diff --git a/.dockerignore b/.dockerignore index ec191a309..d0516fe6f 100644 --- a/.dockerignore +++ b/.dockerignore @@ -1 +1,52 @@ -osdagclient/ \ No newline at end of file +# Dev Tools & Repositories +.git/ +.github/ +.cursor/ +.vscode/ +.idea/ + +# Node/Frontend Dependencies (Internal catchalls) +node_modules/ +**/node_modules/ +frontend/node_modules/ +frontend/dist/ + +# Python Runtime Artifacts +__pycache__/ +**/__pycache__/ +*.pyc +*.pyo +*.pyd + +# Testing & Linting Caches +.pytest_cache/ +.mypy_cache/ +.coverage + +# Python Virtual Environments +.venv/ +.venv-check/ +venv/ +ENV/ + +# Production Build Targets +dist/ +build/ + +# Local Database Files +*.sqlite3 +*.db + +# Crucial Safety Additions: Environmental Secrets & Infrastructure +.env +.env.* + +# Crucial Space Additions: Local Data Volumes & Generated Assets +volumes/ +postgres_data*/ +media/ +backend/file_storage/ +frontend/ +osdagclient/ +*.log +logs/ \ No newline at end of file diff --git a/.env b/.env new file mode 100644 index 000000000..f11db3031 --- /dev/null +++ b/.env @@ -0,0 +1,16 @@ +DEBUG=True +SECRET_KEY=dev-secret-key +ALLOWED_HOSTS=localhost,127.0.0.1,backend + +DATABASE_NAME=postgres_Intg_osdag +DATABASE_USER=osdagdeveloper +DATABASE_PASSWORD=password +DATABASE_HOST=db +DATABASE_PORT=5432 + +REDIS_URL=redis://redis:6379/0 +CELERY_BROKER_URL=redis://redis:6379/0 +CELERY_RESULT_BACKEND=redis://redis:6379/0 +USE_REDIS_CACHE=false + +VITE_API_URL=http://localhost:8000 \ No newline at end of file diff --git a/.github/workflows/cd.yml b/.github/workflows/cd.yml new file mode 100644 index 000000000..8acd8f05a --- /dev/null +++ b/.github/workflows/cd.yml @@ -0,0 +1,60 @@ +name: CD + +on: + workflow_run: + workflows: ["CI"] + types: [completed] + branches: [main] + +jobs: + build-and-push: + if: ${{ github.event.workflow_run.conclusion == 'success' }} + runs-on: ubuntu-latest + permissions: + contents: read + packages: write + + steps: + - uses: actions/checkout@v4 + + - name: Log in to GHCR + uses: docker/login-action@v3 + with: + registry: ghcr.io + username: ${{ github.actor }} + password: ${{ secrets.GITHUB_TOKEN }} + + - name: Build and push backend + uses: docker/build-push-action@v5 + with: + context: . + file: ./Dockerfile + push: true + tags: | + ghcr.io/${{ github.repository }}/backend:latest + ghcr.io/${{ github.repository }}/backend:${{ github.sha }} + + - name: Build and push frontend + uses: docker/build-push-action@v5 + with: + context: ./frontend + file: ./frontend/Dockerfile.prod + push: true + tags: | + ghcr.io/${{ github.repository }}/frontend:latest + ghcr.io/${{ github.repository }}/frontend:${{ github.sha }} + + deploy: + needs: build-and-push + runs-on: ubuntu-latest + steps: + - name: Deploy to server + uses: appleboy/ssh-action@v1 + with: + host: ${{ secrets.SERVER_HOST }} + username: ${{ secrets.SERVER_USER }} + key: ${{ secrets.SERVER_SSH_KEY }} + script: | + cd /opt/osdag-web + docker compose -f docker-compose.prod.yml pull + docker compose -f docker-compose.prod.yml up -d --remove-orphans diff --git a/.github/workflows/ci.yml b/.github/workflows/ci.yml new file mode 100644 index 000000000..e7b98197a --- /dev/null +++ b/.github/workflows/ci.yml @@ -0,0 +1,103 @@ +name: CI + +on: + push: + branches: ["**"] + pull_request: + branches: [main] + +env: + FORCE_JAVASCRIPT_ACTIONS_TO_NODE24: true + +jobs: + frontend-qa: + runs-on: ubuntu-latest + defaults: + run: + working-directory: ./frontend + steps: + - uses: actions/checkout@v4 + + - uses: actions/setup-node@v4 + with: + node-version: '22' + cache: 'npm' + cache-dependency-path: frontend/package-lock.json + + - name: Install + run: npm ci + + - name: Lint + run: npm run lint + + - name: Build + run: npm run build + + backend-qa: + runs-on: ubuntu-latest + steps: + - uses: actions/checkout@v4 + + - name: Create dummy Firebase config + run: | + mkdir -p backend + echo '{}' > backend/firebase-service-account.json + + - name: Start DB and Redis + run: docker compose up -d db redis + + - name: Wait for Database + run: | + python -c " + import socket, time + for i in range(15): + try: + with socket.create_connection(('localhost', 5433), timeout=1): + print('Database is ready!') + break + except socket.error: + print('Waiting for database...') + time.sleep(1) + " + + - name: Cache pip dependencies + uses: actions/cache@v4 + with: + path: ~/.cache/pip + key: ${{ runner.os }}-pip-${{ hashFiles('requirements.txt') }} + restore-keys: | + ${{ runner.os }}-pip- + + - uses: conda-incubator/setup-miniconda@v3 + with: + activate-environment: osdag_env + python-version: "3.11" + channels: conda-forge + channel-priority: strict + miniforge-version: "latest" + use-mamba: true + cache-downloads: true + cache-downloads-key: ${{ runner.os }}-conda-${{ hashFiles('.github/workflows/ci.yml') }} + + - name: Install dependencies + shell: bash -l {0} + run: | + mamba install pythonocc-core cairo pip -y + python -m pip install -r requirements.txt pytest pytest-django + + - name: Run tests + shell: bash -l {0} + env: + DATABASE_HOST: localhost + DATABASE_PORT: 5433 + DATABASE_NAME: postgres_Intg_osdag + DATABASE_USER: osdagdeveloper + DATABASE_PASSWORD: password + REDIS_URL: redis://localhost:6379/0 + run: | + cd backend + xvfb-run python -m pytest --ds=config.settings + + - name: Teardown + if: always() + run: docker compose down diff --git a/.gitignore b/.gitignore index 26f402ac8..87d7e9658 100644 --- a/.gitignore +++ b/.gitignore @@ -6,6 +6,7 @@ **/*.pyc *.xml **/*.txt +!**/requirements.txt **/.idea/ *~ .vscode @@ -37,10 +38,10 @@ ResourceFiles/last_designs/* ResourceFiles/html_page/* #osdag_web/secret_key.py db.sqlite3 -osdagclient/node_modules +frontend/node_modules osdag/migrations node_modules -osdagclient/public/output-obj.obj +frontend/public/output-obj.obj file_storage/design_report/*.pdf file_storage/design_report/*.log file_storage/design_report/*.tex @@ -54,4 +55,39 @@ file_storage/company_logo/*.png # ignore the input values files file_storage/input_values_files/*.osi -conda_packages \ No newline at end of file +conda_packages + +# ignore the brep files +file_storage/cad_models/*.brep +file_storage/cad_models/*.obj +file_storage/cad_models/*.iges +file_storage/cad_models/*.step +file_storage/cad_models/*.stp +file_storage/cad_models/*.glb +file_storage/osdag_web/firebase-service-account.json +key + +backend/file_storage/cad_models/*.brep +backend/file_storage/cad_models/*.obj +backend/file_storage/cad_models/*.iges +backend/file_storage/cad_models/*.step +backend/file_storage/cad_models/*.stp +backend/file_storage/cad_models/*.glb +backend/file_storage/cad_models/*.parts.json +backend/file_storage/cad_models/*.stl +backend/file_storage/cad_models/*.stp +backend/file_storage/cad_models/*.glb +backend/file_storage/cad_models/*.parts.json +backend/file_storage/cad_models/*.aux + +backend/firebase-service-account.json +file_storage + +# Ignore local database folder +pgdata/ + +.env + +*.osi + +**/.venv diff --git a/.travis.yml b/.travis.yml deleted file mode 100644 index bfbaf5971..000000000 --- a/.travis.yml +++ /dev/null @@ -1,46 +0,0 @@ -{ - "language": "generic", - "os": [ - "linux" - ], - "dist": "bionic", - "env": { - "jobs": [ - { - "CONDA_PYTHON": "3.7" - } - ] - }, - "cache": { - "directories": [ - "$HOME/miniconda", - "/tmp/texlive", - "$HOME/.texlive" - ] - }, - "before_cache": [ - "rm -rf $HOME/miniconda/locks $HOME/miniconda/pkgs $HOME/miniconda/var $HOME/miniconda/envs/test-environment/conda-meta/history $HOME/miniconda/lib/python3.7/__pycache__" - ], - "before_install": [ - "MINICONDA_PATH=$HOME/miniconda;", - "MINICONDA_SUB_PATH=$MINICONDA_PATH/bin;", - "if [[ -f $HOME/download/miniconda.sh ]]; then echo \"miniconda.sh for posix already available from cache\"; else mkdir -p $HOME/download; if [[ \"$TRAVIS_OS_NAME\" == \"linux\" ]]; then echo \"downloading miniconda.sh for linux\"; wget https://repo.continuum.io/miniconda/Miniconda3-latest-Linux-x86_64.sh -O $HOME/download/miniconda.sh; elif [[ \"$TRAVIS_OS_NAME\" == \"osx\" ]]; then echo \"downloading miniconda.sh for osx\"; wget https://repo.continuum.io/miniconda/Miniconda3-latest-MacOSX-x86_64.sh -O $HOME/download/miniconda.sh; fi; fi;" - ], - "install": [ - "if [[ -d $MINICONDA_SUB_PATH ]]; then echo \"miniconda for posix already available from cache\"; else echo \"installing miniconda for posix\"; bash $HOME/download/miniconda.sh -b -u -p $MINICONDA_PATH; fi;", - "export PATH=\"$MINICONDA_PATH:$MINICONDA_SUB_PATH:$PATH\";", - "hash -r;", - "echo $TRAVIS_OS_NAME", - "echo $TRAVIS_PYTHON_VERSION", - "echo $CONDA_PYTHON", - "conda config --set always_yes yes --set changeps1 no;", - "source $MINICONDA_PATH/etc/profile.d/conda.sh", - "conda info --all;", - "conda update --name base --channel defaults --quiet conda;", - "while read requirement; do conda install --yes $requirement || pip install --user $requirement; done < requirements.txt;", - "source ./texlive/texlive_install.sh;" - ], - "script": [ - "python Module_test.py" - ] -} diff --git a/4-Postgres-Installation.sh b/4-Postgres-Installation.sh deleted file mode 100755 index abf40b7ea..000000000 --- a/4-Postgres-Installation.sh +++ /dev/null @@ -1,76 +0,0 @@ -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### - -#! /bin/bash -echo "Hello world" - -cd ~ - -pwd - - -databaseName=postgres_Intg_osdag -user=osdagdeveloper -password=password -host=127.0.0.1 -port=5432 - -echo $host - -# Create the file repository configuration: -echo "Creating the File repository configuration" -command1=`sudo sh -c 'echo "deb http://apt.postgresql.org/pub/repos/apt $(lsb_release -cs)-pgdg main" > /etc/apt/sources.list.d/pgdg.list'` -{ - # try - echo $command1 - echo "Success : Configurated" -} || { - # catch - echo "Error while configuring the repository" -} - - -# Import the repository signing key: -echo "Importing the Repository signing key" -command2=`wget --quiet -O - https://www.postgresql.org/media/keys/ACCC4CF8.asc | sudo apt-key add -` -{ - # try - echo $command2 - echo "Success : Signing key imported" -} || { - # catch - echo "Error while Importing the signing key" -} - - -# # Update the package lists: -echo "Updating the package lists" -command3=`sudo apt-get update` -{ - # try - echo $command3 - echo "Success : Updated the package list" -} || { - echo "Error while Updating the package list" -} - - -# Install the latest version of PostgreSQL. -# If you want a specific version, use 'postgresql-12' or similar instead of 'postgresql': -echo "Installing PostgreSQl version 15.3" -command4=`sudo apt-get -y install postgresql-15` -{ - # try - echo $command4 - echo "Success : PostgreSQL ( version : 15.3 ) installed" -} || { - # catch - echo "Error while installing PostgreSQL" -} - -echo "finished" - - - - diff --git a/APP_CRASH/Appcrash/__init__.py b/APP_CRASH/Appcrash/__init__.py deleted file mode 100644 index a80047c43..000000000 --- a/APP_CRASH/Appcrash/__init__.py +++ /dev/null @@ -1,3 +0,0 @@ -""" -A qt dialog for reporting an issue on github or via email -""" diff --git a/APP_CRASH/Appcrash/_dialogs/gh_login.py b/APP_CRASH/Appcrash/_dialogs/gh_login.py deleted file mode 100644 index fc81bb523..000000000 --- a/APP_CRASH/Appcrash/_dialogs/gh_login.py +++ /dev/null @@ -1,143 +0,0 @@ -from PyQt5 import QtCore, QtWidgets - -from .._forms import dlg_github_login_ui - -GH_MARK_NORMAL = ':/rc/GitHub-Mark.png' -GH_MARK_LIGHT = ':/rc/GitHub-Mark-Light.png' - - -class DlgGitHubLogin(QtWidgets.QDialog): - HTML = '

' \ - '

Sign in to GitHub

' - - def __init__(self, parent, username, remember, password, remember_token, token): - super(DlgGitHubLogin, self).__init__(parent) - self.ui = dlg_github_login_ui.Ui_Dialog() - self.ui.setupUi(self) - self.setWindowFlags(self.windowFlags() & ~QtCore.Qt.WindowContextHelpButtonHint) - self.username = username - self.remember = remember - self.password = password - self.remember_token = remember_token - self.token = token - self.is_basic = True - mark = GH_MARK_NORMAL - if self.palette().base().color().lightness() < 128: - mark = GH_MARK_LIGHT - html = self.HTML % mark - self.ui.label_6.hide() - self.ui.label_7.hide() - self.ui.label_8.hide() - self.ui.label_9.hide() - self.ui.hl1.hide() - self.ui.lbl_html.setText(html) - self.ui.bt_sign_in.clicked.connect(self.accept) - self.ui.le_username.textChanged.connect(self.update_btn_state) - self.ui.le_password.textChanged.connect(self.update_btn_state) - if self.is_basic: - if self.username=='' and self.password=='': - self.ui.bt_sign_in.setDisabled(True) - else: - if not self.token: - self.ui.bt_sign_in.setDisabled(True) - - self.ui.le_username.setText(self.username) - self.ui.le_password.setText(self.password) - self.ui.cb_remember.setChecked(self.remember) - #self.ui.label_8.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - self.adjustSize() - self.setFixedSize(self.width(), self.height()) - self.ui.le_password.installEventFilter(self) - self.ui.le_username.installEventFilter(self) - self.ui.label_4.installEventFilter(self) - - def eventFilter(self, obj, event): - interesting_objects = [self.ui.le_password, self.ui.le_username] - if obj in interesting_objects and event.type() == QtCore.QEvent.KeyPress: - if event.key() == QtCore.Qt.Key_Return and event.modifiers() & QtCore.Qt.ControlModifier and \ - self.ui.bt_sign_in.isEnabled(): - self.accept() - return True - if obj == self.ui.label_4: - if event.type()==QtCore.QEvent.Enter: - self.ui.label_4.setStyleSheet("color:Green;font-size:10pt;font-family:consolas;") - self.adjustSize() - elif event.type()==QtCore.QEvent.Leave: - self.ui.label_4.setStyleSheet("font-size:9pt;font-family:consolas;") - self.adjustSize() - elif event.type()==QtCore.QEvent.MouseButtonPress: - if event.button()==QtCore.Qt.LeftButton: - text = self.ui.label_4.text() - if text == 'Sign in using Personal Access Token': - self.remove_widget() - else: - self.add_Widget() - self.adjustSize() - return True - return False - - def remove_widget(self): - #self.ui.verticalLayout.removeWidget(self.ui.le_password) - #self.ui.le_password.deleteLater() - #self.ui.le_password = None - - #self.ui.verticalLayout.removeWidget(self.ui.label_3) - #self.ui.label_3.deleteLater() - #self.ui.label_3 = None - self.ui.label_6.show() - self.ui.label_7.show() - self.ui.label_8.show() - self.ui.label_9.show() - self.ui.hl1.show() - self.is_basic = False - self.ui.le_username.setText(self.token) - if self.ui.le_username.text(): - self.ui.bt_sign_in.setEnabled(1) - self.ui.le_password.hide() - self.ui.label_3.hide() - self.ui.label_2.setText("Token:") - self.ui.label_4.setText("Basic Authentication") - self.ui.le_username.textChanged.connect(self.change_btn_state) - self.ui.cb_remember.setChecked(self.remember_token) - self.adjustSize() - - def add_Widget(self): - self.ui.label_6.hide() - self.ui.label_7.hide() - self.ui.label_8.hide() - self.ui.label_9.hide() - self.ui.hl1.hide() - self.is_basic = True - if self.username and self.password: - self.ui.bt_sign_in.setEnabled(1) - else: - self.ui.bt_sign_in.setEnabled(0) - self.ui.le_password.setText(self.password) - self.ui.le_username.setText(self.username) - self.ui.le_password.show() - self.ui.label_3.show() - self.ui.label_2.setText("Username:") - self.ui.le_username.textChanged.connect(self.update_btn_state) - self.ui.label_4.setText("Sign in using Personal Access Token") - self.ui.cb_remember.setChecked(self.remember) - self.adjustSize() - - def change_btn_state(self): - if self.ui.le_username.text(): - self.ui.bt_sign_in.setEnabled(1) - else: - self.ui.bt_sign_in.setEnabled(0) - - def update_btn_state(self): - if self.ui.le_username.text()!='' and self.ui.le_password.text()!='': - self.ui.bt_sign_in.setEnabled(1) - else: - self.ui.bt_sign_in.setEnabled(0) - - @classmethod - def login(cls, parent, username, remember, password, remember_token, token): # pragma: no cover - dlg = DlgGitHubLogin(parent, username, remember, password, remember_token, token) - if dlg.exec_() == dlg.Accepted: - return dlg.ui.le_username.text(), dlg.ui.le_password.text(), \ - dlg.ui.cb_remember.isChecked(),dlg.is_basic, dlg.ui.cb_remember.isChecked(), dlg.ui.le_username.text() - return None, None, None, None, None, None diff --git a/APP_CRASH/Appcrash/_dialogs/report.py b/APP_CRASH/Appcrash/_dialogs/report.py deleted file mode 100644 index d72ca047b..000000000 --- a/APP_CRASH/Appcrash/_dialogs/report.py +++ /dev/null @@ -1,87 +0,0 @@ -import logging - -from .._forms import dlg_report_bug_ui -from PyQt5 import QtCore, QtGui, QtWidgets -from .review import DlgReview - - -_logger = logging.getLogger(__name__) - - -LOG_LIMIT = 100 # keep only the last 100 lines - - -class DlgReport(QtWidgets.QDialog): - - - def __init__(self, backends, window_title='Report an issue...', - window_icon=None, traceback=None, issue_title='', - issue_description='', include_log=True, include_sys_info=True, - **kwargs): - super(DlgReport, self).__init__(**kwargs) - self._traceback = traceback - self.window_icon = window_icon - self.ui = dlg_report_bug_ui.Ui_Dialog() - self.ui.setupUi(self) - self.ui.cb_include_sys_info.setChecked(include_sys_info) - self.ui.cb_include_application_log.setChecked(include_log) - self.setWindowTitle(window_title) - self.setWindowIcon(QtGui.QIcon.fromTheme('tools-report-bug') - if window_icon is None else window_icon) - self.ui.lineEditTitle.setText(issue_title) - self.ui.plainTextEditDesc.setPlainText(issue_description) - self.setWindowFlags(self.windowFlags() & ~QtCore.Qt.WindowContextHelpButtonHint) - - self.ui.lineEditTitle.textChanged.connect(self._enable_buttons) - self.ui.plainTextEditDesc.textChanged.connect(self._enable_buttons) - - self.buttons = [] - for backend in backends: - bt = QtWidgets.QPushButton() - bt.setText(backend.button_text) - if backend.button_icon: - bt.setIcon(backend.button_icon) - bt.backend = backend - bt.clicked.connect(self._on_button_clicked) - self.ui.layout_buttons.addWidget(bt) - self.buttons.append(bt) - self._enable_buttons() - - def _enable_buttons(self, *_): - title = str(self.ui.lineEditTitle.text()).strip() - desc = str(self.ui.plainTextEditDesc.toPlainText()).strip() - enable = title != '' and desc != '' - for bt in self.buttons: - bt.setEnabled(enable) - - def _on_button_clicked(self): - from .. import api - bt = self.sender() - description = self.ui.plainTextEditDesc.toPlainText() - backend = bt.backend - backend.parent_widget = self - title = backend.formatter.format_title( - str(self.ui.lineEditTitle.text())) - - sys_info = None - if self.ui.cb_include_sys_info.isChecked(): - sys_info = api.get_system_information() - - log = None - if self.ui.cb_include_application_log.isChecked(): - log = api.get_application_log() - - body = backend.formatter.format_body( - str(description), sys_info, self._traceback) - - if backend.need_review: # pragma: no cover - body, log = DlgReview.review(body, log, self, self.window_icon) - if body is None and log is None: - return # user cancelled the review dialog - - try: - if backend.send_report(title, body, log) : - self.accept() - except Exception as e: - #QtWidgets.QMessageBox.warning(self, "Failed to send report", "Failed to send report.\n\n%r" % e) - pass diff --git a/APP_CRASH/Appcrash/_dialogs/review.py b/APP_CRASH/Appcrash/_dialogs/review.py deleted file mode 100644 index be6ae7ff8..000000000 --- a/APP_CRASH/Appcrash/_dialogs/review.py +++ /dev/null @@ -1,58 +0,0 @@ -""" -This module contains the review dialog. -""" -from PyQt5 import QtCore, QtGui, QtWidgets -from .._forms import dlg_review_ui - - -class DlgReview(QtWidgets.QDialog): - """ - Dialog for reviewing the final report. - """ - def __init__(self, content, log, parent, window_icon): - """ - :param content: content of the final report, before review - :param parent: parent widget - """ - super(DlgReview, self).__init__(parent) - self.ui = dlg_review_ui.Ui_Dialog() - self.ui.setupUi(self) - self.ui.tabWidget.setCurrentIndex(0) - self.ui.edit_main.setPlainText(content) - self.ui.edit_main.installEventFilter(self) - self.ui.edit_log.installEventFilter(self) - self.setWindowFlags(self.windowFlags() & ~QtCore.Qt.WindowContextHelpButtonHint) - self.setWindowIcon( - QtGui.QIcon.fromTheme('document-edit') - if window_icon is None else window_icon) - if log: - self.ui.edit_log.setPlainText(log) - else: - self.ui.tabWidget.tabBar().hide() - self.ui.edit_main.setFocus() - - def eventFilter(self, obj, event): - interesting_objects = [self.ui.edit_log, self.ui.edit_main] - if obj in interesting_objects and event.type() == QtCore.QEvent.KeyPress: - if event.key() == QtCore.Qt.Key_Return and \ - event.modifiers() & QtCore.Qt.ControlModifier: - self.accept() - return True - return False - - @classmethod - def review(cls, content, log, parent, window_icon): # pragma: no cover - """ - Reviews the final bug report. - - :param content: content of the final report, before review - :param parent: parent widget - - :returns: the reviewed report content or None if the review was - canceled. - """ - dlg = DlgReview(content, log, parent, window_icon) - if dlg.exec_(): - return dlg.ui.edit_main.toPlainText(), \ - dlg.ui.edit_log.toPlainText() - return None, None diff --git a/APP_CRASH/Appcrash/_forms/dlg_github_login_ui.py b/APP_CRASH/Appcrash/_forms/dlg_github_login_ui.py deleted file mode 100644 index f67d6264b..000000000 --- a/APP_CRASH/Appcrash/_forms/dlg_github_login_ui.py +++ /dev/null @@ -1,89 +0,0 @@ -# -*- coding: utf-8 -*- - -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Dialog(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(366, 248) - Dialog.setMinimumSize(QtCore.QSize(350, 0)) - self.verticalLayout = QtWidgets.QVBoxLayout(Dialog) - self.verticalLayout.setObjectName("verticalLayout") - self.lbl_html = QtWidgets.QLabel(Dialog) - self.lbl_html.setObjectName("lbl_html") - self.verticalLayout.addWidget(self.lbl_html) - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setContentsMargins(-1, 0, -1, -1) - self.formLayout.setObjectName("formLayout") - self.label_2 = QtWidgets.QLabel(Dialog) - self.label_2.setObjectName("label_2") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.label_2) - self.le_username = QtWidgets.QLineEdit(Dialog) - self.le_username.setObjectName("le_username") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.le_username) - self.label_3 = QtWidgets.QLabel(Dialog) - self.label_3.setObjectName("label_3") - self.formLayout.setWidget(1, QtWidgets.QFormLayout.LabelRole, self.label_3) - self.le_password = QtWidgets.QLineEdit(Dialog) - self.le_password.setEchoMode(QtWidgets.QLineEdit.Password) - self.le_password.setObjectName("le_password") - self.formLayout.setWidget(1, QtWidgets.QFormLayout.FieldRole, self.le_password) - self.verticalLayout.addLayout(self.formLayout) - self.cb_remember = QtWidgets.QCheckBox(Dialog) - self.cb_remember.setObjectName("cb_remember") - self.verticalLayout.addWidget(self.cb_remember) - self.bt_sign_in = QtWidgets.QPushButton(Dialog) - self.bt_sign_in.setObjectName("bt_sign_in") - self.verticalLayout.addWidget(self.bt_sign_in) - self.label_5 = QtWidgets.QLabel(Dialog) - self.label_6 = QtWidgets.QLabel(Dialog) - self.verticalLayout.addWidget(self.label_5) - - self.verticalLayout.setSpacing(8) - self.label_4 = QtWidgets.QLabel(Dialog) - self.label_4.setObjectName("label_4") - self.verticalLayout.addWidget(self.label_4) - self.label_4.setAlignment(QtCore.Qt.AlignCenter) - self.label_4.setStyleSheet("font-size:9pt;font-family:consolas;") - - self.verticalLayout.addWidget(self.label_6) - - self.label_7 = QtWidgets.QLabel(Dialog) - self.label_7.setAlignment(QtCore.Qt.AlignCenter) - self.label_7.setText("Don't know how to create a Token? "+'Click here') - self.verticalLayout.addWidget(self.label_7) - self.label_7.setOpenExternalLinks(True) - self.label_7.setStyleSheet("font-size:8pt;font-family:Arial;") - - self.label_9 = QtWidgets.QLabel(Dialog) - self.verticalLayout.addWidget(self.label_9) - self.hl1 = QtWidgets.QFrame(Dialog) - self.hl1.setFrameShape(QtWidgets.QFrame.HLine) - self.verticalLayout.addWidget(self.hl1) - - self.label_8 = QtWidgets.QLabel(Dialog) - self.label_8.setAlignment(QtCore.Qt.AlignCenter) - self.label_8.setStyleSheet("font-size:8pt;font-family:Arial;") - self.label_8.setText("Make sure token has atleast these two permissions:"+"\n \n"+"1. public_repo (To Access public repositories)"+"\n\n"+"2. gist (To Create gists)") - self.verticalLayout.addWidget(self.label_8) - - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Sign in to github")) - self.lbl_html.setText(_translate("Dialog", "

Sign in to GitHub

")) - self.label_2.setText(_translate("Dialog", "Username:")) - self.label_3.setText(_translate("Dialog", "Password: ")) - self.label_4.setText(_translate("Dialog", "Sign in using Personal Access Token")) - self.label_5.setText(" ") - self.label_6.setText(" ") - self.cb_remember.setText(_translate("Dialog", "Remember me")) - self.bt_sign_in.setText(_translate("Dialog", "Sign in")) - -from . import qcrash_rc diff --git a/APP_CRASH/Appcrash/_forms/dlg_report_bug_ui.py b/APP_CRASH/Appcrash/_forms/dlg_report_bug_ui.py deleted file mode 100644 index 74330f5b2..000000000 --- a/APP_CRASH/Appcrash/_forms/dlg_report_bug_ui.py +++ /dev/null @@ -1,58 +0,0 @@ -# -*- coding: utf-8 -*- - -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Dialog(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(544, 272) - self.verticalLayout = QtWidgets.QVBoxLayout(Dialog) - self.verticalLayout.setObjectName("verticalLayout") - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setFieldGrowthPolicy(QtWidgets.QFormLayout.ExpandingFieldsGrow) - self.formLayout.setObjectName("formLayout") - self.label = QtWidgets.QLabel(Dialog) - self.label.setObjectName("label") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.label) - self.lineEditTitle = QtWidgets.QLineEdit(Dialog) - self.lineEditTitle.setObjectName("lineEditTitle") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.lineEditTitle) - self.label_2 = QtWidgets.QLabel(Dialog) - self.label_2.setObjectName("label_2") - self.formLayout.setWidget(1, QtWidgets.QFormLayout.LabelRole, self.label_2) - self.plainTextEditDesc = QtWidgets.QPlainTextEdit(Dialog) - self.plainTextEditDesc.setTabChangesFocus(True) - self.plainTextEditDesc.setObjectName("plainTextEditDesc") - self.formLayout.setWidget(1, QtWidgets.QFormLayout.FieldRole, self.plainTextEditDesc) - self.cb_include_sys_info = QtWidgets.QCheckBox(Dialog) - self.cb_include_sys_info.setObjectName("cb_include_sys_info") - self.formLayout.setWidget(2, QtWidgets.QFormLayout.FieldRole, self.cb_include_sys_info) - self.cb_include_application_log = QtWidgets.QCheckBox(Dialog) - self.cb_include_application_log.setObjectName("cb_include_application_log") - self.formLayout.setWidget(3, QtWidgets.QFormLayout.FieldRole, self.cb_include_application_log) - self.verticalLayout.addLayout(self.formLayout) - self.layout_buttons = QtWidgets.QHBoxLayout() - self.layout_buttons.setContentsMargins(-1, 0, -1, -1) - self.layout_buttons.setObjectName("layout_buttons") - spacerItem = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.layout_buttons.addItem(spacerItem) - self.verticalLayout.addLayout(self.layout_buttons) - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Report an issue...")) - self.label.setText(_translate("Dialog", "Title:")) - self.lineEditTitle.setToolTip(_translate("Dialog", "Title of the issue")) - self.label_2.setText(_translate("Dialog", "Description:")) - self.plainTextEditDesc.setToolTip(_translate("Dialog", "Description of the issue (mandatory)")) - self.cb_include_sys_info.setToolTip(_translate("Dialog", "Include system information")) - self.cb_include_sys_info.setText(_translate("Dialog", "Include system &information")) - self.cb_include_application_log.setToolTip(_translate("Dialog", "Include application log")) - self.cb_include_application_log.setText(_translate("Dialog", "Include application &log")) - -from . import qcrash_rc diff --git a/APP_CRASH/Appcrash/_forms/dlg_review_ui.py b/APP_CRASH/Appcrash/_forms/dlg_review_ui.py deleted file mode 100644 index 7c195fb74..000000000 --- a/APP_CRASH/Appcrash/_forms/dlg_review_ui.py +++ /dev/null @@ -1,61 +0,0 @@ -# -*- coding: utf-8 -*- - -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Dialog(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(622, 495) - icon = QtGui.QIcon.fromTheme("document-edit") - Dialog.setWindowIcon(icon) - Dialog.setToolTip("") - self.verticalLayout = QtWidgets.QVBoxLayout(Dialog) - self.verticalLayout.setObjectName("verticalLayout") - self.label = QtWidgets.QLabel(Dialog) - self.label.setStyleSheet("background-color:palette(highlight) ;\n" -"color: palette(highlighted-text);\n" -"padding: 10px;\n" -"border-radius:3px;") - self.label.setObjectName("label") - self.verticalLayout.addWidget(self.label) - self.tabWidget = QtWidgets.QTabWidget(Dialog) - self.tabWidget.setObjectName("Report_Issue_tabWidget") - self.tab = QtWidgets.QWidget() - self.tab.setObjectName("tab") - self.gridLayout = QtWidgets.QGridLayout(self.tab) - self.gridLayout.setObjectName("gridLayout") - self.edit_main = QtWidgets.QPlainTextEdit(self.tab) - self.edit_main.setTabChangesFocus(True) - self.edit_main.setObjectName("edit_main") - self.gridLayout.addWidget(self.edit_main, 0, 0, 1, 1) - self.tabWidget.addTab(self.tab, "") - self.tab_2 = QtWidgets.QWidget() - self.tab_2.setObjectName("tab_2") - self.gridLayout_2 = QtWidgets.QGridLayout(self.tab_2) - self.gridLayout_2.setObjectName("gridLayout_2") - self.edit_log = QtWidgets.QPlainTextEdit(self.tab_2) - self.edit_log.setTabChangesFocus(True) - self.edit_log.setObjectName("edit_log") - self.gridLayout_2.addWidget(self.edit_log, 0, 0, 1, 1) - self.tabWidget.addTab(self.tab_2, "") - self.verticalLayout.addWidget(self.tabWidget) - self.buttonBox = QtWidgets.QDialogButtonBox(Dialog) - self.buttonBox.setOrientation(QtCore.Qt.Horizontal) - self.buttonBox.setStandardButtons(QtWidgets.QDialogButtonBox.Cancel|QtWidgets.QDialogButtonBox.Ok) - self.buttonBox.setObjectName("buttonBox") - self.verticalLayout.addWidget(self.buttonBox) - - self.retranslateUi(Dialog) - self.tabWidget.setCurrentIndex(1) - self.buttonBox.accepted.connect(Dialog.accept) - self.buttonBox.rejected.connect(Dialog.reject) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Review")) - self.label.setText(_translate("Dialog", "

Review the final report

")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab), _translate("Dialog", "General")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_2), _translate("Dialog", "Log")) diff --git a/APP_CRASH/Appcrash/_forms/qcrash_rc.py b/APP_CRASH/Appcrash/_forms/qcrash_rc.py deleted file mode 100644 index ec8075bd5..000000000 --- a/APP_CRASH/Appcrash/_forms/qcrash_rc.py +++ /dev/null @@ -1,193 +0,0 @@ -# -*- coding: utf-8 -*- - -# WARNING! 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-\x00\x69\x00\x74\x00\x48\x00\x75\x00\x62\x00\x2d\x00\x4d\x00\x61\x00\x72\x00\x6b\x00\x2d\x00\x4c\x00\x69\x00\x67\x00\x68\x00\x74\ -\x00\x2e\x00\x70\x00\x6e\x00\x67\ -" - -qt_resource_struct = b"\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x01\x00\x00\x00\x01\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x02\x00\x00\x00\x02\ -\x00\x00\x00\x0a\x00\x00\x00\x00\x00\x01\x00\x00\x00\x00\ -\x00\x00\x00\x2e\x00\x00\x00\x00\x00\x01\x00\x00\x06\xb6\ -" - -def qInitResources(): - QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/APP_CRASH/Appcrash/_hooks.py b/APP_CRASH/Appcrash/_hooks.py deleted file mode 100644 index 79c7be75b..000000000 --- a/APP_CRASH/Appcrash/_hooks.py +++ /dev/null @@ -1,68 +0,0 @@ - -import logging -import sys -import traceback - -from PyQt5 import QtCore, QtWidgets - - -def _logger(): - return logging.getLogger(__name__) - - -try: - Signal = QtCore.pyqtSignal -except AttributeError: - Signal = QtCore.Signal - - -def fix_qt_imports(path): - with open(path, 'r') as f_script: - lines = f_script.read().splitlines() - new_lines = [] - for l in lines: - if l.startswith("import "): - l = "from . " + l - if "from PyQt5 import" in l: - l = l.replace("from PyQt5 import", "from qcrash.qt import") - new_lines.append(l) - with open(path, 'w') as f_script: - f_script.write("\n".join(new_lines)) - - -def except_hook(exc, tb): - from .api import show_report_dialog - title = '[Unhandled exception] %s: %s' % ( - exc.__class__.__name__, str(exc)) - msg_box = QtWidgets.QMessageBox() - msg_box.setWindowTitle('Unhandled exception') - msg_box.setText('An unhandled exception has occured...') - msg_box.setInformativeText( - 'Would you like to report the bug to the developers?') - msg_box.setIcon(msg_box.Critical) - msg_box.setDetailedText(tb) - msg_box.setStandardButtons(QtWidgets.QMessageBox.Ok | - QtWidgets.QMessageBox.Cancel) - msg_box.button(msg_box.Ok).setText('Report') - msg_box.button(msg_box.Cancel).setText('Close') - if msg_box.exec_() == msg_box.Ok: - show_report_dialog(window_title='Report unhandled exception', - issue_title=title, traceback=tb) - - -class QtExceptHook(QtCore.QObject): - _report_exception_requested = Signal(object, object) - - def __init__(self, except_hook, *args, **kwargs): - super(QtExceptHook, self).__init__(*args, **kwargs) - sys.excepthook = self._except_hook - self._report_exception_requested.connect(except_hook) - - def _except_hook(self, exc_type, exc_val, tb): - tb = '\n'.join([''.join(traceback.format_tb(tb)), - '{0}: {1}'.format(exc_type.__name__, exc_val)]) - _logger().critical('unhandled exception:\n%s', tb) - # exception might come from another thread, use a signal - # so that we can be sure we will show the bug report dialog from - # the main gui thread. - self._report_exception_requested.emit(exc_val, tb) diff --git a/APP_CRASH/Appcrash/api.py b/APP_CRASH/Appcrash/api.py deleted file mode 100644 index 02299f56d..000000000 --- a/APP_CRASH/Appcrash/api.py +++ /dev/null @@ -1,122 +0,0 @@ -""" -This module contains the top level API functions. -""" -from . import _hooks -from PyQt5 import QtCore - -from . import backends - - -def install_backend(*args): - """ - Install one or more backends. - - Usage:: - - qcrash.install_backend(backend1) - qcrash.install_backend(backend2, backend3) - - :param args: the backends to install. Each backend must be a subclass - of :class:`qcrash.backends.BaseBackend` (e.g.:: - :class:`qcrash.backends.EmailBackend` or - :class:`qcrash.backends.GithubBackend`) - """ - global _backends - for b in args: - _backends.append(b) - - -def get_backends(): - """ - Gets the list of installed backends. - """ - return _backends - - -def install_except_hook(except_hook=_hooks.except_hook): - """ - Install an except hook that will show the crash report dialog when an - unhandled exception has occured. - - :param except_hook: except_hook function that will be called on the main - thread whenever an unhandled exception occured. The function takes - two parameters: the exception object and the traceback string. - """ - if not _backends: - raise ValueError('no backends found, you must at least install one ' - 'backend before calling this function') - global _except_hook - _except_hook = _hooks.QtExceptHook(except_hook) - - -def set_qsettings(qsettings): - """ - Sets the qsettings used by the backends to cache some information such - as the user credentials. If no custom qsettings is defined, qcrash will - use its own settings (QSettings('QCrash')) - - :param qsettings: QtCore.QSettings instance - """ - global _qsettings - _qsettings = qsettings - - -def show_report_dialog(window_title='Report an issue...', - window_icon=None, traceback=None, issue_title='', - issue_description='', parent=None, - modal=None, include_log=True, include_sys_info=True): - """ - Show the issue report dialog manually. - - :param window_title: Title of dialog window - :param window_icon: the icon to use for the dialog window - :param traceback: optional traceback string to include in the report. - :param issue_title: optional issue title - :param issue_description: optional issue description - :param parent: parent widget - :param include_log: Initial state of the include log check box - :param include_sys_info: Initial state of the include system info check box - """ - if not _backends: - raise ValueError('no backends found, you must at least install one ' - 'backend before calling this function') - from ._dialogs.report import DlgReport - dlg = DlgReport(_backends, window_title=window_title, - window_icon=window_icon, traceback=traceback, - issue_title=issue_title, - issue_description=issue_description, parent=parent, - include_log=include_log, include_sys_info=include_sys_info) - if modal: - dlg.show() - return dlg - else: - dlg.exec_() - - -def _return_empty_string(): - return '' - - -#: Reference to the function to use to collect system information. Client code -#: should redefine it. -get_system_information = _return_empty_string - -#: Reference to the function to use to collect the application's log. -#: Client code should redefine it. -get_application_log = _return_empty_string - - -_backends = [] -_qsettings = QtCore.QSettings('QCrash') - - -__all__ = [ - 'backends', - 'install_backend', - 'get_backends', - 'install_except_hook', - 'set_qsettings', - 'show_report_dialog', - 'get_application_log', - 'get_system_information', -] diff --git a/APP_CRASH/Appcrash/backends/GITHUB.py b/APP_CRASH/Appcrash/backends/GITHUB.py deleted file mode 100644 index 919f3367b..000000000 --- a/APP_CRASH/Appcrash/backends/GITHUB.py +++ /dev/null @@ -1,205 +0,0 @@ -""" -This module contains the github backend. -""" -import logging -import webbrowser -#import requests -#import keyring -#import json -from .base import BaseBackend -from ..formatters.markdown import MardownFormatter -from PyQt5 import QtGui, QtCore, QtWidgets -from .._dialogs.gh_login import DlgGitHubLogin -import github - -GH_MARK_NORMAL = ':/rc/GitHub-Mark.png' -GH_MARK_LIGHT = ':/rc/GitHub-Mark-Light.png' - - -def _logger(): - return logging.getLogger(__name__) - - -class GithubBackend(BaseBackend): - - def __init__(self, gh_owner, gh_repo, formatter=MardownFormatter()): - """ - :param gh_owner: Name of the owner of the github repository. - :param gh_repo: Name of the repository on github. - """ - super(GithubBackend, self).__init__( - formatter, "Submit on github", - "Submit the issue on our issue tracker on github", None) - icon = GH_MARK_NORMAL - if QtWidgets.qApp.palette().base().color().lightness() < 128: - icon = GH_MARK_LIGHT - self.button_icon = QtGui.QIcon(icon) - self.gh_owner = gh_owner - self.gh_repo = gh_repo - self._show_msgbox = True # False when running the test suite - - def send_report(self, title, body, application_log=None): - _logger().debug('sending bug report on github\ntitle=%s\nbody=%s', - title, body) - username, password, remember, is_basic, remember_token, token = self.get_user_credentials() - _logger().debug('got user credentials') - - try: - ''' - print('username is',username) - print('pass is',password) - print('is basic',is_basic) - print('remember token',remember_token) - print('token is',token)''' - - if not is_basic: - gh = github.Github(username) - else: - gh = github.Github(username,password) - # upload log file as a gist - if application_log: - url = self.upload_log_file(application_log,gh,username, is_basic) - body += '\nApplication log: %s' % url - if url is None: - return False - repo = gh.get_repo(str(self.gh_owner)+'/'+str(self.gh_repo)) - ret = repo.create_issue(title=title, body=body) - '''labels = repo.get_labels() - for x in labels: - print(x) - print(repo.get_topics(),'got this')''' - except Exception as e: - QtWidgets.qApp.restoreOverrideCursor() - _logger().warn('failed to send bug report on github. %s' % type(e).__name__) - # invalid credentials - if e.status == 401: - if is_basic: - self.qsettings().setValue('github/remember_credentials', 0) - else: - self.qsettings().setValue('github/remember_token', 0) - if self._show_msgbox: - QtWidgets.QMessageBox.warning( - self.parent_widget, 'Invalid credentials', - 'Failed to create github issue, invalid credentials...') - else: - # other issue - if self._show_msgbox: - QtWidgets.QMessageBox.warning( - self.parent_widget, - 'Failed to create issue', - 'Failed to create github issue. Error %s' % - type(e).__name__+"\n \n"+"NOTE: If you are using Two Factor Authentication. Please Sign in using Access Token.") - return False - else: - #issue_nbr = ret['number'] - issue_nbr = ret.number - if self._show_msgbox: - ret = QtWidgets.QMessageBox.question( - self.parent_widget, 'Issue created on github', - 'Issue successfully created. Would you like to open the ' - 'ticket in your web browser?') - if ret in [QtWidgets.QMessageBox.Yes, QtWidgets.QMessageBox.Ok]: - webbrowser.open( - 'https://github.com/%s/%s/issues/%d' % ( - self.gh_owner, self.gh_repo, issue_nbr)) - return True - - def _get_credentials_from_qsettings(self): - remember = self.qsettings().value('github/remember_credentials', "0") - username = self.qsettings().value('github/username', "") - password = self.qsettings().value('github/password', "") - remember_token = self.qsettings().value('github/remember_token', "0") - token = self.qsettings().value('github/token', "") - try: - # PyQt5 or PyQt4 api v2 - remember = bool(int(remember)) - remember_token = bool(int(remember_token)) - - except TypeError: # pragma: no cover - # pyside returns QVariants - remember, _ok = remember.toInt() - remember_token, _ok = remember_token.toInt() - username = username.toString() - password = password.toString() - token = token.toString() - - if not remember: - username = '' - password = '' - if not remember_token: - token = '' - return username, bool(remember), password, remember_token, token - - def _store_credentials(self, username, password, remember, is_basic, remember_token, token): - if is_basic: - self.qsettings().setValue('github/username', username) - self.qsettings().setValue('github/password', password) - self.qsettings().setValue('github/remember_credentials', int(remember)) - else: - self.qsettings().setValue('github/remember_token', int(remember_token)) - self.qsettings().setValue('github/token', token) - - - - def get_user_credentials(self): # pragma: no cover - # reason: hard to test methods that shows modal dialogs - username, remember, password, remember_token, token = self._get_credentials_from_qsettings() - '''print('username is',username) - print('pass is',password) - print('remember token',remember_token) - print('token is',token) - print('llllllllllllllllllllllll')''' - # ask for credentials - username, password, remember, is_basic, remember_token, token = DlgGitHubLogin.login( - self.parent_widget, username, remember, password, remember_token, token) - '''print('username is',username) - print('pass is',password) - print('remember token',remember_token) - print('remember is',remember) - print('token is',token) - print('is_basic',is_basic) - print('llllllllllllllllllllllll jjjjjjjjjjjjjjjjjjjjjjj' )''' - self._store_credentials(username, password, remember, is_basic, remember_token, token) - - return username, password, remember, is_basic, remember_token, token - - def upload_log_file(self, log_content, gh, username, is_basic): - try: - QtWidgets.qApp.setOverrideCursor(QtCore.Qt.WaitCursor) - '''data = { - "public": True, - "files": { - "Osdag_crash_log.log": { - "content": log_content - }, - } - } - if is_basic: - auth = gh.get_user() - ret = auth.create_gist(True, {"Osdag_crash_log.log": github.InputFileContent(log_content)},"Osdag crash report.") - ret = str(ret.id) - ret = 'https://gist.github.com/' + ret - else: - query_url = "https://api.github.com/gists" - headers = {'Authorization': f'token {username}'} - r = requests.post(query_url, headers=headers, data=json.dumps(data)) - ret = r.json() - ret = ret['html_url']''' - auth = gh.get_user() - ret = auth.create_gist(True, {"Osdag_crash_log.log": github.InputFileContent(log_content)},"Osdag crash report.") - ret = str(ret.id) - ret = 'https://gist.github.com/' + ret - QtWidgets.qApp.restoreOverrideCursor() - except Exception as e: - - QtWidgets.qApp.restoreOverrideCursor() - QtWidgets.QMessageBox.warning( - self.parent_widget, 'Error', - 'Unable to create gist. {}'.format(type(e).__name__)+"\n \n"+"NOTE: If you are using Two Factor Authentication. Please Sign in using Access Token.") - if is_basic: - self.qsettings().setValue('github/remember_credentials', 0) - else: - self.qsettings().setValue('github/remember_token', 0) - return None - else: - return ret diff --git a/APP_CRASH/Appcrash/backends/__init__.py b/APP_CRASH/Appcrash/backends/__init__.py deleted file mode 100644 index 1a494a493..000000000 --- a/APP_CRASH/Appcrash/backends/__init__.py +++ /dev/null @@ -1,23 +0,0 @@ -""" -This package contains the backends used to actually send the crash report. - -QCrash provides 2 backends: - -- email: let the user report the crash/issue via an email -- github: let the user report the crash/issue on you github issue tracker - -To use a backend, use :meth:`qcrash.api.install_backend`. - -To add your own, just subclass :class:`qcrash.backends.BaseBackend` and -implement `send_report`. -""" -from .base import BaseBackend -from .email import EmailBackend -from .GITHUB import GithubBackend - - -__all__ = [ - 'BaseBackend', - 'EmailBackend', - 'GithubBackend' -] diff --git a/APP_CRASH/Appcrash/backends/base.py b/APP_CRASH/Appcrash/backends/base.py deleted file mode 100644 index 5e2e81cc2..000000000 --- a/APP_CRASH/Appcrash/backends/base.py +++ /dev/null @@ -1,64 +0,0 @@ -""" -This module contains the base class for implementing a report backend. -""" - - -class BaseBackend(object): - """ - Base class for implementing a backend. - - Subclass must define ``button_text``, ``button_tooltip``and ``button_icon`` - and implement ``send_report(title, description)``. - - The report's title and body will be formatted automatically by the - associated :attr:`formatter`. - """ - def __init__(self, formatter, button_text, button_tooltip, - button_icon=None, need_review=True): - """ - :param formatter: the associated formatter (see :meth:`set_formatter`) - :param button_text: Text of the associated button in the report dialog - :param button_icon: Icon of the associated button in the report dialog - :param button_tooltip: Tooltip of the associated button in the report - dialog - :param need_review: True to show the review dialog before submitting. - Some backends (such as the email backend) do not need a review - dialog as the user can already review it before sending the final - report - """ - self.formatter = formatter - self.button_text = button_text - self.button_tooltip = button_tooltip - self.button_icon = button_icon - self.need_review = need_review - self.parent_widget = None - - def qsettings(self): - """ - Gets the qsettings instance that you can use to store various settings - such as the user credentials (you should use the `keyring` module if - you want to store user's password). - """ - from ..api import _qsettings - return _qsettings - - def set_formatter(self, formatter): - """ - Sets the formatter associated with the backend. - - The formatter will automatically get called to format the report title - and body before ``send_report`` is being called. - """ - self.formatter = formatter - - def send_report(self, title, body, application_log=None): - """ - Sends the actual bug report. - - :param title: title of the report, already formatted. - :param body: body of the reporit, already formtatted. - :param application_log: Content of the application log. Default is None. - - :returns: Whether the dialog should be closed. - """ - raise NotImplementedError diff --git a/APP_CRASH/Appcrash/backends/email.py b/APP_CRASH/Appcrash/backends/email.py deleted file mode 100644 index 3bb1d279a..000000000 --- a/APP_CRASH/Appcrash/backends/email.py +++ /dev/null @@ -1,40 +0,0 @@ -""" -This module containes the email backend. -""" -from .base import BaseBackend -from ..formatters.email import EmailFormatter -from PyQt5 import QtCore, QtGui - - -class EmailBackend(BaseBackend): - """ - This backend sends the crash report via email (using mailto). - - Usage:: - - email_backend = qcrash.backends.EmailBackend( - 'your_email@provider.com', 'YourAppName') - qcrash.install_backend(email_backend) - - """ - def __init__(self, email, app_name, formatter=EmailFormatter()): - """ - :param email: email address to send the bug report to - :param app_name: application name, will appear in the object of the - mail - :param formatter: the formatter to use to create the final report. - """ - super(EmailBackend, self).__init__( - formatter, "Send email", "Send the report via email", - QtGui.QIcon.fromTheme('mail-send'), need_review=False) - self.formatter.app_name = app_name - self.email = email - - def send_report(self, title, body, application_log=None): - base_url = "mailto:%s?subject=%s" % (self.email, title) - if application_log: - body += "\nApplication log\n----------------\n\n%s" % application_log - base_url += '&body=%s' % body - url = QtCore.QUrl(base_url) - QtGui.QDesktopServices.openUrl(url) - return False diff --git a/APP_CRASH/Appcrash/formatters/base.py b/APP_CRASH/Appcrash/formatters/base.py deleted file mode 100644 index 17ed1f9fd..000000000 --- a/APP_CRASH/Appcrash/formatters/base.py +++ /dev/null @@ -1,25 +0,0 @@ -class BaseFormatter(object): - """ - Base class for implementing a custom formatter. - - Just implement :meth:`format_body` and :meth:`format_title` functions and - set your formatter on the backends you created. - """ - def format_title(self, title): - """ - Formats the issue title. By default this method does nothing. - - An email formatter might want to append the application to name to - the object field... - """ - return title - - def format_body(self, description, sys_info=None, traceback=None): - """ - Not implemented. - - :param description: Description of the issue, written by the user. - :param sys_info: Optional system information string - :param traceback: Optional traceback. - """ - raise NotImplementedError diff --git a/APP_CRASH/Appcrash/formatters/email.py b/APP_CRASH/Appcrash/formatters/email.py deleted file mode 100644 index 52e7a5915..000000000 --- a/APP_CRASH/Appcrash/formatters/email.py +++ /dev/null @@ -1,63 +0,0 @@ -""" -This module contains the Html formatter used by the email backend. -""" -from .base import BaseFormatter - - -BODY_ITEM_TEMPLATE = '''%(name)s -%(delim)s - -%(value)s - - -''' - -NB_LINES_MAX = 50 - - -class EmailFormatter(BaseFormatter): - """ - Formats the crash report for use in an email (text/plain) - """ - def __init__(self, app_name=None): - """ - :param app_name: Name of the application. If set the email subject will - starts with [app_name] - """ - self.app_name = app_name - - def format_title(self, title): - """ - Formats title (add ``[app_name]`` if app_name is not None). - """ - if self.app_name: - return '[%s] %s' % (self.app_name, title) - return title - - def format_body(self, description, sys_info=None, traceback=None): - """ - Formats the body in plain text. (add a series of '-' under each section - title). - - :param description: Description of the issue, written by the user. - :param sys_info: Optional system information string - :param log: Optional application log - :param traceback: Optional traceback. - """ - name = 'Description' - delim = '-' * 40 - body = BODY_ITEM_TEMPLATE % { - 'name': name, 'value': description, 'delim': delim - } - if traceback: - name = 'Traceback' - traceback = '\n'.join(traceback.splitlines()[-NB_LINES_MAX:]) - body += BODY_ITEM_TEMPLATE % { - 'name': name, 'value': traceback, 'delim': delim - } - if sys_info: - name = 'System information' - body += BODY_ITEM_TEMPLATE % { - 'name': name, 'value': sys_info, 'delim': delim - } - return body diff --git a/APP_CRASH/Appcrash/formatters/markdown.py b/APP_CRASH/Appcrash/formatters/markdown.py deleted file mode 100644 index 7d107bac3..000000000 --- a/APP_CRASH/Appcrash/formatters/markdown.py +++ /dev/null @@ -1,40 +0,0 @@ - -from .base import BaseFormatter - - -BODY_ITEM_TEMPLATE = '''### %(name)s - -%(value)s - -''' - -NB_LINES_MAX = 50 - - -class MardownFormatter(BaseFormatter): - """ - Formats the issue report using Markdown. - """ - def format_body(self, description, sys_info=None, traceback=None): - """ - Formats the body using markdown. - - :param description: Description of the issue, written by the user. - :param sys_info: Optional system information string - :param log: Optional application log - :param traceback: Optional traceback. - """ - body = BODY_ITEM_TEMPLATE % { - 'name': 'Description', 'value': description - } - if traceback: - traceback = '\n'.join(traceback.splitlines()[-NB_LINES_MAX:]) - body += BODY_ITEM_TEMPLATE % { - 'name': 'Traceback', 'value': '```\n%s\n```' % traceback - } - if sys_info: - sys_info = '- %s' % '\n- '.join(sys_info.splitlines()) - body += BODY_ITEM_TEMPLATE % { - 'name': 'System information', 'value': sys_info - } - return body diff --git a/APP_CRASH/Appcrash/qt.py b/APP_CRASH/Appcrash/qt.py deleted file mode 100644 index 55223ecad..000000000 --- a/APP_CRASH/Appcrash/qt.py +++ /dev/null @@ -1,27 +0,0 @@ -import logging -import sys - -_logger = logging.getLogger(__name__) - -try: - from PyQt5 import QtWidgets, QtGui, QtCore -except (ImportError, RuntimeError): - _logger.warning('failed to import PyQt5, going to try PyQt4') - try: - from PyQt4 import QtGui, QtGui as QtWidgets, QtCore - except (ImportError, RuntimeError): - _logger.warning('failed to import PyQt4, going to try PySide') - try: - from PySide import QtGui, QtCore, QtGui as QtWidgets - except (ImportError, RuntimeError): - _logger.warning('failed to import PySide') - _logger.critical('No Qt bindings found, aborting...') - try: - from unittest.mock import MagicMock - QtCore = MagicMock() - QtGui = MagicMock() - QtWidgets = MagicMock() - except ImportError: - sys.exit(1) - -__all__ = ['QtCore', 'QtGui', 'QtWidgets'] diff --git a/APP_CRASH/forms/dlg_github_login.ui b/APP_CRASH/forms/dlg_github_login.ui deleted file mode 100644 index ea1fbe1d5..000000000 --- a/APP_CRASH/forms/dlg_github_login.ui +++ /dev/null @@ -1,105 +0,0 @@ - - - Dialog - - - - 0 - 0 - 366 - 248 - - - - - 350 - 0 - - - - Sign in to github - - - - - - <html><head/><body><p align="center"><img src=":/rc/GitHub-Mark.png"/></p><p align="center">Sign in to GitHub</p></body></html> - - - - - - - 0 - - - - - Username: - - - - - - - - - - Password: - - - - - - - QLineEdit::Password - - - - - - - - - Remember me - - - - - - - Remember password - - - - - - - Sign in - - - - - - - - - - - cb_remember - toggled(bool) - cb_remember_password - setEnabled(bool) - - - 199 - 136 - - - 199 - 164 - - - - - diff --git a/APP_CRASH/forms/dlg_report_bug.ui b/APP_CRASH/forms/dlg_report_bug.ui deleted file mode 100644 index 0dc0992db..000000000 --- a/APP_CRASH/forms/dlg_report_bug.ui +++ /dev/null @@ -1,101 +0,0 @@ - - - Dialog - - - - 0 - 0 - 544 - 272 - - - - Report an issue... - - - - - - QFormLayout::ExpandingFieldsGrow - - - - - Title: - - - - - - - Title of the issue - - - - - - - Description: - - - - - - - Description of the issue (mandatory) - - - true - - - - - - - Include system information - - - Include system &information - - - - - - - Include application log - - - Include application &log - - - - - - - - - 0 - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - - - diff --git a/APP_CRASH/forms/dlg_review.ui b/APP_CRASH/forms/dlg_review.ui deleted file mode 100644 index e9c60f8bb..000000000 --- a/APP_CRASH/forms/dlg_review.ui +++ /dev/null @@ -1,119 +0,0 @@ - - - Dialog - - - - 0 - 0 - 622 - 495 - - - - Review - - - - .. - - - - - - - - - background-color:palette(highlight) ; -color: palette(highlighted-text); -padding: 10px; -border-radius:3px; - - - <html><head/><body><p align="center">Review the final report</p></body></html> - - - - - - - 1 - - - - General - - - - - - true - - - - - - - - Log - - - - - - true - - - - - - - - - - - Qt::Horizontal - - - QDialogButtonBox::Cancel|QDialogButtonBox::Ok - - - - - - - - - buttonBox - accepted() - Dialog - accept() - - - 248 - 254 - - - 157 - 274 - - - - - buttonBox - rejected() - Dialog - reject() - - - 316 - 260 - - - 286 - 274 - - - - - diff --git a/APP_CRASH/forms/qcrash.qrc b/APP_CRASH/forms/qcrash.qrc deleted file mode 100644 index 3e9decd7e..000000000 --- a/APP_CRASH/forms/qcrash.qrc +++ /dev/null @@ -1,6 +0,0 @@ - - - rc/GitHub-Mark-Light.png - rc/GitHub-Mark.png - - diff --git a/APP_CRASH/forms/rc/GitHub-Mark-Light.png b/APP_CRASH/forms/rc/GitHub-Mark-Light.png deleted file mode 100644 index 0aa1060df..000000000 Binary files a/APP_CRASH/forms/rc/GitHub-Mark-Light.png and /dev/null differ diff --git a/APP_CRASH/forms/rc/GitHub-Mark.png b/APP_CRASH/forms/rc/GitHub-Mark.png deleted file mode 100644 index 8b25551a9..000000000 Binary files a/APP_CRASH/forms/rc/GitHub-Mark.png and /dev/null differ diff --git a/Command_line.py b/Command_line.py deleted file mode 100644 index 1f54474e0..000000000 --- a/Command_line.py +++ /dev/null @@ -1,248 +0,0 @@ - - -from pathlib import Path -import os -import errno -import sys -import yaml -from utils.common.component import Bolt, Plate, Weld -from Common import * - - - -############################ Pre-Build Database Updation/Creation ################# -sqlpath = Path('ResourceFiles/Database/Intg_osdag.sql') -sqlitepath = Path('ResourceFiles/Database/Intg_osdag.sqlite') - -if sqlpath.exists(): - if not sqlitepath.exists(): - cmd = 'sqlite3 ' + str(sqlitepath) + ' < ' + str(sqlpath) - os.system(cmd) - sqlpath.touch() - print('Database Created') - - elif sqlitepath.stat().st_size == 0 or sqlitepath.stat().st_mtime < sqlpath.stat().st_mtime - 1: - try: - sqlitenewpath = Path('ResourceFiles/Database/Intg_osdag_new.sqlite') - cmd = 'sqlite3 ' + str(sqlitenewpath) + ' < ' + str(sqlpath) - error = os.system(cmd) - print(error) - # if error != 0: - # raise Exception('SQL to SQLite conversion error 1') - # if sqlitenewpath.stat().st_size == 0: - # raise Exception('SQL to SQLite conversion error 2') - os.remove(sqlitepath) - sqlitenewpath.rename(sqlitepath) - sqlpath.touch() - print('Database Updated', sqlpath.stat().st_mtime, sqlitepath.stat().st_mtime) - except Exception as e: - sqlitenewpath.unlink() - print('Error: ', e) -######################################################################################### - - - - - - -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.seated_angle_connection import SeatedAngleConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.base_plate_connection import BasePlateConnection - -from design_type.connection.beam_cover_plate import BeamCoverPlate -from design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld -from design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld - -from design_type.tension_member.tension_bolted import Tension_bolted -from design_type.tension_member.tension_welded import Tension_welded -from design_type.connection.beam_end_plate import BeamEndPlate -from design_type.connection.column_cover_plate import ColumnCoverPlate -from design_type.connection.column_end_plate import ColumnEndPlate -from design_type.compression_member.compression import Compression - - - -all_modules = {'Base Plate':BasePlateConnection, 'Beam Coverplate Weld Connection':BeamCoverPlateWeld,'Beam Coverplate Connection':BeamCoverPlate, - 'Cleat Angle':CleatAngleConnection, 'Column Coverplate Weld Connection':ColumnCoverPlateWeld, 'Column Coverplate Connection':ColumnCoverPlate, - 'Column Endplate Connection':ColumnEndPlate, 'End Plate':EndPlateConnection, 'Fin Plate':FinPlateConnection,'Seated Angle': SeatedAngleConnection, - 'Tension Members Bolted Design':Tension_bolted, 'Tension Members Welded Design':Tension_welded, 'Compression Member':Compression, - } - -available_module = {'Beam Coverplate Weld Connection':BeamCoverPlateWeld,'Beam Coverplate Connection':BeamCoverPlate, - 'Cleat Angle':CleatAngleConnection, 'Column Coverplate Weld Connection':ColumnCoverPlateWeld, 'Column Coverplate Connection':ColumnCoverPlate, - 'Column Endplate Connection':ColumnEndPlate, 'End Plate':EndPlateConnection, 'Fin Plate':FinPlateConnection,'Seated Angle': SeatedAngleConnection, - 'Tension Members Bolted Design':Tension_bolted, 'Tension Members Welded Design':Tension_welded, 'Compression Member':Compression, - } - - -def make_sure_path_exists(path): # Works on all OS. - try: - os.makedirs(path) - except OSError as exception: - if exception.errno != errno.EEXIST: - raise - - - -input_file_path = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'design_example') - -output_file_path = os.path.join(os.path.dirname(__file__), 'OUTPUT_FILES', 'Command_line_output') - - -make_sure_path_exists(output_file_path) #make sure output folder exists if not then create. - - - -osi_files = [file for file in os.listdir(input_file_path) if file.endswith(".osi")] - -files_data = [] # list of tuples in which the first item will be file name and second item will be data of that file in dictionary format. - -def precompute_data(): - - for file in osi_files: - - in_file = input_file_path + '/' + file - - with open(in_file, 'r') as fileObject: - - uiObj = yaml.load(fileObject, yaml.Loader) - - files_data.append((file, uiObj)) - - - -def create_files(): - - for file in files_data: - - data = file[1] - module = data['Module'] - file_name = file[0].split(".")[0] - file_name += ".txt" - - if module in available_module: - - main = available_module[module] - main.set_osdaglogger(None) - main.set_input_values(main, data) - - # output_dict = main.results_to_test(main) - # - # path = os.path.join(output_file_path, file_name) - # - # with open(path, "w") as content: - # content.write(str(output_dict)) - -#Block print -def blockPrint(): - sys.stdout = open(os.devnull, 'w') - -# Restore print -def enablePrint(): - sys.stdout = sys.__stdout__ - -# <<<<<<< HEAD -# module = d['Module'] -# if module == 'Fin Plate': -# main = FinPlateConnection -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# base = os.path.basename(f) -# filename = str(os.path.splitext(base)[0])+".txt" -# main.results_to_test(main, os.path.basename(filename)) -# elif module == 'Tension Members Bolted Design': -# main = Tension_bolted -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# base = os.path.basename(f) -# filename = str(os.path.splitext(base)[0]) + ".txt" -# main.results_to_test(main, os.path.basename(filename)) -# elif module == 'Tension Members Welded Design': -# main = Tension_welded -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# base = os.path.basename(f) -# filename = str(os.path.splitext(base)[0]) + ".txt" -# main.results_to_test(main, os.path.basename(filename)) -# # elif module == 'Column Coverplate Connection': -# # self = ColumnCoverPlate -# # self.set_osdaglogger() -# # self.set_input_values(self, d) -# ======= -if __name__ == '__main__': - - blockPrint() - - precompute_data() - - create_files() - -#writer = pd.ExcelWriter(workbook_name, engine='openpyxl') -# writer.book = wb -# test_in_list, test_out_list = main.results_to_test(main) -# -# # df = pd.DataFrame.from_records(list(test_out_list.items()), columns=['Check', 'Value']) -# -# input_keys = list(test_in_list.keys()) -# input_values = list(map(str, list(test_in_list.values()))) -# output_keys = list(test_out_list.keys()) -# output_values = list(map(str, list(test_out_list.values()))) -# -# while len(input_keys) != len(output_keys): -# if len(input_keys) < len(output_keys): -# for i in range(0,len(output_keys)-len(input_keys)): -# input_keys.append('') -# input_values.append('') -# else: -# for i in range(0,len(output_keys)-len(input_keys)): -# output_keys.append('') -# output_values.append('') -# -# sheet_name_as_list = [sheet_name] -# for i in range(0, len(input_keys)): -# sheet_name_as_list.append('') -# -# for row in zip(sheet_name_as_list,input_keys,input_values,output_keys,output_values): -# wb.active.append(row) -# -# # df.to_excel(writer, sheet_name=sheet_name, index=False) -# writer.save() -# writer.close() -# -# elif module == KEY_DISP_TENSION_BOLTED: -# print('filenAME', f) -# main = Tension_bolted -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# -# elif module == KEY_DISP_TENSION_WELDED: -# print('filenAME', f) -# main = Tension_welded -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# -# elif module == KEY_DISP_COLUMNCOVERPLATE: -# print('filenAME', f) -# main = ColumnCoverPlate -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# -# elif module == KEY_DISP_COLUMNCOVERPLATEWELD: -# print('filenAME', f) -# main = ColumnCoverPlateWeld -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# -# elif module == KEY_DISP_BEAMCOVERPLATE: -# print('filenAME', f) -# main = BeamCoverPlate -# main.set_osdaglogger(None) -# main.set_input_values(main, d) -# -# elif module == KEY_DISP_BEAMCOVERPLATEWELD: -# print('filenAME', f) -# main = BeamCoverPlateWeld -# main.set_osdaglogger(None) -# main.set_input_values(main, d) diff --git a/Common.py b/Common.py deleted file mode 100644 index 65892293d..000000000 --- a/Common.py +++ /dev/null @@ -1,2147 +0,0 @@ -#!/usr/bin/env python -# -*- coding: utf-8 -*- -# @author: Amir, Umair, Arsil - -import operator -import math -from utils.common.other_standards import * -import os - -PATH_TO_DATABASE = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'Database', 'Intg_osdag.sqlite') - - -import sqlite3 - -from utils.common.component import * -from utils.common.component import * -import logging -# from design_type.connection.fin_plate_connection import FinPlateConnection -# from design_type.connection.column_cover_plate import ColumnCoverPlate - -class OurLog(logging.Handler): - - def __init__(self, key): - logging.Handler.__init__(self) - - self.key = key - # self.key.setText("

Welcome to Osdag

") - - def handle(self, record): - msg = self.format(record) - if record.levelname == 'WARNING': - msg = ""+ msg +"" - elif record.levelname == 'ERROR': - msg = ""+ msg +"" - elif record.levelname == 'INFO': - msg = "" + msg + "" - self.key.append(msg) - - -def connectdb1(): - """ - Function to fetch diameter values from Bolt Table - """ - # @author: Amir - - lst = [] - conn = sqlite3.connect(PATH_TO_DATABASE) - cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") - rows = cursor.fetchall() - for row in rows: - lst.append(row) - l2 = tuple_to_str_popup(lst) - return l2 - -def connectdb2(): - """ - Function to fetch diameter values from Bolt Table - """ - # @author: Amir - - lst = [] - conn = sqlite3.connect(PATH_TO_DATABASE) - cursor = conn.execute("SELECT Diameter FROM Anchor_Bolt") - rows = cursor.fetchall() - for row in rows: - lst.append(row) - l2 = tuple_to_str_popup(lst) - return l2 - - -def connectdb(table_name, call_type="dropdown"): - - """ - Function to fetch designation values from respective Tables. - """ - - # @author: Amir - conn = sqlite3.connect(PATH_TO_DATABASE) - lst = [] - if table_name == "Angles": - cursor = conn.execute("SELECT Designation FROM Angles") - - elif table_name == "Channels": - cursor = conn.execute("SELECT Designation FROM Channels") - - elif table_name == "Beams": - cursor = conn.execute("SELECT Designation FROM Beams") - - elif table_name == "Bolt": - cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") - - elif table_name == "Material": - cursor = conn.execute("SELECT Grade FROM Material") - - elif table_name == "RHS": - cursor = conn.execute("SELECT Designation FROM RHS") - - elif table_name == "SHS": - cursor = conn.execute("SELECT Designation FROM SHS") - - elif table_name == "CHS": - cursor = conn.execute("SELECT Designation FROM CHS") - - else: - cursor = conn.execute("SELECT Designation FROM Columns") - rows = cursor.fetchall() - - for row in rows: - lst.append(row) - - final_lst = tuple_to_str(lst,call_type,table_name) - if table_name == "Material" and call_type == "dropdown": - final_lst.append("Custom") - - return final_lst - - -def connect_for_red(table_name): - - """ - Function to fetch designation values from various Tables where source is IS808_Old - """ - - # @author: Arsil - conn = sqlite3.connect(PATH_TO_DATABASE) - lst = [] - if table_name == "Angles": - cursor = conn.execute("SELECT Designation FROM Angles WHERE Source = 'IS808_Old'") - - elif table_name == "Channels": - cursor = conn.execute("SELECT Designation FROM Channels WHERE Source = 'IS808_Old'") - - elif table_name == "Beams": - cursor = conn.execute("SELECT Designation FROM Beams WHERE Source = 'IS808_Old'") - - elif table_name == "Columns": - cursor = conn.execute("SELECT Designation FROM Columns WHERE Source = 'IS808_Old'") - - else: - return [] - rows = cursor.fetchall() - - for row in rows: - lst.append(row) - - final_lst = tuple_to_str_red(lst) - return final_lst - - -def red_list_function(): - - """ - Function to form a list for old values from Columns and Beams table. - """ - - # @author: Arsil - - red_list = [] - red_list_columns = connect_for_red("Columns") - red_list_beams = connect_for_red("Beams") - red_list.extend(red_list_beams) - red_list.extend(red_list_columns) - return red_list - - -def tuple_to_str_popup(tl): - - # @author: Amir - - arr = [] - for v in tl: - val = ''.join(v) - arr.append(val) - return arr - -def tuple_to_str(tl, call_type,table_name=None): - - if call_type is "dropdown" and table_name != 'Material' and table_name != 'Bolt': - arr = ['Select Section'] - else: - arr = [] - for v in tl: - val = ''.join(v) - arr.append(val) - return arr - - -def tuple_to_str_red(tl): - arr = [] - for v in tl: - val = ''.join(v) - arr.append(val) - return arr - -def get_db_header(table_name): - - conn = sqlite3.connect(PATH_TO_DATABASE) - - if table_name == "Angles": - cursor = conn.execute("SELECT * FROM Angles") - - elif table_name == "Channels": - cursor = conn.execute("SELECT * FROM Channels") - - elif table_name == "Beams": - cursor = conn.execute("SELECT * FROM Beams") - - else: - cursor = conn.execute("SELECT * FROM Columns") - - header = [description[0] for description in cursor.description] - - return header - -def get_source(table_name, designation): - - conn = sqlite3.connect(PATH_TO_DATABASE) - - if table_name == "Angles": - cursor = conn.execute("SELECT Source FROM Angles WHERE Designation = ?", (designation,)) - - elif table_name == "Channels": - cursor = conn.execute("SELECT Source FROM Channels WHERE Designation = ?", (designation,)) - - elif table_name == "Beams": - cursor = conn.execute("SELECT Source FROM Beams WHERE Designation = ?", (designation,)) - - else: - cursor = conn.execute("SELECT Source FROM Columns WHERE Designation = ?", (designation,)) - - source = cursor.fetchone()[0] - return str(source) - - -class MaterialValidator(object): - def __init__(self, material): - self.material = str(material) - self.typ = "Unknown" - self.fy_20 = 0 - self.fy_20_40 = 0 - self.fy_40 = 0 - self.fu = 0 - self.custom_format_flag = False - self.invalid_value = "" - self.notations = ["Fy_20", "Fy_20_40", "Fy_40", "Fu"] - material = self.material.split("_") - if len(material) == 5: - self.typ = material[0] - self.fy_20 = material[1] - self.fy_20_40 = material[2] - self.fy_40 = material[3] - self.fu = material[4] - self.values = [self.fy_20, self.fy_20_40, self.fy_40, self.fu] - if self.typ == "Cus": - for i in self.values: - if str(i) != "" and str(i).isdigit(): - self.custom_format_flag = True - else: - self.custom_format_flag = False - break - - def is_already_in_db(self): - if self.material in connectdb("Material", call_type="popup"): - return True - else: - return False - - def is_format_custom(self): - return self.custom_format_flag - - def is_valid_custom(self): - - min_allowed = [165, 165, 165, 165] - max_allowed = [1500, 1500, 1500, 1500] - for i in range(4): - if self.values[i] == "": - continue - if min_allowed[i] <= int(self.values[i]) <= max_allowed[i]: - pass - else: - self.invalid_value = self.notations[i] - break - - if self.invalid_value: - return False - else: - return self.custom_format_flag - -########################## -# Type Keys (Type of input field, tab type etc.) -########################### -TYPE_COMBOBOX = 'ComboBox' -TYPE_COMBOBOX_FREEZE = 'Disable_ComboBoc' -TYPE_TEXTBOX = 'TextBox' -TYPE_TITLE = 'Title' -TYPE_LABEL = 'Label' -TYPE_IMAGE = 'Image' -TYPE_IMAGE_COMPRESSION = 'Image_compression' -TYPE_COMBOBOX_CUSTOMIZED = 'ComboBox_Customized' -TYPE_OUT_BUTTON = 'Output_dock_Button' -TYPE_OUT_DOCK = 'Output_dock_Item' -TYPE_OUT_LABEL = 'Output_dock_Label' -TYPE_BREAK = 'Break' -TYPE_ENTER = 'Enter' -TYPE_TEXT_BROWSER = 'TextBrowser' -TYPE_NOTE = 'Note' -TYPE_WARNING = 'Warning' -DESIGN_FLAG = 'False' -VALUE_NOT_APPLICABLE = 'N/A' -TYPE_TAB_1 = "TYPE_TAB_1" -TYPE_TAB_2 = "TYPE_TAB_2" -TYPE_TAB_3 = "TYPE_TAB_3" -TYPE_SECTION = 'Popup_Section' -TYPE_CUSTOM_MATERIAL = 'New_Material_Popup' -TYPE_CUSTOM_SECTION = 'New_Section_Popup' -TYPE_ENABLE_DISABLE = 'Enable/Disable' -TYPE_CHANGE_TAB_NAME = 'Change tab_name' -TYPE_REMOVE_TAB = 'Remove tab' -TYPE_OVERWRITE_VALIDATION = 'Overwrite_validation' -KEY_IMAGE = 'Image' -TYP_BEARING = "Bearing Bolt" -TYP_FRICTION_GRIP = "Friction Grip Bolt" - -################################### -# Module Keys DONOT CHANGE THESE -################################### -KEY_MAIN_MODULE = 'Main Module' -KEY_MODULE_STATUS = 'Module.Status' - -TYPE_MODULE = 'Window Title' - -KEY_DISP_FINPLATE = 'Fin Plate Connection' -KEY_DISP_ENDPLATE = 'End Plate Connection' -KEY_DISP_CLEATANGLE = 'Cleat Angle Connection' -KEY_DISP_SEATED_ANGLE = 'Seated Angle Connection' -KEY_DISP_BASE_PLATE = 'Base Plate Connection' - -KEY_DISP_BEAMCOVERPLATE = 'Beam-to-Beam Cover Plate Bolted Connection' -KEY_DISP_COLUMNCOVERPLATE = 'Column-to-Column Cover Plate Bolted Connection' -KEY_DISP_BEAMCOVERPLATEWELD = 'Beam-to-Beam Cover Plate Welded Connection' -KEY_DISP_COLUMNCOVERPLATEWELD = 'Column-to-Column Cover Plate Welded Connection' -# KEY_DISP_BEAMENDPLATE = 'Beam End Plate Connection' -KEY_DISP_COLUMNENDPLATE = 'Column-to-Column End Plate Connection' -KEY_DISP_BCENDPLATE = 'Beam-to-Column End Plate Connection' -KEY_DISP_TENSION_BOLTED = 'Tension Member Design - Bolted to End Gusset' -KEY_DISP_TENSION_WELDED = 'Tension Member Design - Welded to End Gusset' -KEY_DISP_COMPRESSION = 'Compression Member' -KEY_DISP_BB_EP_SPLICE = 'Beam-to-Beam End Plate Connection' - -DISP_TITLE_CM = 'Connecting Members' - -################################### -# All Input Keys -################################### -KEY_MODULE = 'Module' -KEY_CONN = 'Connectivity' -KEY_LOCATION = 'Conn_Location' -KEY_ENDPLATE_TYPE = 'EndPlateType' -KEY_MATERIAL = 'Material' -KEY_MATERIAL_ST_SK = 'Material' -KEY_MATERIAL_FU = 'Material.Fu' -KEY_MATERIAL_FY = 'Material.Fy' - - -KEY_SEC_MATERIAL = 'Member.Material' -KEY_SEC_FU = 'Member.Fu' #Extra Keys -KEY_SEC_FY = 'Member.Fy' #Extra Keys - -KEY_SECSIZE = 'Member.Designation' -KEY_SECSIZE_DP = 'Member.Designation_dp' -KEY_SECSIZE_SELECTED = 'Member.Designation_Selected' #Extra Keys for Display -KEY_SUPTNGSEC = 'Member.Supporting_Section.Designation' -KEY_SUPTNGSEC_MATERIAL = 'Member.Supporting_Section.Material' -KEY_A = 'Member.A' -KEY_B = 'Member.B' - - -KEY_SUPTDSEC_FU = 'Member.Supported_Section.Fu' #Extra Keys for DP Display -KEY_SUPTDSEC_FY = 'Member.Supported_Section.Fy' #Extra Keys for DP Display - -KEY_SUPTDSEC = 'Member.Supported_Section.Designation' -KEY_SUPTDSEC_MATERIAL = 'Member.Supported_Section.Material' -KEY_SUPTNGSEC_FU = 'Member.Supporting_Section.Fu' #Extra Keys for DP Display -KEY_SUPTNGSEC_FY = 'Member.Supporting.Section.Fy' #Extra Keys for DP Display - -KEY_LENGTH = 'Member.Length' -KEY_SEC_PROFILE = 'Member.Profile' - -KEY_SHEAR = 'Load.Shear' -KEY_AXIAL = 'Load.Axial' -KEY_MOMENT = 'Load.Moment' - -KEY_D = 'Bolt.Diameter' -KEY_TYP = 'Bolt.Type' -KEY_GRD = 'Bolt.Grade' - -# KEY_DP_BOLT_MATERIAL_G_O = 'Bolt.Material_Grade_OverWrite' -KEY_DP_BOLT_HOLE_TYPE = 'Bolt.Bolt_Hole_Type' -KEY_DP_BOLT_TYPE = 'Bolt.TensionType' -KEY_DP_BOLT_SLIP_FACTOR = 'Bolt.Slip_Factor' - -KEY_CONNECTOR_MATERIAL = 'Connector.Material' -KEY_CONNECTOR_FU = 'Connector.Fu' #Extra Keys for DP Display -KEY_CONNECTOR_FY = 'Connector.Fy' #Extra Keys for DP Display -KEY_CONNECTOR_FY_20 = 'Connector.Fy_20' #Extra Keys for DP Display -KEY_CONNECTOR_FY_20_40 = 'Connector.Fy_20_40' #Extra Keys for DP Display -KEY_CONNECTOR_FY_40 = 'Connector.Fy_40' #Extra Keys for DP Display - -KEY_PLATETHK = 'Connector.Plate.Thickness_List' -KEY_FLANGEPLATE_PREFERENCES = 'Connector.Flange_Plate.Preferences' -KEY_FLANGEPLATE_THICKNESS = 'Connector.Flange_Plate.Thickness_list' -KEY_WEBPLATE_THICKNESS = 'Connector.Web_Plate.Thickness_List' -KEY_ANGLE_LIST='Connector.Angle_List' -KEY_ANGLE_SELECTED = 'Connector.Angle_Selected' -KEY_SEATEDANGLE = 'Connector.Seated_Angle_List' -KEY_TOPANGLE = 'Connector.Top_Angle' -KEY_DISP_ANGLE_LIST = 'Seated Angle List' -KEY_DISP_CLEAT_ANGLE_LIST = 'Cleat Angle List' -KEY_DISP_TOPANGLE_LIST = 'Top Angle List' - -KEY_MOMENT_MAJOR = 'Load.Moment.Major' -KEY_MOMENT_MINOR = 'Load.Moment.Minor' -KEY_ANCHOR_OCF = 'Anchor Bolt.OCF' -KEY_DISP_ANCHOR_OCF = 'Anchor Bolt Outside Column Flange' -KEY_ANCHOR_ICF = 'Anchor Bolt.ICF' -KEY_DISP_ANCHOR_ICF = 'Anchor Bolt Inside Column Flange' -KEY_DISP_ANCHOR_GENERAL = 'General' -KEY_DIA_ANCHOR_OCF = 'Anchor Bolt.OCF.Diameter' -KEY_DIA_ANCHOR_ICF = 'Anchor Bolt.ICF.Diameter' -KEY_TYP_ANCHOR = 'Anchor Bolt.Type' -KEY_GRD_ANCHOR_OCF = 'Anchor Bolt.OCF.Grade' -KEY_GRD_ANCHOR_ICF = 'Anchor Bolt.ICF.Grade' -KEY_GRD_FOOTING = 'Footing.Grade' - - -KEY_DP_WELD_FAB = 'Weld.Fab' -KEY_DP_WELD_MATERIAL_G_O = 'Weld.Material_Grade_OverWrite' -KEY_DP_WELD_TYPE = 'Weld.Type' - -KEY_DP_DETAILING_EDGE_TYPE = 'Detailing.Edge_type' -KEY_DP_DETAILING_GAP = 'Detailing.Gap' -KEY_DP_DETAILING_CORROSIVE_INFLUENCES = 'Detailing.Corrosive_Influences' - -KEY_DP_DESIGN_METHOD = 'Design.Design_Method' - -################### -# Value Keys -################### - -RED_LIST = [KEY_SUPTNGSEC, KEY_SUPTDSEC, KEY_SECSIZE] -VALUES_CONN_SPLICE = ['Coplanar Tension-Compression Flange', 'Coplanar Tension Flange', 'Coplanar Compression Flange'] -CONN_CFBW = 'Column Flange-Beam Web' -CONN_CWBW = 'Column Web-Beam Web' -VALUES_CONN_1 = [CONN_CFBW, CONN_CWBW] -VALUES_CONN_2 = ['Beam-Beam'] -VALUES_CONN_3 = ['Flush End Plate', 'Extended Both Ways'] -VALUES_CONN = VALUES_CONN_1 + VALUES_CONN_2 -VALUES_ENDPLATE_TYPE = ['Flushed - Reversible Moment', 'Extended One Way - Irreversible Moment', 'Extended Both Ways - Reversible Moment'] -# VALUES_CONN_BP = ['Welded Column Base', 'Welded+Bolted Column Base', 'Moment Base Plate', 'Hollow/Tubular Column Base'] -VALUES_CONN_BP = ['Welded Column Base', 'Moment Base Plate', 'Hollow/Tubular Column Base'] -VALUES_LOCATION = ['Select Location','Long Leg', 'Short Leg', 'Web'] - -# TODO: Every one is requested to use VALUES_ALL_CUSTOMIZED key instead of all other keys -VALUES_ALL_CUSTOMIZED = ['All', 'Customized'] -VALUES_ENDPLATE_THICKNESS = ['All', 'Customized'] -VALUES_DIA_ANCHOR = ['All', 'Customized'] -VALUES_GRD_ANCHOR = ['All', 'Customized'] -VALUES_D = ['All', 'Customized'] -VALUES_GRD = ['All', 'Customized'] -VALUES_PLATETHK = ['All', 'Customized'] -VALUES_FLANGEPLATE_THICKNESS = ['All', 'Customized'] -VALUES_WEBPLATE_THICKNESS = ['All', 'Customized'] -VALUES_ANGLESEC= ['All', 'Customized'] - -ALL_WELD_SIZES = [3, 4, 5, 6, 8, 10, 12, 14, 16] -VALUES_TYP_ANCHOR = ['End Plate Type', 'IS 5624-Type A', 'IS 5624-Type B'] -VALUES_GRD_FOOTING = ['Select Grade', 'M10', 'M15', 'M20', 'M25', 'M30', 'M35', 'M40', 'M45', 'M50', 'M55'] -VALUES_TYP = [TYP_BEARING, TYP_FRICTION_GRIP] -TYP_FRICTION_GRIP = 'Friction Grip Bolt' -TYP_BEARING = 'Bearing Bolt' - -# VALUES_GRD_CUSTOMIZED = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] -VALUES_GRD_CUSTOMIZED = IS1367_Part3_2002.get_bolt_PC() - -# standard as per IS 1730:1989 -PLATE_THICKNESS_IS_1730_1989 = ['5', '6', '7', '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63'] -# standard as per SAIL's product brochure -PLATE_THICKNESS_SAIL = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', - '110', '120'] - -VALUES_PLATETHICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL -VALUES_PLATETHK_CUSTOMIZED = PLATE_THICKNESS_SAIL -VALUES_ENDPLATE_THICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL -VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL - -# TODO: delete the below list (commented) after verification -# VALUES_PLATETHK_CUSTOMIZED = ['3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', '22', '24','25', '26', '28', '30','32','36','40','45','50','56','63','80'] -# VALUES_ENDPLATE_THICKNESS_CUSTOMIZED = ['3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', '22', '24', '26', '28', '30'] -# VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED = VALUES_ENDPLATE_THICKNESS_CUSTOMIZED[3:12] + ['25','28','32','36','40','45','50','56','63','80'] - - - -VALUES_FLANGEPLATE_PREFERENCES = ['Outside','Outside + Inside'] -VALUES_LOCATION_1 = ['Long Leg', 'Short Leg'] -VALUES_LOCATION_2 = ["Web"] -VALUES_SECTYPE = ['Select Type','Beams','Columns','Angles','Back to Back Angles','Star Angles','Channels','Back to back Channels'] - -VALUES_CONNLOC_BOLT = ['Bolted','Web','Flange','Leg','Back to Back Web','Back to Back Angles','Star Angles'] -VALUES_CONNLOC_WELD = ['Welded','Web','Flange','Leg','Back to Back Web','Back to Back Angles','Star Angles'] -VALUES_DIAM = connectdb("Bolt") -# VALUES_DIAM = ['Select diameter','12','16','20','24','30','36'] -VALUES_IMG_TENSIONBOLTED = ["ResourceFiles/images/bA.png","ResourceFiles/images/bBBA.png","ResourceFiles/images/bSA.png","ResourceFiles/images/bC.png","ResourceFiles/images/bBBC.png"] -VALUES_IMG_TENSIONWELDED = ["ResourceFiles/images/wA.png","ResourceFiles/images/wBBA.png","ResourceFiles/images/wSA.png","ResourceFiles/images/wC.png","ResourceFiles/images/wBBC.png"] -VALUES_IMG_TENSIONBOLTED_DF01 = ["ResourceFiles/images/equaldp.png","ResourceFiles/images/bblequaldp.png","ResourceFiles/images/bbsequaldp.png","ResourceFiles/images/salequaldp.png","ResourceFiles/images/sasequaldp.png"] -VALUES_IMG_TENSIONBOLTED_DF02 = ["ResourceFiles/images/unequaldp.png","ResourceFiles/images/bblunequaldp.png","ResourceFiles/images/bbsunequaldp.png","ResourceFiles/images/salunequaldp.png","ResourceFiles/images/sasunequaldp.png"] - -VALUES_IMG_TENSIONBOLTED_DF03 = ["ResourceFiles/images/Slope_Channel.png","ResourceFiles/images/Parallel_Channel.png","ResourceFiles/images/Slope_BBChannel.png","ResourceFiles/images/Parallel_BBChannel.png"] - -VALUES_IMG_BEAM = ["ResourceFiles/images/Slope_Beam.png","ResourceFiles/images/Parallel_Beam.png"] -VALUES_IMG_HOLLOWSECTION = ["ResourceFiles/images/SHS.png","ResourceFiles/images/RHS.png","ResourceFiles/images/CHS.png"] - -VALUES_BEAMSEC = connectdb("Beams") -VALUES_SECBM = connectdb("Beams") -VALUES_COLSEC = connectdb("Columns") -VALUES_MATERIAL = connectdb("Material") -VALUES_MATERIAL_SELECTED = "E 250 (Fe 410 W)A" -VALUES_PRIBM = connectdb("Beams") - - -############################ -# Display Keys (Input Dock, Output Dock, Design preference, Design report) -############################ - -KEY_DISP_SHEAR_YLD = 'Shear Yielding Capacity (kN)' -KEY_DISP_SHEAR_RUP = 'Shear Rupture Capacity (kN)' -KEY_DISP_PLATE_BLK_SHEAR_SHEAR = 'Block Shear Capacity in Shear (kN)' -KEY_DISP_PLATE_BLK_SHEAR_TENSION = 'Block Shear Capacity in Tension (kN)' -KEY_DISP_SHEAR_CAPACITY = 'Shear Capacity (kN)' -KEY_DISP_BEARING_LENGTH = 'Bearing Length' -KEY_DISP_ALLOW_SHEAR = 'Allowable Shear Capacity (kN)' -DISP_LOWSHEAR = 'Limited to low shear capacity' - -KEY_DISP_BLK_SHEAR = 'Block Shear Capacity (kN)' -KEY_DISP_MOM_DEMAND = 'Moment Demand (kNm)' -KEY_DISP_MOM_CAPACITY = 'Moment Capacity (kNm)' -DISP_MIN_PITCH = 'Min. Pitch Distance (mm)' -DISP_MAX_PITCH = 'Max. Pitch Distance (mm)' -DISP_MIN_GAUGE = 'Min. Gauge Distance (mm)' -DISP_MAX_GAUGE = 'Max. Gauge Distance (mm)' -DISP_CS_GAUGE = 'Cross-centre Gauge Distance (mm)' -DISP_MIN_EDGE = 'Min. Edge Distance (mm)' -KEY_SPACING = "Spacing Check" -DISP_MAX_EDGE = 'Max. Edge Distance (mm)' -DISP_MIN_END = 'Min. End Distance (mm)' -DISP_MAX_END = 'Max. End Distance (mm)' -DISP_MIN_PLATE_HEIGHT = 'Min. Plate Height (mm)' -DISP_MAX_PLATE_HEIGHT = 'Max. Plate Height (mm)' -DISP_MIN_PLATE_LENGTH = 'Min. Plate Length (mm)' -DISP_MAX_PLATE_WIDTH = 'Max. Plate Width (mm)' -DISP_MIN_PLATE_WIDTH = 'Min. Plate Width (mm)' -DISP_MIN_LEG_LENGTH = 'Min. Leg Length (mm)' -DISP_MIN_CLEAT_HEIGHT = 'Min. Cleat Angle Height' -DISP_MAX_CLEAT_HEIGHT = 'Max. Cleat Angle Height' -DISP_MIN_CLEAT_THK = 'Min. Cleat Angle Thickness (mm)' -DISP_MIN_WIDTH = 'Minimum Width (mm)' -DISP_MIN_PLATE_THICK = 'Min. Plate Thickness (mm)' - -######### Minimun for Flange#### -DISP_MIN_FLANGE_PLATE_HEIGHT = 'Min. Flange Plate Width (mm)' -DISP_MAX_FLANGE_PLATE_HEIGHT = 'Max. Flange Plate Width (mm)' -DISP_MIN_FLANGE_PLATE_LENGTH = 'Min. Flange Plate Length (mm)' -DISP_MIN_FLANGE_PLATE_THICK = 'Min. Flange Plate Thickness (mm)' - -######### Minimun for Flange#### -DISP_MIN_WEB_PLATE_HEIGHT = 'Min. Web Plate Height (mm)' -DISP_MAX_WEB_PLATE_HEIGHT = 'Max. Web Plate Height (mm)' -DISP_MIN_WEB_PLATE_LENGTH = 'Min. Web Plate Width (mm)' -DISP_MIN_WEB_PLATE_THICK = 'Min. Web Plate Thickness (mm)' - - - - -DISP_MIN_PLATE_INNERHEIGHT = 'Min. Inner Plate Width (mm)' -DISP_MAX_PLATE_INNERHEIGHT = 'Max. Inner Plate Width (mm)' -DISP_MIN_PLATE_INNERLENGTH = 'Min. Inner Plate Length (mm)' - - -KEY_DISP_FU = 'Ultimate Strength, Fu (MPa)' -KEY_DISP_FY = 'Yield Strength, Fy (MPa)' -KEY_DISP_IR = 'Interaction Ratio' -DISP_WELD_SIZE = 'Weld Size (mm)' -DISP_MIN_WELD_SIZE = 'Min. Weld Size (mm)' -DISP_MAX_WELD_SIZE = 'Max. Weld Size (mm)' -DISP_THROAT = 'Throat Thickness (mm)' -DISP_WEB_WELD_SIZE_REQ = 'Web Weld Size Required (mm)' - -DISP_WELD_STRENGTH = 'Weld Strength (N/mm)' -DISP_WELD_STRENGTH_MPA = 'Weld Strength (N/mm2)' -KEY_DISP_FY_20 = 'Yield Strength, Fy (MPa) (0-20mm)' -KEY_DISP_FY_20_40 = 'Yield Strength, Fy (MPa) (20-40mm)' -KEY_DISP_FY_40 = 'Yield Strength, Fy (MPa) (>40mm)' -DISP_TITLE_ANCHOR_BOLT = 'Anchor Bolt' -DISP_TITLE_ANCHOR_BOLT_OUTSIDE_CF = 'Anchor Bolt - Outside Column Flange' -DISP_TITLE_ANCHOR_BOLT = 'Anchor Bolt' -DISP_TITLE_FOOTING = 'Pedestal/Footing' - -KEY_DISP_CONN = 'Connectivity' - -KEY_DISP_ENDPLATE_TYPE = 'End Plate Type' - - -# VALUES_CONN_BP = ['Welded-Slab Base', 'Bolted-Slab Base', 'Gusseted Base Plate', 'Hollow Section'] - -KEY_DISP_LENGTH = 'Length (mm) *' -KEY_DISP_LOCATION = 'Conn_Location *' -KEY_DISP_MATERIAL = 'Material' -KEY_DISP_SUPTNGSEC = 'Supporting Section' -KEY_DISP_SUPTNGSEC_REPORT = 'Supporting Section - Mechanical Properties' -KEY_DISP_COLSEC = 'Column Section *' -KEY_DISP_COLSEC_REPORT = 'Column Section' -KEY_DISP_PRIBM = 'Primary Beam *' -KEY_DISP_SUPTDSEC = 'Supported Section' -KEY_DISP_SUPTDSEC_REPORT = 'Supported Section - Mechanical Properties' -KEY_DISP_BEAMSEC = 'Beam Section *' -KEY_DISP_BEAMSEC_REPORT = 'Beam Section' -KEY_DISP_SECBM = 'Secondary Beam *' -DISP_TITLE_FSL = 'Factored Loads' -KEY_DISP_MOMENT = 'Bending Moment (kNm)' - -KEY_DISP_TOP_ANGLE = 'Top Angle' - -KEY_DISP_DIA_ANCHOR = 'Diameter(mm)' -DISP_TITLE_BOLT = 'Bolt' -DISP_TITLE_CRITICAL_BOLT = 'Critical Bolt Design' -DISP_TITLE_CRITICAL_BOLT_SHEAR = 'Critical Bolt - Shear Design' -DISP_TITLE_BOLT_CAPACITY = 'Bolt Capacity' - -DISP_TITLE_FLANGESPLICEPLATE = 'Flange Splice Plate ' -DISP_TITLE_FLANGESPLICEPLATE_OUTER = 'Outer Plate ' -DISP_TITLE_FLANGESPLICEPLATE_INNER = 'Inner Plate ' -KEY_DISP_SLENDER = 'Slenderness' - - -KEY_DISP_PLATETHK = 'Thickness (mm)' -KEY_DISP_DPPLATETHK = 'Endplate thickness, T (mm)' -KEY_DISP_DPPLATETHK01 = 'Endplate thickness, Tp (mm)' - -DISP_TITLE_TENSION = 'Tension Capacity' -KEY_DISP_FLANGESPLATE_PREFERENCES = 'Preference' -KEY_DISP_FLANGESPLATE_THICKNESS = 'Thickness (mm)' -KEY_DISP_INNERFLANGESPLATE_THICKNESS = 'Thickness (mm)' - -DISP_TITLE_WELD = 'Weld' -DISP_TITLE_WELD_CAPACITY = 'Weld Capacity' -DISP_TITLE_END_CONNECTION = 'End Connection' -DISP_TITLE_WELD_DETAILS = 'Weld Details' -DISP_TITLE_CONN_DETAILS = 'Connection Details' - - -KEY_DISP_FLANGE_CAPACITY= 'Capacity' -KEY_DISP_FLANGE_PLATE_GAUGE ="Gauge Distance (mm)" -KEY_DISP_FLANGE_SPACING = 'Spacing (mm)' -KEY_DISP_END_DIST_FLANGE = 'End Distance' -KEY_DISP_EDGEDIST_FLANGE= 'Edge Distance (mm)' -KEY_DISP_FLANGE_PLATE_PITCH = 'Pitch Distance (mm)' - -KEY_DISP_FLANGE_PLATE_TEN_CAP ="Flange Plate Tension Capacity (kN)" -DISP_TITLE_SECTION = 'Section Details' -DISP_TITLE_TENSION_SECTION = 'Section Details' -SECTION_CLASSIFICATION = "Section Classification" - -KEY_DISP_D = 'Diameter (mm)' -KEY_DISP_SHEAR = 'Shear Force (kN)' -KEY_DISP_AXIAL = 'Axial Force (kN)' -KEY_DISP_AXIAL_STAR = 'Axial (kN)* ' -DISP_TITLE_PLATE = 'Plate' -KEY_DISP_TYP = 'Type' -KEY_DISP_TYP_ANCHOR = 'Anchor Type' -KEY_DISP_GRD_ANCHOR = 'Property Class' -KEY_DISP_GRD_FOOTING = 'Grade*' -KEY_DISP_GRD = 'Property Class' -KEY_DISP_BOLT_PRE_TENSIONING = 'Bolt Tension' - -KEY_DISP_MOMENT_MAJOR = ' - Major axis (Mz-z)' -KEY_DISP_MOMENT_MINOR = ' - Minor axis (My-y)' - -# Applied load -KEY_INTERACTION_RATIO ="Interaction Ratio" -MIN_LOADS_REQUIRED ="Minimum Required Load" -KEY_DISP_APPLIED_SHEAR_LOAD = 'Applied Shear Force (kN)' -KEY_DISP_APPLIED_AXIAL_FORCE = 'Applied Axial Force (kN)' -KEY_DISP_APPLIED_MOMENT_LOAD = 'Applied Moment (kNm)' -KEY_DISP_AXIAL_FORCE_CON = 'Axial Load Considered (kN)' - -# capacity - -KEY_OUT_DISP_AXIAL_CAPACITY = "Axial Capacity Member (kN)" -KEY_OUT_DISP_SHEAR_CAPACITY = "Shear Capacity Member (kN)" -KEY_OUT_DISP_MOMENT_CAPACITY = "Moment Capacity Member (kNm)" -KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY = 'Plastic Moment Capacity (kNm)' -KEY_OUT_DISP_MOMENT_D_DEFORMATION= 'Moment Deformation Criteria (kNm)' -KEY_OUT_DISP_SHEAR_CAPACITY_M = "Shear Capacity (kN)" - - -KEY_OUT_DIA_ANCHOR = 'Anchor Bolt.Diameter' -KEY_DISP_OUT_DIA_ANCHOR = 'Diameter (mm)' -KEY_OUT_GRD_ANCHOR = 'Anchor Bolt.Grade' -KEY_DISP_OUT_GRD_ANCHOR = 'Property Class' -KEY_OUT_ANCHOR_BOLT_LENGTH = 'Anchor Bolt.Length' -KEY_DISP_OUT_ANCHOR_BOLT_LENGTH = 'Anchor Length (mm)' -KEY_OUT_ANCHOR_BOLT_NO = 'Anchor Bolt.No of Anchor Bolts' -KEY_DISP_OUT_ANCHOR_BOLT_NO = 'No. of Anchors' - - -KEY_OUT_DISP_ANCHOR_BOLT_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_DISP_ANCHOR_BOLT_BEARING = 'Bearing Capacity (kN)' -KEY_OUT_DISP_ANCHOR_BOLT_CAPACITY = 'Bolt Capacity (kN)' -KEY_OUT_DISP_ANCHOR_BOLT_COMBINED = 'Combined Capacity (kN)' -KEY_OUT_DISP_ANCHOR_BOLT_TENSION_DEMAND = 'Tension Demand (kN)' -KEY_OUT_DISP_ANCHOR_BOLT_TENSION = 'Tension Capacity (kN)' - - -DISP_TITLE_ANCHOR_BOLT_UPLIFT = 'Anchor Bolt - Inside Column Flange' -KEY_OUT_DIA_ANCHOR_UPLIFT = 'Anchor Bolt.Diameter_Uplift' -KEY_DISP_OUT_DIA_ANCHOR_UPLIFT = 'Diameter (mm)' -KEY_OUT_GRD_ANCHOR_UPLIFT = 'Anchor Bolt.Grade_Uplift' -KEY_DISP_OUT_GRD_ANCHOR_UPLIFT = 'Property Class' -KEY_OUT_ANCHOR_UPLIFT_BOLT_NO = 'Anchor Bolt.No of Anchor Bolts_Uplift' -KEY_DISP_OUT_ANCHOR_UPLIFT_BOLT_NO = 'No. of Anchor Bolts' -KEY_OUT_ANCHOR_BOLT_LENGTH_UPLIFT = 'Anchor Bolt.Length_Uplift' -KEY_DISP_OUT_ANCHOR_BOLT_LENGTH_UPLIFT = 'Anchor Length (mm)' -KEY_OUT_ANCHOR_BOLT_TENSION_UPLIFT = 'Anchor Bolt.Tension_Uplift' -KEY_OUT_DISP_ANCHOR_BOLT_TENSION_UPLIFT = 'Tension Capacity (kN)' -KEY_OUT_ANCHOR_BOLT_TENSION_DEMAND_UPLIFT = 'Anchor Bolt.Tension_Demand_Uplift' -KEY_OUT_DISP_ANCHOR_BOLT_TENSION_DEMAND_UPLIFT = 'Tension Demand (kN)' - -DISP_TITLE_MEMBER_CAPACITY ="Member Capacity" -KEY_DISP_MEMBER_CAPACITY = "Member Capacity" - - -KEY_OUT_DISP_BASEPLATE_WIDTH = 'Width (mm)' -KEY_OUT_DISP_BASEPLATE_LENGTH = 'Length (mm)' -KEY_OUT_DISP_BASEPLATE_THICKNNESS = 'Thickness (mm)' -DISP_TITLE_DETAILING = 'Detailing' -DISP_TITLE_TYPICAL_DETAILING = 'Typical Detailing' -DISP_TITLE_DETAILING_OCF = 'Detailing - Outside Column Flange' -DISP_TITLE_DETAILING_ICF = 'Detailing - Inside Column Flange' - -KEY_OUT_DISP_DETAILING_NO_OF_ANCHOR_BOLT = 'Total No. of Anchor Bolts' - -KEY_OUT_DISP_DETAILING_PITCH_DISTANCE = 'Pitch Distance (mm)' -KEY_IN_DISP_DETAILING_PITCH_DISTANCE = 'Pitch Distance (mm)' - -KEY_OUT_DISP_DETAILING_GAUGE_DISTANCE = 'Gauge Distance (mm)' -KEY_IN_DISP_DETAILING_GAUGE_DISTANCE = 'Gauge Distance (mm)' -KEY_OUT_DISP_DETAILING_CS_GAUGE_DISTANCE = 'Cross-centre Gauge (mm)' -KEY_OUT_DETAILING_END_DISTANCE = 'Detailing.EndDistanceOut' -KEY_IN_DETAILING_END_DISTANCE = 'Detailing.EndDistanceIn' - -KEY_OUT_DISP_DETAILING_END_DISTANCE = 'End Distance (mm)' -KEY_IN_DISP_DETAILING_END_DISTANCE = 'End Distance (mm)' - -KEY_OUT_DISP_DETAILING_EDGE_DISTANCE = "Edge Distance (mm)" -KEY_IN_DISP_DETAILING_EDGE_DISTANCE = "Edge Distance (mm)" - -KEY_OUT_DISP_DETAILING_PROJECTION = 'Effective Projection (mm)' -DISP_TITLE_STIFFENER_PLATE = 'Stiffener Plate' -DISP_OUT_TITLE_STIFFENER_PLATE = 'Stiffener.StiffenerPlate' -DISP_OUT_TITLE_CHS_STIFFENER_PLATE = 'Stiffener.StiffenerPlate' -DISP_TITLE_CONTINUITY_PLATE = 'Continuity Plate' -DISP_TITLE_COL_WEB_STIFFENER_PLATE = 'Column Web Stiffener Plate' -KEY_OUT_DISP_STIFFENER_PLATE_THICKNESS = 'Thickness (mm)' -KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_DISP_STIFFENER_PLATE_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_DISP_STIFFENER_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_DISP_STIFFENER_PLATE_MOMENT = 'Moment Capacity (kNm)' -KEY_OUT_DISP_GUSSET_PLATE_MOMENT = 'Moment Capacity (kNm)' -KEY_OUT_DISP_GUSSET_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_DISP_GUSSET_PLATE_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_DISP_GUSSET_PLATE_THICKNESS = 'Thickness (mm)' -KEY_OUT_DISP_GUSSET_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -DISP_TITLE_GUSSET_PLATE = 'Gusset Plate Details' -KEY_DISP_FLANGE_PLATE_LENGTH = 'Length (mm)' -KEY_DISP_FLANGE_PLATE_HEIGHT = 'Width (mm)' -KEY_DISP_INNERFLANGESPLICEPLATE = "Inner Plate Details" -DISP_TITLE_INNERFLANGESPLICEPLATE = 'Inner Flange splice plate' -KEY_DISP_INNERFLANGE_PLATE_HEIGHT = 'Width (mm)' -KEY_DISP_INNERFLANGE_PLATE_LENGTH = 'Length (mm)' - - - - -# DISP_TITLE_GUSSET_PLATE = 'Gusset Plate' -# KEY_OUT_GUSSET_PLATE_THICKNNESS = 'GussetPlate.Thickness' -# KEY_OUT_DISP_GUSSET_PLATE_THICKNESS = 'Thickness (mm)' -# KEY_OUT_GUSSET_PLATE_SHEAR_DEMAND = 'GussetPlate.Shear_Demand' -# KEY_OUT_DISP_GUSSET_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -# KEY_OUT_GUSSET_PLATE_SHEAR = 'GussetPlate.Shear' -# KEY_OUT_DISP_GUSSET_PLATE_SHEAR = 'Shear Capacity (kN)' -# KEY_OUT_GUSSET_PLATE_MOMENT_DEMAND = 'GussetPlate.Moment_Demand' -# KEY_OUT_DISP_GUSSET_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' -# KEY_OUT_GUSSET_PLATE_MOMENT = 'GussetPlate.Moment' -# KEY_OUT_DISP_GUSSET_PLATE_MOMENT = 'Moment Capacity (kNm)' - -KEY_OUT_STIFFENER_PLATE_FLANGE = 'Stiffener_Plate.Column_flange' -KEY_DISP_OUT_STIFFENER_PLATE_FLANGE = 'Stiffener Plate' -DISP_TITLE_STIFFENER_PLATE_FLANGE = 'Stiffener Plate along Column flange' -KEY_OUT_STIFFENER_PLATE_FLANGE_LENGTH = 'Stiffener_Plate_Flange.Length' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_LENGTH = 'Length (mm)' -KEY_OUT_STIFFENER_PLATE_FLANGE_HEIGHT = 'Stiffener_Plate_Flange.Height' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_HEIGHT = 'Height (mm)' -KEY_OUT_STIFFENER_PLATE_FLANGE_THICKNNESS = 'Stiffener_Plate_Flange.Thickness' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_THICKNESS = 'Thickness (mm)' -KEY_OUT_STIFFENER_PLATE_FLANGE_SHEAR_DEMAND = 'Stiffener_Plate_Flange.Shear_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_STIFFENER_PLATE_FLANGE_SHEAR = 'Stiffener_Plate_Flange.Shear' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_STIFFENER_PLATE_FLANGE_MOMENT_DEMAND = 'Stiffener_Plate_Flange.Moment_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_STIFFENER_PLATE_FLANGE_MOMENT = 'Stiffener_Plate_Flange.Moment' -KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_MOMENT = 'Moment Capacity (kNm)' - -KEY_OUT_STIFFENER_PLATE_ALONG_WEB = 'Stiffener_Plate.Along_Column_web' -KEY_DISP_OUT_STIFFENER_PLATE_ALONG_WEB = 'Stiffener Plate' -DISP_TITLE_STIFFENER_PLATE_ALONG_WEB = 'Stiffener Plate along Column web' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_LENGTH = 'Stiffener_Plate_along_Web.Length' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_LENGTH = 'Length (mm)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_HEIGHT = 'Stiffener_Plate_along_Web.Height' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_HEIGHT = 'Height (mm)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_THICKNNESS = 'Stiffener_Plate_along_Web.Thickness' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_THICKNESS = 'Thickness (mm)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_SHEAR_DEMAND = 'Stiffener_Plate_along_Web.Shear_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_SHEAR = 'Stiffener_Plate_along_Web.Shear' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_MOMENT_DEMAND = 'Stiffener_Plate_along_Web.Moment_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_STIFFENER_PLATE_ALONG_WEB_MOMENT = 'Stiffener_Plate_along_Web.Moment' -KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_MOMENT = 'Moment Capacity (kNm)' - -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener_Plate.Across_Column_web' -KEY_DISP_OUT_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener Plate' -DISP_TITLE_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener Plate across Column web' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_LENGTH = 'Stiffener_Plate_across_Web.Length' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_LENGTH = 'Length (mm)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_HEIGHT = 'Stiffener_Plate_across_Web.Height' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_HEIGHT = 'Height (mm)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_THICKNNESS = 'Stiffener_Plate_across_Web.Thickness' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_THICKNESS = 'Thickness (mm)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_SHEAR_DEMAND = 'Stiffener_Plate_across_Web.Shear_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_SHEAR = 'Stiffener_Plate_across_Web.Shear' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_MOMENT_DEMAND = 'Stiffener_Plate_across_Web.Moment_Demand' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_MOMENT = 'Stiffener_Plate_across_Web.Moment' -KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_MOMENT = 'Moment Capacity (kNm)' - - -KEY_OUT_SHEAR_KEY = 'Shear Key.Along_both_direction' -KEY_OUT_SHEAR_KEY_TYPICAL_DETAILS = 'Shear Key.TypicalDetails' -KEY_DISP_OUT_SHEAR_KEY = 'Shear Key' -KEY_DISP_OUT_SHEAR_KEY_TYPICAL_DETAILS = 'Typical Details' -DISP_TITLE_SHEAR_KEY = 'Shear Design' -KEY_OUT_SHEAR_RESISTANCE = 'ShearDesign.Resistance' -KEY_OUT_DISP_SHEAR_RESISTANCE = 'Shear Resistance (kN)' -KEY_OUT_SHEAR_KEY_REQ = 'Shear_key.Required' -KEY_OUT_DISP_SHEAR_KEY_REQ = 'Key Required?' -KEY_OUT_SHEAR_KEY_LENGTH = 'Shear_key.Length' -KEY_OUT_DISP_SHEAR_KEY_LENGTH = 'Length (mm)' -KEY_OUT_SHEAR_KEY_DEPTH = 'Shear_key.Depth' -KEY_OUT_DISP_SHEAR_KEY_DEPTH = 'Depth (mm)' -KEY_OUT_SHEAR_KEY_THICKNESS = 'Shear_key.Thickness' -KEY_OUT_DISP_SHEAR_KEY_THICKNESS = 'Thickness (mm)' -KEY_OUT_SHEAR_KEY_STRESS = 'Shear_key.Stress' -KEY_OUT_DISP_SHEAR_KEY_STRESS = 'Bearing Stress (N/mm2)' -KEY_OUT_SHEAR_KEY_MOM_DEMAND = 'Shear_key.MomentDemand' -KEY_OUT_DISP_SHEAR_KEY_MOM_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_SHEAR_KEY_MOM_CAPACITY = 'Shear_key.MomentCapacity' -KEY_OUT_DISP_SHEAR_KEY_MOM_CAPACITY = 'Moment Capacity (kNm)' - -# -# DISP_TITLE_STIFFENER_PLATE = 'Stiffener Plate' -# KEY_OUT_STIFFENER_PLATE_THICKNNESS = 'StiffenerPlate.Thickness' -# KEY_OUT_DISP_STIFFENER_PLATE_THICKNESS = 'Thickness (mm)' -# KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND = 'StiffenerPlate.Shear_Demand' -# KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -# KEY_OUT_STIFFENER_PLATE_SHEAR = 'StiffenerPlate.Shear' -# KEY_OUT_DISP_STIFFENER_PLATE_SHEAR = 'Shear Capacity (kN)' -# KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND = 'StiffenerPlate.Moment_Demand' -# KEY_OUT_DISP_STIFFENER_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' -# KEY_OUT_STIFFENER_PLATE_MOMENT = 'StiffenerPlate.Moment' -# KEY_OUT_DISP_STIFFENER_PLATE_MOMENT = 'Moment Capacity (kNm)' - - -KEY_DP_ANCHOR_BOLT_DESIGNATION_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Designation' -KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Designation' -KEY_DP_ANCHOR_BOLT_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Type' -KEY_DP_ANCHOR_BOLT_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Type' -KEY_DISP_DP_ANCHOR_BOLT_TYPE = 'Anchor Bolt Type' -KEY_DP_ANCHOR_BOLT_HOLE_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type' -KEY_DP_ANCHOR_BOLT_HOLE_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type' -KEY_DISP_DP_ANCHOR_BOLT_HOLE_TYPE = 'Anchor Bolt Hole Type' -KEY_DISP_REPORT_HOLE_TYPE = 'Hole Type' -KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite' -KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite' -KEY_DISP_DP_ANCHOR_BOLT_MATERIAL_G_O = 'Material Grade, Fu (MPa)' -KEY_DISP_DP_ANCHOR_BOLT_DESIGN_PARA = 'HSFG bolt design parameters:' -KEY_DP_ANCHOR_BOLT_SLIP_FACTOR = 'DesignPreferences.Anchor_Bolt.Slip_Factor' -KEY_DISP_DP_ANCHOR_BOLT_SLIP_FACTOR = 'Slip factor (Āµ_f)' -KEY_DP_ANCHOR_BOLT_GALVANIZED_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Galvanized' -KEY_DP_ANCHOR_BOLT_GALVANIZED_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Galvanized' -KEY_DISP_DP_ANCHOR_BOLT_GALVANIZED = 'Anchor Bolt Galvanized?' -KEY_DP_ANCHOR_BOLT_LENGTH_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Length' -KEY_DP_ANCHOR_BOLT_LENGTH_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Length' -KEY_DISP_DP_ANCHOR_BOLT_LENGTH = 'Total Length (mm)' -KEY_DP_ANCHOR_BOLT_FRICTION = 'DesignPreferences.Anchor_Bolt.Friction_coefficient' -KEY_DISP_DP_ANCHOR_BOLT_FRICTION = 'Friction Coefficient
(between concrete and anchor bolt)' - - -KEY_DISP_DP_BOLT_TYPE = 'Bolt tensioning type' - -################################### -# Key for Storing Shear sub-key of Load - - -KEY_SHEAR_BP = 'Load.Shear_BP' -KEY_DISP_SHEAR_BP = 'Shear Force (kN)' -KEY_SHEAR_MAJOR = 'Load.Shear.Major' -KEY_DISP_SHEAR_MAJOR = ' - Along major axis (z-z)' -KEY_SHEAR_MINOR = 'Load.Shear.Minor' -KEY_DISP_SHEAR_MINOR = ' - Along minor axis (y-y)' - - -################################### -# Key for Storing Axial sub-key of Load -KEY_AXIAL_BP = 'Load.Axial_Compression' -KEY_DISP_AXIAL_BP = 'Axial Compression (kN)' -KEY_AXIAL_TENSION_BP = 'Load.Axial_Tension' -KEY_DISP_AXIAL_TENSION_BP = 'Axial Tension/Uplift (kN)' -KEY_DISP_DP_BOLT_HOLE_TYPE = 'Hole Type' - -# KEY_PC = 'Bolt.PC' -KEY_DISP_PC = 'Property Class' -KEY_DISP_DP_BOLT_MATERIAL_G_O = 'Material grade overwrite (MPa) Fu' -KEY_DISP_DP_BOLT_DESIGN_PARA = 'HSFG Bolt:' - - -KEY_DISP_DP_BOLT_SLIP_FACTOR = 'Slip Factor, (muf)' -KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT = 'Slip Factor, ($\mu_{f}$)' -KEY_DISP_DP_BOLT_FU = 'Bolt Ultimate Strength (N/mm2)' -KEY_DISP_DP_BOLT_FY = 'Bolt Yield Strength (N/mm2)' -KEY_DISP_GAMMA_M0 = "Governed by Yielding" -KEY_DISP_GAMMA_M1 = "Governed by Ultimate Stress" -KEY_DISP_GAMMA_MB = "Connection Bolts - Bearing Type" -KEY_DISP_GAMMA_MF = "Connection Bolts - Friction Type" -KEY_DISP_GAMMA_MW = "Connection Weld" - - -KEY_DISP_DP_WELD_TYPE = 'Weld Type' -KEY_DISP_BEAM_FLANGE_WELD_TYPE = 'Beam Flange to End Plate' -KEY_DISP_BEAM_WEB_WELD_TYPE = 'Beam Web to End Plate' -KEY_DISP_STIFFENER_WELD_TYPE = "Stiffener" -KEY_DISP_CONTINUITY_PLATE_WELD_TYPE = "Continuity Plate" -KEY_DP_WELD_TYPE_FILLET = 'Fillet Weld' -KEY_DP_WELD_TYPE_GROOVE = 'Groove Weld' -KEY_DP_WELD_TYPE_VALUES = [KEY_DP_WELD_TYPE_FILLET, KEY_DP_WELD_TYPE_GROOVE] - -KEY_DISP_DP_WELD_FAB = 'Type of Weld Fabrication' -KEY_DP_FAB_SHOP = 'Shop Weld' -KEY_DP_FAB_FIELD = 'Field weld' -KEY_DP_WELD_FAB_VALUES = [KEY_DP_FAB_SHOP, KEY_DP_FAB_FIELD] - -KEY_DISP_DP_WELD_MATERIAL_G_O = 'Material Grade Overwrite, Fu (MPa)' -KEY_DISP_DP_WELD_MATERIAL_G_O_REPORT = 'Material Grade Overwrite, $F_{u}$ (MPa)' -KEY_DP_DESIGN_BASE_PLATE = 'DesignPreferences.Design.Base_Plate' -# KEY_DISP_DP_DETAILING_EDGE_TYPE = 'Type of edge' -KEY_DISP_DP_DETAILING_EDGE_TYPE = 'Edge Preparation Method' # added by Danish Ansari - -DISP_TITLE_INTERMITTENT = 'Intermittent Connection' -DISP_TITLE_BOLTD = 'Bolt Details' -DISP_TITLE_PLATED = 'Plate Details' - -KEY_DISP_DP_DETAILING_GAP = 'Gap Between Beam and
Support (mm)' -KEY_DISP_DP_DETAILING_GAP_BEAM = 'Gap Between Beams (mm)' -KEY_DISP_DP_DETAILING_GAP_COL = 'Gap Between Columns (mm)' -KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES = 'Are the Members Exposed to
Corrosive Influences?' -KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM = 'Are the Members Exposed to Corrosive Influences?' -KEY_DISP_CORR_INFLUENCES = 'Members exposed to corrosive influences?' -KEY_DISP_DP_DESIGN_METHOD = 'Design Method' - -KEY_DISP_DP_DESIGN_BASE_PLATE = 'Base Plate Analysis' -KEY_DISP_GAP = 'Gap Between Members (mm)' - - -KEY_DISP_MECH_PROP = 'Mechanical Properties' -KEY_DISP_DIMENSIONS = 'Dimensions' -KEY_DISP_DEPTH = 'Depth, D (mm)*' -KEY_DISP_WIDTH = 'Width, B (mm)*' -KEY_DISP_THICKNESS = 'Thickness, T (mm)*' -KEY_DISP_NB = 'Nominal Bore, NB (mm)*' -KEY_DISP_OD = 'Outside Diameter, OD (mm)*' -KEY_DISP_FLANGE_W = 'Flange Width, B (mm)*' -KEY_DISP_FLANGE_T = 'Flange Thickness, T (mm)*' -KEY_DISP_WEB_HEIGHT = 'Web Height, D (mm*)' -KEY_DISP_WEB_T = 'Web Thickness, t (mm)*' -KEY_DISP_FLANGE_S = 'Flange Slope, Ī± (deg.)*' -KEY_DISP_FLANGE_S_REPORT = 'Flange Slope' -KEY_DISP_ROOT_R = 'Root Radius, R1 (mm)*' -KEY_DISP_TOE_R = 'Toe Radius, R2 (mm)*' -KEY_DISP_TYPE = 'Type' -KEY_DISP_MOD_OF_ELAST = 'Modulus of Elasticity, E (GPa)' -KEY_DISP_MOD_OF_RIGID = 'Modulus of Rigidity, G (GPa)' -KEY_DISP_SEC_PROP = 'Section Properties' -KEY_DISP_MASS = 'Mass, M (Kg/m)' -KEY_DISP_Cz = 'Cz (cm)' -KEY_DISP_Cy = 'Cy (cm)' -KEY_DISP_AREA = 'Sectional Area, a (cm2)' -KEY_DISP_MOA = '2nd Moment of Area, I (cm4/m)*' -KEY_DISP_MOA_IZ = '2nd Moment of Area, Iz (cm4)' -KEY_DISP_MOA_IY = '2nd Moment of Area, Iy (cm4)' -KEY_DISP_MOA_IU = '2nd Moment of Area, Iu (cm4)' -KEY_DISP_MOA_IV = '2nd Moment of Area, Iv (cm4)' -KEY_DISP_ROG = 'Radius of Gyration, r (cm)*' -KEY_DISP_ROG_RZ = 'Radius of Gyration, rz (cm)' -KEY_DISP_ROG_RY = 'Radius of Gyration, ry (cm)' -KEY_DISP_ROG_RU = 'Radius of Gyration, ru (cm)' -KEY_DISP_ROG_RV = 'Radius of Gyration, rv (cm)' -KEY_DISP_SM = 'Section Modulus, Z (cm3)*' -KEY_DISP_EM_ZZ = 'Elastic Modulus, Zz (cm3)' -KEY_DISP_EM_ZY = 'Elastic Modulus, Zy (ccm3)' -KEY_DISP_PM_ZPZ = 'Plastic Modulus, Zpz (cm3)' -KEY_DISP_PM_ZPY = 'Plastic Modulus, Zpy (cm3)' -KEY_DISP_It = 'Torsion Constant, It (cm4)' -KEY_DISP_Iw = 'Warping Constant, Iw (cm6)' -KEY_DISP_IV = 'Internal Volume (cm3/m)*' - -KEY_SOURCE = 'Section.Source' -KEY_DISP_SOURCE = 'Source' -KEY_DISP_POISSON_RATIO = 'Poisson\'s Ratio, v' -KEY_DISP_THERMAL_EXP = 'Thermal Expansion Coefficient,
(x10-6/ 0C)' -KEY_DISP_A= 'Long Leg, A (mm)*' -KEY_DISP_B= 'Short Leg, B (mm)*' -KEY_DISP_LEG_THK = 'Leg Thickness, t (mm)*' -KEY_DISP_BASE_PLATE_MATERIAL = 'Material' -KEY_DISP_ST_SK_MATERIAL = 'Material ' -KEY_DISP_REPORT_MATERIAL_GRADE = 'Material Grade, $F_{u}$ (MPa)' -KEY_DISP_BASE_PLATE_FU = 'Ultimate Strength, Fu (MPa)' -KEY_DSIP_BASE_PLATE_FY = 'Yield Strength , Fy (MPa)' -KEY_DISP_ST_SK_FU = 'Ultimate Strength, Fu (MPa)' -KEY_DSIP_ST_SK_FY = 'Yield Strength , Fy (MPa)' -KEY_DISP_ULTIMATE_STRENGTH_REPORT = 'Ultimate Strength, $F_u$ (MPa)' -KEY_DISP_YIELD_STRENGTH_REPORT = 'Yield Strength, $F_y$ (MPa)' - -# Common keys for design report - -# section properties (In the form of LaTeX equations) -KEY_REPORT_MASS = 'Mass, $m$ (kg/m)' -KEY_REPORT_AREA = 'Area, $A$ (cm$^2$)' -KEY_REPORT_DEPTH = '$D$ (mm)' -KEY_REPORT_WIDTH = '$B$ (mm)' -KEY_REPORT_MAX_LEG_SIZE = '$A$ (mm)' -KEY_REPORT_MIN_LEG_SIZE = '$B$ (mm)' -KEY_REPORT_FLANGE_THK = '$T$ (mm)' -KEY_REPORT_WEB_THK = '$t$ (mm)' -KEY_REPORT_ANGLE_THK = '$t$ (mm)' -KEY_REPORT_R1 = '$R_1$ (mm)' -KEY_REPORT_R2 = '$R_2$ (mm)' -KEY_REPORT_CY = '$C_y$ (mm)' -KEY_REPORT_CZ = '$C_z$ (mm)' -KEY_REPORT_IZ = '$I_z$ (cm$^4$)' -KEY_REPORT_IY = '$I_y$(cm$^4$)' -KEY_REPORT_IU = '$I_u$ (cm$^4$)' -KEY_REPORT_IV = '$I_v$(cm$^4$)' -KEY_REPORT_RZ = '$r_z$ (cm)' -KEY_REPORT_RY = '$r_y$ (cm)' -KEY_REPORT_RU = '$r_u$ (cm)' -KEY_REPORT_RV = '$r_v$ (cm)' -KEY_REPORT_ZEZ = '$Z_z$ (cm$^3$)' -KEY_REPORT_ZEY = '$Z_y$ (cm$^3$)' -KEY_REPORT_ZPZ = '$Z_{pz}$ (cm$^3$)' -KEY_REPORT_ZPY = '$Z_{py}$ (cm$^3$)' -KEY_REPORT_2ND_MOM = '2nd Moment of area, I ($cm^{4}/m$)' -KEY_REPORT_RADIUS_GYRATION = 'Radius of gyration, r ($cm$)' -KEY_REPORT_SECTION_MODULUS = 'Modulus of section, Z ($cm^{3}$)' -KEY_REPORT_NB = 'Nominal bore, NB (mm)' -KEY_REPORT_OD = 'Out diameter, OD (mm)' - -# Design cheks -KEY_REPORT_DIAMETER = 'Diameter $(mm)$' -KEY_REPORT_BOLT_NOS = 'Number of Bolts' -KEY_REPORT_PROPERTY_CLASS = 'Property Class' -KEY_REPORT_MIN_END = 'Min. End Distance $(mm)$' -KEY_REPORT_MAX_END = 'Max. End Distance $(mm)$' -KEY_REPORT_MIN_EDGE = 'Min. Edge Distance $(mm)$' -KEY_REPORT_MAX_EDGE = 'Max. Edge Distance $(mm)$' -KEY_REPORT_MIN_PITCH = 'Min. Pitch Distance $(mm)$' -KEY_REPORT_MAX_PITCH = 'Max. Pitch Distance $(mm)$' -KEY_REPORT_MIN_GAUGE = 'Min. Gauge Distance $(mm)$' -KEY_REPORT_MAX_GAUGE = 'Max. Gauge Distance $(mm)$' - -KEY_REPORT_PLATE_LENGTH = 'Length $(mm)$' -KEY_REPORT_PLATE_WIDTH = 'Width $(mm)$' -KEY_REPORT_PLATE_HEIGHT = 'Height $(mm)$' - -KEY_REPORT_SHEAR_CAPA = 'Shear Capacity $(kN)$' -KEY_REPORT_BEARING_CAPA = 'Bearing Capacity $(kN)$' -KEY_REPORT_BOLT_CAPA = 'Bolt Capacity $(kN)$' -KEY_REPORT_TENSION_CAPA = 'Tension Capacity $(kN)$' -KEY_REPORT_TENSION_DEMAND = 'Tension Demand $(kN)$' - -######################## -# Output Keys -######################## -KEY_OUT_ANCHOR_BOLT_SHEAR = 'Anchor Bolt.Shear' -KEY_OUT_ANCHOR_BOLT_BEARING = 'Anchor Bolt.Bearing' -KEY_OUT_ANCHOR_BOLT_CAPACITY = 'Anchor Bolt.Capacity' -KEY_OUT_ANCHOR_BOLT_COMBINED = 'Anchor Bolt.Combined' -KEY_OUT_ANCHOR_BOLT_TENSION_DEMAND = 'Anchor Bolt.Tension_Demand' -KEY_OUT_ANCHOR_BOLT_TENSION = 'Anchor Bolt.Tension' -KEY_MEMBER_CAPACITY = "section.memcapacity" -KEY_MEMBER_AXIALCAPACITY='Section.AxialCapacity' -KEY_MEMBER_SHEAR_CAPACITY='Section.ShearCapacity' -KEY_MEMBER_MOM_CAPACITY='Section.MomCapacity' -KEY_OUT_BASEPLATE_THICKNNESS = 'Baseplate.Thickness' -KEY_OUT_BASEPLATE_LENGTH = 'Baseplate.Length' -KEY_OUT_BASEPLATE_WIDTH = 'Baseplate.Width' -KEY_OUT_BASEPLATE_BEARING_STRESS = 'Baseplate.BearingStress' -KEY_OUT_BASEPLATE_MOMENT_DEMAND = 'Baseplate.MomentDemand' -KEY_OUT_DISP_BASEPLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_BASEPLATE_MOMENT_CAPACITY = 'Baseplate.MomentCapacity' -KEY_OUT_DISP_BASEPLATE_MOMENT_CAPACITY = 'Moment Capacity (kNm)' -# KEY_OUT_DISP_BASEPLATE_BEARING_STRESS = 'Bearing Stress (N/mm2)' -KEY_OUT_DISP_BASEPLATE_BEARING_STRESS = 'Bearing Stress (MPa)' -KEY_OUT_DETAILING_PROJECTION = 'Detailing.Projection' -KEY_OUT_DETAILING_NO_OF_ANCHOR_BOLT = 'Detailing.No of Anchor bolts' -KEY_OUT_DETAILING_EDGE_DISTANCE = 'Detailing.EdgeDistanceOut' -KEY_IN_DETAILING_EDGE_DISTANCE = 'Detailing.EdgeDistanceIn' -KEY_OUT_DETAILING_GAUGE_DISTANCE = 'Detailing.GaugeDistanceOut' -KEY_IN_DETAILING_GAUGE_DISTANCE = 'Detailing.GaugeDistanceIn' -KEY_OUT_DETAILING_CS_GAUGE_DISTANCE = 'Detailing.Cross-centre Gauge Distance' -KEY_OUT_DETAILING_PITCH_DISTANCE = 'Detailing.PitchDistanceOut' -KEY_IN_DETAILING_PITCH_DISTANCE = 'Detailing.PitchDistanceIn' -KEY_BOLT_FU = 'Bolt.fu' -KEY_BOLT_FY = 'Bolt.fy' - -KEY_OUT_DISP_DETAILING_BOLT_COLUMNS = 'Detailing.No. of Columns' -KEY_OUT_DISP_DETAILING_BOLT_COLUMNS_EP = 'No. of Columns' -KEY_OUT_DISP_DETAILING_BOLT_ROWS = 'Detailing.No. of Rows' -KEY_OUT_DISP_DETAILING_BOLT_ROWS_EP = 'No. of Rows' -KEY_OUT_DISP_DETAILING_BOLT_NUMBERS = 'Detailing.No. of Bolts' -KEY_OUT_DISP_DETAILING_BOLT_NUMBERS_EP = 'No. of Bolts' - - -KEY_OUT_GUSSET_PLATE_THICKNNESS = 'GussetPlate.Thickness' -KEY_OUT_GUSSET_PLATE_SHEAR_DEMAND = 'GussetPlate.Shear_Demand' -KEY_OUT_GUSSET_PLATE_SHEAR = 'GussetPlate.Shear' -KEY_OUT_GUSSET_PLATE_MOMENT_DEMAND = 'GussetPlate.Moment_Demand' -KEY_OUT_GUSSET_PLATE_MOMENT = 'GussetPlate.Moment' -KEY_OUT_STIFFENER_PLATE_THICKNNESS = 'StiffenerPlate.Thickness' - -KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND = 'StiffenerPlate.Shear_Demand' -KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND_CHS = 'StiffenerPlate.Shear_Demand' -KEY_OUT_STIFFENER_PLATE_SHEAR_CAPACITY = 'StiffenerPlate.Shear_Capacity' -KEY_OUT_STIFFENER_PLATE_SHEAR_CAPACITY_CHS = 'StiffenerPlate.Shear_Capacity' -KEY_OUT_STIFFENER_PLATE_SHEAR = 'StiffenerPlate.Shear' -KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND = 'StiffenerPlate.Moment_Demand' -KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND_CHS = 'StiffenerPlate.Moment_Demand' -KEY_OUT_STIFFENER_PLATE_MOMENT_CAPACITY = 'StiffenerPlate.Moment_Capacity' -KEY_OUT_STIFFENER_PLATE_MOMENT_CAPACITY_CHS = 'StiffenerPlate.Moment_Capacity' -KEY_OUT_STIFFENER_PLATE_MOMENT = 'StiffenerPlate.Moment' - -KEY_PLATE_MIN_HEIGHT = 'Plate.MinHeight' -KEY_PLATE_MAX_HEIGHT = 'Plate.MaxHeight' -KEY_SLENDER = "Member.Slenderness" - -KEY_INNERFLANGEPLATE_THICKNESS = 'flange_plate.innerthickness_provided' -KEY_FLANGE_PLATE_HEIGHT = 'Flange_Plate.Width (mm)' -KEY_OUT_FLANGESPLATE_THICKNESS = 'flange_plate.Thickness' -KEY_DISP_FLANGESPLATE_THICKNESS = 'Thickness (mm)' -KEY_FLANGE_PLATE_LENGTH ='flange_plate.Length' -KEY_OUT_FLANGE_BOLT_SHEAR ="flange_bolt.shear capacity" - -KEY_INNERPLATE= "flange_plate.Inner_plate_details" - -KEY_INNERFLANGE_PLATE_HEIGHT = 'Flange_Plate.InnerWidth' -KEY_INNERFLANGE_PLATE_LENGTH ='flange_plate.InnerLength' - -KEY_DISP_AREA_CHECK ="Plate Area Check (mm2)" - - -KEY_FLANGE_SPACING ="Flange_plate.spacing" - -KEY_FLANGE_PITCH = 'Flange_plate.pitch_provided' -KEY_FLANGE_PLATE_GAUGE = "Flange_plate.gauge_provided " -KEY_ENDDIST_FLANGE= 'Flange_plate.end_dist_provided ' -KEY_EDGEDIST_FLANGE= 'Flange_plate.edge_dist_provided' - -KEY_FLANGE_CAPACITY ='section.flange_capacity' - -# flange -KEY_FLANGE_TEN_CAPACITY ="Section.flange_capacity" -KEY_DISP_FLANGE_TEN_CAPACITY ="Flange Tension Capacity (kN)" -KEY_TENSIONYIELDINGCAP_FLANGE = 'section.tension_yielding_capacity' -KEY_DISP_TENSIONYIELDINGCAP_FLANGE = 'Flange Tension Yielding Capacity (kN)' -KEY_TENSIONRUPTURECAP_FLANGE='section.tension_rupture_capacity ' -KEY_DISP_TENSIONRUPTURECAP_FLANGE= 'Flange Tension Rupture Capacity (kN)' -KEY_BLOCKSHEARCAP_FLANGE='section.block_shear_capacity' -KEY_DISP_BLOCKSHEARCAP_FLANGE='Flange Block Shear Capacity (kN)' -# flange plate -KEY_TENSIONYIELDINGCAP_FLANGE_PLATE = 'Flange_plate.tension_yielding_capacity (kN)' -KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE ='Tension Yielding Capacity (kN)' -KEY_TENSIONRUPTURECAP_FLANGE_PLATE= 'Flange_plate.tension_rupture_capacity (kN)' -KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE ='Tension Rupture Capacity (kN)' -KEY_BLOCKSHEARCAP_FLANGE_PLATE = 'flange_plate.block_shear_capacity ' -KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE ='Block Shear Capacity (kN)' -KEY_FLANGE_PLATE_TEN_CAP ="flange_plate.tension_capacity_flange_plate" - - - -# KEY_TENSIONRUPTURECAP_FLANGE= 'Flange_plate.tension_rupture_capacity' -# KEY_DISP_TENSIONRUPTURECAP_FLANGE= 'Flange Tension Rupture Capacity (kN)' -# KEY_SHEARYIELDINGCAP_FLANGE= 'Flange_plate.shear_yielding_capacity' -# KEY_DISP_SHEARYIELDINGCAP_FLANGE= 'Shear Yielding Capacity (kN)' -# KEY_SHEARRUPTURECAP_FLANGE= 'Flange_plate.shear_rupture_capacity' -# KEY_DISP_SHEARRUPTURECAP_FLANGE= 'Shear Rupture Capacity (kN)' -KEY_FLANGE_PLATE_MOM_DEMAND = 'Flange_Plate.MomDemand' -KEY_FLANGE_DISP_PLATE_MOM_DEMAND = 'Flange Moment Demand (kNm)' -KEY_FLANGE_PLATE_MOM_CAPACITY='Flange_plate.MomCapacity' -KEY_FLANGE_DISP_PLATE_MOM_CAPACITY = 'Flange Moment Capacity (kNm)' -KEY_DESIGNATION = "section_size.designation" -KEY_DISP_DESIGNATION = "Designation" - - -KEY_TENSION_YIELDCAPACITY = "Member.tension_yielding" -KEY_DISP_TENSION_YIELDCAPACITY = 'Tension Yielding Capacity (kN)' -KEY_TENSION_RUPTURECAPACITY = "Member.tension_rupture" -KEY_DISP_TENSION_RUPTURECAPACITY = 'Tension Rupture Capacity (kN)' -KEY_TENSION_BLOCKSHEARCAPACITY = "Member.tension_blockshear" -KEY_DISP_TENSION_BLOCKSHEARCAPACITY = 'Block Shear Capacity (kN)' - -KEY_SHEAR_YIELDCAPACITY = "Member.shear_yielding" -KEY_SHEAR_RUPTURECAPACITY = "Member.shear_rupture" -KEY_SHEAR_BLOCKSHEARCAPACITY = "Member.shear_blockshear" - - - -KEY_TENSION_CAPACITY = "Member.tension_capacity" -KEY_DISP_TENSION_CAPACITY = "Tension Capacity (kN)" - -KEY_EFFICIENCY = "Member.efficiency" -KEY_DISP_EFFICIENCY = "Utilization Ratio" - -DISP_TITLE_BOLTDETAILS ='Bolt Details' -KEY_BOLT_DETAILS ="Bolt.Details" - -DISP_TITLE_BOLT_CAPACITIES = 'Bolt Capacities' -KEY_BOLT_CAPACITIES = 'Bolt.Capacities' -DISP_THROAT_THICKNESS = "Throat Thickness" -DISP_TITLE_BOLT_CAPACITY_FLANGE= 'Flange Bolt Capacity' -KEY_DISP_BOLT_DETAILS = "Bolt Details" -KEY_FLANGE_BOLT_LINE = 'Flange_plate.Bolt_Line' -KEY_FLANGE_DISP_BOLT_LINE = 'Bolt Lines ' -KEY_FLANGE_BOLTS_ONE_LINE = 'Flange_plate.Bolt_OneLine' -KEY_FLANGE_DISP_BOLTS_ONE_LINE = 'Bolts in One Line ' -KEY_FLANGE_BOLTS_REQ = "Flange_plate.Bolt_required" -KEY_FLANGE_DISP_BOLTS_REQ = "Bolts Required" -KEY_FLANGE_NUM_BOLTS_REQ = "Flange_plate.Bolt_required" - - -KEY_FLANGE_WELD_DETAILS = "Flange detail" -KEY_DISP_FLANGE_WELD_DETAILS = "Weld Details" - -KEY_INNERFLANGE_WELD_DETAILS = "Inner Flange detail" -KEY_DISP_INNERFLANGE_WELD_DETAILS = "Weld Details" - -KEY_WELD_TYPE = 'Weld.Type' -KEY_DISP_WELD_TYPE = 'Type' -VALUES_WELD_TYPE = ["Fillet Weld", "Groove Weld"] -VALUES_WELD_TYPE_EP = ["Groove Weld", "Fillet Weld"] -VALUES_WELD_TYPE_BB_FLUSH = ["Groove Weld"] -DISP_FLANGE_TITLE_WELD = 'Flange Weld' -KEY_FLANGE_WELD_SIZE = 'Flange_Weld.Size' -KEY_FLANGE_DISP_WELD_SIZE = 'Flange Weld Size (mm)' -KEY_FLANGE_WELD_STRENGTH = 'Flange_Weld.Strength' -KEY_FLANGE_DISP_WELD_STRENGTH = 'Flange Weld Strength (N/mm)' -KEY_FLANGE_WELD_STRESS = 'Flange_Weld.Stress' -KEY_FLANGE_DISP_WELD_STRESS = 'Flange Weld Stress (N/mm)' -KEY_FLANGE_WELD_LENGTH = 'Flange_Weld.Length' -KEY_DISP_FLANGE_WELD_LENGTH ='Flange Weld Length' -KEY_FLANGE_WELD_LENGTH_EFF = 'Flange_Weld.EffLength' - -KEY_DISP_WELD_LEN_EFF_OUTSIDE = 'EffLength. Outer+Inner flange' -KEY_DISP_CLEARANCE = "Clearance (mm)" -KEY_FLANGE_WELD_HEIGHT ='flange_Weld.height' -KEY_DISP_FLANGE_WELD_HEIGHT = 'Flange Weld Height' -DISP_EFF = "Effective Length (mm)" -KEY_INNERFLANGE_WELD_LENGTH = 'Flange_Weld.InnerLength' -KEY_DISP_INNERFLANGE_WELD_LENGTH ='Length (mm)' -KEY_INNERFLANGE_WELD_LENGTH_EFF = 'Flange_Weld.InnerEffLength' -KEY_INNERFLANGE_WELD_HEIGHT ='flange_Weld.Innerheight' -KEY_DISP_INNERFLANGE_WELD_HEIGHT = 'Height (mm)' -KEY_INNERFLANGE_WELD_STRESS = 'Inner_Flange_Weld.Stress' -KEY_INNERFLANGE_DISP_WELD_STRESS = 'Flange Weld Stress (N/mm)' -KEY_INNERFLANGE_WELD_STRENGTH = 'Inner_Flange_Weld.Strength' -KEY_INNERFLANGE_DISP_WELD_STRENGTH = 'Flange Weld Strength (N/mm)' - -# FLANGE AND WEB -REDUCTION FACTOR -KEY_REDUCTION_FACTOR_LONG_FLANGE ='flange_plate.red,factor' -KEY_DISP_REDUCTION_FACTOR_FLANGE ="Long Joint Red.Factor" - -KEY_REDUCTION_FACTOR_LONG_WEB ='web_plate.red,factor' -KEY_DISP_REDUCTION_FACTOR_LONG_WEB ="Long Joint Red.Factor" - -KEY_REDUCTION_LARGE_GRIP_WEB = 'web_bolt.large_grip' -KEY_DISP_REDUCTION_LARGE_GRIP_WEB = "Large Grip Red.Factor" - -KEY_REDUCTION_LARGE_GRIP_FLANGE = 'flange_bolt.large_grip' -KEY_DISP_REDUCTION_LARGE_GRIP_FLANGE = "Large Grip Red.Factor" - -# COMMON -REDUCTION FACTOR -KEY_REDUCTION_LONG_JOINT ="bolt.long_joint" -KEY_DISP_REDUCTION_LONG_JOINT ="Long Joint Red.Factor" - -KEY_REDUCTION_LARGE_GRIP ="bolt.large_grip" -KEY_DISP_REDUCTION_LARGE_GRIP ="Large Grip Red.Factor" - - - -KEY_DISP_REDUCTION ="Strength Red.Factor" -KEY_OUT_FLANGE_BOLT_SHEAR ='flange_bolt.bolt_shear_capacity' -KEY_OUT_DISP_FLANGE_BOLT_SHEAR = "Shear Capacity (kN)" -KEY_OUT_FLANGE_BOLT_BEARING = 'flange_bolt.bolt_bearing_capacity' -KEY_OUT_DISP_FLANGE_BOLT_BEARING = "Bearing Capacity (kN)" -KEY_OUT_FLANGE_BOLT_CAPACITY = 'flange_bolt.bolt_capacity' -KEY_OUT_DISP_FLANGE_BOLT_CAPACITY ="Bolt Capacity (kN)" -KEY_OUT_DISP_FLANGE_BOLT_SLIP= 'Slip Resistance (kN)' -KEY_FLANGE_BOLT_GRP_CAPACITY = 'flange_bolt.grp_bolt_capacity' -KEY_OUT_FLANGE_BOLT_GRP_CAPACITY = 'flange bolt grp bolt capacity (kN)' -KEY_OUT_MIN_PITCH= 'Min_pitch' - -KEY_OUT_FLANGE_MIN_PITCH= 'flange_bolt.min_pitch_round' -KEY_OUT_FLANGE_MIN_EDGE_DIST= 'flange_bolt.min_edge_dist_round' -KEY_OUT_FLANGE_MAX_EDGE_DIST='flange_bolt.max_edge_dist_round' - -KEY_OUT_DISP_FORCES_FLANGE = 'Force Carried by Flange' -KEY_OUT_DISP_FORCES_WEB= 'Force Carried by Web' -KEY_OUT_WEB_BOLT_SHEAR ='web_bolt.bolt_shear_capacity' -KEY_OUT_DISP_WEB_BOLT_SHEAR = "Shear Capacity (kN)" -KEY_OUT_WEB_BOLT_BEARING = 'web_bolt.bolt_bearing_capacity' -KEY_OUT_DISP_WEB_BOLT_BEARING = "Bearing Capacity (kN)" -KEY_OUT_WEB_BOLT_CAPACITY = 'web_bolt.bolt_capacity' -KEY_OUT_DISP_WEB_BOLT_CAPACITY ="Bolt Capacity (kN)" -KEY_OUT_DISP_WEB_BOLT_SLIP= 'Slip Resistance (kN)' -KEY_WEB_BOLT_GRP_CAPACITY = 'web_bolt.grp_bolt_capacity' -KEY_OUT_WEB_BOLT_GRP_CAPACITY = 'Web bolt grp bolt capacity (kN)' -KEY_OUT_REQ_MOMENT_DEMAND_BOLT = "Moment Demand (kNm)" -KEY_OUT_REQ_PARA_BOLT = "Bolt Force Parameter(s) (mm)" -DISP_TITLE_WEBSPLICEPLATE = 'Web Splice Plate' -KEY_DISP_WEBPLATE_THICKNESS = 'Thickness (mm)*' - - - - -KEY_WEB_PLATE_HEIGHT = 'Web_Plate.Height (mm)' -KEY_DISP_WEB_PLATE_HEIGHT = 'Height (mm)' -KEY_WEB_PLATE_LENGTH ='Web_Plate.Width' -KEY_OUT_WEBPLATE_THICKNESS = 'Web_Plate.Thickness' -KEY_DISP_WEBPLATE_THICKNESS = 'Thickness (mm)' -KEY_DISP_WEB_PLATE_LENGTH ='Width (mm)' -DISP_TITLE_BOLT_CAPACITY_WEB = 'Web Bolt Capacity' -KEY_BOLT_CAPACITIES_WEB = 'Web Bolt.Capacities' - -KEY_WEB_SPACING ="Web_plate.spacing" -KEY_DISP_WEB_SPACING = 'Spacing (mm)' -KEY_WEB_PITCH = "Web_plate.pitch_provided" -KEY_DISP_WEB_PLATE_PITCH ="Pitch Distance (mm)" -KEY_WEB_GAUGE = "Web_plate.gauge_provided " -KEY_DISP_WEB_PLATE_GAUGE ="Gauge Distance (mm)" -KEY_ENDDIST_W= 'Web_plate.end_dist_provided ' -KEY_DISP_END_DIST_W = 'End Distance (mm)' -KEY_EDGEDIST_W = 'Web_plate.edge_dist_provided' -KEY_DISP_EDGEDIST_W = 'Edge Distance (mm)' - -KEY_WEB_CAPACITY ='section.web_capacities' -KEY_DISP_WEB_CAPACITY ='Capacity' - -# Web plate -KEY_REDUCTION_FACTOR_WEB ='web_plate.red,factor' -KEY_DISP_REDUCTION_FACTOR_WEB ="Red. Factor" -KEY_WEB_PLATE_CAPACITY ="Web_plate.capacity" -KEY_DISP_WEB_PLATE_CAPACITY= 'Web Plate Tension Capacity (kN)' -KEY_TEN_YIELDCAPACITY_WEB_PLATE = "Web_plate.tension_yielding" -KEY_DISP_TENSION_YIELDCAPACITY_WEB_PLATE = 'Tension Yielding Capacity (kN)' -KEY_TENSION_RUPTURECAPACITY_WEB_PLATE = "Web_plate.tension_rupture" -KEY_DISP_TENSION_RUPTURECAPACITY_WEB_PLATE= 'Tension Rupture Capacity (kN)' -KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE = "Web_plate.tension_blockshear" -KEY_DISP_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE = 'Block Shear Capacity (kN)' -# Web -KEY_TENSIONYIELDINGCAP_WEB = "section.tension_yielding_capacity_web" -KEY_DISP_TENSIONYIELDINGCAP_WEB ='Web Tension Yielding Capacity (kN)' -KEY_TENSIONRUPTURECAP_WEB ='section.tension_rupture_capacity_web' -KEY_DISP_TENSIONRUPTURECAP_WEB ='Web Tension Rupture Capacity (kN)' -KEY_TENSIONBLOCK_WEB ='section.block_shear_capacity_web' -KEY_DISP_BLOCKSHEARCAP_WEB ='Web Block Shear Capacity (kN)' -KEY_WEB_TEN_CAPACITY ="section.Tension_capacity_web" -KEY_DISP_WEB_TEN_CAPACITY ="Web Tension Capacity (kN)" -# web in shear -KEY_SHEARYIELDINGCAP_WEB_PLATE= 'web_plate.shear_yielding_capacity' -KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE= 'Shear Yielding Capacity (kN)' -KEY_BLOCKSHEARCAP_WEB_PLATE='web_plate.block_shear_capacity' -KEY_DISP_BLOCKSHEARCAP_WEB_PLATE='Block Shear Capacity (kN)' -KEY_SHEARRUPTURECAP_WEB_PLATE= 'web_plate.shear_rupture_capacity' -KEY_DISP_SHEARRUPTURECAP_WEB_PLATE= 'Shear Rupture Capacity (kN)' -KEY_WEBPLATE_SHEAR_CAPACITY_PLATE ="web_plate.shear_capacity_web_plate" -KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE ="Web Plate Shear Capacity (kN)" -KEY_WEB_PLATE_MOM_DEMAND = 'Web_Plate.MomDemand' -KEY_WEB_DISP_PLATE_MOM_DEMAND = 'Web Moment Demand (kNm)' -KEY_WEB_PLATE_MOM_CAPACITY='Web_plate.MomCapacity' -KEY_WEB_DISP_PLATE_MOM_CAPACITY = 'Moment Capacity (kNm)' -KEY_WEB_BOLT_LINE = 'Web_plate.Bolt_Line' -KEY_WEB_DISP_BOLT_LINE = 'Bolt Lines' -KEY_WEB_BOLTS_REQ = "Web_plate.Bolt_required" -KEY_WEB_DISP_BOLTS_REQ = "Bolt Required" -KEY_WEB_BOLTS_ONE_LINE = 'Web_plate.Bolt_OneLine' -KEY_WEB_DISP_BOLTS_ONE_LINE = 'Bolts in One Line' - -KEY_WEB_WELD_DETAILS = "Web detail" -KEY_DISP_WEB_WELD_DETAILS = "Weld Details" -DISP_WEB_TITLE_WELD = 'Web Weld' -KEY_WEB_WELD_SIZE = 'Web_Weld.Size' -KEY_WEB_DISP_WELD_SIZE = 'Web Weld Size (mm)' -KEY_WEB_WELD_STRENGTH = 'Web_Weld.Strength' -KEY_WEB_DISP_WELD_STRENGTH = 'Web Weld Strength (N/mm)' -KEY_WEB_WELD_STRESS = 'Web_Weld.Stress' -KEY_WEB_DISP_WELD_STRESS = 'Web Weld Stress (N/mm)' -KEY_WEB_WELD_LENGTH = 'Web_Weld.Length' -KEY_DISP_WEB_WELD_LENGTH = 'Web Weld Length' -KEY_WEB_WELD_LENGTH_EFF = 'Web_Weld.EffLength' -KEY_WEB_WELD_HEIGHT ='Web_Weld.height' -KEY_DISP_WEB_WELD_HEIGHT = 'Web Weld Height' -KEY_OUT_LONG_JOINT_WELD = 'Weld Strength (post long joint) (N/mm)' -KEY_OUT_DISP_RED_WELD_STRENGTH = 'Weld Strength (N/mm)' - - -DISP_TITLE_ENDPLATE = 'End Plate' - -KEY_ENDPLATE_THICKNESS = 'Plate.end_plate.Thickness' -KEY_DISP_ENDPLATE_THICKNESS = 'Thickness (mm)' - -KEY_BASE_PLATE_MATERIAL = 'Base_Plate.Material' -KEY_ST_KEY_MATERIAL = 'Stiffener_Key.Material' -KEY_BASE_PLATE_FU = 'Base_Plate.Fu' -KEY_BASE_PLATE_FY = 'Base_Plate.Fy' -KEY_ST_KEY_FU = 'Stiffener_Key.Fu' -KEY_ST_KEY_FY = 'Stiffener_Key.Fy' - -KEY_DISP_LEVER_ARM = "Lever Arm (mm)" -KEY_DISP_REQ_PARA= "Parameters" -KEY_BOLT_STATUS = 'Bolt.DesignStatus' -KEY_OUT_D_PROVIDED = 'Bolt.Diameter' -KEY_OUT_DISP_D_PROVIDED = 'Diameter (mm)' -KEY_OUT_DISP_D_MIN= 'Min. Diameter (mm)' -KEY_OUT_INTER_D_PROVIDED = 'Bolt.InterDiameter' -KEY_OUT_DISP_INTER_D_PROVIDED = 'Diameter (mm)' - - - - -KEY_OUT_GRD_PROVIDED = 'Bolt.Grade_Provided' -KEY_OUT_DISP_GRD_PROVIDED = 'Property Class' -KEY_OUT_INTER_GRD_PROVIDED = 'Bolt.InterGrade' -KEY_OUT_DISP_INTER_GRD_PROVIDED = 'Grade' - - - - -KEY_OUT_DISP_PC_PROVIDED = 'Property Class' -KEY_OUT_ROW_PROVIDED = 'Bolt.Rows' -KEY_OUT_DISP_ROW_PROVIDED = 'Rows of Bolts' -KEY_OUT_COL_PROVIDED = 'Bolt.Cols' -KEY_OUT_DISP_COL_PROVIDED = 'Columns of Bolts' -KEY_OUT_TOT_NO_BOLTS = 'Bolt.number' -KEY_OUT_DISP_TOT_NO_BOLTS = 'Number of Bolts' -KEY_OUT_KB = 'Bolt.Kb' -KEY_OUT_BOLT_HOLE = 'Bolt.Hole' -KEY_DISP_BOLT_HOLE = 'Hole Diameter (mm)' -KEY_DISP_MIN_BOLT = 'Minimum Bolts (nos)' - -KEY_DISP_BOLT_AREA = 'Nominal Stress Area (mm2)' -KEY_DISP_KB = 'Kb' - -KEY_OUT_BOLT_IR_DETAILS = 'Bolt.IRDetails' -KEY_OUT_BOLT_IR_DETAILS_SPTD = 'Bolt.IRDetails_sptd' -KEY_OUT_BOLT_IR_DETAILS_SPTING = 'Bolt.IRDetails_spting' -KEY_OUT_DISP_BOLT_IR_DETAILS = 'Capacity Details' -KEY_OUT_BOLT_SHEAR = 'Bolt.Shear' -KEY_OUT_DISP_BOLT_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_BOLT_BEARING = 'Bolt.Bearing' -KEY_OUT_DISP_BOLT_BEARING = 'Bearing Capacity (kN)' -KEY_OUT_BETA_LJ = 'Bolt.Betalj' -KEY_OUT_DISP_BETA_LJ = 'Ī²lj' -KEY_OUT_BETA_LG = 'Bolt.Betalg' -KEY_OUT_DISP_BETA_LG = 'Ī²lg' -KEY_OUT_BETA_PK = 'Bolt.Betapk' -KEY_OUT_DISP_BETA_PK = 'Ī²pk' -KEY_OUT_DISP_BOLT_SLIP= 'Slip Resistance' -KEY_OUT_DISP_BOLT_SLIP_DR = 'Slip Resistance (kN)' -KEY_OUT_BOLT_CAPACITY = 'Bolt.Capacity' -KEY_OUT_BOLT_CAPACITY_SPTD = 'Bolt.Capacity_sptd' -KEY_OUT_BOLT_CAPACITY_SPTING = 'Bolt.Capacity_spting' -KEY_OUT_DISP_BOLT_CAPACITY = 'Capacity (kN)' -KEY_OUT_DISP_BOLT_VALUE = 'Bolt Value (kN)' -KEY_OUT_BOLT_FORCE = 'Bolt.Force (kN)' -KEY_OUT_DISP_BOLT_FORCE = 'Bolt Force (kN)' -KEY_OUT_DISP_BOLT_SHEAR_FORCE = 'Bolt Shear Force (kN)' -KEY_OUT_BOLT_TENSION_FORCE = 'Bolt.TensionForce' -KEY_OUT_DISP_BOLT_TENSION_FORCE = 'Bolt Tension Force (kN)' -KEY_OUT_DISP_CRITICAL_BOLT_TENSION = 'Tension Due to Moment (kN)' -KEY_OUT_DISP_BOLT_TENSION_AXIAL = 'Tension due to Moment and Axial Force (kN)' -KEY_OUT_BOLT_PRYING_FORCE = 'Bolt.PryingForce' -KEY_OUT_DISP_BOLT_PRYING_FORCE = 'Bolt Prying Force (kN)' -KEY_OUT_DISP_BOLT_PRYING_FORCE_EP = 'Prying Force (kN)' -KEY_OUT_BOLT_TENSION_TOTAL = 'Bolt.TensionTotal' -KEY_OUT_DISP_BOLT_TENSION_TOTAL = 'Total Bolt Tension (kN)' -KEY_OUT_DISP_BOLT_TENSION_DEMAND = 'Tension Demand (kN)' -KEY_OUT_DISP_BOLT_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_BOLT_TENSION_CAPACITY = 'Bolt.Tension' -KEY_OUT_BOLT_TENSION_CAPACITY1 = 'Bolt Tension Capacity (kN)' -KEY_OUT_DISP_BOLT_TENSION_CAPACITY = 'Bolt Tension Capacity (kN)' -KEY_OUT_CRITICAL_BOLT_TENSION_CAPACITY = 'Tension Capacity (kN)' -KEY_OUT_BOLTS_REQUIRED = 'Bolt.Required' -KEY_OUT_LONG_JOINT = 'Long Joint Reduction Factor' -KEY_OUT_LARGE_GRIP = 'Large Grip Length Reduction Factor' -KEY_OUT_PACKING_PLATE = 'Packing Plate Reduction Factor' -KEY_OUT_BOLT_CAPACITY_REDUCED = 'Bolt Capacity (post reduction factor) (kN)' -KEY_OUT_BOLT_GRP_CAPACITY = 'Bolt.GroupCapacity' -KEY_OUT_BOLT_LINE = 'Bolt.Line' -KEY_OUT_DISP_BOLT_LINE = 'Bolt Columns (nos)' -KEY_OUT_INTER_BOLT_LINE = 'Bolt.InterLine' -KEY_OUT_DISP_INTER_BOLT_LINE = 'Columns (nos)' -KEY_OUT_BOLT_IR = 'Bolt.IR' -KEY_OUT_DISP_BOLT_IR = 'Interaction Ratio' -KEY_OUT_DISP_BOLT_COMBINED_CAPACITY = 'Combined Capacity, I.R' - - -KEY_OUT_BOLTS_ONE_LINE = 'Bolt.OneLine' -KEY_OUT_DISP_BOLTS_ONE_LINE = 'Bolt Rows (nos)' -KEY_OUT_BOLTS_ONE_LINE_S = 'Bolt.OneLineT' -KEY_OUT_DISP_BOLTS_ONE_LINE_S = 'Rows per Angle(nos)' - -KEY_OUT_INTER_BOLTS_ONE_LINE = 'Bolt.InterOneLine' -KEY_OUT_DISP_INTER_BOLTS_ONE_LINE = 'Rows (nos)' - - -KEY_OUT_SPACING = 'spacing' -KEY_OUT_DISP_SPACING = 'Spacing' -KEY_OUT_DISP_PATTERN = 'Pattern' -KEY_OUT_PITCH = 'Bolt.Pitch' -KEY_OUT_DISP_PITCH = 'Pitch Distance (mm)' -KEY_OUT_PATTERN_1 = 'pattern1' -KEY_OUT_PATTERN_2 = 'pattern2' - -KEY_OUT_Lw = 'Weld.Lw' -KEY_OUT_DISP_Lw = 'Lw (mm)' -KEY_OUT_Hw = 'Weld.Hw' -KEY_OUT_DISP_Hw = 'Hw (mm)' - - -KEY_OUT_END_DIST = 'Bolt.EndDist' -KEY_OUT_DISP_END_DIST = 'End Distance (mm)' -KEY_OUT_GAUGE = 'Bolt.Gauge' -KEY_OUT_DISP_GAUGE = 'Gauge Distance (mm)' -KEY_OUT_GAUGE1 = 'Bolt.Gauge1' -KEY_OUT_DISP_GAUGE1 = 'Gauge Distance 1 (mm)' -KEY_OUT_GAUGE2 = 'Bolt.Gauge2' -KEY_OUT_DISP_GAUGE2 = 'Gauge Distance 2 (mm)' -KEY_OUT_GAUGE_CENTRAL = 'Bolt.GaugeCentral' -KEY_OUT_DISP_GAUGE_CENTRAL = 'Central Gauge (mm)' - -KEY_OUT_MIN_GAUGE = 'Bolt.MinGauge' -KEY_OUT_MAX_SPACING = 'Bolt.MaxGauge' - -KEY_OUT_EDGE_DIST = 'Bolt.EdgeDist' -KEY_OUT_MIN_EDGE_DIST = 'Bolt.MinEdgeDist' -KEY_OUT_MAX_EDGE_DIST = 'Bolt.MaxEdgeDist' - - -KEY_OUT_DISP_EDGE_DIST = 'Edge Distance (mm)' - - -KEY_OUT_SPTING_BOLT_SHEAR = 'Cleat.Spting_leg.Shear' -KEY_OUT_SPTING_BOLT_BEARING = 'Cleat.Spting_leg.Bearing' -KEY_OUT_SPTING_BOLT_CAPACITY = 'Cleat.Spting_leg.Capacity' -KEY_OUT_SPTING_BOLT_FORCE = 'Cleat.Spting_leg.Force' -KEY_OUT_SPTING_BOLT_LINE = 'Cleat.Spting_leg.Line' -KEY_OUT_SPTING_BOLTS_REQUIRED = 'Cleat.Spting_leg.Required' - -KEY_OUT_SPTING_BOLT_GRP_CAPACITY = 'Cleat.Spting_leg.GroupCapacity' - -KEY_OUT_SPTING_BOLTS_ONE_LINE = 'Cleat.Spting_leg.OneLine' - -KEY_OUT_SPTING_SPACING = 'Cleat.Spting_leg.spacing' - -KEY_OUT_SPTING_PITCH = 'Cleat.Spting_leg.Pitch' - -KEY_OUT_SPTING_MIN_PITCH = 'Cleat.Spting_leg.MinPitch' -KEY_OUT_SPTING_END_DIST = 'Cleat.Spting_leg.EndDist' -KEY_OUT_SPTING_GAUGE = 'Cleat.Spting_leg.Gauge' -KEY_OUT_SPTING_MIN_GAUGE = 'Cleat.Spting_leg.MinGauge' -KEY_OUT_SPTING_MAX_SPACING = 'Cleat.Spting_leg.MaxGauge' -KEY_OUT_SPTING_EDGE_DIST = 'Cleat.Spting_leg.EdgeDist' -KEY_OUT_SPTING_MIN_EDGE_DIST = 'Cleat.Spting_leg.MinEdgeDist' -KEY_OUT_SPTING_MAX_EDGE_DIST = 'Cleat.Spting_leg.MaxEdgeDist' - - -KEY_OUT_DISP_PLATETHK_REP = 'Thickness (mm)' -KEY_OUT_PLATETHK = 'Plate.Thickness' -KEY_OUT_DISP_PLATETHK = 'Thickness (mm)' -KEY_OUT_PLATE_HEIGHT = 'Plate.Height' -KEY_OUT_DISP_PLATE_HEIGHT = 'Height (mm)' -KEY_OUT_DISP_PLATE_MIN_HEIGHT = 'Min.Height (mm)' - -KEY_OUT_INTER_PLATE_HEIGHT = 'Plate.InterHeight' -KEY_OUT_DISP_INTER_PLATE_HEIGHT = 'Height (mm)' - - -KEY_OUT_INTER_PLATE_LENGTH = 'Plate.InterLength' -KEY_OUT_DISP_INTER_PLATE_LENGTH = 'Length (mm)' - - -KEY_OUT_INTERCONNECTION = 'Intermittent.Connection' -KEY_OUT_DISP_INTERCONNECTION = 'Connection (nos)' - -KEY_OUT_INTERSPACING = 'Intermittent.Spacing' -KEY_OUT_DISP_INTERSPACING = 'Spacing (mm)' - - -KEY_OUT_PLATE_CAPACITY = 'Plate.Capacity' -KEY_OUT_PLATE_LENGTH = 'Plate.Length' -KEY_OUT_DISP_PLATE_LENGTH = 'Length (mm)' -KEY_OUT_DISP_PLATE_MIN_LENGTH = 'Min.Plate Length (mm)' -KEY_OUT_DISP_MEMB_MIN_LENGTH = 'Min.Member Length (mm)' - -KEY_OUT_PLATE_WIDTH = 'Plate.Width' -KEY_OUT_DISP_PLATE_WIDTH = 'Width (mm)' -c = 'Width (mm)' - -KEY_OUT_SEATED_ANGLE_DESIGNATION = "SeatedAngle.Designation" -KEY_OUT_DISP_ANGLE_DESIGNATION = "Designation" -KEY_OUT_SEATED_ANGLE_THICKNESS = "SeatedAngle.Thickness" -KEY_OUT_DISP_SEATED_ANGLE_THICKNESS = "Leg Thickness (mm)" -KEY_OUT_SEATED_ANGLE_LEGLENGTH = "SeatedAngle.LegLength" -KEY_OUT_DISP_SEATED_ANGLE_LEGLENGTH = "Leg Length (mm)" -KEY_OUT_SEATED_ANGLE_WIDTH = "SeatedAngle.Width" -KEY_OUT_DISP_ANGLE_WIDTH = "Width (mm)" -KEY_OUT_SEATED_ANGLE_BOLT_COL = "SeatedAngle.Bolt_Spacing_col" -KEY_OUT_DISP_SEATED_ANGLE_BOLT_COL = "Bolt Spacing Details" -KEY_OUT_SEATED_ANGLE_BOLT_BEAM = "SeatedAngle.Bolt_Spacing_beam" -KEY_OUT_DISP_SEATED_ANGLE_BOLT_BEAM = "Bolt Spacing Details" - -KEY_OUT_TOP_ANGLE_DESIGNATION = "TopAngle.Designation" -# KEY_OUT_DISP_TOP_ANGLE_DESIGNATION = "Designation" -KEY_OUT_TOP_ANGLE_WIDTH = "TopAngle.Width" -# KEY_OUT_DISP_TOP_ANGLE_WIDTH = "Width (mm)" -KEY_OUT_TOP_ANGLE_BOLT_COL = "TopAngle.Bolt_Spacing_col" -KEY_OUT_DISP_TOP_ANGLE_BOLT_COL = "Bolt Spacing Details" -KEY_OUT_TOP_ANGLE_BOLT_BEAM = "TopAngle.Bolt_Spacing_beam" -KEY_OUT_DISP_TOP_ANGLE_BOLT_BEAM = "Bolt Spacing Details" - -KEY_OUT_PLATE_SHEAR_DEMAND = 'Plate.ShearDemand' -KEY_OUT_DISP_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' -KEY_OUT_PLATE_SHEAR = 'Plate.Shear' -KEY_OUT_DISP_PLATE_SHEAR = 'Shear Yielding Capacity (kN)' -KEY_OUT_PLATE_YIELD = 'Plate.Yield' -KEY_OUT_DISP_PLATE_YIELD = 'Yield Capacity' -KEY_OUT_PLATE_RUPTURE = 'Plate.Rupture' -KEY_OUT_DISP_PLATE_RUPTURE = 'Rupture Capacity (kN)' - -KEY_OUT_PLATE_BLK_SHEAR = 'Plate.BlockShear' -KEY_OUT_DISP_PLATE_BLK_SHEAR = 'Block Shear Capacity (kN)' -KEY_OUT_PLATE_MOM_DEMAND = 'Plate.MomDemand' -KEY_OUT_DISP_PLATE_MOM_DEMAND = 'Moment Demand (kNm)' -KEY_OUT_DISP_PLATE_MOM_DEMAND_SEP = 'Moment Demand per Bolt (kNm)' -KEY_OUT_PLATE_MOM_CAPACITY = 'Plate.MomCapacity' -KEY_OUT_DISP_PLATE_MOM_CAPACITY = 'Moment Capacity (kNm)' -KEY_OUT_DISP_PLATE_MOM_CAPACITY_SEP = 'Moment Capacity per Bolt (kNm)' -KEY_OUT_EP_MOM_CAPACITY = 'Plate.MomentCapacity' -KEY_OUT_DISP_EP_MOM_CAPACITY = 'Moment Capacity (kNm)' - -KEY_OUT_PLATE_TENSION = 'Plate.TensionYield' - -KEY_OUT_DISP_PLATE_TENSION = 'Tension Yielding Capacity (kN)' - -KEY_OUT_PLATE_TENSION_RUP = 'Plate.TensionRupture' -KEY_OUT_DISP_PLATE_TENSION_RUP = 'Tension Rupture Capacity (kN)' - -KEY_OUT_PLATE_BLK_SHEAR_AXIAL = 'Plate.BlockShearAxial' -KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL = 'Axial Block Shear Capacity (kN)' - -KEY_OUT_PLATE_CAPACITIES = 'capacities' -KEY_OUT_DISP_PLATE_CAPACITIES = 'Capacity' - -KEY_OUT_WELD_SIZE = 'Weld.Size' -KEY_OUT_DISP_WELD_SIZE = 'Size (mm)' - -KEY_OUT_INTER_WELD_SIZE = 'InterWeld.Size' -KEY_OUT_DISP_INTER_WELD_SIZE = 'Size (mm)' - -KEY_OUT_WELD_SIZE_FLANGE = 'Weld.Size_flange' -KEY_OUT_DISP_WELD_SIZE_FLANGE = 'Size at Flange (mm)' -KEY_OUT_WELD_SIZE_WEB = 'Weld.Size_web' -KEY_OUT_DISP_WELD_SIZE_WEB = 'Size at Web (mm)' -KEY_OUT_WELD_SIZE_STIFFENER = 'Weld.Size_stiffener' -KEY_OUT_DISP_WELD_SIZE_STIFFENER = 'Size at Stiffener (mm)' -KEY_OUT_DISP_WELD_SIZE_STIFFENER1 = 'Weld Size at Stiffener (mm)' -KEY_OUT_WELD_STRENGTH = 'Weld.Strength' -KEY_OUT_DISP_WELD_STRENGTH = 'Strength (N/mm)' -KEY_OUT_WELD_STRESS = 'Weld.Stress' -KEY_OUT_DISP_WELD_STRESS = 'Stress (N/mm)' -KEY_OUT_WELD_LENGTH = 'Weld.Length' -KEY_OUT_DISP_WELD_LENGTH = 'Length (mm)' -KEY_OUT_WELD_LENGTH_EFF = 'Weld.EffLength' -KEY_OUT_DISP_WELD_LENGTH_EFF = 'Eff.Length (mm)' - -KEY_OUT_DISP_MEMB_TEN_YIELD = 'Tension Yield Capacity (KN)' -KEY_OUT_DISP_MEMB_TEN_RUPTURE = 'Tension Rupture Capacity' -KEY_OUT_DISP_MEMB_BLK_SHEAR = 'Block Shear Capacity' - - -KEY_OUT_NO_BOLTS_FLANGE = 'ColumnEndPlate.nbf' -KEY_OUT_NO_BOLTS_FLANGE_TOTAL = 'ColumnEndPlate.nbftotal' -KEY_OUT_DISP_NO_BOLTS_FLANGE = 'No. of Bolts (along one side of the flange overhang) (n)' -KEY_OUT_DISP_NO_BOLTS_FLANGE_TOTAL = 'No. of Bolts (along flange)' -KEY_OUT_NO_BOLTS_WEB = 'ColumnEndPlate.nbw' -KEY_OUT_NO_BOLTS_WEB_TOTAL = 'ColumnEndPlate.nbwtotal' - -KEY_OUT_DISP_NO_BOLTS_WEB = 'No. of Bolts (along one side of the web) (n)' -KEY_OUT_DISP_NO_BOLTS_WEB_TOTAL = 'No. of Bolts (along web)' - -KEY_OUT_NO_BOLTS = 'ColumnEndPlate.nb' -KEY_OUT_DISP_NO_BOLTS = 'Total No. of Bolts' -KEY_PITCH_2_FLANGE = 'ColumnEndPlate.p2_flange' -KEY_DISP_PITCH_2_FLANGE = 'Pitch2 along Flange' -KEY_PITCH_2_WEB = 'ColumnEndPlate.p2_web' -KEY_DISP_PITCH_2_WEB = 'Pitch2 along Web' - -KEY_PITCH_2_FLANGE1 = 'ColumnEndPlate.p2_flange' -KEY_DISP_PITCH_2_FLANGE1 = 'Pitch (bolts along centre) (p2)' -KEY_PITCH_2_WEB1 = 'ColumnEndPlate.p2_web' -KEY_DISP_PITCH_2_WEB1 = 'Pitch along centre bolt (p2)' -KEY_BOLT_FLANGE_SPACING = 'Bolt.flange_bolts' -KEY_DISP_BOLT_FLANGE_SPACING = 'Flange Bolts Spacing' -KEY_BOLT_WEB_SPACING = 'Bolt.web_bolts' -KEY_DISP_BOLT_WEB_SPACING = 'Web Bolts Spacing' - - - -KEY_CONN_PREFERENCE = 'plate.design_method' -KEY_DISP_CONN_PREFERENCE = 'Design Method' -VALUES_CONN_PREFERENCE = ["Select","Plate Oriented", "Bolt Oriented"] -KEY_OUT_STIFFENER_HEIGHT = 'Stiffener.height' -KEY_OUT_DISP_STIFFENER_HEIGHT = 'Stiffener Height' -KEY_OUT_STIFFENER_WIDTH = 'Stiffener.width' -KEY_OUT_DISP_STIFFENER_WIDTH = 'Stiffener Width' -KEY_OUT_STIFFENER_THICKNESS = 'Stiffener.thickness' -KEY_OUT_DISP_STIFFENER_THICKNESS = 'Stiffener Thickness' -KEY_OUT_WELD_TYPE = 'Stiffener.weld' -KEY_OUT_WELD_TYPE1 = 'Stiffener.weld_flange' -KEY_OUT_DISP_WELD_TYPE = 'Weld Between Stiffener and Column flange' -KEY_OUT_DISP_WELD_TYPE1 = 'Weld Between Stiffener and End plate' -KEY_OUT_STIFFENER_DETAILS = 'Stiffener.Details' -KEY_OUT_STIFFENER_SKETCH = 'Stiffener.Sketch' -KEY_OUT_BP_TYPICAL_SKETCH = 'BasePlate.Sketch' -KEY_OUT_BP_TYPICAL_DETAILING = 'BasePlate.Detailing' -KEY_OUT_DISP_BP_DETAILING = 'Typical Detailing' -KEY_OUT_DISP_BP_DETAILING_SKETCH = 'Detailing' -KEY_OUT_CONTINUITY_DETAILS = 'ContinuityPlate.Details' -KEY_OUT_COL_WEB_STIFFENER_DETAILS = 'ColWebStiffenerPlate.Details' -KEY_OUT_DISP_STIFFENER_DETAILS = 'Stiffener Plate' -KEY_OUT_DISP_STIFFENER_DIMENSIONS = 'Dimensions' -KEY_OUT_DISP_STIFFENER_SKETCH = 'Typical Sketch' -KEY_OUT_DISP_CONTINUITY_PLATE_DETAILS = 'Continuity Plate' -KEY_OUT_DISP_WEB_STIFFENER_PLATE_DETAILS = 'Web Stiffener Plate' -KEY_OUT_STIFFENER_TITLE = 'Stiffener.Title' -KEY_P2_WEB = 'Bolt.pitch2_web' -KEY_P2_FLANGE = 'Bolt.pitch2_flange' -KEY_Y_SQR = 'Bolt.y_sqr' -KEY_BOLT_TENSION = 'Bolt.t_b' -KEY_BOLT_SHEAR = 'Bolt.v_sb' -KEY_PLATE_MOMENT = 'Plate.m_ep' -KEY_OUT_STIFFENER_LENGTH = 'Stiffener.Length' -KEY_OUT_STIFFENER_LENGTH_CHS = 'Stiffener.Length' -KEY_OUT_CONTINUITY_PLATE_NOS = 'ContinuityPlate.Number' -KEY_OUT_CONTINUITY_PLATE_LENGTH = 'ContinuityPlate.Length' -KEY_OUT_CONTINUITY_PLATE_WIDTH = 'ContinuityPlate.Width' -KEY_OUT_CONTINUITY_PLATE_THK = 'ContinuityPlate.Thickness' -KEY_OUT_WEB_STIFFENER_PLATE_NOS = 'WebStiffener.Number' -KEY_OUT_WEB_STIFFENER_PLATE_LENGTH = 'WebStiffener.Length' -KEY_OUT_WEB_STIFFENER_PLATE_WIDTH = 'WebStiffener.Width' -KEY_OUT_WEB_STIFFENER_PLATE_THK = 'WebStiffener.Thickness' -KEY_OUT_DISP_STIFFENER_LENGTH = 'Length (mm)' -KEY_OUT_DISP_CONTINUITY_PLATE_NUMBER = 'Number of Continuity Plate(s)' -KEY_OUT_DISP_WEB_STIFFENER_PLATE_NUMBER = 'Number of Stiffener(s)' -KEY_OUT_DISP_CONTINUITY_PLATE_LENGTH = 'Length (mm)' -KEY_OUT_DISP_WEB_PLATE_PLATE_DEPTH = 'Depth (mm)' -KEY_OUT_DISP_CONTINUITY_PLATE_WIDTH = 'Width (mm)' -KEY_OUT_DISP_CONTINUITY_PLATE_THK = 'Thickness (mm)' -KEY_OUT_STIFFENER_HEIGHT = 'Stiffener.Height' -KEY_OUT_STIFFENER_HEIGHT_CHS = 'Stiffener.Height' -KEY_OUT_STIFFENER_WIDTH = 'Stiffener.Width' -KEY_OUT_DISP_STIFFENER_HEIGHT = 'Height (mm)' -KEY_OUT_DISP_STIFFENER_WIDTH = 'Width (mm)' -KEY_OUT_STIFFENER_THICKNESS = 'Stiffener.Thickness' -KEY_OUT_STIFFENER_THICKNESS_CHS = 'Stiffener.Thickness' -KEY_OUT_DISP_STIFFENER_THICKNESS = 'Thickness (mm)' - -KEY_OUT_DISP_LOCAL_WEB_YIELDING = 'Local Web Yielding' -KEY_OUT_DISP_COMP_BUCKLING_WEB = 'Compression Buckling of Web' -KEY_OUT_DISP_WEB_CRIPPLING = 'Web Crippling' -KEY_OUT_DISP_COMP_STRENGTH = 'Compression Strength (kN)' -#Continuity Plate -KEY_OUT_DISP_CONT_PLATE_REQ = 'Continuity Plate Required?' -KEY_OUT_DISP_DIAG_PLATE_REQ = 'Web Stiffener Plate Required?' -KEY_OUT_DISP_AREA_REQ= "Area Required (mm2)" -KEY_OUT_DISP_NOTCH_SIZE ="Notch Size (mm)" -KEY_OUT_DISP_DIAG_LOAD_STIFF="Load taken by Stiffener" -KEY_OUT_DISP_DIAGONAL_PLATE_DEPTH = 'Depth (mm)' -KEY_OUT_DISP_DIAGONAL_PLATE_WIDTH = 'Width (mm)' -# KEY_OUT_DISP_WEB_PLATE_CONT_T - - - -KEY_OUT_WELD_DETAILS = 'Weld.Details' -DISP_TITLE_WELD = 'Weld' -DISP_TITLE_WELD_FLANGE = 'Weld at Flange' -DISP_TITLE_WELD_TYPICAL_DETAIL = 'Typical Sketch' -DISP_TITLE_WELD_WEB = 'Weld at Web' -KEY_OUT_WELD_SIZE = 'Weld.Size' -KEY_OUT_WELD_DETAILS = 'Weld.Details' -KEY_OUT_WELD_TYPE = 'Weld.Type' -KEY_OUT_DISP_WELD_SIZE = 'Size (mm)' -KEY_OUT_DISP_WELD_SIZE_EP = 'Size (mm)' -KEY_OUT_DISP_WELD_TYPE = 'Type' -KEY_OUT_WELD_STRENGTH = 'Weld.Strength' -KEY_OUT_DISP_WELD_STRENGTH = 'Strength (N/mm2)' - -KEY_OUT_WELD_STRESS = 'Weld.Stress' -KEY_OUT_WELD_STRESS_NORMAL = 'Weld.NormalStress' -KEY_OUT_WELD_STRESS_SHEAR = 'Weld.ShearStress' -KEY_OUT_WELD_STRESS_COMBINED = 'Weld.StressCombined' -KEY_OUT_DISP_WELD_STRESS_COMBINED = 'Combined Stress (N/mm2)' -KEY_OUT_DISP_WELD_STRESS_EQUIVALENT = 'Equivalent Stress (N/mm2)' -KEY_OUT_DISP_WELD_STRESS = 'Stress (N/mm)' -KEY_OUT_DISP_WELD_NORMAL_STRESS = 'Normal Stress (N/mm2)' -KEY_OUT_DISP_WELD_SHEAR_STRESS = 'Shear Stress (N/mm2)' -KEY_OUT_DISP_WELD_STRESS_AXIAL = 'Weld.Stress due to axial force' -KEY_OUT_DISP_WELD_STRESS_SHEAR = 'Weld.Stress due to shear force' -KEY_OUT_DISP_WEB_WELD_LENGTH = 'Web Weld Length (mm)' -KEY_OUT_WELD_LENGTH = 'Weld.Length' -KEY_OUT_DISP_WELD_LENGTH = 'Total Length (mm)' -KEY_OUT_WELD_LENGTH_EFF = 'Weld.EffLength' -KEY_OUT_DISP_WELD_LENGTH_EFF = 'Eff.Length (mm)' -KEY_OUT_WELD_STRENGTH_RED = 'Weld.Strength_red' -KEY_OUT_DISP_WELD_STRENGTH_RED = 'Red.Strength (N/mm)' - -DISP_OUT_TITLE_SPTDLEG = "Bolts on Supported Leg" -DISP_OUT_TITLE_SPTINGLEG = "Bolts on Supporting Leg" -DISP_OUT_TITLE_CLEAT = "Cleat Angle" -KEY_OUT_CLEAT_SECTION = "Cleat.Angle" -KEY_OUT_DISP_CLEAT_SECTION = "Cleat Angle Designation" -KEY_OUT_CLEATTHK = 'Plate.Thickness' -KEY_OUT_DISP_CLEATTHK = 'Thickness (mm)' -KEY_OUT_CLEAT_HEIGHT = 'Plate.Height' -KEY_OUT_DISP_CLEAT_HEIGHT = 'Height (mm)' -KEY_OUT_CLEAT_SPTDLEG = 'Cleat.SupportedLength' -KEY_OUT_DISP_CLEAT_SPTDLEG = 'Length (mm)' -KEY_OUT_CLEAT_SPTINGLEG = 'Cleat.SupportingLength' -KEY_OUT_DISP_CLEAT_SPTINGLEG = 'Length (mm)' - -KEY_OUT_CLEAT_SHEAR = 'Cleat.Shear' -KEY_OUT_DISP_CLEAT_SHEAR = 'Shear ' -KEY_OUT_CLEAT_BLK_SHEAR = 'Cleat.BlockShear' - -KEY_OUT_CLEAT_MOM_DEMAND = 'Cleat.MomDemand' - -KEY_OUT_CLEAT_MOM_CAPACITY = 'Cleat.MomCapacity' - - - -KEY_DISP_SEC_PROFILE = 'Section Profile*' -VALUES_SEC_PROFILE = ['Beams', 'Columns', 'RHS', 'SHS', 'CHS'] -VALUES_SEC_PROFILE_2 = ['Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels'] - -KEY_LENZZ = 'Member.Length_zz' -KEY_DISP_LENZZ = 'Length (z-z)' - - -KEY_LENYY = 'Member.Length_yy' -KEY_DISP_LENYY = 'Length (y-y)' - -DISP_TITLE_SC = 'Supporting Condition' - -KEY_END1 = 'End_1' -KEY_DISP_END1 = 'End 1' -VALUES_END1 = ['Fixed', 'Free', 'Hinged', 'Roller'] - - -KEY_END2 = 'End_2' -KEY_DISP_END2 = 'End 2' -VALUES_END2 = ['Fixed', 'Free', 'Hinged', 'Roller'] - -KEY_END_CONDITION = 'End Condition' -KEY_DISP_END_CONDITION = 'End Condition' -DISP_TITLE_CLEAT = 'Cleat Angle' -DISP_TITLE_ANGLE = 'Angle Section' -DISP_TITLE_CHANNEL = 'Channel Section' -KEY_CLEATHT='CleatHt' -KEY_DISP_CLEATHT='Height(mm)' -KEY_DISP_CLEATSEC='Cleat Section *' -KEY_DISP_SEATEDANGLE = 'Seated Angle *' -KEY_DISP_TOPANGLE = 'Top Angle *' -#Design Report Strings -DISP_NUM_OF_BOLTS = 'No. of Bolts' -DISP_NUM_OF_ROWS = 'No. of Bolt Rows' -DISP_NUM_OF_COLUMNS = 'No. of Bolt Columns' -DISP_TITLE_COMPMEM='Compression member' -KEY_SECTYPE = 'Section Type' -KEY_DISP_SECTYPE = 'Section Type*' -KEY_DISP_SECSIZE = 'Section Size*' -KEY_DISP_SECSIZE_REPORT = 'Section Size' -KEY_LENMEM = 'Length of Member' -KEY_DISP_LENMEM = 'Length of Member' -DISP_TITLE_FL = 'Factored loads' -KEY_AXFOR = 'Axial Force' -KEY_DISP_AXFOR = 'Axial Force (kN)*' -KEY_PLTHK = 'Plate thk' -KEY_DISP_PLTHK = 'Plate thk (mm)' -KEY_PLTHICK = 'Plate thk' -KEY_DISP_PLTHICK = 'Plate Thickness (mm)' -KEY_DISP_PLATE_THICK = 'Plate Thickness (mm)' -KEY_DIAM = 'Diameter' -KEY_DISP_DIAM = 'Diameter (mm)' -KEY_NOROWS = 'No of Rows of Bolts' -KEY_DISP_NOROWS = 'No of Rows of Bolts' -KEY_NOCOLS = 'No of Column of Bolts' -KEY_DISP_NOCOLS = 'No of Column of Bolts' -KEY_ROWPI = 'Row Pitch' -KEY_DISP_ROWPI = 'Row Pitch' -KEY_COLPI = 'Column Pitch' -KEY_DISP_COLPI = 'Column Pitch' -KEY_ENDDIST = 'End Distance' -KEY_DISP_ENDDIST = 'End Distance' -KEY_EDGEDIST = 'Edge Distance' -KEY_DISP_EDGEDIST = 'Edge Distance' -KEY_CONNLOC = 'Conn Location' -KEY_DISP_CONNLOC = 'Conn Location' -KEY_LEN_INLINE = 'Total length in line with tension' -KEY_DISP_LEN_INLINE = 'Total Length in line with tension' -KEY_LEN_OPPLINE = 'Total length opp line with tension' -KEY_DISP_LEN_OPPLINE = 'Total Length opp line with tension' - - -VALUES_ANGLESEC_CUSTOMIZED= connectdb("Angles", call_type="popup") - -def get_available_cleat_list(input_angle_list, max_leg_length=math.inf, min_leg_length=0.0, position="outer"): - - available_angles = [] - for designation in input_angle_list: - leg_a_length,leg_b_length,t,r_r = get_leg_lengths(designation) - if position == "inner": - min_leg_length_outer = min_leg_length + t + r_r - max_leg_length_outer = max_leg_length + t + r_r - else: - min_leg_length_outer = min_leg_length - max_leg_length_outer = max_leg_length - - # print(min_leg_length,max_leg_length) - if operator.le(max(leg_a_length,leg_b_length),max_leg_length_outer) and operator.ge(min(leg_a_length,leg_b_length), min_leg_length_outer) and leg_a_length==leg_b_length: - # print("appended", designation) - available_angles.append(designation) - # else: - # print("popped",designation) - return available_angles - - -def get_leg_lengths(designation): - - """ - Function to fetch designation values from respective Tables. - """ - conn = sqlite3.connect(PATH_TO_DATABASE) - db_query = "SELECT a, b, t, R1 FROM Angles WHERE Designation = ?" - cur = conn.cursor() - cur.execute(db_query, (designation,)) - row = cur.fetchone() - - a = row[0] - b = row[1] - t = row[2] - r_r = row[3] - # axb = axb.lower() - leg_a_length = float(a) - leg_b_length = float(b) - conn.close() - return leg_a_length,leg_b_length,t,r_r - -all_angles = connectdb("Angles","popup") -VALUES_CLEAT_CUSTOMIZED = get_available_cleat_list(all_angles, 200.0, 50.0) -print(all_angles) -print("customised") -print(VALUES_CLEAT_CUSTOMIZED) - -BOLT_DESCRIPTION = str("\n" - "\n" - "\n" - "\n" - "
\n" - "

IS 800 Table 20 Typical Average Values for Coefficient of Friction (Āµf)

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\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "\n" - "
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Treatment of Surfaces

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Āµ_f

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i)

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Surfaces not treated

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0.2

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ii)

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Surfaces blasted with short or grit with any loose rust removed, no pitting

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0.5

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iii)

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Surfaces blasted with short or grit and hot-dip galvanized

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0.1

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iv)

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Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm)

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0.25

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v)

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Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm)

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0.3

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vi)

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Sand blasted surface, after light rusting

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0.52

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vii)

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Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm)

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0.3

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viii)

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Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm)

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0.3

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ix)

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Surfaces blasted with shot or grit and spray metallized with aluminium (thickness >50 Āµm)

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0.5

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x)

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Clean mill scale

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0.33

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xi)

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Sand blasted surface

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0.48

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xii)

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Red lead painted surface

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0.1

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") - -WELD_DESCRIPTION = str("\n" - "\n" - "

Shop weld takes a material safety factor of 1.25

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Field weld takes a material safety factor of 1.5

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(IS 800 - cl. 5. 4. 1 or Table 5)

") - -# DETAILING_DESCRIPTION = str("\n" -# "\n" -# "

The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

\n" -# "


\n" -# "

This gap should include the tolerance value of 5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5 mm{tolerance})

\n" -# "


\n" -# "

Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3

\n" -# "


") - - - -DETAILING_DESCRIPTION = str("\n" - "\n" - "

The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

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\n" - "

This gap should include the tolerance value of 5mm or 1.5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5mm {tolerance} or if the assumed clearance is 1.5mm, then the gap should be = 3mm (= 1.5mm {clearance} + 1.5mm {tolerance}. These are the default gap values based on the site practice for convenience of erection and IS 7215,Clause 2.3.1. The gap value can also be zero based on the nature of connection where clearance is not required.

\n" - "


\n" - "

Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3

\n" - "


") diff --git a/Connections/Component/filletweld.py b/Connections/Component/filletweld.py deleted file mode 100644 index 6bc54d2fc..000000000 --- a/Connections/Component/filletweld.py +++ /dev/null @@ -1,41 +0,0 @@ -''' -Created on 27-May-2015 - -@author: deepa -''' -import numpy -from Connections.Component.ModelUtils import getGpPt, makeEdgesFromPoints, makeWireFromEdges, makeFaceFromWire, makePrismFromFace - - -class FilletWeld(object): - - def __init__(self, b, h, L): - self.L = L - self.b = b - self.h = h - self.sec_origin = numpy.array([0, 0, 0]) - self.uDir = numpy.array([1.0, 0, 0]) - self.wDir = numpy.array([0.0, 0, 1.0]) - self.compute_params() - - def place(self, sec_origin, uDir, wDir): - self.sec_origin = sec_origin - self.uDir = uDir - self.wDir = wDir - self.compute_params() - - def compute_params(self): - self.vDir = numpy.cross(self.wDir, self.uDir) - self.a1 = self.sec_origin - self.a2 = self.sec_origin + self.b * self.uDir - self.a3 = self.sec_origin + self.h * self.vDir - self.points = [self.a1, self.a2, self.a3] - - def create_model(self): - Pnt = getGpPt(self.sec_origin) - edges = makeEdgesFromPoints(self.points) - wire = makeWireFromEdges(edges) - aFace = makeFaceFromWire(wire) - extrudeDir = self.L * (self.wDir) # extrudeDir is a numpy array - prism = makePrismFromFace(aFace, extrudeDir) - return prism diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/icons.qrc b/Connections/Moment/BCEndPlate/ResourceFiles/icons.qrc deleted file mode 100644 index 70ae0a448..000000000 --- a/Connections/Moment/BCEndPlate/ResourceFiles/icons.qrc +++ /dev/null @@ -1,23 +0,0 @@ - - - images/bitmap.png - images/bolts16.png - images/colFlange.svg - images/finwindow.png - images/extendedbothways.png - images/iit_logo.svg - images/image3487.png - images/input.png - images/Osdag Icon.ico - images/Osdag.png - images/Osdag_header.png - images/Osdag_header1 - images/output.png - images/X-Y.eps - images/X-Y.png - images/Z-X.eps - images/Z-X.png - images/Z-Y.eps - images/Z-Y.png - - diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/icons_rc.py b/Connections/Moment/BCEndPlate/ResourceFiles/icons_rc.py deleted file mode 100644 index b51572653..000000000 --- a/Connections/Moment/BCEndPlate/ResourceFiles/icons_rc.py +++ /dev/null @@ -1,20014 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt4 (Qt v4.8.7) -# -# WARNING! 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-\x38\x2f\x31\x54\x59\x73\x66\x4b\x78\x4b\x6f\x57\x79\x6b\x69\x20\ -\x31\x2b\x4e\x74\x72\x4c\x59\x6a\x63\x6e\x49\x73\x6b\x37\x32\x37\ -\x37\x30\x41\x69\x30\x37\x30\x36\x6e\x75\x34\x36\x46\x74\x7a\x6c\ -\x68\x52\x38\x70\x33\x47\x45\x37\x55\x44\x33\x5a\x77\x56\x6b\x58\ -\x44\x76\x69\x2f\x4f\x68\x4d\x2b\x79\x39\x63\x72\x5a\x59\x4d\x31\ -\x43\x68\x6f\x74\x4b\x78\x69\x79\x2f\x4c\x65\x71\x20\x71\x33\x38\ -\x42\x39\x68\x6a\x68\x39\x4c\x2b\x35\x61\x68\x77\x61\x7a\x32\x54\ -\x66\x30\x35\x37\x71\x65\x6e\x61\x6b\x65\x37\x65\x31\x62\x64\x6a\ -\x6f\x6d\x4d\x36\x37\x67\x52\x61\x50\x5a\x6b\x48\x6b\x75\x69\x6b\ -\x4f\x4c\x44\x56\x63\x39\x41\x53\x50\x34\x39\x74\x7a\x61\x76\x78\ -\x6c\x43\x76\x73\x64\x6c\x6e\x69\x6d\x20\x2b\x31\x6c\x67\x34\x2b\ -\x44\x6a\x79\x74\x54\x37\x73\x63\x4b\x57\x2f\x79\x78\x56\x76\x52\ -\x5a\x76\x59\x39\x55\x6a\x36\x70\x34\x59\x54\x33\x66\x65\x36\x33\ -\x56\x74\x50\x4e\x50\x39\x7a\x31\x67\x6d\x2b\x7a\x35\x31\x35\x61\ -\x33\x41\x6e\x51\x77\x2f\x34\x35\x71\x4c\x38\x75\x33\x4e\x47\x39\ -\x61\x76\x44\x64\x66\x56\x20\x48\x54\x4d\x4a\x51\x33\x2f\x44\x55\ -\x34\x34\x56\x47\x52\x35\x66\x78\x50\x4a\x2f\x55\x65\x47\x72\x65\ -\x4d\x78\x41\x42\x76\x45\x76\x67\x61\x38\x4d\x2f\x4e\x55\x64\x43\ -\x37\x5a\x64\x30\x32\x53\x36\x78\x74\x2b\x41\x47\x6f\x2f\x6d\x6a\ -\x59\x37\x42\x49\x52\x4f\x56\x64\x34\x6c\x45\x49\x6e\x4d\x30\x74\ -\x33\x55\x66\x20\x67\x62\x31\x64\x56\x2f\x59\x53\x59\x57\x2f\x67\ -\x4c\x63\x42\x38\x6a\x39\x4d\x66\x69\x6d\x65\x79\x58\x6e\x46\x5a\ -\x30\x30\x61\x34\x33\x6e\x38\x76\x77\x72\x47\x44\x44\x76\x63\x43\ -\x2f\x77\x43\x65\x56\x74\x47\x6e\x63\x49\x79\x6e\x45\x35\x32\x64\ -\x36\x78\x68\x70\x52\x6a\x4e\x4b\x49\x6f\x48\x61\x54\x36\x6a\x4b\ -\x20\x7a\x2f\x48\x2b\x62\x6d\x77\x31\x30\x4a\x50\x61\x4d\x31\x32\ -\x6a\x6e\x6e\x6b\x32\x32\x48\x58\x37\x75\x61\x35\x65\x41\x6f\x7a\ -\x6d\x76\x62\x78\x4c\x58\x44\x6b\x33\x31\x74\x6b\x5a\x47\x2b\x33\ -\x39\x2f\x39\x4d\x6f\x47\x36\x77\x53\x42\x4f\x76\x72\x39\x7a\x58\ -\x45\x76\x52\x5a\x34\x36\x77\x69\x6e\x76\x67\x72\x79\x20\x31\x58\ -\x69\x6d\x38\x32\x6f\x6d\x47\x4b\x38\x55\x73\x66\x33\x37\x71\x38\ -\x76\x44\x77\x4c\x79\x68\x72\x5a\x72\x4b\x53\x38\x57\x42\x36\x58\ -\x51\x36\x4e\x64\x72\x37\x68\x66\x33\x2b\x42\x6a\x58\x30\x59\x42\ -\x48\x5a\x58\x34\x54\x39\x56\x64\x6d\x62\x55\x57\x2f\x4c\x79\x2f\ -\x6e\x78\x54\x4f\x66\x33\x52\x74\x76\x58\x20\x56\x42\x43\x78\x2f\ -\x42\x63\x71\x58\x44\x61\x4b\x55\x31\x38\x44\x48\x6b\x56\x30\x6c\ -\x62\x72\x6d\x71\x6b\x52\x48\x78\x7a\x4f\x41\x4d\x39\x62\x2b\x77\ -\x6c\x62\x64\x70\x30\x47\x76\x6f\x49\x53\x78\x51\x6a\x67\x2b\x6e\ -\x73\x36\x57\x38\x6a\x6b\x4f\x53\x79\x6a\x67\x66\x78\x63\x75\x6c\ -\x34\x6f\x77\x55\x6a\x54\x38\x20\x4e\x6b\x55\x75\x54\x68\x54\x65\ -\x2b\x30\x6b\x78\x77\x6d\x38\x6b\x79\x67\x5a\x72\x45\x49\x58\x79\ -\x56\x76\x6c\x76\x67\x5a\x37\x44\x38\x4e\x76\x59\x4c\x73\x68\x56\ -\x4f\x59\x78\x76\x5a\x44\x4b\x5a\x39\x5a\x50\x56\x66\x39\x44\x79\ -\x76\x39\x65\x41\x4f\x2f\x42\x59\x6a\x67\x67\x38\x6c\x7a\x63\x71\ -\x56\x70\x52\x4b\x20\x52\x41\x36\x48\x71\x2b\x76\x4a\x6d\x65\x38\ -\x45\x33\x67\x57\x38\x45\x32\x67\x59\x37\x7a\x67\x4d\x51\x2f\x63\ -\x61\x7a\x5a\x4a\x32\x4b\x67\x6c\x5a\x74\x51\x63\x4c\x73\x6e\x6f\ -\x63\x6c\x37\x34\x4b\x72\x41\x4c\x75\x38\x54\x6e\x38\x6f\x54\x57\ -\x62\x37\x52\x71\x78\x72\x33\x72\x2f\x35\x30\x58\x34\x45\x64\x37\ -\x66\x20\x69\x63\x32\x47\x47\x73\x63\x4e\x32\x6a\x51\x5a\x44\x78\ -\x49\x4a\x31\x48\x31\x59\x56\x53\x38\x44\x36\x6f\x63\x39\x45\x58\ -\x31\x4d\x48\x66\x6d\x76\x65\x44\x62\x62\x50\x73\x45\x2b\x33\x31\ -\x43\x55\x44\x64\x59\x41\x77\x67\x48\x2f\x34\x53\x68\x58\x41\x34\ -\x33\x44\x6e\x61\x66\x6f\x6f\x34\x4b\x65\x55\x38\x71\x5a\x20\x50\ -\x6c\x45\x69\x67\x64\x70\x50\x71\x73\x71\x56\x4a\x5a\x71\x66\x79\ -\x47\x45\x65\x6e\x73\x6c\x6b\x74\x67\x49\x45\x2f\x66\x36\x33\x47\ -\x44\x35\x4f\x52\x44\x6b\x52\x68\x69\x59\x75\x6a\x35\x4e\x4d\x50\ -\x4a\x4f\x31\x6d\x65\x46\x69\x70\x73\x33\x4e\x7a\x5a\x57\x62\x4e\ -\x36\x78\x2f\x6c\x59\x6d\x56\x47\x33\x4f\x42\x20\x4a\x77\x52\x2b\ -\x37\x37\x72\x79\x2b\x30\x52\x6e\x35\x37\x38\x47\x6e\x78\x43\x32\ -\x61\x72\x38\x49\x55\x6d\x6f\x32\x75\x55\x6c\x78\x6a\x30\x31\x6b\ -\x75\x73\x64\x6a\x4f\x44\x32\x70\x71\x61\x6c\x5a\x4d\x4b\x2f\x43\ -\x2f\x43\x62\x6f\x5a\x78\x6b\x6d\x61\x70\x37\x43\x7a\x50\x48\x63\ -\x65\x43\x5a\x37\x33\x57\x54\x31\x20\x2f\x58\x71\x6e\x62\x4c\x43\ -\x41\x53\x47\x54\x78\x59\x75\x32\x74\x2b\x6a\x36\x46\x4d\x49\x58\ -\x68\x33\x70\x50\x31\x4b\x6e\x70\x65\x49\x74\x31\x31\x45\x31\x50\ -\x38\x5a\x51\x35\x5a\x2f\x73\x73\x45\x53\x6f\x51\x31\x79\x50\x33\ -\x41\x57\x6b\x48\x66\x71\x2f\x43\x6d\x53\x65\x77\x32\x42\x2f\x77\ -\x62\x30\x52\x76\x69\x20\x36\x61\x34\x66\x54\x75\x4a\x39\x78\x30\ -\x33\x49\x71\x72\x31\x65\x6b\x4e\x50\x77\x58\x43\x61\x50\x69\x31\ -\x5a\x55\x37\x68\x61\x54\x50\x38\x52\x53\x6e\x61\x75\x4c\x50\x73\ -\x70\x53\x79\x38\x36\x4e\x6f\x4d\x66\x47\x4d\x31\x31\x2f\x6d\x36\ -\x53\x2b\x64\x36\x4c\x42\x73\x70\x59\x35\x75\x44\x38\x52\x37\x78\ -\x69\x34\x20\x67\x64\x7a\x6c\x63\x2f\x6a\x45\x61\x47\x61\x4b\x62\ -\x33\x54\x4b\x42\x67\x73\x49\x57\x2f\x34\x72\x67\x4d\x38\x4d\x65\ -\x35\x4c\x49\x54\x52\x55\x4f\x35\x37\x56\x30\x64\x67\x36\x4a\x77\ -\x4a\x34\x69\x4a\x47\x7a\x35\x62\x77\x4b\x6d\x4b\x71\x77\x68\x49\ -\x66\x43\x4d\x4b\x73\x2b\x70\x49\x63\x2f\x34\x79\x44\x2b\x37\x20\ -\x70\x47\x35\x39\x2b\x35\x6f\x31\x35\x4b\x61\x6f\x76\x34\x6c\x67\ -\x52\x67\x50\x56\x6a\x58\x6c\x38\x65\x77\x75\x36\x46\x38\x70\x65\ -\x77\x44\x36\x41\x4e\x63\x48\x37\x62\x73\x52\x44\x58\x62\x58\x49\ -\x71\x34\x59\x68\x52\x37\x65\x6e\x4f\x70\x2b\x63\x59\x42\x38\x6a\ -\x45\x71\x71\x76\x50\x56\x4e\x45\x66\x67\x77\x73\x20\x48\x65\x61\ -\x30\x72\x4d\x4c\x48\x45\x70\x6e\x73\x48\x36\x5a\x36\x50\x4c\x4f\ -\x5a\x73\x73\x45\x43\x47\x71\x7a\x61\x6f\x31\x78\x4b\x61\x6a\x36\ -\x31\x4b\x76\x79\x2f\x52\x43\x62\x72\x56\x53\x42\x68\x53\x69\x6b\ -\x75\x69\x66\x34\x49\x54\x44\x53\x73\x59\x5a\x50\x43\x33\x30\x48\ -\x2f\x43\x76\x7a\x64\x4e\x53\x72\x58\x20\x54\x4a\x63\x67\x33\x31\ -\x51\x53\x39\x76\x73\x62\x78\x43\x65\x48\x71\x75\x6f\x68\x41\x6f\ -\x64\x4f\x34\x6d\x78\x7a\x67\x36\x70\x78\x5a\x4b\x4b\x6a\x59\x38\ -\x30\x6b\x33\x57\x39\x45\x49\x6a\x55\x31\x64\x56\x70\x68\x2f\x42\ -\x77\x34\x63\x5a\x6a\x54\x2f\x68\x62\x50\x5a\x41\x2b\x65\x72\x6a\ -\x48\x4e\x52\x73\x6f\x47\x20\x69\x30\x4b\x6b\x39\x2f\x6f\x4f\x66\ -\x78\x5a\x59\x4d\x76\x43\x34\x77\x45\x74\x35\x6f\x32\x4b\x76\x56\ -\x43\x71\x31\x62\x59\x61\x47\x78\x72\x4c\x71\x36\x6f\x55\x39\x6c\ -\x65\x59\x44\x6a\x43\x78\x52\x4d\x35\x44\x4e\x43\x67\x38\x42\x44\ -\x35\x6d\x69\x6a\x37\x61\x6e\x75\x35\x35\x6e\x48\x4c\x74\x6d\x72\ -\x7a\x63\x69\x20\x4e\x54\x56\x31\x62\x71\x56\x35\x4b\x4f\x6f\x65\ -\x49\x38\x69\x37\x67\x62\x70\x78\x33\x4f\x5a\x6c\x63\x49\x2b\x63\ -\x4b\x76\x2f\x6b\x53\x42\x52\x54\x67\x58\x35\x4b\x6f\x56\x62\x6a\ -\x7a\x69\x69\x58\x78\x44\x75\x79\x58\x35\x76\x2b\x55\x63\x30\x65\ -\x79\x67\x61\x72\x53\x4e\x6a\x79\x58\x77\x64\x38\x5a\x4e\x44\x68\ -\x20\x76\x47\x4e\x55\x2b\x47\x64\x36\x4e\x74\x4a\x55\x56\x31\x65\ -\x54\x4d\x2f\x52\x76\x51\x45\x6c\x6c\x53\x34\x48\x6e\x46\x4c\x30\ -\x66\x6b\x66\x73\x58\x4c\x4b\x35\x65\x76\x58\x62\x74\x32\x74\x35\ -\x70\x48\x4f\x4a\x73\x78\x41\x6a\x57\x31\x53\x30\x58\x77\x7a\x33\ -\x57\x45\x44\x6c\x4f\x6c\x65\x57\x4d\x48\x43\x6a\x64\x20\x62\x59\ -\x67\x65\x32\x5a\x37\x75\x2b\x72\x2f\x70\x47\x47\x41\x70\x69\x75\ -\x45\x56\x2f\x7a\x50\x34\x75\x4f\x49\x65\x4d\x70\x6e\x4f\x2f\x39\ -\x63\x6a\x5a\x59\x4e\x56\x4a\x42\x54\x77\x76\x30\x65\x55\x49\x66\ -\x34\x42\x56\x54\x30\x7a\x30\x64\x48\x31\x71\x35\x6b\x59\x30\x30\ -\x41\x38\x41\x30\x75\x46\x35\x33\x47\x35\x20\x42\x5a\x64\x62\x79\ -\x74\x76\x66\x77\x31\x4e\x59\x63\x70\x6b\x6e\x6f\x33\x6f\x61\x77\ -\x71\x45\x4d\x4e\x56\x35\x5a\x64\x65\x56\x64\x69\x63\x37\x4f\x74\ -\x54\x4d\x78\x76\x6f\x47\x45\x4c\x66\x2b\x64\x44\x46\x30\x61\x62\ -\x6f\x78\x6e\x73\x72\x76\x79\x48\x7a\x42\x54\x48\x6f\x36\x79\x77\ -\x53\x72\x53\x31\x4e\x52\x55\x20\x6c\x64\x75\x36\x4b\x63\x74\x67\ -\x4a\x36\x7a\x49\x48\x66\x46\x30\x35\x79\x6b\x7a\x4d\x36\x71\x64\ -\x4b\x51\x53\x57\x36\x70\x57\x49\x33\x4f\x2f\x6d\x75\x53\x57\x5a\ -\x7a\x54\x34\x2f\x30\x32\x4e\x36\x50\x52\x49\x4f\x56\x39\x64\x72\ -\x7a\x6a\x79\x74\x73\x50\x75\x6f\x42\x77\x46\x64\x71\x48\x46\x34\ -\x76\x4b\x50\x6a\x20\x33\x7a\x4d\x39\x74\x71\x4a\x37\x6f\x70\x74\ -\x42\x6e\x30\x4f\x42\x33\x38\x59\x79\x32\x66\x66\x4e\x30\x4c\x42\ -\x6d\x44\x57\x57\x44\x4e\x59\x43\x77\x35\x66\x38\x56\x51\x33\x66\ -\x6c\x74\x73\x33\x70\x64\x66\x77\x76\x72\x46\x2b\x2f\x61\x53\x62\ -\x47\x56\x47\x5a\x71\x43\x51\x61\x72\x4c\x62\x4e\x48\x33\x46\x68\ -\x33\x20\x64\x2b\x64\x4d\x6a\x77\x55\x67\x57\x46\x39\x2f\x69\x4f\ -\x47\x52\x2b\x43\x30\x69\x4b\x32\x50\x70\x7a\x68\x74\x6d\x59\x6b\ -\x79\x7a\x69\x58\x4c\x79\x38\x30\x42\x55\x62\x2f\x63\x34\x4f\x6e\ -\x64\x37\x70\x66\x6d\x65\x61\x52\x2f\x4c\x4c\x43\x59\x61\x44\x48\ -\x79\x79\x77\x51\x35\x63\x31\x57\x44\x62\x2f\x57\x6c\x4c\x20\x44\ -\x61\x48\x41\x71\x5a\x47\x67\x31\x64\x49\x51\x73\x6f\x59\x49\x41\ -\x55\x59\x69\x4e\x58\x55\x4e\x51\x65\x76\x70\x68\x6d\x44\x67\x71\ -\x34\x58\x58\x31\x75\x37\x52\x6b\x50\x57\x64\x71\x46\x32\x2f\x30\ -\x38\x79\x31\x71\x61\x36\x75\x70\x72\x6d\x6d\x5a\x71\x53\x63\x7a\ -\x55\x6b\x6c\x6d\x56\x79\x66\x6d\x53\x33\x47\x20\x43\x6b\x41\x4d\ -\x31\x79\x73\x4a\x32\x6a\x58\x7a\x2b\x73\x64\x70\x48\x38\x77\x73\ -\x70\x47\x79\x77\x42\x75\x43\x59\x6c\x66\x63\x44\x6d\x77\x63\x66\ -\x56\x35\x46\x5a\x56\x54\x74\x77\x43\x6a\x41\x59\x4e\x4e\x74\x75\ -\x44\x46\x6f\x66\x69\x41\x59\x44\x7a\x30\x58\x74\x77\x4c\x39\x74\ -\x32\x39\x34\x70\x30\x6c\x7a\x52\x20\x45\x78\x48\x39\x4f\x4f\x4a\ -\x65\x74\x36\x49\x2f\x66\x63\x6d\x64\x4b\x39\x41\x6f\x37\x74\x44\ -\x6b\x62\x61\x4f\x33\x6f\x68\x4a\x59\x72\x75\x67\x65\x41\x45\x5a\ -\x65\x39\x31\x44\x6c\x66\x42\x57\x35\x4e\x52\x54\x79\x52\x2f\x76\ -\x4f\x63\x79\x71\x4d\x64\x56\x76\x6e\x56\x4f\x77\x6b\x61\x68\x67\ -\x4e\x42\x48\x61\x4c\x20\x68\x71\x77\x6a\x6f\x72\x62\x39\x70\x73\ -\x46\x6a\x66\x43\x4d\x69\x36\x68\x6c\x45\x2b\x6c\x51\x35\x61\x4c\ -\x52\x41\x32\x57\x41\x4e\x49\x4a\x56\x4b\x62\x52\x4f\x34\x62\x30\ -\x69\x44\x36\x6a\x45\x31\x30\x2f\x7a\x4c\x50\x31\x31\x45\x67\x6f\ -\x46\x4c\x47\x32\x78\x72\x61\x39\x53\x32\x42\x31\x57\x68\x6c\x70\ -\x4f\x42\x20\x74\x79\x44\x73\x58\x6f\x46\x37\x31\x71\x44\x4c\x2b\ -\x6d\x52\x66\x6c\x73\x64\x74\x36\x31\x77\x41\x56\x53\x6b\x73\x6d\ -\x59\x57\x71\x6b\x66\x70\x55\x32\x4c\x58\x34\x58\x35\x2b\x68\x35\ -\x68\x65\x4c\x2f\x7a\x65\x42\x70\x59\x69\x38\x31\x6e\x64\x65\x4e\ -\x47\x68\x66\x49\x36\x61\x38\x49\x42\x67\x50\x69\x4d\x47\x4c\x20\ -\x6a\x53\x48\x37\x2f\x78\x70\x73\x2b\x77\x31\x62\x53\x69\x73\x59\ -\x72\x4c\x5a\x41\x39\x68\x6c\x38\x58\x43\x6e\x50\x72\x76\x6f\x59\ -\x73\x30\x62\x31\x47\x78\x31\x58\x35\x48\x65\x69\x4f\x74\x69\x35\ -\x4f\x58\x64\x2b\x68\x58\x46\x63\x4e\x2f\x78\x6d\x52\x67\x59\x31\ -\x4d\x59\x79\x6d\x73\x4c\x57\x33\x34\x33\x49\x34\x20\x79\x4a\x34\ -\x69\x47\x41\x71\x2f\x62\x30\x2b\x6b\x66\x77\x74\x67\x71\x4c\x36\ -\x6d\x55\x49\x57\x34\x62\x32\x47\x41\x6b\x4b\x44\x43\x4f\x34\x71\ -\x76\x36\x30\x58\x6b\x67\x75\x62\x6d\x35\x71\x76\x37\x51\x79\x57\ -\x45\x56\x34\x75\x4a\x53\x61\x73\x52\x4c\x6d\x36\x77\x72\x4e\x2b\ -\x4c\x47\x72\x30\x71\x4c\x71\x36\x77\x20\x63\x50\x41\x41\x33\x45\ -\x72\x58\x45\x4d\x64\x41\x68\x43\x32\x46\x36\x34\x33\x61\x59\x6d\ -\x62\x54\x2f\x51\x49\x72\x49\x35\x47\x61\x62\x2f\x6c\x36\x54\x4d\ -\x63\x42\x55\x4e\x30\x49\x30\x42\x51\x4f\x48\x4b\x6a\x4b\x57\x63\ -\x43\x66\x45\x50\x64\x62\x71\x72\x4b\x66\x49\x42\x63\x5a\x42\x76\ -\x65\x2b\x31\x65\x2b\x50\x20\x76\x46\x70\x56\x56\x65\x6e\x54\x2f\ -\x41\x73\x4b\x66\x78\x50\x52\x56\x59\x62\x49\x6f\x79\x33\x78\x7a\ -\x50\x2f\x78\x4f\x74\x35\x46\x4d\x78\x7a\x7a\x47\x44\x78\x6d\x6b\ -\x59\x59\x68\x30\x36\x36\x72\x50\x31\x73\x70\x7a\x37\x41\x47\x73\ -\x54\x32\x76\x39\x77\x46\x62\x42\x78\x39\x58\x6b\x64\x4e\x6d\x59\ -\x44\x67\x54\x20\x6f\x74\x47\x32\x50\x78\x73\x4e\x42\x72\x4b\x75\ -\x4b\x32\x73\x45\x2b\x5a\x34\x67\x4a\x36\x4a\x38\x51\x4a\x54\x62\ -\x47\x6f\x4b\x42\x38\x77\x42\x63\x59\x52\x32\x41\x75\x74\x72\x63\ -\x64\x31\x31\x54\x4d\x4e\x67\x49\x31\x49\x4d\x38\x69\x73\x69\x56\ -\x67\x4e\x32\x7a\x61\x65\x50\x4b\x76\x6e\x5a\x52\x32\x51\x49\x67\ -\x20\x77\x70\x65\x42\x6c\x7a\x47\x35\x77\x53\x57\x2f\x42\x63\x44\ -\x77\x53\x43\x2b\x52\x76\x47\x38\x58\x41\x4e\x57\x43\x2f\x49\x37\ -\x69\x37\x67\x70\x67\x69\x76\x74\x46\x51\x4d\x58\x78\x66\x64\x6f\ -\x78\x6a\x4b\x57\x46\x74\x73\x49\x4d\x79\x30\x57\x69\x78\x64\x66\ -\x2f\x61\x49\x31\x6e\x2f\x74\x36\x57\x53\x50\x38\x59\x20\x6b\x52\ -\x38\x43\x53\x7a\x64\x58\x56\x65\x31\x54\x71\x62\x6f\x55\x35\x55\ -\x6d\x42\x64\x36\x4c\x79\x49\x39\x64\x6c\x54\x54\x52\x6f\x76\x52\ -\x4b\x31\x72\x58\x75\x69\x77\x63\x41\x6e\x4a\x2f\x65\x64\x6e\x42\ -\x37\x45\x71\x38\x77\x61\x64\x4d\x56\x53\x32\x61\x65\x6d\x66\x54\ -\x43\x7a\x6c\x4c\x4c\x42\x47\x6b\x51\x32\x20\x6d\x39\x32\x43\x79\ -\x4e\x41\x70\x75\x4f\x6f\x78\x66\x72\x2f\x66\x53\x2b\x68\x75\x31\ -\x68\x41\x4e\x42\x76\x65\x4e\x42\x67\x50\x33\x52\x57\x78\x37\x66\ -\x77\x41\x58\x74\x67\x48\x56\x41\x72\x66\x68\x61\x4c\x67\x74\x6d\ -\x56\x71\x6b\x4b\x73\x74\x42\x58\x68\x50\x34\x39\x6d\x36\x32\x48\ -\x58\x44\x46\x66\x52\x46\x41\x20\x52\x50\x6f\x4e\x6c\x6f\x70\x37\ -\x63\x4f\x47\x59\x50\x75\x6e\x4c\x75\x31\x63\x41\x32\x31\x53\x35\ -\x63\x45\x56\x78\x52\x71\x35\x46\x67\x2b\x34\x36\x6b\x67\x66\x4f\ -\x41\x76\x59\x7a\x78\x4c\x79\x67\x32\x44\x62\x55\x59\x42\x6e\x75\ -\x4c\x67\x4e\x66\x47\x38\x67\x53\x67\x4b\x71\x46\x75\x37\x36\x45\ -\x63\x43\x33\x49\x20\x70\x39\x54\x55\x43\x49\x43\x6f\x62\x67\x42\ -\x77\x4d\x42\x38\x47\x31\x67\x76\x36\x35\x61\x61\x67\x2f\x63\x2b\ -\x6d\x55\x4f\x43\x30\x31\x6e\x6a\x79\x6b\x6a\x6b\x4c\x46\x38\x33\ -\x74\x64\x64\x30\x31\x4c\x63\x6c\x6b\x61\x31\x73\x71\x38\x35\x36\ -\x32\x5a\x47\x59\x70\x53\x68\x65\x77\x52\x57\x41\x56\x77\x6e\x36\ -\x4b\x20\x48\x74\x62\x6f\x39\x39\x64\x47\x67\x39\x61\x61\x53\x44\ -\x43\x77\x63\x74\x4c\x65\x34\x43\x6c\x6b\x2b\x58\x49\x71\x46\x49\ -\x34\x61\x66\x4c\x79\x34\x48\x43\x7a\x72\x59\x68\x55\x70\x47\x79\ -\x77\x50\x52\x50\x57\x33\x48\x6f\x66\x6e\x7a\x54\x57\x5a\x56\x62\ -\x75\x46\x79\x35\x5a\x56\x4c\x39\x77\x39\x45\x4f\x6a\x7a\x20\x42\ -\x32\x45\x59\x62\x67\x58\x43\x4d\x59\x61\x70\x37\x77\x64\x77\x7a\ -\x64\x78\x44\x41\x41\x70\x7a\x32\x7a\x4b\x5a\x42\x45\x42\x37\x4b\ -\x76\x57\x73\x6f\x4c\x38\x41\x35\x75\x52\x46\x33\x31\x64\x54\x45\ -\x33\x67\x4a\x79\x47\x74\x42\x65\x62\x53\x49\x76\x71\x50\x76\x33\ -\x37\x78\x70\x66\x42\x50\x59\x44\x4e\x71\x51\x20\x44\x41\x55\x2b\ -\x42\x43\x43\x69\x6d\x77\x44\x45\x63\x43\x76\x61\x6b\x35\x6b\x2f\ -\x41\x39\x63\x70\x65\x67\x79\x41\x61\x72\x39\x2f\x61\x67\x63\x69\ -\x69\x77\x41\x4d\x70\x63\x38\x2f\x74\x52\x6a\x59\x76\x48\x62\x74\ -\x32\x6c\x35\x4d\x2f\x51\x47\x77\x69\x79\x43\x58\x46\x4e\x74\x65\ -\x41\x59\x6a\x48\x34\x78\x33\x71\x20\x63\x35\x63\x72\x2f\x45\x71\ -\x46\x5a\x6b\x56\x75\x61\x77\x77\x46\x6e\x2b\x72\x5a\x75\x44\x45\ -\x30\x4d\x46\x55\x71\x48\x50\x61\x48\x45\x47\x71\x42\x76\x37\x59\ -\x6d\x4d\x79\x65\x30\x4a\x54\x4f\x31\x5a\x6c\x58\x50\x78\x35\x31\ -\x4b\x33\x37\x47\x71\x76\x41\x33\x56\x55\x46\x4d\x67\x59\x45\x65\ -\x44\x39\x72\x55\x4e\x20\x6f\x63\x43\x70\x67\x7a\x63\x51\x5a\x67\ -\x76\x72\x4f\x2b\x76\x65\x67\x56\x63\x69\x74\x68\x69\x65\x55\x73\ -\x7a\x2f\x71\x5a\x51\x4e\x6c\x67\x64\x62\x63\x75\x36\x39\x46\x47\ -\x59\x6e\x4f\x7a\x47\x62\x6c\x6f\x57\x4e\x6f\x63\x43\x48\x63\x39\ -\x75\x71\x4e\x76\x53\x61\x2b\x6e\x77\x6b\x45\x74\x67\x62\x6f\x43\ -\x57\x65\x20\x66\x68\x78\x49\x6f\x35\x77\x47\x53\x44\x79\x65\x62\ -\x51\x64\x69\x49\x49\x63\x74\x58\x37\x36\x38\x58\x32\x6c\x55\x68\ -\x63\x49\x4d\x55\x67\x6d\x76\x57\x62\x4d\x6d\x42\x37\x51\x42\x44\ -\x66\x31\x66\x5a\x70\x56\x33\x41\x4b\x6a\x4b\x78\x30\x41\x2f\x43\ -\x76\x51\x41\x6a\x71\x70\x63\x41\x42\x6a\x71\x46\x6e\x78\x52\x20\ -\x59\x68\x69\x37\x41\x4a\x68\x56\x50\x56\x38\x41\x45\x67\x44\x47\ -\x4d\x4e\x70\x56\x62\x74\x46\x78\x70\x59\x55\x5a\x31\x6e\x71\x41\ -\x39\x76\x61\x4f\x4f\x4d\x4a\x76\x4b\x47\x70\x35\x71\x66\x43\x79\ -\x62\x64\x74\x4c\x47\x30\x50\x42\x2f\x38\x55\x78\x33\x74\x4b\x57\ -\x53\x4a\x32\x70\x50\x72\x63\x52\x35\x45\x62\x51\x20\x74\x32\x46\ -\x77\x34\x38\x42\x37\x2b\x74\x52\x33\x43\x4d\x42\x41\x6f\x62\x2b\ -\x57\x6c\x6c\x64\x65\x4d\x37\x53\x6f\x55\x36\x2f\x79\x5a\x37\x63\ -\x77\x65\x7a\x74\x56\x6c\x4e\x39\x57\x69\x6e\x5a\x46\x67\x2f\x62\ -\x4e\x6a\x62\x5a\x39\x55\x69\x51\x53\x6d\x54\x4f\x6d\x4e\x33\x30\ -\x71\x55\x59\x37\x7a\x4f\x4f\x72\x34\x20\x71\x72\x62\x50\x57\x43\ -\x47\x51\x32\x55\x6a\x5a\x59\x48\x6e\x51\x33\x64\x32\x39\x65\x61\ -\x71\x58\x68\x64\x46\x67\x38\x4f\x31\x4e\x6f\x64\x41\x5a\x59\x37\ -\x6d\x6d\x30\x62\x61\x2b\x31\x42\x67\x4d\x33\x41\x62\x67\x47\x50\ -\x6f\x6b\x59\x49\x4c\x55\x47\x53\x36\x50\x52\x6b\x4f\x42\x64\x77\ -\x47\x71\x36\x42\x32\x41\x20\x33\x52\x69\x79\x44\x69\x70\x63\x4a\ -\x51\x2b\x42\x37\x76\x4a\x71\x64\x30\x66\x2f\x37\x70\x6f\x68\x57\ -\x73\x69\x4e\x6c\x48\x36\x35\x35\x42\x63\x42\x30\x36\x65\x36\x62\ -\x44\x66\x4c\x71\x6c\x62\x59\x58\x65\x44\x78\x4c\x62\x33\x35\x42\ -\x57\x33\x4a\x39\x4c\x79\x32\x5a\x44\x6f\x45\x2b\x6e\x76\x51\x50\ -\x52\x71\x44\x20\x31\x6e\x74\x42\x65\x79\x68\x30\x4e\x68\x38\x4b\ -\x42\x67\x4c\x34\x47\x45\x69\x62\x51\x75\x76\x67\x63\x61\x75\x72\ -\x4f\x57\x41\x44\x2f\x54\x38\x43\x75\x6c\x69\x4b\x4d\x79\x6b\x41\ -\x58\x4f\x4f\x37\x46\x49\x32\x5a\x49\x61\x78\x33\x58\x62\x63\x48\ -\x39\x43\x7a\x44\x35\x64\x4b\x6d\x70\x71\x61\x71\x74\x72\x5a\x4d\ -\x20\x6f\x6a\x57\x52\x2f\x43\x69\x77\x53\x51\x59\x6c\x71\x45\x4f\ -\x68\x56\x71\x48\x6f\x6a\x6a\x71\x47\x79\x35\x63\x76\x72\x39\x43\ -\x43\x77\x73\x55\x72\x73\x58\x54\x36\x71\x62\x5a\x45\x5a\x72\x56\ -\x52\x4e\x61\x64\x57\x68\x66\x63\x44\x43\x30\x41\x2f\x71\x4b\x4a\ -\x33\x47\x45\x34\x2b\x47\x77\x30\x46\x7a\x68\x6e\x4c\x20\x33\x32\ -\x44\x71\x55\x41\x2b\x44\x4a\x58\x39\x76\x61\x39\x73\x77\x70\x42\ -\x44\x48\x66\x7a\x4a\x6c\x67\x31\x55\x43\x55\x66\x32\x64\x78\x2b\ -\x46\x35\x56\x54\x34\x5a\x58\x42\x52\x68\x7a\x45\x54\x44\x34\x56\ -\x50\x45\x6b\x4c\x2b\x37\x77\x74\x46\x4e\x54\x55\x30\x6a\x68\x67\ -\x48\x30\x34\x59\x6f\x63\x71\x33\x42\x61\x20\x59\x36\x68\x2b\x65\ -\x53\x79\x57\x57\x51\x65\x73\x41\x37\x59\x72\x50\x41\x2f\x63\x46\ -\x77\x31\x61\x48\x31\x54\x58\x75\x42\x31\x41\x4b\x63\x34\x47\x6c\ -\x62\x38\x55\x2f\x6a\x48\x36\x41\x7a\x70\x64\x56\x77\x34\x41\x51\ -\x43\x52\x5a\x50\x50\x52\x76\x41\x41\x50\x73\x6e\x4d\x6c\x42\x67\ -\x49\x43\x73\x7a\x6d\x61\x7a\x20\x57\x2f\x6f\x37\x56\x2b\x4d\x69\ -\x45\x56\x61\x36\x61\x72\x54\x4e\x32\x35\x36\x2f\x42\x5a\x39\x47\ -\x35\x69\x31\x63\x66\x46\x64\x66\x63\x33\x73\x79\x38\x2b\x66\x32\ -\x5a\x4c\x71\x78\x50\x5a\x6e\x35\x30\x75\x42\x78\x46\x39\x6f\x79\ -\x53\x32\x4f\x70\x7a\x4c\x63\x41\x54\x46\x66\x65\x67\x78\x6f\x72\ -\x2b\x39\x74\x54\x20\x71\x57\x64\x56\x35\x4a\x4d\x6f\x50\x7a\x55\ -\x63\x69\x57\x55\x79\x6d\x61\x30\x71\x63\x6f\x55\x4b\x65\x32\x6c\ -\x76\x54\x79\x77\x61\x73\x6d\x39\x71\x44\x4e\x71\x72\x67\x59\x55\ -\x4b\x4f\x38\x6b\x41\x4b\x52\x77\x43\x39\x50\x62\x41\x45\x33\x33\ -\x48\x4e\x6e\x52\x33\x37\x41\x2f\x73\x67\x76\x41\x67\x78\x56\x33\ -\x44\x20\x6c\x70\x61\x57\x37\x65\x4a\x4b\x59\x51\x64\x52\x39\x4e\ -\x63\x59\x76\x41\x66\x30\x64\x6f\x55\x55\x51\x47\x50\x49\x2f\x74\ -\x7a\x41\x51\x4e\x6a\x70\x4a\x42\x69\x73\x62\x51\x52\x32\x48\x33\ -\x78\x63\x30\x50\x4a\x79\x63\x42\x44\x6c\x73\x49\x59\x53\x56\x50\ -\x55\x36\x39\x2f\x52\x55\x6d\x6a\x33\x41\x54\x73\x73\x47\x20\x51\ -\x2f\x55\x30\x43\x6e\x58\x6e\x78\x6f\x32\x67\x52\x79\x50\x63\x32\ -\x78\x5a\x4c\x6e\x44\x6d\x57\x36\x77\x7a\x68\x65\x6c\x56\x57\x71\ -\x47\x75\x63\x43\x61\x79\x68\x55\x45\x62\x71\x79\x79\x4a\x63\x49\ -\x73\x70\x2f\x71\x63\x69\x76\x78\x58\x44\x50\x52\x79\x55\x4c\x6e\ -\x41\x70\x38\x77\x54\x48\x4e\x68\x30\x30\x33\x20\x44\x36\x72\x76\ -\x6a\x6f\x59\x43\x54\x36\x4f\x38\x42\x2f\x69\x6f\x77\x73\x75\x75\ -\x6d\x44\x63\x41\x4b\x50\x71\x77\x59\x4e\x53\x70\x53\x46\x64\x4f\ -\x70\x57\x57\x42\x61\x76\x57\x36\x64\x4f\x72\x6c\x67\x58\x32\x33\ -\x70\x56\x4c\x50\x4d\x62\x42\x2b\x59\x6a\x65\x62\x6f\x57\x4e\x63\ -\x7a\x39\x39\x53\x4b\x4b\x53\x78\x20\x55\x7a\x47\x4e\x57\x43\x4a\ -\x39\x31\x55\x37\x39\x78\x5a\x4e\x66\x61\x41\x77\x47\x48\x30\x56\ -\x30\x70\x61\x44\x4c\x45\x58\x47\x41\x37\x7a\x6d\x47\x37\x78\x74\ -\x39\x35\x7a\x51\x32\x2b\x6d\x75\x31\x6c\x32\x55\x6f\x66\x78\x76\ -\x6f\x31\x31\x4b\x48\x6f\x78\x42\x41\x64\x79\x34\x45\x71\x36\x4b\ -\x6e\x43\x59\x42\x72\x20\x33\x4e\x79\x57\x53\x74\x30\x48\x33\x41\ -\x76\x51\x46\x4b\x72\x62\x51\x39\x45\x66\x47\x77\x62\x50\x41\x47\ -\x38\x62\x31\x30\x4e\x4e\x41\x48\x48\x45\x61\x7a\x6c\x49\x33\x71\ -\x42\x73\x73\x41\x5a\x52\x6e\x6d\x47\x56\x6f\x4a\x67\x37\x4f\x43\ -\x54\x2b\x52\x65\x46\x59\x79\x37\x49\x6d\x4a\x4e\x64\x72\x47\x50\ -\x6f\x72\x20\x55\x64\x37\x52\x31\x42\x41\x38\x43\x6a\x41\x61\x47\ -\x2f\x32\x31\x78\x53\x58\x64\x73\x4d\x7a\x5a\x31\x6e\x73\x37\x73\ -\x41\x58\x34\x34\x41\x72\x77\x6f\x63\x61\x64\x78\x61\x62\x6a\x57\ -\x68\x50\x70\x44\x77\x41\x2f\x46\x5a\x58\x76\x41\x62\x73\x41\x67\ -\x59\x5a\x67\x2f\x63\x48\x78\x65\x4c\x77\x44\x35\x46\x2f\x41\x20\ -\x2f\x68\x54\x55\x4b\x4d\x34\x45\x75\x64\x63\x31\x33\x45\x4d\x4b\ -\x62\x52\x42\x4c\x64\x64\x7a\x66\x6e\x6b\x70\x2f\x75\x44\x32\x56\ -\x65\x6a\x4b\x56\x53\x72\x32\x79\x4c\x70\x31\x2b\x32\x61\x50\x37\ -\x61\x61\x63\x31\x6d\x62\x79\x72\x4e\x5a\x45\x36\x73\x54\x57\x52\ -\x33\x71\x4d\x31\x6b\x64\x71\x7a\x4e\x5a\x45\x36\x20\x50\x78\x61\ -\x4c\x39\x66\x53\x31\x36\x33\x61\x6a\x72\x30\x62\x68\x54\x6d\x58\ -\x74\x78\x53\x6a\x34\x67\x30\x7a\x64\x49\x63\x6f\x59\x69\x55\x54\ -\x6d\x53\x4b\x46\x6b\x32\x4b\x74\x7a\x46\x79\x33\x61\x57\x59\x78\ -\x52\x7a\x43\x38\x43\x49\x72\x4a\x44\x52\x39\x2b\x32\x37\x62\x6d\ -\x4e\x51\x65\x76\x39\x65\x4e\x63\x6d\x20\x6e\x47\x79\x38\x44\x46\ -\x5a\x69\x6f\x6d\x58\x64\x33\x6f\x69\x55\x44\x64\x5a\x77\x65\x43\ -\x38\x4c\x35\x2f\x76\x45\x6e\x64\x43\x79\x38\x4b\x58\x32\x35\x4b\ -\x4f\x4b\x48\x4f\x38\x36\x63\x6b\x78\x54\x4f\x48\x67\x46\x75\x59\ -\x70\x57\x51\x57\x34\x63\x36\x42\x6a\x33\x59\x6d\x31\x33\x39\x32\ -\x61\x46\x32\x78\x46\x71\x20\x45\x37\x5a\x39\x56\x46\x73\x79\x2b\ -\x54\x51\x51\x51\x2f\x55\x6b\x67\x4c\x5a\x45\x2b\x68\x79\x55\x4c\ -\x30\x41\x78\x32\x72\x78\x2f\x6b\x30\x43\x76\x46\x62\x68\x45\x58\ -\x41\x35\x33\x7a\x59\x70\x64\x32\x35\x4b\x70\x6b\x2b\x4c\x78\x6d\ -\x56\x63\x6d\x6d\x43\x69\x39\x6d\x50\x65\x35\x36\x71\x35\x41\x70\ -\x62\x39\x49\x20\x51\x31\x50\x54\x30\x6c\x30\x4b\x35\x63\x7a\x6b\ -\x2b\x5a\x59\x42\x4a\x64\x48\x45\x36\x54\x30\x4b\x5a\x61\x48\x43\ -\x33\x51\x4f\x31\x77\x70\x59\x46\x67\x35\x59\x71\x70\x77\x50\x72\ -\x65\x78\x7a\x36\x30\x34\x4b\x71\x44\x4d\x35\x47\x35\x4e\x62\x47\ -\x59\x4f\x43\x69\x71\x58\x79\x47\x6d\x70\x71\x61\x42\x51\x4b\x48\ -\x20\x44\x57\x32\x52\x38\x75\x7a\x4b\x67\x2f\x4b\x53\x63\x42\x68\ -\x63\x4e\x56\x34\x30\x5a\x47\x69\x74\x43\x61\x4d\x51\x43\x65\x39\ -\x6c\x7a\x45\x62\x46\x73\x6d\x58\x56\x43\x33\x50\x62\x6e\x43\x4d\ -\x45\x56\x71\x71\x79\x47\x4b\x46\x62\x54\x66\x66\x41\x34\x6f\x37\ -\x64\x73\x42\x67\x47\x4e\x36\x6a\x4c\x68\x78\x45\x39\x20\x45\x37\ -\x68\x50\x6c\x4e\x74\x56\x35\x4c\x79\x47\x59\x50\x33\x42\x37\x63\ -\x6d\x4f\x78\x39\x71\x53\x36\x52\x38\x31\x68\x41\x4a\x70\x67\x62\ -\x4e\x46\x65\x41\x61\x67\x4c\x5a\x6d\x65\x46\x51\x55\x6c\x4a\x70\ -\x76\x69\x4d\x76\x43\x52\x67\x63\x65\x32\x62\x35\x2b\x2f\x77\x49\ -\x64\x37\x73\x36\x4b\x44\x70\x48\x66\x6b\x20\x46\x41\x43\x52\x6e\ -\x66\x39\x75\x65\x66\x52\x63\x6f\x42\x4c\x6b\x75\x72\x35\x6c\x35\ -\x51\x72\x77\x4a\x64\x48\x7a\x41\x42\x65\x56\x47\x77\x45\x61\x51\ -\x38\x48\x66\x71\x48\x4a\x2f\x57\x7a\x4a\x35\x50\x5a\x4e\x59\x67\ -\x47\x52\x2b\x68\x52\x79\x68\x44\x45\x31\x6e\x45\x72\x53\x55\x5a\ -\x50\x64\x2f\x4e\x47\x2f\x34\x20\x5a\x4e\x4c\x78\x55\x71\x7a\x59\ -\x2b\x77\x65\x67\x31\x71\x4e\x35\x53\x77\x36\x7a\x74\x71\x2f\x55\ -\x31\x6d\x69\x78\x62\x58\x74\x75\x6c\x63\x46\x6e\x67\x53\x38\x42\ -\x53\x78\x56\x75\x46\x69\x47\x49\x63\x68\x6a\x69\x48\x74\x77\x61\ -\x7a\x34\x79\x6d\x4f\x6f\x73\x52\x44\x51\x62\x61\x67\x57\x71\x6a\ -\x61\x6c\x74\x39\x20\x76\x6d\x66\x65\x6d\x77\x31\x44\x48\x77\x64\ -\x2b\x33\x4a\x5a\x49\x6e\x7a\x75\x57\x38\x66\x79\x6e\x73\x48\x7a\ -\x35\x38\x6f\x6f\x4e\x58\x5a\x31\x64\x67\x42\x68\x56\x63\x2f\x30\ -\x74\x4c\x53\x33\x62\x41\x5a\x70\x72\x61\x68\x62\x30\x7a\x4b\x31\ -\x4b\x67\x38\x35\x54\x6e\x7a\x61\x32\x74\x52\x56\x69\x31\x5a\x70\ -\x43\x20\x39\x68\x6d\x4b\x33\x67\x52\x79\x64\x32\x73\x69\x64\x65\ -\x4c\x75\x67\x63\x43\x75\x4f\x56\x4d\x65\x41\x5a\x70\x52\x48\x68\ -\x66\x44\x2f\x56\x52\x4c\x50\x44\x4d\x70\x45\x73\x70\x68\x79\x2f\ -\x38\x4c\x34\x47\x79\x50\x70\x72\x50\x6a\x6d\x65\x79\x31\x6b\x39\ -\x48\x48\x47\x34\x6e\x79\x6b\x74\x43\x44\x69\x4f\x55\x2f\x20\x77\ -\x58\x58\x31\x4c\x33\x67\x62\x4b\x34\x43\x4f\x71\x6e\x78\x2b\x53\ -\x4d\x37\x63\x63\x45\x54\x44\x67\x65\x4f\x71\x44\x46\x71\x42\x79\ -\x31\x45\x65\x46\x5a\x57\x54\x67\x54\x6b\x6f\x68\x77\x41\x64\x78\ -\x64\x69\x6b\x30\x65\x41\x4b\x33\x41\x54\x4d\x63\x37\x66\x50\x4f\ -\x53\x57\x57\x53\x6a\x30\x70\x79\x43\x63\x4d\x20\x68\x78\x2b\x4d\ -\x5a\x54\x7a\x2f\x53\x66\x51\x6b\x45\x6c\x57\x49\x58\x49\x37\x77\ -\x6e\x54\x35\x6a\x42\x62\x42\x39\x62\x73\x55\x37\x51\x58\x64\x42\ -\x39\x51\x39\x39\x78\x67\x6f\x51\x52\x63\x38\x48\x45\x4e\x48\x76\ -\x41\x4b\x78\x4c\x70\x31\x2b\x65\x73\x33\x44\x52\x32\x78\x51\x75\ -\x51\x6a\x68\x41\x31\x58\x69\x36\x20\x4b\x52\x79\x34\x63\x6d\x44\ -\x51\x37\x6a\x67\x52\x6f\x4a\x52\x37\x34\x52\x66\x68\x51\x4f\x33\ -\x58\x4b\x55\x38\x71\x64\x71\x4b\x38\x4a\x42\x78\x45\x32\x4b\x72\ -\x37\x74\x4b\x49\x2f\x6f\x5a\x53\x7a\x56\x58\x6a\x45\x6b\x59\x71\ -\x54\x34\x31\x32\x6a\x30\x33\x6c\x2f\x71\x39\x38\x2f\x66\x30\x74\ -\x56\x78\x57\x55\x6f\x20\x6e\x77\x62\x57\x71\x73\x6f\x4a\x41\x67\ -\x45\x56\x76\x55\x31\x67\x4f\x79\x49\x58\x75\x59\x62\x7a\x57\x38\ -\x4f\x52\x69\x78\x74\x44\x67\x54\x50\x56\x56\x2f\x57\x4a\x74\x72\ -\x61\x32\x59\x57\x4e\x76\x56\x4f\x55\x47\x44\x4e\x30\x64\x4e\x5a\ -\x38\x48\x74\x44\x57\x52\x75\x6e\x71\x73\x7a\x7a\x6b\x52\x4c\x4d\ -\x75\x61\x20\x56\x36\x56\x61\x6b\x31\x65\x74\x4e\x63\x58\x5a\x46\ -\x54\x45\x57\x75\x56\x71\x49\x30\x68\x5a\x44\x46\x36\x67\x61\x46\ -\x51\x41\x69\x62\x6b\x35\x64\x4b\x63\x72\x31\x36\x46\x59\x78\x6a\ -\x41\x32\x6f\x75\x77\x45\x31\x4e\x30\x67\x2b\x76\x32\x46\x2b\x62\ -\x65\x30\x72\x30\x36\x45\x39\x76\x37\x61\x37\x65\x7a\x50\x77\x20\ -\x6e\x53\x45\x4e\x69\x69\x43\x41\x53\x4c\x2b\x6b\x55\x44\x51\x63\ -\x4f\x42\x5a\x6c\x54\x35\x54\x48\x57\x78\x4c\x70\x76\x2f\x66\x66\ -\x59\x2b\x33\x61\x33\x73\x5a\x77\x6f\x42\x49\x56\x46\x4f\x4b\x6f\ -\x66\x44\x4a\x6e\x63\x6c\x6f\x30\x46\x44\x71\x70\x4c\x5a\x45\x59\ -\x6c\x38\x35\x36\x4a\x42\x4b\x70\x30\x74\x35\x74\x20\x37\x58\x69\ -\x58\x4b\x78\x4e\x55\x76\x68\x55\x4f\x2b\x48\x64\x62\x73\x4c\x6a\ -\x36\x72\x4c\x4a\x47\x66\x34\x46\x5a\x61\x37\x30\x62\x41\x72\x56\ -\x37\x62\x63\x31\x4c\x79\x30\x36\x78\x51\x46\x4f\x4c\x68\x4b\x33\ -\x61\x37\x34\x41\x4d\x69\x53\x4d\x61\x77\x4c\x55\x4c\x6c\x6c\x52\ -\x2f\x61\x72\x51\x66\x6e\x6d\x67\x6f\x20\x39\x41\x37\x42\x76\x5a\ -\x35\x43\x4a\x65\x6e\x37\x48\x4d\x4e\x33\x53\x69\x77\x57\x36\x32\ -\x6b\x4d\x42\x57\x38\x44\x50\x55\x33\x67\x54\x42\x78\x64\x70\x61\ -\x59\x38\x67\x70\x42\x48\x71\x51\x4f\x39\x6f\x7a\x57\x52\x48\x6c\ -\x77\x4d\x59\x37\x71\x52\x73\x4e\x38\x66\x55\x52\x2f\x4e\x71\x4f\ -\x78\x68\x69\x44\x61\x71\x20\x30\x67\x68\x45\x4b\x46\x53\x69\x6d\ -\x61\x79\x63\x53\x71\x55\x51\x47\x78\x45\x44\x34\x67\x49\x4a\x56\ -\x32\x6c\x44\x64\x47\x31\x6c\x54\x2f\x36\x35\x6c\x6c\x64\x65\x65\ -\x57\x33\x34\x79\x79\x64\x47\x63\x33\x4e\x7a\x5a\x63\x2f\x6d\x56\ -\x35\x39\x43\x32\x56\x4e\x56\x72\x68\x54\x44\x58\x55\x63\x68\x6d\ -\x74\x2f\x47\x20\x6c\x57\x4e\x61\x55\x36\x6e\x2b\x58\x65\x4b\x6f\ -\x62\x62\x39\x4a\x44\x4a\x34\x44\x4e\x6a\x6d\x47\x37\x30\x32\x6d\ -\x35\x74\x34\x47\x38\x67\x31\x48\x66\x43\x65\x4b\x73\x33\x31\x50\ -\x30\x7a\x58\x61\x42\x7a\x72\x35\x52\x30\x74\x42\x45\x72\x6e\x32\ -\x78\x79\x43\x66\x4b\x6e\x6d\x53\x38\x49\x69\x61\x56\x53\x63\x6c\ -\x20\x45\x6f\x6b\x4e\x34\x33\x72\x51\x4e\x78\x43\x7a\x30\x6d\x41\ -\x56\x74\x4d\x74\x35\x47\x4e\x69\x4b\x36\x45\x38\x64\x71\x66\x7a\ -\x5a\x56\x46\x61\x75\x61\x57\x70\x71\x71\x73\x70\x76\x33\x58\x53\ -\x6a\x51\x69\x6e\x4e\x62\x42\x66\x6b\x77\x6e\x69\x6d\x73\x31\x51\ -\x35\x38\x35\x31\x34\x71\x39\x38\x2f\x66\x2f\x4d\x63\x20\x33\x37\ -\x64\x45\x35\x52\x79\x67\x45\x36\x67\x43\x7a\x54\x74\x47\x78\x65\ -\x36\x78\x57\x4f\x7a\x56\x78\x6d\x44\x77\x52\x45\x53\x76\x6f\x31\ -\x44\x4e\x65\x4c\x76\x41\x41\x33\x6e\x44\x64\x34\x61\x70\x2b\x54\ -\x74\x52\x33\x61\x63\x31\x6b\x52\x35\x50\x65\x61\x72\x78\x59\x67\ -\x54\x39\x2f\x6a\x33\x45\x34\x43\x41\x52\x20\x39\x6c\x4e\x6c\x54\ -\x78\x48\x65\x44\x45\x4e\x6c\x59\x6d\x61\x41\x47\x50\x41\x38\x79\ -\x6a\x4d\x59\x38\x72\x68\x5a\x74\x58\x33\x31\x5a\x45\x64\x2b\x52\ -\x79\x4b\x52\x4f\x74\x50\x4e\x2f\x51\x51\x34\x43\x51\x71\x52\x2f\ -\x79\x70\x63\x32\x52\x5a\x50\x66\x33\x72\x67\x65\x59\x30\x68\x2b\ -\x33\x37\x67\x61\x46\x58\x35\x20\x56\x46\x73\x79\x2b\x66\x4f\x2b\ -\x34\x36\x46\x51\x61\x45\x6b\x46\x7a\x6c\x71\x51\x2b\x61\x70\x36\ -\x59\x56\x73\x79\x2f\x62\x2b\x4d\x77\x79\x6b\x66\x74\x76\x77\x66\ -\x42\x61\x37\x45\x77\x77\x45\x50\x68\x61\x70\x49\x35\x4e\x79\x6a\ -\x5a\x70\x4d\x36\x36\x6b\x77\x77\x36\x77\x78\x57\x79\x4f\x2b\x50\ -\x69\x73\x6e\x6a\x20\x73\x4a\x4e\x79\x35\x53\x61\x51\x71\x78\x30\ -\x6a\x39\x36\x4e\x55\x36\x75\x58\x30\x5a\x50\x5a\x6e\x32\x2f\x5a\ -\x53\x77\x2b\x32\x39\x55\x35\x42\x44\x53\x35\x79\x79\x44\x64\x58\ -\x54\x34\x78\x31\x64\x64\x77\x35\x75\x61\x47\x70\x71\x71\x69\x47\ -\x66\x62\x32\x36\x4a\x78\x56\x62\x31\x48\x59\x75\x47\x72\x43\x50\ -\x41\x20\x75\x46\x6f\x67\x41\x6e\x4b\x56\x34\x44\x37\x73\x49\x6f\ -\x30\x43\x6c\x36\x6c\x6f\x2f\x78\x64\x68\x42\x66\x67\x79\x6f\x56\ -\x44\x49\x79\x65\x64\x7a\x72\x5a\x6c\x4d\x73\x71\x47\x68\x50\x6d\ -\x77\x34\x35\x6e\x4d\x67\x64\x37\x51\x6d\x6b\x69\x73\x6e\x38\x78\ -\x6b\x48\x59\x51\x54\x72\x36\x70\x59\x62\x6f\x6b\x63\x69\x20\x48\ -\x41\x51\x63\x78\x4a\x42\x30\x6c\x31\x6d\x4c\x69\x2f\x41\x76\x56\ -\x42\x34\x44\x58\x5a\x30\x58\x33\x35\x2f\x53\x6b\x78\x51\x7a\x74\ -\x70\x74\x6c\x56\x62\x73\x2b\x44\x6e\x52\x64\x49\x31\x59\x4d\x6b\ -\x75\x32\x6e\x2b\x41\x4e\x7a\x70\x38\x49\x7a\x62\x59\x6e\x55\x76\ -\x67\x7a\x51\x33\x49\x6f\x47\x37\x57\x74\x45\x20\x39\x43\x7a\x67\ -\x5a\x57\x42\x58\x52\x52\x2f\x46\x4e\x63\x35\x75\x53\x36\x56\x65\ -\x47\x75\x73\x59\x69\x6a\x2f\x55\x64\x31\x47\x36\x6e\x6d\x4b\x4c\ -\x75\x48\x4a\x6b\x72\x4c\x4d\x7a\x4e\x74\x5a\x37\x76\x31\x47\x59\ -\x56\x51\x59\x72\x47\x6c\x32\x79\x79\x4f\x32\x70\x66\x45\x78\x68\ -\x7a\x78\x4b\x6e\x39\x41\x49\x33\x20\x4f\x6f\x62\x37\x33\x56\x53\ -\x71\x65\x38\x77\x66\x69\x4d\x47\x45\x77\x39\x58\x31\x35\x4d\x77\ -\x48\x67\x4f\x59\x53\x70\x33\x51\x5a\x68\x68\x78\x66\x71\x6c\x78\ -\x35\x59\x37\x6a\x68\x4d\x55\x52\x66\x61\x34\x33\x46\x6a\x67\x4f\ -\x49\x68\x75\x77\x4c\x42\x43\x34\x44\x58\x61\x65\x59\x48\x78\x66\ -\x63\x39\x77\x4c\x6e\x20\x4b\x58\x79\x72\x47\x47\x74\x7a\x71\x4b\ -\x6f\x63\x32\x4a\x5a\x4d\x50\x67\x58\x51\x47\x41\x70\x38\x41\x6f\ -\x78\x69\x77\x4b\x67\x65\x41\x43\x41\x71\x6e\x38\x46\x30\x75\x31\ -\x70\x69\x36\x63\x63\x6e\x2b\x6e\x78\x39\x32\x4c\x61\x39\x31\x4f\ -\x66\x6d\x6a\x6c\x53\x52\x34\x31\x42\x39\x4e\x77\x79\x56\x4d\x58\ -\x36\x64\x20\x34\x67\x42\x50\x49\x76\x70\x48\x31\x7a\x48\x75\x54\ -\x33\x5a\x32\x50\x73\x30\x6b\x68\x68\x78\x41\x59\x66\x61\x74\x76\ -\x54\x33\x2f\x41\x68\x70\x63\x6c\x63\x50\x61\x6b\x38\x6e\x2b\x49\ -\x4e\x58\x47\x63\x4f\x42\x77\x6c\x41\x63\x46\x58\x70\x69\x33\x50\ -\x62\x2f\x76\x6c\x71\x71\x4b\x73\x30\x41\x76\x42\x71\x6f\x51\x20\ -\x2f\x55\x5a\x72\x50\x50\x4e\x44\x78\x69\x67\x4e\x30\x31\x42\x66\ -\x48\x33\x62\x46\x76\x5a\x65\x53\x6e\x30\x6c\x4e\x6f\x65\x5a\x52\ -\x55\x31\x33\x68\x78\x37\x62\x74\x70\x54\x37\x74\x66\x58\x39\x65\ -\x4b\x6e\x38\x7a\x30\x33\x55\x35\x42\x7a\x4a\x72\x64\x67\x6d\x58\ -\x4c\x36\x66\x43\x36\x61\x6d\x38\x59\x78\x68\x6a\x20\x42\x56\x41\ -\x4a\x6e\x47\x32\x36\x78\x72\x71\x49\x35\x66\x39\x4e\x32\x4c\x4c\ -\x47\x6e\x55\x59\x52\x74\x61\x77\x51\x4f\x64\x38\x71\x53\x68\x75\ -\x72\x64\x65\x70\x77\x59\x43\x6c\x6a\x42\x57\x41\x36\x75\x51\x2b\ -\x30\x78\x6d\x4c\x48\x4e\x7a\x55\x31\x37\x64\x49\x59\x73\x6d\x38\ -\x55\x75\x42\x79\x34\x5a\x73\x37\x43\x20\x78\x58\x73\x6a\x7a\x69\ -\x49\x4b\x34\x51\x73\x76\x43\x65\x79\x71\x68\x56\x39\x67\x55\x30\ -\x53\x76\x57\x74\x47\x76\x4b\x79\x58\x2f\x44\x2f\x51\x30\x63\x4e\ -\x39\x4f\x59\x65\x6d\x34\x57\x45\x58\x76\x64\x70\x55\x78\x70\x65\ -\x78\x34\x50\x6c\x39\x30\x79\x61\x4b\x49\x56\x66\x65\x52\x69\x4f\ -\x58\x2f\x73\x2b\x6e\x6d\x20\x75\x68\x52\x75\x52\x66\x56\x4d\x70\ -\x74\x35\x59\x62\x61\x65\x51\x36\x4c\x79\x42\x53\x54\x59\x65\x48\ -\x70\x6a\x41\x67\x61\x68\x38\x79\x7a\x44\x30\x79\x62\x44\x6c\x54\ -\x34\x62\x72\x36\x33\x34\x51\x72\x4b\x74\x37\x2b\x32\x52\x31\x6f\ -\x4c\x30\x39\x48\x77\x65\x69\x6f\x74\x77\x79\x30\x46\x6a\x5a\x74\ -\x6a\x30\x58\x20\x35\x57\x6f\x4b\x75\x34\x71\x62\x4e\x2f\x74\x38\ -\x67\x64\x5a\x45\x36\x71\x64\x35\x38\x65\x30\x42\x33\x49\x4d\x72\ -\x42\x7a\x49\x4f\x48\x61\x76\x32\x6a\x6f\x36\x34\x4f\x61\x66\x33\ -\x59\x49\x45\x48\x76\x4d\x38\x51\x47\x33\x45\x66\x44\x64\x58\x58\ -\x4c\x78\x2f\x66\x45\x77\x32\x4c\x47\x62\x62\x72\x6a\x6f\x31\x59\ -\x20\x2f\x74\x74\x4d\x4e\x35\x64\x52\x6c\x53\x74\x4e\x37\x66\x30\ -\x56\x73\x32\x68\x69\x4d\x32\x73\x47\x45\x67\x6e\x34\x66\x36\x7a\ -\x4b\x35\x38\x64\x36\x6e\x63\x4b\x66\x44\x55\x4d\x75\x69\x36\x55\ -\x36\x56\x34\x33\x32\x6d\x72\x44\x66\x33\x34\x44\x4a\x77\x78\x53\ -\x63\x79\x46\x37\x38\x7a\x54\x45\x71\x6a\x68\x2f\x4e\x20\x4c\x30\ -\x73\x30\x47\x48\x79\x37\x69\x4e\x34\x4d\x4e\x49\x46\x63\x31\x5a\ -\x70\x49\x2f\x6a\x2b\x41\x78\x70\x42\x39\x50\x76\x41\x64\x52\x47\ -\x39\x46\x35\x54\x58\x51\x53\x70\x41\x50\x41\x5a\x57\x49\x66\x4b\ -\x6b\x31\x6e\x76\x78\x2b\x55\x31\x4e\x54\x56\x53\x36\x58\x57\x39\ -\x71\x58\x49\x67\x4d\x46\x6e\x38\x6a\x43\x20\x62\x64\x74\x79\x78\ -\x5a\x32\x74\x4d\x64\x48\x63\x33\x46\x79\x35\x2b\x5a\x58\x75\x34\ -\x7a\x47\x4d\x44\x36\x46\x36\x4c\x49\x50\x79\x49\x4d\x64\x4a\x54\ -\x69\x43\x6d\x38\x4b\x4a\x41\x71\x79\x70\x5a\x4d\x53\x53\x6a\x51\ -\x70\x63\x36\x6b\x73\x56\x31\x4e\x32\x69\x6c\x30\x79\x4d\x79\x62\ -\x31\x73\x69\x6b\x58\x67\x56\x20\x62\x79\x4e\x6c\x68\x45\x4b\x68\ -\x52\x52\x58\x62\x74\x31\x66\x6b\x52\x47\x72\x45\x70\x42\x62\x56\ -\x65\x6c\x56\x71\x78\x4b\x41\x57\x43\x41\x6b\x73\x55\x32\x55\x33\ -\x76\x44\x53\x68\x78\x6f\x48\x41\x53\x79\x43\x33\x35\x41\x33\x6e\ -\x56\x78\x4f\x5a\x6a\x55\x63\x69\x6b\x63\x57\x6d\x6d\x2f\x2b\x79\ -\x36\x66\x4c\x54\x20\x46\x31\x4f\x70\x66\x6e\x64\x45\x59\x39\x44\ -\x2b\x48\x71\x4a\x66\x42\x50\x34\x42\x76\x42\x6c\x41\x6b\x59\x74\ -\x44\x69\x64\x51\x50\x56\x6b\x47\x2b\x75\x62\x6d\x35\x63\x69\x49\ -\x37\x65\x38\x58\x36\x68\x46\x63\x78\x74\x42\x70\x35\x48\x36\x38\ -\x70\x37\x6e\x47\x54\x55\x51\x6b\x36\x59\x6c\x6d\x37\x67\x37\x4e\ -\x53\x20\x34\x55\x79\x38\x64\x69\x78\x46\x76\x78\x46\x50\x64\x2f\ -\x33\x33\x52\x50\x75\x5a\x44\x47\x61\x46\x77\x51\x72\x56\x31\x35\ -\x34\x68\x49\x6a\x64\x4e\x38\x44\x61\x50\x43\x31\x77\x65\x79\x32\ -\x54\x2f\x77\x44\x43\x2f\x62\x41\x32\x57\x74\x63\x77\x6c\x2f\x79\ -\x43\x49\x37\x58\x6d\x43\x63\x6c\x39\x4f\x7a\x4e\x4e\x47\x20\x45\ -\x78\x54\x61\x47\x41\x79\x75\x52\x50\x51\x71\x49\x45\x2f\x42\x57\ -\x66\x71\x50\x78\x54\x58\x2b\x67\x39\x65\x73\x57\x5a\x4e\x72\x44\ -\x46\x6b\x48\x67\x37\x46\x61\x34\x63\x2b\x69\x63\x70\x32\x4b\x66\ -\x71\x6f\x6f\x6a\x56\x4b\x70\x59\x42\x75\x39\x2b\x59\x61\x57\x7a\ -\x73\x37\x75\x38\x54\x33\x71\x6f\x47\x65\x71\x20\x72\x77\x2b\x37\ -\x68\x76\x74\x78\x43\x68\x72\x6f\x2f\x67\x6e\x63\x4b\x67\x30\x38\ -\x49\x38\x67\x61\x56\x66\x63\x5a\x78\x39\x54\x6e\x55\x71\x6e\x75\ -\x47\x49\x58\x6e\x6d\x78\x62\x43\x34\x65\x70\x36\x38\x75\x61\x62\ -\x42\x64\x30\x4e\x5a\x42\x39\x56\x39\x71\x63\x67\x4c\x6a\x6a\x65\ -\x6e\x44\x34\x56\x65\x46\x42\x56\x20\x2f\x37\x66\x61\x36\x76\x72\ -\x44\x6d\x6a\x57\x4d\x6d\x45\x30\x77\x45\x6f\x32\x68\x2b\x75\x56\ -\x67\x50\x41\x46\x30\x35\x54\x43\x62\x4b\x31\x78\x33\x56\x30\x52\ -\x2f\x67\x62\x42\x43\x34\x4a\x36\x57\x52\x50\x72\x34\x69\x66\x5a\ -\x52\x52\x4d\x4a\x57\x33\x66\x63\x6f\x52\x4e\x31\x37\x73\x52\x48\ -\x4d\x77\x2b\x4f\x5a\x20\x7a\x44\x2f\x47\x65\x75\x4f\x61\x6d\x70\ -\x6f\x46\x38\x79\x71\x4d\x39\x31\x4e\x51\x6a\x44\x31\x77\x68\x4e\ -\x4d\x64\x52\x59\x39\x4a\x5a\x4c\x70\x4b\x7a\x50\x71\x6d\x6a\x78\ -\x6b\x33\x57\x4a\x46\x41\x7a\x64\x36\x71\x78\x6c\x38\x70\x37\x4a\ -\x6a\x74\x68\x4d\x41\x44\x43\x48\x39\x55\x31\x53\x2b\x55\x4e\x44\ -\x42\x44\x20\x2b\x5a\x65\x71\x58\x70\x62\x6f\x36\x4c\x71\x56\x51\ -\x56\x2b\x30\x6f\x4e\x2f\x2f\x46\x73\x50\x6b\x41\x55\x6f\x37\x4e\ -\x57\x39\x65\x73\x4b\x54\x36\x49\x36\x50\x34\x5a\x5a\x52\x6f\x4b\ -\x48\x69\x4a\x6f\x46\x39\x57\x65\x41\x61\x58\x39\x78\x6d\x69\x70\ -\x36\x6e\x49\x4a\x59\x68\x63\x32\x68\x70\x50\x66\x68\x57\x67\x20\ -\x4d\x52\x7a\x38\x47\x71\x72\x66\x41\x41\x79\x42\x57\x2f\x4f\x47\ -\x37\x7a\x4d\x2b\x63\x72\x75\x37\x4c\x76\x50\x62\x45\x75\x6d\x48\ -\x52\x76\x6b\x38\x4a\x63\x63\x51\x72\x71\x74\x37\x4e\x34\x5a\x2b\ -\x69\x6b\x4c\x77\x34\x58\x69\x57\x39\x2f\x39\x57\x35\x56\x46\x42\ -\x48\x33\x4e\x4d\x5a\x39\x56\x6b\x62\x32\x68\x4d\x20\x46\x73\x75\ -\x71\x71\x78\x66\x32\x56\x50\x6e\x32\x42\x54\x30\x49\x35\x51\x42\ -\x67\x42\x54\x43\x65\x4b\x6b\x59\x5a\x51\x61\x34\x78\x48\x66\x33\ -\x5a\x52\x4d\x70\x6d\x4e\x59\x55\x43\x66\x31\x59\x34\x45\x75\x55\ -\x4f\x78\x36\x77\x34\x76\x5a\x69\x51\x4c\x59\x30\x68\x2b\x32\x78\ -\x52\x53\x62\x51\x6b\x6b\x35\x4f\x61\x20\x56\x68\x4d\x4f\x2b\x4c\ -\x2b\x4b\x38\x75\x30\x53\x7a\x64\x33\x71\x79\x6f\x70\x45\x5a\x2b\ -\x65\x2f\x52\x6e\x4f\x76\x68\x76\x72\x36\x51\x78\x31\x78\x50\x69\ -\x4c\x49\x71\x59\x7a\x74\x50\x65\x78\x32\x54\x57\x66\x76\x5a\x48\ -\x4a\x39\x5a\x67\x7a\x58\x54\x44\x6f\x7a\x61\x72\x41\x43\x67\x63\ -\x43\x75\x50\x73\x30\x2f\x20\x42\x54\x51\x4d\x61\x52\x54\x61\x38\ -\x76\x6a\x32\x53\x36\x66\x54\x4c\x7a\x63\x33\x4e\x31\x64\x75\x33\ -\x72\x44\x2b\x44\x4a\x41\x4c\x51\x48\x63\x62\x35\x65\x31\x62\x67\ -\x63\x73\x57\x4c\x4b\x6d\x2b\x61\x65\x33\x61\x74\x62\x30\x46\x66\ -\x35\x66\x7a\x4a\x36\x44\x61\x2b\x33\x54\x39\x57\x54\x7a\x54\x39\ -\x54\x6c\x47\x20\x38\x44\x73\x55\x30\x7a\x52\x75\x6f\x4a\x42\x68\ -\x33\x7a\x56\x2f\x65\x79\x37\x36\x62\x44\x61\x37\x70\x62\x67\x30\ -\x58\x41\x32\x59\x34\x76\x4b\x75\x6c\x6c\x54\x71\x45\x53\x69\x6f\ -\x42\x4f\x79\x79\x62\x5a\x76\x35\x37\x4f\x54\x46\x6b\x35\x6b\x52\ -\x79\x33\x2b\x61\x77\x6f\x58\x41\x58\x6d\x4f\x38\x64\x6a\x4d\x46\ -\x20\x33\x38\x68\x39\x56\x44\x6a\x33\x78\x75\x50\x72\x78\x36\x63\ -\x50\x4d\x38\x4d\x30\x4e\x7a\x64\x58\x62\x6e\x70\x31\x2f\x53\x48\ -\x69\x63\x68\x79\x69\x78\x34\x49\x73\x47\x2b\x4d\x74\x74\x6f\x46\ -\x65\x4a\x36\x37\x78\x2f\x66\x48\x73\x75\x4f\x30\x65\x43\x4f\x79\ -\x61\x4e\x2f\x53\x6e\x4b\x76\x49\x68\x68\x42\x65\x42\x20\x2f\x39\ -\x63\x61\x54\x2f\x39\x6c\x68\x4d\x75\x6b\x49\x52\x42\x34\x71\x2b\ -\x46\x6a\x56\x7a\x4f\x6e\x7a\x37\x36\x59\x79\x61\x77\x66\x53\x35\ -\x2b\x52\x65\x76\x38\x35\x4b\x76\x77\x51\x7a\x2b\x2b\x73\x70\x74\ -\x53\x52\x77\x78\x4a\x2b\x4f\x41\x42\x66\x41\x41\x41\x67\x41\x45\ -\x6c\x45\x51\x56\x54\x5a\x62\x4a\x76\x58\x20\x74\x63\x46\x67\x74\ -\x53\x57\x4f\x37\x30\x78\x42\x56\x2b\x4b\x68\x75\x7a\x56\x71\x6c\ -\x46\x58\x78\x6a\x75\x77\x52\x7a\x47\x42\x6c\x6f\x70\x6b\x30\x57\ -\x42\x49\x4f\x31\x4e\x36\x4c\x69\x6c\x65\x6c\x32\x36\x32\x47\x6f\ -\x51\x65\x32\x70\x37\x71\x65\x48\x58\x54\x63\x43\x41\x58\x71\x54\ -\x68\x5a\x31\x76\x77\x77\x79\x20\x53\x6f\x65\x37\x70\x67\x54\x6a\ -\x57\x6b\x55\x2f\x54\x30\x46\x4c\x33\x4f\x75\x63\x37\x38\x55\x7a\ -\x58\x65\x65\x50\x64\x4b\x65\x6d\x51\x4d\x42\x57\x51\x2f\x36\x4b\ -\x55\x49\x33\x79\x43\x4d\x49\x78\x41\x70\x65\x72\x6b\x45\x62\x35\ -\x50\x6f\x57\x34\x6f\x53\x44\x51\x37\x52\x69\x2b\x76\x57\x4f\x78\ -\x32\x4b\x75\x6a\x20\x47\x2b\x50\x49\x46\x49\x33\x32\x6d\x51\x49\ -\x58\x4b\x4c\x78\x70\x44\x4a\x64\x75\x42\x4f\x34\x51\x31\x64\x2f\ -\x4d\x58\x31\x72\x7a\x6c\x7a\x64\x69\x78\x4c\x52\x74\x31\x7a\x54\ -\x35\x31\x44\x69\x2b\x71\x4c\x6f\x77\x46\x6d\x64\x30\x48\x70\x46\ -\x62\x63\x4f\x57\x79\x38\x65\x79\x36\x4e\x59\x57\x73\x34\x78\x58\ -\x35\x20\x47\x57\x41\x44\x4e\x31\x59\x34\x6e\x4f\x63\x6c\x7a\x64\ -\x4e\x67\x57\x63\x73\x4d\x55\x36\x36\x68\x55\x44\x6f\x4e\x49\x49\ -\x66\x71\x7a\x2b\x63\x73\x57\x76\x4b\x6c\x73\x66\x77\x39\x49\x67\ -\x48\x2f\x75\x61\x71\x55\x53\x6d\x52\x76\x79\x59\x76\x76\x6e\x65\ -\x6c\x69\x38\x4f\x72\x79\x35\x56\x53\x38\x33\x4f\x45\x2f\x20\x6c\ -\x6f\x4c\x32\x32\x58\x47\x4d\x62\x55\x6e\x64\x39\x36\x4d\x39\x64\ -\x4e\x59\x75\x66\x43\x32\x65\x7a\x6c\x34\x79\x35\x50\x67\x30\x4d\ -\x57\x4d\x47\x61\x35\x67\x33\x58\x31\x58\x6b\x41\x34\x6c\x30\x35\ -\x32\x33\x44\x58\x6c\x39\x66\x38\x32\x34\x31\x6a\x41\x74\x52\x4c\ -\x32\x6d\x4f\x30\x61\x50\x43\x5a\x59\x6c\x30\x20\x39\x69\x75\x6a\ -\x50\x46\x30\x61\x51\x2f\x5a\x50\x55\x4c\x6b\x36\x6d\x45\x79\x75\ -\x53\x34\x61\x43\x71\x30\x41\x50\x4c\x74\x79\x49\x4f\x36\x52\x71\ -\x7a\x6b\x65\x30\x74\x2b\x63\x44\x77\x46\x57\x49\x33\x74\x6f\x61\ -\x54\x33\x39\x77\x49\x6d\x4d\x72\x59\x6b\x51\x73\x2f\x2f\x73\x56\ -\x4c\x71\x58\x30\x4a\x73\x46\x67\x20\x63\x71\x6a\x65\x44\x64\x78\ -\x63\x4d\x58\x2b\x58\x2b\x77\x62\x6d\x7a\x37\x33\x52\x43\x64\x66\ -\x58\x76\x31\x6e\x46\x2f\x62\x44\x41\x68\x34\x44\x51\x4b\x43\x39\ -\x7a\x67\x52\x74\x4d\x7a\x47\x2f\x32\x46\x65\x73\x59\x4c\x59\x55\ -\x45\x36\x73\x70\x76\x41\x78\x39\x31\x44\x4f\x65\x74\x73\x64\x6a\ -\x4f\x4d\x37\x61\x6d\x20\x59\x4c\x42\x52\x63\x56\x61\x44\x31\x4b\ -\x45\x38\x4c\x4d\x4a\x44\x78\x5a\x71\x50\x78\x34\x6a\x6f\x72\x31\ -\x73\x53\x6d\x54\x48\x4a\x5a\x49\x65\x74\x32\x69\x2b\x43\x65\x41\ -\x63\x77\x43\x38\x2b\x44\x66\x4b\x36\x67\x44\x36\x39\x6e\x55\x6a\ -\x6f\x58\x74\x68\x53\x74\x69\x4e\x35\x67\x71\x75\x38\x47\x52\x35\ -\x30\x7a\x20\x45\x4c\x77\x4d\x6b\x36\x4f\x34\x4b\x79\x62\x44\x32\ -\x54\x38\x65\x5a\x73\x52\x67\x68\x61\x32\x61\x66\x63\x42\x34\x6e\ -\x45\x4b\x59\x77\x6b\x34\x6f\x58\x4a\x37\x49\x5a\x4c\x38\x38\x36\ -\x6e\x73\x46\x61\x67\x38\x55\x6c\x53\x38\x72\x76\x49\x63\x78\x50\ 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-\x4c\x46\x69\x37\x59\x75\x6e\x48\x54\x6c\x6e\x38\x77\x79\x6c\x69\ -\x71\x39\x5a\x73\x32\x44\x61\x6d\x79\x31\x42\x67\x49\x20\x76\x42\ -\x50\x68\x6d\x38\x43\x71\x31\x6d\x54\x36\x6f\x77\x50\x62\x46\x69\ -\x39\x65\x75\x45\x57\x51\x4d\x78\x46\x69\x47\x31\x37\x62\x39\x4e\ -\x6a\x67\x61\x34\x64\x6a\x34\x36\x59\x74\x6a\x79\x31\x65\x75\x4e\ -\x41\x50\x6a\x44\x66\x65\x54\x42\x56\x39\x7a\x42\x44\x6a\x6d\x31\ -\x74\x7a\x37\x6c\x6b\x64\x32\x65\x37\x66\x20\x76\x72\x70\x35\x63\ -\x33\x7a\x77\x4f\x64\x58\x7a\x46\x76\x7a\x5a\x4e\x54\x69\x44\x6f\ -\x57\x6c\x61\x69\x39\x79\x38\x55\x62\x64\x78\x30\x35\x61\x37\x78\ -\x39\x6e\x2f\x75\x4a\x6e\x32\x47\x64\x59\x77\x2b\x6a\x2b\x76\x2b\ -\x44\x44\x33\x62\x73\x31\x6b\x6b\x68\x35\x74\x6f\x37\x2b\x2f\x33\ -\x39\x2b\x41\x71\x56\x38\x45\x20\x2b\x53\x69\x6c\x50\x70\x79\x6a\ -\x6a\x43\x74\x70\x44\x41\x63\x4f\x39\x2b\x46\x72\x66\x79\x45\x65\ -\x62\x78\x2f\x68\x56\x49\x4f\x43\x6b\x64\x56\x6f\x31\x41\x70\x4a\ -\x33\x6e\x67\x65\x79\x41\x4b\x62\x67\x48\x32\x41\x4b\x31\x6f\x54\ -\x71\x63\x2b\x4e\x31\x4a\x39\x74\x32\x33\x4e\x39\x62\x76\x35\x43\ -\x52\x53\x2f\x45\x20\x59\x2f\x59\x35\x43\x41\x66\x34\x72\x61\x72\ -\x78\x2f\x55\x52\x48\x78\x35\x71\x52\x37\x6c\x32\x6d\x62\x79\x76\ -\x66\x58\x49\x6e\x6f\x75\x53\x6a\x52\x6b\x61\x2b\x51\x66\x34\x72\ -\x6f\x70\x32\x4c\x70\x37\x4c\x69\x79\x44\x68\x70\x74\x36\x33\x78\ -\x45\x76\x69\x4f\x71\x5a\x37\x65\x6b\x4d\x6a\x74\x70\x57\x7a\x55\ -\x46\x20\x41\x2b\x63\x71\x2f\x42\x43\x56\x7a\x37\x57\x6d\x55\x6c\ -\x65\x4d\x34\x2f\x5a\x6d\x78\x50\x4c\x66\x6f\x66\x44\x65\x4d\x56\ -\x79\x54\x45\x62\x67\x70\x62\x37\x6a\x58\x70\x46\x4c\x64\x4c\x61\ -\x4f\x35\x49\x47\x4c\x58\x72\x56\x42\x58\x48\x38\x52\x6a\x63\x71\ -\x50\x43\x38\x59\x6c\x30\x39\x70\x34\x78\x39\x44\x39\x68\x20\x70\ -\x6a\x58\x53\x50\x52\x79\x6f\x4f\x77\x35\x76\x59\x77\x57\x71\x48\ -\x35\x75\x6f\x73\x51\x4b\x49\x5a\x37\x50\x74\x38\x55\x7a\x58\x70\ -\x34\x32\x38\x52\x72\x51\x51\x65\x62\x35\x54\x78\x72\x38\x67\x46\ -\x34\x2f\x4f\x57\x4e\x6b\x6e\x6f\x66\x4c\x48\x50\x4d\x35\x6f\x5a\ -\x6d\x45\x75\x66\x62\x50\x43\x50\x4c\x73\x42\x20\x74\x36\x71\x76\ -\x63\x6c\x38\x56\x2f\x54\x71\x41\x65\x42\x55\x58\x48\x55\x54\x49\ -\x71\x6a\x33\x53\x64\x48\x50\x50\x4b\x76\x6f\x4e\x68\x6a\x64\x57\ -\x4c\x6e\x43\x7a\x4b\x63\x34\x65\x38\x55\x7a\x32\x67\x32\x56\x6a\ -\x4e\x58\x71\x36\x75\x37\x73\x33\x78\x7a\x4f\x64\x2f\x78\x4e\x50\ -\x5a\x35\x64\x52\x2b\x42\x77\x4f\x20\x6e\x6c\x55\x4d\x51\x76\x64\ -\x52\x35\x61\x39\x68\x79\x33\x2b\x31\x62\x64\x74\x44\x4b\x6c\x71\ -\x50\x68\x42\x6a\x53\x44\x75\x41\x61\x78\x6b\x37\x68\x41\x34\x32\ -\x32\x33\x61\x54\x77\x46\x53\x42\x76\x77\x68\x31\x51\x32\x4e\x42\ -\x70\x44\x41\x58\x75\x62\x6d\x7a\x30\x6a\x39\x62\x76\x35\x50\x6a\ -\x6d\x4c\x58\x77\x66\x20\x38\x50\x41\x49\x35\x2b\x55\x51\x75\x52\ -\x31\x44\x6a\x6f\x74\x6e\x73\x71\x46\x59\x4a\x6e\x76\x68\x61\x49\ -\x30\x56\x51\x43\x7a\x56\x75\x55\x70\x51\x54\x36\x30\x31\x55\x63\ -\x62\x31\x76\x6b\x79\x45\x61\x5a\x74\x68\x4c\x61\x75\x75\x58\x74\ -\x68\x54\x61\x66\x79\x72\x52\x44\x7a\x56\x4c\x2b\x4b\x5a\x37\x4d\ -\x65\x6e\x20\x6f\x74\x39\x6f\x64\x4d\x6b\x69\x64\x31\x76\x6c\x70\ -\x31\x51\x34\x42\x2b\x58\x71\x65\x45\x66\x32\x36\x79\x4e\x64\x55\ -\x77\x77\x49\x76\x51\x62\x59\x34\x42\x69\x2b\x4e\x34\x31\x6e\x74\ -\x36\x38\x78\x62\x42\x30\x45\x78\x6c\x32\x6f\x75\x6f\x36\x68\x4b\ -\x34\x70\x6c\x75\x59\x59\x51\x43\x6f\x57\x57\x69\x4c\x50\x39\x20\ -\x70\x79\x67\x6a\x4f\x56\x38\x56\x75\x4e\x74\x31\x2b\x48\x6f\x79\ -\x6d\x33\x31\x2b\x68\x48\x50\x4c\x6a\x49\x4c\x43\x7a\x75\x76\x4c\ -\x5a\x34\x4e\x2b\x42\x51\x69\x4d\x63\x48\x6f\x48\x49\x68\x2b\x4c\ -\x70\x7a\x74\x48\x72\x62\x55\x65\x69\x55\x54\x6d\x6d\x50\x6e\x63\ -\x4f\x6f\x52\x35\x34\x6e\x4a\x43\x53\x7a\x72\x39\x20\x39\x38\x61\ -\x77\x64\x52\x43\x75\x58\x41\x2b\x38\x43\x5a\x48\x76\x74\x69\x5a\ -\x53\x46\x7a\x51\x30\x31\x50\x6f\x4e\x70\x32\x49\x31\x30\x41\x54\ -\x38\x32\x36\x66\x47\x45\x53\x38\x6b\x6b\x36\x4f\x4b\x64\x79\x71\ -\x56\x66\x79\x76\x77\x48\x4d\x49\x76\x7a\x54\x79\x2f\x6e\x6b\x6a\ -\x4d\x47\x66\x53\x72\x6d\x54\x78\x56\x20\x49\x6d\x33\x75\x35\x6e\ -\x67\x6d\x65\x2f\x70\x45\x37\x6a\x38\x57\x70\x73\x31\x67\x68\x61\ -\x32\x36\x4b\x30\x45\x2f\x36\x64\x47\x30\x4c\x6f\x65\x35\x66\x4b\ -\x78\x79\x77\x32\x4f\x6c\x71\x61\x6d\x70\x61\x6a\x53\x37\x5a\x55\ -\x33\x42\x34\x41\x6b\x71\x65\x69\x65\x46\x6e\x4c\x67\x35\x49\x76\ -\x72\x7a\x6c\x6f\x4c\x43\x20\x77\x72\x42\x2b\x4e\x64\x75\x32\x6c\ -\x31\x59\x5a\x66\x41\x66\x45\x51\x54\x53\x4d\x63\x6a\x54\x77\x6a\ -\x43\x48\x6d\x36\x53\x2f\x46\x34\x35\x35\x62\x35\x70\x48\x36\x6d\ -\x6e\x65\x72\x47\x4e\x63\x77\x38\x70\x66\x6c\x63\x63\x4f\x51\x7a\ -\x77\x2b\x58\x31\x7a\x6a\x62\x6d\x47\x68\x71\x79\x6e\x52\x69\x32\ -\x2f\x5a\x63\x20\x77\x2b\x33\x39\x6b\x69\x41\x58\x4d\x6b\x7a\x6c\ -\x36\x69\x4c\x58\x56\x76\x54\x6b\x76\x6a\x42\x61\x72\x61\x35\x6f\ -\x4d\x4c\x69\x76\x34\x50\x36\x52\x51\x66\x46\x2f\x4b\x76\x79\x71\ -\x4c\x5a\x46\x65\x75\x5a\x74\x6c\x4c\x58\x46\x38\x38\x6a\x43\x77\ -\x4a\x38\x68\x6a\x6f\x50\x73\x70\x6b\x71\x6d\x51\x33\x4c\x74\x65\ -\x20\x4b\x46\x54\x75\x48\x70\x46\x41\x49\x47\x44\x37\x4e\x50\x64\ -\x33\x6b\x49\x55\x69\x2f\x4d\x5a\x78\x35\x4a\x70\x6b\x5a\x2b\x65\ -\x34\x4e\x33\x75\x38\x61\x4c\x42\x72\x33\x2b\x71\x36\x38\x68\x54\ -\x65\x47\x32\x58\x76\x54\x52\x51\x79\x54\x4b\x61\x63\x61\x54\x46\ -\x59\x77\x66\x72\x36\x51\x77\x78\x78\x48\x2f\x48\x6f\x20\x7a\x33\ -\x48\x56\x4f\x43\x44\x5a\x30\x66\x48\x30\x64\x49\x78\x6a\x4a\x4e\ -\x34\x55\x44\x72\x39\x5a\x31\x56\x6d\x74\x79\x6d\x61\x66\x59\x61\ -\x37\x49\x75\x38\x37\x33\x45\x55\x35\x47\x39\x51\x65\x74\x79\x66\ -\x51\x58\x68\x37\x76\x57\x73\x71\x78\x35\x63\x33\x31\x47\x4f\x37\ -\x41\x42\x35\x48\x45\x56\x2f\x55\x4e\x62\x20\x50\x48\x55\x6e\x48\ -\x6b\x37\x62\x53\x43\x51\x79\x78\x39\x33\x65\x38\x79\x4d\x52\x2f\ -\x51\x54\x44\x2f\x77\x30\x36\x52\x4f\x51\x72\x73\x58\x54\x6e\x44\ -\x55\x78\x39\x49\x76\x47\x6b\x45\x59\x6c\x45\x46\x6b\x74\x2b\x2b\ -\x35\x4d\x71\x66\x44\x61\x57\x37\x48\x6a\x64\x46\x46\x4f\x49\x57\ -\x6c\x62\x49\x78\x66\x6e\x65\x20\x4d\x4c\x70\x6f\x66\x63\x54\x46\ -\x6b\x4a\x57\x6a\x7a\x56\x39\x74\x61\x4b\x6a\x31\x6d\x7a\x6e\x66\ -\x4f\x61\x35\x77\x6b\x47\x42\x73\x55\x4f\x57\x6d\x74\x6c\x54\x71\ -\x39\x6d\x67\x30\x75\x6b\x6a\x79\x32\x78\x38\x41\x33\x6c\x37\x55\ -\x6a\x7a\x38\x35\x47\x72\x49\x4f\x42\x37\x6c\x4c\x59\x4b\x4d\x68\ -\x37\x68\x45\x76\x20\x6a\x62\x4b\x36\x55\x54\x68\x63\x58\x65\x38\ -\x34\x63\x31\x34\x64\x57\x4a\x39\x78\x73\x6f\x6c\x59\x2f\x67\x73\ -\x56\x4c\x76\x4e\x6f\x53\x6d\x7a\x4e\x75\x63\x33\x64\x34\x38\x68\ -\x2f\x48\x53\x74\x54\x62\x72\x41\x69\x6b\x63\x67\x63\x65\x72\x63\ -\x39\x36\x78\x33\x73\x4b\x4e\x2b\x50\x5a\x7a\x71\x48\x55\x2f\x69\ 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-\x4d\x30\x4b\x56\x49\x65\x61\x52\x20\x72\x61\x6c\x55\x61\x31\x50\ -\x51\x76\x72\x6f\x59\x66\x50\x63\x35\x67\x53\x63\x46\x76\x74\x6b\ -\x59\x44\x6b\x37\x6f\x44\x78\x4b\x32\x2f\x42\x39\x53\x6e\x4b\x63\ -\x59\x33\x6c\x69\x74\x4e\x51\x77\x35\x4f\x4e\x36\x52\x2f\x63\x4c\ -\x72\x30\x46\x67\x52\x73\x61\x33\x7a\x69\x38\x59\x4b\x6f\x4d\x59\ -\x78\x33\x46\x75\x5a\x20\x67\x66\x43\x5a\x69\x52\x42\x4c\x64\x61\ -\x36\x53\x79\x72\x6e\x37\x46\x44\x64\x74\x53\x69\x56\x2b\x6d\x79\ -\x70\x63\x47\x72\x62\x38\x66\x77\x69\x4d\x73\x52\x68\x46\x63\x33\ -\x4e\x7a\x35\x54\x79\x66\x33\x46\x55\x77\x56\x76\x4b\x59\x71\x42\ -\x34\x4e\x7a\x44\x64\x64\x65\x61\x53\x68\x49\x62\x44\x58\x53\x36\ -\x6e\x55\x20\x45\x36\x4c\x47\x41\x64\x76\x79\x57\x6c\x6f\x32\x65\ -\x57\x62\x49\x67\x35\x36\x4e\x31\x33\x73\x69\x2b\x76\x6c\x43\x66\ -\x4f\x58\x55\x4d\x71\x55\x7a\x72\x4d\x4c\x61\x4f\x76\x38\x43\x51\ -\x78\x4f\x62\x56\x59\x55\x6a\x45\x2b\x6e\x73\x52\x42\x4f\x41\x4a\ -\x30\x79\x78\x31\x4e\x50\x66\x67\x49\x6a\x72\x38\x6f\x37\x32\x20\ -\x56\x4f\x72\x5a\x61\x4e\x44\x2b\x48\x78\x45\x2b\x72\x66\x44\x6c\ -\x74\x6b\x54\x71\x38\x71\x61\x36\x75\x68\x71\x74\x39\x44\x30\x45\ -\x76\x45\x57\x45\x6a\x37\x66\x45\x55\x39\x65\x4d\x73\x52\x73\x4a\ -\x42\x66\x79\x58\x69\x44\x4a\x63\x51\x47\x78\x65\x68\x65\x39\x56\ -\x7a\x6c\x31\x34\x38\x58\x52\x48\x70\x74\x75\x32\x20\x50\x62\x63\ -\x43\x70\x36\x44\x42\x70\x64\x71\x6a\x51\x67\x4b\x66\x73\x79\x34\ -\x57\x47\x35\x73\x63\x62\x39\x54\x32\x37\x36\x6b\x59\x54\x7a\x46\ -\x49\x35\x6c\x65\x55\x72\x37\x53\x6c\x4f\x37\x79\x57\x45\x72\x4f\ -\x65\x59\x48\x33\x39\x76\x71\x61\x34\x31\x34\x32\x67\x30\x35\x5a\ -\x77\x58\x54\x6c\x31\x74\x48\x36\x6a\x20\x61\x44\x68\x77\x6e\x43\ -\x68\x2f\x55\x4f\x46\x4a\x6f\x32\x4c\x62\x55\x53\x30\x74\x72\x37\ -\x77\x57\x44\x51\x62\x66\x62\x6f\x68\x37\x76\x30\x4a\x33\x61\x79\ -\x4c\x64\x7a\x4d\x37\x35\x65\x68\x4b\x4a\x52\x4b\x6f\x47\x56\x72\ -\x32\x65\x53\x53\x4b\x57\x2f\x33\x4b\x46\x43\x7a\x79\x61\x6e\x6f\ -\x35\x6e\x73\x67\x63\x77\x20\x68\x62\x6d\x47\x55\x7a\x72\x44\x38\ -\x6d\x6e\x2b\x4f\x33\x69\x6f\x4d\x41\x43\x2f\x6e\x41\x33\x47\x43\ -\x71\x42\x6e\x62\x75\x55\x31\x77\x46\x74\x51\x2b\x58\x42\x37\x4b\ -\x76\x56\x73\x55\x7a\x44\x34\x42\x52\x45\x2b\x44\x57\x43\x6f\x47\ -\x67\x41\x74\x6e\x5a\x33\x64\x50\x70\x56\x33\x41\x36\x74\x52\x59\ -\x7a\x53\x31\x20\x41\x2f\x76\x78\x2b\x2f\x33\x7a\x77\x34\x47\x36\ -\x33\x77\x31\x6e\x72\x41\x52\x65\x63\x74\x55\x34\x4d\x4a\x48\x4f\ -\x66\x6d\x55\x6d\x30\x6d\x68\x53\x71\x64\x52\x32\x34\x41\x66\x41\ -\x56\x59\x6a\x63\x49\x4d\x68\x66\x4a\x4f\x2f\x4c\x4e\x4e\x6a\x31\ -\x2f\x32\x67\x49\x31\x6e\x30\x39\x61\x6c\x6b\x6a\x70\x72\x67\x73\ -\x20\x58\x30\x36\x46\x59\x74\x79\x49\x68\x79\x61\x35\x43\x68\x64\ -\x46\x62\x66\x39\x77\x58\x2f\x69\x53\x4e\x44\x55\x74\x33\x53\x55\ -\x55\x43\x69\x31\x70\x72\x71\x6b\x5a\x6a\x7a\x72\x44\x68\x45\x6c\ -\x32\x64\x44\x77\x39\x66\x30\x6e\x31\x76\x6f\x4a\x2b\x6c\x39\x4a\ -\x4c\x76\x35\x42\x68\x36\x43\x4d\x52\x79\x2f\x2b\x42\x20\x30\x64\ -\x79\x7a\x4c\x5a\x36\x2b\x46\x39\x57\x54\x4d\x61\x75\x4f\x62\x6d\ -\x6b\x70\x4f\x4f\x2f\x62\x6b\x73\x6d\x6e\x48\x4a\x50\x44\x42\x66\ -\x4d\x55\x42\x6e\x33\x68\x47\x30\x50\x32\x2f\x35\x70\x75\x37\x6a\ -\x66\x4d\x6b\x70\x6c\x71\x33\x71\x69\x34\x47\x50\x41\x4b\x6a\x64\ -\x67\x33\x45\x71\x6a\x31\x44\x6c\x75\x61\x20\x4a\x4b\x5a\x73\x68\ -\x68\x57\x32\x61\x67\x38\x43\x57\x65\x33\x52\x78\x33\x72\x31\x56\ -\x65\x30\x32\x47\x79\x71\x41\x52\x45\x50\x32\x68\x51\x56\x4a\x59\ -\x2b\x35\x75\x54\x61\x52\x4f\x4c\x42\x36\x37\x77\x49\x44\x7a\x56\ -\x58\x43\x41\x42\x31\x76\x6a\x71\x51\x2b\x4e\x39\x2f\x36\x32\x76\ -\x57\x76\x41\x64\x48\x31\x33\x20\x4d\x33\x78\x43\x37\x73\x30\x56\ -\x50\x62\x6c\x50\x54\x6e\x57\x46\x6d\x4a\x47\x49\x32\x50\x56\x2f\ -\x6c\x59\x4b\x2b\x75\x78\x63\x75\x71\x72\x39\x46\x6a\x59\x76\x61\ -\x4d\x35\x6b\x58\x76\x4b\x2b\x33\x7a\x68\x64\x30\x52\x79\x6b\x74\ -\x6c\x53\x73\x52\x2f\x51\x44\x51\x46\x36\x66\x7a\x56\x48\x75\x71\ -\x34\x77\x42\x47\x20\x69\x42\x78\x76\x43\x74\x55\x31\x35\x31\x31\ -\x4f\x41\x54\x6c\x61\x43\x6a\x36\x6b\x67\x58\x45\x2b\x72\x79\x6c\ -\x36\x77\x6c\x6a\x45\x47\x69\x65\x54\x34\x71\x37\x75\x6a\x5a\x52\ -\x57\x62\x56\x56\x45\x4c\x34\x71\x6e\x75\x37\x37\x4e\x4a\x47\x36\ -\x53\x52\x49\x50\x42\x54\x34\x72\x6f\x6c\x63\x42\x50\x57\x68\x4f\ -\x70\x20\x63\x79\x62\x72\x76\x68\x4f\x68\x2b\x46\x37\x38\x30\x61\ -\x4f\x70\x57\x79\x71\x33\x37\x78\x61\x4c\x76\x54\x70\x70\x69\x66\ -\x38\x44\x6d\x53\x71\x44\x5a\x59\x51\x74\x2f\x78\x50\x41\x76\x68\ -\x35\x64\x66\x69\x61\x65\x36\x66\x7a\x5a\x46\x50\x55\x37\x61\x71\ -\x4a\x68\x2b\x33\x52\x52\x62\x67\x4b\x32\x41\x66\x4d\x45\x20\x64\ -\x73\x72\x31\x6d\x69\x69\x68\x2b\x76\x72\x6c\x49\x75\x37\x76\x38\ -\x61\x34\x35\x42\x37\x42\x56\x6c\x58\x4d\x54\x48\x64\x6c\x70\x72\ -\x53\x6c\x59\x69\x67\x61\x37\x66\x6b\x63\x47\x67\x68\x4a\x44\x38\ -\x46\x46\x51\x49\x52\x69\x41\x35\x41\x53\x2b\x30\x5a\x62\x4b\x66\ -\x4a\x63\x42\x68\x71\x63\x70\x45\x4c\x41\x64\x20\x63\x66\x39\x4e\ -\x55\x56\x39\x4a\x30\x4f\x2b\x30\x70\x54\x6f\x76\x6a\x4e\x6a\x2b\ -\x2f\x51\x58\x6a\x59\x66\x70\x6e\x32\x66\x4b\x78\x39\x6c\x54\x47\ -\x63\x7a\x6b\x64\x44\x64\x62\x76\x36\x79\x6f\x58\x53\x2b\x6e\x43\ -\x6f\x67\x42\x62\x63\x35\x6a\x56\x55\x37\x6b\x54\x4e\x68\x4c\x46\ -\x48\x36\x47\x62\x67\x48\x65\x57\x20\x50\x45\x6e\x34\x56\x63\x58\ -\x63\x68\x57\x64\x50\x35\x6d\x79\x35\x4d\x57\x52\x66\x44\x58\x78\ -\x73\x63\x4e\x57\x65\x6d\x53\x52\x73\x2b\x65\x38\x45\x54\x68\x78\ -\x38\x58\x49\x53\x66\x78\x4e\x4c\x5a\x4b\x54\x47\x73\x55\x37\x49\ -\x6b\x6a\x46\x6a\x2b\x39\x2b\x46\x70\x72\x50\x68\x33\x50\x4e\x4e\ -\x35\x31\x56\x54\x30\x20\x4f\x52\x61\x61\x77\x74\x62\x62\x52\x4c\ -\x6b\x47\x2b\x4c\x74\x72\x56\x6b\x52\x42\x56\x79\x74\x63\x31\x42\ -\x69\x79\x72\x32\x49\x53\x70\x74\x33\x68\x2b\x74\x71\x54\x70\x52\ -\x44\x47\x55\x63\x70\x59\x74\x52\x75\x47\x48\x6a\x68\x62\x6a\x42\ -\x55\x41\x4b\x72\x30\x37\x2f\x73\x75\x74\x37\x61\x6d\x4f\x6f\x4b\ -\x49\x72\x20\x55\x41\x5a\x6b\x35\x57\x75\x46\x6f\x70\x63\x31\x42\ -\x4f\x72\x75\x62\x47\x35\x75\x37\x6f\x2f\x48\x63\x51\x7a\x39\x41\ -\x55\x56\x6a\x70\x63\x6a\x44\x62\x61\x6e\x4f\x4c\x77\x50\x45\x55\ -\x74\x6b\x6e\x51\x41\x61\x6b\x4a\x4f\x6d\x6c\x6b\x55\x68\x6b\x4a\ -\x34\x6d\x66\x70\x71\x61\x6d\x71\x71\x68\x64\x64\x37\x6b\x71\x20\ -\x6a\x34\x39\x67\x72\x41\x41\x65\x6d\x45\x6c\x6a\x42\x5a\x42\x4b\ -\x76\x5a\x79\x4f\x5a\x37\x4a\x48\x46\x70\x65\x49\x33\x69\x68\x6e\ -\x35\x4c\x5a\x75\x75\x71\x39\x6d\x6b\x70\x61\x78\x30\x56\x44\x6f\ -\x48\x52\x54\x4b\x6b\x43\x47\x69\x56\x7a\x53\x45\x51\x6b\x64\x4f\ -\x78\x6e\x30\x6e\x69\x6f\x6e\x35\x65\x57\x42\x49\x20\x2f\x4b\x51\ -\x71\x6e\x79\x72\x49\x4c\x6b\x38\x2b\x55\x32\x47\x77\x54\x49\x56\ -\x76\x65\x4c\x61\x34\x63\x68\x37\x54\x4b\x4c\x66\x72\x78\x65\x36\ -\x42\x77\x4b\x36\x71\x63\x6a\x76\x6f\x78\x72\x79\x59\x70\x37\x61\ -\x33\x74\x32\x63\x64\x6f\x2b\x4a\x49\x6c\x44\x75\x41\x6a\x7a\x65\ -\x47\x37\x64\x2f\x5a\x74\x6a\x31\x53\x20\x38\x47\x42\x4a\x49\x6f\ -\x47\x36\x6c\x59\x6a\x63\x52\x6f\x6c\x69\x6f\x34\x6f\x2b\x6d\x73\ -\x50\x63\x7a\x30\x50\x72\x61\x34\x5a\x78\x2b\x33\x65\x36\x44\x4b\ -\x55\x4c\x49\x4a\x62\x71\x66\x4b\x51\x39\x33\x58\x46\x6f\x30\x65\ -\x6a\x73\x6d\x43\x32\x49\x76\x48\x66\x72\x78\x6c\x64\x75\x41\x38\ -\x78\x6f\x73\x48\x35\x66\x20\x56\x45\x38\x72\x74\x72\x78\x6d\x75\ -\x71\x78\x6b\x77\x48\x4b\x6f\x76\x5a\x42\x44\x64\x33\x76\x78\x5a\ -\x59\x30\x34\x32\x2f\x76\x44\x57\x45\x4b\x68\x30\x42\x4a\x6e\x32\ -\x35\x59\x48\x46\x62\x6d\x41\x6e\x58\x38\x6f\x48\x6b\x48\x31\x74\ -\x4c\x7a\x34\x41\x69\x67\x44\x56\x43\x64\x6b\x56\x76\x67\x39\x41\ -\x53\x65\x57\x20\x36\x62\x70\x41\x56\x54\x38\x4d\x6c\x48\x4b\x45\ -\x48\x7a\x36\x76\x77\x6e\x68\x77\x6f\x71\x6b\x72\x54\x53\x48\x37\ -\x44\x4d\x46\x39\x6b\x45\x4c\x67\x36\x66\x65\x41\x66\x78\x6d\x34\ -\x76\x34\x33\x61\x39\x72\x68\x38\x67\x70\x4e\x4a\x57\x79\x61\x54\ -\x51\x44\x7a\x6a\x73\x69\x70\x63\x33\x42\x39\x50\x52\x5a\x2b\x54\ -\x20\x62\x72\x42\x43\x39\x62\x55\x66\x70\x43\x6a\x4b\x50\x78\x43\ -\x42\x42\x2b\x4b\x64\x6e\x56\x35\x72\x33\x75\x6e\x45\x7a\x50\x6e\ -\x6b\x56\x79\x41\x52\x6b\x47\x71\x66\x46\x6e\x62\x47\x59\x72\x46\ -\x59\x54\x32\x73\x79\x39\x54\x36\x55\x2f\x30\x45\x35\x73\x63\x72\ -\x51\x50\x34\x64\x43\x6f\x54\x48\x58\x36\x67\x74\x5a\x20\x2f\x73\ -\x2b\x71\x36\x6e\x57\x55\x6d\x4b\x57\x4a\x63\x48\x56\x4e\x66\x64\ -\x63\x52\x6d\x54\x47\x71\x54\x55\x34\x48\x4b\x68\x4c\x73\x2f\x7a\ -\x38\x36\x55\x43\x5a\x46\x32\x31\x4f\x5a\x4b\x77\x78\x31\x6a\x36\ -\x57\x67\x57\x4e\x72\x48\x43\x52\x47\x37\x37\x6d\x76\x71\x63\x69\ -\x6c\x39\x72\x67\x58\x68\x75\x31\x37\x35\x20\x6f\x4f\x4c\x4b\x46\ -\x2f\x71\x76\x56\x54\x36\x37\x6d\x32\x56\x56\x4e\x31\x70\x57\x30\ -\x4f\x66\x6d\x56\x69\x50\x39\x6f\x6e\x59\x41\x62\x53\x36\x63\x33\ -\x4a\x37\x71\x57\x4e\x47\x65\x37\x76\x78\x64\x46\x64\x76\x6e\x49\ -\x6a\x74\x55\x50\x51\x52\x6e\x31\x53\x51\x38\x36\x71\x53\x52\x36\ -\x4f\x69\x36\x53\x59\x52\x33\x20\x55\x71\x68\x65\x37\x63\x58\x2b\ -\x50\x6a\x65\x33\x4b\x6c\x4a\x54\x4d\x35\x37\x43\x75\x4e\x49\x55\ -\x73\x72\x2b\x70\x63\x43\x4d\x41\x4b\x68\x39\x70\x54\x61\x54\x4f\ -\x46\x30\x65\x50\x42\x54\x61\x4a\x79\x42\x37\x6a\x48\x50\x61\x6b\ -\x49\x68\x56\x7a\x76\x77\x38\x4d\x69\x63\x67\x58\x39\x4f\x69\x51\ -\x56\x54\x76\x70\x20\x4d\x38\x48\x4a\x39\x6d\x48\x35\x49\x70\x62\ -\x2f\x58\x78\x35\x78\x56\x36\x37\x72\x73\x4e\x64\x4d\x35\x38\x41\ -\x31\x68\x75\x79\x50\x41\x56\x63\x44\x56\x79\x67\x63\x49\x72\x43\ -\x33\x4b\x44\x66\x33\x4b\x47\x66\x33\x4c\x54\x57\x61\x51\x6f\x45\ -\x76\x4b\x33\x49\x4a\x63\x45\x31\x72\x49\x6a\x58\x71\x2f\x4d\x61\ -\x51\x20\x56\x62\x65\x7a\x30\x33\x6c\x6e\x56\x49\x54\x7a\x59\x75\ -\x6e\x73\x6a\x79\x62\x2b\x46\x4d\x50\x54\x30\x46\x44\x72\x6c\x2b\ -\x32\x2b\x50\x56\x58\x63\x4a\x61\x35\x49\x33\x6a\x53\x6b\x4f\x34\ -\x2b\x54\x53\x53\x53\x38\x35\x58\x50\x37\x72\x37\x50\x72\x45\x78\ -\x54\x55\x55\x68\x45\x31\x6a\x6d\x68\x4c\x44\x39\x57\x63\x20\x62\ -\x77\x7a\x34\x44\x33\x63\x4c\x6a\x74\x61\x2b\x35\x61\x42\x4c\x33\ -\x34\x2b\x65\x6b\x74\x32\x61\x64\x78\x75\x7a\x4a\x61\x53\x67\x49\ -\x33\x62\x39\x5a\x56\x4b\x51\x64\x51\x62\x56\x33\x79\x42\x79\x4d\ -\x41\x4e\x38\x5a\x41\x4a\x33\x55\x64\x6d\x7a\x63\x6d\x44\x73\x57\ -\x55\x4f\x67\x2f\x6b\x79\x6b\x2b\x49\x57\x46\x20\x7a\x65\x32\x70\ -\x6a\x6b\x57\x4d\x6f\x33\x54\x57\x56\x46\x4d\x4d\x33\x37\x6d\x66\ -\x45\x69\x58\x6a\x42\x46\x37\x4b\x69\x65\x2f\x77\x39\x43\x67\x44\ -\x61\x4a\x75\x61\x6d\x71\x72\x63\x33\x70\x35\x72\x42\x4d\x34\x41\ -\x31\x69\x76\x47\x53\x57\x32\x4a\x52\x50\x2f\x53\x50\x42\x4b\x4a\ -\x7a\x49\x6e\x46\x59\x6a\x33\x52\x20\x71\x42\x55\x79\x6a\x48\x6e\ -\x5a\x6d\x52\x5a\x6f\x44\x4e\x66\x58\x6e\x6f\x54\x49\x48\x52\x35\ -\x4e\x54\x38\x63\x7a\x32\x66\x32\x59\x78\x41\x32\x49\x53\x5a\x31\ -\x68\x52\x51\x4a\x31\x5a\x35\x51\x49\x45\x73\x31\x72\x78\x63\x77\ -\x58\x76\x46\x43\x58\x78\x31\x48\x2b\x70\x7a\x57\x52\x2b\x72\x78\ -\x72\x2b\x41\x34\x45\x20\x75\x55\x32\x46\x44\x31\x55\x5a\x73\x72\ -\x72\x52\x73\x6f\x49\x41\x4c\x59\x6e\x30\x5a\x59\x4b\x2b\x6e\x34\ -\x72\x63\x31\x30\x5a\x37\x33\x30\x69\x39\x2f\x35\x78\x68\x6a\x46\ -\x56\x65\x56\x66\x39\x72\x4f\x6f\x78\x56\x63\x33\x4e\x7a\x4a\x54\ -\x6b\x7a\x72\x6f\x59\x2b\x67\x4d\x68\x74\x42\x74\x79\x68\x72\x6a\ -\x35\x6d\x20\x75\x6b\x5a\x72\x51\x36\x43\x2b\x76\x53\x46\x67\x2f\ -\x61\x77\x70\x56\x44\x66\x6b\x53\x37\x57\x69\x49\x47\x37\x58\x37\ -\x32\x39\x7a\x66\x48\x6c\x50\x34\x39\x61\x61\x7a\x6a\x34\x73\x79\ -\x6a\x63\x48\x48\x4e\x72\x78\x2b\x52\x48\x35\x64\x69\x6c\x6a\x42\ -\x65\x44\x4c\x36\x77\x2f\x70\x38\x33\x65\x49\x76\x4a\x38\x64\x20\ -\x78\x6b\x6f\x56\x75\x62\x41\x74\x31\x58\x48\x79\x30\x45\x42\x5a\ -\x4f\x57\x44\x41\x69\x33\x38\x78\x43\x34\x30\x56\x51\x44\x71\x64\ -\x54\x6a\x6c\x47\x78\x61\x48\x41\x33\x37\x33\x61\x46\x64\x37\x6b\ -\x30\x39\x79\x44\x54\x58\x56\x31\x6f\x36\x6f\x4a\x71\x64\x75\x33\ -\x66\x61\x31\x6f\x72\x50\x34\x6c\x4b\x67\x63\x4d\x20\x4e\x46\x5a\ -\x51\x57\x42\x45\x30\x52\x6f\x49\x66\x45\x4d\x64\x34\x31\x73\x31\ -\x74\x75\x33\x54\x69\x54\x7a\x41\x78\x69\x6c\x58\x52\x76\x53\x52\ -\x34\x39\x67\x30\x46\x36\x6b\x36\x5a\x7a\x4c\x34\x6d\x31\x59\x69\ -\x45\x36\x76\x30\x66\x45\x36\x47\x55\x49\x7a\x6b\x72\x6d\x43\x74\ -\x69\x47\x57\x2f\x56\x67\x71\x6b\x6b\x20\x45\x6f\x6c\x45\x66\x47\ -\x37\x2b\x43\x6b\x58\x66\x44\x73\x5a\x7a\x4b\x4f\x65\x32\x4a\x70\ -\x50\x50\x55\x35\x41\x38\x54\x6c\x4d\x51\x79\x65\x74\x79\x56\x55\ -\x34\x64\x57\x43\x78\x7a\x4e\x49\x53\x74\x75\x6b\x2b\x44\x58\x6f\ -\x48\x33\x65\x37\x6c\x4e\x68\x66\x64\x4e\x70\x32\x5a\x51\x67\x32\ -\x33\x64\x4d\x79\x44\x53\x20\x33\x41\x73\x58\x6b\x64\x76\x4a\x36\ -\x35\x66\x61\x4f\x7a\x72\x69\x55\x42\x41\x4d\x78\x4e\x44\x69\x33\ -\x30\x56\x79\x34\x56\x52\x6d\x33\x71\x6f\x53\x76\x73\x61\x6d\x70\ -\x71\x59\x71\x70\x32\x64\x72\x4f\x2b\x68\x41\x59\x63\x48\x45\x76\ -\x45\x56\x4c\x33\x7a\x52\x53\x73\x6e\x4d\x6b\x55\x48\x65\x64\x69\ -\x4f\x78\x63\x20\x5a\x30\x2f\x30\x4d\x2b\x31\x4a\x37\x31\x33\x6a\ -\x68\x6b\x44\x39\x6e\x78\x45\x4b\x79\x77\x71\x52\x47\x39\x71\x54\ -\x6d\x5a\x58\x39\x39\x34\x70\x45\x46\x75\x50\x30\x48\x6d\x32\x34\ -\x76\x46\x74\x46\x39\x78\x47\x6f\x56\x74\x67\x46\x36\x42\x58\x6b\ -\x57\x54\x41\x2b\x4d\x5a\x35\x79\x38\x52\x50\x42\x37\x2f\x66\x50\ -\x20\x6e\x2b\x50\x54\x33\x35\x61\x6f\x55\x34\x44\x41\x63\x33\x6d\ -\x6a\x59\x73\x56\x49\x61\x71\x61\x57\x5a\x63\x32\x62\x55\x79\x48\ -\x2f\x6a\x56\x6e\x31\x72\x62\x61\x32\x74\x70\x32\x4d\x65\x46\x4e\ -\x54\x30\x79\x35\x75\x72\x75\x64\x6e\x52\x59\x4d\x47\x6f\x4b\x70\ -\x36\x35\x43\x52\x55\x59\x5a\x6f\x51\x44\x56\x62\x74\x20\x55\x53\ -\x37\x69\x6c\x54\x65\x36\x4c\x70\x37\x4a\x37\x73\x6b\x6b\x2b\x61\ -\x34\x6e\x64\x59\x61\x56\x36\x4d\x6a\x2b\x51\x69\x67\x5a\x49\x4f\ -\x6c\x58\x6e\x41\x64\x74\x75\x36\x5a\x70\x4d\x76\x73\x63\x69\x62\ -\x66\x36\x2f\x66\x4e\x4e\x4e\x2f\x2b\x41\x77\x6e\x77\x77\x2f\x67\ -\x52\x36\x4d\x4b\x4a\x2f\x57\x62\x61\x73\x20\x75\x6b\x39\x46\x63\ -\x53\x37\x49\x6a\x51\x68\x69\x69\x44\x36\x34\x57\x79\x67\x30\x43\ -\x6d\x47\x33\x41\x75\x48\x36\x32\x74\x4f\x48\x4d\x56\x61\x76\x75\ -\x57\x6f\x63\x50\x64\x30\x43\x5a\x79\x6f\x4d\x72\x75\x2f\x59\x42\ -\x6a\x77\x4a\x30\x6c\x65\x50\x7a\x30\x44\x31\x4e\x45\x79\x65\x6a\ -\x51\x54\x72\x56\x67\x4b\x49\x20\x4f\x41\x4e\x6d\x78\x5a\x70\x63\ -\x4e\x63\x79\x48\x71\x36\x57\x6c\x5a\x54\x75\x46\x6d\x4b\x42\x2b\ -\x52\x50\x6e\x66\x30\x53\x67\x7a\x6d\x47\x72\x73\x4a\x47\x49\x6e\ 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-\x47\x4d\x34\x38\x45\x35\x67\x73\x52\x6a\x36\x53\x7a\x58\x64\x66\ -\x56\x58\x6c\x6e\x42\x63\x54\x69\x57\x46\x39\x50\x58\x32\x45\x41\ -\x2f\x37\x44\x45\x62\x6b\x4f\x62\x32\x4f\x31\x20\x57\x64\x46\x6a\ -\x6b\x77\x57\x4e\x37\x47\x6c\x6c\x57\x36\x39\x7a\x44\x77\x4f\x33\ -\x6d\x6b\x58\x4f\x62\x55\x39\x31\x37\x4a\x2f\x44\x71\x41\x4d\x39\ -\x48\x2b\x67\x4c\x36\x4e\x74\x46\x56\x48\x37\x5a\x45\x4b\x6a\x2f\ -\x62\x78\x55\x5a\x73\x45\x6b\x69\x49\x36\x6f\x44\x47\x47\x72\x65\ -\x4f\x75\x44\x38\x6e\x46\x75\x52\x20\x2f\x2b\x56\x6f\x78\x74\x61\ -\x61\x79\x66\x78\x56\x43\x6b\x73\x37\x41\x46\x7a\x56\x57\x34\x61\ -\x39\x51\x48\x5a\x49\x38\x34\x72\x71\x68\x6b\x69\x67\x2f\x68\x79\ -\x66\x35\x6c\x39\x45\x39\x44\x79\x47\x79\x76\x62\x75\x75\x45\x7a\ -\x34\x78\x2b\x42\x69\x45\x4e\x50\x46\x32\x72\x56\x72\x65\x78\x4f\ -\x5a\x37\x4f\x6b\x43\x20\x76\x2f\x56\x71\x46\x32\x45\x2f\x70\x36\ -\x66\x79\x6a\x6f\x46\x68\x49\x53\x4f\x78\x41\x6e\x78\x4e\x45\x66\ 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-\x46\x72\x39\x76\x52\x74\x35\x77\x77\x2f\x4e\x6b\x79\x59\x4c\x66\ -\x56\x2b\x4b\x6f\x49\x50\x32\x4c\x6e\x63\x4a\x46\x32\x68\x45\x74\ -\x46\x33\x65\x4d\x5a\x73\x49\x4f\x70\x63\x4f\x64\x6f\x78\x7a\x4e\ -\x46\x4f\x4c\x76\x57\x5a\x30\x2b\x6e\x20\x39\x44\x67\x4f\x33\x37\ -\x78\x68\x66\x61\x6b\x66\x75\x38\x47\x59\x79\x59\x6a\x39\x73\x43\ -\x6f\x58\x41\x56\x6c\x56\x50\x52\x37\x56\x36\x31\x45\x2b\x46\x77\ -\x30\x48\x6a\x69\x75\x34\x4d\x50\x52\x79\x67\x56\x4d\x62\x49\x38\ -\x48\x33\x54\x39\x6f\x54\x6a\x4a\x4a\x49\x76\x66\x38\x63\x6c\x46\ -\x49\x4b\x76\x6c\x6e\x48\x20\x30\x4d\x50\x6a\x32\x64\x48\x70\x65\ -\x6f\x32\x47\x4b\x63\x73\x6c\x6a\x47\x63\x36\x76\x36\x52\x43\x71\ -\x56\x69\x4d\x42\x70\x2f\x6d\x2f\x78\x49\x4d\x56\x70\x63\x4b\x72\ -\x4a\x77\x55\x6d\x6b\x4c\x32\x47\x61\x42\x48\x67\x50\x34\x65\x30\ -\x62\x69\x6f\x58\x49\x49\x61\x2f\x34\x33\x77\x6f\x75\x6d\x59\x50\ -\x30\x41\x35\x20\x54\x4e\x43\x76\x72\x42\x72\x44\x2b\x6a\x6f\x51\ -\x43\x4e\x6a\x71\x63\x69\x66\x65\x56\x58\x4f\x33\x49\x68\x7a\x66\ -\x33\x74\x48\x78\x36\x4b\x51\x39\x78\x44\x67\x51\x35\x4c\x36\x2b\ -\x2f\x36\x73\x61\x6b\x59\x46\x74\x4c\x5a\x32\x64\x33\x65\x46\x6b\ -\x78\x7a\x45\x44\x64\x74\x39\x41\x64\x70\x51\x50\x45\x32\x48\x45\ -\x20\x47\x5a\x59\x72\x6e\x4e\x78\x2f\x66\x2b\x45\x58\x59\x78\x6d\ -\x62\x69\x58\x74\x58\x2f\x77\x75\x56\x45\x66\x54\x49\x64\x63\x43\ -\x79\x54\x67\x63\x73\x6f\x37\x51\x46\x6b\x52\x50\x61\x55\x78\x31\ -\x4e\x37\x63\x6d\x4f\x72\x37\x59\x56\x6c\x74\x33\x39\x4f\x31\x47\ -\x75\x49\x36\x4e\x57\x42\x5a\x30\x71\x31\x71\x77\x68\x20\x74\x32\ -\x42\x4a\x39\x51\x65\x41\x55\x6d\x4d\x35\x50\x56\x4c\x76\x76\x33\ -\x41\x55\x74\x33\x49\x45\x2f\x67\x4b\x67\x79\x68\x56\x74\x69\x66\ -\x51\x39\x76\x72\x6e\x62\x50\x77\x65\x30\x43\x2f\x4c\x4c\x63\x44\ -\x68\x63\x76\x37\x69\x36\x37\x6d\x4a\x56\x4c\x70\x71\x7a\x70\x57\ -\x64\x61\x6e\x7a\x74\x73\x31\x58\x32\x36\x20\x57\x4e\x7a\x56\x69\ -\x32\x37\x48\x34\x4d\x68\x55\x71\x6e\x74\x53\x2f\x59\x68\x54\x76\ -\x58\x4d\x6e\x59\x61\x76\x32\x66\x30\x42\x4b\x79\x57\x53\x73\x38\ -\x7a\x6b\x63\x4e\x6c\x45\x4a\x56\x79\x2b\x57\x42\x59\x4f\x57\x49\ -\x2f\x71\x63\x67\x76\x6a\x6d\x39\x6f\x52\x66\x65\x47\x48\x39\x70\ -\x73\x61\x77\x66\x54\x4e\x4b\x20\x58\x36\x33\x41\x6a\x63\x41\x33\ -\x57\x68\x4f\x70\x6e\x34\x37\x32\x6e\x70\x5a\x6c\x7a\x61\x76\x41\ -\x65\x51\x54\x76\x4b\x48\x37\x48\x68\x5a\x4f\x54\x6d\x65\x7a\x76\ -\x4a\x32\x50\x38\x48\x68\x67\x4e\x6c\x76\x55\x6d\x31\x39\x41\x39\ -\x52\x4b\x51\x4b\x32\x4b\x59\x4f\x69\x58\x67\x6d\x38\x79\x79\x44\ -\x6b\x6d\x58\x44\x20\x6c\x76\x55\x32\x77\x39\x43\x69\x31\x72\x76\ -\x63\x32\x35\x37\x4b\x76\x4d\x66\x6a\x66\x6d\x61\x44\x62\x64\x30\ -\x46\x75\x6c\x4f\x62\x34\x68\x35\x51\x69\x46\x41\x66\x5a\x68\x78\ -\x32\x66\x52\x71\x6f\x41\x39\x6d\x34\x31\x4a\x2b\x70\x57\x62\x4f\ -\x47\x4d\x66\x6d\x4c\x47\x75\x7a\x36\x35\x34\x43\x33\x41\x4a\x6a\ -\x69\x20\x4e\x4c\x55\x6b\x75\x31\x70\x4c\x6e\x42\x64\x6e\x53\x47\ -\x31\x42\x2b\x56\x6b\x4f\x34\x30\x73\x44\x49\x39\x36\x62\x61\x32\ -\x6f\x57\x62\x4b\x33\x79\x62\x53\x71\x2b\x33\x4e\x79\x65\x36\x6c\ -\x6a\x4d\x44\x46\x59\x6e\x48\x6b\x69\x78\x41\x4f\x34\x66\x67\x63\ -\x4d\x39\x6d\x68\x58\x56\x4d\x2b\x4d\x64\x58\x62\x38\x65\x20\x37\ -\x68\x34\x72\x77\x4a\x63\x49\x32\x36\x73\x46\x39\x6a\x44\x56\x32\ -\x50\x76\x46\x52\x4b\x4b\x74\x4d\x57\x51\x64\x6a\x42\x69\x72\x52\ -\x50\x57\x6a\x4c\x59\x6e\x30\x59\x4c\x2f\x6c\x6c\x42\x4f\x32\x2f\ -\x47\x64\x54\x43\x42\x48\x79\x73\x69\x45\x62\x77\x54\x77\x38\x6e\ -\x73\x6e\x38\x59\x37\x4c\x37\x6e\x57\x6f\x39\x20\x4c\x49\x31\x6e\ -\x75\x6a\x34\x44\x58\x46\x75\x69\x66\x58\x66\x48\x5a\x4e\x54\x62\ -\x76\x57\x4d\x68\x4a\x2f\x79\x76\x46\x68\x4a\x6e\x6c\x2b\x53\x33\ -\x56\x54\x33\x52\x46\x4c\x62\x50\x51\x6a\x6b\x4a\x6c\x59\x38\x59\ -\x4c\x67\x64\x73\x64\x36\x6b\x66\x69\x37\x45\x43\x78\x49\x64\x7a\ 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-\x41\x59\x43\x75\x7a\x56\x4e\x67\x36\x73\x6c\x45\x71\x68\x62\x20\ -\x43\x56\x78\x46\x43\x57\x4d\x6c\x42\x6b\x64\x50\x68\x62\x47\x43\ -\x36\x61\x6d\x61\x6f\x2f\x46\x4d\x39\x75\x4f\x4b\x33\x75\x44\x5a\ -\x43\x48\x76\x6d\x44\x50\x34\x55\x69\x53\x77\x75\x55\x55\x5a\x2b\ -\x37\x44\x53\x46\x41\x6d\x63\x4b\x65\x6a\x7a\x43\x5a\x30\x58\x31\ -\x43\x79\x43\x4e\x71\x6c\x79\x6a\x47\x45\x65\x32\x20\x4a\x70\x50\ -\x58\x76\x35\x52\x4b\x50\x54\x48\x57\x6e\x4c\x52\x77\x6f\x50\x5a\ -\x63\x41\x55\x38\x66\x67\x63\x4c\x6c\x73\x58\x54\x58\x6c\x43\x53\ -\x6b\x74\x6f\x58\x38\x49\x55\x45\x76\x30\x74\x4b\x36\x37\x30\x74\ -\x46\x35\x43\x4d\x69\x37\x6a\x38\x62\x37\x50\x72\x66\x4e\x54\x54\ -\x55\x2b\x67\x73\x37\x64\x6c\x71\x4d\x20\x4f\x4a\x65\x53\x7a\x74\ -\x33\x69\x39\x76\x72\x41\x6f\x68\x7a\x4a\x46\x39\x61\x76\x33\x31\ -\x54\x71\x66\x41\x42\x55\x6a\x75\x2f\x37\x72\x78\x54\x38\x65\x47\ -\x50\x47\x48\x4c\x42\x6b\x45\x39\x52\x72\x35\x6a\x47\x30\x57\x2f\ -\x52\x62\x62\x63\x6e\x4f\x4b\x7a\x33\x62\x78\x42\x79\x77\x69\x53\ -\x4d\x37\x70\x54\x78\x46\x20\x49\x70\x48\x46\x6b\x57\x44\x39\x30\ -\x51\x33\x42\x75\x76\x4d\x69\x74\x6e\x56\x42\x78\x4c\x59\x75\x69\ -\x4e\x72\x57\x68\x38\x4c\x68\x36\x64\x76\x34\x61\x57\x76\x62\x73\ -\x46\x45\x64\x54\x67\x43\x36\x50\x5a\x72\x6e\x69\x4c\x69\x2f\x47\ -\x32\x6d\x58\x72\x7a\x57\x56\x61\x68\x45\x34\x42\x7a\x67\x77\x47\ -\x72\x4b\x2f\x20\x57\x72\x68\x76\x2b\x73\x56\x67\x4d\x47\x67\x31\ -\x42\x41\x50\x58\x35\x2b\x5a\x57\x64\x57\x48\x77\x67\x6d\x75\x51\ -\x62\x41\x6a\x61\x64\x34\x30\x6e\x55\x32\x4d\x30\x52\x43\x7a\x2f\ -\x42\x31\x58\x31\x47\x72\x78\x74\x78\x79\x62\x51\x59\x30\x65\x59\ -\x6f\x55\x2b\x49\x30\x56\x54\x44\x6e\x51\x7a\x63\x52\x4b\x62\x72\ -\x20\x72\x4c\x44\x6c\x72\x77\x49\x38\x4e\x49\x4e\x30\x48\x33\x64\ -\x37\x31\x5a\x2b\x69\x30\x53\x56\x48\x54\x56\x52\x6c\x63\x31\x6b\ -\x77\x61\x4f\x58\x52\x6e\x79\x41\x38\x30\x68\x70\x50\x2f\x57\x77\ -\x46\x6d\x4b\x6c\x67\x59\x4b\x36\x4b\x58\x4b\x4a\x6d\x76\x72\x76\ -\x42\x74\x76\x63\x54\x45\x39\x74\x77\x65\x4c\x6b\x6c\x20\x6c\x58\ -\x70\x6b\x4e\x50\x63\x4d\x42\x32\x6f\x50\x52\x4b\x58\x55\x7a\x75\ -\x63\x74\x69\x63\x79\x6f\x53\x39\x32\x50\x6d\x55\x51\x69\x32\x39\ -\x59\x59\x38\x42\x2b\x2f\x55\x34\x53\x35\x79\x70\x57\x4b\x50\x6f\ -\x73\x51\x45\x65\x55\x64\x43\x41\x64\x54\x2b\x4c\x55\x37\x68\x5a\ -\x78\x35\x57\x4d\x54\x32\x76\x77\x64\x34\x20\x47\x59\x68\x53\x49\ -\x71\x65\x78\x44\x34\x46\x74\x41\x38\x4b\x51\x52\x33\x53\x34\x67\ -\x2f\x75\x4f\x34\x67\x2b\x72\x30\x34\x74\x78\x2f\x30\x68\x6e\x65\ -\x37\x48\x64\x4d\x50\x35\x52\x67\x5a\x4f\x6e\x38\x50\x6e\x62\x62\ -\x7a\x54\x58\x47\x4f\x4c\x35\x5a\x51\x64\x41\x58\x59\x31\x4b\x33\ -\x32\x2b\x39\x73\x43\x35\x73\x20\x57\x66\x73\x59\x77\x75\x6d\x67\ -\x78\x35\x4c\x66\x76\x6a\x73\x67\x49\x45\x6a\x52\x7a\x61\x57\x41\ -\x34\x52\x6a\x61\x45\x4b\x78\x2f\x79\x48\x44\x6b\x6f\x35\x4e\x52\ -\x58\x6d\x34\x6b\x34\x74\x6c\x73\x65\x38\x54\x32\x48\x36\x38\x75\ -\x41\x39\x51\x72\x2b\x6f\x6d\x59\x32\x76\x73\x72\x43\x74\x58\x4c\ -\x53\x77\x62\x48\x20\x74\x73\x52\x54\x31\x7a\x5a\x47\x67\x6f\x63\ -\x61\x78\x51\x32\x47\x71\x47\x33\x76\x69\x62\x6f\x50\x49\x74\x51\ -\x43\x36\x30\x48\x76\x55\x46\x67\x71\x63\x45\x4b\x46\x35\x6d\x38\ -\x42\x33\x6a\x32\x5a\x7a\x78\x41\x4b\x31\x4a\x32\x71\x71\x6a\x66\ -\x68\x6e\x58\x71\x32\x52\x58\x47\x50\x54\x57\x53\x36\x78\x36\x51\ -\x58\x20\x4e\x31\x61\x6d\x73\x79\x36\x68\x45\x38\x39\x6b\x7a\x30\ -\x44\x31\x64\x31\x36\x4e\x78\x65\x33\x65\x38\x57\x53\x34\x6d\x39\ -\x46\x49\x36\x50\x4f\x57\x5a\x63\x30\x44\x79\x41\x76\x66\x55\x4b\ -\x67\x55\x56\x38\x36\x4b\x68\x67\x4b\x66\x54\x34\x62\x73\x62\x53\ -\x70\x79\x43\x59\x44\x68\x47\x4f\x73\x4d\x67\x79\x64\x45\x20\x75\ -\x52\x33\x52\x67\x30\x64\x7a\x38\x30\x41\x67\x73\x43\x73\x71\x74\ -\x2b\x4b\x39\x49\x2f\x68\x4d\x44\x76\x4e\x73\x70\x72\x68\x41\x52\ 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-\x4c\x56\x6e\x69\x69\x71\x76\x38\x62\x62\x57\x47\x30\x56\x56\x34\ -\x35\x4c\x5a\x4c\x70\x58\x65\x37\x52\x4e\x4b\x74\x4e\x61\x53\x42\ -\x56\x77\x46\x69\x79\x74\x4f\x56\x30\x70\x75\x5a\x51\x34\x61\x46\ -\x36\x6c\x20\x63\x55\x2b\x66\x38\x52\x6b\x4e\x6a\x5a\x48\x49\x61\ -\x53\x4c\x79\x74\x62\x6c\x7a\x35\x79\x34\x6f\x58\x4f\x65\x65\x4b\ -\x4d\x6a\x76\x57\x70\x4c\x4a\x56\x73\x4f\x51\x5a\x30\x42\x76\x70\ -\x2b\x41\x63\x2f\x42\x36\x71\x33\x31\x61\x34\x55\x4f\x46\x43\x78\ -\x36\x65\x33\x6a\x33\x52\x76\x51\x48\x78\x75\x2f\x6b\x61\x47\x20\ -\x4f\x48\x34\x42\x65\x45\x55\x64\x54\x70\x6e\x71\x38\x6d\x52\x39\ -\x74\x4b\x63\x79\x31\x34\x72\x4b\x39\x63\x57\x58\x70\x30\x62\x73\ -\x75\x76\x35\x41\x76\x62\x5a\x55\x36\x71\x57\x32\x56\x4d\x64\x4a\ -\x49\x76\x71\x70\x6f\x75\x39\x71\x34\x59\x36\x64\x50\x78\x33\x68\ -\x42\x30\x42\x32\x42\x50\x4c\x4b\x38\x49\x56\x46\x20\x4b\x38\x52\ -\x35\x4f\x2f\x32\x47\x57\x2f\x39\x76\x62\x45\x38\x77\x68\x48\x34\ -\x35\x59\x52\x4f\x6e\x31\x43\x78\x72\x68\x36\x69\x68\x4f\x31\x54\ -\x4a\x64\x41\x64\x47\x76\x38\x45\x53\x74\x48\x46\x41\x77\x36\x73\ -\x49\x4e\x79\x4c\x36\x47\x52\x63\x39\x56\x70\x58\x42\x5a\x65\x5a\ -\x2b\x30\x5a\x62\x4d\x44\x42\x38\x4c\x20\x4e\x73\x6b\x6b\x30\x70\ -\x32\x33\x6f\x58\x69\x6d\x61\x51\x6e\x79\x39\x55\x68\x64\x58\x61\ -\x6b\x41\x7a\x4a\x31\x77\x65\x75\x61\x63\x52\x69\x48\x33\x38\x2f\ -\x72\x32\x56\x4f\x62\x7a\x4f\x36\x64\x46\x46\x51\x4a\x30\x58\x5a\ -\x55\x56\x45\x78\x34\x77\x45\x4c\x62\x72\x6a\x6c\x58\x6b\x4e\x35\ -\x51\x49\x34\x31\x45\x34\x20\x49\x64\x62\x5a\x4f\x61\x72\x56\x79\ -\x6b\x53\x5a\x72\x69\x56\x68\x50\x32\x76\x58\x72\x75\x31\x74\x62\ -\x6d\x35\x2b\x33\x2b\x5a\x58\x31\x74\x2b\x4a\x65\x4f\x67\x66\x4b\ -\x59\x66\x35\x63\x4f\x35\x73\x61\x6d\x70\x36\x37\x32\x69\x53\x4f\ -\x6c\x74\x6a\x73\x56\x73\x6a\x6b\x63\x6a\x6a\x73\x64\x62\x57\x72\ -\x6d\x4a\x32\x20\x75\x31\x2b\x55\x6d\x77\x46\x61\x59\x71\x6c\x56\ -\x77\x4b\x72\x78\x6a\x6a\x55\x63\x71\x44\x30\x58\x39\x64\x52\x6f\ -\x63\x6b\x54\x64\x30\x2b\x50\x5a\x37\x6c\x45\x46\x6d\x55\x34\x57\ -\x57\x2f\x4c\x4f\x5a\x2b\x5a\x56\x47\x4d\x63\x43\x74\x59\x4c\x38\ -\x41\x48\x67\x37\x41\x32\x5a\x33\x62\x63\x6e\x4f\x6e\x30\x65\x43\ -\x20\x39\x57\x32\x69\x2f\x4a\x34\x64\x48\x36\x37\x68\x39\x62\x31\ -\x55\x64\x2f\x68\x79\x52\x6a\x42\x59\x34\x6e\x4b\x77\x39\x73\x39\ -\x58\x78\x4d\x75\x4a\x50\x47\x70\x55\x2b\x57\x66\x66\x4d\x6b\x36\ -\x51\x33\x55\x71\x63\x31\x71\x39\x71\x34\x51\x71\x37\x6c\x4c\x77\ -\x58\x47\x68\x6b\x30\x6a\x58\x70\x4a\x52\x53\x2f\x31\x20\x56\x53\ -\x32\x34\x5a\x65\x42\x6e\x4b\x47\x70\x62\x46\x32\x72\x2f\x32\x79\ -\x56\x50\x7a\x46\x75\x30\x35\x44\x4f\x6b\x53\x67\x6b\x74\x54\x42\ -\x33\x56\x56\x76\x61\x43\x6c\x7a\x74\x71\x39\x31\x58\x6b\x6b\x45\ -\x46\x4e\x70\x68\x70\x36\x66\x64\x50\x53\x70\x58\x75\x4e\x71\x45\ -\x41\x72\x45\x67\x45\x51\x51\x34\x65\x47\x20\x6c\x59\x68\x37\x4a\ 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-\x45\x20\x41\x72\x73\x71\x32\x70\x63\x32\x74\x67\x46\x48\x33\x7a\ -\x39\x54\x68\x56\x37\x58\x72\x43\x46\x48\x54\x74\x38\x48\x65\x46\ -\x56\x33\x6a\x75\x54\x6d\x56\x49\x78\x43\x53\x30\x71\x66\x41\x6e\ -\x42\x64\x4f\x58\x42\x77\x69\x78\x54\x65\x74\x34\x31\x35\x4d\x62\ -\x30\x55\x46\x45\x5a\x4e\x70\x4b\x37\x75\x4d\x45\x48\x75\x20\x41\ -\x75\x5a\x34\x4e\x50\x65\x71\x63\x4d\x70\x30\x66\x77\x39\x6d\x78\ -\x47\x42\x42\x49\x53\x63\x74\x6a\x33\x45\x79\x55\x4d\x6f\x36\x48\ -\x37\x66\x35\x31\x5a\x64\x76\x5a\x72\x51\x4b\x6f\x44\x37\x7a\x4b\ -\x38\x41\x38\x56\x48\x2b\x41\x4d\x45\x39\x45\x62\x32\x34\x4d\x32\ -\x6e\x39\x72\x69\x67\x51\x4f\x47\x50\x48\x61\x20\x6f\x5a\x67\x75\ -\x7a\x69\x2f\x78\x72\x67\x4c\x38\x6c\x33\x69\x36\x36\x35\x4a\x78\ -\x33\x48\x4e\x53\x71\x4f\x72\x70\x76\x5a\x4b\x69\x30\x39\x55\x56\ -\x77\x36\x75\x53\x64\x6b\x45\x30\x62\x30\x41\x30\x65\x34\x39\x68\ -\x6c\x46\x35\x69\x79\x77\x35\x39\x63\x74\x63\x77\x68\x6a\x56\x59\ -\x4b\x44\x74\x6d\x59\x37\x34\x35\x20\x45\x31\x6f\x53\x4f\x6d\x71\ -\x6d\x64\x34\x78\x42\x53\x78\x6d\x73\x56\x77\x61\x63\x34\x7a\x6e\ -\x44\x69\x6b\x52\x71\x36\x75\x6a\x2f\x4f\x2b\x6d\x54\x73\x56\x54\ -\x6d\x75\x36\x73\x38\x41\x6f\x47\x72\x78\x50\x6b\x53\x46\x47\x64\ -\x70\x6f\x6a\x2f\x71\x53\x2f\x79\x65\x4b\x57\x4c\x64\x33\x5a\x31\ -\x69\x79\x4f\x6c\x34\x20\x4f\x39\x6b\x2f\x45\x72\x46\x71\x68\x30\ -\x67\x50\x44\x79\x53\x63\x7a\x4e\x79\x6e\x79\x6a\x38\x46\x4c\x6f\ -\x30\x47\x41\x7a\x2b\x49\x68\x75\x77\x4c\x6c\x6c\x55\x58\x38\x6d\ -\x4e\x62\x6b\x35\x6e\x66\x75\x4b\x61\x7a\x64\x37\x4a\x59\x37\x72\ -\x36\x70\x61\x57\x6e\x4a\x32\x57\x6b\x70\x51\x6c\x62\x74\x77\x57\ -\x72\x6f\x20\x76\x58\x67\x58\x6b\x63\x6d\x6a\x2b\x73\x48\x70\x7a\ -\x70\x4f\x46\x47\x54\x52\x59\x55\x45\x6a\x79\x7a\x47\x47\x65\x67\ -\x4a\x5a\x59\x74\x71\x6d\x65\x45\x72\x62\x71\x53\x73\x6d\x32\x39\ -\x42\x4f\x4e\x52\x68\x65\x42\x6e\x71\x37\x49\x48\x31\x71\x54\x36\ -\x53\x38\x36\x68\x71\x2b\x51\x48\x53\x34\x63\x6f\x4b\x37\x38\x20\ -\x72\x54\x46\x73\x33\x78\x79\x4e\x6a\x6c\x7a\x35\x70\x59\x39\x77\ -\x6f\x50\x59\x63\x59\x4d\x67\x76\x46\x37\x44\x52\x30\x50\x2f\x50\ -\x33\x70\x6e\x48\x78\x31\x57\x58\x2b\x2f\x2f\x39\x66\x47\x63\x6d\ -\x36\x51\x49\x55\x75\x6b\x30\x79\x63\x32\x5a\x4e\x4b\x50\x64\x53\ -\x41\x61\x57\x41\x43\x67\x67\x46\x45\x66\x45\x43\x20\x4b\x6f\x68\ -\x36\x41\x56\x48\x63\x41\x63\x57\x72\x2b\x45\x4e\x78\x46\x33\x48\ -\x42\x66\x63\x45\x4c\x72\x6c\x78\x58\x58\x42\x42\x42\x76\x53\x35\ -\x58\x45\x51\x45\x56\x45\x53\x6c\x79\x67\x59\x71\x55\x5a\x43\x61\ -\x5a\x4c\x55\x6c\x62\x57\x74\x61\x32\x79\x63\x7a\x35\x50\x72\x38\ -\x2f\x7a\x73\x78\x6b\x4d\x6e\x4d\x79\x20\x53\x64\x73\x6b\x62\x62\ -\x6e\x39\x76\x46\x36\x42\x7a\x74\x6c\x6e\x35\x73\x78\x7a\x6e\x75\ -\x2f\x7a\x2f\x54\x79\x66\x6a\x33\x6b\x74\x63\x79\x52\x7a\x6b\x6b\ -\x34\x66\x73\x43\x67\x56\x69\x52\x7a\x55\x45\x2b\x39\x65\x46\x59\ -\x2b\x48\x30\x36\x74\x57\x45\x61\x72\x53\x44\x6e\x34\x45\x58\x69\ -\x62\x61\x45\x77\x34\x76\x20\x39\x39\x31\x5a\x71\x51\x39\x58\x4b\ -\x2f\x4f\x4d\x72\x32\x39\x65\x62\x32\x39\x76\x4a\x2b\x4f\x7a\x69\ -\x47\x50\x35\x66\x4c\x35\x39\x69\x38\x31\x34\x63\x58\x76\x54\x77\ -\x4d\x44\x41\x54\x70\x6b\x4d\x42\x46\x32\x33\x48\x72\x42\x6b\x45\ -\x69\x6c\x70\x56\x61\x6b\x30\x62\x4c\x50\x55\x62\x78\x76\x4b\x34\ -\x30\x78\x2b\x20\x55\x65\x4e\x72\x6b\x48\x48\x51\x30\x71\x58\x37\ -\x4b\x76\x4b\x57\x36\x73\x74\x48\x4a\x54\x53\x36\x50\x66\x79\x37\ -\x57\x63\x4e\x41\x59\x66\x68\x57\x56\x48\x79\x7a\x4b\x55\x57\x2b\ -\x32\x73\x37\x76\x38\x46\x61\x6f\x69\x4e\x57\x58\x41\x67\x38\x41\ -\x6c\x36\x42\x36\x5a\x58\x6c\x65\x78\x2f\x76\x71\x78\x78\x34\x59\ -\x20\x48\x6c\x67\x52\x6a\x36\x66\x54\x4d\x65\x65\x62\x64\x6d\x78\ -\x2b\x4c\x70\x56\x61\x48\x70\x37\x73\x57\x4d\x31\x49\x4f\x56\x31\ -\x48\x43\x66\x4a\x4c\x2f\x47\x65\x59\x58\x52\x55\x35\x64\x33\x42\ -\x6f\x2f\x55\x35\x6c\x62\x7a\x75\x4b\x58\x52\x71\x77\x6f\x42\x71\ -\x30\x4a\x48\x41\x71\x71\x4f\x2f\x4e\x42\x6a\x71\x6c\x20\x48\x49\ -\x32\x55\x52\x2f\x38\x66\x73\x4b\x39\x42\x31\x36\x35\x61\x74\x53\ -\x70\x6b\x58\x50\x63\x45\x6f\x4b\x7a\x6f\x53\x53\x67\x33\x6f\x5a\ -\x77\x74\x46\x66\x50\x50\x5a\x48\x4a\x71\x6e\x65\x6c\x32\x51\x38\ -\x75\x75\x46\x49\x77\x41\x41\x43\x41\x41\x53\x55\x52\x42\x56\x45\ -\x45\x56\x66\x64\x74\x73\x50\x35\x6c\x58\x20\x4c\x6c\x75\x32\x54\ -\x39\x71\x4a\x58\x4a\x5a\x79\x75\x75\x2f\x52\x73\x58\x6d\x62\x4d\ -\x50\x70\x50\x61\x37\x6b\x37\x59\x45\x33\x2f\x70\x70\x48\x75\x72\ -\x61\x6c\x59\x39\x35\x2b\x41\x57\x70\x74\x4b\x30\x49\x62\x4d\x79\ -\x62\x37\x58\x32\x70\x43\x64\x69\x4b\x75\x2b\x4e\x32\x75\x35\x2f\ -\x47\x67\x6a\x39\x2b\x64\x4a\x20\x32\x67\x54\x69\x5a\x44\x49\x35\ -\x44\x36\x51\x71\x4b\x61\x4d\x37\x4e\x44\x76\x59\x69\x4b\x62\x75\ -\x68\x69\x6b\x7a\x41\x4a\x32\x4d\x54\x32\x59\x43\x79\x66\x71\x2f\ -\x42\x64\x39\x37\x61\x4c\x51\x7a\x64\x41\x37\x31\x56\x69\x72\x35\ -\x2b\x75\x35\x6b\x55\x43\x75\x64\x38\x39\x34\x48\x72\x50\x56\x5a\ -\x74\x62\x78\x71\x20\x6b\x7a\x63\x70\x4d\x71\x56\x53\x4c\x70\x4d\ -\x76\x48\x6d\x6d\x4d\x72\x6b\x4c\x30\x42\x64\x4c\x70\x66\x67\x35\ -\x67\x52\x54\x79\x65\x54\x69\x65\x69\x31\x31\x5a\x77\x48\x30\x4c\ -\x30\x64\x63\x41\x32\x4b\x70\x32\x54\x45\x59\x67\x6e\x77\x48\x47\ -\x57\x48\x57\x69\x74\x2f\x67\x2f\x6a\x39\x31\x67\x6a\x58\x46\x56\ -\x39\x20\x62\x61\x34\x34\x2f\x4f\x50\x70\x48\x47\x73\x32\x4d\x4f\ -\x64\x46\x64\x7a\x2b\x55\x53\x71\x57\x78\x52\x43\x54\x73\x56\x32\ -\x66\x5a\x36\x4a\x70\x51\x32\x37\x61\x46\x33\x71\x36\x75\x5a\x53\ -\x72\x79\x48\x30\x42\x46\x34\x62\x4c\x4e\x47\x30\x5a\x65\x4b\x53\ -\x4b\x62\x55\x62\x6b\x6f\x6b\x79\x2f\x38\x48\x76\x68\x39\x20\x54\ -\x79\x4a\x79\x4e\x47\x70\x65\x4d\x54\x41\x77\x74\x52\x61\x58\x69\ -\x2f\x73\x6c\x38\x52\x75\x7a\x69\x39\x79\x51\x4b\x34\x35\x38\x78\ -\x32\x65\x58\x47\x55\x4e\x76\x76\x47\x76\x6c\x55\x39\x62\x38\x72\ -\x47\x6d\x6d\x71\x78\x45\x42\x6c\x41\x6c\x54\x31\x51\x6f\x76\x41\ -\x72\x37\x58\x76\x4b\x47\x6f\x6c\x42\x47\x76\x20\x77\x47\x77\x51\ -\x33\x79\x65\x31\x61\x71\x42\x78\x79\x50\x75\x6b\x33\x7a\x59\x31\ -\x6d\x4c\x47\x78\x35\x57\x70\x71\x4e\x55\x47\x5a\x4b\x59\x73\x32\ -\x78\x61\x73\x7a\x37\x76\x42\x39\x61\x4a\x52\x6b\x72\x59\x78\x75\ -\x42\x64\x2f\x76\x31\x34\x69\x38\x73\x6c\x5a\x73\x56\x35\x58\x72\ -\x41\x42\x4b\x52\x79\x4c\x4f\x4d\x20\x34\x52\x67\x56\x54\x59\x76\ -\x57\x4d\x67\x6b\x64\x46\x5a\x55\x68\x4b\x2f\x71\x58\x68\x59\x75\ -\x57\x33\x44\x45\x58\x4e\x61\x36\x42\x67\x59\x46\x74\x69\x55\x6a\ -\x6b\x31\x65\x44\x65\x43\x54\x54\x58\x36\x56\x36\x58\x69\x43\x79\ -\x2f\x64\x72\x43\x30\x76\x68\x32\x33\x79\x66\x59\x4e\x65\x71\x7a\ -\x79\x48\x73\x66\x70\x20\x54\x63\x65\x6a\x6e\x36\x7a\x67\x76\x67\ -\x6f\x6c\x69\x44\x64\x70\x38\x62\x45\x78\x4b\x31\x38\x74\x46\x50\ -\x4c\x54\x49\x6b\x6f\x62\x4e\x37\x67\x66\x59\x6e\x31\x4a\x33\x43\ -\x4a\x36\x38\x57\x42\x70\x2f\x5a\x79\x33\x41\x54\x56\x69\x74\x77\ -\x68\x59\x38\x57\x6a\x34\x46\x4c\x53\x56\x79\x61\x33\x43\x31\x36\ -\x64\x69\x20\x70\x4e\x76\x4f\x77\x47\x57\x69\x68\x4e\x52\x79\x4d\ -\x45\x5a\x50\x46\x65\x51\x4b\x55\x4e\x75\x66\x4c\x33\x77\x4c\x77\ -\x48\x47\x63\x78\x59\x47\x79\x58\x62\x65\x75\x4e\x4c\x57\x66\x57\ -\x7a\x7a\x61\x64\x5a\x61\x6f\x2b\x6d\x55\x73\x47\x38\x70\x71\x4c\ -\x70\x6a\x75\x2b\x39\x6b\x52\x4a\x42\x4a\x4c\x75\x36\x30\x72\x20\ -\x2f\x79\x4e\x6f\x37\x58\x4f\x77\x77\x4b\x41\x67\x41\x34\x6f\x47\ -\x51\x43\x4d\x54\x4b\x41\x68\x56\x69\x45\x63\x4f\x44\x4e\x44\x63\ -\x6a\x69\x4c\x55\x4d\x78\x67\x46\x33\x34\x41\x56\x72\x41\x51\x71\ -\x61\x75\x71\x54\x6a\x47\x30\x62\x77\x4b\x31\x6e\x68\x56\x62\x44\ -\x54\x6d\x64\x59\x48\x75\x52\x78\x30\x45\x56\x6f\x20\x4f\x38\x72\ -\x43\x56\x49\x66\x51\x5a\x47\x33\x69\x7a\x34\x70\x64\x31\x37\x77\ -\x36\x6e\x54\x35\x67\x6b\x59\x37\x56\x75\x46\x5a\x61\x4d\x74\x67\ -\x54\x30\x6b\x37\x33\x39\x78\x55\x39\x32\x4e\x74\x39\x77\x73\x48\ -\x51\x4b\x73\x56\x30\x79\x32\x4f\x50\x6c\x46\x4a\x4f\x35\x42\x50\ -\x5a\x51\x75\x6c\x71\x5a\x72\x6b\x45\x20\x4d\x46\x67\x71\x33\x52\ -\x4f\x50\x4c\x50\x2b\x6f\x49\x4a\x63\x33\x72\x52\x4b\x51\x61\x2f\ -\x42\x38\x4c\x64\x74\x2b\x50\x2b\x6c\x34\x39\x42\x72\x31\x62\x4f\ -\x53\x44\x51\x42\x48\x50\x48\x4b\x50\x54\x64\x4d\x79\x2f\x70\x72\ -\x41\x64\x45\x73\x71\x35\x6f\x61\x45\x31\x69\x55\x6a\x34\x66\x34\ -\x48\x44\x6d\x6c\x5a\x56\x20\x67\x6c\x73\x72\x62\x5a\x4f\x48\x75\ -\x63\x41\x75\x48\x78\x49\x43\x69\x50\x4a\x6d\x6e\x38\x57\x56\x6f\ -\x41\x61\x2b\x30\x6d\x36\x2f\x46\x59\x34\x54\x46\x5a\x55\x4c\x67\ -\x61\x2f\x5a\x59\x44\x41\x76\x77\x6e\x30\x6f\x64\x77\x4e\x4c\x65\ -\x75\x4c\x4f\x56\x33\x76\x69\x7a\x76\x32\x64\x68\x67\x32\x56\x53\ -\x59\x5a\x4e\x20\x6a\x59\x68\x45\x49\x67\x74\x45\x39\x62\x4f\x2b\ -\x31\x34\x65\x38\x65\x37\x61\x4e\x49\x34\x77\x62\x2b\x6c\x52\x44\ -\x2b\x34\x30\x71\x39\x75\x68\x73\x59\x53\x69\x64\x4b\x5a\x52\x4f\ -\x7a\x42\x61\x47\x6a\x73\x38\x57\x68\x67\x38\x4d\x71\x49\x6b\x68\ -\x66\x41\x43\x6b\x63\x55\x69\x7a\x4f\x42\x32\x50\x74\x4e\x62\x62\ -\x20\x68\x46\x7a\x44\x76\x33\x33\x72\x58\x4f\x56\x41\x6f\x4f\x46\ -\x48\x4d\x44\x6b\x78\x45\x38\x41\x59\x74\x2f\x48\x70\x76\x38\x4f\ -\x75\x51\x72\x34\x51\x33\x79\x6e\x7a\x5a\x76\x69\x53\x63\x33\x56\ -\x38\x49\x71\x43\x79\x62\x4e\x6c\x77\x69\x7a\x4b\x41\x4c\x63\x38\ -\x2f\x41\x62\x52\x36\x37\x52\x4a\x52\x34\x58\x4d\x4b\x20\x30\x7a\ -\x42\x77\x6b\x41\x6a\x6f\x56\x61\x6c\x59\x31\x30\x33\x4d\x67\x65\ -\x50\x79\x73\x75\x37\x31\x6e\x77\x44\x66\x44\x50\x48\x51\x52\x48\ -\x54\x35\x32\x33\x79\x57\x54\x34\x43\x67\x41\x59\x57\x63\x69\x6c\ -\x35\x73\x54\x61\x67\x58\x72\x34\x33\x48\x73\x61\x4e\x62\x58\x6c\ -\x2f\x64\x78\x4b\x54\x69\x30\x5a\x64\x50\x20\x70\x32\x56\x48\x52\ -\x50\x32\x30\x74\x59\x4a\x6a\x6e\x61\x45\x35\x6c\x36\x39\x70\x78\ -\x69\x34\x50\x57\x46\x56\x64\x72\x4e\x59\x57\x41\x70\x47\x66\x5a\ -\x30\x71\x6c\x58\x4f\x73\x65\x34\x33\x43\x4e\x76\x42\x39\x51\x47\ -\x77\x68\x39\x50\x4f\x43\x57\x33\x34\x66\x4b\x37\x2f\x46\x55\x47\ -\x50\x63\x48\x58\x69\x4f\x4b\x20\x69\x2f\x41\x6a\x6f\x2b\x62\x65\ -\x71\x61\x34\x6a\x68\x4c\x30\x4d\x58\x34\x4b\x6f\x2f\x47\x6d\x67\ -\x4e\x50\x79\x74\x36\x62\x79\x58\x6e\x55\x52\x6a\x45\x42\x41\x49\ -\x66\x4c\x79\x5a\x31\x74\x46\x58\x4c\x42\x61\x79\x2b\x61\x47\x50\ -\x6d\x72\x4b\x37\x67\x67\x5a\x2b\x6d\x62\x55\x2b\x6b\x73\x67\x4e\ -\x46\x41\x57\x78\x20\x34\x6a\x76\x45\x44\x49\x57\x65\x62\x43\x41\ -\x62\x36\x76\x51\x56\x4b\x33\x56\x47\x37\x70\x73\x41\x61\x45\x32\ -\x45\x72\x33\x33\x2f\x6f\x6e\x64\x53\x33\x79\x4b\x2f\x6a\x42\x73\ -\x2f\x39\x50\x6b\x31\x59\x6f\x74\x4f\x4b\x68\x65\x74\x43\x6e\x63\ -\x49\x38\x68\x48\x67\x50\x46\x52\x66\x30\x64\x77\x49\x37\x6d\x30\ -\x6c\x20\x2f\x35\x61\x4d\x68\x6f\x2b\x63\x2b\x76\x70\x32\x44\x6d\ -\x76\x57\x55\x46\x62\x68\x72\x62\x34\x72\x56\x54\x34\x59\x69\x55\ -\x54\x38\x4a\x78\x31\x71\x6d\x77\x54\x6e\x58\x5a\x72\x4e\x46\x56\ -\x64\x6b\x42\x30\x74\x66\x48\x68\x67\x59\x32\x4a\x62\x4a\x46\x58\ -\x38\x4a\x73\x67\x61\x52\x39\x36\x54\x69\x30\x62\x50\x53\x20\x38\ -\x65\x69\x39\x41\x6a\x38\x4f\x69\x66\x75\x57\x64\x73\x63\x42\x71\ -\x47\x5a\x53\x4c\x53\x55\x43\x45\x61\x5a\x74\x79\x6a\x4a\x62\x32\ -\x4f\x55\x42\x4b\x30\x6a\x35\x74\x66\x67\x4d\x54\x55\x57\x34\x61\ -\x71\x70\x39\x78\x65\x69\x50\x42\x4e\x36\x63\x7a\x57\x5a\x48\x78\ -\x4f\x69\x4e\x71\x4c\x77\x66\x34\x55\x78\x31\x20\x39\x61\x44\x2b\ -\x58\x47\x46\x68\x58\x37\x37\x77\x7a\x50\x37\x42\x77\x6a\x6c\x39\ -\x75\x56\x7a\x62\x48\x72\x6c\x30\x4a\x42\x49\x48\x76\x64\x52\x6e\ -\x56\x63\x55\x31\x65\x68\x47\x7a\x33\x48\x6f\x44\x6b\x43\x30\x4d\ -\x6e\x59\x58\x71\x61\x32\x72\x5a\x6b\x36\x41\x6e\x62\x6e\x6c\x73\ -\x6b\x36\x2f\x49\x57\x2f\x2f\x49\x20\x79\x50\x6f\x46\x69\x78\x61\ -\x2f\x73\x49\x47\x38\x65\x58\x72\x7a\x4e\x6f\x48\x35\x38\x2f\x39\ -\x4a\x62\x52\x68\x68\x39\x46\x43\x2f\x63\x38\x59\x7a\x6d\x35\x39\ -\x69\x66\x4b\x6a\x52\x32\x59\x36\x76\x70\x59\x52\x6d\x56\x49\x71\ -\x6f\x4a\x78\x78\x65\x77\x6e\x62\x64\x66\x39\x70\x53\x4e\x30\x75\ -\x6e\x44\x31\x68\x55\x20\x7a\x30\x71\x46\x75\x79\x62\x5a\x38\x59\ -\x58\x4e\x43\x77\x52\x75\x44\x42\x67\x39\x5a\x4b\x41\x77\x64\x45\ -\x79\x6d\x55\x50\x70\x51\x74\x6a\x44\x30\x50\x53\x73\x38\x32\x61\ -\x52\x54\x6a\x36\x6a\x2b\x45\x43\x73\x72\x42\x34\x6f\x6a\x66\x67\ -\x59\x4c\x4d\x34\x35\x63\x63\x65\x54\x33\x6b\x38\x67\x72\x4c\x77\ -\x71\x4b\x20\x2b\x7a\x36\x66\x35\x58\x56\x55\x35\x5a\x51\x62\x79\ -\x77\x4b\x69\x63\x41\x76\x67\x56\x4e\x56\x50\x44\x78\x48\x68\x4e\ -\x6d\x76\x74\x6c\x49\x7a\x30\x4b\x6d\x6e\x56\x37\x7a\x71\x4f\x6d\ -\x45\x70\x5a\x59\x72\x61\x78\x71\x77\x4f\x57\x51\x65\x58\x31\x50\ -\x73\x76\x58\x44\x68\x53\x47\x62\x35\x31\x71\x35\x37\x36\x42\x20\ -\x77\x71\x31\x39\x75\x63\x4c\x33\x41\x50\x6f\x47\x53\x2f\x66\x30\ -\x35\x2f\x4d\x66\x36\x78\x38\x73\x33\x4a\x67\x70\x46\x74\x65\x78\ -\x48\x52\x49\x6a\x4c\x75\x37\x37\x38\x53\x58\x48\x79\x52\x63\x4c\ -\x68\x5a\x47\x64\x49\x6b\x68\x75\x44\x37\x4c\x46\x34\x65\x2b\x34\ -\x78\x6a\x32\x63\x63\x5a\x2b\x33\x63\x35\x4e\x4f\x20\x6c\x32\x39\ -\x2f\x32\x64\x71\x31\x61\x38\x63\x55\x76\x67\x46\x65\x6c\x74\x45\ -\x62\x57\x7a\x34\x68\x69\x2b\x72\x72\x36\x78\x74\x56\x76\x46\x6b\ -\x7a\x56\x56\x61\x75\x39\x6e\x6b\x6f\x33\x41\x6f\x56\x6c\x44\x71\ -\x42\x63\x2b\x76\x38\x30\x44\x4f\x62\x74\x36\x6e\x42\x42\x74\x7a\ -\x78\x37\x45\x56\x30\x52\x33\x7a\x32\x20\x4a\x6b\x41\x36\x70\x56\ -\x46\x53\x79\x4c\x65\x49\x4c\x36\x4c\x6a\x77\x39\x44\x47\x49\x57\ -\x35\x74\x30\x57\x68\x48\x2f\x63\x65\x6a\x4b\x6d\x75\x61\x31\x36\ -\x65\x64\x38\x43\x46\x55\x72\x63\x75\x71\x32\x4b\x49\x69\x5a\x32\ -\x63\x4b\x51\x32\x66\x32\x35\x59\x62\x72\x4d\x33\x4f\x70\x37\x75\ -\x36\x45\x51\x52\x71\x4c\x20\x79\x64\x74\x55\x39\x4c\x57\x5a\x34\ -\x76\x44\x5a\x32\x56\x4a\x70\x6b\x74\x6e\x72\x32\x59\x45\x31\x6c\ -\x58\x66\x69\x6c\x39\x30\x6f\x46\x30\x35\x54\x57\x6c\x7a\x53\x43\ -\x65\x64\x4d\x4c\x36\x4f\x71\x50\x34\x52\x76\x73\x56\x5a\x57\x39\ -\x77\x38\x57\x56\x32\x66\x7a\x30\x35\x50\x74\x4e\x6b\x59\x6d\x4d\ -\x5a\x50\x52\x20\x4e\x30\x78\x6e\x2f\x39\x6e\x43\x4c\x67\x31\x59\ -\x79\x65\x35\x6c\x4a\x30\x4d\x72\x79\x31\x6c\x6b\x55\x76\x32\x73\ -\x47\x55\x66\x4d\x2b\x36\x48\x37\x4e\x61\x52\x75\x44\x47\x30\x62\ -\x2b\x38\x68\x63\x58\x55\x63\x4e\x75\x64\x78\x49\x78\x6c\x67\x35\ -\x76\x75\x5a\x34\x4c\x4d\x67\x48\x45\x35\x48\x49\x34\x58\x37\x62\ -\x20\x42\x71\x56\x53\x6c\x32\x6d\x70\x61\x4c\x42\x6c\x36\x47\x4f\ -\x6b\x62\x6a\x50\x66\x6d\x59\x2b\x46\x66\x53\x6b\x64\x6a\x51\x71\ -\x6a\x71\x6a\x70\x70\x48\x35\x74\x49\x70\x53\x47\x6f\x53\x4a\x79\ -\x64\x36\x43\x49\x41\x63\x4e\x58\x55\x4a\x31\x6e\x55\x4b\x78\x4c\ -\x37\x6e\x48\x52\x63\x43\x56\x55\x78\x66\x63\x32\x72\x20\x4c\x57\ -\x61\x63\x46\x4b\x79\x75\x54\x34\x59\x56\x61\x50\x78\x4d\x78\x68\ -\x41\x35\x59\x79\x42\x66\x2b\x6d\x48\x7a\x52\x67\x54\x34\x4c\x75\ -\x4d\x54\x45\x31\x73\x55\x66\x64\x46\x41\x66\x6b\x37\x4b\x41\x43\ -\x30\x6f\x46\x42\x34\x70\x4b\x72\x36\x30\x6d\x6b\x34\x43\x6b\x30\ -\x6f\x52\x31\x35\x47\x4b\x52\x53\x39\x48\x20\x39\x51\x62\x67\x45\ -\x4a\x44\x66\x43\x6e\x70\x73\x4a\x6c\x64\x38\x2f\x6b\x42\x56\x6d\ -\x53\x51\x64\x6a\x61\x37\x6f\x69\x54\x74\x54\x31\x73\x53\x79\x68\ -\x65\x47\x37\x67\x42\x5a\x79\x73\x49\x69\x65\x75\x77\x4d\x43\x42\ -\x54\x4f\x47\x58\x52\x71\x77\x46\x4e\x2f\x73\x71\x69\x4a\x6c\x76\ -\x57\x36\x75\x72\x73\x46\x59\x20\x38\x79\x48\x38\x5a\x6b\x74\x46\ -\x50\x7a\x46\x6c\x50\x39\x63\x73\x6f\x62\x39\x55\x79\x67\x75\x32\ -\x70\x67\x49\x52\x4d\x45\x5a\x39\x6d\x66\x57\x65\x55\x71\x66\x32\ -\x41\x59\x68\x71\x69\x36\x71\x6f\x52\x57\x36\x74\x2f\x56\x75\x52\ -\x34\x2f\x7a\x50\x4a\x76\x55\x6d\x5a\x46\x52\x50\x6d\x4f\x79\x61\ -\x42\x67\x59\x32\x20\x72\x47\x66\x63\x6c\x72\x30\x6a\x46\x6f\x74\ -\x31\x54\x37\x62\x74\x64\x4b\x43\x71\x39\x54\x59\x66\x51\x66\x31\ -\x37\x4d\x70\x58\x78\x70\x6d\x59\x31\x72\x64\x74\x49\x76\x53\x32\ -\x6c\x51\x6d\x68\x2b\x53\x35\x31\x53\x6f\x63\x34\x57\x56\x35\x46\ -\x58\x5a\x76\x4f\x6c\x33\x7a\x5a\x76\x6b\x33\x53\x36\x33\x77\x72\ -\x55\x20\x65\x76\x70\x63\x69\x35\x34\x31\x6e\x65\x78\x2b\x4e\x6d\ -\x46\x4e\x38\x45\x76\x34\x42\x2f\x47\x7a\x55\x39\x48\x6c\x7a\x62\ -\x4e\x33\x45\x32\x42\x55\x76\x67\x50\x38\x30\x68\x71\x65\x6d\x38\ -\x6b\x56\x58\x74\x69\x66\x4b\x2f\x33\x5a\x63\x5a\x7a\x35\x36\x59\ -\x52\x7a\x62\x6a\x72\x75\x33\x43\x59\x42\x2b\x53\x66\x77\x20\x78\ -\x51\x4f\x54\x30\x55\x6d\x7a\x36\x52\x6f\x6d\x4b\x62\x37\x76\x75\ -\x79\x42\x6b\x58\x6a\x47\x74\x4e\x7a\x49\x4c\x32\x47\x55\x42\x4b\ -\x78\x4b\x4a\x4c\x45\x43\x6b\x74\x62\x46\x59\x39\x48\x66\x5a\x39\ -\x65\x74\x48\x35\x75\x49\x61\x34\x6c\x31\x64\x42\x36\x4e\x36\x62\ -\x76\x4e\x79\x68\x62\x79\x45\x46\x76\x69\x4b\x20\x78\x63\x30\x56\ -\x71\x6a\x72\x6c\x74\x63\x62\x57\x55\x31\x4b\x78\x62\x74\x2b\x41\ -\x55\x32\x55\x6b\x67\x38\x6a\x71\x46\x55\x32\x46\x32\x51\x36\x58\ -\x6d\x36\x76\x71\x44\x61\x67\x61\x76\x79\x5a\x75\x58\x4c\x57\x33\ -\x4e\x68\x78\x74\x64\x52\x75\x70\x46\x79\x75\x4d\x73\x2b\x65\x4e\ -\x6c\x74\x76\x2b\x63\x4b\x61\x43\x20\x56\x43\x57\x53\x76\x57\x75\ -\x54\x46\x6f\x6e\x6b\x71\x6d\x4a\x48\x64\x52\x4a\x45\x79\x71\x50\ -\x57\x54\x73\x69\x77\x50\x4a\x61\x2b\x72\x67\x59\x51\x34\x62\x36\ -\x42\x67\x59\x46\x74\x6a\x65\x73\x39\x5a\x72\x63\x65\x43\x61\x44\ -\x77\x71\x34\x46\x38\x36\x53\x61\x61\x45\x49\x31\x47\x6c\x77\x68\ -\x38\x71\x4c\x35\x41\x20\x2b\x65\x42\x67\x59\x66\x6a\x58\x4f\x2f\ -\x47\x32\x5a\x67\x53\x46\x51\x6d\x47\x72\x69\x4f\x39\x44\x79\x72\ -\x67\x71\x6b\x39\x6e\x6f\x41\x5a\x37\x51\x58\x79\x5a\x58\x50\x47\ -\x31\x67\x6f\x48\x68\x6e\x32\x6e\x45\x4f\x36\x59\x6b\x35\x56\x38\ -\x30\x7a\x46\x45\x54\x35\x6e\x73\x42\x78\x65\x4a\x6e\x78\x6c\x6b\ -\x70\x46\x20\x70\x71\x52\x71\x56\x49\x76\x76\x72\x57\x6f\x6b\x77\ -\x71\x75\x6e\x2b\x56\x5a\x6d\x48\x4c\x73\x73\x59\x49\x57\x30\x63\ -\x67\x6f\x2b\x66\x55\x71\x69\x4d\x69\x55\x78\x4c\x52\x32\x50\x76\ -\x69\x63\x56\x6a\x37\x78\x67\x5a\x36\x39\x42\x6a\x48\x34\x41\x6e\ -\x38\x39\x41\x34\x50\x4c\x6d\x48\x38\x41\x75\x51\x63\x6a\x39\x20\ -\x49\x4c\x55\x5a\x74\x4d\x6c\x73\x6c\x49\x78\x55\x39\x63\x55\x30\ -\x56\x44\x5a\x36\x52\x75\x4f\x71\x64\x52\x34\x56\x6f\x35\x70\x56\ -\x36\x41\x76\x38\x32\x6e\x69\x57\x64\x67\x33\x2f\x71\x59\x45\x6d\ -\x45\x65\x6a\x41\x54\x75\x6f\x68\x70\x31\x43\x58\x76\x51\x30\x30\ -\x44\x73\x64\x32\x43\x46\x71\x58\x6c\x42\x46\x44\x20\x69\x35\x7a\ -\x75\x66\x48\x47\x66\x51\x79\x33\x7a\x56\x66\x31\x72\x73\x34\x79\ -\x50\x4f\x37\x72\x6c\x65\x4b\x72\x73\x64\x57\x75\x6c\x52\x65\x46\ -\x53\x4b\x6f\x46\x7a\x71\x58\x36\x33\x6f\x76\x35\x71\x74\x78\x31\ -\x65\x4d\x2f\x51\x42\x41\x49\x4c\x38\x49\x56\x73\x63\x75\x6e\x49\ -\x48\x33\x38\x79\x4d\x59\x30\x6e\x58\x20\x2b\x6d\x38\x77\x58\x73\ -\x75\x73\x51\x2b\x43\x73\x71\x62\x77\x39\x45\x34\x6c\x45\x64\x32\ -\x2f\x63\x2b\x61\x73\x59\x37\x6b\x4e\x34\x71\x38\x4a\x6d\x67\x63\ -\x74\x42\x76\x2b\x55\x64\x51\x79\x2f\x49\x46\x67\x72\x33\x74\x54\ -\x73\x47\x56\x49\x76\x76\x49\x71\x30\x79\x54\x4d\x72\x7a\x61\x6b\ -\x37\x70\x63\x34\x31\x64\x20\x4e\x79\x51\x30\x63\x6f\x62\x50\x30\ -\x73\x66\x48\x43\x45\x79\x6d\x6c\x52\x56\x49\x4a\x69\x50\x2f\x6b\ -\x6f\x35\x47\x54\x30\x58\x35\x75\x4d\x48\x38\x36\x79\x54\x62\x54\ -\x51\x76\x65\x7a\x43\x42\x6e\x74\x61\x37\x52\x68\x77\x5a\x4c\x49\ -\x37\x34\x33\x2b\x46\x77\x6a\x6d\x31\x30\x2f\x30\x74\x42\x72\x64\ -\x6e\x49\x38\x20\x33\x74\x58\x43\x48\x38\x72\x6b\x53\x6e\x64\x49\ -\x64\x66\x67\x67\x79\x4e\x6e\x4e\x36\x31\x46\x62\x59\x2b\x64\x33\ -\x61\x43\x6a\x77\x75\x75\x62\x56\x61\x39\x5a\x51\x52\x75\x72\x69\ -\x66\x79\x6a\x36\x70\x6c\x57\x72\x57\x68\x6a\x58\x48\x6b\x54\x72\ -\x73\x32\x57\x71\x36\x74\x64\x72\x4f\x53\x30\x6b\x6b\x38\x6e\x39\ -\x20\x51\x57\x6f\x5a\x31\x74\x5a\x41\x35\x38\x4b\x57\x67\x47\x4d\ -\x4a\x72\x47\x35\x34\x65\x57\x76\x4c\x51\x56\x54\x72\x77\x78\x49\ -\x56\x2b\x34\x76\x57\x31\x58\x4a\x2b\x39\x5a\x38\x62\x46\x75\x79\ -\x2f\x70\x43\x57\x37\x63\x68\x77\x6e\x69\x6d\x68\x4e\x31\x57\x49\ -\x55\x6c\x51\x75\x59\x6f\x78\x37\x52\x36\x57\x44\x4e\x20\x47\x73\ -\x71\x71\x2b\x69\x47\x66\x56\x59\x47\x67\x47\x72\x38\x5a\x37\x54\ -\x70\x43\x6f\x64\x41\x6d\x68\x5a\x6a\x41\x44\x59\x67\x2b\x76\x7a\ -\x39\x58\x4f\x46\x41\x74\x64\x34\x4b\x63\x4a\x38\x67\x58\x74\x73\ -\x65\x30\x51\x6f\x52\x72\x66\x52\x59\x62\x46\x37\x64\x6c\x5a\x44\ -\x49\x58\x32\x43\x55\x42\x61\x39\x55\x71\x20\x51\x69\x67\x74\x4e\ -\x52\x64\x52\x75\x61\x6e\x35\x53\x64\x6f\x62\x69\x2f\x58\x30\x78\ -\x4a\x32\x76\x70\x65\x4c\x4f\x69\x4c\x48\x6d\x51\x51\x4b\x65\x73\ -\x37\x52\x56\x50\x54\x6f\x64\x69\x2f\x6b\x61\x51\x6b\x77\x48\x4c\ -\x76\x5a\x69\x66\x4f\x6b\x55\x35\x6b\x70\x6d\x79\x46\x5a\x37\x4a\ -\x68\x42\x53\x76\x67\x52\x73\x20\x42\x53\x52\x67\x78\x59\x2b\x74\ -\x62\x78\x56\x75\x41\x46\x42\x30\x64\x64\x70\x78\x44\x6d\x78\x63\ -\x6d\x53\x67\x4f\x2f\x78\x52\x34\x75\x4c\x72\x2b\x6e\x62\x57\x4f\ -\x2f\x6b\x59\x59\x30\x55\x59\x4b\x53\x65\x71\x52\x34\x57\x36\x2f\ -\x32\x69\x4b\x34\x70\x74\x48\x50\x38\x48\x6c\x2b\x78\x35\x6f\x4f\ -\x78\x42\x30\x37\x20\x6a\x6c\x72\x32\x67\x39\x7a\x70\x71\x33\x73\ -\x6d\x39\x71\x54\x36\x39\x57\x48\x2f\x30\x4c\x6a\x4b\x43\x33\x68\ -\x31\x66\x66\x30\x6e\x51\x76\x50\x32\x75\x57\x58\x43\x65\x69\x66\ -\x38\x62\x4e\x42\x44\x71\x67\x66\x36\x6c\x6c\x2b\x4c\x54\x56\x44\ -\x74\x2b\x36\x68\x79\x33\x77\x53\x35\x73\x6a\x71\x7a\x76\x46\x73\ -\x68\x20\x4e\x37\x54\x2b\x4f\x6e\x7a\x49\x70\x4b\x71\x63\x6e\x30\ -\x67\x73\x6e\x62\x53\x47\x32\x4e\x66\x58\x4e\x7a\x70\x71\x36\x65\ -\x6e\x4c\x46\x63\x37\x71\x48\x79\x7a\x65\x63\x6c\x41\x69\x6b\x52\ -\x54\x44\x39\x78\x48\x2b\x35\x4f\x54\x79\x6c\x77\x49\x63\x6c\x45\ -\x69\x6b\x65\x68\x4f\x4f\x2f\x2f\x66\x63\x67\x49\x48\x43\x20\x38\ -\x47\x33\x34\x5a\x48\x72\x41\x4f\x64\x76\x78\x56\x6d\x59\x4d\x75\ -\x79\x52\x67\x50\x56\x4a\x61\x66\x69\x49\x65\x75\x58\x4d\x43\x46\ -\x44\x73\x68\x75\x2b\x70\x4a\x4f\x47\x64\x59\x30\x66\x73\x55\x56\ -\x68\x75\x52\x4c\x78\x6f\x6a\x70\x77\x43\x48\x49\x6a\x7a\x68\x47\ -\x55\x4c\x59\x76\x36\x56\x6a\x6b\x62\x2b\x6c\x20\x48\x4f\x65\x4e\ -\x62\x54\x57\x66\x6d\x75\x44\x4e\x63\x76\x68\x4f\x7a\x77\x34\x74\ -\x33\x48\x2f\x4a\x6e\x42\x58\x38\x70\x34\x50\x71\x73\x4b\x37\x57\ -\x4b\x2f\x69\x71\x35\x6a\x6f\x56\x67\x49\x6a\x57\x31\x6f\x75\x71\ -\x4f\x36\x47\x46\x36\x46\x61\x6f\x69\x4e\x54\x31\x36\x4a\x65\x4f\ -\x7a\x67\x74\x65\x30\x72\x78\x2f\x20\x66\x32\x35\x6f\x6a\x53\x4c\ -\x31\x48\x37\x30\x52\x33\x68\x38\x4f\x68\x31\x73\x36\x39\x61\x74\ -\x54\x2f\x4c\x55\x66\x30\x4c\x7a\x79\x2f\x41\x34\x2f\x2b\x37\x41\ -\x70\x6f\x57\x72\x72\x42\x71\x71\x4b\x62\x61\x6b\x5a\x39\x63\x61\ -\x37\x56\x6b\x4b\x74\x6f\x4b\x36\x6c\x57\x48\x46\x6b\x67\x73\x2b\ -\x6a\x56\x4d\x62\x4f\x20\x6f\x39\x37\x4d\x72\x4e\x39\x71\x44\x6e\ -\x69\x43\x71\x51\x33\x74\x72\x47\x42\x61\x42\x4f\x34\x53\x69\x58\ -\x42\x4b\x68\x4e\x72\x33\x2f\x37\x41\x4e\x64\x75\x77\x32\x51\x38\ -\x45\x6d\x75\x4b\x71\x2b\x76\x6e\x38\x64\x57\x67\x36\x30\x6e\x65\ -\x6d\x72\x74\x62\x52\x46\x49\x70\x45\x46\x5a\x58\x56\x2f\x71\x76\ -\x41\x55\x20\x4c\x6d\x2f\x49\x78\x35\x33\x58\x39\x63\x52\x6a\x66\ -\x36\x71\x6f\x32\x36\x2f\x4b\x31\x77\x36\x4b\x78\x61\x62\x79\x42\ -\x6c\x57\x74\x44\x69\x55\x6e\x4c\x49\x52\x44\x30\x74\x47\x6c\x6b\ -\x77\x6b\x76\x7a\x68\x70\x32\x7a\x5a\x44\x51\x79\x4a\x6b\x2b\x53\ -\x37\x64\x75\x71\x57\x68\x39\x46\x69\x65\x52\x53\x48\x53\x72\x20\ -\x38\x6a\x33\x67\x56\x36\x5a\x6a\x33\x69\x48\x39\x67\x2f\x6b\x72\ -\x58\x47\x76\x33\x52\x64\x6e\x58\x57\x6a\x6c\x64\x56\x51\x34\x44\ -\x50\x67\x2b\x53\x46\x74\x47\x76\x62\x5a\x33\x58\x57\x55\x7a\x48\ -\x6f\x6c\x63\x33\x32\x6c\x31\x4e\x68\x67\x55\x64\x38\x6d\x5a\x38\ -\x41\x36\x5a\x38\x59\x56\x65\x4a\x75\x72\x57\x44\x20\x61\x2f\x51\ -\x4c\x65\x44\x4f\x47\x38\x38\x73\x42\x62\x65\x6c\x70\x7a\x4f\x53\ -\x48\x2f\x30\x5a\x74\x43\x6c\x70\x34\x54\x62\x50\x2b\x55\x54\x78\ -\x66\x2b\x69\x37\x56\x70\x36\x51\x67\x6c\x2f\x55\x34\x54\x6b\x73\ -\x4e\x52\x43\x32\x58\x55\x68\x30\x53\x4b\x55\x51\x58\x68\x43\x59\ -\x78\x33\x56\x44\x47\x68\x78\x4d\x4e\x20\x77\x37\x4c\x70\x59\x6a\ -\x55\x45\x42\x61\x6b\x46\x4f\x6c\x73\x6d\x32\x50\x4b\x41\x63\x46\ -\x31\x54\x46\x79\x42\x55\x6b\x57\x2f\x66\x32\x70\x44\x78\x65\x71\ -\x6f\x52\x64\x58\x35\x52\x78\x51\x5a\x30\x67\x74\x78\x77\x77\x75\ -\x6b\x2b\x77\x7a\x73\x4e\x4b\x50\x77\x77\x55\x79\x69\x30\x74\x4f\ -\x73\x59\x61\x7a\x35\x63\x20\x61\x39\x63\x52\x4b\x78\x66\x74\x46\ -\x76\x58\x4b\x53\x57\x41\x44\x6f\x65\x2f\x52\x6f\x4c\x78\x61\x67\ -\x38\x44\x72\x70\x69\x4e\x77\x4f\x54\x38\x59\x75\x45\x62\x67\x6d\ -\x61\x4a\x73\x77\x6e\x41\x66\x38\x46\x58\x51\x6f\x31\x42\x75\x55\ -\x75\x48\x30\x68\x2f\x4c\x35\x4b\x53\x65\x34\x72\x42\x46\x66\x42\ -\x2b\x75\x4b\x20\x42\x6d\x62\x55\x35\x47\x49\x36\x32\x42\x55\x42\ -\x79\x36\x6a\x53\x34\x76\x67\x72\x38\x4c\x73\x4e\x47\x7a\x62\x55\ -\x43\x58\x4e\x42\x72\x62\x77\x59\x57\x47\x41\x77\x48\x36\x6f\x39\ -\x51\x63\x58\x79\x53\x71\x41\x34\x55\x43\x6a\x38\x4d\x56\x73\x6f\ -\x33\x4a\x66\x4a\x46\x79\x2b\x78\x67\x56\x42\x55\x68\x56\x65\x44\ -\x20\x33\x67\x39\x63\x59\x47\x52\x4b\x72\x6f\x71\x67\x34\x74\x65\ -\x65\x38\x4b\x54\x70\x32\x44\x59\x4a\x57\x57\x37\x58\x49\x70\x63\ -\x62\x2f\x67\x65\x31\x34\x72\x6e\x4b\x52\x56\x55\x64\x71\x79\x5a\ 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-\x6d\x63\x48\x43\x72\x35\x67\x47\x77\x62\x70\x4b\x6e\x6d\x34\x6c\ -\x37\x6d\x70\x72\x46\x38\x46\x73\x59\x38\x34\x44\x56\x6a\x79\x79\ -\x2f\x4c\x6e\x55\x20\x6a\x44\x67\x62\x30\x47\x70\x4d\x49\x59\x73\ -\x41\x58\x4c\x45\x6e\x70\x68\x33\x6e\x6b\x42\x58\x78\x79\x4c\x45\ -\x49\x70\x77\x45\x2f\x57\x68\x47\x50\x4a\x31\x4f\x78\x79\x4b\x2f\ -\x54\x73\x65\x69\x67\x73\x57\x50\x66\x43\x46\x58\x30\x31\x35\x6c\ -\x38\x38\x56\x67\x4e\x32\x68\x54\x4b\x4f\x39\x75\x64\x76\x32\x72\ -\x65\x20\x34\x4d\x4d\x59\x6c\x71\x38\x4d\x44\x44\x79\x36\x55\x36\ -\x4a\x30\x73\x77\x6d\x78\x55\x76\x30\x68\x61\x6e\x64\x6c\x32\x35\ -\x61\x57\x5a\x76\x46\x45\x6f\x66\x52\x74\x36\x73\x4d\x31\x75\x53\ -\x67\x52\x69\x54\x79\x72\x63\x66\x31\x67\x59\x66\x6a\x58\x69\x74\ -\x59\x4b\x71\x4b\x76\x54\x54\x75\x53\x44\x7a\x63\x63\x59\x20\x74\ -\x62\x78\x72\x2f\x42\x69\x49\x47\x72\x32\x75\x4f\x52\x76\x4c\x5a\ -\x74\x65\x50\x71\x45\x71\x4e\x32\x42\x73\x4d\x71\x6e\x6e\x58\x39\ -\x72\x77\x50\x52\x64\x37\x59\x38\x4f\x39\x76\x4e\x4b\x38\x50\x6f\ -\x56\x64\x51\x47\x2b\x34\x70\x31\x77\x77\x4d\x62\x4b\x69\x4c\x43\ -\x76\x5a\x47\x6f\x34\x36\x49\x66\x4c\x6a\x36\x20\x63\x6b\x75\x51\ -\x77\x49\x54\x33\x55\x4f\x37\x73\x2b\x42\x4a\x56\x75\x57\x52\x46\ -\x50\x70\x7a\x4c\x6a\x54\x52\x7a\x74\x30\x51\x74\x6e\x38\x65\x37\ -\x37\x37\x66\x5a\x67\x4e\x32\x75\x61\x39\x39\x6c\x36\x48\x43\x76\ -\x70\x76\x71\x51\x61\x49\x51\x4b\x62\x52\x56\x45\x74\x4c\x50\x7a\ -\x58\x72\x77\x4a\x6d\x61\x2b\x4a\x20\x36\x4e\x46\x39\x75\x63\x4b\ -\x2f\x6a\x6c\x6d\x2b\x52\x43\x58\x34\x6a\x46\x51\x38\x65\x6c\x34\ -\x71\x48\x6a\x6c\x39\x2b\x6d\x71\x6b\x34\x31\x36\x53\x34\x34\x73\ -\x34\x77\x58\x4e\x53\x6d\x6a\x76\x4d\x65\x63\x41\x53\x6a\x46\x39\ -\x55\x74\x6b\x47\x58\x43\x58\x4b\x72\x46\x51\x6e\x38\x41\x74\x67\ -\x69\x79\x6c\x55\x59\x20\x37\x71\x74\x59\x54\x67\x58\x6d\x4b\x58\ -\x70\x62\x52\x64\x33\x72\x42\x54\x6b\x4b\x65\x42\x79\x56\x63\x79\ -\x73\x42\x2b\x65\x39\x6b\x4d\x6a\x6b\x76\x6d\x78\x30\x61\x6e\x4c\ -\x4a\x34\x36\x76\x71\x79\x32\x6a\x55\x67\x6c\x56\x59\x78\x2f\x39\ -\x30\x49\x6d\x56\x4c\x70\x5a\x74\x52\x6a\x72\x6f\x76\x71\x65\x35\ -\x74\x72\x20\x54\x4c\x64\x43\x42\x5a\x46\x33\x56\x31\x38\x47\x6a\ -\x4e\x48\x76\x70\x4e\x4d\x48\x54\x42\x42\x68\x4d\x78\x32\x6a\x6c\ -\x77\x42\x35\x41\x45\x55\x2f\x6b\x48\x61\x36\x58\x39\x61\x34\x76\ -\x6c\x51\x71\x62\x54\x46\x69\x58\x38\x36\x34\x34\x65\x63\x79\x69\ -\x33\x74\x7a\x4f\x68\x71\x64\x55\x4b\x76\x51\x34\x4e\x67\x56\x20\ -\x77\x46\x4d\x41\x71\x72\x77\x32\x6d\x65\x78\x4b\x54\x75\x63\x39\ -\x78\x4f\x4e\x64\x42\x39\x65\x35\x64\x38\x71\x44\x41\x2f\x6e\x53\ -\x39\x59\x33\x72\x45\x30\x37\x58\x69\x30\x52\x71\x51\x31\x34\x5a\ -\x30\x6c\x42\x6e\x59\x37\x59\x73\x72\x74\x69\x76\x67\x79\x36\x71\ -\x37\x76\x2f\x35\x76\x6d\x4b\x78\x33\x6c\x61\x55\x20\x69\x6e\x61\ -\x39\x51\x6b\x58\x50\x72\x36\x37\x37\x33\x55\x43\x68\x31\x4b\x4b\ -\x38\x6b\x58\x4b\x36\x33\x34\x42\x55\x70\x57\x61\x55\x7a\x7a\x52\ -\x6d\x5a\x37\x73\x7a\x42\x67\x63\x33\x44\x6f\x6c\x6e\x4e\x54\x63\ -\x52\x79\x6e\x47\x4a\x37\x75\x35\x4a\x5a\x38\x76\x37\x2b\x76\x6f\ -\x65\x37\x38\x38\x56\x34\x76\x32\x35\x20\x77\x70\x76\x37\x42\x6f\ -\x74\x33\x70\x57\x4c\x52\x39\x33\x59\x59\x48\x56\x4c\x6c\x39\x77\ -\x4c\x66\x45\x65\x54\x6e\x64\x6d\x7a\x2b\x75\x75\x51\x30\x53\x4b\ -\x51\x49\x72\x51\x45\x4c\x35\x6f\x66\x73\x57\x4c\x4f\x52\x78\x71\ -\x78\x69\x31\x67\x4e\x57\x61\x76\x6e\x79\x63\x43\x4b\x79\x2f\x4f\ -\x68\x34\x39\x2f\x4c\x7a\x20\x6b\x70\x47\x75\x44\x34\x4f\x32\x54\ -\x72\x33\x44\x50\x55\x30\x4b\x6c\x41\x77\x4f\x44\x6a\x35\x6f\x6a\ -\x52\x34\x44\x66\x46\x68\x55\x7a\x71\x69\x36\x68\x47\x6a\x41\x6b\ -\x41\x63\x4f\x52\x2b\x56\x74\x6d\x58\x7a\x78\x30\x47\x71\x7a\x36\ -\x4c\x4f\x6c\x55\x70\x6d\x55\x50\x31\x52\x44\x37\x2b\x4c\x46\x2b\ -\x36\x6e\x6f\x20\x79\x31\x72\x58\x79\x4a\x38\x7a\x78\x59\x32\x37\ -\x33\x53\x78\x52\x4d\x77\x7a\x57\x6d\x2b\x59\x57\x77\x76\x4e\x44\ -\x30\x70\x4a\x4a\x5a\x76\x4f\x6c\x6e\x34\x74\x51\x59\x79\x63\x2f\ -\x77\x34\x37\x4e\x2f\x32\x6c\x6a\x6e\x53\x4f\x54\x32\x66\x79\x59\ -\x43\x47\x64\x57\x65\x56\x65\x69\x63\x46\x30\x36\x47\x70\x35\x51\ -\x20\x4f\x4f\x2f\x50\x6a\x7a\x79\x41\x6d\x68\x63\x77\x62\x67\x43\ -\x52\x55\x4c\x46\x2f\x37\x6f\x6d\x47\x36\x77\x37\x4e\x67\x34\x4d\ -\x62\x68\x78\x52\x71\x7a\x62\x67\x64\x70\x6d\x4b\x75\x5a\x65\x70\ -\x37\x53\x51\x4a\x57\x50\x6b\x74\x31\x5a\x6c\x61\x4e\x66\x49\x51\ -\x47\x47\x6b\x45\x38\x33\x6e\x57\x77\x51\x62\x35\x4e\x20\x72\x65\ -\x56\x48\x37\x64\x73\x61\x5a\x5a\x69\x54\x54\x76\x66\x48\x71\x61\ -\x6c\x36\x4b\x41\x39\x71\x71\x4c\x4d\x2b\x37\x45\x30\x37\x34\x55\ -\x4d\x51\x71\x54\x35\x77\x74\x47\x51\x71\x39\x6c\x55\x30\x44\x58\ -\x57\x71\x68\x4e\x68\x50\x34\x5a\x32\x67\x75\x47\x43\x73\x76\x5a\ -\x72\x6e\x37\x67\x5a\x42\x2f\x4e\x72\x56\x20\x42\x48\x48\x39\x66\ -\x51\x37\x48\x59\x51\x46\x53\x38\x65\x67\x33\x52\x66\x67\x59\x30\ -\x4b\x48\x77\x62\x5a\x43\x33\x56\x31\x38\x76\x43\x46\x68\x2b\x4f\ -\x5a\x57\x31\x6e\x69\x76\x42\x57\x2f\x42\x6d\x71\x35\x75\x57\x79\ -\x34\x75\x6d\x2b\x52\x5a\x6d\x42\x44\x76\x64\x67\x52\x2b\x50\x78\ -\x77\x2b\x51\x79\x74\x59\x6b\x20\x4b\x6b\x6b\x78\x6b\x6b\x52\x4a\ -\x34\x67\x32\x35\x6b\x75\x72\x39\x66\x38\x72\x5a\x4f\x30\x45\x2f\ -\x4e\x56\x42\x61\x2f\x2b\x35\x32\x32\x36\x52\x6a\x7a\x6c\x72\x51\ -\x67\x31\x48\x57\x49\x79\x78\x58\x34\x5a\x58\x5a\x58\x50\x48\x48\ -\x4b\x78\x77\x6e\x57\x68\x47\x2b\x6a\x50\x4c\x42\x54\x4b\x48\x51\ -\x74\x6c\x45\x35\x20\x33\x68\x31\x2b\x6f\x77\x67\x74\x64\x53\x6f\ -\x52\x65\x65\x31\x41\x63\x64\x66\x30\x6a\x6d\x30\x76\x30\x6b\x37\ -\x6b\x46\x6b\x56\x50\x41\x4d\x61\x73\x6c\x65\x63\x4d\x6c\x6b\x70\ -\x2f\x62\x31\x79\x66\x54\x43\x62\x6e\x47\x58\x66\x30\x7a\x36\x72\ -\x55\x2b\x67\x2b\x2f\x6e\x79\x30\x4d\x76\x5a\x71\x47\x34\x4e\x41\ -\x54\x20\x44\x5a\x2f\x59\x34\x43\x51\x39\x68\x75\x6f\x62\x73\x38\ -\x58\x68\x43\x57\x71\x71\x69\x55\x6a\x6b\x63\x47\x50\x30\x4e\x31\ -\x41\x33\x71\x56\x42\x55\x72\x71\x6d\x59\x77\x4d\x65\x71\x35\x67\ -\x59\x6d\x35\x58\x54\x39\x46\x75\x54\x35\x31\x66\x56\x66\x79\x78\ -\x61\x47\x4c\x6d\x41\x53\x5a\x59\x75\x6b\x30\x2f\x58\x42\x20\x75\ -\x6b\x43\x64\x38\x71\x64\x73\x63\x65\x6a\x34\x32\x6a\x57\x6c\x48\ -\x4f\x64\x51\x63\x48\x38\x4a\x4f\x4e\x35\x36\x75\x54\x70\x62\x4c\ -\x4e\x58\x72\x6a\x43\x6d\x6e\x36\x31\x4b\x51\x54\x31\x56\x66\x56\ -\x6b\x43\x50\x71\x66\x61\x36\x30\x52\x75\x4e\x4f\x71\x36\x34\x66\ -\x38\x41\x54\x4e\x39\x79\x69\x32\x42\x4f\x62\x20\x72\x64\x4a\x58\ -\x72\x6c\x7a\x5a\x73\x65\x58\x78\x54\x62\x66\x55\x31\x46\x70\x56\ -\x35\x47\x79\x66\x6e\x73\x4c\x64\x48\x5a\x4b\x49\x68\x42\x38\x47\ -\x6d\x71\x57\x43\x63\x6f\x4f\x6c\x6b\x53\x52\x74\x46\x45\x58\x53\ -\x73\x64\x69\x52\x69\x4c\x30\x4c\x65\x4e\x69\x34\x6e\x4e\x69\x59\ -\x6d\x66\x62\x47\x49\x69\x2b\x78\x20\x49\x6a\x65\x68\x2b\x72\x70\ -\x4d\x76\x76\x52\x66\x37\x53\x34\x67\x47\x51\x6e\x2f\x56\x71\x47\ -\x5a\x73\x46\x30\x47\x31\x67\x6e\x30\x57\x79\x45\x6a\x4b\x76\x31\ -\x59\x2b\x6f\x30\x78\x6d\x51\x55\x48\x48\x4a\x43\x64\x36\x55\x6d\ -\x73\x4b\x51\x4e\x57\x4f\x6e\x33\x41\x49\x68\x30\x4e\x4a\x56\x55\ -\x6c\x61\x5a\x57\x6b\x20\x4d\x61\x53\x73\x6b\x68\x52\x49\x34\x76\ -\x33\x35\x61\x54\x39\x76\x46\x77\x7a\x36\x77\x6d\x78\x70\x66\x55\ -\x75\x66\x56\x2f\x30\x61\x48\x4f\x64\x41\x52\x4e\x63\x42\x39\x36\ -\x41\x73\x51\x62\x79\x47\x61\x59\x57\x4d\x71\x50\x37\x59\x42\x4c\ -\x69\x2b\x4a\x68\x50\x62\x44\x76\x48\x49\x38\x74\x75\x6b\x74\x61\ -\x66\x75\x20\x69\x57\x30\x75\x33\x52\x4f\x4e\x4b\x48\x64\x66\x39\ -\x4d\x61\x37\x56\x72\x70\x57\x31\x67\x43\x64\x51\x44\x61\x67\x35\ -\x72\x6a\x47\x47\x78\x41\x38\x32\x57\x67\x33\x4b\x48\x38\x47\x44\ -\x67\x52\x51\x2b\x4d\x47\x53\x38\x4e\x42\x72\x47\x76\x57\x69\x30\ 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-\x67\x58\x51\x4a\x2b\x58\x79\x5a\x55\x6d\x62\x4c\x63\x61\x67\x72\ -\x6c\x34\x64\x46\x54\x52\x20\x2f\x38\x7a\x6d\x53\x6d\x32\x70\x45\ -\x6f\x6e\x75\x38\x48\x76\x78\x73\x72\x4c\x70\x77\x67\x49\x46\x6f\ -\x42\x2f\x49\x69\x4e\x4a\x76\x6a\x66\x53\x72\x6c\x59\x79\x45\x51\ -\x76\x32\x35\x58\x47\x36\x37\x70\x62\x59\x6e\x44\x56\x6a\x4a\x53\ -\x4e\x65\x48\x46\x58\x30\x62\x31\x64\x61\x46\x57\x63\x53\x6f\x61\ -\x30\x49\x48\x20\x74\x4a\x4e\x43\x37\x6f\x6c\x48\x58\x36\x33\x4b\ -\x74\x31\x56\x34\x74\x61\x68\x63\x6a\x6e\x41\x39\x79\x6b\x4c\x51\ -\x31\x7a\x4d\x75\x43\x2f\x50\x44\x54\x4c\x37\x6f\x4e\x39\x7a\x30\ -\x6a\x68\x45\x4f\x4c\x36\x38\x45\x47\x4b\x4a\x31\x36\x50\x4c\x31\ -\x77\x64\x4c\x49\x4c\x68\x63\x6d\x32\x78\x36\x6b\x59\x39\x32\x58\ -\x20\x71\x50\x4a\x5a\x41\x49\x46\x2f\x56\x49\x77\x39\x76\x62\x6e\ -\x41\x37\x47\x55\x65\x39\x76\x64\x41\x74\x66\x34\x6b\x64\x34\x72\ -\x6c\x6c\x59\x32\x69\x69\x4f\x6c\x49\x35\x43\x51\x31\x2f\x4b\x52\ 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-\x33\x67\x75\x79\x46\x6d\x47\x39\x71\x6a\x78\x75\x30\x47\x63\x72\ -\x2b\x44\x57\x63\x62\x30\x44\x6b\x44\x36\x72\x32\x48\x36\x4b\x79\ -\x48\x78\x36\x33\x5a\x30\x65\x66\x6f\x46\x75\x42\x48\x4d\x68\x6d\ -\x52\x44\x30\x53\x73\x4d\x6f\x2b\x6f\x41\x63\x78\x77\x36\x55\x46\ -\x20\x67\x65\x74\x47\x31\x62\x79\x74\x57\x43\x77\x2b\x41\x76\x43\ -\x73\x67\x77\x36\x4b\x50\x4c\x72\x6c\x38\x64\x65\x4b\x63\x6d\x47\ -\x6a\x6d\x51\x63\x71\x31\x32\x69\x6f\x34\x35\x32\x37\x4d\x35\x74\ -\x39\x65\x35\x43\x4f\x52\x4f\x49\x75\x62\x6f\x73\x33\x70\x73\x4b\ -\x56\x75\x64\x4c\x49\x70\x4e\x49\x7a\x4b\x31\x65\x75\x20\x37\x4e\ -\x6a\x36\x78\x4b\x4f\x66\x42\x43\x36\x6b\x2b\x6a\x74\x51\x2b\x49\ -\x73\x52\x2b\x58\x54\x2f\x59\x4d\x47\x58\x79\x54\x34\x5a\x76\x49\ -\x6d\x32\x53\x67\x71\x74\x70\x44\x41\x6b\x55\x64\x4b\x6f\x4a\x42\ -\x48\x53\x65\x48\x56\x74\x50\x32\x76\x37\x37\x59\x51\x65\x34\x32\ -\x64\x76\x35\x68\x2b\x77\x4a\x69\x2b\x75\x20\x6a\x65\x45\x78\x58\ 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-\x58\x43\x65\x66\x33\x7a\x6a\x6c\x20\x41\x78\x79\x38\x70\x75\x67\ -\x46\x78\x68\x78\x6c\x73\x63\x63\x42\x78\x79\x45\x63\x44\x63\x77\ -\x4c\x62\x52\x31\x62\x39\x4e\x44\x47\x6a\x64\x4e\x77\x4d\x64\x6f\ -\x78\x4f\x49\x36\x7a\x4f\x45\x53\x6c\x31\x31\x72\x74\x56\x62\x52\ -\x58\x52\x41\x35\x45\x4f\x51\x56\x6f\x62\x75\x72\x2f\x72\x38\x48\ -\x53\x53\x49\x73\x63\x20\x6b\x72\x2b\x52\x71\x6f\x67\x66\x38\x2f\ -\x55\x65\x35\x6a\x70\x59\x4f\x63\x36\x4c\x46\x4c\x30\x41\x43\x42\ -\x71\x33\x38\x71\x65\x65\x57\x50\x52\x57\x46\x57\x34\x31\x48\x56\ -\x74\x76\x62\x33\x6f\x36\x74\x49\x55\x71\x4a\x2f\x6f\x73\x76\x76\ -\x56\x70\x46\x71\x77\x34\x61\x4f\x6e\x53\x68\x57\x4f\x59\x79\x35\ -\x6b\x59\x20\x72\x43\x79\x77\x42\x70\x57\x2f\x71\x65\x67\x36\x68\ -\x56\x7a\x41\x79\x41\x5a\x62\x59\x57\x4d\x48\x62\x4e\x77\x57\x44\ -\x45\x37\x5a\x53\x32\x61\x30\x63\x70\x78\x34\x4f\x75\x45\x42\x41\ -\x42\x47\x2b\x59\x6a\x6f\x58\x76\x74\x31\x58\x46\x6d\x59\x4b\x56\ -\x44\x2f\x7a\x6a\x2f\x54\x45\x77\x6a\x2b\x31\x61\x6e\x34\x43\x20\ -\x4e\x46\x71\x6f\x44\x79\x4a\x38\x48\x79\x57\x4f\x6b\x6b\x53\x49\ -\x34\x76\x55\x64\x74\x69\x68\x48\x2b\x45\x42\x56\x39\x62\x55\x44\ -\x78\x65\x48\x64\x51\x73\x74\x73\x4e\x6d\x45\x74\x76\x7a\x43\x47\ -\x35\x6f\x41\x6c\x78\x67\x32\x63\x41\x72\x37\x36\x56\x51\x41\x6b\ -\x45\x74\x33\x2f\x47\x6c\x44\x35\x64\x35\x54\x6e\x20\x41\x30\x64\ -\x5a\x62\x46\x33\x33\x54\x4b\x43\x6b\x63\x50\x76\x59\x76\x6d\x59\ -\x42\x47\x36\x64\x6a\x75\x37\x5a\x6a\x4b\x42\x51\x4b\x6d\x34\x43\ -\x37\x71\x6e\x2f\x65\x64\x55\x58\x43\x31\x39\x4c\x71\x71\x2b\x43\ -\x62\x4c\x62\x59\x45\x72\x49\x4f\x57\x4c\x74\x31\x33\x47\x37\x51\ -\x30\x74\x43\x72\x38\x76\x58\x6e\x5a\x20\x62\x43\x49\x64\x69\x35\ -\x78\x64\x6c\x62\x58\x6f\x41\x50\x6b\x48\x71\x6a\x45\x56\x33\x6f\ -\x6e\x79\x54\x6a\x73\x36\x33\x30\x33\x48\x6f\x76\x65\x6f\x79\x4b\ -\x32\x6f\x76\x64\x6c\x50\x71\x37\x75\x47\x61\x44\x54\x71\x6f\x42\ -\x55\x66\x68\x55\x61\x5a\x30\x75\x35\x6f\x54\x38\x4a\x42\x53\x35\ -\x66\x75\x4f\x7a\x59\x2f\x20\x39\x4f\x73\x47\x4b\x2f\x75\x74\x4b\ -\x4a\x38\x4c\x75\x50\x72\x46\x48\x61\x6b\x64\x31\x75\x44\x52\x49\ -\x2f\x52\x62\x31\x49\x49\x56\x66\x44\x47\x54\x48\x35\x72\x53\x52\ -\x58\x73\x71\x39\x4f\x64\x48\x48\x6c\x67\x52\x69\x52\x78\x62\x4e\ -\x76\x70\x62\x78\x6d\x2f\x4f\x4f\x42\x72\x34\x55\x62\x4d\x61\x70\ -\x75\x4d\x34\x20\x38\x7a\x75\x74\x58\x61\x6f\x42\x44\x61\x4f\x36\ -\x58\x44\x31\x72\x2b\x66\x6b\x71\x4a\x41\x55\x35\x47\x6a\x67\x42\ -\x36\x42\x43\x52\x61\x39\x4f\x78\x37\x6d\x66\x61\x51\x4f\x64\x37\ -\x6e\x69\x34\x31\x4b\x7a\x2f\x6b\x68\x34\x66\x76\x54\x6b\x54\x43\ -\x6a\x39\x44\x71\x36\x50\x30\x43\x32\x67\x53\x73\x67\x4a\x58\x6e\ -\x20\x41\x72\x56\x4a\x6d\x67\x46\x46\x62\x30\x66\x6c\x64\x73\x48\ -\x63\x33\x75\x2b\x6a\x61\x6a\x46\x58\x55\x4f\x51\x68\x61\x65\x57\ -\x39\x72\x73\x41\x62\x41\x55\x35\x59\x30\x52\x4b\x77\x74\x6e\x61\ -\x59\x51\x38\x57\x33\x7a\x55\x4b\x6e\x4a\x47\x62\x4f\x46\x48\x70\ -\x69\x30\x66\x4d\x56\x76\x6f\x42\x48\x59\x2f\x69\x63\x20\x69\x48\ -\x36\x70\x50\x31\x2f\x38\x61\x6d\x2b\x38\x36\x32\x43\x72\x67\x65\ -\x4f\x41\x34\x34\x48\x6a\x52\x66\x56\x53\x34\x4e\x6e\x55\x5a\x59\ -\x42\x62\x45\x62\x44\x6c\x31\x55\x6a\x72\x79\x4e\x63\x59\x6e\x6c\ -\x59\x42\x61\x32\x78\x2b\x78\x7a\x64\x52\x72\x51\x57\x72\x4c\x46\ -\x5a\x65\x4e\x42\x4d\x57\x56\x61\x37\x59\x20\x4c\x31\x43\x56\x34\ -\x6c\x48\x34\x61\x62\x59\x77\x39\x49\x34\x70\x64\x70\x6b\x32\x31\ -\x70\x56\x4b\x47\x33\x75\x37\x75\x6c\x37\x6f\x42\x75\x56\x75\x50\ -\x50\x31\x32\x41\x66\x63\x44\x77\x4d\x73\x62\x74\x36\x74\x6d\x5a\ -\x66\x6e\x71\x58\x77\x73\x53\x69\x61\x58\x64\x78\x67\x31\x39\x47\ -\x6a\x68\x58\x6c\x62\x65\x4c\x20\x4f\x33\x71\x6b\x34\x7a\x67\x76\ -\x72\x6a\x37\x4e\x6e\x34\x35\x51\x38\x57\x62\x4e\x6d\x31\x56\x50\ -\x56\x72\x66\x62\x53\x64\x54\x63\x72\x70\x36\x55\x2b\x7a\x57\x5a\ 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-\x6e\x2b\x68\x30\x4f\x63\x4e\x2f\x58\x53\x6e\x35\x4d\x56\x6e\x47\ -\x67\x45\x43\x76\x6e\x32\x38\x46\x53\x6f\x48\x4e\x53\x2f\x7a\x43\ -\x56\x6a\x71\x70\x79\x4a\x59\x6e\x4d\x31\x43\x20\x58\x41\x32\x39\ -\x30\x61\x69\x6a\x6c\x68\x75\x41\x44\x2f\x59\x50\x46\x6d\x38\x78\ -\x42\x6b\x39\x31\x55\x76\x6e\x34\x77\x6f\x37\x67\x35\x6c\x51\x38\ -\x65\x6b\x66\x61\x69\x58\x77\x69\x48\x59\x38\x2b\x48\x7a\x77\x46\ -\x7a\x4b\x6c\x61\x63\x67\x53\x4f\x38\x6c\x6e\x38\x52\x37\x62\x44\ -\x61\x48\x56\x33\x52\x69\x49\x53\x20\x4f\x56\x79\x45\x61\x69\x4f\ -\x76\x50\x47\x59\x44\x38\x75\x4a\x47\x53\x5a\x61\x64\x51\x2b\x44\ -\x6a\x56\x43\x64\x6d\x52\x50\x58\x43\x48\x57\x6d\x6c\x6d\x41\x36\ -\x79\x68\x65\x47\x37\x55\x4b\x6b\x31\x62\x5a\x75\x41\x72\x51\x61\ -\x65\x37\x63\x52\x41\x6f\x66\x52\x4a\x30\x43\x39\x37\x72\x2f\x54\ -\x5a\x70\x72\x4b\x74\x20\x70\x59\x33\x6c\x36\x51\x49\x52\x38\x65\ -\x56\x63\x61\x59\x43\x56\x37\x66\x5a\x54\x75\x45\x32\x51\x77\x39\ -\x6e\x31\x4a\x73\x70\x31\x4c\x4f\x6b\x75\x39\x55\x4d\x72\x46\x31\ -\x49\x77\x42\x7a\x59\x76\x38\x37\x6c\x6f\x6e\x77\x78\x4c\x61\x44\ -\x47\x78\x6e\x41\x31\x59\x49\x35\x39\x43\x47\x59\x37\x6e\x69\x39\ -\x35\x30\x20\x70\x75\x70\x78\x77\x4d\x4d\x69\x58\x49\x42\x79\x75\ -\x79\x6a\x50\x52\x65\x51\x79\x6c\x47\x6d\x6c\x73\x35\x46\x49\x5a\ -\x49\x46\x43\x79\x39\x4e\x61\x6c\x44\x2f\x50\x37\x4a\x58\x76\x4d\ -\x68\x69\x76\x76\x63\x55\x6a\x68\x41\x70\x63\x4e\x44\x67\x34\x39\ -\x4f\x41\x55\x2b\x30\x77\x4c\x71\x58\x6a\x6b\x42\x59\x4a\x57\x20\ -\x4a\x79\x76\x6b\x7a\x6b\x78\x78\x32\x45\x39\x65\x5a\x4d\x59\x67\ -\x79\x69\x63\x5a\x66\x34\x69\x63\x48\x5a\x74\x61\x75\x74\x63\x58\ -\x69\x63\x4c\x77\x4f\x36\x69\x61\x56\x69\x6a\x79\x7a\x70\x54\x54\ -\x35\x66\x66\x41\x32\x75\x4f\x78\x70\x47\x74\x6b\x44\x58\x34\x57\ -\x58\x4b\x70\x54\x71\x49\x44\x4b\x48\x34\x48\x39\x20\x30\x74\x46\ -\x6f\x57\x2b\x65\x64\x75\x55\x53\x56\x75\x4e\x33\x43\x4c\x51\x4e\ -\x74\x69\x55\x55\x74\x41\x55\x75\x68\x35\x59\x31\x49\x31\x66\x4a\ -\x38\x4e\x75\x48\x4a\x57\x2b\x6a\x4c\x52\x62\x6a\x75\x31\x72\x6f\ -\x6b\x72\x68\x79\x6a\x6f\x72\x2f\x70\x7a\x78\x57\x2f\x43\x6e\x49\ -\x74\x73\x41\x58\x68\x76\x5a\x6c\x38\x20\x63\x56\x72\x53\x76\x42\ -\x33\x69\x48\x6f\x6f\x76\x57\x39\x2f\x4f\x36\x51\x54\x43\x62\x43\ -\x45\x5a\x37\x58\x34\x54\x36\x4c\x4f\x72\x4c\x33\x2b\x53\x4b\x5a\ -\x52\x6d\x52\x49\x39\x2b\x35\x62\x4a\x6c\x2b\x32\x43\x31\x7a\x71\ -\x59\x57\x30\x65\x76\x62\x62\x54\x38\x54\x79\x4a\x52\x4b\x4f\x5a\ -\x53\x2f\x56\x46\x38\x47\x20\x41\x37\x61\x79\x51\x32\x61\x64\x74\ -\x30\x4c\x46\x42\x73\x72\x6e\x34\x4d\x6b\x4b\x42\x78\x53\x35\x39\ -\x75\x6b\x34\x4e\x46\x79\x7a\x68\x6a\x4c\x4b\x58\x53\x30\x72\x42\ -\x4e\x2b\x57\x6c\x76\x70\x71\x6c\x64\x2b\x42\x66\x45\x46\x55\x36\ -\x7a\x50\x6b\x76\x56\x31\x64\x79\x36\x71\x32\x58\x62\x73\x73\x36\ -\x78\x4a\x2f\x20\x53\x37\x4d\x57\x56\x33\x69\x2f\x43\x32\x79\x64\ -\x49\x56\x53\x5a\x39\x51\x78\x72\x6e\x6a\x46\x52\x49\x4b\x68\x53\ -\x6e\x34\x30\x55\x30\x50\x30\x45\x47\x51\x4b\x51\x7a\x76\x4c\x4e\ -\x70\x75\x77\x6d\x4d\x37\x6e\x69\x4a\x35\x6a\x6d\x63\x45\x35\x56\ -\x2f\x50\x76\x65\x4b\x72\x52\x74\x42\x64\x6f\x54\x30\x42\x4f\x4a\ -\x20\x78\x45\x53\x6f\x53\x61\x35\x73\x4e\x47\x58\x72\x4a\x2f\x75\ -\x38\x33\x65\x6a\x74\x37\x65\x33\x63\x30\x68\x6e\x38\x4c\x36\x70\ -\x74\x47\x77\x42\x57\x2b\x63\x64\x4d\x48\x48\x74\x4b\x47\x4f\x70\ -\x6d\x45\x38\x4c\x6b\x4c\x74\x52\x54\x59\x58\x42\x77\x34\x78\x44\ -\x69\x75\x59\x6f\x4c\x72\x48\x79\x36\x44\x67\x33\x46\x20\x74\x46\ -\x72\x4a\x6f\x2b\x30\x44\x56\x6e\x2b\x68\x30\x4a\x66\x4a\x46\x39\ -\x38\x78\x61\x73\x7a\x47\x56\x43\x78\x36\x52\x64\x71\x4a\x44\x74\ -\x68\x51\x59\x4c\x30\x47\x4a\x4a\x65\x4f\x6f\x6a\x70\x35\x2b\x41\ -\x41\x41\x49\x41\x42\x4a\x52\x45\x46\x55\x52\x54\x65\x6c\x6e\x63\ -\x67\x6e\x56\x71\x31\x61\x35\x57\x2f\x7a\x20\x4e\x6f\x74\x51\x6a\ -\x34\x7a\x65\x74\x45\x78\x62\x53\x4e\x41\x54\x41\x6c\x62\x45\x63\ -\x32\x52\x70\x65\x52\x71\x70\x74\x42\x35\x73\x70\x68\x48\x61\x74\ -\x6d\x30\x59\x4b\x41\x76\x36\x59\x6f\x43\x65\x6e\x76\x41\x79\x41\ -\x46\x57\x76\x68\x74\x4c\x66\x50\x37\x4a\x2b\x2b\x36\x66\x6e\x31\ -\x59\x2f\x4c\x4d\x54\x79\x77\x20\x59\x61\x5a\x71\x50\x4c\x73\x47\ -\x34\x58\x42\x34\x6f\x54\x56\x63\x54\x37\x57\x6e\x54\x6b\x55\x75\ -\x62\x68\x5a\x41\x33\x42\x48\x30\x78\x72\x74\x57\x75\x74\x75\x65\ -\x75\x68\x4e\x66\x76\x38\x61\x35\x67\x49\x36\x54\x48\x71\x58\x75\ -\x57\x37\x68\x44\x71\x4d\x72\x4d\x66\x41\x32\x38\x6f\x57\x45\x36\ -\x48\x6a\x6c\x32\x20\x35\x36\x35\x74\x39\x34\x4d\x71\x66\x76\x70\ -\x76\x69\x39\x74\x5a\x67\x49\x48\x58\x70\x74\x4d\x68\x2f\x49\x2f\ -\x41\x2b\x36\x74\x63\x74\x33\x74\x51\x62\x73\x47\x54\x36\x4c\x6c\ -\x73\x38\x2f\x72\x68\x4c\x37\x54\x62\x66\x31\x61\x67\x66\x6a\x46\ -\x47\x32\x67\x65\x73\x44\x69\x6e\x37\x74\x6e\x55\x49\x64\x71\x66\ -\x70\x20\x2b\x6c\x50\x68\x6f\x59\x30\x62\x6e\x30\x44\x34\x6b\x61\ -\x71\x38\x4d\x52\x32\x4c\x44\x75\x74\x59\x63\x4a\x31\x33\x62\x73\ -\x35\x4f\x78\x53\x4e\x66\x53\x6a\x6e\x4f\x47\x39\x4b\x78\x32\x42\ -\x48\x62\x6d\x64\x37\x37\x7a\x48\x6a\x4b\x48\x70\x31\x64\x4a\x53\ -\x4b\x52\x5a\x79\x30\x49\x79\x52\x33\x31\x6f\x61\x44\x49\x20\x39\ -\x54\x73\x72\x52\x74\x66\x62\x75\x33\x69\x2f\x74\x4e\x50\x31\x53\ -\x64\x66\x4b\x50\x55\x41\x72\x61\x56\x6a\x39\x50\x73\x65\x5a\x68\ -\x2b\x6f\x45\x58\x74\x45\x4f\x31\x62\x41\x61\x73\x61\x56\x73\x4c\ -\x38\x45\x72\x5a\x77\x54\x55\x36\x6f\x31\x70\x4a\x39\x77\x32\x2b\ -\x39\x6a\x6a\x49\x4f\x71\x62\x2b\x57\x72\x5a\x20\x74\x41\x33\x32\ -\x32\x78\x35\x2f\x39\x42\x7a\x51\x35\x77\x6e\x38\x4f\x4f\x68\x71\ -\x64\x79\x5a\x66\x58\x4a\x55\x70\x46\x4a\x38\x2f\x70\x75\x4b\x41\ -\x2f\x42\x61\x34\x49\x4a\x58\x71\x62\x68\x6d\x4f\x7a\x53\x37\x55\ -\x70\x34\x62\x46\x38\x6d\x62\x44\x6c\x51\x6b\x42\x79\x32\x4a\x38\ -\x41\x35\x61\x78\x67\x57\x6e\x52\x20\x2f\x58\x63\x57\x6f\x53\x32\ -\x6a\x46\x77\x6e\x79\x47\x64\x41\x37\x6b\x4c\x70\x39\x2b\x52\x4a\ -\x52\x75\x56\x68\x45\x76\x77\x37\x32\x62\x38\x59\x74\x50\x35\x47\ -\x4f\x52\x65\x39\x50\x78\x36\x50\x66\x54\x63\x56\x69\x7a\x57\x4a\ -\x38\x7a\x57\x69\x5a\x38\x56\x54\x52\x50\x62\x4a\x2b\x46\x59\x2f\ -\x48\x44\x30\x67\x35\x20\x33\x64\x38\x31\x52\x75\x38\x47\x4f\x64\ -\x52\x62\x71\x6e\x32\x75\x42\x46\x73\x4d\x4b\x61\x61\x4c\x52\x43\ -\x4b\x63\x53\x6b\x57\x37\x50\x2b\x70\x75\x6d\x35\x65\x72\x43\x75\ -\x7a\x35\x32\x6b\x59\x4a\x2b\x4d\x68\x4b\x7a\x7a\x79\x71\x4a\x4e\ -\x41\x61\x35\x6a\x6d\x4f\x4d\x36\x32\x2b\x73\x38\x6b\x77\x4d\x6a\ -\x4c\x79\x20\x6c\x47\x76\x30\x54\x4f\x41\x4a\x59\x4b\x6c\x69\x62\ -\x6b\x6e\x46\x49\x69\x66\x76\x31\x45\x58\x75\x52\x70\x67\x33\x61\ -\x68\x2f\x41\x68\x32\x5a\x69\x56\x4e\x72\x4f\x46\x43\x4a\x36\x4e\ -\x50\x44\x55\x71\x4d\x72\x35\x6a\x59\x4b\x4e\x68\x55\x4a\x68\x71\ -\x2b\x4a\x2b\x46\x44\x43\x34\x5a\x71\x72\x66\x31\x6f\x78\x43\x20\ -\x78\x54\x64\x67\x4d\x54\x72\x36\x2b\x49\x53\x59\x5a\x43\x61\x2b\ -\x30\x43\x69\x74\x73\x49\x73\x6a\x51\x33\x4d\x53\x73\x42\x37\x61\ -\x75\x50\x47\x4a\x2f\x6e\x7a\x68\x30\x6b\x79\x2b\x64\x43\x5a\x57\ -\x2f\x77\x72\x79\x65\x43\x5a\x66\x6a\x4a\x69\x79\x75\x31\x78\x46\ -\x54\x78\x62\x56\x64\x34\x76\x79\x41\x31\x58\x4b\x20\x4b\x47\x63\ -\x68\x64\x74\x4b\x6e\x51\x44\x4b\x35\x2f\x2f\x37\x34\x4e\x74\x6c\ -\x71\x69\x35\x50\x75\x6e\x6f\x42\x41\x70\x58\x49\x73\x38\x43\x72\ -\x47\x76\x37\x4d\x78\x71\x34\x46\x58\x62\x77\x2f\x56\x49\x4a\x30\ -\x2b\x59\x46\x48\x53\x36\x54\x34\x6c\x46\x65\x32\x2b\x49\x75\x56\ -\x30\x33\x57\x46\x63\x30\x34\x2f\x77\x20\x76\x67\x59\x42\x76\x78\ -\x72\x75\x56\x61\x53\x2f\x2f\x6b\x6f\x34\x4e\x68\x57\x4a\x6e\x4c\ -\x37\x54\x62\x36\x49\x4e\x65\x6d\x4c\x68\x5a\x39\x41\x6b\x76\x78\ -\x76\x51\x53\x6e\x4f\x44\x37\x33\x59\x6a\x6c\x78\x76\x2b\x42\x31\ -\x62\x4f\x78\x56\x4d\x53\x57\x59\x72\x71\x72\x31\x4f\x78\x79\x4c\ -\x66\x53\x30\x61\x35\x54\x20\x65\x36\x50\x52\x75\x57\x34\x55\x6e\ -\x31\x46\x55\x71\x55\x59\x44\x7a\x63\x74\x56\x57\x75\x76\x51\x6a\ -\x62\x41\x71\x6e\x53\x43\x75\x58\x32\x74\x61\x51\x41\x4e\x65\x52\ -\x34\x4f\x71\x66\x39\x76\x65\x4c\x4d\x45\x61\x66\x4b\x56\x2f\x78\ -\x4a\x33\x6f\x73\x44\x58\x68\x6f\x71\x7a\x53\x35\x63\x4d\x34\x33\ -\x62\x41\x72\x20\x39\x4b\x49\x45\x4e\x69\x6d\x36\x41\x41\x68\x55\ -\x61\x31\x65\x2f\x71\x2f\x37\x56\x45\x46\x69\x35\x63\x6d\x58\x41\ -\x63\x7a\x48\x79\x32\x62\x38\x79\x62\x34\x58\x36\x63\x42\x79\x4e\ -\x6d\x42\x5a\x2f\x74\x54\x30\x42\x43\x38\x72\x6c\x50\x32\x7a\x70\ -\x44\x4a\x52\x41\x61\x6b\x4f\x6c\x44\x69\x50\x32\x6a\x70\x54\x54\ -\x20\x2f\x62\x44\x43\x2f\x61\x49\x79\x4c\x4d\x4a\x47\x56\x52\x30\ -\x56\x55\x63\x2b\x36\x53\x57\x52\x2f\x71\x2b\x77\x6e\x6e\x6f\x4c\ -\x44\x51\x54\x72\x47\x63\x6f\x39\x55\x56\x66\x39\x50\x41\x32\x51\ -\x49\x64\x46\x2f\x41\x5a\x67\x74\x44\x7a\x30\x70\x46\x75\x33\x36\ -\x47\x79\x4c\x68\x2b\x75\x4e\x46\x76\x39\x38\x54\x43\x20\x78\x2f\ -\x58\x6e\x52\x78\x36\x59\x36\x66\x65\x57\x54\x43\x62\x33\x74\x35\ -\x57\x78\x36\x30\x41\x6e\x50\x6b\x43\x4e\x6e\x41\x2f\x38\x77\x58\ -\x2b\x76\x36\x53\x4e\x62\x4b\x76\x30\x69\x35\x58\x51\x64\x4c\x38\ -\x68\x50\x46\x61\x4b\x6f\x76\x6b\x5a\x46\x58\x75\x4e\x69\x53\x54\ -\x6e\x64\x32\x34\x43\x38\x69\x46\x79\x5a\x20\x79\x5a\x63\x6d\x62\ -\x57\x76\x5a\x58\x61\x48\x49\x4f\x6b\x46\x54\x45\x35\x63\x52\x6e\ -\x32\x4b\x33\x2b\x30\x42\x66\x6e\x58\x61\x63\x63\x7a\x4f\x46\x77\ -\x76\x64\x72\x43\x78\x33\x48\x57\x57\x7a\x52\x6a\x77\x45\x59\x43\ -\x62\x62\x4f\x51\x4d\x34\x69\x56\x44\x73\x32\x4e\x66\x6a\x6c\x31\ -\x6d\x47\x61\x6b\x6f\x34\x4a\x20\x41\x55\x75\x51\x46\x68\x74\x30\ -\x59\x46\x62\x49\x67\x75\x33\x67\x4f\x4d\x35\x69\x4e\x58\x6f\x55\ -\x69\x6b\x6c\x48\x6f\x7a\x30\x48\x64\x48\x56\x6c\x31\x36\x78\x5a\ -\x30\x78\x77\x30\x33\x62\x56\x72\x31\x30\x34\x36\x57\x36\x68\x57\ -\x6d\x38\x58\x36\x41\x62\x42\x6c\x33\x53\x4d\x44\x31\x74\x6f\x4e\ -\x47\x35\x35\x4d\x20\x52\x72\x76\x65\x4b\x38\x4b\x33\x6d\x6c\x59\ -\x64\x4b\x48\x41\x67\x55\x67\x33\x50\x41\x6c\x6f\x4c\x52\x74\x70\ -\x57\x74\x48\x38\x7a\x48\x76\x66\x6c\x6d\x61\x4c\x36\x77\x30\x78\ -\x78\x36\x4e\x79\x55\x45\x37\x6d\x58\x36\x73\x32\x75\x49\x6b\x38\ -\x32\x37\x58\x75\x41\x31\x63\x43\x66\x30\x6b\x37\x33\x57\x7a\x4b\ -\x46\x20\x6f\x65\x2b\x33\x48\x4b\x30\x4b\x78\x33\x48\x6d\x68\x39\ -\x51\x39\x43\x2b\x46\x6c\x4b\x76\x4b\x44\x71\x67\x72\x71\x70\x45\ -\x6a\x48\x75\x6f\x2b\x67\x4d\x76\x70\x74\x50\x37\x34\x63\x79\x71\ -\x74\x54\x73\x65\x36\x49\x57\x48\x50\x6c\x7a\x73\x72\x45\x5a\x41\ -\x76\x44\x64\x36\x32\x49\x52\x4a\x35\x5a\x4e\x76\x6f\x78\x20\x34\ -\x41\x32\x4d\x5a\x36\x72\x7a\x67\x41\x4f\x78\x34\x6a\x73\x6b\x32\ -\x64\x30\x68\x61\x45\x75\x37\x6b\x69\x42\x74\x41\x31\x61\x67\x63\ -\x2b\x76\x58\x37\x65\x6a\x38\x64\x79\x4c\x36\x6e\x56\x51\x73\x38\ -\x69\x70\x42\x4d\x6b\x41\x4d\x39\x44\x68\x67\x45\x65\x68\x31\x66\ -\x62\x6e\x63\x32\x74\x6d\x36\x5a\x6a\x38\x55\x20\x69\x38\x56\x48\ -\x45\x70\x47\x77\x53\x78\x4d\x4e\x53\x5a\x45\x4a\x2f\x5a\x4c\x4e\ -\x61\x5a\x2b\x66\x33\x4d\x65\x63\x39\x6d\x4f\x6c\x45\x38\x36\x35\ -\x41\x70\x39\x54\x79\x7a\x42\x67\x4d\x44\x79\x30\x65\x66\x31\x77\ -\x4a\x52\x32\x4c\x44\x6f\x4c\x30\x69\x39\x68\x42\x56\x48\x4a\x57\ -\x47\x46\x51\x54\x75\x6e\x36\x79\x20\x4a\x6c\x63\x56\x6a\x61\x41\ -\x74\x50\x31\x66\x64\x64\x2b\x6e\x53\x41\x69\x4e\x37\x70\x76\x44\ -\x6b\x51\x48\x48\x34\x32\x2b\x6c\x6f\x5a\x48\x58\x64\x66\x38\x2f\ -\x44\x33\x30\x48\x44\x49\x4e\x32\x30\x78\x71\x63\x4b\x79\x41\x62\ -\x51\x5a\x63\x41\x54\x4b\x46\x63\x4c\x45\x6c\x58\x52\x38\x30\x58\ -\x31\x50\x4e\x54\x63\x20\x72\x30\x59\x48\x4c\x57\x59\x7a\x54\x55\ -\x6f\x63\x34\x6b\x73\x64\x30\x55\x55\x4b\x33\x30\x73\x35\x33\x5a\ -\x63\x69\x2b\x6c\x30\x52\x38\x31\x65\x44\x33\x61\x77\x56\x73\x38\ -\x67\x61\x54\x51\x50\x48\x67\x58\x30\x46\x34\x68\x6d\x54\x69\x4f\ -\x70\x4c\x55\x6b\x37\x6b\x48\x63\x41\x33\x42\x48\x50\x62\x2f\x45\ -\x57\x4c\x20\x42\x74\x65\x75\x58\x56\x75\x4f\x78\x57\x4c\x64\x41\ -\x64\x79\x6a\x55\x44\x31\x50\x6c\x5a\x66\x53\x6a\x76\x2b\x6a\x6e\ -\x4b\x52\x69\x54\x30\x6f\x35\x33\x57\x74\x55\x2b\x58\x6f\x5a\x38\ -\x35\x4f\x61\x61\x4e\x2f\x32\x59\x6c\x32\x70\x74\x44\x48\x56\x33\ -\x66\x31\x78\x43\x58\x4a\x45\x67\x36\x73\x51\x49\x48\x2f\x4e\x20\ -\x46\x49\x75\x33\x37\x4d\x67\x78\x64\x7a\x6c\x45\x63\x36\x33\x33\ -\x75\x62\x59\x4e\x57\x48\x31\x39\x6d\x78\x37\x76\x6a\x58\x65\x64\ -\x5a\x44\x56\x77\x6e\x53\x43\x4e\x52\x4e\x50\x48\x42\x44\x36\x32\ -\x2f\x2f\x4c\x75\x79\x35\x6c\x61\x5a\x6d\x34\x32\x73\x49\x6d\x6d\ -\x6a\x45\x71\x62\x6b\x71\x69\x4a\x41\x55\x74\x31\x20\x55\x58\x4f\ -\x6a\x73\x49\x7a\x37\x30\x38\x30\x71\x44\x6b\x6f\x6b\x55\x6d\x56\ -\x31\x76\x79\x4c\x77\x66\x4a\x52\x4c\x56\x44\x6c\x66\x68\x50\x74\ -\x56\x39\x46\x62\x55\x78\x41\x55\x62\x52\x58\x6d\x6d\x49\x69\x63\ -\x44\x69\x4d\x4b\x57\x72\x56\x74\x2f\x4f\x75\x6b\x42\x72\x55\x52\ -\x39\x30\x6f\x76\x68\x6d\x62\x59\x64\x20\x6d\x6d\x75\x59\x2b\x51\ -\x73\x75\x63\x4c\x63\x39\x47\x57\x75\x77\x31\x39\x71\x67\x77\x58\ -\x6c\x48\x55\x78\x6e\x39\x70\x73\x41\x35\x49\x53\x76\x4c\x4b\x75\ -\x49\x2b\x52\x38\x58\x38\x51\x70\x41\x50\x5a\x41\x71\x6c\x4b\x31\ -\x4e\x4f\x39\x79\x44\x49\x59\x39\x6c\x69\x36\x66\x33\x70\x57\x4e\ -\x65\x46\x71\x4a\x7a\x66\x20\x37\x68\x79\x78\x57\x43\x79\x43\x56\ -\x70\x6f\x70\x49\x61\x4f\x4d\x4b\x37\x59\x65\x68\x73\x70\x68\x71\ -\x6f\x71\x4c\x67\x47\x6b\x63\x65\x6a\x63\x50\x77\x2f\x58\x5a\x77\ -\x4c\x4d\x56\x6c\x79\x32\x50\x62\x53\x4c\x6c\x64\x49\x4f\x32\x70\ -\x76\x35\x34\x4e\x32\x74\x7a\x6b\x56\x30\x5a\x44\x38\x4b\x72\x52\ -\x46\x6a\x56\x20\x67\x56\x36\x56\x63\x72\x70\x2f\x72\x2f\x41\x62\ -\x67\x37\x30\x6c\x55\x78\x6a\x78\x4c\x54\x77\x33\x49\x5a\x42\x30\ -\x77\x6b\x63\x59\x4d\x65\x65\x72\x63\x6c\x35\x56\x37\x61\x47\x47\ -\x62\x51\x46\x6a\x58\x7a\x2b\x4e\x59\x2b\x79\x57\x45\x45\x7a\x4f\ -\x70\x2f\x53\x78\x4a\x42\x77\x4f\x4c\x32\x7a\x6e\x42\x4e\x57\x58\ -\x20\x47\x2f\x34\x48\x38\x4d\x79\x30\x34\x78\x77\x6f\x78\x74\x31\ -\x50\x43\x47\x31\x62\x74\x47\x7a\x5a\x75\x6a\x56\x72\x31\x70\x54\ -\x4a\x2b\x35\x64\x5a\x35\x67\x43\x50\x30\x42\x53\x77\x70\x4e\x32\ -\x51\x45\x4a\x48\x39\x57\x77\x36\x68\x4d\x75\x74\x44\x77\x6f\x4d\ -\x53\x69\x56\x51\x46\x39\x77\x45\x52\x67\x71\x4a\x36\x20\x64\x6c\ -\x2b\x75\x65\x48\x30\x36\x46\x6e\x32\x62\x77\x44\x32\x5a\x4a\x75\ -\x75\x68\x33\x74\x37\x46\x2b\x39\x6e\x52\x68\x53\x74\x55\x62\x4c\ -\x4b\x74\x4e\x5a\x65\x52\x70\x57\x6a\x4c\x46\x37\x6c\x48\x44\x67\ -\x63\x62\x30\x64\x66\x58\x4e\x78\x71\x4a\x52\x46\x37\x63\x47\x64\ -\x43\x66\x6f\x5a\x77\x45\x6e\x43\x79\x56\x20\x30\x64\x73\x55\x65\ -\x52\x4b\x55\x79\x72\x79\x74\x5a\x53\x72\x7a\x48\x38\x55\x71\x37\ -\x4a\x42\x41\x6e\x69\x34\x4d\x61\x6d\x55\x74\x56\x59\x57\x47\x2b\ -\x6c\x4c\x52\x43\x77\x52\x78\x55\x4b\x34\x41\x71\x51\x37\x50\x74\ -\x52\x33\x42\x4d\x49\x73\x6e\x6c\x2b\x73\x33\x4b\x74\x32\x47\x6b\ -\x6b\x56\x59\x44\x69\x77\x52\x20\x35\x52\x4c\x46\x33\x49\x4c\x59\ -\x43\x5a\x51\x54\x55\x66\x4d\x43\x4e\x58\x6f\x65\x71\x71\x39\x70\ -\x75\x4a\x49\x51\x63\x49\x72\x41\x4b\x59\x6f\x68\x35\x58\x52\x76\ -\x41\x65\x30\x44\x79\x51\x49\x62\x51\x62\x65\x71\x53\x46\x6d\x55\ -\x68\x59\x68\x30\x59\x72\x55\x48\x6b\x55\x4e\x41\x46\x37\x58\x65\ -\x44\x71\x44\x49\x20\x75\x2f\x74\x79\x51\x33\x4d\x36\x2f\x4a\x6c\ -\x4a\x36\x43\x54\x33\x39\x49\x4a\x41\x77\x47\x45\x61\x48\x53\x70\ -\x6d\x33\x72\x79\x63\x4f\x2f\x72\x55\x55\x51\x62\x33\x6b\x4d\x33\ -\x72\x68\x34\x35\x4b\x4a\x69\x4e\x2f\x47\x52\x67\x6f\x37\x61\x4b\ -\x4a\x4b\x64\x6e\x59\x2f\x4e\x78\x51\x37\x49\x51\x68\x59\x58\x4d\ -\x71\x20\x33\x6d\x4a\x41\x6f\x4d\x4b\x73\x2b\x2f\x55\x39\x4e\x44\ -\x69\x59\x42\x62\x31\x48\x56\x56\x2f\x57\x6c\x79\x74\x65\x58\x7a\ -\x33\x76\x65\x74\x56\x57\x31\x63\x79\x2b\x76\x6b\x32\x50\x5a\x2f\ -\x4c\x35\x75\x39\x73\x35\x35\x41\x43\x67\x36\x6a\x63\x6c\x37\x6d\ -\x73\x64\x74\x4b\x65\x68\x56\x43\x70\x74\x43\x58\x51\x75\x20\x50\ -\x4b\x33\x42\x35\x66\x6d\x6f\x57\x74\x2b\x66\x61\x71\x6a\x4f\x55\ -\x37\x4f\x6f\x4c\x30\x32\x68\x47\x63\x61\x6f\x53\x63\x59\x69\x4c\ -\x77\x47\x4e\x34\x54\x33\x45\x57\x68\x39\x63\x56\x6a\x70\x46\x37\ -\x63\x2f\x77\x54\x76\x4c\x58\x78\x65\x48\x53\x51\x6c\x53\x75\x42\ -\x6b\x39\x32\x42\x75\x57\x6a\x55\x47\x65\x71\x20\x2f\x79\x52\x62\ -\x47\x4f\x6f\x52\x30\x52\x72\x37\x2f\x6d\x2f\x41\x65\x59\x4a\x2b\ -\x73\x72\x72\x39\x46\x37\x4c\x46\x6f\x59\x4e\x42\x37\x67\x54\x51\ -\x67\x44\x79\x67\x71\x71\x31\x69\x67\x4a\x31\x62\x37\x73\x37\x6d\ -\x53\x36\x2b\x76\x76\x6e\x72\x45\x6e\x31\x7a\x49\x67\x69\x72\x4e\ -\x34\x79\x58\x41\x36\x30\x48\x65\x20\x57\x72\x58\x31\x65\x68\x4f\ -\x71\x72\x2f\x47\x73\x36\x58\x55\x52\x38\x44\x6a\x65\x54\x4f\x45\ -\x34\x68\x49\x38\x50\x46\x45\x6f\x74\x68\x67\x35\x37\x45\x6c\x78\ -\x78\x66\x54\x6d\x53\x4c\x75\x55\x70\x5a\x61\x68\x37\x59\x70\x47\ -\x58\x32\x6d\x31\x62\x63\x34\x4b\x35\x58\x65\x47\x2f\x51\x4b\x34\ -\x31\x72\x6a\x79\x59\x20\x64\x71\x4c\x58\x68\x38\x50\x68\x36\x59\ -\x67\x6d\x7a\x6a\x44\x30\x73\x65\x59\x6c\x42\x70\x6b\x51\x41\x35\ -\x71\x4b\x37\x69\x78\x73\x66\x67\x69\x4a\x36\x4a\x77\x4d\x6f\x56\ -\x77\x4a\x76\x57\x42\x67\x63\x4c\x77\x65\x4a\x63\x70\x53\x68\x4d\ -\x50\x54\x38\x65\x67\x2f\x55\x54\x5a\x55\x6f\x2b\x2b\x77\x77\x6b\ -\x59\x52\x20\x48\x68\x48\x56\x34\x66\x37\x32\x68\x45\x6b\x2f\x30\ -\x34\x4e\x70\x71\x35\x54\x75\x37\x71\x69\x71\x66\x56\x36\x51\x64\ -\x69\x4b\x33\x4b\x33\x77\x47\x31\x47\x4d\x33\x6c\x34\x4d\x50\x71\ -\x61\x64\x47\x30\x52\x62\x57\x6d\x4b\x42\x78\x50\x5a\x36\x61\x4b\ -\x6d\x38\x55\x74\x43\x32\x66\x53\x34\x52\x50\x56\x78\x76\x50\x20\ -\x51\x58\x52\x30\x7a\x52\x72\x4b\x53\x55\x63\x66\x46\x38\x43\x49\ -\x33\x70\x77\x70\x44\x46\x2b\x54\x6a\x6e\x56\x64\x71\x43\x72\x48\ -\x49\x58\x6f\x6e\x6f\x49\x69\x35\x48\x31\x55\x55\x48\x68\x34\x6f\ -\x44\x48\x30\x76\x37\x55\x54\x4f\x38\x52\x74\x35\x43\x57\x77\x31\ -\x78\x6c\x53\x73\x66\x38\x65\x56\x43\x31\x4a\x47\x20\x39\x63\x46\ -\x73\x63\x65\x68\x35\x53\x61\x66\x37\x50\x38\x54\x54\x53\x73\x73\ -\x4a\x50\x46\x6e\x74\x66\x57\x30\x4f\x7a\x47\x4e\x34\x33\x2f\x56\ -\x53\x30\x4b\x75\x4d\x4e\x54\x2b\x30\x68\x6e\x4e\x41\x47\x39\x71\ -\x58\x35\x4e\x50\x5a\x66\x4f\x6c\x39\x55\x33\x31\x4f\x75\x7a\x75\ -\x73\x44\x57\x30\x4f\x2b\x48\x78\x75\x20\x78\x6e\x38\x43\x72\x59\ -\x37\x65\x61\x50\x53\x35\x46\x6e\x36\x43\x34\x4b\x4c\x38\x4e\x2b\ -\x6a\x64\x61\x73\x78\x43\x72\x4a\x34\x6b\x77\x6c\x6b\x4c\x4f\x6f\ -\x49\x75\x38\x4f\x2f\x74\x6a\x6a\x48\x54\x45\x48\x42\x62\x43\x67\ -\x70\x4e\x61\x72\x4e\x54\x4e\x6a\x74\x61\x5a\x55\x35\x6b\x68\x48\ -\x32\x4b\x35\x38\x73\x46\x20\x48\x6b\x46\x6c\x76\x63\x41\x53\x52\ -\x4a\x38\x50\x58\x43\x44\x77\x66\x70\x54\x50\x4b\x39\x4a\x69\x6d\ -\x74\x6b\x49\x47\x62\x65\x43\x47\x6c\x38\x6d\x73\x79\x66\x39\x75\ -\x71\x75\x51\x4b\x5a\x53\x75\x57\x7a\x42\x61\x58\x71\x48\x6f\x68\ -\x34\x45\x6e\x76\x57\x78\x43\x54\x77\x4d\x51\x75\x43\x44\x6c\x64\ -\x50\x38\x64\x20\x36\x41\x4b\x4e\x4a\x70\x33\x75\x36\x30\x44\x65\ -\x41\x43\x43\x71\x4e\x36\x6a\x52\x47\x6b\x32\x6b\x36\x54\x36\x51\ -\x78\x34\x42\x76\x49\x76\x4a\x43\x71\x41\x73\x64\x37\x71\x73\x71\ -\x56\x65\x6b\x57\x30\x31\x62\x4e\x55\x36\x6f\x71\x41\x74\x62\x71\ -\x50\x67\x42\x47\x32\x6a\x38\x6f\x58\x47\x76\x33\x56\x57\x79\x72\ -\x20\x5a\x2b\x54\x59\x2f\x4e\x2f\x30\x78\x4c\x74\x58\x4e\x51\x34\ -\x39\x61\x30\x4d\x67\x45\x62\x30\x79\x55\x78\x68\x61\x43\x56\x34\ -\x2f\x6e\x57\x74\x73\x44\x38\x69\x6e\x76\x61\x30\x43\x52\x77\x72\ -\x69\x47\x63\x32\x71\x5a\x4b\x33\x52\x7a\x7a\x63\x45\x4b\x78\x66\ -\x6b\x34\x6d\x79\x68\x39\x4b\x35\x32\x31\x37\x53\x6e\x20\x6f\x4c\ -\x75\x37\x31\x4a\x4b\x56\x41\x43\x6a\x53\x6c\x6e\x53\x72\x68\x72\ -\x63\x44\x6f\x74\x69\x54\x4d\x6f\x58\x69\x36\x5a\x6c\x43\x36\x66\ -\x4a\x73\x72\x76\x43\x75\x62\x4b\x46\x34\x4a\x4d\x6f\x76\x42\x56\ -\x36\x65\x54\x43\x61\x37\x32\x68\x31\x6a\x70\x71\x48\x77\x5a\x4f\ -\x73\x79\x6e\x66\x41\x37\x6e\x6a\x4a\x67\x20\x53\x62\x31\x65\x4d\ -\x65\x64\x59\x70\x4f\x69\x74\x6d\x58\x7a\x68\x75\x50\x35\x38\x38\ -\x65\x42\x4d\x72\x72\x68\x66\x30\x4e\x56\x6c\x65\x45\x2f\x57\x36\ -\x36\x33\x4b\x43\x39\x76\x74\x72\x4e\x42\x4d\x68\x6b\x52\x56\x6e\ -\x6a\x59\x5a\x56\x69\x50\x57\x62\x74\x6a\x77\x35\x45\x42\x68\x2b\ -\x48\x49\x4e\x56\x67\x35\x45\x20\x39\x49\x4d\x4e\x70\x4d\x2f\x39\ -\x38\x56\x70\x74\x4f\x6f\x44\x46\x41\x6d\x63\x33\x7a\x49\x34\x31\ -\x71\x31\x67\x38\x43\x6e\x78\x50\x34\x47\x56\x6c\x54\x48\x65\x32\ -\x4d\x50\x53\x47\x62\x4c\x37\x30\x32\x7a\x4b\x42\x46\x77\x47\x2f\ -\x71\x57\x35\x54\x72\x55\x66\x5a\x57\x47\x39\x58\x56\x38\x75\x51\ -\x77\x36\x71\x5a\x20\x55\x4e\x4d\x79\x71\x67\x45\x41\x61\x36\x56\ -\x74\x51\x64\x73\x67\x31\x36\x6e\x58\x37\x4f\x77\x4b\x2b\x71\x6e\ -\x78\x4e\x66\x6f\x63\x61\x7a\x31\x46\x41\x68\x45\x57\x72\x34\x68\ -\x45\x6c\x67\x5a\x30\x59\x73\x61\x76\x6e\x69\x6b\x72\x75\x64\x78\ -\x49\x52\x71\x6f\x7a\x32\x6b\x4a\x5a\x56\x62\x54\x61\x5a\x38\x6e\ -\x6e\x20\x47\x4e\x64\x45\x79\x34\x75\x61\x46\x32\x59\x4c\x70\x53\ -\x2b\x33\x75\x35\x34\x39\x43\x56\x57\x4f\x5a\x4b\x74\x2f\x6e\x32\ -\x69\x6e\x7a\x2b\x5a\x31\x57\x43\x45\x47\x33\x4f\x74\x6a\x49\x75\ -\x49\x61\x30\x61\x38\x44\x68\x6b\x70\x6c\x6a\x74\x74\x7a\x57\x74\ -\x4e\x76\x61\x52\x6f\x53\x54\x69\x4e\x67\x36\x61\x36\x79\x20\x39\ -\x57\x37\x35\x45\x74\x61\x56\x53\x68\x73\x56\x76\x55\x72\x68\x75\ -\x43\x58\x68\x38\x46\x53\x53\x7a\x53\x30\x5a\x6c\x6d\x4b\x66\x64\ -\x68\x6c\x57\x49\x77\x59\x47\x4e\x67\x78\x6e\x38\x38\x4e\x58\x44\ -\x42\x52\x4b\x42\x79\x49\x63\x44\x33\x77\x4e\x35\x48\x36\x38\x32\ -\x5a\x66\x61\x30\x32\x73\x4c\x4d\x41\x6a\x79\x20\x56\x30\x52\x2b\ -\x4c\x4d\x6f\x6c\x78\x73\x6f\x78\x43\x78\x59\x74\x44\x6d\x63\x4c\ -\x51\x2b\x64\x6c\x43\x6b\x4d\x2f\x62\x57\x52\x41\x46\x77\x71\x46\ -\x72\x51\x73\x57\x4c\x58\x34\x4a\x38\x49\x33\x78\x4d\x38\x6d\x68\ -\x62\x6c\x41\x79\x41\x71\x63\x31\x6e\x74\x2b\x30\x4f\x50\x57\x30\ -\x38\x6b\x70\x71\x53\x43\x61\x58\x20\x64\x58\x6c\x30\x44\x4b\x42\ -\x57\x4d\x78\x4f\x39\x50\x46\x4d\x59\x66\x6a\x65\x69\x2f\x77\x2f\ -\x71\x6d\x62\x30\x42\x55\x44\x69\x34\x62\x43\x69\x70\x79\x4c\x55\ -\x41\x56\x75\x56\x35\x79\x56\x6a\x6b\x70\x56\x4c\x4e\x4a\x4a\x4b\ -\x78\x37\x68\x63\x71\x6e\x70\x36\x39\x45\x76\x67\x6a\x79\x6e\x73\ -\x62\x54\x6d\x65\x42\x20\x62\x30\x6a\x48\x74\x6b\x4f\x65\x6a\x72\ -\x5a\x66\x2b\x44\x41\x75\x56\x55\x33\x62\x33\x37\x59\x6f\x6a\x31\ -\x4b\x74\x57\x61\x64\x69\x6b\x5a\x50\x54\x73\x65\x69\x6d\x48\x73\ -\x66\x70\x42\x62\x44\x56\x32\x56\x70\x6a\x37\x42\x79\x72\x4e\x76\ -\x67\x6d\x46\x42\x4f\x47\x68\x4e\x4f\x67\x33\x38\x73\x75\x30\x68\ -\x4c\x53\x20\x4a\x30\x44\x4f\x53\x63\x65\x69\x35\x77\x44\x58\x49\ -\x4a\x4a\x54\x37\x46\x6f\x72\x6f\x65\x38\x48\x62\x4f\x58\x54\x6d\ -\x7a\x59\x4d\x72\x57\x59\x69\x38\x37\x30\x5a\x4c\x56\x2b\x59\x45\ -\x58\x6c\x61\x42\x36\x77\x47\x61\x44\x59\x2f\x64\x44\x76\x6a\x52\ -\x66\x43\x70\x55\x5a\x71\x63\x64\x31\x4f\x6c\x67\x72\x77\x78\x20\ -\x46\x65\x33\x36\x48\x53\x4b\x66\x78\x57\x50\x4f\x37\x77\x4d\x38\ -\x41\x30\x42\x56\x33\x70\x78\x30\x75\x70\x59\x72\x32\x67\x75\x67\ -\x74\x63\x39\x65\x41\x76\x76\x56\x48\x70\x71\x70\x31\x50\x49\x77\ -\x59\x35\x70\x41\x51\x4f\x43\x4e\x56\x49\x4c\x76\x59\x76\x77\x37\ -\x55\x6b\x47\x75\x79\x4f\x53\x48\x72\x67\x44\x49\x20\x35\x6f\x63\ -\x2f\x6d\x34\x35\x45\x72\x73\x66\x59\x69\x30\x42\x65\x4e\x57\x36\ -\x4d\x71\x69\x45\x38\x46\x78\x30\x45\x7a\x6b\x62\x31\x37\x4e\x6f\ -\x31\x69\x76\x4b\x62\x38\x51\x64\x30\x76\x64\x58\x49\x42\x57\x34\ -\x4d\x47\x50\x31\x77\x58\x32\x35\x34\x6a\x35\x30\x4a\x33\x42\x46\ -\x49\x30\x31\x43\x71\x42\x59\x62\x2f\x20\x78\x50\x4b\x4c\x64\x4e\ -\x78\x35\x74\x36\x68\x39\x53\x4f\x45\x41\x56\x33\x56\x70\x4d\x68\ -\x70\x64\x71\x76\x42\x70\x67\x63\x33\x7a\x74\x35\x5a\x33\x75\x56\ -\x43\x41\x4e\x6b\x30\x45\x54\x68\x6d\x77\x46\x4c\x30\x30\x45\x51\ -\x6b\x66\x43\x76\x7a\x4b\x4e\x5a\x56\x66\x46\x77\x71\x50\x7a\x42\ -\x46\x4a\x51\x2b\x59\x44\x20\x39\x31\x4e\x72\x4d\x31\x41\x39\x46\ -\x54\x57\x46\x77\x63\x4c\x67\x55\x44\x6f\x57\x52\x54\x41\x48\x30\ -\x7a\x35\x67\x74\x55\x42\x31\x6c\x77\x31\x76\x6e\x78\x62\x49\x46\ -\x6f\x64\x2f\x37\x44\x6a\x4f\x4c\x30\x4c\x59\x63\x30\x54\x30\x6f\ -\x6f\x62\x68\x35\x57\x47\x43\x6a\x50\x66\x39\x71\x58\x77\x32\x36\ -\x58\x52\x66\x20\x57\x47\x32\x74\x51\x6b\x51\x76\x70\x42\x79\x34\ -\x73\x43\x48\x66\x71\x6b\x39\x56\x4b\x39\x77\x68\x77\x6e\x73\x79\ -\x2b\x64\x4b\x45\x34\x46\x6f\x31\x48\x37\x67\x4d\x65\x45\x38\x36\ -\x31\x6e\x55\x45\x56\x6f\x35\x56\x49\x34\x65\x68\x2b\x6b\x79\x51\ -\x67\x79\x65\x68\x56\x46\x52\x51\x48\x67\x61\x39\x44\x2f\x6a\x56\ -\x20\x47\x49\x46\x66\x37\x69\x6a\x4a\x39\x4f\x6b\x4f\x6c\x2b\x41\ -\x39\x51\x53\x71\x33\x71\x2b\x71\x56\x69\x72\x67\x41\x41\x5a\x48\ -\x39\x56\x57\x77\x61\x5a\x48\x2f\x51\x38\x39\x5a\x75\x32\x4e\x42\ -\x53\x55\x35\x6f\x4e\x52\x4b\x50\x52\x4a\x55\x47\x74\x76\x45\x54\ -\x51\x59\x31\x73\x6d\x2f\x57\x43\x2f\x78\x74\x66\x54\x20\x61\x58\ -\x42\x63\x67\x47\x64\x78\x66\x6b\x62\x41\x42\x6a\x55\x52\x36\x62\ -\x6f\x58\x30\x56\x2b\x44\x2f\x76\x64\x67\x63\x66\x31\x64\x7a\x4a\ -\x34\x32\x65\x67\x69\x52\x36\x37\x42\x36\x51\x62\x56\x79\x73\x71\ -\x2b\x49\x66\x57\x4d\x71\x46\x71\x30\x47\x73\x4f\x30\x66\x33\x67\ -\x6e\x61\x51\x74\x76\x59\x69\x2b\x31\x44\x20\x64\x62\x6a\x34\x54\ -\x65\x43\x62\x53\x53\x66\x38\x62\x43\x50\x6d\x33\x31\x55\x35\x6f\ -\x53\x6d\x49\x64\x41\x71\x54\x61\x34\x73\x72\x30\x6d\x39\x45\x66\ -\x2b\x64\x61\x38\x35\x33\x42\x59\x76\x45\x76\x6b\x32\x31\x58\x32\ -\x7a\x79\x54\x48\x2f\x34\x62\x48\x6a\x57\x69\x42\x75\x6e\x74\x36\ -\x6c\x70\x61\x37\x70\x53\x6c\x20\x51\x57\x57\x42\x57\x35\x47\x6e\ -\x4e\x4f\x53\x4f\x37\x72\x50\x50\x30\x75\x4b\x65\x54\x67\x79\x65\ -\x4b\x78\x69\x74\x48\x4b\x4f\x51\x41\x74\x61\x42\x50\x49\x48\x71\ -\x59\x79\x35\x73\x4e\x6c\x5a\x75\x4e\x67\x48\x33\x30\x43\x71\x78\ -\x64\x4e\x5a\x51\x44\x56\x4a\x6e\x4b\x48\x4b\x57\x61\x4f\x56\x45\ -\x49\x44\x52\x4a\x20\x6f\x58\x4e\x79\x57\x6f\x4e\x4f\x7a\x66\x59\ -\x56\x30\x47\x65\x68\x50\x41\x76\x6b\x76\x56\x56\x76\x74\x4e\x2b\ -\x67\x2b\x6d\x73\x33\x30\x50\x48\x72\x47\x62\x5a\x56\x57\x6c\x41\ -\x39\x6f\x36\x44\x45\x45\x58\x70\x42\x35\x67\x6b\x63\x42\x34\x78\ -\x30\x57\x50\x6e\x5a\x44\x4a\x35\x72\x4c\x33\x59\x41\x41\x34\x57\ -\x52\x20\x76\x77\x4a\x2f\x42\x55\x67\x35\x6b\x54\x76\x78\x4c\x4e\ -\x66\x41\x73\x31\x32\x62\x70\x37\x43\x6b\x49\x58\x42\x74\x45\x35\ -\x48\x58\x6c\x51\x6e\x63\x6c\x73\x2f\x76\x64\x4e\x2b\x48\x56\x68\ -\x76\x69\x6d\x77\x51\x64\x39\x38\x79\x57\x71\x31\x32\x42\x4b\x6f\ -\x2b\x78\x50\x5a\x64\x78\x68\x68\x47\x4a\x52\x4a\x59\x47\x20\x31\ -\x54\x30\x44\x6f\x52\x61\x6b\x67\x6a\x35\x2b\x68\x4d\x32\x59\x6b\ -\x45\x6b\x33\x5a\x56\x6a\x79\x2b\x48\x5a\x32\x4b\x43\x77\x42\x7a\ -\x6b\x58\x6b\x33\x49\x41\x74\x75\x34\x6c\x49\x2b\x43\x35\x52\x66\ -\x71\x46\x69\x66\x7a\x4e\x59\x32\x6e\x41\x76\x4f\x39\x6a\x75\x73\ -\x47\x72\x56\x71\x74\x44\x6d\x39\x63\x4f\x67\x20\x2b\x68\x6a\x6f\ -\x65\x6b\x52\x4f\x46\x66\x69\x35\x69\x50\x73\x65\x56\x77\x4d\x76\ -\x43\x6d\x42\x75\x2b\x6d\x63\x78\x76\x7a\x66\x56\x33\x30\x31\x51\ -\x62\x65\x55\x35\x73\x76\x72\x79\x30\x63\x43\x38\x68\x53\x2f\x75\ -\x36\x2b\x73\x62\x54\x55\x57\x37\x7a\x30\x50\x34\x44\x6f\x43\x6f\ -\x33\x70\x51\x70\x44\x50\x31\x67\x20\x46\x31\x37\x6d\x58\x6b\x77\ -\x54\x50\x54\x33\x68\x35\x59\x79\x46\x4c\x70\x32\x33\x62\x66\x54\ -\x79\x6e\x52\x30\x57\x39\x6e\x5a\x31\x4c\x52\x73\x54\x50\x55\x4f\ -\x45\x6c\x34\x4f\x37\x47\x70\x6e\x57\x71\x47\x35\x53\x54\x4e\x67\ -\x35\x49\x4a\x58\x58\x57\x77\x4b\x6e\x57\x75\x57\x55\x61\x69\x61\ -\x7a\x50\x51\x58\x33\x20\x41\x50\x42\x63\x46\x5a\x34\x4c\x35\x75\ -\x4f\x4a\x79\x50\x49\x43\x79\x47\x38\x45\x2f\x65\x56\x54\x5a\x62\ -\x31\x35\x77\x33\x61\x38\x38\x63\x32\x62\x4e\x39\x66\x54\x77\x4b\ -\x41\x45\x58\x2b\x6c\x61\x75\x79\x4a\x57\x4b\x4e\x78\x38\x71\x7a\ -\x63\x62\x4d\x6a\x66\x36\x34\x6e\x73\x78\x62\x51\x54\x56\x66\x52\ -\x6e\x6a\x20\x42\x66\x51\x66\x31\x79\x33\x73\x52\x56\x35\x52\x65\ -\x32\x5a\x5a\x49\x39\x2f\x61\x4a\x52\x65\x33\x46\x39\x4e\x47\x4b\ -\x72\x55\x38\x4c\x4a\x58\x51\x5a\x54\x72\x47\x6d\x30\x41\x58\x62\ -\x4e\x31\x33\x33\x34\x2b\x79\x59\x66\x74\x4e\x77\x33\x76\x43\x34\ -\x65\x56\x75\x55\x4d\x39\x55\x6c\x62\x50\x4b\x36\x47\x72\x78\x20\ -\x4e\x59\x4b\x5a\x45\x68\x75\x42\x47\x77\x30\x36\x49\x51\x75\x63\ -\x45\x4c\x41\x79\x78\x59\x33\x72\x67\x48\x58\x41\x35\x38\x50\x68\ -\x38\x4d\x4c\x35\x41\x55\x35\x53\x4f\x42\x58\x30\x52\x58\x37\x36\ -\x79\x75\x30\x68\x44\x76\x41\x47\x52\x64\x36\x77\x49\x43\x52\x6a\ -\x79\x55\x6a\x34\x4e\x6f\x52\x66\x56\x38\x54\x2b\x20\x64\x36\x47\ -\x77\x6f\x61\x30\x74\x64\x69\x61\x54\x65\x53\x49\x64\x69\x7a\x34\ -\x6c\x79\x4d\x48\x72\x63\x72\x6c\x72\x67\x45\x78\x2f\x75\x78\x33\ -\x38\x38\x52\x68\x4e\x58\x43\x7a\x64\x79\x65\x69\x2b\x46\x35\x4e\ -\x41\x39\x4d\x57\x31\x58\x46\x72\x52\x36\x38\x41\x54\x43\x39\x51\ -\x78\x50\x62\x6d\x36\x63\x47\x53\x67\x20\x4d\x48\x54\x7a\x4c\x72\ -\x75\x2b\x70\x7a\x39\x61\x5a\x77\x53\x6c\x74\x63\x32\x6c\x45\x63\ -\x6c\x6b\x73\x71\x76\x44\x32\x67\x55\x41\x46\x64\x63\x4e\x49\x76\ -\x70\x61\x4b\x6e\x49\x78\x48\x6f\x31\x67\x6f\x38\x4c\x48\x73\x70\ -\x6c\x4d\x32\x32\x4e\x4d\x4f\x4e\x36\x79\x5a\x56\x31\x30\x79\x42\ -\x6d\x71\x63\x6c\x59\x46\x20\x6a\x6b\x64\x6c\x52\x34\x4c\x55\x42\ -\x68\x46\x75\x74\x4d\x72\x31\x75\x64\x4c\x49\x48\x2f\x43\x70\x6a\ -\x30\x2f\x36\x41\x36\x34\x32\x46\x76\x2b\x73\x2b\x6b\x63\x69\x73\ -\x75\x78\x5a\x6f\x75\x59\x55\x46\x55\x37\x48\x49\x2b\x4a\x74\x7a\ -\x77\x56\x31\x4b\x4c\x77\x41\x35\x51\x55\x42\x4e\x5a\x39\x4c\x64\ -\x69\x39\x37\x20\x30\x63\x44\x51\x68\x74\x2f\x34\x62\x62\x68\x71\ -\x31\x61\x72\x51\x35\x6b\x63\x32\x58\x49\x4c\x72\x50\x71\x4c\x77\ -\x33\x48\x54\x63\x65\x54\x65\x41\x71\x49\x5a\x55\x71\x30\x56\x7a\ -\x6b\x55\x34\x55\x79\x52\x53\x4b\x62\x35\x2f\x38\x6c\x4c\x4b\x74\ -\x65\x55\x51\x71\x30\x4c\x5a\x64\x59\x53\x2b\x32\x48\x37\x32\x39\ -\x20\x69\x2f\x64\x7a\x74\x38\x6e\x78\x56\x57\x47\x46\x6f\x59\x46\ -\x43\x6c\x59\x67\x34\x32\x6e\x6b\x73\x55\x6d\x32\x5a\x45\x58\x37\ -\x48\x30\x38\x53\x34\x64\x6a\x65\x45\x34\x47\x66\x58\x5a\x39\x74\ -\x33\x46\x35\x68\x4b\x2b\x52\x73\x56\x34\x56\x54\x76\x52\x66\x55\ -\x77\x77\x6b\x4f\x43\x66\x4d\x34\x31\x77\x65\x39\x4d\x20\x4a\x74\ -\x76\x55\x69\x47\x58\x4c\x6c\x75\x32\x7a\x49\x42\x52\x34\x4e\x61\ -\x6f\x76\x56\x2b\x46\x35\x36\x41\x35\x6c\x55\x69\x4f\x71\x63\x71\ -\x4d\x59\x76\x58\x36\x77\x4f\x48\x49\x62\x55\x39\x77\x6e\x30\x38\ -\x34\x34\x42\x6b\x73\x62\x2f\x67\x37\x38\x48\x66\x68\x45\x4e\x42\ -\x70\x64\x45\x72\x54\x6c\x55\x78\x41\x35\x20\x44\x54\x69\x5a\x56\ -\x6c\x6d\x51\x74\x6c\x44\x45\x74\x37\x45\x79\x6e\x59\x36\x75\x65\ -\x47\x7a\x54\x68\x75\x39\x69\x35\x4b\x76\x65\x5a\x65\x73\x71\x6c\ -\x46\x58\x65\x50\x6a\x42\x42\x2b\x6b\x5a\x34\x44\x47\x67\x54\x73\ -\x4c\x54\x31\x43\x39\x4f\x64\x4e\x7a\x62\x59\x69\x34\x6d\x77\x57\ -\x2b\x63\x66\x69\x58\x67\x45\x20\x51\x30\x58\x2f\x51\x6c\x56\x58\ -\x53\x38\x55\x63\x33\x2f\x44\x41\x2b\x4a\x39\x64\x64\x48\x6c\x50\ -\x65\x30\x53\x6a\x30\x63\x56\x2b\x63\x6a\x30\x71\x37\x62\x73\x36\ -\x56\x50\x69\x44\x43\x41\x74\x51\x32\x51\x39\x30\x43\x5a\x42\x45\ -\x70\x55\x50\x52\x51\x44\x41\x59\x6e\x46\x62\x74\x65\x55\x48\x49\ -\x76\x42\x4c\x30\x20\x50\x39\x75\x70\x52\x45\x36\x43\x59\x64\x41\ -\x62\x78\x4a\x69\x66\x44\x42\x53\x47\x74\x38\x75\x46\x66\x59\x65\ -\x47\x53\x46\x56\x75\x79\x2f\x65\x72\x66\x34\x46\x59\x64\x2f\x66\ -\x52\x59\x75\x79\x4c\x6a\x48\x4b\x61\x30\x74\x34\x58\x72\x59\x71\ -\x57\x32\x6c\x68\x76\x4b\x76\x46\x36\x56\x66\x32\x63\x77\x73\x58\ -\x69\x20\x6b\x6c\x66\x59\x42\x6e\x6f\x37\x56\x74\x34\x59\x44\x41\ -\x51\x71\x41\x47\x35\x6f\x39\x4d\x6c\x79\x75\x62\x4d\x4d\x73\x4f\ -\x2b\x2b\x2b\x7a\x34\x31\x6d\x54\x77\x79\x41\x4d\x72\x36\x35\x67\ -\x39\x53\x31\x55\x2f\x6a\x66\x53\x39\x32\x42\x69\x72\x75\x34\x65\ -\x4d\x4b\x4d\x76\x4c\x58\x38\x54\x58\x32\x32\x4e\x72\x79\x20\x69\ -\x67\x54\x33\x54\x48\x47\x38\x50\x51\x41\x69\x59\x34\x75\x62\x6c\ -\x4b\x55\x42\x43\x4b\x68\x70\x4f\x35\x7a\x4c\x35\x6f\x75\x66\x42\ -\x54\x35\x62\x66\x57\x6e\x53\x73\x63\x6a\x35\x77\x45\x65\x42\x71\ -\x2b\x33\x6f\x31\x76\x65\x6c\x34\x38\x36\x6e\x4d\x37\x6e\x43\x46\ -\x39\x73\x64\x51\x39\x47\x6f\x54\x44\x39\x61\x20\x6c\x59\x41\x62\ -\x6a\x4a\x71\x66\x5a\x49\x65\x47\x2f\x6b\x53\x54\x59\x4f\x52\x30\ -\x4d\x52\x4d\x31\x48\x54\x63\x2f\x4e\x50\x52\x48\x50\x49\x57\x41\ -\x39\x2f\x5a\x45\x49\x6a\x46\x58\x4b\x71\x65\x71\x79\x71\x6e\x41\ -\x69\x62\x53\x30\x61\x34\x43\x59\x69\x57\x53\x77\x33\x6d\x54\x79\ -\x4f\x59\x72\x39\x4d\x71\x70\x6e\x20\x57\x38\x45\x61\x39\x45\x79\ -\x55\x41\x69\x4a\x4c\x4d\x73\x58\x69\x75\x68\x32\x36\x4b\x76\x47\ -\x5a\x34\x78\x5a\x74\x36\x39\x65\x32\x46\x39\x73\x50\x55\x51\x36\ -\x76\x45\x55\x4c\x46\x55\x32\x6d\x6f\x77\x68\x78\x63\x7a\x62\x41\ -\x65\x6d\x51\x45\x61\x77\x31\x35\x4d\x67\x71\x43\x61\x4a\x62\x37\ -\x70\x6b\x48\x47\x6e\x20\x58\x58\x38\x43\x62\x43\x5a\x66\x75\x6e\ -\x62\x6c\x73\x6d\x55\x2f\x33\x74\x6f\x5a\x75\x67\x53\x52\x53\x31\ -\x47\x39\x48\x47\x67\x62\x73\x46\x43\x4a\x74\x49\x39\x58\x57\x68\ -\x43\x52\x47\x36\x7a\x61\x6e\x2b\x52\x4b\x47\x2b\x35\x67\x42\x34\ -\x4e\x55\x49\x32\x61\x38\x43\x4e\x31\x66\x4b\x75\x57\x42\x72\x77\ -\x42\x66\x20\x53\x53\x61\x54\x38\x33\x52\x73\x36\x77\x68\x4e\x62\ -\x46\x56\x74\x43\x6d\x4a\x39\x41\x77\x4e\x33\x39\x76\x62\x47\x6a\ -\x37\x42\x57\x6a\x62\x6a\x6d\x44\x67\x33\x59\x77\x38\x58\x6c\x41\ -\x78\x59\x4f\x36\x34\x6b\x35\x56\x31\x6e\x31\x31\x33\x55\x53\x35\ -\x4d\x75\x5a\x51\x73\x48\x50\x54\x42\x4b\x51\x51\x69\x75\x72\x20\ -\x51\x73\x4b\x2b\x6d\x2b\x37\x46\x44\x6b\x4e\x6c\x33\x45\x35\x38\ -\x79\x35\x68\x64\x41\x39\x55\x2b\x77\x55\x71\x31\x50\x55\x5a\x35\ -\x63\x42\x64\x64\x32\x76\x38\x4a\x71\x4e\x58\x75\x5a\x70\x56\x67\ -\x41\x46\x50\x78\x48\x4e\x4f\x33\x42\x31\x55\x4b\x77\x30\x63\x53\ -\x69\x63\x54\x58\x67\x37\x62\x79\x2b\x71\x6d\x32\x20\x4e\x30\x4b\ -\x33\x54\x37\x42\x38\x42\x4f\x55\x37\x69\x50\x35\x6b\x73\x4c\x54\ -\x2b\x4c\x38\x79\x77\x6b\x75\x75\x73\x7a\x70\x6f\x4e\x44\x41\x78\ -\x73\x71\x35\x4a\x4c\x4a\x77\x51\x73\x55\x62\x4e\x66\x38\x37\x5a\ -\x39\x66\x62\x6c\x2f\x70\x4a\x50\x78\x42\x78\x44\x35\x52\x53\x5a\ -\x54\x65\x44\x67\x56\x64\x34\x5a\x46\x20\x64\x59\x6d\x69\x62\x2f\ -\x58\x35\x50\x6a\x77\x59\x2f\x54\x6e\x34\x75\x74\x2b\x69\x61\x68\ -\x2b\x57\x31\x68\x33\x33\x54\x79\x61\x54\x38\x36\x5a\x54\x55\x4e\ -\x79\x4c\x36\x61\x4c\x75\x34\x76\x4e\x45\x54\x51\x45\x32\x4d\x42\ -\x62\x71\x73\x54\x58\x5a\x5a\x4a\x6c\x61\x39\x58\x49\x76\x64\x67\ -\x4b\x47\x74\x45\x39\x49\x20\x47\x4e\x30\x5a\x4a\x2f\x44\x42\x77\ -\x63\x45\x68\x76\x4f\x46\x68\x57\x36\x69\x50\x32\x61\x30\x49\x4e\ -\x77\x79\x55\x52\x69\x37\x5a\x30\x58\x4e\x50\x68\x62\x6d\x59\x35\ -\x74\x2b\x45\x31\x77\x4a\x51\x68\x2f\x72\x37\x48\x79\x72\x6f\x56\ -\x52\x6a\x37\x5a\x77\x43\x78\x31\x6b\x55\x45\x68\x4e\x4f\x44\x56\ -\x76\x37\x75\x20\x47\x72\x64\x4c\x4e\x58\x41\x4c\x36\x43\x43\x68\ -\x7a\x75\x64\x6c\x70\x70\x68\x79\x46\x55\x4f\x66\x58\x32\x79\x33\ -\x32\x37\x61\x6c\x32\x63\x76\x6c\x6d\x6b\x6c\x30\x41\x79\x68\x53\ -\x2f\x34\x48\x59\x68\x6b\x6b\x59\x51\x66\x63\x53\x66\x47\x63\x54\ -\x4f\x76\x47\x33\x56\x63\x57\x73\x4f\x37\x56\x58\x30\x52\x4b\x77\ -\x20\x46\x46\x70\x63\x66\x47\x59\x53\x55\x38\x72\x4c\x7a\x41\x42\ -\x61\x4e\x4f\x47\x6c\x32\x6e\x48\x66\x6a\x4d\x78\x41\x2f\x69\x75\ -\x5a\x54\x48\x57\x49\x4a\x35\x37\x74\x6b\x72\x48\x79\x35\x4c\x70\ -\x43\x6f\x64\x69\x66\x47\x31\x6f\x6a\x36\x4e\x2b\x42\x51\x79\x69\ -\x50\x2f\x6b\x38\x6b\x45\x6d\x6d\x70\x6a\x54\x57\x69\x20\x51\x73\ -\x69\x33\x39\x6d\x57\x4d\x50\x72\x33\x73\x79\x6e\x63\x39\x4f\x71\ -\x41\x70\x4d\x4a\x6c\x78\x59\x31\x59\x56\x38\x58\x57\x63\x32\x49\ -\x73\x5a\x67\x6b\x70\x72\x77\x4a\x4c\x5a\x44\x31\x69\x72\x56\x68\ -\x45\x43\x57\x6b\x6f\x73\x67\x75\x7a\x5a\x41\x55\x74\x38\x62\x4d\ -\x4b\x30\x2b\x6c\x52\x75\x42\x31\x57\x35\x20\x41\x30\x42\x46\x6b\ -\x7a\x32\x78\x32\x44\x50\x53\x38\x65\x68\x70\x43\x6b\x65\x67\x2b\ -\x6d\x48\x67\x6b\x48\x6c\x47\x66\x72\x35\x79\x35\x63\x70\x4a\x4e\ -\x63\x75\x72\x4d\x35\x6d\x50\x2b\x6c\x78\x52\x71\x2f\x2f\x64\x58\ -\x73\x77\x45\x36\x6f\x4a\x78\x49\x75\x50\x53\x4a\x71\x4c\x2f\x5a\ -\x79\x52\x39\x64\x67\x33\x45\x20\x4e\x38\x4f\x61\x31\x61\x41\x42\ -\x38\x45\x69\x78\x4b\x34\x6f\x50\x46\x33\x4d\x79\x55\x34\x79\x5a\ -\x77\x71\x77\x50\x43\x52\x58\x4a\x2b\x64\x54\x64\x70\x75\x52\x44\ -\x56\x55\x51\x32\x68\x6c\x41\x38\x63\x58\x78\x62\x4f\x38\x51\x49\ -\x48\x66\x4f\x2b\x51\x48\x6e\x62\x4f\x6b\x53\x2b\x76\x2b\x33\x78\ -\x52\x7a\x38\x45\x20\x54\x4b\x72\x4c\x72\x63\x6f\x36\x6b\x62\x72\ -\x61\x5a\x50\x56\x36\x39\x6d\x5a\x59\x73\x77\x50\x78\x66\x66\x68\ -\x5a\x37\x4c\x53\x4d\x4d\x50\x5a\x69\x68\x79\x44\x67\x47\x37\x44\ -\x61\x31\x67\x31\x54\x73\x63\x68\x62\x42\x48\x6b\x33\x38\x43\x6a\ -\x43\x52\x6c\x58\x79\x49\x6a\x4b\x41\x32\x6b\x45\x78\x4d\x75\x43\ -\x4b\x20\x6d\x30\x6b\x4f\x44\x42\x64\x75\x39\x62\x4e\x69\x72\x69\ -\x46\x49\x30\x6d\x2f\x4f\x7a\x78\x56\x33\x56\x6f\x50\x6c\x58\x4e\ -\x53\x77\x42\x6e\x79\x57\x4c\x56\x2b\x31\x69\x6c\x42\x56\x33\x74\ -\x55\x58\x79\x35\x63\x76\x33\x37\x42\x35\x2f\x62\x43\x72\x38\x45\ -\x63\x52\x2b\x59\x32\x67\x51\x31\x54\x30\x44\x2f\x33\x35\x20\x7a\ -\x47\x50\x41\x44\x39\x4a\x78\x4a\x36\x45\x56\x65\x31\x32\x37\x45\ -\x34\x76\x51\x42\x78\x4d\x44\x46\x73\x69\x6b\x73\x69\x64\x37\x73\ -\x55\x4e\x34\x43\x6c\x69\x49\x61\x76\x31\x65\x30\x67\x6c\x5a\x6c\ -\x65\x79\x41\x31\x64\x68\x65\x54\x41\x66\x70\x53\x43\x54\x6d\x34\ -\x72\x62\x32\x2b\x31\x70\x74\x57\x36\x4d\x56\x20\x4a\x49\x30\x6e\ -\x77\x74\x69\x4e\x45\x68\x54\x41\x73\x38\x51\x54\x31\x49\x49\x68\ -\x51\x43\x34\x57\x4f\x35\x4a\x38\x2f\x75\x35\x4a\x44\x36\x49\x6b\ -\x2f\x5a\x62\x4f\x6d\x37\x63\x6f\x33\x79\x4b\x69\x4d\x59\x4f\x59\ -\x2f\x59\x41\x6c\x44\x50\x67\x55\x76\x34\x4f\x62\x68\x69\x4a\x70\ -\x4b\x45\x33\x36\x4a\x46\x69\x7a\x20\x5a\x6b\x30\x35\x48\x59\x2f\ -\x65\x6a\x74\x58\x76\x5a\x2f\x4c\x46\x62\x7a\x61\x76\x7a\x2b\x51\ -\x4b\x56\x30\x37\x6a\x33\x41\x2b\x32\x6e\x6c\x74\x37\x48\x4d\x65\ -\x5a\x33\x79\x67\x44\x76\x42\x63\x37\x44\x6f\x46\x48\x46\x52\x59\ -\x69\x34\x2f\x55\x4d\x55\x64\x32\x73\x74\x52\x6c\x61\x6c\x52\x5a\ -\x74\x2f\x62\x32\x59\x20\x47\x56\x6a\x63\x5a\x72\x4e\x62\x41\x45\ -\x53\x43\x55\x30\x77\x71\x61\x52\x64\x49\x50\x70\x4d\x76\x4a\x75\ -\x4c\x78\x2b\x41\x46\x42\x74\x58\x39\x43\x64\x45\x53\x73\x33\x4b\ -\x68\x47\x7a\x30\x41\x35\x51\x59\x4f\x6a\x62\x54\x4d\x6c\x71\x7a\ -\x62\x75\x51\x78\x70\x64\x58\x32\x39\x38\x6e\x79\x58\x4d\x65\x67\ -\x31\x4c\x20\x58\x64\x38\x4d\x43\x31\x66\x63\x41\x36\x66\x61\x4e\ -\x35\x4d\x72\x6e\x70\x67\x74\x6c\x46\x71\x43\x31\x58\x62\x67\x44\ -\x70\x39\x6c\x41\x61\x6c\x55\x6e\x72\x45\x54\x78\x39\x79\x4c\x42\ -\x75\x6a\x34\x34\x33\x52\x78\x4d\x70\x6d\x63\x42\x2b\x43\x71\x71\ -\x58\x4f\x41\x47\x75\x74\x5a\x65\x7a\x48\x54\x45\x4c\x2b\x41\x20\ -\x56\x52\x34\x6f\x6c\x66\x72\x61\x37\x61\x56\x49\x52\x4d\x56\x72\ -\x45\x38\x6e\x6c\x63\x70\x74\x42\x75\x30\x52\x6c\x54\x58\x2b\x68\ -\x63\x42\x58\x4b\x50\x34\x46\x74\x32\x65\x7a\x36\x71\x63\x54\x46\ -\x57\x6f\x61\x69\x49\x72\x4e\x76\x56\x44\x7a\x72\x41\x61\x74\x69\ -\x54\x42\x59\x66\x68\x71\x75\x42\x4b\x51\x50\x57\x20\x7a\x6d\x4c\ -\x4c\x6d\x50\x56\x56\x52\x44\x55\x42\x65\x39\x78\x73\x6e\x2f\x76\ -\x2f\x43\x73\x52\x7a\x65\x41\x62\x41\x6c\x4d\x74\x78\x67\x48\x6c\ -\x6a\x59\x77\x39\x54\x2f\x38\x34\x62\x70\x4a\x50\x33\x59\x6f\x61\ -\x68\x66\x67\x48\x72\x51\x64\x72\x56\x6e\x67\x42\x70\x6f\x4a\x32\ -\x6b\x49\x35\x45\x34\x73\x46\x69\x46\x20\x32\x69\x78\x76\x45\x6d\ -\x67\x62\x38\x47\x71\x37\x74\x6c\x7a\x4e\x4c\x4d\x38\x51\x77\x68\ -\x77\x4d\x43\x55\x75\x6c\x30\x70\x5a\x45\x4a\x4a\x77\x46\x65\x68\ -\x71\x58\x71\x33\x71\x47\x42\x62\x4f\x4a\x44\x52\x73\x32\x50\x4a\ -\x6d\x49\x68\x4f\x2f\x48\x73\x37\x71\x71\x51\x31\x53\x4f\x5a\x37\ -\x79\x50\x61\x69\x2f\x61\x20\x49\x4a\x56\x61\x48\x6a\x59\x56\x57\ -\x59\x61\x59\x63\x64\x73\x6f\x74\x61\x4e\x62\x33\x55\x43\x6d\x56\ -\x43\x70\x74\x41\x56\x31\x58\x36\x78\x6c\x55\x33\x4d\x4f\x41\x64\ -\x51\x39\x74\x33\x50\x68\x45\x79\x75\x6e\x75\x41\x31\x59\x41\x2f\ -\x37\x4a\x79\x35\x63\x71\x4f\x6d\x6e\x52\x78\x4d\x74\x6d\x56\x78\ -\x44\x58\x50\x20\x46\x75\x55\x49\x31\x4b\x35\x41\x4a\x49\x47\x79\ -\x43\x4a\x6a\x50\x75\x4d\x74\x34\x47\x5a\x48\x37\x56\x46\x6b\x6a\ -\x6f\x6e\x64\x6b\x38\x30\x4e\x33\x73\x46\x66\x74\x6f\x51\x57\x4b\ -\x4e\x76\x52\x78\x31\x76\x45\x33\x76\x32\x32\x62\x4d\x43\x6a\x4b\ -\x4b\x65\x6c\x59\x39\x48\x4e\x34\x52\x72\x53\x67\x65\x6c\x70\x76\ -\x20\x4c\x50\x4b\x67\x68\x65\x63\x43\x55\x2f\x5a\x2b\x43\x76\x4b\ -\x76\x4c\x63\x74\x55\x32\x38\x70\x47\x7a\x51\x54\x6d\x52\x42\x39\ -\x4b\x59\x4b\x30\x32\x42\x53\x78\x30\x72\x75\x67\x46\x2b\x6d\x65\ -\x51\x43\x51\x46\x4c\x34\x58\x6c\x34\x32\x65\x56\x4f\x39\x7a\x59\ -\x39\x6e\x52\x43\x4c\x78\x53\x49\x42\x33\x4b\x4d\x45\x20\x50\x52\ -\x49\x34\x43\x6d\x55\x56\x5a\x51\x37\x77\x35\x42\x63\x61\x74\x7a\ -\x52\x30\x47\x69\x58\x74\x64\x42\x65\x31\x49\x5a\x43\x6f\x79\x4f\ -\x48\x41\x39\x51\x43\x49\x33\x49\x76\x71\x43\x74\x44\x51\x6c\x6b\ -\x63\x33\x76\x54\x4c\x70\x64\x42\x38\x73\x38\x45\x6f\x71\x70\x4f\ -\x6f\x48\x71\x39\x57\x35\x2f\x44\x6f\x5a\x20\x56\x41\x38\x53\x65\ -\x44\x6b\x4b\x4b\x61\x64\x37\x6b\x38\x4a\x76\x52\x50\x56\x6e\x48\ -\x61\x4f\x56\x58\x7a\x2b\x30\x63\x65\x50\x2f\x65\x61\x70\x45\x54\ -\x7a\x69\x38\x76\x4f\x49\x56\x7a\x70\x73\x78\x6c\x55\x59\x2b\x71\ -\x76\x4a\x52\x45\x54\x30\x42\x65\x49\x65\x33\x67\x46\x38\x69\x2f\ -\x4a\x74\x46\x62\x67\x49\x55\x20\x77\x37\x58\x74\x39\x75\x2f\x74\ -\x36\x6c\x70\x57\x52\x6c\x75\x46\x42\x45\x52\x6d\x76\x51\x31\x72\ -\x54\x67\x4b\x57\x68\x58\x38\x49\x76\x48\x6a\x43\x51\x75\x46\x77\ -\x76\x46\x74\x31\x52\x6e\x75\x4e\x6d\x71\x48\x4b\x6e\x53\x4b\x38\ -\x70\x57\x6e\x78\x2f\x6f\x6e\x49\x73\x73\x4f\x71\x6b\x6a\x6c\x50\ -\x47\x36\x53\x6a\x20\x30\x52\x57\x6f\x78\x69\x57\x6f\x6d\x39\x55\ -\x31\x54\x31\x51\x43\x6c\x51\x6c\x44\x67\x34\x41\x62\x33\x46\x66\ -\x46\x33\x52\x38\x78\x2b\x32\x50\x74\x2f\x67\x67\x4a\x45\x5a\x4e\ -\x47\x4e\x51\x30\x63\x69\x46\x59\x6d\x63\x2f\x70\x39\x67\x76\x46\ -\x68\x52\x67\x56\x50\x4d\x47\x37\x65\x75\x50\x32\x57\x42\x34\x45\ -\x7a\x20\x65\x2b\x4e\x64\x33\x2b\x76\x4c\x44\x61\x39\x56\x5a\x59\ -\x33\x41\x4b\x36\x6f\x72\x76\x74\x4d\x51\x6b\x31\x7a\x67\x50\x75\ -\x41\x42\x52\x64\x61\x4b\x32\x6e\x35\x52\x38\x36\x67\x47\x64\x4e\ -\x51\x49\x57\x31\x51\x52\x52\x53\x4b\x69\x48\x4b\x7a\x6f\x38\x58\ -\x67\x50\x6c\x38\x55\x43\x35\x79\x42\x79\x7a\x74\x69\x38\x20\x30\ -\x47\x6a\x53\x36\x66\x36\x39\x77\x45\x32\x45\x33\x4a\x39\x50\x6f\ -\x39\x62\x79\x74\x49\x51\x62\x34\x50\x6c\x2b\x79\x39\x58\x4b\x6e\ -\x58\x37\x4c\x47\x35\x45\x74\x46\x4f\x35\x4b\x70\x5a\x62\x33\x55\ -\x75\x35\x34\x67\x51\x6c\x6f\x71\x58\x2b\x77\x65\x45\x73\x36\x48\ -\x6a\x6b\x4a\x79\x2f\x4d\x6c\x49\x4c\x2f\x72\x20\x48\x79\x79\x32\ -\x7a\x62\x41\x71\x4d\x45\x6d\x79\x6f\x62\x50\x65\x68\x72\x58\x39\ -\x53\x6a\x59\x37\x67\x45\x51\x6b\x66\x41\x36\x65\x46\x4d\x30\x45\ -\x75\x4d\x61\x75\x6d\x45\x70\x39\x74\x43\x66\x75\x66\x42\x48\x30\ -\x38\x50\x35\x63\x38\x58\x6e\x31\x5a\x5a\x46\x49\x6a\x4a\x42\x35\ -\x68\x69\x71\x48\x47\x75\x56\x51\x20\x56\x2f\x6c\x6b\x74\x6c\x43\ -\x34\x7a\x32\x2f\x2f\x57\x47\x78\x35\x6a\x33\x47\x6c\x5a\x55\x77\ -\x75\x79\x6a\x73\x47\x68\x6b\x61\x2b\x73\x41\x4e\x76\x5a\x37\x64\ -\x45\x62\x7a\x54\x71\x75\x47\x4c\x76\x67\x5a\x32\x57\x30\x4d\x6b\ -\x70\x2f\x46\x6d\x51\x76\x36\x69\x36\x66\x31\x73\x34\x5a\x68\x2f\ -\x77\x30\x2f\x56\x4f\x20\x4a\x4a\x5a\x32\x69\x77\x30\x64\x4b\x6e\ -\x41\x6b\x79\x6b\x75\x41\x49\x36\x71\x72\x4b\x69\x4a\x38\x41\x35\ -\x57\x44\x71\x6d\x37\x4f\x34\x47\x57\x79\x76\x77\x56\x75\x4e\x47\ -\x56\x37\x30\x2f\x62\x30\x75\x61\x31\x61\x52\x57\x6a\x7a\x55\x4f\ -\x52\x34\x41\x76\x6f\x79\x56\x58\x6b\x4a\x54\x46\x44\x63\x73\x48\ -\x68\x57\x20\x39\x57\x74\x41\x2f\x68\x65\x31\x49\x36\x4b\x6d\x33\ -\x6c\x6c\x68\x41\x79\x7a\x42\x61\x72\x65\x67\x78\x57\x78\x78\x2b\ -\x50\x72\x74\x2f\x53\x42\x32\x5a\x79\x51\x69\x79\x2f\x38\x54\x35\ -\x4b\x4b\x6d\x78\x59\x38\x50\x6c\x6b\x59\x4f\x59\x4a\x5a\x48\x44\ -\x73\x6e\x6f\x38\x67\x74\x56\x35\x65\x72\x6d\x35\x59\x46\x35\x20\ -\x59\x2f\x74\x6e\x4d\x70\x75\x33\x52\x79\x56\x69\x75\x7a\x45\x33\ -\x6b\x73\x46\x71\x2f\x6f\x36\x30\x66\x6f\x5a\x47\x41\x38\x38\x43\ -\x70\x68\x72\x33\x62\x67\x4e\x5a\x31\x52\x4e\x7a\x72\x73\x4a\x77\ -\x43\x4d\x71\x68\x77\x41\x46\x6f\x4e\x54\x30\x54\x4b\x67\x48\x52\ -\x47\x2f\x47\x65\x32\x69\x33\x49\x35\x39\x66\x33\x20\x4a\x79\x4c\ -\x68\x49\x6b\x33\x5a\x41\x4d\x49\x4a\x77\x4e\x4d\x69\x59\x43\x57\ -\x54\x79\x58\x6c\x75\x5a\x66\x52\x47\x76\x47\x44\x31\x42\x4a\x35\ -\x72\x63\x67\x63\x31\x52\x32\x55\x50\x6f\x38\x41\x57\x6b\x47\x32\ -\x6f\x50\x6f\x71\x77\x58\x6c\x53\x48\x46\x43\x6b\x68\x50\x4b\x54\ -\x6f\x75\x67\x35\x72\x48\x6c\x68\x58\x20\x4b\x6d\x32\x63\x7a\x6a\ -\x6b\x48\x42\x7a\x63\x4f\x41\x55\x4e\x34\x34\x6e\x77\x66\x54\x55\ -\x51\x69\x68\x35\x75\x41\x2f\x54\x41\x71\x70\x36\x74\x79\x51\x54\ -\x56\x78\x56\x75\x41\x47\x49\x2f\x62\x79\x2f\x76\x7a\x49\x41\x7a\ -\x76\x79\x33\x6a\x79\x75\x58\x75\x6c\x6d\x34\x47\x62\x67\x4c\x54\ -\x32\x52\x79\x48\x4f\x73\x20\x36\x4d\x73\x51\x54\x73\x4f\x72\x6b\ -\x54\x33\x4c\x2b\x31\x4d\x51\x51\x57\x55\x38\x59\x52\x65\x50\x57\ -\x67\x53\x59\x63\x6b\x38\x73\x2f\x4f\x43\x4f\x58\x73\x50\x75\x43\ -\x45\x47\x65\x31\x7a\x77\x30\x55\x62\x69\x54\x4b\x59\x4b\x56\x52\ -\x32\x4e\x77\x50\x77\x6a\x38\x6d\x38\x41\x2b\x36\x6f\x31\x2b\x62\ -\x67\x74\x5a\x20\x72\x76\x6e\x6e\x4e\x44\x30\x63\x56\x66\x47\x62\ -\x5a\x53\x2f\x4f\x64\x72\x43\x43\x4f\x51\x70\x59\x67\x30\x4e\x44\ -\x44\x79\x55\x69\x34\x53\x64\x70\x63\x6e\x45\x31\x61\x6c\x63\x42\ -\x50\x32\x36\x33\x72\x36\x41\x50\x4b\x44\x49\x66\x34\x61\x30\x6f\ -\x54\x79\x44\x63\x67\x2b\x56\x2b\x34\x4d\x55\x49\x6f\x77\x74\x48\ -\x20\x79\x38\x2b\x36\x72\x36\x6f\x53\x30\x4f\x59\x6f\x50\x77\x65\ -\x39\x73\x48\x47\x4a\x77\x6f\x6c\x50\x47\x7a\x35\x57\x65\x64\x76\ -\x56\x69\x42\x77\x42\x50\x43\x58\x59\x59\x7a\x4b\x46\x6b\x55\x6b\ -\x6b\x64\x33\x59\x4d\x79\x57\x52\x79\x6e\x72\x48\x32\x57\x46\x55\ -\x64\x4e\x52\x30\x64\x44\x2f\x58\x33\x39\x37\x64\x6b\x20\x53\x49\ -\x4f\x6c\x30\x6a\x33\x41\x69\x31\x4e\x4f\x39\x36\x75\x41\x37\x77\ -\x4b\x6f\x36\x6d\x73\x48\x69\x73\x50\x66\x62\x74\x78\x75\x35\x63\ -\x71\x56\x48\x56\x75\x33\x62\x75\x33\x4b\x5a\x44\x4b\x35\x56\x44\ -\x7a\x2b\x63\x6f\x57\x30\x55\x58\x30\x69\x6b\x38\x39\x66\x33\x64\ -\x76\x56\x74\x63\x78\x30\x64\x4f\x78\x72\x20\x4f\x35\x37\x63\x32\ 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-\x72\x20\x49\x68\x46\x35\x4c\x61\x41\x71\x38\x71\x71\x64\x43\x56\ -\x61\x4f\x34\x38\x77\x48\x36\x49\x6e\x46\x33\x74\x63\x54\x6a\x2f\ -\x32\x73\x4a\x78\x34\x72\x39\x4d\x62\x6a\x70\x33\x64\x32\x64\x6f\ -\x59\x55\x76\x6f\x50\x49\x7a\x32\x79\x6c\x38\x75\x70\x56\x71\x31\ -\x61\x46\x65\x70\x4c\x78\x32\x39\x50\x4a\x2b\x4d\x65\x54\x20\x79\ -\x57\x53\x79\x38\x52\x69\x75\x73\x65\x50\x63\x4e\x78\x6e\x6e\x34\ -\x4b\x56\x53\x71\x59\x50\x53\x71\x63\x51\x33\x74\x6a\x33\x35\x35\ -\x43\x4e\x69\x33\x64\x38\x43\x59\x4f\x31\x2b\x6f\x76\x70\x38\x43\ -\x38\x63\x41\x32\x4a\x41\x35\x76\x61\x4c\x75\x4f\x6a\x73\x36\x2f\ -\x35\x46\x30\x7a\x4c\x6b\x52\x6f\x44\x63\x52\x20\x4f\x58\x79\x46\ -\x34\x2f\x69\x70\x65\x35\x41\x70\x6c\x58\x49\x44\x2b\x65\x46\x76\ -\x5a\x66\x4a\x44\x37\x38\x67\x57\x68\x30\x37\x4f\x46\x6f\x59\x50\ -\x7a\x42\x61\x47\x65\x72\x4b\x46\x6f\x5a\x35\x73\x63\x65\x6a\x67\ -\x62\x4b\x48\x30\x48\x4e\x66\x6f\x76\x2b\x46\x6c\x6c\x38\x65\x6c\ 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-\x47\x49\x50\x63\x78\x61\x38\x33\x46\x78\x33\x47\x33\x57\x6c\x64\ -\x73\x45\x32\x6b\x44\x76\x20\x41\x42\x42\x6a\x62\x6c\x66\x56\x62\ -\x67\x50\x54\x72\x54\x66\x6a\x63\x65\x4f\x52\x79\x4f\x73\x52\x2f\ -\x74\x51\x63\x6a\x54\x77\x6e\x79\x75\x56\x74\x36\x66\x52\x4e\x4f\ -\x7a\x32\x52\x36\x49\x47\x6f\x41\x4d\x4d\x37\x44\x79\x38\x49\x42\ -\x67\x2f\x66\x5a\x75\x53\x76\x43\x41\x70\x36\x50\x55\x42\x50\x62\ -\x2b\x2f\x2f\x20\x7a\x61\x71\x70\x47\x64\x6a\x64\x37\x45\x69\x6e\ -\x38\x37\x46\x59\x72\x4d\x47\x78\x78\x65\x74\x45\x7a\x44\x46\x61\ -\x63\x67\x56\x49\x52\x38\x4f\x50\x78\x69\x45\x49\x38\x68\x4c\x4b\ -\x6c\x7a\x72\x53\x36\x55\x65\x62\x6f\x34\x48\x6a\x58\x4e\x65\x34\ -\x71\x70\x70\x73\x53\x36\x65\x58\x41\x38\x74\x48\x65\x78\x38\x4f\ -\x20\x32\x46\x36\x38\x62\x47\x75\x4e\x37\x31\x30\x4b\x6b\x52\x70\ -\x48\x4c\x36\x57\x43\x59\x2b\x31\x65\x68\x30\x69\x35\x31\x6c\x76\ -\x62\x71\x37\x59\x58\x37\x36\x35\x30\x57\x54\x77\x63\x50\x73\x71\ -\x4b\x50\x68\x57\x50\x68\x4e\x6f\x55\x66\x71\x74\x47\x62\x2b\x35\ -\x49\x35\x76\x72\x46\x75\x4f\x4d\x6d\x6c\x65\x32\x36\x20\x74\x36\ -\x57\x68\x34\x64\x43\x69\x30\x5a\x2f\x71\x30\x4a\x4b\x37\x48\x55\ -\x53\x4e\x32\x49\x63\x6a\x41\x66\x2b\x33\x36\x68\x6f\x4c\x58\x35\ -\x71\x73\x6a\x61\x33\x4a\x6d\x6d\x46\x4a\x4c\x4e\x6a\x77\x48\x6c\ -\x58\x39\x4e\x6a\x42\x2f\x6c\x46\x50\x2f\x4a\x55\x59\x2f\x6b\x73\ -\x77\x57\x6e\x71\x78\x38\x33\x73\x37\x45\x20\x49\x36\x45\x76\x43\ -\x58\x77\x46\x2b\x44\x4d\x51\x70\x72\x2f\x4b\x48\x4c\x59\x6f\x38\ -\x71\x42\x67\x37\x78\x47\x58\x65\x39\x70\x79\x75\x59\x6f\x47\x2f\ -\x4e\x47\x41\x2f\x36\x66\x41\x30\x44\x2b\x38\x64\x58\x43\x61\x4f\ -\x76\x4c\x35\x4b\x66\x66\x7a\x6d\x51\x68\x4c\x6c\x6c\x43\x31\x74\ -\x74\x44\x34\x41\x48\x41\x43\x20\x53\x72\x4a\x4b\x35\x65\x68\x79\ -\x69\x76\x53\x6d\x53\x50\x41\x46\x59\x42\x48\x65\x6b\x75\x71\x4a\ -\x52\x44\x70\x33\x66\x46\x4e\x54\x36\x42\x69\x78\x35\x67\x6c\x4b\ 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-\x75\x4c\x78\x54\x50\x55\x32\x49\x7a\x50\x6c\x57\x7a\x4e\x67\x51\ -\x64\x6d\x2b\x6a\x55\x34\x67\x7a\x44\x78\x53\x4f\x42\x6b\x59\x2b\ -\x52\x6f\x72\x4b\x6c\x76\x53\x32\x63\x75\x62\x6f\x6d\x46\x54\x6c\ -\x49\x72\x20\x6c\x77\x49\x6f\x50\x4e\x32\x52\x7a\x76\x79\x2f\x67\ -\x38\x4c\x68\x67\x47\x74\x4d\x51\x31\x73\x71\x39\x51\x77\x6a\x37\ -\x45\x6f\x32\x68\x52\x73\x76\x51\x2f\x6c\x2f\x49\x4d\x73\x53\x32\ -\x58\x78\x5a\x54\x55\x39\x54\x55\x2b\x41\x67\x72\x48\x4f\x4f\x4d\ -\x62\x71\x78\x50\x5a\x47\x39\x71\x6a\x6b\x63\x66\x71\x38\x4b\x20\ -\x33\x6c\x4a\x64\x75\x61\x34\x6a\x6b\x2f\x6c\x41\x63\x7a\x52\x38\ -\x6d\x51\x71\x48\x69\x74\x71\x56\x67\x74\x37\x63\x6c\x73\x71\x58\ -\x32\x37\x32\x53\x63\x44\x6a\x63\x57\x46\x58\x71\x45\x64\x43\x52\ -\x79\x66\x79\x39\x4a\x52\x49\x35\x52\x45\x58\x66\x6f\x69\x49\x7a\ -\x56\x62\x58\x62\x57\x50\x37\x59\x6e\x73\x6b\x4d\x20\x79\x2f\x50\ -\x46\x51\x34\x47\x48\x76\x46\x70\x48\x75\x53\x65\x52\x7a\x59\x2b\ -\x71\x35\x64\x76\x54\x78\x41\x4c\x2b\x7a\x79\x74\x38\x59\x2b\x6a\ -\x6a\x6f\x76\x61\x30\x5a\x4f\x65\x71\x2b\x79\x70\x65\x47\x77\x73\ -\x65\x58\x74\x32\x72\x32\x5a\x6d\x4e\x6a\x52\x76\x57\x64\x48\x65\ -\x66\x62\x4e\x43\x33\x37\x52\x53\x38\x20\x6c\x4b\x58\x71\x63\x39\ -\x2b\x63\x53\x48\x53\x6d\x4a\x6e\x4a\x76\x38\x65\x44\x38\x68\x52\ -\x62\x6e\x4a\x6c\x57\x4f\x72\x6e\x44\x61\x5a\x75\x43\x69\x56\x4c\ -\x35\x51\x30\x51\x6c\x69\x4e\x43\x59\x63\x73\x4f\x72\x71\x36\x6d\ -\x5a\x4d\x72\x35\x49\x76\x67\x56\x7a\x4d\x4b\x45\x74\x4c\x68\x56\ -\x75\x6b\x79\x72\x32\x34\x20\x56\x48\x38\x32\x4c\x75\x4b\x52\x34\ -\x4a\x73\x45\x75\x55\x76\x67\x71\x36\x57\x4f\x30\x52\x39\x58\x58\ -\x33\x58\x6a\x30\x4e\x32\x4d\x65\x44\x77\x51\x6f\x55\x2f\x2b\x51\ -\x77\x79\x68\x39\x6c\x54\x75\x43\x78\x57\x47\x6c\x46\x6a\x41\x76\ -\x30\x4b\x48\x47\x77\x68\x32\x7a\x5a\x67\x7a\x50\x31\x72\x6d\x79\ -\x37\x78\x48\x20\x61\x51\x6f\x32\x76\x67\x76\x68\x42\x67\x42\x56\ 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-\x53\x75\x5a\x79\x64\x38\x35\x67\x62\x64\x31\x64\x32\x47\x69\x41\ -\x66\x39\x4b\x68\x6c\x6f\x30\x51\x54\x71\x56\x4c\x7a\x52\x52\x6f\ -\x58\x36\x77\x4f\x52\x4a\x5a\x6f\x74\x68\x2b\x30\x58\x59\x50\x6b\ -\x46\x4b\x6c\x57\x34\x54\x56\x77\x47\x4b\x38\x47\x66\x6e\x61\x4f\ -\x58\x58\x2b\x68\x72\x46\x75\x20\x59\x4a\x56\x6a\x79\x52\x4b\x71\ -\x56\x75\x66\x39\x58\x30\x4b\x34\x68\x4d\x70\x69\x38\x46\x39\x58\ -\x62\x65\x76\x37\x7a\x34\x6b\x6d\x35\x43\x63\x55\x73\x45\x72\x4a\ -\x76\x79\x75\x41\x59\x56\x50\x2b\x49\x59\x4f\x2f\x5a\x4f\x47\x6a\ -\x36\x58\x78\x68\x51\x6d\x76\x6c\x31\x74\x62\x57\x36\x71\x32\x62\ -\x4e\x72\x78\x6f\x20\x6c\x44\x2b\x33\x5a\x62\x4c\x76\x62\x77\x36\ -\x48\x46\x79\x50\x36\x4c\x48\x42\x52\x4f\x4a\x32\x39\x4a\x68\x63\ -\x4f\x48\x36\x65\x69\x70\x79\x6d\x63\x44\x68\x77\x4b\x6f\x4e\x44\ -\x54\x61\x36\x6d\x72\x56\x43\x4d\x34\x30\x71\x2b\x56\x69\x72\x35\ -\x6e\x4c\x42\x73\x41\x75\x34\x74\x6f\x49\x48\x43\x45\x4d\x66\x6f\ 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-\x54\x43\x36\x5a\x54\x48\x59\x4e\x20\x65\x2b\x2f\x43\x6a\x64\x38\ -\x54\x35\x57\x49\x67\x6f\x62\x36\x61\x51\x2f\x62\x57\x6a\x75\x43\ -\x78\x67\x50\x2f\x4e\x43\x73\x4f\x71\x47\x41\x54\x35\x61\x6a\x4c\ -\x66\x39\x54\x2b\x56\x72\x6f\x31\x48\x67\x36\x65\x6a\x63\x68\x76\ -\x65\x37\x75\x33\x74\x77\x4e\x4f\x49\x31\x6f\x74\x4b\x6e\x53\x72\ -\x7a\x45\x65\x59\x6a\x20\x38\x6d\x68\x48\x4b\x6a\x4d\x70\x33\x5a\ -\x72\x44\x6a\x59\x32\x76\x4d\x57\x4a\x76\x6f\x6e\x4a\x73\x53\x4b\ -\x69\x61\x74\x36\x55\x37\x4f\x34\x65\x56\x36\x34\x33\x47\x75\x41\ -\x4a\x57\x31\x4f\x39\x76\x77\x75\x46\x4b\x59\x4c\x51\x70\x39\x46\ -\x5a\x46\x76\x31\x6b\x39\x2f\x63\x44\x4c\x64\x30\x55\x75\x30\x42\ -\x49\x4f\x20\x6e\x36\x4b\x69\x39\x36\x6e\x6c\x73\x50\x36\x69\x7a\ -\x4f\x5a\x49\x2b\x46\x48\x51\x52\x65\x49\x56\x34\x2f\x65\x72\x63\ -\x72\x74\x55\x75\x51\x66\x44\x76\x64\x4f\x32\x62\x4c\x2b\x2f\x6e\ -\x42\x33\x4b\x59\x47\x4a\x31\x64\x51\x31\x61\x5a\x54\x6f\x59\x56\ -\x6d\x49\x67\x2f\x30\x72\x6c\x75\x34\x36\x63\x36\x50\x31\x4f\x20\ -\x4a\x67\x73\x44\x67\x66\x6c\x39\x6f\x6b\x38\x6a\x78\x49\x43\x2f\ -\x54\x70\x38\x31\x39\x2f\x58\x6c\x5a\x6e\x2f\x4e\x59\x66\x39\x69\ -\x69\x2f\x50\x39\x77\x59\x2b\x4a\x6c\x53\x73\x36\x63\x72\x6c\x37\ -\x34\x70\x48\x51\x6c\x31\x57\x30\x69\x4d\x6f\x47\x55\x62\x75\x36\ -\x49\x35\x50\x2f\x31\x57\x44\x33\x7a\x31\x32\x6b\x20\x72\x41\x46\ -\x69\x50\x4e\x54\x34\x57\x34\x57\x7a\x52\x50\x58\x58\x48\x62\x6d\ -\x75\x4b\x61\x2f\x64\x61\x77\x36\x48\x46\x36\x76\x52\x77\x36\x77\ -\x53\x4d\x6a\x43\x33\x54\x2b\x56\x4b\x78\x33\x47\x73\x73\x63\x55\ -\x6b\x4f\x33\x6f\x6c\x33\x74\x4f\x52\x7a\x67\x37\x37\x7a\x4c\x61\ -\x30\x7a\x44\x33\x51\x33\x56\x61\x7a\x20\x41\x6d\x68\x41\x39\x45\ -\x75\x4a\x54\x4e\x66\x2f\x54\x76\x58\x39\x54\x6f\x52\x6f\x6f\x2f\ -\x2f\x50\x43\x43\x63\x4e\x65\x64\x69\x4b\x6c\x65\x5a\x6b\x56\x31\ -\x64\x79\x31\x4f\x75\x6a\x30\x53\x5a\x48\x33\x61\x75\x41\x55\x34\ -\x43\x76\x39\x31\x71\x2b\x4f\x5a\x56\x46\x2f\x36\x46\x51\x61\x4b\ -\x35\x6a\x2b\x33\x34\x4b\x20\x6e\x46\x33\x68\x74\x47\x33\x41\x4a\ -\x31\x4c\x35\x77\x6b\x2f\x48\x4d\x2f\x61\x59\x41\x6c\x5a\x72\x61\ -\x32\x76\x31\x35\x76\x57\x72\x50\x34\x74\x79\x4b\x57\x58\x72\x69\ -\x48\x59\x61\x38\x6a\x37\x72\x32\x49\x39\x6e\x4d\x74\x33\x74\x6c\ -\x63\x38\x62\x6e\x5a\x5a\x49\x38\x46\x78\x46\x62\x72\x47\x4f\x47\ -\x30\x73\x6b\x20\x4f\x6c\x50\x78\x63\x50\x67\x6f\x4d\x5a\x79\x49\ -\x36\x6e\x65\x41\x46\x61\x57\x75\x4f\x47\x63\x70\x65\x6b\x5a\x48\ -\x4f\x76\x66\x37\x67\x65\x75\x69\x6f\x51\x2b\x45\x55\x74\x6e\x72\ -\x48\x36\x34\x77\x57\x34\x67\x47\x2f\x44\x38\x42\x50\x6a\x6a\x73\ -\x37\x6f\x32\x38\x4e\x70\x6e\x74\x65\x6e\x68\x58\x37\x33\x30\x58\ -\x20\x63\x5a\x72\x43\x6a\x66\x65\x68\x76\x42\x37\x49\x55\x75\x55\ -\x65\x74\x61\x38\x59\x31\x63\x56\x44\x6a\x66\x63\x71\x6e\x49\x5a\ -\x77\x51\x79\x4c\x54\x2b\x5a\x34\x39\x64\x52\x38\x6e\x67\x53\x2f\ -\x56\x46\x47\x68\x32\x72\x4d\x77\x74\x43\x6c\x75\x54\x79\x64\x77\ -\x7a\x35\x63\x36\x4c\x42\x52\x76\x65\x49\x79\x4c\x58\x20\x41\x39\ -\x75\x73\x59\x77\x39\x4a\x70\x51\x71\x4a\x63\x75\x66\x74\x4b\x61\ -\x4b\x42\x75\x69\x50\x41\x44\x4d\x76\x66\x4b\x64\x79\x5a\x7a\x68\ -\x65\x47\x56\x6d\x37\x73\x52\x46\x4d\x6f\x64\x4a\x67\x59\x2b\x62\ -\x6d\x67\x74\x37\x6a\x47\x64\x36\x76\x52\x34\x70\x45\x6f\x50\x77\ -\x43\x32\x49\x56\x7a\x55\x6b\x63\x71\x4f\x20\x51\x52\x30\x2f\x63\ -\x55\x71\x2b\x57\x64\x38\x44\x68\x72\x63\x69\x4b\x36\x48\x6f\x39\ -\x61\x5a\x36\x2b\x6b\x66\x47\x4f\x72\x73\x64\x74\x66\x67\x35\x47\ -\x71\x67\x2f\x62\x76\x4f\x36\x31\x55\x74\x52\x76\x6b\x62\x46\x59\ -\x4b\x56\x5a\x46\x58\x6c\x62\x4b\x74\x39\x31\x32\x6d\x51\x45\x4b\ -\x77\x39\x6e\x4f\x59\x42\x78\x20\x7a\x65\x58\x4e\x34\x66\x42\x35\ -\x49\x6e\x6f\x66\x72\x69\x34\x48\x55\x46\x6a\x6d\x69\x75\x38\x43\ -\x59\x4a\x4d\x67\x62\x2b\x36\x2f\x49\x68\x34\x4a\x76\x42\x37\x6c\ -\x38\x6c\x57\x74\x72\x52\x56\x66\x6d\x79\x50\x75\x64\x79\x67\x7a\ -\x51\x31\x43\x72\x65\x33\x79\x62\x75\x79\x6b\x59\x75\x4c\x77\x55\ -\x72\x48\x70\x56\x20\x37\x64\x74\x32\x56\x37\x43\x4b\x52\x43\x4a\ -\x7a\x42\x76\x38\x33\x49\x4e\x67\x63\x42\x36\x71\x65\x53\x46\x69\ -\x74\x6a\x47\x4c\x35\x55\x35\x36\x54\x77\x44\x66\x52\x35\x78\x37\ -\x4d\x77\x31\x42\x4d\x4a\x50\x49\x72\x32\x6c\x4b\x35\x78\x30\x63\ -\x4b\x56\x67\x44\x4a\x58\x4e\x63\x4e\x77\x46\x2b\x42\x57\x73\x63\ -\x31\x20\x33\x39\x75\x56\x35\x35\x77\x61\x7a\x44\x41\x42\x72\x49\ -\x66\x39\x7a\x75\x69\x58\x36\x69\x74\x41\x44\x31\x47\x34\x33\x4e\ -\x68\x69\x42\x2f\x41\x35\x76\x48\x72\x4f\x70\x53\x68\x33\x4e\x6b\ -\x65\x43\x64\x37\x59\x45\x67\x2b\x56\x73\x6c\x69\x65\x46\x5a\x4b\ -\x37\x37\x47\x75\x74\x79\x4e\x42\x58\x6b\x4a\x6f\x4b\x38\x20\x56\ -\x33\x75\x33\x50\x52\x59\x63\x34\x33\x32\x4d\x4f\x73\x4f\x4b\x42\ -\x68\x6f\x2b\x43\x76\x71\x6a\x43\x71\x63\x55\x55\x62\x6c\x79\x53\ -\x39\x48\x39\x6e\x37\x47\x6f\x62\x63\x64\x4c\x63\x79\x54\x34\x61\ -\x35\x44\x7a\x53\x76\x39\x4d\x62\x53\x33\x61\x51\x36\x62\x35\x6e\ -\x50\x74\x42\x6a\x2f\x42\x4e\x32\x39\x62\x67\x20\x62\x71\x32\x39\ -\x52\x75\x45\x4e\x74\x54\x4e\x6e\x68\x5a\x63\x76\x58\x2b\x34\x32\ -\x52\x30\x4d\x50\x43\x76\x70\x38\x57\x79\x70\x58\x73\x59\x41\x58\ -\x49\x42\x4c\x77\x2f\x30\x35\x4b\x61\x75\x71\x64\x45\x44\x30\x75\ -\x6c\x65\x73\x65\x31\x52\x74\x37\x4b\x6d\x67\x4b\x4e\x70\x79\x4c\ -\x79\x4b\x38\x42\x41\x66\x6c\x67\x20\x49\x70\x73\x66\x31\x35\x53\ -\x35\x48\x45\x75\x57\x55\x4c\x56\x36\x64\x57\x4d\x4c\x4c\x6f\x73\ -\x63\x5a\x52\x48\x49\x51\x68\x55\x4e\x34\x4f\x32\x75\x4e\x64\x4b\ -\x2f\x57\x31\x53\x65\x72\x63\x42\x71\x30\x4a\x57\x43\x50\x4b\x65\ -\x71\x2f\x39\x51\x71\x39\x2f\x35\x6b\x63\x74\x57\x77\x6e\x42\x42\ -\x41\x55\x36\x6a\x78\x20\x58\x38\x44\x68\x6f\x44\x39\x4d\x5a\x4c\ -\x73\x2b\x55\x65\x36\x63\x53\x43\x51\x79\x78\x32\x66\x37\x54\x72\ -\x5a\x77\x6c\x48\x6a\x69\x34\x68\x69\x65\x2b\x65\x44\x51\x2b\x39\ -\x67\x47\x73\x6b\x37\x51\x64\x53\x71\x73\x51\x32\x57\x64\x6f\x4f\ -\x32\x49\x72\x68\x43\x72\x4b\x77\x54\x66\x79\x74\x46\x6b\x4c\x47\ -\x4d\x68\x20\x46\x67\x77\x65\x4c\x6d\x4c\x2f\x44\x6a\x67\x4b\x70\ -\x79\x57\x7a\x6e\x52\x56\x33\x33\x58\x59\x58\x73\x55\x42\x67\x6b\ -\x65\x49\x75\x5a\x2f\x6a\x45\x34\x6f\x6c\x55\x76\x6a\x42\x71\x68\ -\x51\x6a\x41\x51\x51\x66\x4e\x6e\x39\x6d\x33\x72\x66\x5a\x4d\x56\ -\x4d\x34\x44\x66\x53\x50\x65\x4d\x6c\x6e\x78\x64\x75\x31\x6d\x20\ -\x43\x75\x61\x6f\x39\x6e\x52\x36\x33\x4c\x6d\x6b\x38\x52\x41\x49\ -\x42\x4b\x62\x37\x31\x50\x32\x65\x43\x4a\x57\x55\x39\x48\x6b\x48\ -\x35\x31\x57\x6a\x53\x59\x74\x47\x44\x56\x67\x6c\x73\x37\x43\x52\ -\x74\x6a\x76\x2f\x5a\x6f\x78\x2b\x4e\x4a\x48\x74\x4c\x75\x76\x32\ -\x4f\x52\x6d\x63\x42\x4c\x35\x30\x4f\x50\x78\x42\x20\x4d\x63\x7a\ -\x7a\x57\x58\x36\x32\x49\x70\x50\x4a\x4e\x7a\x55\x46\x58\x32\x46\ -\x63\x65\x55\x61\x46\x64\x78\x71\x31\x47\x78\x56\x7a\x46\x33\x41\ -\x6e\x79\x48\x7a\x51\x51\x36\x78\x54\x64\x58\x41\x69\x6b\x52\x68\ -\x31\x56\x6c\x4a\x53\x35\x41\x2f\x76\x58\x61\x6a\x63\x6d\x2b\x6f\ -\x73\x6a\x4f\x36\x7a\x4e\x63\x6e\x45\x20\x51\x2f\x35\x44\x46\x66\ -\x4d\x45\x58\x70\x4c\x39\x70\x34\x6c\x73\x35\x37\x41\x6c\x61\x79\ -\x55\x4f\x6d\x6a\x39\x2f\x5a\x74\x38\x30\x33\x79\x4a\x72\x4f\x63\ -\x51\x49\x42\x79\x75\x79\x43\x44\x67\x59\x54\x33\x77\x35\x30\x6b\ -\x36\x75\x43\x39\x4b\x74\x36\x46\x70\x42\x4e\x69\x48\x71\x2f\x65\ -\x67\x6f\x63\x30\x43\x72\x20\x51\x41\x49\x4d\x31\x39\x59\x70\x38\ -\x48\x64\x52\x66\x6d\x57\x6d\x62\x62\x39\x75\x73\x4e\x6c\x65\x55\ -\x36\x68\x78\x4a\x62\x42\x41\x34\x5a\x76\x4a\x62\x4f\x65\x41\x75\ -\x44\x55\x55\x43\x6b\x32\x72\x77\x6e\x32\x6e\x49\x42\x63\x6f\x2b\ -\x70\x6f\x79\x39\x37\x4d\x56\x4c\x36\x2b\x78\x6e\x68\x33\x6c\x4f\ -\x39\x50\x78\x20\x39\x44\x32\x56\x65\x68\x74\x75\x46\x6d\x47\x6c\ -\x4b\x73\x74\x42\x6c\x36\x6e\x49\x73\x7a\x35\x72\x6c\x6f\x38\x33\ -\x6b\x4d\x57\x43\x67\x61\x74\x46\x39\x43\x50\x41\x53\x30\x37\x74\ -\x41\x59\x66\x75\x44\x61\x56\x61\x30\x59\x44\x2f\x6c\x38\x44\x62\ -\x68\x7a\x36\x75\x49\x75\x65\x4e\x56\x71\x2f\x58\x48\x41\x36\x66\ -\x20\x68\x64\x47\x51\x4f\x74\x55\x33\x39\x75\x2b\x6f\x78\x32\x4b\ -\x78\x32\x59\x37\x72\x6e\x6d\x57\x4e\x6e\x69\x66\x4b\x36\x34\x42\ -\x38\x52\x7a\x72\x62\x78\x47\x34\x79\x4e\x59\x77\x32\x31\x72\x38\ -\x56\x6b\x5a\x2b\x79\x73\x78\x50\x75\x41\x45\x62\x30\x38\x45\x53\ -\x75\x65\x32\x6d\x35\x59\x2f\x32\x4d\x4b\x59\x63\x56\x20\x44\x64\ -\x54\x2f\x41\x32\x52\x6f\x4d\x6a\x71\x64\x79\x68\x64\x69\x37\x43\ -\x45\x48\x78\x2b\x5a\x49\x36\x46\x6b\x67\x50\x62\x76\x4f\x66\x2f\ -\x62\x36\x56\x59\x58\x48\x67\x53\x56\x41\x6e\x77\x6f\x58\x44\x42\ -\x55\x4b\x56\x69\x49\x61\x38\x44\x39\x47\x6d\x58\x70\x47\x61\x2b\ -\x57\x59\x54\x46\x66\x58\x57\x46\x6f\x6d\x20\x54\x51\x71\x78\x57\ -\x47\x79\x32\x46\x4c\x63\x39\x44\x64\x49\x43\x38\x73\x54\x30\x57\ -\x58\x4e\x4f\x4c\x4a\x63\x63\x62\x32\x6c\x70\x71\x65\x6e\x72\x36\ -\x34\x6b\x37\x52\x59\x31\x62\x5a\x49\x47\x49\x78\x6b\x45\x57\x34\ -\x67\x57\x6d\x63\x6a\x73\x7a\x46\x6b\x67\x42\x4b\x30\x46\x58\x49\ -\x71\x77\x51\x4a\x61\x48\x71\x20\x35\x4b\x78\x76\x65\x7a\x65\x41\ -\x7a\x7a\x72\x7a\x4c\x47\x59\x75\x79\x4f\x79\x53\x64\x41\x53\x42\ -\x4c\x61\x44\x72\x58\x4e\x45\x31\x72\x75\x73\x55\x70\x6a\x6c\x75\ -\x51\x39\x48\x6c\x4b\x47\x50\x6b\x56\x61\x71\x63\x7a\x41\x35\x5a\ -\x79\x43\x61\x42\x6e\x2f\x58\x69\x66\x44\x57\x62\x7a\x61\x35\x74\ -\x43\x6a\x56\x32\x20\x41\x33\x55\x49\x58\x30\x68\x6b\x4f\x69\x2f\ -\x7a\x2b\x2f\x30\x48\x48\x46\x44\x6c\x66\x45\x37\x52\x6a\x37\x46\ -\x44\x39\x31\x4e\x51\x34\x53\x46\x42\x48\x72\x49\x71\x79\x36\x57\ -\x71\x4e\x35\x46\x4d\x72\x75\x70\x61\x47\x41\x6a\x4d\x33\x77\x35\ -\x68\x70\x33\x53\x65\x77\x6a\x52\x72\x62\x46\x46\x45\x4c\x4d\x68\ -\x73\x20\x72\x4b\x30\x31\x78\x68\x6a\x46\x68\x6c\x43\x4a\x67\x4c\ -\x61\x43\x4f\x51\x53\x30\x58\x48\x66\x70\x64\x63\x42\x7a\x77\x41\ -\x70\x46\x58\x6b\x4a\x59\x71\x55\x5a\x58\x7a\x4a\x67\x78\x74\x37\ -\x33\x63\x2b\x2b\x71\x39\x2f\x39\x74\x58\x41\x6e\x57\x43\x58\x4e\ -\x4b\x52\x7a\x59\x2f\x65\x57\x58\x77\x4b\x61\x51\x6f\x45\x20\x44\ -\x72\x4b\x34\x7a\x7a\x4e\x38\x64\x74\x57\x65\x79\x68\x63\x57\x55\ -\x56\x6e\x4c\x4b\x4d\x32\x52\x30\x48\x4e\x34\x7a\x53\x49\x32\x71\ -\x2b\x68\x50\x66\x4b\x35\x38\x62\x32\x55\x32\x4f\x31\x44\x33\x47\ -\x51\x71\x46\x35\x76\x70\x67\x51\x54\x4b\x62\x48\x5a\x65\x41\x65\ -\x31\x63\x70\x54\x59\x44\x2b\x7a\x76\x44\x65\x20\x41\x39\x32\x70\ -\x66\x4b\x47\x52\x55\x53\x79\x65\x78\x78\x53\x77\x59\x6f\x47\x47\ -\x72\x79\x6a\x36\x70\x61\x47\x50\x46\x38\x55\x58\x7a\x6b\x33\x43\ -\x6c\x48\x77\x69\x78\x43\x4f\x68\x7a\x77\x74\x38\x5a\x62\x75\x6c\ -\x73\x62\x61\x32\x74\x6b\x66\x37\x74\x72\x34\x61\x56\x39\x4b\x44\ -\x61\x39\x78\x61\x49\x73\x46\x7a\x20\x72\x61\x2f\x6d\x6a\x35\x55\ -\x71\x30\x43\x4e\x42\x2f\x35\x74\x45\x4b\x56\x66\x61\x38\x46\x41\ -\x71\x58\x79\x6a\x62\x6d\x57\x51\x4b\x63\x4f\x4b\x68\x78\x72\x73\ -\x56\x53\x73\x5a\x73\x2b\x69\x77\x69\x4f\x39\x54\x65\x4b\x6a\x4e\ -\x41\x5a\x2b\x50\x39\x4d\x74\x56\x54\x50\x76\x64\x59\x42\x44\x6f\ -\x45\x6c\x71\x76\x79\x20\x76\x42\x68\x5a\x37\x72\x71\x38\x36\x4e\ -\x52\x75\x37\x62\x44\x62\x70\x6a\x58\x69\x73\x45\x6a\x55\x4c\x69\ -\x67\x46\x74\x77\x55\x43\x4c\x59\x72\x55\x65\x37\x4f\x6f\x4d\x64\ -\x45\x46\x50\x49\x76\x77\x69\x4c\x58\x6d\x49\x5a\x2b\x71\x57\x4b\ -\x50\x76\x41\x64\x36\x42\x4e\x77\x74\x61\x44\x66\x4a\x35\x34\x42\ -\x72\x51\x20\x4b\x6b\x57\x2f\x62\x4a\x42\x6c\x43\x74\x38\x48\x49\ -\x69\x42\x39\x6f\x48\x65\x4a\x6d\x6d\x73\x36\x63\x72\x6d\x48\x57\ -\x6c\x70\x61\x71\x6f\x76\x62\x74\x35\x78\x6d\x30\x42\x4e\x56\x4f\ -\x52\x37\x76\x79\x7a\x57\x47\x76\x4a\x58\x30\x67\x65\x61\x42\x68\ -\x41\x67\x76\x71\x73\x72\x7a\x49\x76\x53\x6f\x49\x6d\x44\x6e\x20\ -\x69\x70\x70\x44\x56\x48\x51\x78\x58\x67\x41\x76\x70\x37\x35\x32\ -\x67\x54\x7a\x51\x44\x62\x70\x65\x6b\x51\x31\x41\x72\x51\x6a\x56\ -\x6f\x68\x78\x63\x36\x67\x53\x30\x75\x51\x39\x6e\x55\x58\x62\x51\ -\x46\x33\x78\x33\x45\x77\x30\x32\x33\x49\x37\x71\x4d\x49\x4e\x4a\ -\x56\x58\x31\x33\x75\x72\x50\x37\x78\x6b\x72\x58\x20\x39\x75\x2b\ -\x75\x67\x39\x77\x4b\x65\x6a\x7a\x65\x30\x72\x39\x58\x6c\x4a\x75\ -\x4b\x6a\x76\x31\x32\x4d\x72\x6e\x6e\x72\x48\x57\x57\x4c\x4b\x46\ -\x71\x64\x61\x64\x2f\x4c\x55\x50\x4b\x34\x78\x54\x39\x52\x54\x72\ -\x66\x2f\x64\x37\x52\x72\x68\x2f\x6a\x44\x43\x74\x77\x4a\x4c\x6a\ -\x6c\x31\x72\x6b\x66\x48\x4f\x2b\x32\x20\x35\x47\x53\x78\x4d\x42\ -\x4b\x4a\x75\x39\x67\x32\x68\x59\x73\x37\x30\x74\x6b\x66\x44\x44\ -\x73\x65\x43\x4d\x78\x33\x66\x61\x5a\x44\x6c\x4e\x76\x61\x4d\x74\ -\x6c\x79\x4e\x56\x67\x44\x52\x41\x50\x2b\x76\x2b\x48\x5a\x74\x65\ -\x79\x4d\x6b\x64\x4e\x54\x32\x61\x34\x70\x33\x55\x6b\x42\x61\x41\ -\x6f\x31\x66\x68\x44\x34\x20\x79\x52\x68\x4f\x37\x51\x57\x36\x45\ -\x44\x49\x67\x62\x61\x42\x74\x69\x72\x79\x6b\x4c\x69\x76\x56\x5a\ -\x37\x63\x37\x6d\x4b\x43\x6f\x58\x56\x44\x53\x4b\x53\x32\x30\x79\ -\x45\x4a\x42\x59\x2b\x77\x51\x38\x6d\x31\x56\x36\x42\x41\x6b\x41\ -\x54\x61\x4a\x6b\x4c\x51\x71\x48\x63\x62\x49\x5a\x6e\x46\x74\x4e\ -\x57\x71\x32\x20\x49\x36\x4b\x6f\x69\x6a\x58\x75\x4a\x6c\x48\x66\ -\x4e\x68\x56\x33\x74\x69\x68\x52\x6a\x42\x79\x6b\x4b\x73\x65\x57\ -\x65\x68\x62\x4f\x56\x4b\x52\x64\x52\x4b\x2f\x48\x6c\x64\x73\x51\ -\x50\x6f\x6e\x6f\x68\x78\x68\x35\x32\x58\x6d\x37\x57\x50\x6c\x30\ -\x52\x7a\x36\x66\x6a\x6b\x51\x61\x44\x6e\x47\x73\x66\x42\x72\x6b\ -\x20\x6e\x4e\x4c\x4d\x61\x49\x33\x41\x49\x78\x5a\x35\x45\x69\x47\ -\x4a\x75\x6b\x6c\x31\x7a\x45\x61\x66\x4d\x74\x30\x71\x42\x34\x67\ -\x72\x31\x61\x37\x52\x6d\x55\x61\x31\x53\x73\x54\x34\x55\x50\x57\ -\x72\x53\x4c\x4f\x67\x38\x56\x4b\x64\x59\x52\x4e\x65\x77\x77\x32\ -\x41\x64\x51\x6f\x76\x43\x43\x7a\x33\x67\x68\x6d\x62\x20\x56\x54\ -\x45\x47\x35\x6c\x68\x30\x67\x59\x69\x30\x34\x4d\x30\x4d\x52\x32\ -\x70\x6e\x4e\x6f\x41\x6f\x2f\x36\x38\x6a\x31\x7a\x6c\x4d\x71\x37\ -\x63\x37\x69\x41\x54\x71\x58\x79\x33\x49\x6f\x32\x55\x4f\x76\x5a\ -\x44\x4b\x46\x77\x35\x6c\x6c\x4b\x61\x79\x7a\x5a\x48\x51\x66\x63\ -\x43\x53\x37\x5a\x62\x49\x72\x46\x6d\x7a\x20\x33\x47\x32\x62\x4e\ -\x74\x77\x48\x37\x4f\x68\x67\x4a\x4e\x78\x6c\x52\x4c\x2f\x79\x55\ -\x6f\x58\x4e\x69\x4b\x6b\x69\x45\x76\x53\x2f\x54\x6e\x52\x34\x44\ -\x61\x4f\x4b\x6e\x4a\x73\x65\x67\x33\x76\x47\x57\x48\x56\x59\x45\ -\x67\x33\x34\x4d\x77\x7a\x76\x51\x2f\x65\x6e\x5a\x4c\x36\x77\x78\ -\x33\x79\x46\x34\x70\x48\x77\x20\x58\x59\x49\x75\x73\x55\x37\x56\ -\x6b\x61\x5a\x59\x50\x41\x33\x30\x58\x49\x52\x5a\x59\x44\x34\x4a\ -\x39\x6a\x7a\x67\x73\x31\x68\x4f\x61\x38\x39\x6d\x4b\x79\x5a\x52\ -\x52\x79\x7a\x58\x45\x5a\x35\x4c\x35\x51\x71\x48\x4d\x38\x56\x64\ -\x68\x78\x63\x47\x41\x76\x50\x37\x6a\x43\x34\x44\x47\x68\x54\x75\ -\x45\x4f\x54\x50\x20\x36\x73\x32\x69\x70\x68\x6d\x78\x47\x78\x55\ -\x4f\x51\x4d\x31\x32\x30\x4f\x32\x43\x7a\x41\x56\x74\x4b\x48\x31\ -\x78\x67\x33\x6a\x4c\x77\x42\x41\x37\x67\x70\x49\x46\x4d\x6f\x4a\ -\x30\x49\x4c\x70\x43\x30\x54\x62\x78\x38\x6b\x4e\x71\x31\x56\x51\ -\x5a\x62\x46\x43\x39\x76\x46\x51\x45\x4e\x41\x41\x53\x6f\x73\x4b\ -\x32\x20\x4d\x35\x34\x67\x4d\x34\x48\x49\x43\x72\x42\x50\x67\x54\ -\x77\x4e\x4d\x6c\x74\x56\x7a\x78\x4e\x50\x5a\x39\x4f\x44\x36\x44\ -\x65\x78\x45\x6b\x44\x6f\x46\x78\x2f\x75\x38\x42\x30\x54\x2f\x55\ -\x77\x69\x30\x2f\x58\x64\x57\x4b\x77\x68\x4a\x6b\x58\x35\x4e\x76\ -\x41\x57\x59\x49\x50\x41\x44\x61\x36\x56\x58\x31\x44\x56\x20\x32\ -\x79\x57\x32\x2b\x67\x54\x51\x56\x78\x70\x6c\x6b\x63\x4a\x42\x51\ -\x4a\x51\x52\x31\x64\x4c\x53\x42\x35\x70\x52\x4a\x41\x6b\x32\x4b\ -\x53\x49\x4a\x4c\x42\x61\x6a\x44\x6b\x67\x74\x79\x6b\x46\x34\x49\ -\x75\x4c\x42\x65\x62\x74\x31\x6f\x43\x38\x69\x4a\x69\x75\x71\x65\ -\x56\x57\x36\x56\x65\x67\x42\x71\x51\x57\x64\x20\x62\x62\x78\x71\ -\x62\x61\x78\x53\x4c\x79\x4c\x76\x42\x64\x51\x36\x4c\x45\x36\x6c\ -\x4f\x71\x65\x38\x4d\x57\x69\x35\x46\x31\x68\x4b\x55\x78\x77\x37\ -\x39\x4d\x42\x59\x63\x6c\x63\x74\x77\x57\x42\x49\x48\x55\x6d\x6a\ -\x65\x6c\x6c\x37\x4a\x76\x66\x46\x57\x43\x77\x32\x32\x37\x48\x46\ -\x6a\x49\x6a\x65\x70\x74\x62\x63\x20\x6a\x2b\x68\x58\x67\x51\x57\ -\x43\x6e\x74\x65\x57\x7a\x6b\x32\x5a\x62\x39\x56\x49\x52\x41\x4d\ -\x4e\x56\x77\x39\x74\x43\x41\x50\x30\x4f\x62\x57\x39\x64\x57\x50\ -\x70\x75\x6a\x4e\x6d\x34\x65\x67\x49\x54\x31\x54\x30\x75\x51\x54\ -\x48\x30\x32\x64\x75\x4d\x6d\x6d\x4a\x42\x6c\x2b\x6c\x58\x74\x4c\ -\x63\x71\x7a\x48\x73\x20\x52\x33\x6b\x59\x34\x5a\x58\x41\x6e\x39\ -\x76\x54\x32\x54\x45\x6c\x7a\x32\x4d\x42\x2f\x31\x30\x4b\x35\x62\ -\x79\x47\x33\x72\x2b\x72\x39\x55\x39\x6a\x65\x76\x35\x77\x34\x43\ -\x78\x52\x2f\x65\x33\x6f\x5a\x38\x6f\x47\x56\x50\x4d\x69\x30\x71\ -\x56\x6f\x44\x70\x55\x43\x78\x69\x59\x55\x65\x6b\x53\x6c\x53\x6b\ -\x53\x72\x20\x56\x45\x31\x4d\x30\x41\x58\x71\x6c\x56\x33\x45\x47\ -\x5a\x69\x42\x53\x42\x2f\x59\x6c\x47\x4c\x53\x70\x53\x39\x37\x46\ -\x2b\x67\x36\x31\x4b\x78\x48\x50\x61\x4d\x2f\x4d\x57\x61\x6d\x71\ -\x67\x36\x38\x6c\x34\x72\x4d\x45\x58\x51\x42\x53\x43\x76\x6f\x45\ -\x58\x69\x37\x54\x4e\x33\x41\x37\x31\x42\x39\x55\x44\x43\x6e\x20\ -\x71\x65\x69\x37\x47\x56\x69\x6d\x79\x6a\x4a\x6a\x2b\x59\x67\x31\ -\x33\x41\x4d\x36\x53\x79\x42\x6e\x6b\x61\x73\x45\x2f\x51\x4b\x77\ -\x54\x5a\x55\x76\x55\x46\x57\x38\x55\x31\x7a\x6e\x72\x61\x72\x79\ -\x39\x70\x49\x66\x6d\x67\x42\x64\x41\x76\x38\x43\x58\x57\x61\x52\ -\x76\x42\x48\x70\x78\x6d\x58\x56\x6a\x70\x66\x74\x20\x31\x6d\x4b\ -\x63\x4f\x71\x76\x55\x69\x61\x70\x66\x68\x43\x62\x67\x6f\x46\x4a\ -\x48\x38\x58\x36\x42\x36\x4d\x43\x79\x32\x41\x70\x4a\x55\x58\x46\ -\x56\x31\x42\x48\x46\x45\x64\x56\x36\x52\x55\x49\x49\x2f\x62\x75\ -\x6a\x49\x77\x64\x70\x34\x59\x46\x45\x70\x6e\x4f\x59\x44\x66\x48\ -\x75\x49\x42\x62\x77\x6e\x36\x66\x77\x20\x36\x7a\x4b\x48\x6c\x71\ -\x62\x79\x68\x53\x4d\x59\x4a\x57\x66\x63\x48\x41\x32\x64\x68\x6e\ -\x4b\x76\x71\x6e\x79\x30\x49\x35\x4f\x35\x70\x6a\x6b\x53\x2b\x68\ -\x62\x77\x57\x63\x45\x73\x62\x6b\x75\x6e\x6c\x7a\x64\x48\x51\x73\ -\x75\x42\x36\x76\x5a\x30\x39\x69\x42\x32\x63\x2b\x66\x7a\x30\x6e\ -\x49\x77\x7a\x2f\x42\x4e\x20\x6e\x41\x64\x54\x2b\x63\x4c\x72\x78\ -\x7a\x4c\x47\x6d\x41\x4e\x57\x72\x4c\x48\x75\x56\x42\x55\x7a\x7a\ -\x47\x4e\x49\x52\x44\x2b\x61\x7a\x48\x56\x58\x64\x41\x79\x64\x53\ -\x70\x72\x44\x6f\x63\x63\x52\x6a\x6c\x48\x34\x74\x43\x50\x4f\x2f\ -\x56\x62\x74\x6c\x61\x43\x76\x42\x2f\x70\x63\x59\x77\x38\x62\x36\ -\x33\x6f\x39\x20\x37\x50\x63\x76\x4e\x67\x37\x50\x4d\x50\x79\x58\ -\x66\x5a\x56\x55\x62\x31\x2b\x59\x54\x4b\x34\x66\x63\x78\x6e\x4a\ -\x52\x49\x6d\x46\x47\x6d\x38\x58\x65\x49\x75\x2f\x73\x53\x46\x33\ -\x39\x74\x6e\x6e\x74\x45\x32\x66\x4d\x58\x31\x37\x4c\x70\x66\x72\ -\x54\x69\x65\x53\x36\x58\x51\x79\x75\x53\x57\x62\x7a\x32\x31\x47\ -\x20\x45\x52\x45\x4a\x6c\x4e\x70\x58\x42\x51\x52\x70\x56\x47\x2b\ -\x47\x64\x65\x43\x4f\x6b\x54\x51\x76\x6d\x42\x57\x49\x72\x67\x52\ -\x57\x59\x75\x31\x4b\x70\x47\x70\x46\x4a\x4a\x74\x4e\x5a\x46\x76\ -\x6d\x54\x75\x2f\x62\x55\x74\x76\x73\x47\x49\x32\x6a\x52\x4c\x78\ -\x71\x41\x5a\x6d\x4c\x6c\x49\x4b\x55\x79\x69\x62\x45\x20\x46\x6c\ -\x54\x70\x4e\x6f\x62\x6e\x71\x37\x59\x57\x58\x2b\x78\x76\x44\x64\ -\x2f\x53\x30\x6c\x4a\x54\x33\x4c\x62\x35\x57\x46\x45\x35\x45\x2b\ -\x45\x63\x76\x4e\x6e\x64\x30\x39\x34\x73\x54\x52\x74\x52\x43\x67\ -\x37\x6d\x71\x4c\x5a\x63\x4c\x68\x73\x4c\x4e\x5a\x34\x71\x38\x50\ -\x74\x42\x37\x2b\x64\x31\x72\x74\x48\x76\x20\x47\x5a\x55\x50\x69\ -\x47\x63\x2f\x4e\x42\x33\x30\x59\x63\x58\x63\x68\x63\x2f\x65\x4e\ -\x57\x39\x65\x56\x32\x35\x74\x5a\x79\x41\x75\x59\x6c\x74\x55\x54\ -\x4a\x4e\x69\x35\x33\x6e\x46\x75\x64\x49\x66\x6a\x42\x44\x42\x6f\ -\x72\x72\x42\x77\x68\x59\x52\x65\x6c\x41\x70\x69\x4a\x70\x4f\x78\ -\x4b\x30\x42\x6d\x57\x61\x52\x20\x6f\x4d\x42\x43\x56\x42\x63\x43\ -\x43\x78\x41\x69\x37\x4d\x6a\x33\x62\x56\x47\x6b\x55\x31\x51\x37\ -\x45\x62\x6f\x41\x51\x57\x68\x41\x6d\x59\x46\x58\x4d\x57\x48\x78\ -\x58\x45\x43\x4d\x69\x70\x79\x66\x7a\x4f\x52\x33\x75\x39\x31\x51\ -\x79\x39\x79\x35\x42\x2f\x62\x56\x56\x6a\x33\x50\x30\x42\x36\x61\ -\x67\x41\x71\x76\x20\x54\x2b\x63\x4b\x44\x34\x34\x32\x52\x69\x77\ -\x57\x69\x7a\x6d\x32\x75\x41\x4c\x76\x75\x2f\x31\x33\x50\x44\x65\ -\x4c\x74\x76\x5a\x30\x64\x6c\x46\x4c\x4f\x50\x78\x47\x46\x66\x32\ -\x6a\x71\x6e\x36\x6b\x49\x35\x50\x37\x38\x61\x53\x2f\x67\x46\x47\ -\x49\x42\x68\x74\x4f\x52\x2f\x58\x33\x51\x78\x39\x58\x35\x54\x2f\ -\x54\x20\x6e\x59\x57\x78\x70\x45\x54\x47\x48\x72\x42\x61\x57\x31\ -\x75\x72\x4e\x36\x39\x62\x6e\x57\x65\x6f\x56\x6b\x5a\x35\x4f\x4e\ -\x56\x5a\x65\x47\x33\x35\x71\x36\x61\x65\x66\x6a\x57\x38\x47\x46\ -\x37\x62\x6c\x73\x77\x2b\x33\x42\x77\x4a\x58\x77\x50\x36\x59\x65\ -\x41\x48\x37\x65\x6e\x73\x70\x38\x59\x7a\x56\x69\x52\x51\x20\x2f\ -\x33\x4e\x42\x33\x6a\x76\x38\x69\x46\x79\x54\x79\x6e\x65\x4e\x71\ -\x75\x76\x61\x56\x5a\x6f\x44\x67\x62\x41\x31\x2b\x6a\x78\x44\x45\ -\x70\x4c\x39\x54\x4a\x74\x65\x32\x2b\x4d\x54\x70\x32\x2f\x36\x6a\ -\x4a\x6d\x62\x48\x4d\x65\x73\x74\x61\x71\x72\x4e\x6d\x37\x59\x30\ -\x4e\x6d\x7a\x70\x61\x63\x64\x4d\x53\x73\x63\x20\x30\x5a\x64\x38\ -\x57\x2f\x70\x57\x6c\x67\x4b\x4d\x30\x78\x77\x4b\x4e\x61\x6e\x32\ -\x4c\x51\x4a\x7a\x71\x41\x70\x4c\x38\x4c\x6f\x7a\x52\x77\x63\x4e\ -\x75\x51\x31\x30\x4c\x63\x67\x6d\x50\x46\x33\x4f\x44\x44\x78\x78\ -\x63\x42\x30\x37\x52\x4d\x49\x71\x38\x41\x4c\x43\x49\x78\x62\x35\ 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-\x65\x32\x4a\x66\x70\x7a\x52\x6f\x50\x39\x47\x6c\x48\x63\x4f\x20\ -\x65\x64\x69\x74\x73\x74\x4c\x59\x31\x74\x57\x31\x71\x75\x78\x46\ -\x51\x78\x68\x66\x4c\x57\x47\x67\x2f\x6f\x63\x67\x48\x78\x76\x79\ -\x73\x4c\x57\x4f\x47\x38\x35\x6b\x56\x75\x66\x48\x4d\x39\x5a\x6b\ -\x30\x64\x72\x61\x57\x72\x31\x74\x30\x34\x59\x6b\x38\x46\x53\x56\ -\x71\x2b\x2f\x76\x63\x36\x51\x44\x36\x48\x4f\x4e\x20\x72\x32\x55\ -\x38\x78\x62\x55\x77\x73\x4f\x58\x36\x49\x73\x4d\x56\x2f\x61\x35\ -\x56\x63\x32\x79\x6d\x73\x37\x4e\x63\x71\x37\x4a\x4a\x70\x53\x6b\ -\x59\x2b\x43\x71\x69\x58\x33\x53\x63\x71\x72\x36\x44\x44\x7a\x6c\ -\x34\x35\x55\x47\x48\x4c\x46\x70\x58\x4e\x33\x64\x65\x33\x2f\x70\ -\x4e\x47\x37\x4c\x70\x52\x48\x70\x46\x20\x6f\x62\x4f\x7a\x73\x37\ -\x32\x39\x62\x5a\x4f\x4b\x62\x42\x4a\x56\x54\x31\x55\x4f\x30\x38\ -\x55\x77\x48\x7a\x56\x2b\x30\x43\x61\x38\x70\x65\x41\x43\x64\x69\ -\x79\x56\x4e\x67\x4a\x4c\x51\x5a\x65\x43\x50\x43\x74\x47\x58\x75\ -\x68\x54\x70\x36\x4d\x55\x65\x4d\x6f\x53\x69\x39\x55\x31\x4f\x4c\ -\x31\x56\x7a\x65\x72\x59\x20\x77\x31\x54\x6c\x53\x49\x48\x6a\x31\ -\x4e\x76\x4a\x41\x31\x69\x4a\x38\x6e\x76\x67\x47\x59\x53\x66\x41\ -\x54\x35\x56\x75\x53\x61\x5a\x79\x2b\x38\x55\x31\x46\x74\x62\x57\ -\x36\x75\x33\x62\x46\x69\x37\x74\x48\x51\x2f\x4b\x50\x6f\x7a\x49\ -\x33\x4b\x4e\x57\x73\x35\x43\x65\x42\x66\x65\x44\x47\x32\x4c\x77\ -\x46\x39\x41\x20\x6e\x72\x62\x43\x50\x33\x48\x73\x30\x67\x4d\x4f\ -\x6d\x4a\x63\x66\x53\x38\x42\x6f\x61\x57\x69\x6f\x4b\x7a\x70\x4f\ -\x55\x46\x54\x44\x34\x74\x69\x51\x57\x67\x6d\x57\x5a\x6c\x57\x4c\ -\x53\x76\x2f\x31\x36\x37\x65\x73\x5a\x30\x6b\x30\x49\x4f\x31\x49\ -\x44\x53\x79\x44\x52\x57\x70\x45\x43\x61\x76\x49\x6d\x61\x44\x48\ -\x20\x41\x67\x38\x6e\x73\x70\x32\x37\x2f\x51\x65\x34\x74\x4c\x48\ -\x31\x46\x4d\x4e\x6e\x2b\x4e\x74\x77\x4f\x53\x52\x56\x71\x46\x77\ -\x79\x31\x42\x51\x4a\x76\x45\x46\x55\x37\x68\x66\x6c\x78\x76\x5a\ -\x73\x37\x6b\x4a\x4b\x65\x64\x64\x34\x50\x42\x43\x52\x6f\x6e\x6b\ -\x53\x62\x36\x50\x42\x56\x65\x48\x63\x6a\x6c\x52\x32\x20\x75\x47\ -\x76\x70\x46\x42\x4d\x49\x42\x4b\x5a\x58\x34\x58\x59\x78\x58\x46\ -\x50\x33\x51\x43\x70\x66\x47\x50\x50\x79\x65\x31\x77\x42\x4b\x78\ -\x62\x79\x76\x31\x4c\x74\x7a\x6a\x37\x66\x70\x55\x45\x75\x53\x65\ -\x59\x4c\x65\x30\x79\x33\x30\x68\x77\x4e\x66\x77\x48\x56\x2f\x31\ -\x47\x66\x62\x5a\x59\x2b\x38\x77\x6c\x42\x20\x45\x6d\x32\x5a\x7a\ -\x4e\x57\x44\x7a\x32\x6b\x4b\x68\x51\x34\x44\x53\x47\x53\x7a\x46\ -\x55\x57\x75\x73\x55\x62\x2f\x4a\x53\x70\x38\x66\x65\x6a\x6a\x71\ -\x6a\x79\x56\x37\x69\x77\x63\x78\x2b\x35\x4a\x77\x4b\x65\x42\x61\ -\x53\x4c\x38\x30\x79\x72\x62\x78\x46\x73\x69\x4e\x4c\x41\x6a\x41\ -\x4a\x57\x6a\x70\x45\x69\x58\x20\x48\x47\x67\x62\x6f\x69\x75\x78\ -\x76\x41\x44\x4f\x53\x77\x42\x57\x62\x4e\x79\x49\x4e\x71\x4d\x53\ -\x78\x70\x73\x6c\x39\x2f\x2b\x33\x51\x79\x4b\x68\x62\x46\x56\x68\ -\x49\x37\x42\x42\x6b\x4b\x79\x71\x64\x6d\x42\x49\x47\x46\x64\x65\ -\x36\x4d\x6a\x6e\x30\x79\x33\x42\x59\x4d\x67\x56\x50\x52\x58\x30\ -\x56\x4c\x78\x64\x20\x70\x2f\x37\x69\x38\x2f\x57\x39\x61\x6c\x70\ -\x79\x5a\x56\x71\x64\x4e\x77\x66\x39\x4a\x31\x73\x78\x70\x56\x6d\ -\x58\x74\x6f\x48\x45\x38\x64\x78\x4c\x62\x78\x48\x30\x6a\x6c\x35\ -\x38\x66\x37\x62\x57\x53\x72\x56\x78\x44\x78\x58\x4d\x4b\x31\x53\ -\x49\x69\x52\x4c\x47\x43\x32\x59\x7a\x67\x56\x6c\x34\x63\x6f\x37\ -\x2b\x20\x7a\x2b\x70\x47\x37\x37\x58\x4b\x42\x6b\x48\x58\x71\x76\ -\x65\x61\x43\x36\x4b\x61\x52\x36\x52\x67\x73\x54\x6c\x31\x70\x48\ -\x76\x47\x6c\x6d\x4a\x6d\x61\x31\x58\x56\x58\x48\x56\x59\x70\x46\ -\x59\x50\x4d\x59\x5a\x46\x71\x6a\x54\x68\x37\x53\x70\x47\x32\x62\ -\x47\x7a\x32\x50\x2f\x65\x62\x51\x50\x6d\x41\x4c\x39\x4d\x20\x5a\ -\x44\x75\x48\x7a\x67\x4b\x6d\x46\x43\x2b\x33\x55\x2f\x39\x45\x47\ -\x61\x33\x6a\x6d\x48\x33\x61\x34\x76\x48\x34\x4c\x50\x71\x32\x33\ -\x77\x38\x63\x41\x33\x4a\x64\x52\x79\x62\x37\x51\x55\x72\x35\x72\ -\x6b\x67\x6b\x4d\x71\x64\x4b\x39\x55\x54\x72\x63\x31\x39\x49\x4a\ -\x48\x62\x64\x52\x47\x38\x69\x78\x41\x4c\x2b\x20\x43\x78\x52\x75\ -\x48\x76\x72\x34\x57\x47\x51\x61\x67\x78\x6d\x33\x76\x55\x77\x30\ -\x34\x4f\x39\x33\x74\x52\x77\x38\x7a\x4d\x70\x55\x76\x6d\x73\x52\ -\x65\x30\x68\x45\x32\x74\x4c\x51\x55\x4b\x66\x56\x76\x71\x77\x71\ -\x31\x33\x5a\x6b\x73\x68\x39\x6e\x68\x35\x4f\x41\x45\x34\x2b\x47\ -\x33\x69\x7a\x77\x53\x5a\x51\x54\x20\x67\x59\x66\x61\x30\x39\x6d\ -\x4b\x32\x71\x6f\x6c\x53\x36\x68\x61\x33\x65\x58\x2f\x4a\x38\x72\ -\x69\x34\x55\x66\x6c\x63\x36\x6c\x38\x31\x37\x65\x6e\x34\x6a\x55\ -\x4d\x70\x69\x6e\x55\x2b\x47\x65\x38\x74\x75\x71\x72\x67\x42\x64\ -\x46\x70\x52\x30\x68\x62\x57\x47\x4e\x45\x64\x75\x6e\x56\x6a\x59\ -\x6a\x54\x41\x4f\x32\x20\x69\x49\x68\x72\x73\x54\x57\x69\x78\x68\ -\x48\x56\x65\x67\x7a\x31\x71\x73\x78\x58\x69\x49\x75\x58\x63\x42\ -\x2b\x38\x68\x56\x39\x45\x79\x53\x4a\x6b\x45\x46\x32\x50\x79\x67\ -\x61\x38\x34\x4e\x48\x50\x64\x49\x57\x35\x70\x5a\x33\x49\x52\x6b\ -\x6f\x35\x6e\x64\x4b\x78\x74\x58\x67\x36\x72\x4d\x65\x73\x36\x71\ -\x4d\x2b\x20\x61\x35\x36\x7a\x58\x6d\x42\x46\x68\x65\x38\x6e\x4d\ -\x35\x30\x6a\x32\x70\x50\x73\x4d\x4d\x76\x44\x69\x75\x6a\x48\x73\ -\x63\x36\x44\x69\x44\x30\x61\x34\x54\x56\x57\x4f\x56\x36\x38\x7a\ -\x35\x4f\x44\x74\x33\x54\x72\x41\x73\x30\x49\x35\x42\x58\x57\x41\ -\x4b\x34\x49\x57\x79\x79\x6f\x36\x45\x36\x36\x71\x67\x4d\x45\x20\ -\x35\x71\x70\x33\x72\x33\x50\x78\x4e\x47\x56\x44\x42\x61\x52\x72\ -\x67\x54\x53\x69\x47\x5a\x51\x6b\x51\x68\x6f\x64\x62\x4e\x32\x73\ -\x73\x78\x51\x6a\x52\x72\x53\x6f\x33\x6c\x4c\x6c\x69\x44\x31\x68\ -\x36\x44\x65\x53\x7a\x68\x46\x49\x62\x2b\x6d\x7a\x72\x57\x4d\x74\ -\x65\x57\x73\x4f\x42\x38\x35\x58\x35\x46\x63\x41\x20\x4b\x6e\x70\ -\x56\x49\x70\x32\x2f\x69\x44\x33\x30\x6e\x52\x78\x4b\x4e\x4f\x68\ -\x2f\x75\x50\x51\x64\x48\x4d\x78\x36\x31\x31\x51\x46\x78\x72\x4d\ -\x38\x48\x58\x66\x41\x47\x6d\x6b\x47\x59\x74\x57\x63\x4d\x4e\x6d\ -\x47\x38\x2b\x4f\x68\x4f\x52\x4b\x36\x48\x50\x69\x30\x75\x74\x70\ -\x61\x44\x57\x76\x36\x48\x48\x6b\x2f\x20\x79\x73\x63\x51\x49\x67\ -\x6f\x39\x67\x74\x7a\x6f\x47\x76\x63\x48\x59\x30\x6e\x43\x6c\x33\ -\x51\x77\x66\x32\x58\x34\x2b\x37\x4d\x4e\x4e\x55\x65\x6d\x4f\x71\ -\x64\x32\x75\x37\x73\x70\x46\x4c\x67\x62\x39\x45\x33\x41\x55\x6b\ -\x54\x54\x67\x67\x54\x56\x45\x6b\x51\x71\x6d\x76\x34\x44\x39\x49\ -\x4b\x73\x55\x54\x51\x68\x20\x6b\x45\x43\x6c\x51\x34\x33\x74\x51\ -\x45\x6e\x69\x49\x78\x6c\x4c\x64\x6d\x55\x66\x48\x6f\x66\x62\x61\ -\x30\x74\x4c\x53\x34\x32\x37\x5a\x55\x74\x4d\x6a\x43\x36\x32\x77\ -\x68\x4b\x78\x48\x49\x58\x49\x4d\x63\x4d\x44\x67\x2f\x4f\x4b\x53\ -\x6a\x50\x58\x57\x44\x68\x77\x6e\x71\x6a\x32\x37\x33\x79\x56\x61\ -\x67\x30\x52\x20\x49\x43\x30\x71\x44\x31\x6e\x30\x53\x55\x66\x6c\ -\x32\x64\x71\x2b\x76\x6d\x64\x48\x73\x77\x61\x71\x78\x45\x48\x7a\ -\x35\x38\x38\x73\x54\x6e\x4f\x69\x61\x6f\x6d\x70\x6b\x61\x67\x6f\ -\x45\x56\x57\x69\x70\x57\x56\x69\x46\x47\x51\x36\x35\x63\x74\x43\ -\x4e\x71\x4f\x73\x52\x6f\x69\x68\x46\x4f\x59\x32\x64\x49\x5a\x33\ -\x20\x56\x33\x50\x64\x63\x45\x50\x44\x30\x63\x62\x6f\x59\x77\x7a\ -\x58\x73\x4b\x6c\x42\x54\x30\x33\x6b\x75\x2b\x38\x66\x34\x31\x41\ -\x53\x44\x77\x65\x66\x77\x64\x74\x38\x57\x51\x55\x63\x4c\x66\x44\ -\x64\x39\x6b\x78\x75\x6a\x7a\x65\x4e\x6a\x54\x59\x32\x48\x6f\x7a\ -\x59\x35\x51\x7a\x37\x50\x75\x6e\x56\x71\x58\x7a\x33\x20\x30\x42\ -\x52\x54\x52\x63\x59\x64\x73\x4a\x6f\x44\x67\x58\x41\x52\x4e\x38\ -\x6b\x51\x74\x62\x57\x6f\x33\x4a\x44\x73\x37\x4e\x70\x6a\x64\x73\ -\x48\x61\x36\x45\x4d\x41\x41\x43\x41\x41\x53\x55\x52\x42\x56\x43\ -\x4b\x48\x2b\x66\x30\x48\x39\x4e\x52\x55\x4a\x66\x46\x71\x30\x59\ -\x4a\x34\x65\x61\x69\x4d\x77\x6f\x39\x36\x20\x4c\x64\x64\x6d\x73\ -\x39\x6d\x31\x34\x78\x6b\x76\x30\x75\x6a\x2f\x63\x62\x6c\x69\x7a\ -\x61\x6c\x65\x47\x70\x34\x45\x76\x6c\x53\x6f\x73\x52\x31\x50\x4a\ -\x33\x55\x56\x78\x74\x79\x4e\x61\x37\x30\x76\x6d\x55\x67\x4e\x4d\ -\x42\x32\x6b\x52\x67\x65\x70\x77\x6f\x33\x59\x54\x61\x71\x79\x63\ -\x58\x42\x72\x2b\x49\x6d\x69\x20\x68\x67\x4e\x45\x70\x56\x71\x52\ -\x57\x73\x71\x34\x63\x78\x68\x56\x59\x77\x30\x7a\x6a\x64\x55\x6d\ -\x46\x54\x6b\x66\x57\x4a\x2f\x49\x64\x73\x36\x6c\x77\x69\x39\x35\ -\x4e\x44\x71\x2f\x30\x62\x68\x56\x65\x51\x42\x6a\x6a\x44\x33\x75\ -\x75\x4f\x50\x2b\x46\x51\x6d\x48\x56\x31\x62\x58\x31\x4b\x62\x37\ -\x69\x72\x31\x6a\x20\x54\x6d\x36\x76\x57\x37\x4f\x75\x42\x30\x43\ -\x74\x31\x54\x58\x72\x31\x2b\x78\x6b\x48\x43\x68\x57\x74\x4b\x73\ -\x7a\x50\x79\x61\x48\x43\x42\x65\x58\x62\x47\x62\x49\x75\x57\x49\ -\x4f\x42\x4c\x30\x57\x4c\x37\x66\x2f\x6c\x59\x35\x73\x2f\x73\x74\ -\x6a\x76\x61\x2b\x4a\x45\x67\x71\x46\x70\x6a\x6d\x32\x37\x78\x39\ -\x34\x20\x71\x76\x79\x68\x58\x4a\x66\x4b\x46\x7a\x34\x77\x32\x68\ -\x6a\x39\x58\x62\x45\x64\x74\x2f\x63\x6b\x52\x58\x34\x4c\x2b\x6a\ -\x36\x71\x61\x75\x2b\x51\x76\x75\x33\x33\x4b\x52\x79\x72\x38\x4c\ -\x2b\x4a\x54\x4b\x37\x63\x37\x47\x32\x33\x45\x51\x6e\x36\x76\x79\ -\x2f\x4b\x73\x41\x30\x77\x45\x58\x74\x45\x4d\x72\x64\x71\x20\x58\ -\x4f\x4c\x56\x69\x54\x6d\x4f\x65\x6d\x33\x66\x68\x79\x36\x74\x74\ -\x6c\x52\x74\x36\x32\x75\x63\x69\x6c\x35\x6b\x59\x36\x55\x35\x48\ -\x50\x78\x66\x52\x4c\x34\x41\x38\x6b\x2b\x55\x62\x38\x32\x75\x72\ -\x37\x39\x6a\x73\x4f\x33\x72\x51\x65\x46\x77\x6f\x43\x6a\x36\x4f\ -\x56\x51\x65\x62\x73\x39\x6b\x68\x6a\x6b\x34\x20\x44\x69\x59\x53\ -\x69\x63\x79\x52\x34\x76\x59\x58\x4b\x4e\x66\x4b\x53\x4c\x6b\x30\ -\x31\x56\x6b\x59\x4e\x73\x75\x63\x44\x4a\x72\x43\x44\x52\x39\x44\ -\x35\x59\x64\x54\x4d\x66\x59\x6b\x30\x79\x38\x4f\x33\x64\x53\x48\ -\x34\x36\x38\x30\x72\x57\x39\x71\x62\x49\x7a\x69\x6b\x4e\x78\x74\ -\x64\x7a\x59\x4a\x69\x50\x42\x66\x20\x48\x5a\x6e\x4f\x4b\x62\x57\ -\x62\x69\x54\x51\x32\x58\x43\x4f\x69\x48\x78\x35\x2b\x52\x4c\x4e\ -\x4f\x62\x64\x2f\x69\x73\x51\x67\x70\x6d\x38\x50\x42\x78\x39\x55\ -\x54\x6d\x52\x59\x42\x6e\x79\x67\x33\x71\x70\x48\x6e\x42\x64\x61\ -\x71\x36\x74\x65\x41\x4f\x68\x45\x2b\x33\x4a\x37\x4f\x2f\x64\x2b\ -\x6b\x76\x34\x41\x78\x20\x55\x41\x72\x4b\x4f\x62\x7a\x38\x34\x47\ -\x44\x2b\x6e\x73\x6f\x58\x4b\x6e\x6e\x41\x6c\x32\x56\x43\x62\x62\ -\x35\x55\x39\x41\x5a\x52\x47\x52\x71\x77\x70\x76\x66\x57\x56\x72\ -\x30\x48\x75\x47\x6f\x69\x59\x30\x34\x4b\x31\x63\x57\x72\x74\x4b\ -\x2f\x71\x59\x6c\x46\x39\x72\x44\x32\x54\x76\x59\x57\x4d\x31\x7a\ -\x57\x37\x20\x31\x44\x62\x71\x38\x30\x58\x30\x51\x38\x41\x30\x73\ -\x45\x58\x4b\x57\x4d\x34\x4f\x4a\x70\x31\x4f\x72\x34\x73\x45\x47\ -\x7a\x34\x70\x71\x73\x50\x31\x4f\x4d\x4a\x58\x6f\x6f\x48\x36\x68\ -\x31\x50\x35\x37\x75\x46\x4f\x44\x37\x76\x41\x77\x6b\x42\x67\x66\ -\x70\x2f\x61\x44\x77\x45\x64\x67\x78\x34\x75\x41\x70\x73\x6d\x20\ -\x38\x33\x6c\x32\x49\x48\x30\x44\x37\x67\x7a\x6a\x51\x54\x6d\x4b\ -\x48\x55\x75\x72\x6d\x56\x57\x34\x4e\x79\x34\x4d\x42\x44\x35\x63\ -\x74\x70\x4e\x50\x71\x4f\x45\x59\x45\x61\x37\x52\x6e\x65\x5a\x66\ -\x51\x32\x6f\x6c\x52\x32\x63\x61\x57\x6c\x47\x4e\x50\x79\x71\x4b\ -\x62\x42\x44\x52\x4d\x51\x73\x6c\x46\x55\x35\x72\x20\x44\x67\x53\ -\x65\x62\x4d\x2f\x6e\x2f\x37\x59\x72\x7a\x7a\x73\x53\x6e\x6b\x43\ -\x30\x58\x4c\x41\x43\x72\x50\x6e\x51\x57\x49\x4c\x56\x77\x6b\x42\ -\x67\x66\x6c\x47\x30\x48\x52\x55\x58\x7a\x36\x4b\x6e\x55\x59\x56\ -\x33\x6f\x62\x72\x54\x64\x46\x64\x56\x39\x31\x69\x66\x41\x70\x38\ -\x57\x7a\x39\x50\x68\x77\x51\x6f\x52\x20\x76\x57\x34\x69\x34\x30\ -\x31\x6f\x68\x6c\x57\x4b\x6d\x6d\x6d\x47\x4b\x31\x62\x62\x55\x76\ -\x6e\x43\x62\x6c\x66\x51\x44\x71\x59\x35\x47\x76\x77\x61\x4b\x70\ -\x39\x56\x79\x32\x4b\x74\x71\x74\x6f\x6f\x74\x76\x6a\x66\x34\x6e\ -\x56\x4b\x6e\x71\x62\x77\x43\x4a\x68\x4c\x4f\x39\x4c\x70\x63\x6e\ -\x56\x61\x5a\x52\x6c\x42\x20\x4f\x77\x4b\x51\x64\x6b\x33\x56\x45\ -\x65\x4e\x64\x61\x72\x34\x63\x38\x4a\x5a\x34\x31\x64\x65\x43\x44\ -\x71\x34\x69\x4b\x4f\x49\x31\x69\x50\x43\x30\x54\x79\x6f\x4f\x36\ -\x45\x4c\x64\x57\x51\x53\x35\x52\x5a\x56\x50\x4a\x33\x4f\x64\x65\ -\x2b\x54\x58\x66\x6d\x2b\x68\x4b\x64\x52\x77\x6a\x4c\x58\x36\x5a\ -\x38\x6f\x58\x20\x65\x31\x2b\x56\x79\x68\x66\x4b\x61\x62\x46\x47\ -\x70\x62\x57\x31\x74\x62\x70\x76\x30\x36\x61\x51\x36\x37\x70\x52\ -\x44\x46\x45\x56\x69\x61\x46\x61\x48\x38\x6e\x6b\x50\x76\x6e\x77\ -\x4f\x44\x74\x56\x54\x52\x49\x53\x44\x66\x6a\x37\x58\x53\x4d\x47\ -\x30\x31\x4f\x31\x72\x53\x38\x77\x6b\x64\x58\x59\x68\x4c\x76\x6d\ -\x20\x78\x41\x4c\x31\x6c\x79\x73\x79\x72\x50\x4f\x77\x77\x46\x6e\ -\x4a\x66\x47\x47\x50\x64\x53\x43\x4a\x52\x43\x4a\x7a\x71\x72\x44\ -\x74\x65\x4f\x55\x6a\x59\x62\x77\x50\x78\x58\x71\x67\x31\x71\x66\ -\x53\x76\x4b\x4b\x43\x39\x71\x67\x63\x42\x38\x32\x66\x50\x33\x4e\ -\x62\x74\x66\x4e\x50\x64\x76\x52\x42\x48\x4b\x42\x6b\x20\x55\x33\ -\x73\x32\x65\x38\x6c\x4f\x7a\x47\x35\x47\x6d\x6f\x49\x4e\x62\x2f\ -\x57\x57\x34\x4c\x78\x69\x6c\x48\x4e\x37\x45\x66\x6d\x56\x57\x50\ -\x6c\x36\x52\x79\x36\x33\x63\x6e\x66\x63\x33\x4e\x36\x4b\x31\x31\ -\x2f\x51\x65\x61\x4a\x55\x77\x37\x6b\x54\x49\x6a\x78\x39\x77\x4f\ -\x7a\x35\x78\x34\x2b\x6d\x51\x51\x73\x45\x20\x41\x74\x4f\x6e\x2b\ -\x2b\x51\x47\x52\x4c\x38\x2b\x51\x76\x75\x7a\x76\x59\x4a\x59\x59\ -\x2f\x30\x70\x4b\x6c\x4b\x75\x6a\x76\x66\x61\x56\x4c\x37\x77\x6f\ -\x59\x6d\x4d\x4f\x65\x47\x41\x56\x52\x4a\x5a\x74\x6a\x4e\x6b\x57\ -\x61\x6c\x77\x66\x7a\x70\x66\x4f\x47\x57\x69\x34\x30\x34\x47\x4c\ -\x5a\x48\x67\x4a\x59\x70\x38\x20\x48\x63\x2f\x33\x2f\x52\x49\x70\ -\x36\x74\x50\x57\x6b\x52\x64\x52\x66\x69\x33\x49\x41\x34\x69\x74\ -\x62\x6b\x2f\x6e\x78\x74\x77\x64\x70\x37\x53\x54\x38\x79\x67\x37\ -\x61\x33\x64\x4b\x37\x42\x36\x70\x77\x31\x36\x4d\x78\x4d\x4d\x4e\ -\x52\x79\x6d\x63\x69\x71\x56\x56\x78\x64\x52\x42\x79\x55\x39\x4c\ -\x53\x53\x50\x36\x20\x4f\x46\x58\x75\x6e\x2f\x59\x56\x54\x2f\x71\ -\x70\x70\x4b\x57\x6c\x70\x61\x5a\x76\x79\x36\x61\x2f\x41\x4b\x38\ -\x73\x63\x33\x67\x39\x4c\x6b\x65\x4f\x4a\x68\x41\x46\x61\x49\x6b\ -\x45\x7a\x31\x47\x34\x44\x53\x69\x71\x63\x4b\x55\x61\x2f\x59\x6c\ -\x71\x64\x57\x47\x38\x51\x75\x6d\x70\x5a\x71\x54\x6d\x47\x51\x62\ -\x6e\x20\x6b\x49\x6b\x32\x56\x64\x32\x6c\x52\x71\x71\x78\x67\x50\ -\x38\x57\x68\x61\x46\x64\x5a\x31\x57\x74\x4c\x45\x35\x33\x64\x54\ -\x32\x2f\x4b\x32\x50\x76\x43\x74\x36\x4f\x6f\x61\x39\x64\x6b\x4b\ -\x66\x62\x30\x74\x6b\x7a\x41\x41\x61\x56\x37\x4b\x42\x77\x66\x30\ -\x63\x36\x4f\x36\x36\x67\x47\x67\x6b\x30\x66\x45\x37\x51\x20\x79\ -\x38\x73\x63\x63\x6b\x58\x74\x6d\x30\x5a\x72\x5a\x72\x6d\x66\x2f\ -\x59\x78\x63\x2b\x6f\x55\x4b\x2b\x70\x5a\x6b\x76\x72\x74\x69\x58\ -\x6e\x55\x77\x4c\x5a\x48\x51\x4f\x78\x58\x39\x44\x6a\x74\x76\x43\ -\x69\x6e\x65\x61\x6d\x49\x64\x30\x46\x6d\x37\x74\x66\x66\x55\x58\ -\x5a\x47\x4a\x37\x41\x71\x37\x30\x6a\x79\x6a\x20\x45\x71\x4d\x32\ -\x6f\x61\x69\x49\x38\x50\x31\x79\x6a\x34\x72\x52\x50\x61\x72\x39\ -\x65\x4c\x5a\x51\x36\x42\x46\x76\x71\x66\x4a\x63\x4e\x42\x70\x74\ -\x62\x41\x36\x48\x62\x6d\x64\x51\x67\x6c\x4f\x55\x63\x54\x64\x49\ -\x53\x4f\x65\x37\x76\x69\x33\x77\x70\x7a\x4b\x48\x48\x42\x58\x7a\ -\x36\x31\x43\x6f\x62\x6d\x68\x6a\x20\x31\x76\x33\x73\x5a\x34\x42\ -\x49\x6f\x2f\x2b\x69\x45\x59\x49\x56\x77\x43\x61\x72\x54\x6d\x59\ -\x38\x34\x37\x57\x6c\x73\x7a\x65\x35\x70\x75\x70\x77\x53\x68\x73\ -\x30\x69\x74\x77\x50\x38\x69\x6a\x43\x4b\x70\x44\x35\x69\x6f\x37\ -\x61\x37\x6f\x37\x4b\x44\x55\x39\x33\x43\x63\x58\x38\x64\x37\x6e\ -\x48\x6a\x62\x42\x4c\x20\x46\x54\x47\x37\x33\x4b\x6f\x2b\x47\x76\ -\x41\x2f\x7a\x6e\x44\x76\x6e\x69\x49\x75\x43\x38\x63\x79\x76\x52\ -\x30\x50\x6b\x55\x68\x6b\x6a\x72\x48\x62\x46\x37\x71\x75\x71\x52\ -\x36\x72\x53\x44\x55\x65\x43\x66\x31\x46\x34\x41\x54\x67\x48\x6f\ -\x48\x6e\x46\x50\x35\x62\x56\x44\x34\x32\x74\x48\x52\x6e\x4c\x49\ -\x7a\x55\x20\x67\x4c\x58\x45\x69\x31\x76\x36\x37\x4e\x46\x54\x30\ -\x59\x68\x6a\x50\x2f\x73\x2b\x70\x55\x54\x37\x37\x2f\x43\x61\x66\ -\x70\x53\x6a\x42\x39\x58\x33\x70\x44\x71\x37\x78\x32\x7a\x76\x44\ -\x52\x43\x50\x42\x46\x38\x6e\x38\x41\x42\x77\x51\x33\x73\x36\x4e\ -\x32\x59\x64\x35\x4a\x49\x6c\x56\x4b\x33\x70\x39\x50\x39\x44\x20\ -\x76\x5a\x54\x4f\x34\x36\x6f\x38\x6f\x5a\x62\x48\x4d\x34\x58\x43\ -\x38\x2b\x7a\x69\x70\x74\x6e\x49\x39\x73\x37\x79\x61\x43\x72\x66\ -\x4e\x61\x77\x62\x2b\x48\x6a\x59\x35\x59\x41\x56\x43\x54\x61\x63\ -\x57\x32\x37\x72\x58\x34\x53\x66\x4a\x48\x4f\x46\x53\x6c\x30\x79\ -\x52\x6d\x54\x4a\x45\x71\x6f\x4b\x42\x66\x38\x69\x20\x78\x33\x4b\ -\x6f\x6f\x4b\x39\x51\x7a\x47\x47\x67\x72\x32\x44\x48\x48\x33\x74\ -\x4d\x42\x61\x45\x41\x7a\x5a\x48\x51\x67\x34\x68\x32\x43\x31\x7a\ -\x5a\x6c\x73\x6f\x39\x33\x68\x4b\x4a\x74\x4c\x61\x6c\x30\x38\x38\ -\x7a\x6a\x6b\x52\x35\x71\x64\x62\x72\x43\x70\x43\x52\x48\x52\x75\ -\x45\x35\x2f\x72\x55\x65\x57\x32\x2b\x20\x7a\x4e\x62\x2b\x66\x76\ -\x59\x44\x45\x41\x77\x47\x51\x7a\x35\x31\x37\x79\x72\x35\x69\x70\ -\x56\x44\x52\x62\x6b\x30\x32\x56\x6e\x34\x4a\x75\x50\x34\x66\x44\ -\x5a\x48\x67\x72\x38\x48\x54\x72\x66\x6f\x47\x78\x50\x70\x66\x4c\ -\x6c\x56\x77\x44\x43\x69\x67\x66\x72\x50\x67\x4a\x54\x4c\x76\x57\ -\x34\x41\x6e\x68\x62\x6b\x20\x4d\x62\x55\x38\x34\x66\x70\x38\x54\ -\x34\x35\x33\x4a\x7a\x77\x61\x38\x4e\x2b\x45\x5a\x35\x32\x39\x45\ -\x78\x62\x65\x6e\x4d\x6b\x58\x37\x68\x72\x50\x57\x45\x50\x5a\x35\ -\x59\x41\x46\x2b\x4b\x49\x42\x66\x30\x6d\x5a\x76\x52\x4f\x39\x50\ -\x70\x79\x57\x39\x6e\x79\x2b\x34\x6c\x51\x33\x47\x41\x79\x47\x66\ -\x4b\x35\x37\x20\x71\x42\x6f\x4f\x45\x2f\x52\x51\x50\x4c\x66\x49\ -\x67\x34\x48\x52\x76\x4d\x62\x76\x53\x65\x55\x4c\x6f\x39\x5a\x38\ -\x4e\x59\x56\x43\x78\x78\x6a\x44\x59\x34\x41\x78\x52\x6f\x38\x63\ -\x72\x79\x31\x73\x49\x42\x43\x59\x58\x34\x56\x37\x4b\x7a\x73\x73\ -\x5a\x6f\x65\x68\x63\x4f\x66\x57\x50\x76\x76\x4f\x2f\x62\x4f\x72\ -\x20\x2f\x59\x79\x47\x33\x2b\x38\x2f\x6f\x4e\x59\x6e\x4e\x35\x54\ -\x7a\x61\x78\x39\x41\x75\x4b\x6c\x71\x32\x73\x77\x50\x6a\x4c\x56\ -\x7a\x54\x30\x75\x6b\x34\x52\x44\x46\x57\x51\x71\x6b\x74\x78\x62\ -\x31\x30\x48\x77\x2b\x76\x36\x58\x53\x2b\x64\x35\x4f\x70\x65\x39\ -\x46\x52\x72\x41\x78\x47\x6f\x49\x43\x4c\x79\x72\x36\x20\x4a\x43\ -\x71\x50\x71\x2b\x57\x78\x54\x4b\x48\x77\x41\x69\x4e\x55\x65\x6f\ -\x52\x43\x64\x51\x73\x63\x61\x35\x35\x6e\x75\x4d\x62\x7a\x2b\x56\ -\x53\x2b\x73\x4a\x68\x64\x33\x46\x47\x66\x6a\x49\x42\x46\x4c\x46\ -\x6a\x2f\x59\x56\x55\x70\x59\x2b\x4b\x33\x77\x30\x65\x71\x5a\x65\ -\x37\x63\x41\x2f\x75\x6d\x2b\x56\x72\x56\x20\x79\x71\x45\x69\x65\ -\x68\x67\x69\x69\x31\x45\x4f\x6f\x34\x79\x6f\x62\x4b\x77\x6f\x6e\ -\x4a\x6e\x4f\x46\x38\x6f\x31\x6b\x4e\x69\x4a\x70\x6b\x6a\x6b\x44\ -\x59\x37\x59\x79\x44\x61\x58\x6d\x38\x64\x54\x61\x42\x6b\x4b\x2b\ -\x51\x39\x31\x6c\x4e\x2b\x68\x78\x45\x65\x36\x42\x55\x48\x2b\x4e\ -\x35\x6e\x76\x2b\x6a\x4c\x2f\x20\x6e\x74\x4b\x47\x2f\x55\x77\x4d\ -\x69\x51\x62\x39\x58\x30\x4f\x35\x68\x4a\x47\x2f\x67\x34\x2f\x37\ -\x58\x4d\x34\x61\x71\x35\x74\x76\x63\x79\x52\x34\x44\x66\x43\x47\ -\x32\x71\x32\x39\x68\x34\x2b\x57\x75\x34\x6f\x46\x2f\x4c\x63\x71\ -\x76\x47\x32\x63\x39\x7a\x79\x59\x54\x63\x43\x54\x49\x49\x38\x6a\ -\x50\x46\x6e\x6c\x20\x38\x6c\x53\x2f\x6e\x31\x55\x6b\x55\x48\x2b\ -\x39\x49\x4d\x4f\x57\x70\x69\x4a\x79\x59\x54\x4c\x58\x64\x66\x30\ -\x75\x50\x4b\x63\x33\x7a\x71\x34\x4f\x41\x41\x50\x6d\x66\x69\x2f\ -\x69\x57\x58\x63\x4d\x5a\x6a\x76\x4b\x67\x77\x69\x74\x37\x47\x77\ -\x63\x4e\x31\x6b\x6b\x58\x46\x50\x56\x4f\x68\x56\x6d\x5a\x4c\x46\ -\x41\x20\x2f\x56\x6d\x4b\x33\x4d\x6a\x49\x76\x30\x4b\x62\x55\x58\ -\x31\x33\x71\x72\x4e\x37\x44\x4c\x62\x47\x2b\x39\x6e\x50\x63\x4b\ -\x4b\x4e\x39\x65\x38\x6f\x39\x65\x6b\x62\x53\x63\x57\x66\x4e\x6b\ -\x62\x50\x47\x45\x76\x66\x7a\x2b\x5a\x6d\x66\x37\x33\x32\x4f\x51\ -\x73\x37\x30\x76\x6d\x4b\x6f\x75\x69\x52\x58\x44\x38\x6e\x20\x67\ -\x62\x54\x41\x30\x6c\x4c\x6e\x70\x79\x47\x7a\x4b\x31\x6d\x5a\x79\ -\x6e\x65\x31\x4d\x67\x6e\x69\x31\x55\x6e\x5a\x4a\x56\x69\x31\x61\ -\x70\x55\x37\x5a\x2b\x62\x4d\x6a\x51\x7a\x76\x6f\x75\x78\x44\x57\ -\x4d\x41\x49\x6a\x52\x4d\x6e\x67\x54\x6e\x47\x36\x72\x51\x4e\x6d\ -\x7a\x65\x50\x74\x61\x4a\x39\x4c\x45\x67\x30\x20\x57\x50\x39\x46\ -\x6b\x42\x38\x7a\x73\x76\x39\x55\x75\x33\x56\x35\x51\x37\x71\x72\ -\x2b\x35\x46\x4a\x66\x4e\x37\x39\x2f\x4a\x75\x78\x59\x58\x50\x50\ -\x73\x74\x6b\x48\x48\x76\x41\x51\x79\x4f\x6d\x55\x2f\x32\x47\x63\ -\x70\x53\x72\x76\x6d\x6a\x56\x7a\x78\x6e\x4d\x62\x4e\x76\x56\x55\ -\x46\x4e\x79\x75\x57\x39\x66\x54\x20\x73\x32\x37\x44\x70\x6f\x70\ -\x64\x6b\x77\x2b\x61\x50\x33\x39\x6d\x6e\x79\x50\x33\x69\x75\x63\ -\x78\x4e\x74\x6e\x4d\x77\x6d\x73\x67\x4d\x6b\x78\x35\x49\x50\x43\ -\x4a\x39\x5a\x74\x36\x4a\x71\x58\x5a\x38\x71\x52\x74\x61\x36\x37\ -\x66\x74\x50\x6d\x35\x32\x54\x4d\x50\x4f\x41\x39\x6b\x61\x4c\x6e\ -\x4f\x4c\x67\x2b\x74\x20\x36\x46\x4f\x43\x50\x49\x43\x6e\x71\x4e\ -\x37\x35\x44\x52\x47\x4f\x6d\x54\x56\x7a\x2b\x6b\x4d\x62\x4e\x6d\ -\x32\x70\x2b\x4d\x63\x61\x43\x33\x56\x31\x64\x54\x50\x71\x5a\x73\ -\x33\x34\x5a\x63\x6c\x56\x64\x61\x54\x5a\x35\x77\x4f\x75\x71\x54\ -\x6f\x6c\x32\x39\x6b\x35\x55\x6a\x66\x73\x2f\x65\x78\x6e\x7a\x47\ -\x7a\x59\x20\x31\x4a\x4f\x64\x4e\x33\x50\x57\x62\x53\x57\x2f\x73\ -\x48\x4c\x74\x78\x36\x6f\x46\x7a\x70\x73\x7a\x59\x30\x62\x66\x2b\ -\x73\x30\x39\x75\x31\x54\x58\x4f\x47\x50\x32\x7a\x4f\x38\x4b\x6c\ -\x48\x50\x33\x58\x41\x72\x36\x56\x6c\x55\x65\x46\x70\x45\x38\x58\ -\x6c\x77\x59\x71\x66\x2f\x6c\x75\x42\x42\x59\x6c\x73\x77\x58\x20\ -\x50\x73\x45\x6b\x70\x55\x77\x6d\x5a\x55\x6e\x59\x54\x79\x7a\x67\ -\x50\x31\x2f\x68\x56\x78\x4f\x38\x76\x41\x69\x73\x56\x46\x68\x6d\ -\x6c\x4b\x58\x57\x73\x4d\x79\x6e\x7a\x72\x4d\x64\x2b\x66\x78\x41\ -\x49\x49\x6f\x45\x2f\x56\x38\x58\x62\x39\x32\x2f\x45\x77\x49\x76\ -\x46\x55\x33\x56\x4b\x33\x5a\x6c\x61\x52\x68\x72\x20\x61\x49\x69\ -\x70\x30\x54\x75\x42\x77\x30\x59\x36\x52\x34\x55\x72\x30\x72\x6e\ -\x43\x5a\x39\x6b\x7a\x64\x56\x6e\x37\x65\x52\x6c\x54\x56\x31\x63\ -\x33\x59\x33\x71\x56\x75\x52\x45\x59\x55\x56\x51\x70\x63\x4f\x74\ -\x57\x6c\x2f\x63\x56\x43\x6f\x56\x78\x36\x77\x68\x4c\x48\x6d\x2b\ -\x50\x4d\x44\x77\x49\x6c\x62\x58\x2f\x20\x44\x67\x51\x43\x30\x78\ -\x33\x56\x4a\x53\x4a\x36\x6e\x4b\x43\x76\x78\x4f\x74\x75\x4e\x47\ -\x6f\x2f\x78\x7a\x4c\x33\x50\x4b\x6d\x6c\x65\x70\x4d\x61\x73\x41\ -\x41\x54\x43\x2f\x69\x66\x55\x57\x2b\x6e\x72\x78\x4c\x64\x77\x4c\ -\x4f\x6f\x50\x43\x75\x47\x5a\x61\x72\x6d\x32\x61\x72\x70\x30\x35\ -\x65\x50\x74\x69\x73\x53\x20\x69\x38\x56\x71\x74\x58\x66\x72\x76\ -\x78\x6a\x6d\x65\x41\x6f\x6f\x33\x30\x39\x31\x46\x6b\x5a\x30\x76\ -\x61\x78\x45\x4e\x4e\x6a\x77\x57\x6c\x52\x76\x5a\x58\x67\x78\x64\ -\x7a\x2f\x62\x52\x4f\x54\x44\x79\x56\x7a\x58\x4c\x79\x59\x79\x2f\ -\x6e\x37\x32\x4d\x30\x5a\x4d\x4a\x4f\x43\x2f\x54\x4f\x44\x7a\x46\ -\x63\x35\x5a\x20\x4b\x6c\x62\x4f\x53\x6e\x5a\x31\x4a\x63\x63\x36\ -\x36\x45\x48\x7a\x35\x38\x2f\x63\x56\x75\x4d\x38\x55\x33\x37\x7a\ -\x53\x4c\x36\x54\x79\x6e\x64\x39\x64\x69\x7a\x6a\x4e\x44\x55\x32\ -\x52\x6c\x58\x73\x63\x58\x67\x2b\x57\x36\x38\x45\x6a\x71\x54\x43\ -\x62\x72\x34\x49\x54\x79\x64\x7a\x68\x56\x63\x79\x69\x52\x74\x53\ -\x20\x6b\x78\x32\x77\x2b\x70\x50\x56\x2f\x59\x6e\x6f\x58\x70\x44\ -\x6c\x6f\x69\x78\x54\x59\x35\x39\x56\x35\x56\x6d\x6e\x79\x4c\x4f\ -\x4a\x37\x6f\x6e\x58\x6c\x55\x57\x44\x39\x61\x39\x43\x35\x61\x38\ -\x4d\x58\x38\x34\x71\x56\x6b\x35\x50\x64\x58\x55\x4e\x61\x30\x56\ -\x57\x63\x62\x78\x41\x77\x38\x64\x41\x72\x32\x42\x6b\x20\x71\x35\ -\x32\x63\x4d\x66\x4b\x57\x52\x4c\x62\x72\x71\x59\x6e\x63\x37\x33\ -\x37\x32\x4d\x31\x34\x69\x6a\x66\x58\x76\x45\x70\x46\x72\x47\x54\ -\x6d\x48\x75\x6b\x62\x68\x2f\x48\x53\x2b\x4d\x4b\x79\x44\x63\x74\ -\x6e\x78\x52\x74\x69\x35\x41\x39\x72\x37\x63\x41\x34\x62\x54\x51\ -\x59\x78\x45\x70\x35\x72\x53\x2b\x38\x52\x20\x43\x4b\x2f\x43\x63\ -\x69\x77\x69\x72\x32\x4b\x51\x4f\x34\x65\x6f\x6e\x70\x72\x73\x37\ -\x50\x37\x6a\x52\x4d\x59\x65\x69\x55\x6b\x50\x57\x49\x42\x45\x47\ -\x2b\x76\x50\x56\x6a\x55\x72\x30\x6c\x31\x64\x4b\x35\x69\x43\x35\ -\x56\x4d\x73\x36\x4c\x39\x43\x6c\x59\x76\x4b\x48\x4f\x71\x6d\x79\ -\x6a\x30\x38\x6c\x56\x72\x64\x20\x4f\x64\x6f\x59\x70\x55\x4c\x55\ -\x48\x77\x4b\x56\x58\x42\x30\x66\x70\x38\x70\x39\x36\x31\x6a\x47\ -\x32\x38\x39\x2b\x4a\x70\x4e\x6f\x6f\x50\x34\x34\x6b\x4e\x38\x77\ -\x73\x6a\x4c\x65\x56\x65\x54\x53\x64\x4c\x37\x72\x57\x31\x53\x59\ -\x77\x56\x52\x6f\x7a\x4f\x71\x4b\x6c\x64\x63\x6c\x75\x37\x72\x2b\ -\x4d\x68\x6e\x33\x20\x32\x30\x39\x7a\x49\x42\x44\x75\x45\x33\x73\ -\x73\x53\x6a\x79\x64\x37\x79\x70\x58\x65\x37\x74\x4c\x54\x45\x58\ -\x41\x6d\x6e\x4c\x38\x66\x76\x38\x42\x74\x51\x35\x4c\x38\x62\x72\ -\x2b\x44\x75\x57\x68\x56\x4c\x37\x77\x52\x69\x70\x59\x47\x44\x66\ -\x56\x31\x2f\x75\x74\x54\x2b\x34\x41\x6a\x71\x76\x77\x4e\x44\x2b\ -\x76\x20\x6d\x6a\x37\x7a\x49\x32\x4d\x56\x37\x2b\x31\x6e\x50\x35\ -\x4e\x4e\x53\x65\x44\x35\x4f\x37\x78\x2b\x6b\x75\x55\x52\x75\x62\ -\x31\x32\x65\x2f\x48\x43\x2f\x6d\x61\x33\x67\x79\x6e\x5a\x6d\x53\ -\x2b\x6c\x72\x4e\x5a\x52\x76\x35\x33\x4b\x64\x77\x2b\x7a\x68\x39\ -\x72\x62\x32\x65\x56\x64\x67\x44\x31\x42\x6f\x56\x44\x6f\x20\x4d\ -\x55\x62\x65\x44\x70\x54\x7a\x44\x54\x6f\x35\x45\x71\x69\x2f\x64\ -\x4b\x52\x72\x77\x34\x32\x4e\x52\x31\x6b\x66\x66\x32\x66\x6b\x59\ -\x46\x56\x55\x2b\x47\x51\x71\x58\x33\x6a\x66\x2f\x6d\x43\x31\x6e\ -\x7a\x31\x4a\x4e\x72\x73\x6d\x4a\x39\x58\x54\x58\x6f\x4e\x77\x30\ -\x34\x67\x6e\x71\x62\x35\x31\x57\x37\x58\x7a\x20\x5a\x46\x4d\x67\ -\x63\x4e\x43\x51\x49\x30\x35\x52\x33\x42\x73\x70\x4c\x38\x78\x65\ -\x4f\x6d\x4e\x4f\x33\x52\x63\x6d\x38\x31\x35\x33\x46\x2f\x76\x6b\ -\x44\x4b\x75\x66\x61\x4c\x44\x2b\x30\x36\x68\x38\x74\x38\x77\x68\ -\x74\x58\x44\x57\x30\x4c\x71\x6c\x61\x4d\x44\x2f\x64\x75\x41\x36\ -\x52\x68\x62\x71\x72\x55\x62\x6b\x20\x33\x46\x53\x75\x36\x38\x2b\ -\x54\x66\x61\x39\x37\x4b\x55\x36\x73\x72\x71\x36\x75\x57\x47\x50\ -\x71\x48\x4b\x55\x4f\x70\x55\x47\x56\x4f\x6f\x48\x35\x43\x41\x30\ -\x79\x30\x42\x4e\x51\x61\x33\x56\x48\x78\x35\x6b\x5a\x65\x50\x30\ -\x43\x79\x37\x6c\x6c\x56\x6d\x4c\x64\x6f\x50\x2b\x2f\x46\x63\x38\ -\x47\x5a\x61\x75\x69\x20\x50\x59\x4b\x73\x42\x64\x59\x71\x64\x42\ -\x75\x6c\x6f\x4f\x67\x71\x6a\x48\x54\x61\x49\x74\x33\x56\x30\x4e\ -\x31\x65\x4b\x4b\x7a\x69\x33\x37\x79\x53\x6f\x50\x52\x5a\x76\x35\ -\x79\x52\x63\x36\x30\x62\x42\x58\x31\x50\x76\x30\x56\x4e\x68\x55\ -\x4c\x39\x62\x64\x62\x6c\x36\x45\x79\x68\x38\x4e\x79\x55\x33\x65\ -\x77\x55\x20\x73\x6b\x38\x48\x4c\x44\x77\x4c\x31\x72\x75\x42\x30\ -\x38\x73\x63\x32\x36\x42\x57\x58\x70\x33\x75\x36\x6c\x6f\x4f\x4f\ -\x4e\x46\x41\x2f\x54\x64\x41\x4b\x75\x32\x47\x6a\x48\x76\x33\x5a\ -\x57\x38\x6e\x46\x70\x73\x39\x32\x39\x30\x2b\x72\x63\x55\x52\x32\ -\x36\x79\x69\x49\x55\x48\x43\x69\x6f\x54\x56\x61\x6b\x69\x45\x20\ -\x4d\x4a\x36\x58\x30\x72\x34\x77\x79\x79\x37\x69\x74\x61\x35\x61\ -\x68\x57\x68\x4f\x72\x61\x52\x46\x74\x41\x32\x6c\x77\x78\x6a\x61\ -\x4e\x2f\x64\x71\x2b\x37\x39\x44\x48\x57\x63\x73\x31\x48\x43\x53\ -\x57\x72\x30\x46\x54\x79\x4e\x56\x44\x6b\x58\x35\x75\x68\x68\x2b\ -\x72\x38\x70\x66\x4b\x47\x63\x34\x4b\x66\x70\x66\x20\x71\x56\x7a\ -\x33\x6c\x44\x62\x58\x6d\x45\x72\x32\x39\x59\x42\x46\x4d\x42\x69\ -\x63\x35\x39\x4f\x2b\x5a\x38\x70\x5a\x7a\x67\x4a\x74\x75\x4c\x77\ -\x52\x52\x36\x34\x75\x64\x53\x73\x75\x6a\x2b\x70\x76\x74\x68\x54\ -\x31\x77\x6e\x33\x30\x51\x2b\x2b\x45\x51\x6e\x56\x78\x78\x35\x56\ -\x44\x4d\x58\x4b\x77\x71\x69\x34\x51\x20\x5a\x43\x46\x65\x71\x2f\ -\x72\x4a\x46\x76\x48\x75\x7a\x58\x51\x44\x62\x51\x67\x64\x6f\x74\ -\x49\x4f\x75\x73\x4a\x31\x57\x56\x59\x66\x4b\x71\x7a\x59\x58\x54\ -\x30\x47\x64\x77\x65\x65\x34\x30\x50\x78\x4e\x35\x52\x33\x4c\x65\ -\x32\x6e\x6c\x37\x4c\x75\x75\x44\x79\x55\x79\x68\x64\x65\x7a\x7a\ -\x34\x38\x57\x39\x33\x6e\x20\x41\x78\x5a\x41\x75\x4c\x48\x78\x4e\ -\x55\x62\x73\x41\x35\x54\x2f\x49\x2f\x55\x78\x73\x6c\x62\x45\x49\ -\x76\x78\x50\x4b\x6c\x65\x34\x6a\x48\x33\x67\x6a\x78\x69\x50\x7a\ -\x35\x6e\x6c\x62\x71\x38\x35\x45\x72\x56\x4c\x46\x42\x59\x4c\x73\ -\x68\x6a\x50\x34\x48\x39\x59\x2f\x38\x44\x39\x44\x4e\x41\x4c\x2b\ -\x70\x7a\x43\x20\x4d\x69\x4f\x79\x31\x4d\x4b\x7a\x52\x58\x57\x57\ -\x37\x73\x73\x32\x51\x43\x30\x74\x4c\x54\x57\x39\x50\x5a\x75\x76\ -\x4b\x4e\x38\x69\x62\x45\x54\x57\x2b\x6e\x41\x4f\x48\x38\x30\x39\ -\x5a\x57\x2f\x6e\x5a\x52\x47\x77\x59\x45\x42\x50\x4e\x5a\x35\x2b\ -\x66\x68\x73\x56\x33\x6a\x6b\x57\x74\x34\x63\x39\x51\x53\x67\x55\ -\x20\x6d\x69\x61\x75\x65\x35\x51\x78\x37\x74\x47\x6f\x48\x41\x57\ -\x79\x42\x48\x51\x42\x4c\x36\x4f\x2f\x32\x52\x34\x6d\x42\x37\x4a\ -\x4d\x34\x43\x6e\x42\x2f\x71\x32\x36\x31\x7a\x35\x65\x62\x71\x64\ -\x74\x62\x79\x59\x57\x61\x4c\x68\x51\x30\x61\x73\x5a\x4f\x53\x66\ -\x62\x6a\x36\x70\x77\x5a\x6a\x70\x58\x6d\x49\x71\x69\x20\x35\x39\ -\x33\x4b\x79\x2b\x72\x44\x48\x77\x33\x34\x72\x77\x50\x65\x4e\x2f\ -\x71\x5a\x73\x68\x4b\x56\x73\x36\x61\x36\x35\x66\x78\x34\x69\x4e\ -\x58\x56\x4e\x61\x68\x50\x58\x67\x58\x6d\x65\x45\x52\x66\x7a\x53\ -\x67\x71\x34\x6b\x6e\x47\x41\x71\x75\x42\x31\x59\x71\x75\x46\x6a\ -\x47\x72\x31\x65\x6f\x71\x67\x56\x55\x59\x20\x58\x61\x64\x57\x4e\ -\x68\x74\x68\x6f\x78\x72\x5a\x71\x46\x5a\x37\x6a\x57\x47\x54\x64\ -\x55\x33\x52\x4f\x72\x62\x58\x39\x4e\x46\x54\x64\x4a\x79\x4e\x50\ -\x70\x39\x76\x4a\x78\x6d\x4a\x32\x62\x71\x31\x78\x68\x6f\x7a\x48\ -\x5a\x46\x70\x69\x4e\x51\x43\x4b\x49\x69\x49\x6e\x59\x31\x51\x43\ -\x7a\x4a\x4e\x56\x41\x39\x45\x20\x64\x42\x62\x49\x50\x49\x48\x35\ -\x69\x73\x77\x48\x6e\x51\x66\x4d\x51\x2f\x48\x2b\x74\x2f\x79\x73\ -\x65\x53\x70\x77\x67\x65\x64\x41\x2f\x36\x62\x4b\x34\x77\x37\x4f\ -\x58\x78\x50\x37\x51\x4c\x31\x6f\x79\x54\x76\x39\x64\x6f\x59\x37\ -\x70\x51\x78\x69\x37\x47\x72\x32\x76\x5a\x32\x58\x56\x63\x41\x71\ -\x32\x64\x77\x38\x20\x51\x6f\x58\x31\x76\x53\x4a\x2f\x78\x46\x64\ -\x39\x51\x54\x71\x64\x58\x6a\x66\x53\x4f\x62\x75\x44\x59\x44\x41\ -\x34\x7a\x38\x46\x39\x72\x53\x67\x6e\x67\x7a\x30\x5a\x5a\x4f\x69\ -\x32\x39\x47\x53\x68\x51\x43\x65\x51\x41\x70\x49\x71\x4a\x4c\x45\ -\x6b\x48\x64\x47\x6b\x56\x53\x64\x54\x70\x62\x71\x36\x72\x61\x74\ -\x72\x20\x4e\x58\x76\x70\x6b\x76\x69\x67\x2b\x66\x4e\x6e\x62\x71\ -\x2b\x75\x44\x67\x72\x46\x69\x45\x55\x69\x4b\x46\x47\x4d\x52\x46\ -\x56\x74\x56\x4a\x41\x49\x45\x47\x4b\x43\x44\x59\x48\x48\x51\x45\ -\x37\x67\x4d\x51\x75\x50\x47\x70\x7a\x37\x6b\x2f\x6e\x38\x69\x31\ -\x50\x30\x50\x4c\x75\x45\x6c\x38\x64\x31\x62\x78\x6f\x68\x20\x54\ -\x2f\x76\x59\x2f\x4d\x62\x43\x53\x53\x2b\x58\x50\x4e\x37\x4c\x4b\ -\x6d\x44\x42\x51\x46\x4c\x79\x61\x63\x6f\x57\x61\x75\x71\x33\x55\ -\x2f\x6e\x75\x53\x36\x67\x67\x4b\x70\x30\x71\x57\x6c\x74\x62\x71\ -\x7a\x65\x74\x57\x33\x32\x43\x49\x4b\x65\x43\x76\x67\x36\x76\x79\ -\x48\x6f\x79\x64\x2b\x67\x32\x41\x43\x38\x41\x20\x7a\x34\x6d\x79\ -\x48\x50\x51\x46\x59\x32\x7a\x43\x54\x4a\x75\x64\x65\x70\x6e\x72\ -\x79\x5a\x7a\x6d\x51\x43\x42\x51\x46\x48\x63\x42\x4b\x6f\x76\x41\ -\x74\x6f\x49\x63\x44\x43\x77\x47\x36\x69\x62\x35\x75\x5a\x4c\x41\ -\x41\x36\x6a\x65\x35\x30\x7a\x72\x65\x32\x41\x73\x33\x5a\x6c\x33\ -\x49\x79\x59\x57\x61\x50\x67\x66\x20\x52\x62\x2f\x49\x6a\x75\x2f\ -\x31\x47\x67\x66\x6e\x79\x4d\x45\x47\x41\x76\x73\x36\x4c\x37\x75\ -\x41\x42\x51\x4f\x56\x36\x51\x2b\x78\x59\x7a\x6d\x78\x46\x66\x68\ -\x41\x4b\x6c\x2b\x34\x65\x58\x66\x65\x52\x33\x4d\x67\x45\x48\x61\ -\x6c\x65\x4c\x70\x56\x4f\x56\x58\x67\x64\x59\x7a\x4e\x6b\x6e\x59\ -\x30\x2b\x6f\x43\x6c\x20\x77\x44\x4c\x51\x35\x30\x58\x31\x4f\x53\ -\x4e\x56\x7a\x37\x2b\x63\x50\x70\x51\x54\x49\x52\x4b\x4a\x7a\x50\ -\x47\x4a\x50\x64\x6c\x73\x4c\x7a\x37\x53\x37\x33\x34\x5a\x44\x41\ -\x62\x6e\x47\x57\x73\x50\x63\x59\x78\x37\x69\x4b\x71\x30\x6f\x68\ -\x79\x4b\x73\x41\x52\x50\x52\x37\x61\x72\x75\x4d\x42\x54\x69\x50\ -\x34\x42\x20\x65\x43\x43\x56\x36\x33\x36\x4b\x50\x66\x42\x44\x4f\ -\x4a\x52\x49\x30\x50\x38\x6d\x55\x57\x34\x45\x5a\x69\x46\x79\x52\ -\x69\x72\x58\x64\x63\x2b\x65\x76\x71\x66\x4a\x35\x47\x55\x5a\x73\ -\x47\x43\x48\x62\x62\x4e\x43\x52\x6e\x44\x4f\x53\x75\x56\x33\x54\ -\x34\x66\x63\x70\x6d\x44\x39\x4b\x31\x54\x4e\x32\x59\x71\x65\x20\ -\x78\x65\x67\x64\x6b\x63\x64\x43\x47\x2f\x43\x55\x4b\x6b\x38\x5a\ -\x77\x35\x4f\x2b\x61\x54\x50\x2f\x39\x54\x4b\x66\x4d\x55\x32\x49\ -\x65\x43\x69\x30\x41\x4b\x4d\x72\x51\x62\x76\x55\x30\x57\x4d\x54\ -\x69\x52\x48\x7a\x54\x79\x62\x53\x30\x48\x43\x77\x63\x54\x68\x61\ -\x6c\x57\x4e\x41\x6a\x38\x62\x37\x4f\x2b\x31\x71\x20\x76\x6e\x43\ -\x74\x6f\x6e\x63\x72\x63\x6f\x64\x54\x50\x65\x33\x2b\x5a\x44\x4b\ -\x35\x62\x52\x66\x48\x6d\x7a\x44\x68\x63\x48\x32\x7a\x63\x63\x32\ -\x70\x71\x58\x7a\x58\x6a\x2f\x62\x55\x50\x55\x77\x56\x4c\x39\x75\ -\x41\x42\x52\x41\x4e\x31\x76\x2b\x58\x72\x79\x67\x33\x6a\x74\x55\ -\x58\x65\x34\x4b\x59\x61\x4b\x44\x2b\x20\x57\x44\x42\x76\x51\x66\ -\x54\x73\x43\x76\x37\x76\x59\x32\x47\x4c\x77\x71\x4d\x47\x65\x56\ -\x77\x4e\x54\x78\x58\x56\x65\x54\x4b\x58\x79\x36\x32\x5a\x74\x44\ -\x74\x39\x6d\x64\x4d\x63\x44\x6c\x32\x6c\x6f\x71\x63\x42\x61\x7a\ -\x76\x53\x75\x56\x63\x78\x78\x68\x6c\x50\x53\x30\x74\x4c\x54\x58\ -\x48\x72\x70\x69\x4f\x73\x20\x63\x6f\x78\x34\x4c\x65\x74\x4f\x59\ -\x75\x53\x69\x34\x37\x47\x77\x43\x66\x67\x39\x71\x72\x66\x33\x69\ -\x65\x38\x50\x45\x33\x56\x44\x32\x4d\x39\x77\x58\x74\x59\x42\x61\ -\x79\x71\x4a\x4e\x44\x59\x75\x45\x64\x48\x7a\x46\x54\x31\x50\x49\ -\x44\x7a\x42\x59\x58\x6f\x46\x66\x52\x4c\x4d\x51\x36\x4c\x79\x30\ -\x50\x53\x35\x20\x63\x35\x39\x59\x76\x6e\x78\x35\x75\x66\x72\x49\ -\x50\x55\x49\x30\x47\x6d\x30\x55\x36\x5a\x74\x6c\x58\x47\x63\x47\ -\x34\x73\x34\x32\x79\x67\x47\x75\x79\x4d\x43\x75\x6e\x61\x6a\x4f\ -\x46\x44\x46\x6a\x53\x6e\x68\x62\x69\x78\x56\x59\x69\x37\x48\x64\ -\x72\x75\x67\x61\x70\x30\x39\x36\x69\x6a\x37\x66\x70\x6e\x51\x36\ -\x20\x76\x5a\x46\x4a\x58\x45\x71\x31\x74\x72\x5a\x57\x62\x39\x32\ -\x30\x2f\x6c\x35\x42\x62\x6d\x31\x50\x5a\x33\x38\x79\x30\x58\x45\ -\x69\x44\x51\x32\x48\x69\x4f\x45\x6b\x68\x4a\x4e\x52\x50\x5a\x47\ -\x4a\x69\x33\x43\x33\x49\x50\x49\x48\x55\x66\x31\x4e\x54\x61\x39\ -\x37\x7a\x37\x34\x6d\x6e\x64\x6a\x62\x32\x42\x2b\x77\x20\x78\x6b\ -\x45\x73\x45\x46\x67\x45\x39\x67\x4b\x46\x38\x30\x45\x58\x54\x6d\ -\x41\x49\x4b\x38\x49\x2f\x55\x42\x34\x53\x39\x4b\x48\x74\x2b\x42\ -\x37\x64\x57\x33\x35\x39\x6d\x79\x4f\x42\x56\x36\x4e\x38\x55\x5a\ -\x45\x35\x77\x46\x79\x38\x54\x59\x76\x4a\x79\x4c\x6d\x4e\x68\x53\ -\x4c\x6f\x61\x70\x44\x56\x43\x71\x75\x4e\x20\x79\x67\x66\x62\x73\ -\x39\x6d\x32\x69\x51\x36\x32\x4d\x42\x43\x59\x58\x2f\x54\x4a\x6e\ -\x52\x33\x70\x33\x47\x76\x59\x78\x61\x61\x67\x4a\x61\x51\x70\x57\ -\x48\x2b\x59\x61\x2b\x55\x6b\x49\x35\x79\x73\x63\x43\x49\x54\x38\ -\x30\x58\x66\x4a\x6e\x43\x33\x47\x72\x6b\x2b\x6c\x65\x33\x36\x49\ -\x33\x74\x42\x7a\x6d\x74\x66\x20\x59\x33\x2f\x41\x47\x6f\x56\x34\ -\x66\x4d\x36\x73\x34\x74\x62\x71\x38\x30\x52\x34\x4c\x35\x35\x4e\ -\x37\x48\x6a\x5a\x41\x74\x77\x50\x33\x46\x31\x6c\x35\x65\x37\x2b\ -\x68\x50\x42\x55\x30\x39\x72\x61\x57\x74\x33\x54\x73\x79\x34\x75\ -\x4c\x67\x75\x42\x68\x59\x4b\x30\x6f\x43\x7a\x41\x38\x50\x32\x4f\ -\x64\x47\x36\x59\x20\x67\x50\x41\x6b\x38\x4b\x58\x44\x67\x56\x74\ -\x42\x6a\x67\x50\x38\x49\x4c\x39\x44\x37\x51\x71\x51\x5a\x6f\x52\ -\x7a\x67\x43\x74\x45\x37\x49\x42\x72\x67\x46\x56\x7a\x71\x73\x44\ -\x58\x45\x43\x36\x75\x64\x72\x6e\x52\x36\x65\x33\x64\x76\x6d\x6e\ -\x61\x74\x43\x71\x66\x64\x58\x2b\x43\x63\x49\x35\x61\x44\x71\x39\ -\x79\x20\x6e\x45\x31\x39\x74\x76\x68\x61\x38\x54\x72\x44\x58\x47\ -\x47\x4d\x33\x71\x43\x57\x71\x43\x4a\x76\x41\x44\x36\x4b\x38\x69\ -\x44\x6f\x33\x78\x47\x70\x41\x6a\x36\x4f\x56\x31\x4c\x79\x68\x4d\ -\x41\x76\x32\x7a\x4f\x35\x36\x38\x75\x39\x72\x6e\x67\x34\x63\x43\ -\x45\x69\x46\x34\x41\x38\x62\x6c\x79\x39\x31\x6e\x56\x34\x20\x72\ -\x56\x70\x4a\x71\x2b\x4f\x73\x54\x4b\x56\x53\x41\x37\x35\x6c\x38\ -\x55\x6a\x6f\x49\x74\x44\x32\x63\x71\x39\x31\x56\x2b\x6e\x66\x38\ -\x54\x56\x77\x68\x73\x49\x5a\x56\x4e\x52\x41\x6a\x55\x67\x65\x35\ -\x46\x65\x75\x30\x56\x39\x6b\x73\x34\x56\x6c\x6b\x33\x32\x50\x4c\ -\x31\x66\x32\x42\x36\x7a\x79\x53\x43\x54\x6f\x20\x50\x31\x6d\x55\ -\x43\x34\x47\x33\x4d\x50\x37\x53\x6c\x30\x37\x67\x39\x79\x72\x63\ -\x5a\x61\x58\x71\x77\x61\x6c\x6f\x51\x7a\x61\x59\x52\x63\x48\x67\ -\x76\x46\x36\x48\x77\x31\x55\x35\x58\x49\x54\x44\x55\x51\x37\x48\ -\x73\x35\x45\x65\x75\x6c\x78\x62\x42\x76\x4a\x49\x52\x79\x5a\x37\ -\x45\x53\x50\x38\x75\x6a\x65\x48\x20\x41\x70\x39\x56\x6b\x57\x2b\ -\x68\x63\x6e\x70\x48\x4e\x6e\x74\x76\x4c\x42\x51\x36\x30\x59\x67\ -\x2b\x72\x50\x43\x46\x52\x43\x5a\x33\x57\x66\x39\x35\x38\x56\x44\ -\x6f\x37\x59\x6a\x2b\x45\x70\x56\x33\x64\x47\x53\x7a\x41\x37\x75\ -\x76\x38\x58\x44\x67\x6c\x79\x42\x76\x70\x36\x70\x6d\x64\x6b\x64\ -\x48\x78\x34\x5a\x34\x20\x4e\x48\x67\x36\x6c\x74\x38\x44\x48\x2b\ -\x33\x49\x35\x4b\x34\x70\x6e\x58\x4d\x42\x79\x4d\x32\x67\x37\x2b\ -\x76\x49\x35\x48\x2f\x75\x50\x52\x62\x63\x42\x6a\x7a\x64\x6b\x63\ -\x6d\x4e\x32\x4d\x71\x38\x4b\x52\x49\x38\x56\x2b\x41\x57\x46\x66\ -\x6b\x67\x71\x6b\x63\x62\x5a\x5a\x4f\x4b\x76\x67\x4f\x6b\x58\x38\ -\x4b\x79\x20\x51\x5a\x51\x58\x56\x46\x67\x4b\x76\x41\x68\x79\x6d\ -\x6a\x57\x2b\x38\x35\x4c\x4a\x35\x50\x72\x78\x76\x36\x74\x6a\x4a\ -\x78\x54\x79\x48\x2b\x71\x34\x6e\x49\x46\x77\x4a\x6e\x41\x30\x34\ -\x35\x65\x72\x2f\x41\x50\x6b\x65\x74\x66\x34\x62\x68\x35\x76\x6c\ -\x2b\x56\x2f\x4e\x36\x5a\x4b\x63\x4c\x64\x50\x45\x67\x71\x46\x20\ -\x35\x6a\x72\x61\x65\x79\x46\x71\x50\x6f\x53\x4f\x65\x38\x6d\x58\ -\x55\x4f\x48\x58\x6a\x73\x6a\x76\x45\x74\x6d\x75\x76\x7a\x4d\x35\ -\x53\x35\x46\x68\x74\x41\x53\x44\x49\x53\x74\x79\x44\x4b\x4a\x48\ -\x41\x59\x63\x44\x68\x2f\x56\x43\x45\x43\x33\x39\x2b\x69\x68\x70\ -\x76\x49\x54\x78\x65\x6c\x57\x35\x78\x44\x6a\x32\x20\x65\x57\x76\ -\x6c\x56\x49\x45\x76\x69\x76\x43\x64\x39\x6e\x54\x32\x68\x6f\x70\ -\x50\x59\x47\x51\x6a\x43\x6f\x69\x64\x42\x57\x43\x4d\x64\x56\x46\ -\x42\x56\x41\x65\x57\x68\x79\x33\x68\x63\x4c\x4f\x4b\x7a\x74\x41\ -\x4b\x55\x74\x4e\x69\x73\x56\x6a\x68\x53\x79\x75\x7a\x41\x46\x52\ -\x59\x44\x61\x57\x38\x30\x38\x62\x31\x20\x4e\x51\x67\x62\x4b\x39\ -\x32\x61\x6c\x41\x77\x62\x42\x64\x61\x42\x72\x6b\x4d\x6b\x59\x49\ -\x32\x63\x5a\x6c\x77\x39\x41\x70\x47\x54\x67\x61\x50\x55\x49\x43\ -\x6a\x76\x41\x71\x61\x44\x59\x6d\x7a\x66\x75\x71\x5a\x49\x63\x49\ -\x31\x41\x42\x37\x42\x63\x52\x5a\x64\x6a\x65\x56\x61\x64\x36\x6d\ -\x65\x54\x79\x57\x52\x58\x20\x78\x66\x64\x69\x6a\x4a\x52\x6d\x53\ -\x4d\x75\x41\x72\x35\x66\x4d\x49\x64\x2b\x45\x36\x46\x74\x52\x65\ -\x51\x4e\x6a\x2b\x34\x34\x74\x41\x56\x33\x69\x32\x4c\x37\x76\x78\ -\x41\x4c\x2b\x75\x79\x78\x36\x62\x54\x72\x66\x2f\x51\x42\x37\x71\ -\x5a\x68\x33\x54\x37\x49\x2f\x59\x41\x47\x78\x6b\x50\x2b\x56\x75\ -\x50\x4a\x52\x20\x74\x58\x31\x76\x41\x35\x6b\x32\x6a\x73\x39\x4a\ -\x4e\x33\x41\x72\x36\x4b\x39\x53\x2b\x65\x37\x48\x6d\x65\x51\x50\ -\x57\x43\x7a\x57\x45\x48\x4f\x73\x63\x36\x4a\x61\x6a\x73\x41\x54\ -\x51\x68\x35\x71\x68\x66\x71\x42\x70\x31\x47\x36\x45\x54\x79\x4a\ -\x67\x38\x68\x58\x72\x50\x48\x39\x4f\x4a\x6c\x4d\x64\x6a\x57\x46\ -\x20\x67\x76\x38\x55\x59\x56\x45\x69\x6d\x2f\x30\x5a\x59\x4f\x4f\ -\x52\x77\x48\x52\x55\x55\x43\x51\x77\x36\x70\x4f\x71\x72\x76\x64\ -\x43\x58\x79\x6d\x6f\x57\x4c\x4e\x52\x52\x45\x48\x6b\x51\x50\x43\ -\x43\x75\x73\x57\x75\x51\x45\x75\x65\x2b\x6d\x49\x48\x66\x4d\x64\ -\x6a\x73\x59\x59\x59\x4c\x69\x45\x41\x48\x2f\x62\x64\x20\x38\x57\ -\x69\x77\x44\x56\x65\x50\x52\x33\x61\x65\x79\x49\x74\x49\x74\x61\ -\x6f\x69\x49\x68\x61\x67\x62\x39\x32\x36\x41\x33\x45\x45\x56\x43\ -\x6f\x4b\x4d\x61\x32\x70\x75\x73\x5a\x6f\x33\x2f\x6d\x71\x2b\x6e\ -\x38\x47\x75\x56\x52\x39\x4e\x64\x39\x49\x64\x6e\x52\x73\x41\x4a\ -\x34\x42\x66\x68\x47\x50\x42\x50\x4e\x39\x20\x31\x72\x77\x75\x6b\ -\x38\x6b\x55\x34\x70\x48\x67\x2f\x77\x4b\x58\x43\x4e\x79\x49\x55\ -\x41\x51\x4f\x51\x54\x6c\x66\x56\x47\x6f\x52\x45\x4e\x74\x48\x50\ -\x42\x78\x4d\x71\x2f\x43\x77\x4b\x49\x38\x62\x6f\x30\x2b\x47\x55\ -\x76\x6c\x6c\x44\x2b\x2b\x69\x70\x58\x65\x70\x58\x38\x46\x31\x77\ -\x48\x55\x74\x44\x51\x31\x31\x20\x66\x59\x5a\x7a\x51\x53\x2f\x41\ -\x4d\x34\x77\x63\x62\x55\x56\x54\x6f\x2f\x41\x32\x51\x64\x34\x57\ -\x44\x66\x68\x66\x46\x4e\x45\x72\x65\x33\x72\x31\x78\x6e\x33\x55\ -\x52\x57\x52\x4b\x2b\x4c\x63\x4e\x57\x45\x75\x57\x55\x4c\x57\x6d\ -\x30\x33\x2b\x4f\x77\x71\x66\x56\x63\x68\x51\x79\x35\x6c\x69\x7a\ -\x47\x5a\x48\x66\x20\x69\x6e\x56\x76\x54\x6e\x61\x75\x65\x6f\x44\ -\x4a\x38\x36\x79\x58\x61\x4c\x52\x78\x6b\x58\x48\x6c\x4f\x45\x52\ -\x65\x49\x33\x41\x69\x4c\x6a\x47\x46\x55\x76\x7a\x67\x47\x55\x48\ -\x76\x74\x43\x6f\x72\x52\x48\x52\x70\x45\x64\x38\x2f\x30\x70\x6e\ -\x30\x75\x71\x5a\x49\x38\x47\x32\x69\x33\x49\x72\x71\x68\x76\x34\ -\x5a\x20\x67\x78\x68\x39\x48\x70\x55\x6a\x59\x72\x47\x47\x53\x44\ -\x4c\x5a\x6c\x58\x54\x46\x62\x58\x66\x55\x42\x36\x71\x6a\x64\x74\ -\x39\x32\x72\x61\x77\x77\x42\x68\x43\x5a\x44\x51\x69\x69\x35\x77\ -\x43\x49\x61\x42\x56\x41\x4e\x70\x74\x64\x31\x78\x77\x4f\x33\x71\ -\x4e\x77\x5a\x75\x6e\x57\x42\x6b\x71\x63\x78\x44\x70\x48\x20\x41\ -\x79\x63\x41\x6f\x48\x71\x46\x4e\x31\x50\x62\x2b\x54\x76\x61\x48\ -\x41\x71\x64\x70\x71\x72\x66\x41\x63\x42\x79\x52\x54\x77\x63\x2b\ -\x6b\x6f\x52\x4c\x65\x30\x38\x61\x73\x56\x79\x4b\x64\x58\x74\x6a\ -\x56\x69\x6a\x49\x73\x78\x54\x75\x45\x71\x4b\x76\x64\x58\x4e\x30\ -\x65\x42\x79\x56\x43\x39\x41\x5a\x62\x46\x43\x20\x58\x62\x56\x33\ -\x76\x31\x65\x69\x55\x6f\x38\x6f\x72\x74\x47\x76\x4a\x35\x4e\x65\ -\x53\x63\x32\x53\x4a\x55\x75\x71\x31\x71\x33\x71\x65\x67\x4c\x30\ -\x4c\x6c\x56\x78\x52\x4f\x51\x6b\x51\x64\x2b\x4e\x38\x47\x36\x72\ -\x51\x6a\x6f\x53\x33\x42\x71\x48\x66\x79\x49\x38\x4a\x56\x61\x66\ 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-\x67\x6d\x65\x56\x38\x71\x48\x6f\x57\x72\x36\x6c\x34\x53\x36\x20\ -\x31\x64\x55\x4c\x61\x6f\x33\x63\x4c\x63\x4c\x30\x39\x6b\x78\x2b\ -\x6f\x4f\x64\x63\x49\x70\x32\x37\x72\x53\x6b\x63\x76\x46\x54\x67\ -\x4d\x73\x57\x63\x61\x4b\x54\x59\x67\x35\x57\x54\x56\x65\x52\x62\ -\x2f\x65\x65\x30\x5a\x37\x50\x33\x78\x63\x50\x42\x2b\x34\x41\x7a\ -\x51\x4a\x39\x43\x71\x41\x47\x61\x53\x38\x47\x74\x20\x34\x6f\x61\ -\x45\x54\x38\x32\x58\x56\x56\x67\x6f\x63\x4b\x4f\x71\x39\x46\x71\ -\x30\x58\x70\x51\x69\x49\x68\x39\x41\x63\x49\x47\x30\x56\x58\x6b\ -\x47\x41\x4e\x46\x46\x51\x46\x38\x73\x6d\x57\x39\x4c\x67\x74\x50\ -\x63\x37\x4a\x2b\x33\x72\x72\x73\x37\x49\x6f\x5a\x4e\x71\x6a\x49\ -\x37\x6b\x63\x6c\x64\x48\x49\x73\x31\x20\x78\x49\x78\x31\x45\x6f\ -\x72\x63\x61\x56\x52\x2f\x70\x34\x61\x6a\x55\x66\x34\x44\x35\x57\ -\x49\x56\x77\x56\x45\x66\x38\x55\x69\x77\x44\x66\x52\x32\x45\x62\ -\x6e\x66\x6c\x61\x72\x48\x4a\x69\x6f\x49\x4c\x52\x6c\x44\x66\x67\ 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-\x32\x57\x54\x31\x44\x59\x58\x4d\x38\x45\x76\x7a\x38\x6b\x47\x75\ -\x2f\x72\x73\x4a\x35\x69\x55\x7a\x6d\x6b\x66\x5a\x30\x20\x35\x7a\ -\x38\x55\x6b\x78\x73\x79\x76\x46\x4a\x56\x38\x79\x37\x67\x44\x39\ -\x61\x70\x66\x6e\x39\x48\x4f\x6e\x63\x4f\x56\x72\x34\x47\x49\x4a\ -\x61\x4b\x49\x6c\x6d\x46\x74\x51\x4b\x2f\x61\x55\x2f\x6e\x33\x74\ -\x32\x52\x79\x58\x37\x41\x36\x58\x4f\x76\x52\x44\x67\x47\x32\x46\ -\x54\x74\x34\x75\x39\x49\x35\x35\x6f\x53\x20\x6d\x63\x77\x6a\x72\ -\x58\x56\x31\x4d\x78\x51\x57\x43\x62\x51\x39\x44\x4d\x58\x6d\x55\ -\x4b\x68\x4a\x2b\x33\x77\x46\x78\x44\x36\x74\x79\x6f\x6d\x4b\x4e\ -\x41\x45\x34\x36\x6a\x73\x43\x77\x4d\x43\x44\x37\x5a\x6e\x63\x39\ -\x52\x32\x70\x33\x4d\x63\x45\x66\x51\x42\x41\x52\x54\x38\x41\x38\ -\x6c\x57\x46\x54\x53\x44\x2f\x20\x72\x63\x71\x44\x78\x76\x5a\x31\ -\x78\x32\x4c\x42\x59\x38\x66\x79\x48\x6c\x59\x69\x6d\x79\x30\x73\ -\x53\x2b\x59\x4c\x6e\x35\x2f\x66\x57\x49\x69\x69\x65\x6f\x37\x41\ -\x6e\x78\x67\x39\x35\x32\x6d\x41\x4e\x77\x6c\x79\x66\x7a\x54\x67\ -\x58\x31\x35\x58\x56\x37\x65\x37\x4a\x43\x64\x37\x46\x66\x39\x57\ -\x4d\x36\x78\x63\x20\x4c\x72\x63\x6d\x47\x6d\x7a\x34\x45\x36\x70\ -\x76\x71\x58\x43\x61\x43\x6a\x78\x67\x52\x58\x35\x53\x31\x39\x42\ -\x31\x35\x31\x52\x55\x75\x57\x38\x72\x36\x6b\x39\x71\x6a\x63\x51\ -\x45\x61\x56\x64\x34\x4f\x4a\x48\x4e\x4c\x67\x66\x73\x6f\x6d\x42\ -\x77\x58\x70\x38\x68\x71\x49\x43\x31\x48\x41\x73\x38\x56\x48\x53\ -\x63\x20\x4a\x78\x78\x62\x42\x4f\x7a\x52\x41\x50\x46\x77\x34\x48\ -\x32\x6f\x66\x41\x50\x52\x2b\x6b\x47\x72\x57\x4e\x75\x2f\x7a\x47\ -\x68\x76\x4c\x36\x79\x4a\x68\x34\x4d\x46\x41\x49\x47\x38\x43\x6c\ -\x39\x57\x79\x49\x76\x71\x78\x30\x43\x4f\x62\x32\x6c\x70\x71\x52\ -\x6c\x44\x61\x59\x38\x6d\x73\x74\x6d\x62\x77\x47\x74\x2b\x20\x30\ -\x42\x51\x4f\x72\x68\x5a\x6b\x70\x79\x39\x49\x50\x70\x2f\x66\x45\ -\x67\x67\x45\x33\x6c\x7a\x72\x79\x4a\x33\x78\x63\x48\x42\x62\x52\ -\x79\x62\x33\x2f\x66\x35\x6a\x69\x58\x54\x75\x31\x76\x37\x2f\x4c\ -\x36\x71\x64\x4b\x6a\x73\x33\x43\x2b\x6e\x77\x38\x6b\x37\x2f\x4d\ -\x66\x42\x6b\x4d\x46\x63\x41\x61\x37\x52\x79\x20\x76\x30\x71\x58\ -\x37\x36\x76\x44\x45\x2f\x46\x6f\x63\x4b\x6c\x59\x74\x6c\x6a\x68\ -\x53\x49\x51\x4e\x77\x45\x32\x39\x44\x6a\x39\x75\x43\x67\x64\x66\ -\x45\x4b\x46\x70\x4b\x35\x77\x6c\x4d\x4b\x4e\x6b\x45\x30\x77\x34\ -\x6d\x30\x32\x6d\x49\x38\x46\x4e\x69\x44\x79\x6f\x32\x4c\x2b\x4a\ -\x4b\x33\x38\x45\x30\x4e\x4c\x73\x20\x45\x62\x48\x2f\x32\x50\x48\ -\x4b\x5a\x54\x48\x43\x68\x6b\x51\x71\x2f\x33\x50\x41\x74\x72\x61\ -\x32\x58\x72\x5a\x31\x30\x2f\x70\x31\x6f\x41\x6e\x55\x50\x47\x6c\ -\x63\x50\x52\x77\x59\x4e\x74\x4f\x64\x43\x4e\x35\x6e\x71\x2f\x74\ -\x32\x34\x50\x5a\x77\x75\x4c\x37\x5a\x63\x65\x57\x44\x43\x68\x63\ -\x79\x73\x67\x57\x79\x20\x64\x34\x74\x49\x2b\x74\x38\x31\x72\x2f\ -\x56\x76\x4e\x63\x4d\x43\x73\x46\x62\x4b\x47\x66\x4d\x44\x62\x42\ -\x44\x30\x57\x36\x36\x78\x43\x35\x50\x35\x77\x68\x76\x54\x75\x61\ -\x37\x66\x54\x4a\x55\x6c\x52\x7a\x36\x66\x33\x39\x4b\x52\x7a\x58\ -\x31\x71\x71\x37\x58\x58\x59\x54\x51\x61\x44\x77\x65\x2f\x30\x78\ -\x51\x4b\x20\x2f\x72\x50\x58\x30\x4b\x33\x6f\x5a\x77\x41\x45\x50\ -\x51\x71\x67\x70\x43\x33\x4b\x6f\x71\x55\x5a\x6c\x72\x41\x53\x6f\ -\x54\x2b\x31\x64\x57\x47\x31\x5a\x54\x37\x6f\x72\x34\x47\x36\x57\ -\x43\x7a\x57\x41\x4c\x67\x64\x6d\x64\x7a\x37\x45\x43\x35\x57\x2b\ -\x45\x4e\x48\x4f\x6e\x64\x46\x49\x70\x32\x37\x56\x63\x55\x38\x20\ -\x79\x66\x39\x76\x37\x39\x7a\x6a\x34\x79\x79\x72\x50\x50\x34\x39\ -\x7a\x7a\x74\x4a\x53\x67\x74\x6f\x4c\x38\x6c\x4d\x4a\x70\x4f\x5a\ -\x61\x54\x75\x57\x74\x51\x56\x46\x49\x79\x77\x49\x41\x71\x49\x69\ -\x43\x69\x71\x75\x79\x69\x72\x43\x75\x72\x74\x34\x59\x31\x31\x63\ -\x6c\x71\x37\x49\x70\x51\x4b\x43\x67\x46\x77\x45\x20\x46\x32\x39\ -\x63\x64\x6c\x31\x58\x41\x55\x56\x63\x50\x73\x4c\x71\x77\x68\x5a\ -\x6c\x75\x59\x69\x75\x42\x63\x47\x79\x42\x46\x70\x6f\x4a\x6a\x4f\ -\x54\x75\x57\x51\x6d\x6f\x55\x6e\x70\x78\x54\x61\x5a\x65\x63\x37\ -\x2b\x38\x63\x36\x6b\x61\x54\x4a\x70\x6b\x33\x53\x53\x4a\x70\x50\ -\x35\x66\x6a\x37\x39\x4e\x48\x6e\x65\x20\x64\x35\x37\x33\x76\x4d\ -\x6e\x6b\x7a\x48\x6d\x66\x35\x35\x7a\x66\x41\x54\x4d\x34\x75\x48\ -\x33\x43\x70\x55\x4e\x47\x35\x52\x69\x46\x6e\x35\x65\x37\x6a\x35\ -\x30\x46\x2f\x52\x43\x75\x4b\x73\x4c\x49\x78\x72\x59\x41\x64\x4b\ -\x52\x53\x2f\x36\x4d\x46\x66\x5a\x4f\x49\x48\x62\x4d\x52\x72\x54\ -\x4e\x76\x78\x37\x32\x4b\x20\x50\x69\x7a\x43\x58\x6c\x75\x77\x52\ -\x31\x4f\x70\x6c\x79\x6c\x77\x44\x50\x41\x48\x46\x52\x59\x41\x61\ -\x38\x58\x71\x2b\x64\x74\x33\x35\x72\x2b\x45\x73\x6b\x43\x45\x72\ -\x77\x42\x6e\x55\x30\x70\x34\x46\x54\x59\x43\x50\x4f\x61\x75\x4d\ -\x7a\x34\x67\x31\x76\x36\x6b\x4d\x35\x36\x2b\x79\x58\x6f\x38\x72\ -\x79\x77\x4e\x20\x2b\x74\x39\x54\x58\x41\x79\x33\x32\x33\x59\x57\ -\x31\x6f\x4f\x37\x57\x36\x6e\x43\x6b\x63\x41\x4c\x46\x43\x4f\x65\ -\x6e\x64\x76\x36\x33\x67\x62\x4d\x46\x35\x46\x37\x6f\x31\x33\x4a\ -\x63\x36\x4e\x64\x71\x64\x76\x32\x2b\x73\x4f\x61\x4a\x46\x31\x64\ -\x75\x59\x35\x59\x4f\x6e\x76\x78\x77\x51\x75\x58\x74\x41\x70\x38\ -\x20\x48\x48\x69\x55\x73\x52\x37\x37\x52\x47\x2b\x63\x43\x68\x74\ -\x6d\x41\x33\x4d\x79\x44\x79\x76\x6b\x39\x7a\x34\x43\x76\x48\x76\ -\x45\x63\x4f\x2b\x4f\x51\x62\x74\x30\x4f\x6a\x2b\x35\x6c\x67\x56\ -\x61\x76\x6f\x6e\x77\x52\x55\x41\x51\x2f\x67\x6a\x38\x56\x4e\x46\ -\x6e\x52\x4f\x55\x37\x6f\x49\x64\x45\x75\x39\x4c\x4e\x20\x41\x4d\ -\x75\x43\x4c\x54\x39\x44\x2b\x55\x68\x65\x6e\x45\x57\x4a\x52\x4b\ -\x4a\x76\x52\x53\x44\x51\x55\x68\x43\x39\x42\x5a\x56\x4c\x4f\x35\ -\x4c\x4a\x54\x61\x58\x63\x4b\x55\x58\x66\x32\x39\x6d\x56\x58\x6c\ -\x76\x75\x57\x6b\x74\x62\x57\x30\x38\x51\x74\x54\x2f\x45\x34\x51\ -\x76\x52\x65\x47\x72\x47\x56\x50\x43\x48\x20\x77\x2b\x48\x58\x4f\ -\x7a\x62\x2f\x49\x45\x69\x33\x47\x50\x33\x75\x70\x6c\x6a\x79\x73\ -\x63\x6e\x4f\x46\x51\x6b\x47\x56\x79\x48\x35\x68\x6f\x4b\x61\x4e\ -\x6b\x48\x76\x55\x4f\x53\x63\x7a\x6b\x54\x79\x4c\x76\x63\x36\x76\ -\x72\x42\x52\x5a\x78\x30\x36\x6c\x4b\x46\x65\x4b\x6a\x48\x61\x45\ -\x45\x32\x6b\x33\x72\x6a\x43\x20\x37\x31\x38\x79\x57\x4d\x65\x50\ -\x52\x4f\x56\x55\x6c\x49\x65\x6f\x61\x2f\x68\x45\x4e\x42\x72\x64\ -\x73\x69\x77\x59\x75\x42\x6a\x30\x4f\x6d\x76\x6c\x70\x46\x67\x79\ -\x57\x64\x47\x6d\x6f\x33\x75\x6a\x71\x4f\x30\x57\x5a\x35\x52\x4d\ -\x6b\x6a\x77\x58\x54\x33\x65\x2f\x64\x62\x72\x73\x6d\x47\x6e\x4d\ -\x75\x51\x67\x4c\x20\x51\x49\x57\x76\x6c\x78\x6c\x65\x73\x71\x44\ -\x65\x66\x47\x59\x36\x37\x59\x67\x6d\x55\x78\x65\x6f\x78\x79\x34\ -\x56\x35\x43\x61\x55\x67\x46\x6a\x4e\x64\x79\x62\x53\x6a\x34\x41\ -\x38\x41\x65\x49\x4c\x68\x33\x31\x68\x41\x4c\x47\x36\x44\x71\x43\ -\x75\x55\x44\x67\x53\x34\x4f\x56\x6b\x4d\x74\x58\x52\x6c\x54\x70\ -\x7a\x20\x64\x2f\x6d\x4b\x4b\x57\x56\x4b\x76\x32\x6d\x73\x61\x34\ -\x6e\x52\x67\x42\x70\x35\x45\x4a\x45\x6a\x77\x75\x48\x77\x36\x36\ -\x66\x79\x76\x69\x5a\x43\x4c\x42\x62\x72\x52\x30\x69\x43\x6e\x71\ -\x61\x57\x74\x63\x74\x61\x57\x7a\x38\x78\x32\x62\x6b\x32\x4a\x52\ -\x4c\x74\x6d\x2b\x4c\x70\x5a\x77\x31\x71\x41\x45\x52\x6c\x20\x53\ -\x48\x41\x76\x46\x75\x75\x4f\x61\x55\x48\x65\x4c\x66\x41\x41\x77\ -\x6e\x4f\x41\x6d\x77\x47\x76\x2b\x69\x7a\x41\x79\x2b\x6c\x30\x72\ -\x37\x48\x69\x2f\x6c\x79\x45\x39\x35\x48\x66\x74\x58\x6c\x5a\x4d\ -\x4e\x43\x75\x36\x4a\x6e\x41\x54\x6a\x79\x65\x33\x30\x2f\x2b\x4c\ -\x69\x66\x4f\x31\x76\x35\x58\x7a\x36\x43\x38\x20\x70\x74\x74\x4e\ -\x30\x32\x6e\x48\x54\x47\x4e\x4f\x4f\x71\x78\x45\x4b\x76\x74\x72\ -\x56\x55\x59\x39\x6f\x71\x6a\x71\x68\x61\x74\x57\x72\x5a\x6f\x75\ -\x53\x56\x34\x41\x4f\x6a\x73\x7a\x38\x59\x36\x75\x35\x4a\x64\x51\ -\x2b\x5a\x53\x4b\x33\x4c\x43\x73\x31\x66\x2b\x33\x71\x76\x5a\x33\ -\x41\x45\x37\x42\x75\x41\x75\x38\x20\x4b\x6b\x38\x44\x57\x45\x50\ -\x5a\x54\x39\x61\x4f\x5a\x48\x4b\x74\x69\x6e\x35\x51\x31\x4b\x54\ -\x48\x76\x4a\x43\x56\x31\x77\x6d\x63\x6a\x2b\x55\x36\x59\x2f\x4d\ -\x64\x53\x34\x4d\x74\x5a\x31\x62\x2b\x62\x69\x5a\x48\x52\x7a\x78\ -\x35\x56\x6b\x63\x69\x65\x51\x69\x69\x70\x34\x72\x6f\x70\x63\x74\ -\x62\x57\x2f\x39\x79\x20\x76\x2b\x5a\x4c\x70\x47\x35\x48\x57\x56\ -\x30\x33\x2f\x30\x38\x62\x68\x34\x39\x33\x4a\x70\x50\x50\x64\x79\ -\x52\x53\x5a\x30\x62\x6a\x71\x57\x4e\x55\x7a\x59\x30\x41\x61\x6d\ -\x52\x49\x64\x73\x68\x69\x4c\x77\x4b\x73\x77\x4b\x64\x45\x75\x45\ -\x4c\x51\x64\x6f\x45\x33\x67\x61\x36\x62\x64\x72\x6b\x59\x71\x36\ -\x76\x4c\x20\x6a\x43\x62\x69\x36\x65\x78\x50\x79\x34\x7a\x50\x47\ -\x65\x61\x6b\x77\x77\x49\x77\x6f\x6d\x58\x57\x73\x69\x53\x77\x72\ -\x61\x2f\x33\x6e\x4f\x6d\x30\x49\x39\x4c\x71\x2f\x39\x44\x79\x55\ -\x4d\x76\x4a\x6f\x6c\x72\x63\x66\x5a\x54\x44\x48\x65\x4d\x70\x4c\ -\x75\x71\x61\x34\x77\x44\x6d\x44\x51\x77\x38\x6a\x66\x4b\x6f\x20\ -\x69\x4c\x35\x6c\x6a\x47\x6c\x73\x5a\x79\x4c\x39\x6e\x38\x4e\x4c\ -\x5a\x45\x59\x53\x37\x65\x72\x36\x58\x6a\x53\x52\x6c\x47\x67\x69\ -\x36\x56\x69\x6a\x70\x77\x6e\x79\x71\x57\x58\x42\x31\x6d\x75\x5a\ -\x4f\x63\x73\x43\x74\x69\x4f\x65\x65\x6c\x54\x71\x35\x78\x32\x48\ -\x36\x4f\x65\x57\x42\x67\x4a\x6a\x52\x6f\x76\x6a\x20\x49\x64\x71\ -\x56\x75\x6e\x6e\x6a\x78\x72\x47\x56\x45\x64\x51\x70\x35\x42\x52\ -\x65\x4e\x54\x44\x6b\x73\x44\x71\x37\x4d\x6b\x2b\x71\x32\x70\x4d\ -\x36\x45\x71\x6b\x66\x64\x73\x52\x54\x58\x37\x50\x6f\x6e\x59\x43\ -\x6a\x4b\x6b\x2f\x73\x6a\x79\x30\x54\x4a\x64\x54\x69\x50\x56\x6e\ -\x63\x33\x63\x38\x39\x45\x4f\x47\x62\x20\x56\x43\x37\x76\x62\x31\ -\x59\x79\x5a\x78\x31\x57\x4c\x4a\x31\x37\x41\x47\x67\x66\x4f\x53\ -\x37\x77\x5a\x61\x62\x78\x35\x32\x4b\x52\x6d\x39\x54\x79\x4b\x7a\ -\x55\x38\x41\x76\x53\x49\x79\x6e\x63\x33\x4a\x52\x49\x76\x75\x65\ -\x33\x4a\x39\x51\x69\x41\x39\x70\x36\x65\x62\x64\x46\x6b\x36\x6c\ -\x33\x31\x42\x66\x6d\x48\x20\x53\x6c\x77\x79\x46\x6b\x76\x39\x62\ -\x7a\x53\x52\x50\x45\x33\x52\x7a\x6d\x56\x42\x2f\x37\x73\x71\x4d\ -\x47\x66\x46\x32\x4c\x52\x70\x30\x32\x73\x46\x34\x2f\x6b\x4c\x6a\ -\x50\x46\x4f\x35\x58\x56\x69\x73\x66\x51\x47\x72\x4a\x79\x73\x54\ -\x73\x4d\x65\x77\x6f\x36\x64\x58\x5a\x6b\x6e\x68\x37\x35\x52\x4f\ -\x52\x70\x41\x20\x52\x4b\x64\x74\x37\x51\x70\x41\x56\x53\x34\x71\ -\x4d\x39\x79\x2f\x66\x63\x44\x65\x4f\x5a\x31\x32\x7a\x45\x52\x6d\ -\x79\x71\x66\x72\x41\x53\x48\x63\x30\x6e\x53\x65\x71\x6e\x78\x33\ -\x35\x4c\x69\x4b\x6e\x4a\x6c\x49\x64\x64\x38\x33\x48\x54\x59\x73\ -\x44\x77\x61\x2b\x71\x4b\x71\x72\x67\x56\x5a\x55\x50\x68\x70\x4e\ -\x20\x4a\x75\x38\x66\x73\x69\x38\x63\x6e\x6e\x63\x67\x6c\x53\x76\ -\x6e\x4f\x73\x74\x62\x57\x2f\x35\x61\x68\x64\x74\x33\x35\x6e\x58\ -\x68\x64\x4d\x6b\x41\x46\x62\x76\x67\x2f\x49\x45\x52\x66\x35\x73\ -\x43\x31\x38\x66\x53\x32\x59\x76\x48\x65\x4e\x6d\x63\x59\x63\x34\ -\x36\x72\x48\x42\x4c\x34\x35\x47\x71\x35\x69\x4b\x67\x20\x7a\x43\ -\x4c\x76\x39\x4f\x2f\x45\x4c\x41\x73\x45\x33\x6f\x2f\x6f\x62\x64\ -\x62\x79\x77\x56\x67\x71\x39\x63\x66\x70\x36\x75\x48\x6f\x37\x51\ -\x41\x41\x45\x68\x70\x4a\x52\x45\x46\x55\x75\x6d\x35\x62\x47\x33\ -\x58\x5a\x37\x4f\x49\x6d\x4b\x64\x51\x33\x69\x37\x45\x2b\x34\x37\ -\x62\x61\x57\x71\x67\x71\x43\x31\x45\x57\x20\x69\x4e\x47\x44\x56\ -\x54\x6c\x55\x77\x46\x46\x59\x69\x4a\x73\x79\x63\x41\x69\x79\x48\ -\x38\x31\x62\x56\x62\x59\x6f\x64\x71\x73\x67\x57\x34\x46\x2b\x6f\ -\x41\x2b\x6c\x48\x36\x50\x39\x71\x50\x53\x68\x32\x6f\x2b\x52\x2f\ -\x6f\x4c\x51\x30\x7a\x42\x49\x64\x6f\x6f\x56\x59\x38\x75\x79\x4c\ -\x42\x79\x38\x42\x4e\x45\x57\x20\x51\x5a\x2f\x76\x36\x4a\x79\x38\ -\x45\x4f\x42\x45\x43\x66\x6d\x39\x64\x77\x4e\x6e\x6c\x54\x6e\x30\ -\x62\x77\x37\x4f\x6c\x58\x4e\x64\x75\x33\x2f\x4f\x4f\x61\x78\x51\ -\x77\x50\x64\x2b\x56\x43\x39\x43\x4f\x58\x46\x76\x35\x34\x6e\x61\ -\x39\x38\x55\x79\x50\x51\x39\x50\x6c\x31\x30\x41\x6b\x5a\x44\x2f\ -\x4c\x64\x62\x4b\x20\x47\x74\x4e\x77\x30\x46\x6d\x56\x30\x47\x32\ -\x50\x52\x43\x49\x4e\x68\x52\x30\x37\x77\x67\x55\x70\x42\x41\x77\ -\x53\x55\x4c\x52\x56\x72\x62\x53\x49\x61\x41\x42\x58\x4a\x64\x57\ -\x48\x6d\x36\x51\x34\x30\x39\x38\x48\x41\x77\x70\x5a\x67\x61\x52\ -\x43\x54\x71\x41\x4c\x6f\x52\x75\x6c\x55\x34\x53\x6f\x6b\x79\x64\ -\x61\x20\x61\x61\x65\x32\x4c\x4e\x78\x36\x48\x76\x42\x64\x6f\x41\ -\x2b\x6a\x4a\x30\x61\x6a\x79\x53\x6e\x58\x72\x46\x72\x61\x33\x42\ -\x79\x79\x59\x6a\x63\x78\x64\x6b\x4c\x33\x49\x4d\x4b\x39\x52\x76\ -\x54\x47\x7a\x6d\x54\x75\x2b\x61\x6d\x32\x5a\x79\x59\x79\x30\x39\ -\x2b\x6f\x46\x61\x50\x56\x37\x2f\x32\x67\x67\x63\x75\x42\x20\x74\ -\x76\x47\x63\x72\x2b\x67\x54\x69\x58\x52\x75\x72\x30\x35\x74\x4a\ -\x74\x44\x57\x52\x6c\x31\x76\x75\x6a\x6b\x69\x55\x6a\x68\x4d\x49\ -\x61\x49\x71\x45\x52\x45\x69\x51\x41\x54\x58\x4b\x63\x32\x56\x64\ -\x63\x70\x74\x75\x42\x49\x79\x55\x56\x53\x69\x69\x6d\x35\x45\x74\ -\x4e\x33\x55\x44\x37\x54\x48\x59\x76\x32\x54\x20\x30\x73\x4f\x4b\ -\x52\x46\x6f\x43\x4e\x6d\x38\x75\x42\x64\x35\x74\x63\x64\x34\x30\ -\x31\x59\x2f\x6e\x49\x62\x2f\x33\x56\x75\x44\x38\x63\x5a\x79\x71\ -\x69\x71\x77\x56\x37\x46\x58\x78\x64\x4f\x36\x33\x55\x32\x6e\x54\ -\x54\x4b\x50\x71\x48\x56\x61\x6f\x78\x66\x64\x4f\x56\x4b\x2f\x46\ -\x62\x53\x34\x77\x51\x66\x53\x34\x20\x47\x66\x53\x47\x4d\x49\x46\ -\x41\x34\x33\x4b\x6e\x49\x45\x64\x67\x5a\x4b\x55\x71\x68\x78\x74\ -\x59\x71\x58\x41\x59\x30\x39\x63\x64\x65\x5a\x61\x69\x53\x55\x56\ -\x65\x46\x4f\x54\x2f\x51\x46\x2b\x30\x61\x70\x34\x2f\x64\x4e\x47\ -\x69\x35\x38\x65\x72\x6e\x37\x38\x73\x48\x4c\x68\x63\x52\x42\x6f\ -\x36\x4f\x72\x73\x75\x20\x6d\x79\x6f\x4c\x2f\x58\x37\x2f\x6b\x6a\ -\x6f\x4b\x63\x57\x44\x2b\x42\x46\x2f\x36\x43\x79\x4f\x36\x70\x6a\ -\x4f\x56\x57\x7a\x38\x56\x64\x73\x30\x30\x71\x74\x5a\x68\x42\x5a\ -\x75\x62\x32\x78\x42\x37\x72\x63\x41\x70\x34\x7a\x68\x39\x45\x48\ -\x65\x37\x65\x4f\x53\x36\x7a\x43\x2f\x69\x36\x65\x77\x48\x4b\x6d\ -\x2f\x64\x20\x50\x6a\x46\x68\x76\x33\x2b\x46\x61\x72\x34\x4e\x70\ -\x45\x31\x46\x32\x77\x52\x35\x43\x35\x58\x70\x70\x31\x66\x44\x5a\ -\x55\x43\x45\x39\x61\x72\x79\x6a\x4d\x44\x54\x59\x75\x77\x66\x4f\ -\x70\x4f\x35\x46\x79\x6d\x66\x4e\x75\x41\x73\x43\x37\x55\x2b\x5a\ -\x73\x58\x35\x77\x46\x53\x70\x6c\x77\x62\x39\x54\x56\x63\x49\x20\ -\x63\x6d\x57\x5a\x51\x38\x71\x2b\x2f\x30\x36\x74\x77\x6e\x30\x65\ -\x4b\x56\x77\x65\x54\x66\x57\x2b\x58\x48\x6e\x72\x5a\x67\x35\x56\ -\x35\x37\x44\x43\x50\x6c\x38\x59\x6f\x39\x63\x72\x66\x49\x78\x39\ -\x33\x31\x2b\x2f\x77\x4f\x32\x44\x34\x76\x6d\x32\x68\x2f\x78\x35\ -\x4b\x4a\x65\x4f\x4f\x4b\x34\x46\x77\x35\x75\x6e\x20\x57\x6e\x50\ -\x62\x56\x54\x72\x4e\x48\x34\x76\x56\x59\x34\x48\x6a\x4b\x74\x6a\ -\x73\x63\x36\x4a\x73\x42\x2b\x30\x54\x70\x4d\x2b\x69\x66\x53\x42\ -\x39\x6f\x48\x32\x69\x30\x6f\x66\x52\x50\x6c\x58\x70\x4e\x79\x4a\ -\x62\x4c\x55\x4d\x31\x66\x34\x70\x71\x76\x36\x72\x5a\x4a\x61\x35\ -\x32\x2f\x52\x34\x59\x59\x2b\x75\x73\x20\x6c\x75\x72\x36\x69\x76\ -\x70\x61\x67\x46\x48\x31\x57\x4f\x55\x51\x45\x58\x6b\x64\x6f\x71\ -\x2f\x48\x63\x70\x41\x67\x69\x31\x56\x30\x4d\x57\x35\x33\x6d\x71\ -\x62\x69\x76\x77\x58\x54\x63\x74\x65\x37\x32\x51\x45\x38\x70\x2f\ -\x43\x6b\x47\x48\x6d\x79\x62\x73\x66\x41\x62\x7a\x5a\x74\x33\x76\ -\x77\x61\x51\x44\x67\x63\x20\x44\x6c\x74\x72\x74\x79\x51\x53\x69\ -\x62\x31\x71\x64\x6b\x32\x47\x51\x43\x42\x77\x6b\x47\x4d\x48\x45\ -\x34\x7a\x75\x7a\x50\x4f\x6f\x57\x6a\x6c\x66\x6a\x46\x34\x41\x6e\ -\x41\x50\x4d\x32\x38\x64\x55\x65\x64\x41\x37\x42\x76\x46\x63\x6b\ -\x55\x36\x6e\x65\x79\x74\x74\x35\x30\x79\x67\x61\x68\x7a\x57\x71\ -\x6c\x57\x72\x20\x36\x72\x66\x31\x39\x33\x34\x4a\x35\x54\x4c\x47\ -\x72\x38\x45\x65\x50\x33\x6a\x68\x6b\x68\x58\x74\x37\x65\x30\x44\ -\x79\x37\x33\x65\x70\x72\x78\x44\x72\x4d\x78\x72\x37\x34\x6d\x6e\ -\x73\x35\x2b\x73\x70\x4b\x31\x68\x6e\x79\x2b\x4d\x77\x34\x6d\x71\ -\x65\x68\x78\x77\x50\x4b\x37\x2b\x2b\x6c\x54\x2b\x4c\x6e\x59\x42\ -\x20\x53\x53\x43\x68\x61\x4d\x4a\x67\x34\x75\x37\x2f\x32\x6d\x58\ -\x56\x36\x54\x4b\x46\x77\x75\x62\x35\x6a\x59\x31\x39\x4d\x36\x6e\ -\x46\x47\x4c\x68\x2f\x79\x41\x33\x57\x4c\x68\x6c\x51\x39\x52\x72\ -\x56\x52\x6e\x56\x73\x49\x30\x70\x59\x6b\x42\x42\x51\x2b\x68\x64\ -\x6b\x36\x68\x36\x4a\x43\x36\x44\x72\x56\x65\x51\x4a\x20\x6f\x2f\ -\x71\x34\x78\x35\x71\x6e\x70\x71\x4b\x4a\x53\x4e\x44\x76\x50\x56\ -\x2f\x67\x31\x70\x48\x6a\x69\x70\x36\x53\x53\x4f\x63\x65\x67\x54\ -\x48\x72\x58\x38\x65\x69\x48\x39\x47\x72\x34\x36\x6e\x63\x72\x56\ -\x52\x5a\x6f\x6d\x6c\x56\x4f\x4b\x79\x67\x76\x2b\x6b\x39\x67\x76\ -\x6e\x32\x4f\x46\x70\x76\x76\x53\x70\x77\x20\x6b\x36\x6f\x30\x49\ -\x6e\x6f\x68\x67\x49\x68\x2b\x50\x70\x62\x4b\x33\x51\x34\x51\x38\ -\x6a\x64\x39\x47\x2b\x51\x4c\x49\x31\x36\x54\x74\x34\x37\x2b\x32\ -\x66\x36\x6f\x50\x59\x59\x62\x47\x33\x33\x55\x6d\x58\x63\x71\x6e\ -\x4f\x7a\x32\x75\x64\x75\x76\x5a\x71\x74\x6a\x73\x56\x57\x45\x44\ -\x61\x71\x38\x41\x50\x4b\x53\x20\x43\x70\x31\x47\x74\x45\x75\x64\ -\x51\x69\x49\x65\x37\x2b\x32\x6d\x65\x67\x58\x66\x70\x4c\x56\x31\ -\x53\x62\x4d\x55\x7a\x46\x4b\x44\x57\x51\x46\x36\x6d\x4c\x70\x69\ -\x68\x6f\x66\x68\x62\x6a\x78\x55\x30\x70\x6b\x70\x79\x42\x39\x56\ -\x39\x47\x48\x48\x6d\x6f\x63\x58\x2b\x54\x4f\x2f\x71\x34\x43\x69\ -\x68\x79\x66\x6b\x20\x39\x37\x34\x43\x68\x45\x65\x4d\x50\x78\x4e\ -\x50\x5a\x34\x38\x43\x43\x50\x6d\x62\x33\x67\x37\x79\x46\x45\x42\ -\x52\x4f\x2b\x74\x5a\x68\x53\x2b\x79\x37\x77\x2f\x6d\x35\x78\x58\ -\x39\x75\x30\x51\x36\x39\x39\x52\x2b\x32\x6a\x68\x6a\x6d\x4e\x55\ -\x4f\x61\x37\x6e\x58\x32\x31\x52\x77\x2b\x4a\x62\x43\x65\x4f\x72\ -\x69\x20\x42\x71\x67\x72\x68\x4f\x50\x78\x33\x6b\x77\x77\x47\x46\ -\x77\x6f\x2b\x56\x30\x78\x34\x46\x41\x67\x63\x66\x44\x43\x4a\x57\ -\x39\x6f\x62\x32\x38\x66\x43\x50\x74\x38\x59\x54\x58\x36\x43\x69\ -\x4f\x32\x6c\x56\x58\x6c\x74\x6b\x53\x6d\x2b\x37\x7a\x78\x32\x68\ -\x55\x4f\x68\x2b\x66\x4a\x77\x49\x34\x54\x72\x4d\x71\x70\x20\x43\ -\x4b\x63\x41\x71\x79\x5a\x79\x58\x2f\x74\x67\x43\x37\x41\x42\x61\ -\x45\x66\x30\x52\x62\x48\x61\x6a\x6a\x6f\x62\x69\x6f\x71\x57\x4e\ -\x66\x62\x45\x43\x51\x51\x61\x6c\x78\x70\x31\x6a\x6a\x54\x4b\x45\ -\x59\x6f\x65\x67\x66\x42\x6d\x6c\x4b\x56\x55\x35\x72\x32\x2f\x54\ -\x65\x48\x58\x52\x76\x52\x68\x43\x75\x62\x68\x20\x79\x66\x77\x4f\ -\x77\x6e\x37\x76\x4a\x78\x52\x47\x6c\x31\x53\x70\x66\x69\x53\x65\ -\x79\x64\x31\x66\x50\x47\x65\x74\x77\x6e\x73\x41\x6a\x4a\x45\x2f\ -\x37\x30\x78\x32\x72\x77\x75\x46\x6c\x6a\x51\x7a\x36\x44\x7a\x46\ -\x76\x6c\x75\x4d\x71\x61\x72\x63\x37\x6a\x6c\x6f\x31\x38\x58\x52\ -\x61\x4e\x39\x65\x4e\x66\x4e\x6e\x20\x41\x37\x50\x61\x59\x52\x56\ -\x33\x56\x6a\x70\x77\x48\x55\x38\x35\x64\x75\x46\x75\x64\x62\x38\ -\x52\x41\x47\x46\x4e\x50\x4a\x57\x39\x42\x69\x44\x55\x37\x4c\x30\ -\x61\x59\x51\x32\x4d\x69\x4c\x4a\x61\x76\x44\x39\x43\x4f\x58\x76\ -\x45\x50\x44\x75\x70\x4b\x79\x79\x4c\x78\x33\x73\x7a\x6a\x49\x48\ -\x37\x6d\x47\x64\x50\x20\x52\x65\x56\x39\x36\x6f\x62\x75\x45\x39\ -\x33\x74\x4b\x63\x63\x57\x68\x64\x2b\x4c\x73\x6b\x36\x46\x64\x52\ -\x36\x63\x39\x58\x4d\x39\x63\x62\x41\x53\x52\x42\x59\x74\x4f\x6e\ -\x52\x58\x51\x38\x4f\x62\x6a\x53\x6b\x63\x70\x53\x70\x48\x43\x2f\ -\x77\x35\x6f\x79\x4f\x63\x69\x53\x4f\x38\x49\x43\x72\x33\x69\x39\ -\x6a\x37\x20\x78\x37\x74\x72\x46\x2f\x4c\x37\x6e\x6f\x57\x52\x4e\ -\x61\x4b\x36\x4d\x5a\x37\x4f\x72\x51\x52\x73\x30\x4e\x39\x30\x6e\ -\x43\x43\x2f\x4b\x52\x37\x34\x5a\x54\x79\x64\x50\x52\x32\x67\x74\ -\x62\x6e\x35\x62\x63\x62\x56\x47\x42\x4e\x63\x58\x66\x32\x46\x6a\ -\x49\x30\x57\x6a\x46\x32\x52\x54\x50\x5a\x4d\x75\x6a\x6e\x74\x20\ -\x54\x47\x46\x57\x4f\x79\x79\x41\x55\x49\x76\x33\x4d\x70\x53\x76\ -\x6c\x54\x6e\x30\x49\x67\x56\x4f\x42\x38\x42\x68\x41\x2b\x36\x6a\ -\x51\x5a\x39\x36\x47\x70\x59\x6e\x45\x6f\x6d\x2b\x73\x61\x4b\x73\ -\x56\x71\x2f\x33\x63\x4f\x50\x77\x50\x4b\x4e\x4b\x49\x2f\x53\x47\ -\x57\x44\x72\x33\x35\x65\x46\x6a\x77\x65\x62\x6d\x20\x4e\x73\x47\ -\x65\x67\x66\x41\x58\x77\x4d\x72\x39\x76\x4a\x56\x42\x59\x44\x33\ -\x6f\x37\x31\x56\x59\x5a\x39\x53\x7a\x4c\x70\x5a\x4f\x62\x36\x52\ -\x36\x48\x2b\x56\x6d\x46\x4d\x75\x39\x33\x71\x61\x38\x52\x34\x35\ -\x53\x39\x44\x68\x52\x54\x73\x44\x74\x4c\x7a\x6a\x35\x78\x30\x6b\ -\x68\x69\x75\x70\x2f\x69\x4d\x6a\x39\x20\x73\x56\x52\x32\x48\x57\ -\x55\x6b\x6b\x4d\x50\x4e\x54\x65\x39\x56\x6b\x56\x48\x4a\x79\x61\ -\x70\x38\x4e\x70\x48\x4a\x33\x67\x6c\x37\x52\x6c\x64\x57\x7a\x56\ -\x46\x64\x6d\x63\x77\x7a\x49\x38\x63\x56\x2b\x77\x35\x6a\x7a\x4b\ -\x41\x74\x63\x47\x75\x35\x6f\x6d\x6e\x67\x78\x2f\x46\x30\x74\x6c\ -\x7a\x32\x2f\x4b\x78\x6a\x20\x31\x6a\x73\x73\x72\x39\x65\x37\x59\ -\x4a\x37\x44\x4a\x6b\x5a\x72\x42\x38\x58\x69\x36\x65\x77\x62\x67\ -\x48\x7a\x49\x37\x2f\x30\x57\x62\x6d\x64\x68\x46\x4c\x36\x65\x53\ -\x47\x63\x76\x67\x56\x46\x52\x31\x74\x2f\x46\x55\x72\x6e\x76\x41\ -\x59\x54\x39\x33\x67\x65\x4c\x48\x58\x32\x48\x73\x7a\x55\x76\x6e\ -\x71\x56\x31\x20\x68\x63\x4c\x68\x31\x74\x45\x7a\x52\x50\x6b\x77\ -\x37\x71\x4c\x76\x66\x69\x46\x77\x6e\x34\x72\x65\x49\x6e\x58\x7a\ -\x6e\x36\x76\x56\x44\x63\x34\x63\x2f\x48\x37\x2f\x2f\x44\x6f\x70\ -\x48\x43\x4d\x71\x4a\x37\x67\x64\x67\x73\x5a\x55\x79\x68\x67\x50\ -\x61\x59\x47\x66\x59\x62\x67\x6e\x6c\x73\x77\x4f\x36\x57\x71\x4e\ -\x20\x73\x5a\x43\x65\x4f\x58\x6a\x68\x6b\x6e\x42\x37\x65\x2f\x74\ -\x41\x30\x4e\x39\x34\x76\x47\x42\x4b\x78\x64\x68\x44\x30\x56\x58\ -\x59\x35\x7a\x74\x52\x6a\x54\x34\x32\x63\x6a\x7a\x6b\x39\x2f\x34\ 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-\x68\x77\x36\x4e\x42\x37\x66\x33\x39\x35\x77\x4c\x45\x45\x2f\x6e\ -\x66\x71\x74\x6f\x4f\x51\x32\x6b\x53\x6a\x73\x72\x51\x47\x64\x38\ -\x2b\x63\x39\x63\x20\x52\x2f\x5a\x52\x64\x7a\x70\x42\x49\x6f\x70\ -\x65\x58\x73\x35\x5a\x41\x66\x32\x6d\x66\x75\x63\x64\x41\x45\x46\ -\x2f\x34\x2f\x47\x6c\x52\x7a\x37\x67\x6c\x79\x56\x6e\x31\x65\x72\ -\x33\x66\x68\x44\x58\x57\x51\x48\x38\x70\x4c\x68\x57\x4a\x68\x5a\ -\x54\x54\x6b\x56\x33\x75\x38\x6c\x7a\x64\x51\x56\x74\x50\x2b\x42\ -\x55\x20\x68\x63\x4d\x71\x62\x69\x31\x2f\x70\x63\x77\x68\x62\x34\ -\x4e\x54\x56\x47\x35\x30\x47\x6d\x35\x6b\x64\x39\x50\x50\x7a\x34\ -\x5a\x39\x72\x76\x79\x77\x31\x6a\x58\x63\x6a\x4c\x76\x7a\x68\x6c\ -\x57\x35\x70\x4b\x51\x34\x4b\x72\x62\x73\x47\x32\x41\x4b\x6b\x45\ -\x44\x51\x36\x35\x32\x4b\x4e\x49\x63\x61\x46\x61\x43\x74\x20\x6a\ -\x54\x71\x6c\x32\x44\x5a\x74\x79\x74\x45\x37\x53\x33\x57\x50\x67\ -\x72\x6d\x69\x4e\x47\x6a\x56\x66\x4c\x58\x34\x74\x54\x48\x43\x4e\ 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-\x41\x51\x61\x49\x36\x69\x65\x41\x59\x44\x77\x65\x43\x79\x56\x2f\ -\x56\x2f\x33\x79\x36\x48\x64\x77\x4b\x48\x6f\x4b\x68\x67\x4d\x4c\ -\x6c\x51\x6f\x64\x64\x48\x4a\x48\x54\x54\x67\x4c\x73\x77\x37\x64\ -\x75\x42\x69\x6f\x45\x78\x44\x58\x4c\x6d\x59\x4d\x6c\x6e\x31\x31\ -\x55\x4a\x56\x4f\x69\x79\x33\x20\x5a\x6b\x72\x2b\x70\x63\x79\x68\ -\x30\x34\x71\x66\x59\x67\x56\x30\x4b\x4d\x52\x47\x6a\x56\x34\x4c\ -\x5a\x61\x4f\x73\x54\x77\x4e\x6f\x58\x65\x47\x66\x4b\x55\x5a\x52\ -\x49\x6c\x77\x41\x53\x4b\x64\x62\x4e\x76\x4d\x59\x67\x4d\x42\x70\ -\x41\x4c\x46\x30\x39\x69\x65\x43\x37\x72\x36\x75\x6d\x30\x58\x2f\ -\x61\x52\x48\x75\x20\x41\x48\x6d\x4f\x76\x55\x6c\x39\x53\x45\x56\ -\x7a\x66\x57\x70\x55\x41\x42\x47\x37\x72\x39\x2f\x4a\x64\x6b\x57\ -\x66\x51\x4f\x56\x6d\x52\x55\x73\x4c\x35\x53\x69\x79\x4e\x70\x62\ -\x4f\x58\x6e\x7a\x77\x36\x78\x63\x2f\x41\x6e\x7a\x59\x48\x61\x4d\ -\x72\x6b\x63\x34\x2b\x42\x4f\x42\x59\x63\x78\x46\x44\x66\x33\x74\ 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-\x31\x2f\x74\x52\x68\x6b\x54\x35\x20\x39\x46\x2b\x42\x66\x43\x69\ -\x30\x70\x42\x6d\x4b\x78\x66\x58\x43\x43\x2f\x46\x55\x39\x33\x2b\ -\x35\x58\x2b\x36\x4f\x72\x67\x54\x6e\x4b\x6f\x42\x51\x61\x45\x6d\ -\x7a\x75\x44\x49\x79\x41\x50\x48\x36\x42\x59\x66\x63\x42\x75\x42\ -\x59\x7a\x35\x57\x55\x6b\x35\x59\x52\x57\x36\x36\x66\x59\x56\x56\ -\x52\x74\x51\x34\x72\x20\x31\x74\x50\x54\x6a\x51\x35\x62\x4d\x4e\ -\x2f\x4e\x32\x34\x76\x5a\x77\x71\x72\x6f\x37\x68\x30\x57\x31\x57\ -\x73\x41\x34\x79\x70\x4b\x53\x69\x6e\x37\x76\x61\x55\x55\x5a\x57\ -\x48\x4e\x44\x5a\x51\x65\x41\x55\x58\x2b\x43\x57\x44\x42\x77\x69\ -\x58\x33\x41\x36\x36\x67\x6d\x33\x44\x75\x71\x6c\x57\x72\x36\x75\ -\x4f\x5a\x20\x7a\x45\x74\x41\x73\x58\x4d\x7a\x70\x34\x62\x38\x33\ -\x71\x77\x56\x2b\x7a\x6a\x6f\x50\x37\x45\x50\x52\x51\x43\x50\x48\ -\x61\x78\x46\x57\x54\x4f\x45\x70\x51\x48\x66\x50\x6c\x52\x66\x64\ -\x59\x55\x49\x33\x31\x51\x4b\x4c\x77\x58\x39\x33\x6f\x54\x43\x35\ 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-\x00\x00\x00\x66\x00\x00\x00\x00\x00\x01\x00\x00\x30\x0f\ -\x00\x00\x01\xde\x00\x00\x00\x00\x00\x01\x00\x02\x5d\x50\ -\x00\x00\x01\x22\x00\x00\x00\x00\x00\x01\x00\x01\x4c\x6b\ -\x00\x00\x02\xbe\x00\x00\x00\x00\x00\x01\x00\x04\xa4\x82\ -\x00\x00\x00\x42\x00\x00\x00\x00\x00\x01\x00\x00\x17\x7c\ -\x00\x00\x02\x88\x00\x00\x00\x00\x00\x01\x00\x03\x6e\x16\ -\x00\x00\x00\xd8\x00\x00\x00\x00\x00\x01\x00\x00\xe8\x0d\ -\x00\x00\x02\x74\x00\x00\x00\x00\x00\x01\x00\x03\x45\x11\ -\x00\x00\x02\xa0\x00\x00\x00\x00\x00\x01\x00\x03\x76\xc1\ -\x00\x00\x02\x0e\x00\x00\x00\x00\x00\x01\x00\x02\x76\x9d\ -\x00\x00\x01\xb2\x00\x00\x00\x00\x00\x01\x00\x02\x19\x64\ -\x00\x00\x00\x8c\x00\x00\x00\x00\x00\x01\x00\x00\xa4\x2f\ -\x00\x00\x02\x32\x00\x00\x00\x00\x00\x01\x00\x02\xd9\x8e\ -\x00\x00\x01\x7e\x00\x00\x00\x00\x00\x01\x00\x01\xa7\x12\ -\x00\x00\x01\x3c\x00\x01\x00\x00\x00\x01\x00\x01\x4d\xab\ -" - -def qInitResources(): - QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/1.png b/Connections/Moment/BCEndPlate/ResourceFiles/images/1.png deleted file mode 100644 index abe93c53d..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/1.png and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag.png b/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag.png deleted file mode 100644 index ad4967eac..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag.png and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header.png b/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header.png deleted file mode 100644 index 991c10256..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header.png and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header1 b/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header1 deleted file mode 100644 index 093ce11a2..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/Osdag_header1 and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/X-Y.eps b/Connections/Moment/BCEndPlate/ResourceFiles/images/X-Y.eps deleted file mode 100644 index 26cc69aee..000000000 --- a/Connections/Moment/BCEndPlate/ResourceFiles/images/X-Y.eps +++ /dev/null @@ -1,213 +0,0 @@ -%!PS-Adobe-3.0 EPSF-3.0 -%%Creator: cairo 1.13.1 (http://cairographics.org) -%%CreationDate: Thu Jun 4 12:36:15 2015 -%%Pages: 1 -%%DocumentData: Clean7Bit -%%LanguageLevel: 2 -%%BoundingBox: 0 -1 272 282 -%%EndComments -%%BeginProlog -save -50 dict begin -/q { gsave } bind def -/Q { grestore } bind def -/cm { 6 array astore 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--git a/Connections/Moment/BCEndPlate/ResourceFiles/images/input.png b/Connections/Moment/BCEndPlate/ResourceFiles/images/input.png deleted file mode 100644 index d618c4d92..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/input.png and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/ResourceFiles/images/output.png b/Connections/Moment/BCEndPlate/ResourceFiles/images/output.png deleted file mode 100644 index a2f654232..000000000 Binary files a/Connections/Moment/BCEndPlate/ResourceFiles/images/output.png and /dev/null differ diff --git a/Connections/Moment/BCEndPlate/bc_endplate_calc.py b/Connections/Moment/BCEndPlate/bc_endplate_calc.py deleted file mode 100644 index c4ed4aef3..000000000 --- a/Connections/Moment/BCEndPlate/bc_endplate_calc.py +++ /dev/null @@ -1,876 +0,0 @@ -""" -Started on 22nd April, 2019. - -@author: ajmalbabums - - -Module: Beam to column end plate moment connection - -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) - 3) Fundamentals of Structural steel design by M.L Gambhir - 4) AISC Design guide 16 and 4 - - -ASCII diagram - - -""" - -from model import * -from utilities.is800_2007 import IS800_2007 -from utilities.other_standards import IS1363_part_1_2002, IS1363_part_3_2002, IS1367_Part3_2002 -from utilities.common_calculation import * -import math -import logging -import bc_endplate_main -flag = 1 -logger = None - - -def module_setup(): - global logger - logger = logging.getLogger("osdag.bc_endplate_calc") - - -module_setup() - -####################################################################### - -# Start of Main Program - - -def bc_endplate_design(uiObj): - global logger - global design_status - design_status = True - - if uiObj['Member']['Connectivity'] == "Column web-Beam web": - conn_type = 'col_web_connectivity' - else: # "Column flange-Beam web" - conn_type = 'col_flange_connectivity' - - if uiObj['Member']['EndPlate_type'] == "Extended one way": - endplate_type = "one_way" - elif uiObj['Member']['EndPlate_type'] == "Flush end plate": - endplate_type = "flush" - else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": - endplate_type = "both_way" - - beam_sec = uiObj['Member']['BeamSection'] - column_sec = uiObj['Member']['ColumnSection'] - beam_fu = float(uiObj['Member']['fu (MPa)']) - beam_fy = float(uiObj['Member']['fy (MPa)']) - column_fu = float(uiObj['Member']['fu (MPa)']) - column_fy = float(uiObj['Member']['fy (MPa)']) - weld_fu = float(uiObj['weld']['fu_overwrite']) - - factored_moment = float(uiObj['Load']['Moment (kNm)']) * 1e6 - factored_shear_load = float(uiObj['Load']['ShearForce (kN)']) * 1e3 - factored_axial_load = uiObj['Load']['AxialForce (kN)'] - if factored_axial_load == '': - factored_axial_load = 0 - else: - factored_axial_load = float(factored_axial_load) * 1e3 - - bolt_dia = int(uiObj['Bolt']['Diameter (mm)']) - bolt_type = uiObj["Bolt"]["Type"] - bolt_grade = float(uiObj['Bolt']['Grade']) - bolt_fu = uiObj["bolt"]["bolt_fu"] - bolt_fy = (bolt_grade - int(bolt_grade)) * bolt_fu - mu_f = float(uiObj["bolt"]["slip_factor"]) - gamma_mw = float(uiObj["weld"]["safety_factor"]) - if gamma_mw == 1.50: - weld_fabrication = 'field' - else: - weld_fabrication = 'shop' - - dp_bolt_hole_type = uiObj["bolt"]["bolt_hole_type"] - if dp_bolt_hole_type == "Over-sized": - bolt_hole_type = 'over_size' - else: # "Standard" - bolt_hole_type = 'standard' - - dia_hole = bolt_dia + int(uiObj["bolt"]["bolt_hole_clrnce"]) - end_plate_thickness = float(uiObj['Plate']['Thickness (mm)']) - - # TODO implement after excomm review for different grades of plate - end_plate_fu = float(uiObj['Member']['fu (MPa)']) - end_plate_fy = float(uiObj['Member']['fy (MPa)']) - - if uiObj["Weld"]["Method"] == "Fillet Weld": - weld_method = 'fillet' - else: # "Groove Weld (CJP)" - weld_method = 'groove' - - weld_thickness_flange = float(uiObj['Weld']['Flange (mm)']) - weld_thickness_web = float(uiObj['Weld']['Web (mm)']) - - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - edge_type = 'hand_flame_cut' - else: # "b - Rolled, machine-flame cut, sawn and planed" - edge_type = 'machine_flame_cut' - - corrosive_influences = False - if uiObj['detailing']['is_env_corrosive'] == "Yes": - corrosive_influences = True - - [bolt_shank_area, bolt_net_area] = IS1367_Part3_2002.bolt_area(bolt_dia) - - old_beam_section = get_oldbeamcombolist() - old_column_section = get_oldcolumncombolist() - - if beam_sec in old_beam_section or column_sec in old_column_section: - logger.warning(": You are using a section (in red colour) that is not available in the latest version of IS 808") - - if beam_fu < 410 or beam_fy < 230 or column_fu < 410 or column_fy < 230: - logger.warning(" : You are using a section of grade that is not available in the latest version of IS 2062") - - ####################################################################### - # Read input values from Beam database - # Here, - # beam_tw - Thickness of beam web - # beam_tf - Thickness of beam Flange - # beam_d - Depth of beam - # beam_B - Width of beam Flange - # beam_R1 - Radius of beam at root - - dictbeamdata = get_beamdata(beam_sec) - - beam_tw = float(dictbeamdata["tw"]) - beam_tf = float(dictbeamdata["T"]) - beam_d = float(dictbeamdata["D"]) - beam_B = float(dictbeamdata["B"]) - beam_R1 = float(dictbeamdata["R1"]) - beam_R2 = float(dictbeamdata["R2"]) - beam_Zz = float(dictbeamdata["Zz"]) * 1e3 # cu. mm - - ####################################################################### - # Read input values from column database - # Here, - # column_tw - Thickness of column web - # column_tf - Thickness of column Flange - # column_d - Depth of column - # column_B - Width of column Flange - # column_R1 - Radius of column at root - - dictcolumndata = get_columndata(column_sec) - - column_tw = float(dictcolumndata["tw"]) - column_tf = float(dictcolumndata["T"]) - column_d = float(dictcolumndata["D"]) - column_B = float(dictcolumndata["B"]) - column_R1 = float(dictcolumndata["R1"]) - column_clear_d = column_d - 2 * (column_tf + column_R1) - - # Minimum Design Action (Cl. 10.7, IS 800:2007) #TODO: Correction for plastic moment capacity - beam_moment = 1.2 * beam_Zz * beam_fy / 1.10 - min_connection_moment = 0.5 * beam_moment - if factored_moment < min_connection_moment: - min_connection_moment_kNm = round((min_connection_moment/1e6), 3) - logger.warning(": The connection is designed for %s kNm (Cl. 10.7, IS 800:2007)" % min_connection_moment_kNm) - factored_moment = min_connection_moment - - if conn_type == 'col_web_connectivity': - bolt_plates_tk = [column_tw, end_plate_thickness] - - if beam_B > column_clear_d: - design_status = False - logger.error(": Beam is wider than column clear depth") - logger.warning(": Width of beam should be less than %s mm" % column_clear_d) - logger.info(": Currently, Osdag doesn't design such connections") - - else: - bolt_plates_tk = [column_tf, end_plate_thickness] - - if beam_B > column_B: - design_status = False - logger.error(": Beam is wider than column width") - logger.warning(": Width of beam should be less than %s mm" % column_B) - logger.info(": Currently, Osdag doesn't design such connections") - - web_weld_plates = [end_plate_thickness, beam_tw] - flange_weld_plates = [end_plate_thickness, beam_tf] - - ####################################################################### - # Calculation of Spacing (Min values rounded to next multiple of 5) - - # min_pitch & max_pitch = Minimum and Maximum pitch distance (mm) - pitch_dist_min = IS800_2007.cl_10_2_2_min_spacing(bolt_dia) - pitch_dist_max = IS800_2007.cl_10_2_3_1_max_spacing(bolt_plates_tk) - pitch_dist = round_up(pitch_dist_min, multiplier=5) - - # min_end_distance & max_end_distance = Minimum and Maximum end distance - # [Cl. 10.2.4.2 & Cl. 10.2.4.3, IS 800:2007] - - end_dist_min = IS800_2007.cl_10_2_4_2_min_edge_end_dist( - d=bolt_dia, bolt_hole_type=bolt_hole_type,edge_type=edge_type) - end_dist_max = IS800_2007.cl_10_2_4_3_max_edge_dist( - plate_thicknesses=bolt_plates_tk, f_y=end_plate_fy, corrosive_influences=corrosive_influences) - end_dist = round_up(end_dist_min, multiplier=5) - - # min_edge_distance = Minimum edge distance (mm) [Cl. 10.2.4.2 & Cl. 10.2.4.3, IS 800:2007] - edge_dist_min = end_dist_min - edge_dist_max = end_dist_max - edge_dist = round_up(edge_dist_min, multiplier=5) - - ####################################################################### - # l_v = Distance from the edge of flange to the centre of the nearer bolt (mm) [AISC design guide 16] - # g_1 = Gauge 1 distance (mm) (also known as cross-centre gauge, Steel designers manual, pp733, 6th edition - 2003) - if endplate_type == 'flush': - l_v = 45.0 - g_1 = 90.0 - elif endplate_type == 'one_way': - l_v = 50.0 - g_1 = 100.0 - else: # endplate_type == 'both_ways': - l_v = 50.0 - g_1 = 100.0 - - if weld_method == 'fillet': - flange_projection = round_up(value=weld_thickness_flange + 2, multiplier=5, minimum_value=5) - else: # 'groove' - flange_projection = 5 - - ####################################################################### - # Calculate bolt capacities - - if bolt_type == "Friction Grip Bolt": - bolt_slip_capacity = IS800_2007.cl_10_4_3_bolt_slip_resistance( - f_ub=bolt_fu, A_nb=bolt_net_area, n_e=1, mu_f=mu_f, bolt_hole_type=bolt_hole_type) - bolt_tension_capacity = IS800_2007.cl_10_4_5_friction_bolt_tension_resistance( - f_ub=bolt_fu, f_yb=bolt_fy, A_sb=bolt_shank_area, A_n=bolt_net_area) - bearing_capacity = 0.0 - bolt_shear_capacity = 0.0 - bolt_capacity = bolt_slip_capacity - - else: - bolt_shear_capacity = IS800_2007.cl_10_3_3_bolt_shear_capacity( - f_u=bolt_fu, A_nb=bolt_net_area, A_sb=bolt_shank_area, n_n=1, n_s=0) - bearing_capacity = IS800_2007.cl_10_3_4_bolt_bearing_capacity( - f_u=min(column_fu, end_plate_fu), f_ub=bolt_fu, t=sum(bolt_plates_tk), d=bolt_dia, e=edge_dist, - p=pitch_dist, bolt_hole_type=bolt_hole_type) - bolt_slip_capacity = 0.0 - bolt_capacity = min(bolt_shear_capacity, bearing_capacity) - bolt_tension_capacity = IS800_2007.cl_10_3_5_bearing_bolt_tension_resistance( - f_ub=bolt_fu, f_yb=bolt_fy, A_sb=bolt_shank_area, A_n=bolt_net_area) - - ####################################################################### - - # Calculation for number of bolts around tension flange - flange_tension = factored_moment / (beam_d - beam_tf) + factored_axial_load / 2 - no_tension_side_rqd = flange_tension / (0.80 * bolt_tension_capacity) - no_tension_side = round_up(no_tension_side_rqd, multiplier=2, minimum_value=2) - - # Prying force - b_e = beam_B / 2 - prying_force = IS800_2007.cl_10_4_7_bolt_prying_force( - T_e=flange_tension/4, l_v=l_v, f_o=0.7*bolt_fu, b_e=b_e, t=end_plate_thickness, f_y=end_plate_fy, - end_dist=end_dist, pre_tensioned=False) - toe_of_weld_moment = abs(flange_tension/4 * l_v - prying_force * end_dist) - end_plate_thickness_min = math.sqrt(toe_of_weld_moment * 1.10 * 4 / (end_plate_fy * b_e)) - - # End Plate Thickness - if end_plate_thickness < max(column_tf, end_plate_thickness_min): - end_plate_thickness_min = math.ceil(max(column_tf, end_plate_thickness_min)) - design_status = False - logger.error(": Chosen end plate thickness is not sufficient") - logger.warning(": Minimum required thickness of end plate is %2.2f mm " % end_plate_thickness_min) - logger.info(": Increase the thickness of end plate ") - - # Detailing - bolt_combined_status = False - detailing_status = True - while bolt_combined_status is False: - - if endplate_type == 'flush': - number_of_bolts = 2 * no_tension_side - - if no_tension_side == 2: - no_rows = {'out_tension_flange': 0, 'in_tension_flange': 1, - 'out_compression_flange': 0, 'in_compression_flange': 1} - - elif no_tension_side == 4: - no_rows = {'out_tension_flange': 0, 'in_tension_flange': 2, - 'out_compression_flange': 0, 'in_compression_flange': 2} - if beam_d - 2 * beam_tf - 2 * l_v < 3 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # # logger.warning() - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # TODO Re-detail the connection - # no_rows = {'out_tension_flange': 2, 'in_tension_flange': 1, - # 'out_compression_flange': 2, 'in_compression_flange': 1} - - elif no_tension_side == 6: - no_rows = {'out_tension_flange': 0, 'in_tension_flange': 3, - 'out_compression_flange': 0, 'in_compression_flange': 3} - if beam_d - 2 * beam_tf - 2 * l_v < 5 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # Re-detail the connection - # no_rows = {'out_tension_flange': 3, 'in_tension_flange': 1, - # 'out_compression_flange': 3, 'in_compression_flange': 1} - - else: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - no_rows = {'out_tension_flange': (no_tension_side-6)/2, 'in_tension_flange': 2, - 'out_compression_flange': (no_tension_side-6)/2, 'in_compression_flange': 2} - - # ####################################################################### - - elif endplate_type == 'one_way': - number_of_bolts = no_tension_side + 2 - - if no_tension_side <= 4: - no_tension_side = 4 - number_of_bolts = no_tension_side + 2 - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 1, - 'out_compression_flange': 0, 'in_compression_flange': 1} - - elif no_tension_side == 6: - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 2, - 'out_compression_flange': 0, 'in_compression_flange': 1} - if beam_d - 2 * beam_tf - 2 * l_v < 2 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # # logger.warning() - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # Re-detail the connection - # no_rows = {'out_tension_flange': 2, 'in_tension_flange': 1, - # 'out_compression_flange': 0, 'in_compression_flange': 1} - - elif no_tension_side == 8: - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 3, - 'out_compression_flange': 0, 'in_compression_flange': 1} - if beam_d - 2 * beam_tf - 2 * l_v < 3 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # Re-detail the connection - # no_rows = {'out_tension_flange': 3, 'in_tension_flange': 1, - # 'out_compression_flange': 0, 'in_compression_flange': 1} - elif no_tension_side == 10: - no_rows = {'out_tension_flange': 2, 'in_tension_flange': 3, - 'out_compression_flange': 0, 'in_compression_flange': 1} - if beam_d - 2 * beam_tf - 2 * l_v < 3 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - else: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - no_rows = {'out_tension_flange': (no_tension_side-6)/2, 'in_tension_flange': 2, - 'out_compression_flange': (no_tension_side-6)/2, 'in_compression_flange': 2} - - # ####################################################################### - - else: # endplate_type == "both_way": - number_of_bolts = 2 * no_tension_side - - if no_tension_side <= 4: - no_tension_side = 4 - number_of_bolts = 2 * no_tension_side - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 1, - 'out_compression_flange': 1, 'in_compression_flange': 1} - - elif no_tension_side == 6: - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 2, - 'out_compression_flange': 1, 'in_compression_flange': 2} - if beam_d - 2 * beam_tf - 2 * l_v < 3 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # # logger.warning() - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # Re-detail the connection - # no_rows = {'out_tension_flange': 2, 'in_tension_flange': 1, - # 'out_compression_flange': 2, 'in_compression_flange': 1} - - elif no_tension_side == 8: - no_rows = {'out_tension_flange': 1, 'in_tension_flange': 3, - 'out_compression_flange': 1, 'in_compression_flange': 3} - if beam_d - 2 * beam_tf - 2 * l_v < 5 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - # Re-detail the connection - # no_rows = {'out_tension_flange': 3, 'in_tension_flange': 1, - # 'out_compression_flange': 3, 'in_compression_flange': 1} - elif no_tension_side == 10: - no_rows = {'out_tension_flange': 2, 'in_tension_flange': 3, - 'out_compression_flange': 2, 'in_compression_flange': 3} - if beam_d - 2 * beam_tf - 2 * l_v < 5 * pitch_dist: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - - else: - detailing_status = False - # logger.error("Large number of bolts are required for the connection") - # logger.info(": Re-design the connection using bolt of higher grade or diameter") - no_rows = {'out_tension_flange': (no_tension_side-6)/2, 'in_tension_flange': 2, - 'out_compression_flange': (no_tension_side-6)/2, 'in_compression_flange': 2} - - # ####################################################################### - - # Plate height and width - ''' tens_plate_no_pitch : projection of end plate beyond the beam flange excluding the - distances b/w bolts on tension side ''' - if no_rows['out_tension_flange'] == 0: - tens_plate_outer = flange_projection - else: - tens_plate_outer = end_dist + l_v + (no_rows['out_tension_flange'] - 1) * pitch_dist - if no_rows['out_compression_flange'] == 0: - comp_plate_outer = flange_projection - else: - comp_plate_outer = end_dist + l_v + (no_rows['out_compression_flange'] - 1) * pitch_dist - - plate_height = beam_d + comp_plate_outer + tens_plate_outer - plate_width = g_1 + 2 * edge_dist - while plate_width < beam_B: - edge_dist += 5 - plate_width = g_1 + 2 * edge_dist - if edge_dist > edge_dist_max: - edge_dist -= 5 - g_1 += 5 - plate_width = g_1 + 2 * edge_dist - # TODO: Apply max limit for g_1, design fails - - # Tension in bolts - axial_tension = factored_axial_load / number_of_bolts - if no_rows['out_tension_flange'] == 0: - extreme_bolt_dist = beam_d - beam_tf * 3/2 - l_v - else: - extreme_bolt_dist = beam_d - beam_tf/2 + l_v + (no_rows['out_tension_flange']-1) * pitch_dist - sigma_yi_sq = 0 - for bolt_row in range(int(no_rows['out_tension_flange'])): - sigma_yi_sq += (beam_d - beam_tf/2 + l_v + bolt_row * pitch_dist) ** 2 - for bolt_row in range(int(no_rows['in_tension_flange'])): - sigma_yi_sq += (beam_d - 3 * beam_tf/2 - l_v - bolt_row * pitch_dist) ** 2 - - moment_tension = factored_moment * extreme_bolt_dist / sigma_yi_sq / 2 - tension_in_bolt = axial_tension + moment_tension + prying_force - shear_in_bolt = factored_shear_load / number_of_bolts - # Check for combined tension and shear - if bolt_type == "Friction Grip Bolt": - combined_capacity = IS800_2007.cl_10_4_6_friction_bolt_combined_shear_and_tension( - V_sf=shear_in_bolt, V_df=bolt_capacity, T_f=tension_in_bolt, T_df=bolt_tension_capacity) - else: - combined_capacity = IS800_2007.cl_10_3_6_bearing_bolt_combined_shear_and_tension( - V_sb=shear_in_bolt, V_db=bolt_capacity, T_b=tension_in_bolt, T_db=bolt_tension_capacity) - bolt_combined_status = combined_capacity <= 1.0 - - if bolt_combined_status is False: - no_tension_side += 2 - if detailing_status is False: - design_status = False - logger.error("Large number of bolts are required for the connection") - logger.info(": Re-design the connection using bolt of higher grade or diameter") - break - - ####################################################################### - # WELD DESIGN - - if weld_method == 'fillet': - # Flange weld - flange_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size(beam_tf, end_plate_thickness) - flange_weld_throat_size = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( - fillet_size=weld_thickness_flange, fusion_face_angle=90) - flange_weld_throat_max = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(beam_tf, end_plate_thickness) - - # Web welds - - web_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size(beam_tw, end_plate_thickness) - web_weld_throat_size = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( - fillet_size=weld_thickness_web, fusion_face_angle=90) - web_weld_throat_max = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(beam_tw, end_plate_thickness) - - # check min and max weld size - - if weld_thickness_flange <= flange_weld_size_min: - design_status = False - logger.error(": The weld size at beam flange is less than required") - logger.warning(": The minimum required weld size at beam flange is %s mm" % flange_weld_size_min) - logger.info(": Increase the size of weld at beam flanges") - - if flange_weld_throat_size >= flange_weld_throat_max: - design_status = False - logger.error(": The weld size at beam flange is more than allowed") - logger.warning(": The maximum allowed throat size of weld at flanges is %s mm" % flange_weld_throat_max) - logger.info(": Decrease the size of weld at beam flanges") - - if weld_thickness_web <= web_weld_size_min: - design_status = False - logger.error(": The weld size at beam web is less than required") - logger.warning(": The minimum required weld size at beam web is %s mm" % web_weld_size_min) - logger.info(": Increase the size of weld at beam web") - - if web_weld_throat_size >= web_weld_throat_max: - design_status = False - logger.error(": The weld size at beam web is more than allowed") - logger.warning(": The maximum allowed throat size of weld at webs is %s mm" % web_weld_throat_max) - logger.info(": Decrease the size of weld at beam web") - - # Weld lengths - available and effective, long joint reduction factors - - flange_weld_available_length_top = beam_B - flange_weld_available_length_bottom = (beam_B - beam_tw - 2*beam_R1 - 2*beam_R2) / 2 - - flange_weld_effective_length_top = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( - fillet_size=weld_thickness_flange, available_length=flange_weld_available_length_top) - flange_weld_effective_length_bottom = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( - fillet_size=weld_thickness_flange, available_length=flange_weld_available_length_bottom) - - flange_weld_long_joint_top = IS800_2007.cl_10_5_7_3_weld_long_joint( - l_j=flange_weld_effective_length_top, t_t=flange_weld_throat_size) - flange_weld_long_joint_bottom = IS800_2007.cl_10_5_7_3_weld_long_joint( - l_j=flange_weld_effective_length_bottom, t_t=flange_weld_throat_size) - - web_weld_available_length = beam_d - 2 * (beam_tf + beam_R1) - web_weld_effective_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( - fillet_size=weld_thickness_web, available_length=web_weld_available_length) - web_weld_long_joint = IS800_2007.cl_10_5_7_3_weld_long_joint( - l_j=web_weld_effective_length, t_t=web_weld_throat_size) - - # Weld strength - - flange_weld_strength = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress( - ultimate_stresses=[beam_fu, weld_fu], fabrication=weld_fabrication) - - web_weld_strength = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress( - ultimate_stresses=[beam_fu, weld_fu], fabrication=weld_fabrication) - - # Design forces at welds due to loads - - weld_force_axial = factored_axial_load / ( - 2 * (flange_weld_effective_length_top * flange_weld_long_joint_top + - 2 * flange_weld_effective_length_bottom * flange_weld_long_joint_bottom + - web_weld_effective_length * web_weld_long_joint)) - - flange_tension_moment = factored_moment / (beam_d - beam_tf) - weld_force_moment = flange_tension_moment / (flange_weld_effective_length_top + - 2 * flange_weld_effective_length_bottom) - weld_force_shear = factored_shear_load / (2 * web_weld_effective_length * web_weld_long_joint) - - # check for weld strength - - flange_weld_stress = (weld_force_moment + weld_force_axial) / flange_weld_throat_size - flange_weld_throat_reqd = round((weld_force_moment + weld_force_axial) / flange_weld_strength, 3) - - web_weld_stress = math.sqrt(weld_force_axial ** 2 + weld_force_shear ** 2) / web_weld_throat_size - - web_weld_throat_reqd = round(math.sqrt(weld_force_axial ** 2 + weld_force_shear ** 2) / web_weld_strength, 3) - - if flange_weld_stress >= flange_weld_strength: - design_status = False - logger.error(": The weld size at beam flange is less than required") - logger.warning(": The minimum required throat size of weld flanges is %s mm" % flange_weld_throat_reqd) - logger.info(": Increase the size of weld at beam flanges") - - if web_weld_stress >= web_weld_strength: - design_status = False - logger.error(": The weld size at beam web is less than required") - logger.warning(": The minimum required throat size of weld web is %s mm" % web_weld_throat_reqd) - logger.info(": Increase the size of weld at beam web") - - else: # weld_method == 'groove' - groove_weld_size = IS800_2007.cl_10_5_3_3_groove_weld_effective_throat_thickness( - beam_tf, beam_tw, end_plate_thickness) - - # Continuity Plates on compression side - cont_plate_fu = beam_fu - cont_plate_fy = beam_fy - cont_plate_e = math.sqrt(250/cont_plate_fy) - gamma_m0 = 1.10 - gamma_m1 = 1.10 - p_bf = factored_moment / (beam_d - beam_tf) - factored_axial_load # Compressive force at beam flanges - - cont_plate_comp_length = column_d - 2 * column_tf - cont_plate_comp_width = (column_B - column_tw) / 2 - - col_web_capacity_yielding = column_tw * (5 * column_tf + 5 * column_R1 + beam_tf) * column_fy / gamma_m0 - - col_web_capacity_crippling = ((300 * column_tw ** 2) / gamma_m1) * ( - 1 + 3 * (beam_tf / column_d) * (column_tw / column_tf) ** 1.5) * math.sqrt(column_fy * column_tf / column_tw) - col_web_capacity_buckling = (10710 * (column_tw ** 3) / column_d) * math.sqrt(column_fy / gamma_m0) - col_web_capacity = max(col_web_capacity_yielding, col_web_capacity_crippling, col_web_capacity_buckling) - - cont_plate_comp_tk_local_buckling = cont_plate_comp_width / (9.4 * cont_plate_e) - cont_plate_comp_tk_min = max(cont_plate_comp_tk_local_buckling, beam_tf, - (p_bf - col_web_capacity) / (cont_plate_comp_width * cont_plate_fy / gamma_m0)) - available_plates = [6, 8, 10, 12, 14, 16, 18, 20, 22, 24, 26, 30, 32, 34, 35, 36, 40, 45, 50, 55, 60] - for plate_tk in available_plates: - if plate_tk >= cont_plate_comp_tk_min: - cont_plate_tk_flange = plate_tk - break - else: - cont_plate_tk_flange = 0 - # Continuity Plates on compression side - cont_plate_tens_length = column_d - 2 * column_tf - cont_plate_tens_width = (column_B - column_tw) / 2 - - t_bf = factored_moment / (beam_d - beam_tf) + factored_axial_load # Tensile force at beam flanges - col_flange_tens_capacity = (column_tf ** 2) * beam_fy / (0.16 * gamma_m0) - cont_plate_tens_tk_min = max(cont_plate_tk_flange, - (t_bf - col_flange_tens_capacity) / (cont_plate_tens_width * cont_plate_fy / gamma_m0)) - - # Weld design for column web continuity plates # TODO: Anjali - - - - - - - - - - # Beam stiffeners - st_fu = beam_fu - st_fy = beam_fy - st_height = l_v + pitch_dist + end_dist - for plate_tk in available_plates: - if plate_tk >= beam_tw: - st_thickness = plate_tk - break - st_width = st_height + 100.0 - st_notch_top = 50.0 - st_notch_bottom = round_up(value=weld_thickness_flange, multiplier=5) - st_beam_weld = 1.0 - st_plate_weld = 10.0 - - st_force = 4 * tension_in_bolt - st_moment = st_force * (l_v + pitch_dist / 2) - st_eff_length = st_width - st_notch_bottom - - st_shear_capacity = st_eff_length * st_thickness * st_fy / (math.sqrt(3) * gamma_m0) - st_moment_capacity = st_eff_length ** 2 * st_thickness * st_fy / (4 * gamma_m0) - - st_weld_eff = st_eff_length - 2 * st_beam_weld - st_weld_shear_capacity = 2 * st_weld_eff * 0.7 * st_beam_weld * st_fu / (math.sqrt(3) * gamma_mw) - - st_shear_stress = st_force / (2 * st_weld_eff * 0.7 * st_beam_weld) - - st_moment_stress = st_moment / (2 * st_beam_weld ** 2 / 4) - - st_eq_weld_stress = math.sqrt(st_shear_stress ** 2 + st_moment_stress ** 2) - - st_weld_fu_gov = min(st_fu, beam_fu, weld_fu) - - st_weld_status = st_eq_weld_stress <= st_weld_fu_gov / (math.sqrt(3) * gamma_mw) - - # Strength of flange under compression or tension TODO: Get function from IS 800 - - A_f = beam_B * beam_tf # area of beam flange - capacity_beam_flange = (beam_fy / gamma_m0) * A_f - force_flange = max(t_bf, p_bf) - - if capacity_beam_flange < force_flange: - design_status = False - logger.error(": Forces in the beam flange is greater than its load carrying capacity") - logger.warning(": The maximum allowable force on beam flange of selected section is %2.2f kN" - % (round(capacity_beam_flange/1000, 3))) - logger.info(": Use a higher beam section with wider and/or thicker flange") - - ###################################### - # End of Calculation, SAMPLE Output dictionary - outputobj = dict() - - # FOR OUTPUT DOCK - outputobj['Bolt'] = {} - outputobj["Weld"] = {} - outputobj['Plate'] = {} - outputobj['ContPlateTens'] = {} - outputobj['ContPlateComp'] = {} - outputobj['Stiffener'] = {} - - outputobj['Bolt']['status'] = design_status - outputobj['Bolt']['NumberOfBolts'] = int(number_of_bolts) - - outputobj["Bolt"]["ShearBolt"] = float(round(shear_in_bolt/1000, 3)) # kN - outputobj["Bolt"]["ShearCapacity"] = float(round(bolt_shear_capacity/1000, 3)) - outputobj["Bolt"]["SlipCapacity"] = float(round(bolt_slip_capacity/1000, 3)) - outputobj["Bolt"]["BearingCapacity"] = float(round(bearing_capacity/1000, 3)) - outputobj["Bolt"]["BoltCapacity"] = float(round(bolt_capacity/1000, 3)) - - outputobj["Bolt"]["TensionCapacity"] = float(round(bolt_tension_capacity/1000, 3)) - outputobj["Bolt"]["TensionMoment"] = float(round(moment_tension/1000, 3)) - outputobj["Bolt"]["TensionAxial"] = float(round(axial_tension/1000, 3)) - outputobj["Bolt"]["TensionPrying"] = float(round(prying_force/1000, 3)) - - outputobj["Bolt"]["TensionBolt"] = float(round(tension_in_bolt/1000, 3)) - outputobj["Bolt"]["CombinedCapacity"] = float(round(combined_capacity, 3)) - - # outputobj['Bolt']['BoltFy'] = 0.0 - # outputobj['Bolt']['NumberOfRows'] = int(no_rows) - # outputobj['Bolt']['BoltsPerColumn'] = 0.0 - # outputobj['Bolt']['Gauge'] = 0.0 - # outputobj['Bolt']['kb'] = 0.0 - # outputobj['Bolt']['SumPlateThick'] = 0.0 - - outputobj['Bolt']['CrossCentreGauge'] = float(round(g_1, 3)) - outputobj['Bolt']['End'] = float(round(end_dist, 3)) - outputobj['Bolt']['Edge'] = float(round(edge_dist, 3)) - outputobj['Bolt']['Lv'] = float(round(l_v, 3)) - outputobj['Bolt']['Pitch'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['PitchMini'] = float(round(pitch_dist_min, 3)) - outputobj['Bolt']['PitchMax'] = float(round(pitch_dist_max, 3)) - outputobj['Bolt']['EndMax'] = float(round(end_dist_max, 3)) - outputobj['Bolt']['EndMini'] = float(round(end_dist_min, 3)) - outputobj['Bolt']['DiaHole'] = int(dia_hole) - - outputobj['Plate']['Height'] = float(round(plate_height, 3)) - outputobj['Plate']['Width'] = float(round(plate_width, 3)) - outputobj['Plate']['WidthMin'] = float(round(beam_B, 3)) - # outputobj['Plate']['WidthMax'] = float(round(plate_width + 25.0, 3)) - outputobj['Plate']['Moment'] = float(round(toe_of_weld_moment, 3)) - outputobj['Plate']['be'] = float(round(beam_B/2, 3)) - outputobj['Plate']['fy'] = float(round(end_plate_fy, 3)) - outputobj['Plate']['Thickness'] = float(round(end_plate_thickness, 3)) - outputobj['Plate']['ThickRequired'] = float(round(end_plate_thickness_min, 3)) - outputobj['Bolt']['projection'] = float(round(flange_projection, 3)) - - outputobj['ContPlateComp']['Length'] = cont_plate_comp_length - outputobj['ContPlateComp']['Width'] = cont_plate_comp_width - outputobj['ContPlateComp']['Thickness'] = cont_plate_tk_flange #TODO bottom continuity plate thickness Anand - outputobj['ContPlateComp']['ThicknessMin'] = cont_plate_comp_tk_min - outputobj['ContPlateComp']['Weld'] = 8 # TODO: Sourabh give calculated values - - outputobj['ContPlateTens']['Length'] = cont_plate_tens_length - outputobj['ContPlateTens']['Width'] = cont_plate_tens_width - outputobj['ContPlateTens']['Thickness'] = cont_plate_tk_flange #TODO uper continuity plate thickness Anand - outputobj['ContPlateTens']['ThicknessMin'] = cont_plate_tens_tk_min - outputobj['ContPlateTens']['Weld'] = 8 # TODO: Sourabh give calculated values - - outputobj['Stiffener']['Length'] = st_eff_length # TODO: - outputobj['Stiffener']['Height'] = st_height - outputobj['Stiffener']['Thickness'] = 10.0 # TODO: Sourabh give calculated values - outputobj['Stiffener']['NotchBottom'] = st_notch_bottom - outputobj['Stiffener']['NotchTop'] = st_notch_top - outputobj['Stiffener']['Weld'] = 8.0 # TODO: Sourabh give calculated values - - # Detailing - if endplate_type == 'flush': - if number_of_bolts == 4: - outputobj['Bolt']['Pitch12'] = float(round(beam_d - 2 * (beam_tf + l_v), 3)) - - elif number_of_bolts == 8: - outputobj['Bolt']['Pitch12'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch23'] = float(round(beam_d - 2 * (beam_tf + l_v + pitch_dist), 3)) - outputobj['Bolt']['Pitch34'] = float(round(pitch_dist, 3)) - - elif number_of_bolts == 12: - outputobj['Bolt']['Pitch12'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch23'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch34'] = float(round(beam_d - 2 * (beam_tf + l_v + 2 * pitch_dist), 3)) - outputobj['Bolt']['Pitch45'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch56'] = float(round(pitch_dist, 3)) - - else: - pass - - elif endplate_type == 'one_way': - - if number_of_bolts == 6: - outputobj['Bolt']['Pitch12'] = float(round(2 * l_v + beam_tf, 3)) - outputobj['Bolt']['Pitch23'] = float(round(beam_d - 2 * (beam_tf + l_v), 3)) - - elif number_of_bolts == 8: - outputobj['Bolt']['Pitch12'] = float(round(2 * l_v + beam_tf, 3)) - outputobj['Bolt']['Pitch23'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch34'] = float(round(beam_d - 2 * (beam_tf + l_v + 0.5 * pitch_dist), 3)) - - elif number_of_bolts == 10: - outputobj['Bolt']['Pitch12'] = float(round(2 * l_v + beam_tf, 3)) - outputobj['Bolt']['Pitch23'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch34'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch45'] = float(round(beam_d - 2 * (beam_tf + l_v + pitch_dist), 3)) - - elif number_of_bolts == 12: - outputobj['Bolt']['Pitch12'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch23'] = float(round(2 * l_v + beam_tf, 3)) - outputobj['Bolt']['Pitch34'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch45'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch56'] = float(round(beam_d - 2 * (beam_tf + l_v + pitch_dist), 3)) - - else: - pass - - else: # endplate_type == 'both_way': - if number_of_bolts == 8: - outputobj['Bolt']['Pitch'] = float(round(beam_d - 2 * (beam_tf + l_v), 3)) - outputobj['Bolt']['Pitch12'] = float(round((2 * l_v + beam_tf), 3)) - outputobj['Bolt']['Pitch23'] = float(round(beam_d - 2 * (beam_tf + l_v), 3)) - outputobj['Bolt']['Pitch34'] = float(round((2 * l_v + beam_tf), 3)) - - elif number_of_bolts == 12: - outputobj['Bolt']['Pitch12'] = float(round((2 * l_v + beam_tf), 3)) - outputobj['Bolt']['Pitch23'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch34'] = float(round(beam_d - 2 * (beam_tf + l_v + pitch_dist), 3)) - outputobj['Bolt']['Pitch45'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch56'] = float(round((2 * l_v + beam_tf), 3)) - - elif number_of_bolts == 16: - outputobj['Bolt']['Pitch12'] = float(round((2 * l_v + beam_tf), 3)) - outputobj['Bolt']['Pitch23'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch34'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch45'] = float(round(beam_d - 2 * (beam_tf + l_v + 2 * pitch_dist), 3)) - outputobj['Bolt']['Pitch56'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch67'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch78'] = float(round((2 * l_v + beam_tf), 3)) - - elif number_of_bolts == 20: - outputobj['Bolt']['Pitch12'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch23'] = float(round((2 * l_v + beam_tf), 3)) - outputobj['Bolt']['Pitch34'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch45'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch56'] = float(round(beam_d - 2 * (beam_tf + l_v + 2 * pitch_dist), 3)) - outputobj['Bolt']['Pitch67'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch78'] = float(round(pitch_dist, 3)) - outputobj['Bolt']['Pitch89'] = float(round((2 * l_v + beam_tf), 3)) - outputobj['Bolt']['Pitch910'] = float(round(pitch_dist, 3)) - else: - pass - - if weld_method == 'fillet': - outputobj["Weld"]["FlangeSizeMin"] = float(round(flange_weld_size_min, 3)) - outputobj["Weld"]["FlangeSizeMax"] = float(round(flange_weld_throat_max, 3)) - outputobj["Weld"]["FlangeLengthTop"] = float(round(flange_weld_effective_length_top, 3)) - outputobj["Weld"]["FlangeLengthBottom"] = float(round(flange_weld_effective_length_bottom, 3)) - outputobj["Weld"]["FlangeThroat"] = float(round(flange_weld_throat_size, 3)) - outputobj["Weld"]["FlangeThroatMin"] = float(round(flange_weld_throat_reqd, 3)) - outputobj["Weld"]["FlangeStress"] = float(round(flange_weld_stress, 3)) - outputobj["Weld"]["FlangeStrength"] = float(round(flange_weld_strength, 3)) - - outputobj["Weld"]["WebSizeMin"] = float(round(web_weld_size_min, 3)) - outputobj["Weld"]["WebSizeMax"] = float(round(web_weld_throat_max, 3)) - outputobj["Weld"]["WebLength"] = float(round(web_weld_effective_length, 3)) - outputobj["Weld"]["WebThroat"] = float(round(web_weld_throat_size, 3)) - outputobj["Weld"]["WebThroatMin"] = float(round(web_weld_throat_reqd, 3)) - outputobj["Weld"]["WebStress"] = float(round(web_weld_stress, 3)) - outputobj["Weld"]["WebStrength"] = float(round(web_weld_strength, 3)) - - else: # weld_method == 'groove': - outputobj["Weld"]["Size"] = float(round(groove_weld_size, 3)) - - # End of SAMPLE Output dictionary - - if design_status is True: - logger.info(": Overall extended end plate connection design is safe \n") - logger.debug(" :=========End Of design===========") - else: - logger.error(": Design is not safe \n ") - logger.debug(" :=========End Of design===========") - - return outputobj diff --git a/Connections/Moment/BCEndPlate/bc_endplate_main.py b/Connections/Moment/BCEndPlate/bc_endplate_main.py deleted file mode 100644 index 290864e5a..000000000 --- a/Connections/Moment/BCEndPlate/bc_endplate_main.py +++ /dev/null @@ -1,2414 +0,0 @@ -""" -Started on 22nd April, 2019. - -@author: ajmalbabums - - -Module: Beam to column end plate moment connection -""" -# UI files -from ui_bc_endplate import Ui_MainWindow -from ui_design_preferences import Ui_DesignPreferences -from ui_design_summary import Ui_DesignReport -from ui_plate import Ui_Plate -from ui_stiffener import Ui_Stiffener -from ui_pitch import Ui_Pitch - -import bc_endplate_calc -from svg_window import SvgWindow -from ui_tutorial import Ui_Tutorial -from ui_aboutosdag import Ui_AboutOsdag -from ui_ask_question import Ui_AskQuestion -from bc_endplate_calc import bc_endplate_design -from reportGenerator import save_html -from drawing_2D import ExtendedEndPlate -from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM -from drawing2D_bothway import ExtendedEndPlate -from drawing2D_oneway import OnewayEndPlate -from drawing2D_flush import FlushEndPlate -from drawing2D_WWbothway import ExtendedEndPlate_WW -from drawing2D_WWoneway import OnewayEndPlate_WW -from drawing2D_WWflush import FlushEndPlate_WW - -from PyQt5.QtWidgets import QDialog, QApplication, QMainWindow, QFontDialog, QFileDialog -from PyQt5.Qt import QColor, QBrush, Qt, QIntValidator, QDoubleValidator, QFile, QTextStream, pyqtSignal, QColorDialog, \ - QPixmap, QPalette -from PyQt5 import QtGui, QtCore, QtWidgets, QtOpenGL -from model import * -import sys -import os -import pickle -import pdfkit -import json -import ConfigParser -import cairosvg -import shutil -import subprocess - -from Connections.Component.ISection import ISection -from Connections.Component.nut import Nut -from Connections.Component.bolt import Bolt -from Connections.Component.filletweld import FilletWeld -from Connections.Component.groove_weld import GrooveWeld -from Connections.Component.plate import Plate -from Connections.Component.stiffener_plate import StiffenerPlate - -from Connections.Moment.BCEndPlate.extendedBothWays import CADFillet -from Connections.Moment.BCEndPlate.extendedBothWays import CADGroove -from Connections.Moment.BCEndPlate.extendedBothWays import CADColWebFillet -from Connections.Moment.BCEndPlate.extendedBothWays import CADcolwebGroove -from Connections.Moment.BCEndPlate.nutBoltPlacement import NutBoltArray - -from Connections.Component.quarterCone import QuarterCone -from OCC.Quantity import Quantity_NOC_SADDLEBROWN -from OCC import IGESControl, BRepTools -from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse -from OCC.Interface import Interface_Static_SetCVal -from OCC.IFSelect import IFSelect_RetDone -from OCC.StlAPI import StlAPI_Writer -from OCC.STEPControl import STEPControl_Writer, STEPControl_AsIs - -from utilities import osdag_display_shape -import copy - - -class MyTutorials(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Tutorial() - self.ui.setupUi(self) - self.mainController = parent - - -class MyAskQuestion(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AskQuestion() - self.ui.setupUi(self) - self.mainController = parent - - -class MyAboutOsdag(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AboutOsdag() - self.ui.setupUi(self) - self.mainController = parent - - -class DesignPreference(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_DesignPreferences() - self.ui.setupUi(self) - self.maincontroller = parent - - self.saved = None - self.ui.combo_design_method.model().item(1).setEnabled(False) - self.ui.combo_design_method.model().item(2).setEnabled(False) - self.save_default_para() - dbl_validator = QDoubleValidator() - self.ui.txt_boltFu.setValidator(dbl_validator) - self.ui.txt_boltFu.setMaxLength(7) - self.ui.txt_weldFu.setValidator(dbl_validator) - self.ui.txt_weldFu.setMaxLength(7) - self.ui.btn_defaults.clicked.connect(self.save_default_para) - # self.ui.btn_save.clicked.connect(self.save_designPref_para) - self.ui.btn_save.hide() - self.ui.btn_close.clicked.connect(self.close_designPref) - self.ui.combo_boltHoleType.currentIndexChanged[str].connect(self.get_clearance) - - def save_designPref_para(self): - uiObj = self.maincontroller.get_user_inputs() - self.saved_designPref = {} - self.saved_designPref["bolt"] = {} - self.saved_designPref["bolt"]["bolt_type"] = str(self.ui.combo_boltType.currentText()) - self.saved_designPref["bolt"]["bolt_hole_type"] = str(self.ui.combo_boltHoleType.currentText()) - self.saved_designPref["bolt"]["bolt_hole_clrnce"] = self.get_clearance() - self.saved_designPref["bolt"]["bolt_fu"] = float(str(self.ui.txt_boltFu.text())) - self.saved_designPref["bolt"]["slip_factor"] = float(str(self.ui.combo_slipfactor.currentText())) - - self.saved_designPref["weld"] = {} - weldType = str(self.ui.combo_weldType.currentText()) - self.saved_designPref["weld"]["typeof_weld"] = weldType - if weldType == "Shop weld": - self.saved_designPref["weld"]["safety_factor"] = float(1.25) - else: - self.saved_designPref["weld"]["safety_factor"] = float(1.5) - self.saved_designPref["weld"]["fu_overwrite"] = self.ui.txt_weldFu.text() - - self.saved_designPref["detailing"] = {} - typeOfEdge = str(self.ui.combo_detailingEdgeType.currentText()) - self.saved_designPref["detailing"]["typeof_edge"] = typeOfEdge - if typeOfEdge == "a - Sheared or hand flame cut": - self.saved_designPref["detailing"]["min_edgend_dist"] = float(1.7) - else: - self.saved_designPref["detailing"]["min_edgend_dist"] = float(1.5) - - self.saved_designPref["detailing"]["is_env_corrosive"] = str(self.ui.combo_detailing_memebers.currentText()) - self.saved_designPref["design"] = {} - self.saved_designPref["design"]["design_method"] = str(self.ui.combo_design_method.currentText()) - self.saved = True - - # QMessageBox.about(self, 'Information', "Preferences saved") - - return self.saved_designPref - - def save_default_para(self): - uiObj = self.maincontroller.get_user_inputs() - if uiObj["Bolt"]["Grade"] == '': - pass - else: - bolt_grade = float(uiObj["Bolt"]["Grade"]) - bolt_fu = str(self.get_boltFu(bolt_grade)) - self.ui.txt_boltFu.setText(bolt_fu) - self.ui.combo_boltType.setCurrentIndex(1) - self.ui.combo_boltHoleType.setCurrentIndex(0) - designPref = {} - designPref["bolt"] = {} - designPref["bolt"]["bolt_type"] = str(self.ui.combo_boltType.currentText()) - designPref["bolt"]["bolt_hole_type"] = str(self.ui.combo_boltHoleType.currentText()) - designPref["bolt"]["bolt_hole_clrnce"] = self.get_clearance() - designPref["bolt"]["bolt_fu"] = float(self.ui.txt_boltFu.text()) - self.ui.combo_slipfactor.setCurrentIndex(4) - designPref["bolt"]["slip_factor"] = float(str(self.ui.combo_slipfactor.currentText())) - - self.ui.combo_weldType.setCurrentIndex(0) - designPref["weld"] = {} - weldType = str(self.ui.combo_weldType.currentText()) - designPref["weld"]["typeof_weld"] = weldType - designPref["weld"]["safety_factor"] = float(1.25) - Fu = str(uiObj["Member"]["fu (MPa)"]) - self.ui.txt_weldFu.setText(Fu) - designPref["weld"]["fu_overwrite"] = self.ui.txt_weldFu.text() - self.ui.combo_detailingEdgeType.setCurrentIndex(0) - designPref["detailing"] = {} - typeOfEdge = str(self.ui.combo_detailingEdgeType.currentText()) - designPref["detailing"]["typeof_edge"] = typeOfEdge - designPref["detailing"]["min_edgend_dist"] = float(1.7) - self.ui.combo_detailing_memebers.setCurrentIndex(0) - designPref["detailing"]["is_env_corrosive"] = str(self.ui.combo_detailing_memebers.currentText()) - - designPref["design"] = {} - designPref["design"]["design_method"] = str(self.ui.combo_design_method.currentText()) - self.saved = False - return designPref - - def set_weldFu(self): - """ - - Returns: Set weld Fu based on member fu - - """ - uiObj = self.maincontroller.get_user_inputs() - Fu = str(uiObj["Member"]["fu (MPa)"]) - self.ui.txt_weldFu.setText(Fu) - - def set_boltFu(self): - uiObj = self.maincontroller.get_user_inputs() - boltGrade = str(uiObj["Bolt"]["Grade"]) - if boltGrade != '': - boltfu = str(self.get_boltFu(boltGrade)) - self.ui.txt_boltFu.setText(boltfu) - else: - pass - - def get_clearance(self): - - uiObj = self.maincontroller.get_user_inputs() - boltDia = str(uiObj["Bolt"]["Diameter (mm)"]) - if boltDia != 'Select diameter': - - standard_clrnce = {12: 1, 14: 1, 16: 2, 18: 2, 20: 2, 22: 2, 24: 2, 30: 3, 34: 3, 36: 3} - overhead_clrnce = {12: 3, 14: 3, 16: 4, 18: 4, 20: 4, 22: 4, 24: 6, 30: 8, 34: 8, 36: 8} - boltHoleType = str(self.ui.combo_boltHoleType.currentText()) - if boltHoleType == "Standard": - clearance = standard_clrnce[int(boltDia)] - else: - clearance = overhead_clrnce[int(boltDia)] - - return clearance - else: - pass - - def get_boltFu(self, boltGrade): - """ - - Args: - boltGrade: Friction Grip Bolt or Bearing Bolt - - Returns: ultimate strength of bolt depending upon grade of bolt chosen - - """ - # boltFu = {3.6: 330, 4.6: 400, 4.8: 420, 5.6: 500, 5.8: 520, 6.8: 600, 8.8: 800, 9.8: 900, 10.9: 1040, - # 12.9: 1220} - boltGrd = float(boltGrade) - boltFu = int(boltGrd) * 100 # Nominal strength of bolt - return boltFu - - def close_designPref(self): - self.close() - - def closeEvent(self, QCloseEvent): - self.save_designPref_para() - QCloseEvent.accept() - - -class PlateDetails(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Plate() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bc_endplate_design(uiObj) - self.ui.txt_plateWidth.setText(str(resultObj_plate["Plate"]["Width"])) - self.ui.txt_plateHeight.setText(str(resultObj_plate["Plate"]["Height"])) - # self.ui.txt_plateDemand.setText(str(resultObj_plate["Plate"]["MomentDemand"])) - # self.ui.txt_plateCapacity.setText(str(resultObj_plate["Plate"]["MomentCapacity"])) - - -class Stiffener(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Stiffener() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bc_endplate_design(uiObj) - self.ui.txt_stiffnrHeight.setText(str(resultObj_plate["Stiffener"]["Height"])) - self.ui.txt_stiffnrLength.setText(str(resultObj_plate["Stiffener"]["Length"])) - self.ui.txt_stiffnrThickness.setText(str(resultObj_plate["Stiffener"]["Thickness"])) - - -class Pitch(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Pitch() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bc_endplate_design(uiObj) - print "result plate", resultObj_plate - no_of_bolts = resultObj_plate['Bolt']['NumberOfBolts'] - if self.maincontroller.endplate_type == 'both_way': - if no_of_bolts == 8: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - elif no_of_bolts == 12: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - elif no_of_bolts == 16: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch6.setText(str(resultObj_plate['Bolt']['Pitch67'])) - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - elif no_of_bolts == 20: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch6.setText(str(resultObj_plate['Bolt']['Pitch67'])) - self.ui.lineEdit_pitch7.setText(str(resultObj_plate['Bolt']['Pitch78'])) - self.ui.lineEdit_pitch8.setText(str(resultObj_plate['Bolt']['Pitch89'])) - self.ui.lineEdit_pitch9.setText(str(resultObj_plate['Bolt']['Pitch910'])) - else: - pass - - elif self.maincontroller.endplate_type == "flush": - if no_of_bolts == 4: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem2.hide() - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_2.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - elif no_of_bolts == 8: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - elif no_of_bolts == 12: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - else: - pass - elif self.maincontroller.endplate_type == "one_way": - if no_of_bolts == 6: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - elif no_of_bolts == 8: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - elif no_of_bolts == 10: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - elif no_of_bolts == 12: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - self.ui.lineEdit_pitch8.hide() - self.ui.lineEdit_pitch9.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_mem7_2.hide() - self.ui.lbl_mem7_3.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lbl_8.hide() - self.ui.lbl_9.hide() - else: - pass - else: - pass - -class DesignReportDialog(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_DesignReport() - self.ui.setupUi(self) - self.maincontroller = parent - self.setWindowTitle("Design Profile") - self.ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.ui.lbl_browse)) - self.ui.btn_saveProfile.clicked.connect(self.saveUserProfile) - self.ui.btn_useProfile.clicked.connect(self.useUserProfile) - self.accepted.connect(self.save_inputSummary) - - def save_inputSummary(self): - report_summary = self.get_report_summary() - self.maincontroller.save_design(report_summary) - - def getLogoFilePath(self, lblwidget): - self.ui.lbl_browse.clear() - filename, _ = QFileDialog.getOpenFileName(self, 'Open File', "../../ ", 'Images (*.png *.svg *.jpg)', None, - QFileDialog.DontUseNativeDialog) - flag = True - if filename == '': - flag = False - return flag - else: - base = os.path.basename(str(filename)) - lblwidget.setText(base) - base_type = base[-4:] - self.desired_location(filename, base_type) - - return str(filename) - - def desired_location(self, filename, base_type): - if base_type == ".svg": - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.maincontroller.folder), "images_html", - "cmpylogoExtendEndplate.svg")) - else: - shutil.copyfile(filename, - os.path.join(str(self.maincontroller.folder), "images_html", "cmpylogoExtendEndplate.png")) - - def saveUserProfile(self): - inputData = self.get_report_summary() - filename, _ = QFileDialog.getSaveFileName(self, 'Save Files', - os.path.join(str(self.maincontroller.folder), "Profile"), '*.txt') - if filename == '': - flag = False - return flag - else: - infile = open(filename, 'w') - pickle.dump(inputData, infile) - infile.close() - - def get_report_summary(self): - report_summary = {"ProfileSummary": {}} - report_summary["ProfileSummary"]["CompanyName"] = str(self.ui.lineEdit_companyName.text()) - report_summary["ProfileSummary"]["CompanyLogo"] = str(self.ui.lbl_browse.text()) - report_summary["ProfileSummary"]["Group/TeamName"] = str(self.ui.lineEdit_groupName.text()) - report_summary["ProfileSummary"]["Designer"] = str(self.ui.lineEdit_designer.text()) - - report_summary["ProjectTitle"] = str(self.ui.lineEdit_projectTitle.text()) - report_summary["Subtitle"] = str(self.ui.lineEdit_subtitle.text()) - report_summary["JobNumber"] = str(self.ui.lineEdit_jobNumber.text()) - report_summary["Client"] = str(self.ui.lineEdit_client.text()) - report_summary["AdditionalComments"] = str(self.ui.txt_additionalComments.toPlainText()) - - return report_summary - - def useUserProfile(self): - filename, _ = QFileDialog.getOpenFileName(self, 'Open Files', - os.path.join(str(self.maincontroller.folder), "Profile"), - "All Files (*)") - if os.path.isfile(filename): - outfile = open(filename, 'r') - reportsummary = pickle.load(outfile) - self.ui.lineEdit_companyName.setText(reportsummary["ProfileSummary"]['CompanyName']) - self.ui.lbl_browse.setText(reportsummary["ProfileSummary"]['CompanyLogo']) - self.ui.lineEdit_groupName.setText(reportsummary["ProfileSummary"]['Group/TeamName']) - self.ui.lineEdit_designer.setText(reportsummary["ProfileSummary"]['Designer']) - else: - pass - - -class Maincontroller(QMainWindow): - closed = pyqtSignal() - - def __init__(self, folder): - QMainWindow.__init__(self) - self.ui = Ui_MainWindow() - self.ui.setupUi(self) - self.folder = folder - self.connection = "BCEndPlate" - self.get_columndata() - self.get_beamdata() - self.result_obj = None - self.endplate_type = '' - self.designPrefDialog = DesignPreference(self) - # self.ui.combo_connLoc.model().item(1).setEnabled(False) - # self.ui.combo_connLoc.model().item(2).setEnabled(False) - # self.ui.combo_connLoc.currentIndexChanged.connect(self.get_beamdata) - # self.ui.combo_beamSec.setCurrentIndex(0) - - # import math - # beam_section = self.fetchBeamPara() - # t_w = float(beam_section["tw"]) - # t_f = float(beam_section["T"]) - # print t_w, t_f - # t_thicker = math.ceil(max(t_w, t_f)) - # t_thicker = (t_thicker / 2.) * 2 - # - # self.plate_thickness = {'Select plate thickness':[t_thicker, t_thicker+2]} - - self.gradeType = {'Please select type': '', 'Friction Grip Bolt': [8.8, 10.9], - 'Bearing Bolt': [3.6, 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8, 10.9, 12.9]} - self.ui.combo_type.addItems(self.gradeType.keys()) - self.ui.combo_type.currentIndexChanged[str].connect(self.combotype_current_index_changed) - self.ui.combo_type.setCurrentIndex(0) - self.retrieve_prevstate() - self.ui.combo_connLoc.currentIndexChanged[str].connect(self.setimage_connection) - - self.ui.btnFront.clicked.connect(lambda: self.call_2D_drawing("Front")) - self.ui.btnTop.clicked.connect(lambda: self.call_2D_drawing("Top")) - self.ui.btnSide.clicked.connect(lambda: self.call_2D_drawing("Side")) - self.ui.combo_diameter.currentIndexChanged[str].connect(self.bolt_hole_clearance) - self.ui.combo_grade.currentIndexChanged[str].connect(self.call_bolt_fu) - self.ui.txt_Fu.textChanged.connect(self.call_weld_fu) - - self.ui.btn_Design.clicked.connect(self.design_btnclicked) - self.ui.btn_Design.clicked.connect(self.osdag_header) - self.ui.btn_Reset.clicked.connect(self.reset_btnclicked) - self.ui.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.inputDock)) - self.ui.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.outputDock)) - self.ui.actionDesign_Preferences.triggered.connect(self.design_prefer) - self.ui.actionEnlarge_font_size.triggered.connect(self.show_font_dialogue) - self.ui.action_save_input.triggered.connect(self.save_design_inputs) - self.ui.action_load_input.triggered.connect(self.load_design_inputs) - self.ui.actionSave_log_messages.triggered.connect(self.save_log_messages) - self.ui.actionSave_3D_model.triggered.connect(self.save_3D_cad_images) - self.ui.actionCreate_design_report.triggered.connect(self.design_report) - self.ui.actionChange_background.triggered.connect(self.show_color_dialog) - self.ui.actionSave_Front_View.triggered.connect(lambda: self.call_2D_drawing("Front")) - self.ui.actionSave_Side_View.triggered.connect(lambda: self.call_2D_drawing("Side")) - self.ui.actionSave_Top_View.triggered.connect(lambda: self.call_2D_drawing("Top")) - self.ui.actionShow_all.triggered.connect(lambda: self.call_3DModel("gradient_bg")) - self.ui.actionShow_column.triggered.connect(lambda: self.call_3DColumn("gradient_bg")) - self.ui.actionShow_beam.triggered.connect(lambda: self.call_3DBeam("gradient_bg")) - self.ui.actionShow_connector.triggered.connect(lambda: self.call_3DConnector("gradient_bg")) - self.ui.actionSave_current_image.triggered.connect(self.save_CAD_images) - self.ui.actionZoom_in.triggered.connect(self.call_zoomin) - self.ui.actionZoom_out.triggered.connect(self.call_zoomout) - self.ui.actionPan.triggered.connect(self.call_pannig) - self.ui.actionRotate_3D_model.triggered.connect(self.call_rotation) - self.ui.actionClear.triggered.connect(self.clear_log_messages) - self.ui.actionAbout_Osdag_2.triggered.connect(self.open_about_osdag) - self.ui.actionAsk_Us_a_Question.triggered.connect(self.open_ask_question) - self.ui.actionSample_Tutorials.triggered.connect(self.open_tutorials) - self.ui.actionDesign_examples.triggered.connect(self.design_examples) - - self.ui.btn_pitchDetail.clicked.connect(self.pitch_details) - self.ui.btn_plateDetail.clicked.connect(self.plate_details) - self.ui.btn_stiffnrDetail.clicked.connect(self.stiffener_details) - self.ui.btn_CreateDesign.clicked.connect(self.design_report) - - self.ui.btn3D.clicked.connect(lambda: self.call_3DModel("gradient_bg")) - self.ui.chkBx_columnSec.clicked.connect(lambda: self.call_3DColumn("gradient_bg")) - self.ui.chkBx_beamSec.clicked.connect(lambda: self.call_3DBeam("gradient_bg")) - self.ui.chkBx_connector.clicked.connect(lambda: self.call_3DConnector("gradient_bg")) - - validator = QIntValidator() - - doubl_validator = QDoubleValidator() - self.ui.txt_Fu.setValidator(doubl_validator) - self.ui.txt_Fy.setValidator(doubl_validator) - self.ui.txt_Moment.setValidator(doubl_validator) - self.ui.txt_Shear.setValidator(doubl_validator) - self.ui.txt_Axial.setValidator(doubl_validator) - - min_fu = 290 - max_fu = 780 - self.ui.txt_Fu.editingFinished.connect(lambda: self.check_range(self.ui.txt_Fu, min_fu, max_fu)) - self.ui.txt_Fu.editingFinished.connect( - lambda: self.validate_fu_fy(self.ui.txt_Fu, self.ui.txt_Fy, self.ui.txt_Fu, self.ui.lbl_fu)) - - min_fy = 165 - max_fy = 650 - self.ui.txt_Fy.editingFinished.connect(lambda: self.check_range(self.ui.txt_Fy, min_fy, max_fy)) - self.ui.txt_Fy.editingFinished.connect( - lambda: self.validate_fu_fy(self.ui.txt_Fu, self.ui.txt_Fy, self.ui.txt_Fy, self.ui.lbl_fy)) - - from osdagMainSettings import backend_name - self.display, _ = self.init_display(backend_str=backend_name()) - self.uiObj = None - self.fuse_model = None - self.resultObj = None - self.disable_buttons() - - - - def init_display(self, backend_str=None, size=(1024, 768)): - from OCC.Display.backend import load_backend, get_qt_modules - - used_backend = load_backend(backend_str) - - global display, start_display, app, _, USED_BACKEND - if 'qt' in used_backend: - from OCC.Display.qtDisplay import qtViewer3d - QtCore, QtGui, QtWidgets, QtOpenGL = get_qt_modules() - - from OCC.Display.qtDisplay import qtViewer3d - self.ui.modelTab = qtViewer3d(self) - - # ======================== CAD ======================== - # self.setWindowTitle("Osdag Finplate") - self.ui.mytabWidget.resize(size[0], size[1]) - self.ui.mytabWidget.addTab(self.ui.modelTab, "") - self.ui.modelTab.InitDriver() - # =========================================================== - display = self.ui.modelTab._display - display.set_bg_gradient_color(23, 1, 32, 23, 1, 32) - # ======================== CAD ======================== - display.display_trihedron() - # =========================================================== - display.View.SetProj(1, 1, 1) - - def centerOnScreen(self): - '''Centers the window on the screen.''' - resolution = QtGui.QDesktopWidget().screenGeometry() - self.move((resolution.width() / 2) - (self.frameSize().width() / 2), - (resolution.height() / 2) - (self.frameSize().height() / 2)) - - def start_display(): - self.ui.modelTab.raise_() - - return display, start_display - - def save_design_inputs(self): - filename, _ = QFileDialog.getSaveFileName(self, "Save Design", os.path.join(str(self.folder), "untitled.osi"), - "Input Files(*.osi)") - if not filename: - return - try: - out_file = open(str(filename), 'wb') - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % filename) - return - json.dump(self.uiObj, out_file) - out_file.close() - pass - - def load_design_inputs(self): - filename, _ = QFileDialog.getOpenFileName(self, "Open Design", str(self.folder), "(*.osi)") - if not filename: - return - try: - in_file = open(str(filename), 'rb') - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % filename) - return - ui_obj = json.load(in_file) - self.set_dict_touser_inputs(ui_obj) - - def save_log_messages(self): - filename, pat = QFileDialog.getSaveFileName(self, "Save File As", os.path.join(str(self.folder), "LogMessages"), - "Text files (*.txt)") - return self.save_file(filename + ".txt") - - def save_file(self, filename): - """ - - Args: - filename: file name - - Returns: open file for writing - - """ - fname = QFile(filename) - if not fname.open(QFile.WriteOnly | QFile.Text): - QMessageBox.warning(self, "Application", - "Cannot write file %s:\n%s." % (filename, fname.errorString())) - return - outf = QTextStream(fname) - QApplication.setOverrideCursor(Qt.WaitCursor) - outf << self.ui.textEdit.toPlainText() - QApplication.restoreOverrideCursor() - - def save_design(self, report_summary): - status = self.resultObj['Bolt']['status'] - if status is True: - self.call_3DModel("white_bg") - data = os.path.join(str(self.folder), "images_html", "3D_Model.png") - self.display.ExportToImage(data) - self.display.FitAll() - else: - pass - - filename = os.path.join(str(self.folder), "images_html", "Html_Report.html") - file_name = str(filename) - self.call_designreport(file_name, report_summary) - - # Creates PDF - config = ConfigParser.ConfigParser() - config.readfp(open(r'Osdag.config')) - wkhtmltopdf_path = config.get('wkhtml_path', 'path1') - - config = pdfkit.configuration(wkhtmltopdf=wkhtmltopdf_path) - - options = { - 'margin-bottom': '10mm', - 'footer-right': '[page]' - } - file_type = "PDF(*.pdf)" - fname, _ = QFileDialog.getSaveFileName(self, "Save File As", self.folder + "/", file_type) - fname = str(fname) - flag = True - if fname == '': - flag = False - return flag - else: - pdfkit.from_file(filename, fname, configuration=config, options=options) - QMessageBox.about(self, 'Information', "Report Saved") - - def call_designreport(self, fileName, report_summary): - self.alist = self.designParameters() - self.result = bc_endplate_design(self.alist) - print "resultobj", self.result - self.column_data = self.fetchColumnPara() - self.beam_data = self.fetchBeamPara() - save_html(self.result, self.alist, self.column_data, self.beam_data, fileName, report_summary, self.folder) - - def get_user_inputs(self): - uiObj = {} - uiObj["Member"] = {} - uiObj["Member"]["Connectivity"] = str(self.ui.combo_connect.currentText()) - uiObj["Member"]["EndPlate_type"] = str(self.ui.combo_connLoc.currentText()) - uiObj["Member"]["ColumnSection"] = str(self.ui.combo_columnSec.currentText()) - uiObj["Member"]["BeamSection"] = str(self.ui.combo_beamSec.currentText()) - uiObj["Member"]["fu (MPa)"] = self.ui.txt_Fu.text() - uiObj["Member"]["fy (MPa)"] = self.ui.txt_Fy.text() - - uiObj["Load"] = {} - uiObj["Load"]["ShearForce (kN)"] = self.ui.txt_Shear.text() - uiObj["Load"]["Moment (kNm)"] = self.ui.txt_Moment.text() - uiObj["Load"]["AxialForce (kN)"] = self.ui.txt_Axial.text() - - uiObj["Bolt"] = {} - uiObj["Bolt"]["Diameter (mm)"] = self.ui.combo_diameter.currentText() - uiObj["Bolt"]["Grade"] = self.ui.combo_grade.currentText() - uiObj["Bolt"]["Type"] = self.ui.combo_type.currentText() - - uiObj["Plate"] = {} - uiObj["Plate"]["Thickness (mm)"] = str(self.ui.combo_plateThick.currentText()) - - uiObj["Weld"] = {} - uiObj["Weld"]["Method"] = str(self.ui.combo_weld_method.currentText()) - uiObj["Weld"]["Flange (mm)"] = str(self.ui.combo_flangeSize.currentText()) - uiObj["Weld"]["Web (mm)"] = str(self.ui.combo_webSize.currentText()) - - uiObj["Connection"] = self.connection - - return uiObj - - - def osdag_header(self): - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles", "Osdag_header.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Osdag_header.png")) - - def design_prefer(self): - self.designPrefDialog.show() - - def bolt_hole_clearance(self): - self.designPrefDialog.get_clearance() - - def call_bolt_fu(self): - self.designPrefDialog.set_boltFu() - - def call_weld_fu(self): - self.designPrefDialog.set_weldFu() - - def closeEvent(self, event): - """ - - Args: - event: Yes or No - - Returns: Ask for the confirmation while closing the window - - """ - uiInput = self.designParameters() - self.save_inputs_totext(uiInput) - - action = QMessageBox.question(self, "Message", "Are you sure to quit?", QMessageBox.Yes, QMessageBox.No) - if action == QMessageBox.Yes: - self.closed.emit() - event.accept() - else: - event.ignore() - - def save_inputs_totext(self, uiObj): - """ - - Args: - uiObj: User inputs - - Returns: Save the user input to txt format - - """ - input_file = QFile(os.path.join("Connections", "Moment", "BCEndPlate", "saveINPUT.txt")) - if not input_file.open(QFile.WriteOnly | QFile.Text): - QMessageBox.warning(self, "Application", - "Cannot write file %s: \n%s" - % (input_file.fileName(), input_file.errorString())) - pickle.dump(uiObj, input_file) - - def get_prevstate(self): - """ - - Returns: Read for the previous user inputs design - - """ - filename = os.path.join("Connections", "Moment", "BCEndPlate", "saveINPUT.txt") - if os.path.isfile(filename): - file_object = open(filename, 'r') - uiObj = pickle.load(file_object) - return uiObj - else: - return None - - def retrieve_prevstate(self): - """ - - Returns: Retrieve the previous user inputs - - """ - uiObj = self.get_prevstate() - self.set_dict_touser_inputs(uiObj) - - def set_dict_touser_inputs(self, uiObj): - """ - - Args: - uiObj: User inputs - - Returns: Set the dictionary to user inputs - - """ - - if uiObj is not None: - if uiObj["Connection"] != "BCEndPlate": - QMessageBox.information(self, "Information", - "You can load this input file only from the corresponding design problem") - return - - self.ui.combo_connect.setCurrentIndex(self.ui.combo_connect.findText(uiObj["Member"]["Connectivity"])) - self.ui.combo_connLoc.setCurrentIndex(self.ui.combo_connLoc.findText(str(uiObj["Member"]["EndPlate_type"]))) - if uiObj["Member"]["EndPlate_type"] == "Flush" or "Extended one way" or "Extended both ways": - # self.ui.combo_connLoc.setCurrentIndex(self.ui.combo_connect.findText(uiObj["Member"]["Connectivity"])) - self.ui.combo_connLoc.setCurrentIndex(self.ui.combo_connLoc.findText(uiObj["Member"]["EndPlate_type"])) - self.ui.combo_columnSec.setCurrentIndex( - self.ui.combo_columnSec.findText(uiObj["Member"]["ColumnSection"])) - self.ui.combo_beamSec.setCurrentIndex(self.ui.combo_beamSec.findText(uiObj["Member"]["BeamSection"])) - self.ui.txt_Fu.setText(str(uiObj["Member"]["fu (MPa)"])) - self.ui.txt_Fy.setText(str(uiObj["Member"]["fy (MPa)"])) - self.ui.txt_Shear.setText(str(uiObj["Load"]["ShearForce (kN)"])) - self.ui.txt_Axial.setText(str(uiObj["Load"]["AxialForce (kN)"])) - self.ui.txt_Moment.setText(str(uiObj["Load"]["Moment (kNm)"])) - self.ui.combo_diameter.setCurrentIndex(self.ui.combo_diameter.findText(uiObj["Bolt"]["Diameter (mm)"])) - self.ui.combo_type.setCurrentIndex(self.ui.combo_type.findText(uiObj["Bolt"]["Type"])) - self.ui.combo_grade.setCurrentIndex(self.ui.combo_grade.findText(uiObj["Bolt"]["Grade"])) - self.ui.combo_plateThick.setCurrentIndex( - self.ui.combo_plateThick.findText(uiObj["Plate"]["Thickness (mm)"])) - self.ui.combo_weld_method.setCurrentIndex(self.ui.combo_weld_method.findText(uiObj["Weld"]["Method"])) - self.ui.combo_flangeSize.setCurrentIndex( - self.ui.combo_flangeSize.findText(uiObj["Weld"]["Flange (mm)"])) - self.ui.combo_webSize.setCurrentIndex(self.ui.combo_webSize.findText(uiObj["Weld"]["Web (mm)"])) - - self.designPrefDialog.ui.combo_boltType.setCurrentIndex( - self.designPrefDialog.ui.combo_boltType.findText(uiObj["bolt"]["bolt_type"])) - self.designPrefDialog.ui.combo_boltHoleType.setCurrentIndex( - self.designPrefDialog.ui.combo_boltHoleType.findText(uiObj["bolt"]["bolt_hole_type"])) - self.designPrefDialog.ui.txt_boltFu.setText(str(uiObj["bolt"]["bolt_fu"])) - self.designPrefDialog.ui.combo_slipfactor.setCurrentIndex( - self.designPrefDialog.ui.combo_slipfactor.findText(str(uiObj["bolt"]["slip_factor"]))) - self.designPrefDialog.ui.combo_weldType.setCurrentIndex( - self.designPrefDialog.ui.combo_weldType.findText(uiObj["weld"]["typeof_weld"])) - self.designPrefDialog.ui.txt_weldFu.setText(str(uiObj["weld"]["fu_overwrite"])) - self.designPrefDialog.ui.combo_detailingEdgeType.setCurrentIndex( - self.designPrefDialog.ui.combo_detailingEdgeType.findText(uiObj["detailing"]["typeof_edge"])) - self.designPrefDialog.ui.combo_detailing_memebers.setCurrentIndex( - self.designPrefDialog.ui.combo_detailing_memebers.findText(uiObj["detailing"]["is_env_corrosive"])) - self.designPrefDialog.ui.combo_design_method.setCurrentIndex( - self.designPrefDialog.ui.combo_design_method.findText(uiObj["design"]["design_method"])) - - else: - pass - - def designParameters(self): - """ - - Returns: Design preference inputs - - """ - self.uiObj = self.get_user_inputs() - - # if self.designPrefDialog.saved is not True: - # design_pref = self.designPrefDialog.save_default_para() - # else: - design_pref = self.designPrefDialog.save_designPref_para() - self.uiObj.update(design_pref) - return self.uiObj - - def setimage_connection(self): - ''' - Setting image to connectivity. - ''' - self.ui.lbl_connectivity.show() - loc = self.ui.combo_connLoc.currentText() - loc2 = self.ui.combo_connect.currentText() - - if loc == "Extended both ways" and loc2 == "Column flange-Beam web": - pixmap = QPixmap(":/newPrefix/images/webextnboth.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Flush end plate" and loc2 == "Column flange-Beam web": - pixmap = QPixmap(":/newPrefix/images/webflush.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Extended one way" and loc2 == "Column flange-Beam web": - pixmap = QPixmap(":/newPrefix/images/webextnone.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Extended both ways" and loc2 == "Column web-Beam web": - pixmap = QPixmap(":/newPrefix/images/fextnboth.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Flush end plate" and loc2 == "Column web-Beam web": - pixmap = QPixmap(":/newPrefix/images/ff.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - else: - pixmap = QPixmap(":/newPrefix/images/fextnone.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - - return True - - def generate_incomplete_string(self, incomplete_list): - """ - - Args: - incomplete_list: list of fields that are not selected or entered - - Returns: - error string that has to be displayed - - """ - - # The base string which should be displayed - information = "Please input the following required field" - if len(incomplete_list) > 1: - # Adds 's' to the above sentence if there are multiple missing input fields - information += "s" - information += ": " - - # Loops through the list of the missing fields and adds each field to the above sentence with a comma - for item in incomplete_list: - information = information + item + ", " - - # Removes the last comma - information = information[:-2] - information += "." - - return information - - def validate_inputs_on_design_btn(self): - flag = True - incomplete_list = [] - state = self.setimage_connection() - if state is True: - if self.ui.combo_connect.currentIndex() == 0: - incomplete_list.append("Connectivity") - else: - pass - - if self.ui.combo_connLoc.currentIndex() == 0: - incomplete_list.append("EndPlate_type") - - if self.ui.combo_columnSec.currentIndex() == 0: - incomplete_list.append("Column section") - - if self.ui.combo_beamSec.currentIndex() == 0: - incomplete_list.append("Beam section") - - if self.ui.txt_Fu.text() == "": - incomplete_list.append("Ultimate strength") - - if self.ui.txt_Fy.text() == "": - incomplete_list.append("Yield strength") - - # if self.ui.txt_Axial.text() == '' or float(self.ui.txt_Axial.text()) == 0: - # incomplete_list.append("Axial force") - - if self.ui.txt_Moment.text() == '' or float(self.ui.txt_Moment.text()) == 0: - incomplete_list.append("Moment") - - if self.ui.txt_Shear.text() == '': - incomplete_list.append("Shear force") - - if self.ui.combo_diameter.currentIndex() == 0: - incomplete_list.append("Diameter of bolt") - - if self.ui.combo_type.currentIndex() == 0: - incomplete_list.append("Type of bolt") - - if self.ui.combo_plateThick.currentIndex() == 0: - incomplete_list.append("Flange splice plate thickness") - - if self.ui.combo_webSize.currentIndex() == 0 and self.ui.combo_weld_method.currentIndex() == 1: - incomplete_list.append("Web weld thickness") - - - if self.ui.combo_flangeSize.currentIndex() == 0 and self.ui.combo_weld_method.currentIndex() == 1: - incomplete_list.append("Flange weld thickness") - - if len(incomplete_list) > 0: - flag = False - QMessageBox.information(self, "Information", self.generate_incomplete_string(incomplete_list)) - - return flag - - def design_btnclicked(self): - """ - - Returns: - - """ - if self.validate_inputs_on_design_btn() is not True: - return - self.alist = self.designParameters() - self.outputs = bc_endplate_design(self.alist) - print "output list ", self.outputs - - self.ui.outputDock.setFixedSize(310, 710) - self.enable_buttons() - - a = self.outputs[self.outputs.keys()[0]] - self.resultObj = self.outputs - alist = self.resultObj.values() - - self.display_output(self.outputs) - self.display_log_to_textedit() - isempty = [True if val != '' else False for ele in alist for val in ele.values()] - - if isempty[0] == True: - status = self.resultObj['Bolt']['status'] - self.call_3DModel("gradient_bg") - if status is True: - self.call_2D_drawing("All") - else: - self.ui.btn_pitchDetail.setDisabled(False) - self.ui.btn_plateDetail.setDisabled(False) - self.ui.btn_stiffnrDetail.setDisabled(False) - self.ui.chkBx_connector.setDisabled(True) - self.ui.chkBx_columnSec.setDisabled(True) - self.ui.chkBx_beamSec.setDisabled(True) - self.ui.btn3D.setDisabled(True) - - def display_output(self, outputObj): - for k in outputObj.keys(): - for value in outputObj.values(): - if outputObj.items() == " ": - resultObj = outputObj - else: - resultObj = outputObj - print resultObj - - critical_tension = resultObj["Bolt"]["TensionBolt"] - self.ui.txt_tensionCritical.setText(str(critical_tension)) - - tension_capacity = resultObj["Bolt"]["TensionCapacity"] - self.ui.txt_tensionCapacity.setText(str(tension_capacity)) - - shear_capacity = resultObj["Bolt"]["ShearCapacity"] - self.ui.txt_shearCapacity.setText(str(shear_capacity)) - - bearing_capacity = resultObj["Bolt"]["BearingCapacity"] - self.ui.txt_bearCapacity.setText(str(bearing_capacity)) - - combined_capacity = resultObj["Bolt"]["CombinedCapacity"] - self.ui.txt_boltgrpcapacity.setText(str(combined_capacity)) - - bolt_capacity = resultObj["Bolt"]["BoltCapacity"] - self.ui.txt_boltcapacity.setText(str(bolt_capacity)) - - bolts_required = resultObj["Bolt"]["NumberOfBolts"] - self.ui.txt_noBolts.setText(str(bolts_required)) - - # bolts_in_rows = resultObj["Bolt"]["NumberOfRows"] - bolts_in_rows = 1 - self.ui.txt_rowBolts.setText(str(bolts_in_rows)) - - # pitch = resultObj["Bolt"]["Pitch"] - # self.ui.txt_pitch.setText(str(pitch)) - - # gauge = resultObj["Bolt"]["Gauge"] - gauge = 0.0 - self.ui.txt_gauge.setText(str(gauge)) - - cross_centre_gauge = resultObj["Bolt"]["CrossCentreGauge"] - self.ui.txt_crossGauge.setText(str(cross_centre_gauge)) - - end_distance = resultObj["Bolt"]["End"] - self.ui.txt_endDist.setText(str(end_distance)) - - edge_distance = resultObj["Bolt"]["Edge"] - self.ui.txt_edgeDist.setText(str(edge_distance)) - - # weld_stress_flange = resultObj["Weld"]["FlangeStress"] - weld_stress_flange = 0.0 - self.ui.txt_criticalFlange.setText(str(weld_stress_flange)) - - # weld_stress_web = resultObj["Weld"]["WebStress"] - weld_stress_web = 0.0 - self.ui.txt_criticalWeb.setText(str(weld_stress_web)) - - def display_log_to_textedit(self): - file = QFile(os.path.join('Connections', 'Moment', 'BCEndPlate', 'extnd.log')) - if not file.open(QtCore.QIODevice.ReadOnly): - QMessageBox.information(None, 'info', file.errorString()) - stream = QtCore.QTextStream(file) - self.ui.textEdit.clear() - self.ui.textEdit.setHtml(stream.readAll()) - vscroll_bar = self.ui.textEdit.verticalScrollBar() - vscroll_bar.setValue(vscroll_bar.maximum()) - file.close() - - def disable_buttons(self): - self.ui.btn_CreateDesign.setEnabled(False) - self.ui.btn_SaveMessages.setEnabled(False) - self.ui.btnFront.setEnabled(False) - self.ui.btnTop.setEnabled(False) - self.ui.btnSide.setEnabled(False) - self.ui.btn3D.setEnabled(False) - self.ui.chkBx_columnSec.setEnabled(False) - self.ui.chkBx_beamSec.setEnabled(False) - self.ui.chkBx_connector.setEnabled(False) - self.ui.btn_pitchDetail.setEnabled(False) - self.ui.btn_plateDetail.setEnabled(False) - self.ui.btn_stiffnrDetail.setEnabled(False) - - self.ui.action_save_input.setEnabled(False) - self.ui.actionCreate_design_report.setEnabled(False) - self.ui.actionSave_3D_model.setEnabled(False) - self.ui.actionSave_log_messages.setEnabled(False) - self.ui.actionSave_current_image.setEnabled(False) - self.ui.actionSave_Front_View.setEnabled(False) - self.ui.actionSave_Side_View.setEnabled(False) - self.ui.actionSave_Top_View.setEnabled(False) - self.ui.menuGraphics.setEnabled(True) - - def enable_buttons(self): - self.ui.btn_CreateDesign.setEnabled(True) - self.ui.btn_SaveMessages.setEnabled(True) - self.ui.btnFront.setEnabled(True) - self.ui.btnTop.setEnabled(True) - self.ui.btnSide.setEnabled(True) - self.ui.btn3D.setEnabled(True) - self.ui.chkBx_columnSec.setEnabled(True) - self.ui.chkBx_beamSec.setEnabled(True) - self.ui.chkBx_connector.setEnabled(True) - self.ui.btn_pitchDetail.setEnabled(True) - self.ui.btn_plateDetail.setEnabled(True) - self.ui.btn_stiffnrDetail.setEnabled(True) - - self.ui.action_save_input.setEnabled(True) - self.ui.actionCreate_design_report.setEnabled(True) - self.ui.actionSave_3D_model.setEnabled(True) - self.ui.actionSave_log_messages.setEnabled(True) - self.ui.actionSave_current_image.setEnabled(True) - self.ui.actionSave_Front_View.setEnabled(True) - self.ui.actionSave_Side_View.setEnabled(True) - self.ui.actionSave_Top_View.setEnabled(True) - self.ui.menuGraphics.setEnabled(True) - - def reset_btnclicked(self): - """ - - Returns: - - """ - self.ui.combo_connect.setCurrentIndex(0) - self.ui.combo_connLoc.setCurrentIndex(0) - self.ui.combo_columnSec.setCurrentIndex(0) - self.ui.combo_beamSec.setCurrentIndex(0) - self.ui.lbl_connectivity.clear() - self.ui.txt_Fu.clear() - self.ui.txt_Fy.clear() - self.ui.txt_Axial.clear() - self.ui.txt_Shear.clear() - self.ui.txt_Moment.clear() - self.ui.combo_diameter.setCurrentIndex(0) - self.ui.combo_type.setCurrentIndex(0) - self.ui.combo_grade.setCurrentIndex(0) - self.ui.combo_plateThick.setCurrentIndex(0) - self.ui.combo_flangeSize.setCurrentIndex(0) - self.ui.combo_webSize.setCurrentIndex(0) - - self.ui.txt_tensionCritical.clear() - self.ui.txt_tensionCapacity.clear() - self.ui.txt_shearCapacity.clear() - self.ui.txt_bearCapacity.clear() - self.ui.txt_boltcapacity.clear() - self.ui.txt_boltgrpcapacity.clear() - self.ui.txt_noBolts.clear() - self.ui.txt_rowBolts.clear() - self.ui.txt_gauge.clear() - self.ui.txt_crossGauge.clear() - self.ui.txt_endDist.clear() - self.ui.txt_edgeDist.clear() - self.ui.txt_criticalFlange.clear() - self.ui.txt_criticalWeb.clear() - - self.ui.btn_pitchDetail.setDisabled(True) - self.ui.btn_plateDetail.setDisabled(True) - self.ui.btn_stiffnrDetail.setDisabled(True) - - self.ui.btnFront.setDisabled(True) - self.ui.btnSide.setDisabled(True) - self.ui.btnTop.setDisabled(True) - - - self.display.EraseAll() - self.designPrefDialog.save_default_para() - - def get_columndata(self): - """Fetch old and new column sections from "Intg_osdag" database. - Returns: - """ - columndata = get_columncombolist() - old_colList = get_oldcolumncombolist() - - self.ui.combo_columnSec.addItems(columndata) - combo_section = self.ui.combo_columnSec - self.color_oldDatabase_section(old_colList, columndata, combo_section) - - def get_beamdata(self): - loc = self.ui.combo_connLoc.currentText() - beamdata = get_beamcombolist() - old_beamdata = get_oldbeamcombolist() - combo_section = '' - self.ui.combo_beamSec.addItems(beamdata) - combo_section = self.ui.combo_beamSec - self.color_oldDatabase_section(old_beamdata, beamdata, combo_section) - - def color_oldDatabase_section(self, old_section, intg_section, combo_section): - """ - - Args: - old_section: Old database - intg_section: Integrated database - combo_section: Contents of database - - Returns: Differentiate the database by color code - - """ - for col in old_section: - if col in intg_section: - indx = intg_section.index(str(col)) - combo_section.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - - duplicate = [i for i, x in enumerate(intg_section) if intg_section.count(x) > 1] - for i in duplicate: - combo_section.setItemData(i, QBrush(QColor("red")), Qt.TextColorRole) - - def fetchColumnPara(self): - columndata_sec = self.ui.combo_columnSec.currentText() - dictcolumndata = get_columndata(columndata_sec) - return dictcolumndata - - def fetchBeamPara(self): - beamdata_sec = self.ui.combo_beamSec.currentText() - dictbeamdata = get_beamdata(beamdata_sec) - return dictbeamdata - - def populate_weld_thk_flange(self): - """ - - Returns: The list of weld thickness in Gui - - """ - if str(self.ui.combo_beamSec.currentText()) == "Select section": - self.ui.combo_plateThick.setCurrentIndex(0) - self.ui.combo_flangeSize.setCurrentIndex(0) - return - - else: - newlist = [] - newlist.append("Select thickness") - weldlist = [3, 4, 5, 6, 8, 10, 12, 16, 18, 20] - dictbeamdata = self.fetchBeamPara() - beam_tw = float(dictbeamdata["tw"]) - plate_thickness = str(self.ui.combo_plateThick.currentText()) - - if plate_thickness != "Select plate thickness": - plate_thick = float(plate_thickness) - - if str(self.ui.combo_connLoc.currentText()) == "Extended both ways": - if str(self.ui.combo_beamSec.currentText()) == "Select section": - self.ui.combo_flangeSize.clear() - return - else: - beam_tf = float(dictbeamdata["T"]) - beam_tw = float(dictbeamdata["tw"]) - # column_tf = float(dictbeamdata["T"]) - thicker_part = max(beam_tf, beam_tw, plate_thick) - - if thicker_part in range(0, 11): - weld_index = weldlist.index(3) - newlist.extend(weldlist[weld_index:]) - elif thicker_part in range(11, 21): - weld_index = weldlist.index(5) - newlist.extend(weldlist[weld_index:]) - elif thicker_part in range(21, 33): - weld_index = weldlist.index(6) - newlist.extend(weldlist[weld_index:]) - else: - weld_index = weldlist.index(8) - newlist.extend(weldlist[weld_index:]) - - self.ui.combo_flangeSize.clear() - for element in newlist[:]: - self.ui.combo_flangeSize.addItem(str(element)) - else: - pass - - def combotype_current_index_changed(self, index): - """ - - Args: - index: Number - - Returns: Types of Grade - - """ - items = self.gradeType[str(index)] - if items != 0: - self.ui.combo_grade.clear() - stritems = [] - for val in items: - stritems.append(str(val)) - - self.ui.combo_grade.addItems(stritems) - else: - pass - - def check_range(self, widget, min_val, max_val): - """ - - Args: - widget: Fu , Fy lineedit - min_val: min value - max_val: max value - - Returns: Check for the value mentioned for the given range - - """ - text_str = widget.text() - text_str = int(text_str) - if (text_str < min_val or text_str > max_val or text_str == ''): - QMessageBox.about(self, "Error", "Please enter a value between %s-%s" % (min_val, max_val)) - widget.clear() - widget.setFocus() - - def validate_fu_fy(self, fu_widget, fy_widget, current_widget, lblwidget): - '''(QlineEdit,QLable,Number,Number)---> NoneType - Validating F_u(ultimate Strength) greater than F_y (Yeild Strength) textfields - ''' - try: - fu_value = float(fu_widget.text()) - except ValueError: - fu_value = 0.0 - - try: - fy_value = float(fy_widget.text()) - except ValueError: - fy_value = 0.0 - - if fy_value > fu_value: - QMessageBox.about(self, 'Error', 'Yield strength (fy) cannot be greater than ultimate strength (fu)') - current_widget.clear() - current_widget.setFocus() - palette = QPalette() - palette.setColor(QPalette.Foreground, Qt.red) - lblwidget.setPalette(palette) - else: - palette = QPalette() - lblwidget.setPalette(palette) - - def call_2D_drawing(self, view): - """ - - Args: - view: Front, Side & Top view of 2D svg drawings - - Returns: SVG image created through svgwrite package which takes design INPUT and OUTPUT - parameters from Extended endplate GUI - - """ - self.alist = self.designParameters() - self.result_obj = bc_endplate_design(self.alist) - self.column_data = self.fetchColumnPara() - self.beam_data = self.fetchBeamPara() - - - if self.alist['Member']['Connectivity'] == "Column web-Beam web": - # conn_type = 'col_web_connectivity' - if self.alist['Member']['EndPlate_type'] == "Extended both ways": - self.endplate_type = "both_way" - beam_beam = ExtendedEndPlate_WW(self.alist, self.result_obj, self.column_data, self.beam_data, - self.folder) - elif self.alist['Member']['EndPlate_type'] == "Extended one way": - self.endplate_type = "one_way" - beam_beam = OnewayEndPlate_WW(self.alist, self.result_obj, self.column_data, self.beam_data, - self.folder) - else: - self.endplate_type = "flush" - beam_beam = FlushEndPlate_WW(self.alist, self.result_obj, self.column_data, self.beam_data, self.folder) - else: # "Column flange-Beam web" - # conn_type = 'col_flange_connectivity' - if self.alist['Member']['EndPlate_type'] == "Extended one way": - self.endplate_type = "one_way" - beam_beam = OnewayEndPlate(self.alist, self.result_obj, self.column_data, self.beam_data, self.folder) - elif self.alist['Member']['EndPlate_type'] == "Flush end plate": - self.endplate_type = "flush" - beam_beam = FlushEndPlate(self.alist, self.result_obj, self.column_data, self.beam_data, self.folder) - else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": - self.endplate_type = "both_way" - beam_beam = ExtendedEndPlate(self.alist, self.result_obj, self.column_data, self.beam_data, self.folder) - - # beam_beam = ExtendedEndPlate(self.alist, self.result_obj, self.column_data, self.beam_data, self.folder) - status = self.resultObj['Bolt']['status'] - if status is True: - if view != "All": - if view == "Front": - filename = os.path.join(self.folder, "images_html", "extendFront.svg") - - elif view == "Side": - filename = os.path.join(self.folder, "images_html", "extendSide.svg") - - else: - filename = os.path.join(self.folder, "images_html", "extendTop.svg") - - beam_beam.save_to_svg(filename, view) - svg_file = SvgWindow() - svg_file.call_svgwindow(filename, view, self.folder) - else: - fname = '' - beam_beam.save_to_svg(fname, view) - else: - QMessageBox.about(self, 'Information', 'Design Unsafe: %s view cannot be viewed' % (view)) - - def dockbtn_clicked(self, widgets): - """ - - Args: - widgets: Input , Output dock - - Returns: Dock & undock the widgets - - """ - flag = widgets.isHidden() - if flag: - widgets.show() - else: - widgets.hide() - - def show_font_dialogue(self): - font, ok = QFontDialog.getFont() - if ok: - # self.ui.textEdit.setFont() - self.ui.textEdit.setFont(font) - - def pitch_details(self): - section = Pitch(self) - section.show() - - def plate_details(self): - section = PlateDetails(self) - section.show() - - def stiffener_details(self): - section = Stiffener(self) - section.show() - - def design_report(self): - design_report_dialog = DesignReportDialog(self) - design_report_dialog.show() - - # fileName = ("Connections\Moment\BCEndPlate\Html_Report.html") - # fileName = str(fileName) - # self.alist = self.designParameters() - # self.result = bc_endplate_design(self.alist) - # print "result_obj", self.result - # self.beam_data = self.fetchBeamPara() - # save_html(self.result, self.alist, self.beam_data, fileName) - - # =========================== CAD =========================== - def show_color_dialog(self): - - col = QColorDialog.getColor() - colorTup = col.getRgb() - r = colorTup[0] - g = colorTup[1] - b = colorTup[2] - self.display.set_bg_gradient_color(r, g, b, 255, 255, 255) - - def create_2D_CAD(self): - ''' - - Returns: The 3D model of extendedplate depending upon component selected - - ''' - self.ExtObj = self.create_extended_both_ways() - if self.component == "Column": - final_model = self.ExtObj.get_column_models() - - elif self.component == "Beam": - final_model = self.ExtObj.get_beam_models() - - elif self.component == "Connector": - cadlist = self.ExtObj.get_connector_models() - final_model = cadlist[0] - for model in cadlist[1:]: - final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - else: - cadlist = self.ExtObj.get_models() - final_model = cadlist[0] - for model in cadlist[1:]: - final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - - return final_model - - def save_3D_cad_images(self): - ''' - - Returns: Save 3D CAD images in *igs, *step, *stl, *brep format - - ''' - status = self.resultObj['Bolt']['status'] - if status is True: - if self.fuse_model is None: - self.fuse_model = self.create_2D_CAD() - shape = self.fuse_model - - files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP(*.brep)" - - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.igs"), - files_types) - fName = str(fileName) - - flag = True - if fName == '': - flag = False - return flag - else: - file_extension = fName.split(".")[-1] - - if file_extension == 'igs': - IGESControl.IGESControl_Controller().Init() - iges_writer = IGESControl.IGESControl_Writer() - iges_writer.AddShape(shape) - iges_writer.Write(fName) - - elif file_extension == 'brep': - - BRepTools.breptools.Write(shape, fName) - - elif file_extension == 'stp': - # initialize the STEP exporter - step_writer = STEPControl_Writer() - Interface_Static_SetCVal("write.step.schema", "AP203") - - # transfer shapes and write file - step_writer.Transfer(shape, STEPControl_AsIs) - status = step_writer.Write(fName) - - assert (status == IFSelect_RetDone) - - else: - stl_writer = StlAPI_Writer() - stl_writer.SetASCIIMode(True) - stl_writer.Write(shape, fName) - - self.fuse_model = None - - QMessageBox.about(self, 'Information', "File saved") - else: - self.ui.actionSave_3D_model.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: 3D Model cannot be saved') - - def save_CAD_images(self): - status = self.resultObj['Bolt']['status'] - if status is True: - - files_types = "PNG (*.png);;JPEG (*.jpeg);;TIFF (*.tiff);;BMP(*.bmp)" - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.png"), - files_types) - fName = str(fileName) - file_extension = fName.split(".")[-1] - - if file_extension == 'png' or file_extension == 'jpeg' or file_extension == 'bmp' or file_extension == 'tiff': - self.display.ExportToImage(fName) - QMessageBox.about(self, 'Information', "File saved") - else: - self.ui.actionSave_current_image.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: CAD image cannot be saved') - - def call_zoomin(self): - self.display.ZoomFactor(2) - - def call_zoomout(self): - self.display.ZoomFactor(0.5) - - def call_rotation(self): - self.display.Rotation(15, 0) - - def call_pannig(self): - self.display.Pan(50, 0) - - def clear_log_messages(self): - self.ui.textEdit.clear() - - def create_extended_both_ways(self): - - column_data = self.fetchColumnPara() - beam_data = self.fetchBeamPara() - - # TODO check if column data is working - - column_tw = float(column_data["tw"]) - column_T = float(column_data["T"]) - column_d = float(column_data["D"]) - column_B = float(column_data["B"]) - column_R1 = float(column_data["R1"]) - column_R2 = float(column_data["R2"]) - column_alpha = float(column_data["FlangeSlope"]) - column_length = 1600.0 - - beam_tw = float(beam_data["tw"]) - beam_T = float(beam_data["T"]) - beam_d = float(beam_data["D"]) - beam_B = float(beam_data["B"]) - beam_R1 = float(beam_data["R1"]) - beam_R2 = float(beam_data["R2"]) - beam_alpha = float(beam_data["FlangeSlope"]) - beam_length = 1600.0 - - beam_Left = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, - R1=column_R1, R2=column_R2, alpha=column_alpha, - length=column_length, notchObj=None) #beam_Left == column - - beam_Right = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, - R1=beam_R1, R2=beam_R2, alpha=beam_alpha, - length=beam_length, notchObj=None) # Since both the beams are same - - outputobj = self.outputs # Save all the claculated/displayed out in outputobj - - plate_Right = Plate(W=outputobj["Plate"]["Width"], - L=outputobj["Plate"]["Height"], - T=outputobj["Plate"]["Thickness"]) - - alist = self.designParameters() # An object to save all input values entered by user - - # TODO make dictionary for the contPlates - # TODO adding enpplate type and check if code is working - # TODO added connectivity type here - - if alist['Member']['Connectivity'] == "Column web-Beam web": - conn_type = 'col_web_connectivity' - else: # "Column flange-Beam web" - conn_type = 'col_flange_connectivity' - - # endplate_type = alist['Member']['EndPlate_type'] - if alist['Member']['EndPlate_type'] == "Extended one way": - endplate_type = "one_way" - elif alist['Member']['EndPlate_type'] == "Flush end plate": - endplate_type = "flush" - else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": - endplate_type = "both_way" - - contPlate_L1 = StiffenerPlate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - L=float(column_data["D"]) - 2 * float(column_data["T"]), - T=outputobj['ContPlateComp']['Thickness']) - - contPlate_L2 = StiffenerPlate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - L=float(column_data["D"]) - 2 * float(column_data["T"]), - T=outputobj['ContPlateTens']['Thickness']) - contPlate_R1 = copy.copy(contPlate_L1) - contPlate_R2 = copy.copy(contPlate_L2) - - beam_stiffener_1 = StiffenerPlate(W=outputobj['Stiffener']['Height'], L=outputobj['Stiffener']['Length'], - T=outputobj['Stiffener']['Thickness'], R11=outputobj['Stiffener']['NotchTop'], - R12=outputobj['Stiffener']['NotchTop'], - L21=outputobj['Stiffener']['NotchBottom'], - L22=outputobj['Stiffener']['NotchBottom']) - - beam_stiffener_2 = copy.copy(beam_stiffener_1) - - # contPlate_L1 = Plate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - # L=float(column_data["D"]) - 2 * float(column_data["T"]), T=float(column_data["T"])) - # contPlate_L2 = Plate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - # L=float(column_data["D"]) - 2 * float(column_data["T"]), T=float(column_data["T"])) - # contPlate_R1 = Plate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - # L=float(column_data["D"]) - 2 * float(column_data["T"]), T=float(column_data["T"])) - # contPlate_R2 = Plate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - # L=float(column_data["D"]) - 2 * float(column_data["T"]), T=float(column_data["T"])) - - bolt_d = float(alist["Bolt"]["Diameter (mm)"]) # Bolt diameter, entered by user - bolt_r = bolt_d / 2 - bolt_T = self.bolt_head_thick_calculation(bolt_d) - bolt_R = self.bolt_head_dia_calculation(bolt_d) / 2 - bolt_Ht = self.bolt_length_calculation(bolt_d) - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo - nut_T = self.nut_thick_calculation(bolt_d) - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - numberOfBolts = int(outputobj["Bolt"]["NumberOfBolts"]) - - # TODO remove all the clutter later - - # nutSpace = 2 * float(outputobj["Plate"]["Thickness"]) + nut_T # Space between bolt head and nut - if conn_type == 'col_flange_connectivity': - nutSpace = float(column_data["T"]) + float( - outputobj["Plate"]["Thickness"]) + nut_T / 2 + bolt_T / 2 # Space between bolt head and nut - else: - nutSpace = float(column_data["tw"]) + float( - outputobj["Plate"]["Thickness"]) + nut_T / 2 + bolt_T / 2 # Space between bolt head and nut - - bbNutBoltArray = NutBoltArray(alist, beam_data, outputobj, nut, bolt, numberOfBolts, nutSpace, endplate_type) - - ########################### - # WELD SECTIONS # - ########################### - ''' - Following sections are for creating Fillet Welds and Groove Welds - Welds are numbered from Top to Bottom in Z-axis, Front to Back in Y axis and Left to Right in X axis. - ''' - if conn_type == 'col_flange_connectivity': - - if alist["Weld"]["Method"] == "Fillet Weld": - - # Followings welds are welds above beam flange, Qty = 4 - bbWeldAbvFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - h=float(alist["Weld"]["Flange (mm)"]), - L=beam_B) - bbWeldAbvFlang_22 = copy.copy(bbWeldAbvFlang_21) - - # Followings welds are welds below beam flange, Qty = 8 - bbWeldBelwFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) - bbWeldBelwFlang_22 = copy.copy(bbWeldBelwFlang_21) - bbWeldBelwFlang_23 = copy.copy(bbWeldBelwFlang_21) - bbWeldBelwFlang_24 = copy.copy(bbWeldBelwFlang_21) - - # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bbWeldSideWeb_21 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=beam_d - 2 * beam_T - 40) - bbWeldSideWeb_22 = copy.copy(bbWeldSideWeb_21) - - contPL1Weld_U1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]),h = float(alist["Weld"]["Web (mm)"]), L=(float(column_data["B"]) - float(column_data["tw"])) / 2) - - - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bbWeldAbvFlang_21, - bbWeldAbvFlang_22, - bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, - bbWeldBelwFlang_24, - bbWeldSideWeb_21, bbWeldSideWeb_22, contPL1Weld_U1, - contPlate_L1, contPlate_L2, contPlate_R1, - contPlate_R2,beam_stiffener_1,beam_stiffener_2, endplate_type, conn_type, outputobj) - - extbothWays.create_3DModel() - - return extbothWays - - else: # Groove Weld - bcWeldFlang_1 = GrooveWeld(b=outputobj["Weld"]["Size"], h=float(beam_data["T"]), - L=beam_B) - bcWeldFlang_2 = copy.copy(bcWeldFlang_1) - - # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bcWeldWeb_3 = GrooveWeld(b=outputobj["Weld"]["Size"], h=float(beam_data["tw"]), - L=beam_d - 2 * beam_T) - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - extbothWays = CADGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, - bcWeldFlang_1, bcWeldFlang_2, bcWeldWeb_3, - contPlate_L1, contPlate_L2, contPlate_R1, - contPlate_R2, beam_stiffener_1, beam_stiffener_2, endplate_type, outputobj) - extbothWays.create_3DModel() - - return extbothWays - - else: # conn_type = 'col_web_connectivity' - if alist["Weld"]["Method"] == "Fillet Weld": - # Followings welds are welds above beam flange, Qty = 4 - bbWeldAbvFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - h=float(alist["Weld"]["Flange (mm)"]), - L=beam_B) - bbWeldAbvFlang_22 = copy.copy(bbWeldAbvFlang_21) - - # Followings welds are welds below beam flange, Qty = 8 - bbWeldBelwFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) - bbWeldBelwFlang_22 = copy.copy(bbWeldBelwFlang_21) - bbWeldBelwFlang_23 = copy.copy(bbWeldBelwFlang_21) - bbWeldBelwFlang_24 = copy.copy(bbWeldBelwFlang_21) - - # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bbWeldSideWeb_21 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=beam_d - 2 * beam_T - 40) - bbWeldSideWeb_22 = copy.copy(bbWeldSideWeb_21) - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - # extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bbWeldAbvFlang_21, - # bbWeldAbvFlang_22, - # bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, - # bbWeldBelwFlang_24, - # bbWeldSideWeb_21, bbWeldSideWeb_22, - # contPlate_L1, contPlate_L2, contPlate_R1, - # contPlate_R2, endplate_type, conn_type) - - col_web_connectivity = CADColWebFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, - bbWeldAbvFlang_21, - bbWeldAbvFlang_22, - bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, - bbWeldBelwFlang_24, - bbWeldSideWeb_21, bbWeldSideWeb_22, - contPlate_L1, contPlate_L2, contPlate_R1, - contPlate_R2, beam_stiffener_1, beam_stiffener_2, endplate_type, - conn_type, outputobj) - - col_web_connectivity.create_3DModel() - - return col_web_connectivity - - else: # Groove Weld - - - # else: - bcWeldFlang_1 = GrooveWeld(b=outputobj["Weld"]["Size"], h=float(beam_data["T"]), - L=beam_B) - bcWeldFlang_2 = copy.copy(bcWeldFlang_1) - - # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bcWeldWeb_3 = GrooveWeld(b=outputobj["Weld"]["Size"], h=float(beam_data["tw"]), - L=beam_d - 2 * beam_T) - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - col_web_connectivity = CADcolwebGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, - bcWeldFlang_1, bcWeldFlang_2, bcWeldWeb_3, - contPlate_L1, contPlate_L2, contPlate_R1, - contPlate_R2, beam_stiffener_1, beam_stiffener_2, endplate_type, - outputobj) - - col_web_connectivity.create_3DModel() - - return col_web_connectivity - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - # # Following weld cones are placed for Left beam - - # extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bbWeldAbvFlang_21, - # bbWeldAbvFlang_22, - # bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, - # bbWeldBelwFlang_24, - # bbWeldSideWeb_21, bbWeldSideWeb_22, bcWeldFlang_1, bcWeldFlang_2, bcWeldWeb_3, contPlate_L1, contPlate_L2, contPlate_R1, - # contPlate_R2, endplate_type, weld_method) - # extbothWays.create_3DModel() - # - # return extbothWays - - def bolt_head_thick_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head thickness as per IS:3757(1989) - bolt Head Dia - <--------> - __________ - | | | T = Thickness - |________| | - | | - | | - | | - ''' - bolt_head_thick = {5: 4, 6: 5, 8: 6, 10: 7, 12: 8, 16: 10, 20: 12.5, 22: 14, 24: 15, 27: 17, 30: 18.7, - 36: 22.5} - return bolt_head_thick[bolt_diameter] - - def bolt_head_dia_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1989) - bolt Head Dia - <--------> - __________ - | | - |________| - | | - | | - | | - ''' - bolt_head_dia = {5: 7, 6: 8, 8: 10, 10: 15, 12: 20, 16: 27, 20: 34, 22: 36, 24: 41, 27: 46, 30: 50, 36: 60} - return bolt_head_dia[bolt_diameter] - - def bolt_length_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1985) - bolt Head Dia - <--------> - __________ ______ - | | | - |________| | - | | | - | | | - | | | - | | | - | | | l= length - | | | - | | | - | | | - |__| ___|__ - ''' - bolt_head_dia = {5: 40, 6: 40, 8: 40, 10: 40, 12: 40, 16: 50, 20: 50, 22: 50, 24: 50, 27: 60, 30: 65, - 36: 75} - - return bolt_head_dia[bolt_diameter] - - def nut_thick_calculation(self, bolt_diameter): - ''' - Returns the thickness of the nut depending upon the nut diameter as per IS1363-3(2002) - ''' - - nut_dia = {5: 5, 6: 5.65, 8: 7.15, 10: 8.75, 12: 11.3, 16: 15, 20: 17.95, 22: 19.0, 24: 21.25, 27: 23, - 30: 25.35, 36: 30.65} - return nut_dia[bolt_diameter] - - def call_3DModel(self, bgcolor): - # Call to calculate/create the Extended Both Way CAD model - status = self.resultObj['Bolt']['status'] - if status is True: - self.create_extended_both_ways() - self.ui.btn3D.setChecked(Qt.Checked) - if self.ui.btn3D.isChecked(): - self.ui.chkBx_columnSec.setChecked(Qt.Unchecked) - self.ui.chkBx_beamSec.setChecked(Qt.Unchecked) - self.ui.chkBx_connector.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - - # Call to display the Extended Both Way CAD model - self.display_3DModel("Model", bgcolor) - else: - self.display.EraseAll() - - def call_3DColumn(self, bgcolor): - status = self.resultObj['Bolt']['status'] - if status is True: - self.ui.chkBx_columnSec.setChecked(Qt.Checked) - if self.ui.chkBx_columnSec.isChecked(): - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBx_connector.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - self.display_3DModel("Column", bgcolor) - - def call_3DBeam(self, bgcolor): - status = self.resultObj['Bolt']['status'] - if status is True: - self.ui.chkBx_beamSec.setChecked(Qt.Checked) - if self.ui.chkBx_beamSec.isChecked(): - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBx_connector.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - self.display_3DModel("Beam", bgcolor) - - def call_3DConnector(self, bgcolor): - status = self.resultObj['Bolt']['status'] - if status is True: - self.ui.chkBx_connector.setChecked(Qt.Checked) - if self.ui.chkBx_connector.isChecked(): - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBx_columnSec.setChecked(Qt.Unchecked) - self.ui.chkBx_beamSec.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - self.display_3DModel("Connector", bgcolor) - - def display_3DModel(self, component, bgcolor): - self.component = component - - self.display.EraseAll() - # self.display.View_Iso() - # self.display.StartRotation(2000,0) - self.display.FitAll() - # self.display.Rotation(2000, 0) - alist = self.designParameters() - outputobj = self.outputs - numberOfBolts = int(outputobj["Bolt"]["NumberOfBolts"]) - - if alist['Member']['Connectivity'] == "Column web-Beam web": - conn_type = 'col_web_connectivity' - else: # "Column flange-Beam web" - conn_type = 'col_flange_connectivity' - - self.display.DisableAntiAliasing() - if bgcolor == "gradient_bg": - - self.display.set_bg_gradient_color(51, 51, 102, 150, 150, 170) - else: - self.display.set_bg_gradient_color(255, 255, 255, 255, 255, 255) - - # ExtObj is an object which gets all the calculated values of CAD models - self.ExtObj = self.create_extended_both_ways() - - - # Displays the beams #TODO ANAND - if component == "Column": - self.display.View_Iso() - osdag_display_shape(self.display, self.ExtObj.get_beamLModel(), update=True) - # osdag_display_shape(self.display, self.ExtObj.get_beamRModel(), update=True) # , color = 'Dark Gray' - - elif component == "Beam": - self.display.View_Iso() - # osdag_display_shape(self.display, self.ExtObj.get_beamLModel(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beamRModel(), update=True) # , color = 'Dark Gray' - - elif component == "Connector": - self.display.View_Iso() - # Displays the end plates - # osdag_display_shape(self.display, self.ExtObj.get_plateLModel(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_plateRModel(), update=True, color='Blue') - - if conn_type == 'col_flange_connectivity': - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_R1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_R2Model(), update=True, color='Blue') - - - - else: #col_web_connectivity" - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L2Model(), update=True, color='Blue') - - # TODO: add if else statement for the type of endplate and also the number of bolts - - if alist['Member']['EndPlate_type'] == "Extended both ways": - if numberOfBolts == 20: - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, - color='Blue') - elif alist['Member']['EndPlate_type'] == "Extended one way": - if numberOfBolts == 12: - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, - color='Blue') - else: # alist['Member']['EndPlate_type'] == "Flush end plate": - pass - - - - # Display all nut-bolts, call to nutBoltPlacement.py - nutboltlist = self.ExtObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - # Display all the Welds including the quarter cone - # An object to save all input values entered by user - if alist["Weld"]["Method"] == "Fillet Weld": - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_22Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_23Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_24Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_contPL1Weld_U1Model(), update=True, color='Red') - - - - else: # Groove weld - - osdag_display_shape(self.display, self.ExtObj.get_bcWeldFlang_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bcWeldFlang_2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bcWeldWeb_3Model(), update=True, color='Red') - - - elif component == "Model": - osdag_display_shape(self.display, self.ExtObj.get_beamLModel(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beamRModel(), update=True, material=Graphic3d_NOT_2D_ALUMINUM) - # Displays the end plates - # osdag_display_shape(self.display, self.ExtObj.get_plateLModel(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_plateRModel(), update=True, color='Blue') - - if conn_type == 'col_flange_connectivity': - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_R1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_R2Model(), update=True, color='Blue') - - - - else: - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_contPlate_L2Model(), update=True, color='Blue') - - # TODO: add if else statement for the type of endplate and also the number of bolts - - if alist['Member']['EndPlate_type'] == "Extended both ways": - if numberOfBolts == 20: - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, - color='Blue') - elif alist['Member']['EndPlate_type'] == "Extended one way": - if numberOfBolts == 12: - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, - color='Blue') - else: # alist['Member']['EndPlate_type'] == "Flush end plate": - pass - - # Display all nut-bolts, call to nutBoltPlacement.py - nutboltlist = self.ExtObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - # Display all the Welds including the quarter cone - - # An object to save all input values entered by user - if alist["Weld"]["Method"] == "Fillet Weld": - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_22Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_23Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_24Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_contPL1Weld_U1Model(), update=True, color='Red') - - else: #Groove weld - - osdag_display_shape(self.display, self.ExtObj.get_bcWeldFlang_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bcWeldFlang_2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bcWeldWeb_3Model(), update=True, color='Red') - - # ================================================================================= - def open_about_osdag(self): - dialog = MyAboutOsdag(self) - dialog.show() - - def open_tutorials(self): - dialog = MyTutorials(self) - dialog.show() - - def open_ask_question(self): - dialog = MyAskQuestion(self) - dialog.show() - - def design_examples(self): - root_path = os.path.join(os.path.dirname(__file__), '..', '..', '..', 'ResourceFiles', 'design_example', '_build', 'html') - for html_file in os.listdir(root_path): - if html_file.startswith('index'): - if sys.platform == ("win32" or "win64"): - os.startfile("%s/%s" % (root_path, html_file)) - else: - opener = "open" if sys.platform == "darwin" else "xdg-open" - subprocess.call([opener, "%s/%s" % (root_path, html_file)]) - -def set_osdaglogger(): - global logger - if logger is None: - - logger = logging.getLogger("osdag") - else: - for handler in logger.handlers[:]: - logger.removeHandler(handler) - - logger.setLevel(logging.DEBUG) - - # create the logging file handler - fh = logging.FileHandler("Connections/Moment/BCEndPlate/extnd.log", mode='a') - - # ,datefmt='%a, %d %b %Y %H:%M:%S' - # formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s') - - formatter = logging.Formatter(''' -
- %(asctime)s - %(levelname)s - %(message)s -
''') - formatter.datefmt = '%a, %d %b %Y %H:%M:%S' - fh.setFormatter(formatter) - logger.addHandler(fh) - - -def launch_bc_endplate_controller(osdagMainWindow, folder): - set_osdaglogger() - # --------------- To display log messages in different colors --------------- - rawLogger = logging.getLogger("raw") - rawLogger.setLevel(logging.INFO) - # file_handler = logging.FileHandler(os.path.join('Connections','Moment','BCEndPlate','extnd.log'), mode='w') - file_handler = logging.FileHandler("Connections/Moment/BCEndPlate/extnd.log", mode='w') - formatter = logging.Formatter('''%(message)s''') - file_handler.setFormatter(formatter) - rawLogger.addHandler(file_handler) - rawLogger.info('''''') - # ---------------------------------------------------------------------------- - module_setup() - window = Maincontroller(folder) - osdagMainWindow.hide() - window.show() - window.closed.connect(osdagMainWindow.show) - - -if __name__ == "__main__": - - set_osdaglogger() - # --------------- To display log messages in different colors --------------- - rawLogger = logging.getLogger("raw") - rawLogger.setLevel(logging.INFO) - # fh = logging.FileHandler(os.path.join('Connections','Moment','BCEndPlate','extnd.log'), mode="w") - fh = logging.FileHandler(os.path.join('..', 'extnd.log'), mode='w') - - formatter = logging.Formatter('''%(message)s''') - fh.setFormatter(formatter) - rawLogger.addHandler(fh) - rawLogger.info('''''') - - # ---------------------------------------------------------------------------- - # folder_path = "D:\Osdag_Workspace\extendedendplate" - app = QApplication(sys.argv) - module_setup() - folder_path = "D:\Osdag_Workspace\bcendplate" - - if not os.path.exists(folder_path): - os.mkdir(folder_path, 0755) - image_folder_path = os.path.join(folder_path, 'images_html') - if not os.path.exists(image_folder_path): - os.mkdir(image_folder_path, 0755) - - window = Maincontroller(folder_path) - window.show() - sys.exit(app.exec_()) - - - - diff --git a/Connections/Moment/BCEndPlate/drawing2D_WWbothway.py b/Connections/Moment/BCEndPlate/drawing2D_WWbothway.py deleted file mode 100644 index c2f4e9f54..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_WWbothway.py +++ /dev/null @@ -1,2151 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' - -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class ExtendedEndPlate_WW(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = int(column_data["tw"]) - self.web_thickness_tw2 = int(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.stiffener_length = output_dict['Stiffener']['Length'] - self.stiffener_height = output_dict['Stiffener']['Height'] - self.stiffener_thickness = output_dict['Stiffener']['Thickness'] - self.stiffener_NotchBottom = output_dict['Stiffener']['NotchBottom'] - self.stiffener_NotchTop = output_dict['Stiffener']['NotchTop'] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 8: - self.pitch = float(output_dict['Bolt']['Pitch']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 12: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 16: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 20: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.pitch78 = float(output_dict['Bolt']['Pitch78']) - self.pitch910 = float(output_dict['Bolt']['Pitch910']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 2 - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_bothway_end_2d_front = ExtendedEnd2DFront(self) - extnd_bothway_end_2d_top = ExtendedEnd2DTop(self) - extnd_bothway_end_2d_side = ExtendedEnd2DSide(self) - if view == "Front": - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - elif view == "Top": - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - elif view == "Side": - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class ExtendedEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.web_thickness_tw1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.column_length_L1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.column_length_L1 # (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A8 = np.array([ptA8x, ptA8y]) - - # self.Q = self.A6 + self.data_object.web_weld_thickness * np.array([-1, 0]) dont know - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA1x + self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - # ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.beam_depth_D2 / 2 - self.data_object.end_dist - self.data_object.Lv - ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 /2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = ptP2y + self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1/2-self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA1x + self.data_object.beam_length_L2 - ptAA3y = ptAA1y - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - ptAA4y = ptAA3y + self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - self.data_object.beam_length_L2 + self.data_object.column_width_B1/2- self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA5y = ptAA4y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA4x - self.data_object.beam_length_L2 - ptAA6y = ptAA4y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA1x - ptAA7y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x + self.data_object.column_width_B1/2-self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA7x + self.data_object.beam_length_L2 - ptAA9y = ptAA7y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA4x - ptAA10y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA10x - self.data_object.beam_length_L2 + self.data_object.column_width_B1/2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA11y = ptAA10y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA10x - self.data_object.beam_length_L2 - ptAA12y = ptAA10y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - # ================ Continuity Plate ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1/2- self.data_object.web_thickness_tw1/2 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS4x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptS4y = ptAA7y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS3x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS3y = ptAA7y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS5x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1/2 - ptS5y = ptAA12y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS6y = ptAA12y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA6y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1/2 - ptS8y = ptAA6y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Stiffener - UP ================== - - ptSU1x = ptAA1x - ptSU1y = ptAA1y - self.data_object.stiffener_height - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptSU1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSU2y = ptSU1y - self.SU2 = np.array([ptSU2x, ptSU2y]) - - ptSU6x = ptAA1x - ptSU6y = ptAA1y - self.data_object.stiffener_NotchBottom - self.SU6 = np.array([ptSU6x, ptSU6y]) - - ptSU5x = ptAA1x + self.data_object.stiffener_NotchBottom - ptSU5y = ptAA1y - self.SU5 = np.array([ptSU5x, ptSU5y]) - - ptSU4x = ptAA1x + self.data_object.stiffener_length - ptSU4y = ptAA1y - self.SU4 = np.array([ptSU4x, ptSU4y]) - - ptSU3x = ptSU4x - ptSU3y = ptSU4y - self.data_object.stiffener_NotchTop - self.SU3 = np.array([ptSU3x, ptSU3y]) - - ptSU7x = ptAA1x + self.data_object.column_width_B1/2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptSU7y = ptAA1y - self.data_object.stiffener_height - self.SU7 = np.array([ptSU7x, ptSU7y]) - - - # ================ Stiffener - DOWN ================== - - ptSD1x = ptAA6x - ptSD1y = ptAA6y + self.data_object.stiffener_height - self.SD1 = np.array([ptSD1x, ptSD1y]) - - ptSD2x = ptSD1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSD2y = ptSD1y - self.SD2 = np.array([ptSD2x, ptSD2y]) - - ptSD6x = ptAA6x - ptSD6y = ptAA6y + self.data_object.stiffener_NotchBottom - self.SD6 = np.array([ptSD6x, ptSD6y]) - - ptSD5x = ptAA6x + self.data_object.stiffener_NotchBottom - ptSD5y = ptAA6y - self.SD5 = np.array([ptSD5x, ptSD5y]) - - ptSD4x = ptAA6x + self.data_object.stiffener_length - ptSD4y = ptAA6y - self.SD4 = np.array([ptSD4x, ptSD4y]) - - ptSD3x = ptSD4x - ptSD3y = ptSD4y + self.data_object.stiffener_NotchTop - self.SD3 = np.array([ptSD3x, ptSD3y]) - - ptSD7x = ptAA6x + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptSD7y = ptAA6y + self.data_object.stiffener_height - self.SD7 = np.array([ptSD7x, ptSD7y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA7 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA12 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - else: - - # # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - self.Lv = self.data_object.Lv - - def call_ExtndBoth_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-800 -400 2000 1800')) - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A6, self.P1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A7, self.P4).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA11, self.AA10).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA12, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AA5).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.line(self.SU1, self.SU7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SU7, self.SU2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SU2, self.SU3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SU3, self.SU4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SU5, self.SU6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SD1, self.SD7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SD7, self.SD2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SD2, self.SD3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SD3, self.SD4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SD5, self.SD6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA7, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 20: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + + i * self.data_object.pitch23 * np.array([0, 1]) - else: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - pt_outside_bottom_column_list = [] - for i in range(bobfr): - if self.data_object.no_of_bolts == 20: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * \ - np.array([1, 0]) - (i - 1) * self.data_object.pitch910* np.array([0, -1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) # + column * self.data_object.gauge * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA6 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - else: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Outside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_bottom_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web -------------------------------------------AA1 - point = self.AA1 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.column_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA3 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) + 100 * np.array([-1, 0]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.A3 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class ExtendedEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.flange_thickness_T1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x - ptA5y = ptA1y + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_width_B1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.flange_thickness_T1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.flange_thickness_T1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA4x + self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptA9y = ptA4y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.web_thickness_tw1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA6x - self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - ptA11y = ptA6y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA11x - self.data_object.web_thickness_tw1 - ptA12y = ptA11y - self.A12 = np.array([ptA12x, ptA12y]) - - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_depth_D1/2 - self.data_object.flange_thickness_T1 - self.data_object.plate_width_B1/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAS5x = ptAA5x + self.data_object.stiffener_length - ptAS5y = ptAA5y - self.AS5 = np.array([ptAS5x, ptAS5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAS8x = ptAA8x + self.data_object.stiffener_length - ptAS8y = ptAA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - def call_ExtndBoth_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 1500 1500')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - # dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A9, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A10, self.A11).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.line(self.AA5, self.AS5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA8, self.AS8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS8, self.AA7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.AS5).stroke('black', width=2.5, linecap='square')) - else: - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add( - dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A8 - (150) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_width_B1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_depth_D1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 350 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class ExtendedEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - ptP5x = ptP1x + self.data_object.plate_width_B1/2 - self.data_object.web_thickness_tw2/2 - ptP5y = ptP1y - self.P5 = np.array([ptP5x, ptP5y]) - - ptP6x = ptP1x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2/2 - ptP6y = ptP1y - self.P6 = np.array([ptP6x, ptP6y]) - - ptP7x = ptP4x + self.data_object.plate_width_B1 / 2 - self.data_object.web_thickness_tw2/2 - ptP7y = ptP4y - self.P7 = np.array([ptP7x, ptP7y]) - - ptP8x = ptP4x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2/2 - ptP8y = ptP4y - self.P8 = np.array([ptP8x, ptP8y]) - - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_depth_D1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_depth_D1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x + self.data_object.flange_thickness_T1 - ptAA5y = ptAA1y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - self.data_object.flange_thickness_T1 - ptAA6y = ptAA2y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - self.data_object.flange_thickness_T1 - ptAA7y = ptAA3y - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x + self.data_object.flange_thickness_T1 - ptAA8y = ptAA4y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - # ========================= Stiffener UP ========================= - ptSU1x = ptA11x - ptSU1y = ptA11y - self.data_object.flange_thickness_T2 - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptA4x - ptSU2y = ptA4y - self.data_object.flange_thickness_T2 - self.SU2 = np.array([ptSU2x, ptSU2y]) - - # ========================= Stiffener DOWN ========================= - ptSD1x = ptA10x - ptSD1y = ptA10y + self.data_object.flange_thickness_T2 - self.SD1 = np.array([ptSD1x, ptSD1y]) - - ptSD2x = ptA5x - ptSD2y = ptA5y + self.data_object.flange_thickness_T2 - self.SD2 = np.array([ptSD2x, ptSD2y]) - - - def call_ExtndBoth_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -500 1500 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.line(self.P5, self.SU1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P6, self.SU2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P7, self.SD1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P8, self.SD2).stroke('black', width=2.5, linecap='square')) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array( - [0, 1]) + (j - 1) * \ - self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - - pt_outside_bottom_column_list = [] - for i in range(1, (bobfr + 1)): - col_outside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch * np.array([0, - 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P4 + self.data_object.end_dist * \ - np.array([0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch34 * np.array([0, -1]) + \ - (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_bottom.append(pt) - pt_outside_bottom_column_list.append(col_outside_list_bottom) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - else: - point2 = ptxx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.Lv), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptxx2, str(self.data_object.cross_centre_gauge_dist), - params) - - ptx3 = np.array(pt_outside_top_column_list[0][1]) - point2 = ptx3 + self.data_object.end_dist * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.end_dist), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - point3 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 16: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx3, str(self.data_object.pitch23), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 20: - ptx1 = np.array(pt_outside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - point1 = ptx2 + self.data_object.pitch12 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = ptx4 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = ptx5 + self.data_object.pitch45 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - pass - - elif self.data_object.no_of_bolts == 12: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch45), params) - - point2 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 16: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch56 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch56), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch67 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch67), params) - - point3 = ptx7 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx7, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 20: - ptx6 = np.array(pt_inside_bottom_column_list[2][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[1][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - point3 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point3, str(self.data_object.pitch67), params) - - ptx8 = np.array(pt_inside_bottom_column_list[0][1]) - pty8 = ptx8 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx8, pty8, dwg) - point1 = ptx8 + self.data_object.pitch78 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx8, point1, str(self.data_object.pitch78), params) - - ptx9 = np.array(pt_outside_bottom_column_list[1][1]) - pty9 = ptx9 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx9, pty9, dwg) - - ptx10 = np.array(pt_outside_bottom_column_list[0][1]) - pty10 = ptx10 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx10, pty10, dwg) - point2 = ptx10 + self.data_object.pitch910 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx10, point2, str(self.data_object.pitch910), params) - - point3 = ptx8 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx8, str(self.data_object.Lv), params) - - # ------------------------------------------ Faint line for bottom bolts showing end distance------------------------------------------- - ptx1 = self.P3 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.end_dist * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.end_dist), params) - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_bottom_column_list[1][1]) - point2 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.Lv), params) - else: - point2 = ptx2 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 + 5 * np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing2D_WWflush.py b/Connections/Moment/BCEndPlate/drawing2D_WWflush.py deleted file mode 100644 index 7423feca0..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_WWflush.py +++ /dev/null @@ -1,1722 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class FlushEndPlate_WW(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = int(column_data["tw"]) - self.web_thickness_tw2 = int(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 4: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - # self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 8: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - # self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 12: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - # self.bolts_outside_bottom_flange_row = 0 - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - flush_2d_front = FlushEnd2DFront(self) - flush_2d_top = FlushEnd2DTop(self) - flush_2d_side = FlushEnd2DSide(self) - if view == "Front": - flush_2d_front.call_flush_front(filename) - elif view == "Top": - flush_2d_top.call_flush_top(filename) - elif view == "Side": - flush_2d_side.call_flush_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - flush_2d_front.call_flush_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - flush_2d_top.call_flush_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - flush_2d_side.call_flush_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class FlushEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - # ptS1x = self.data_object.flange_thickness_T1 - # ptS1y = self.data_object.column_length_L1/2 - self.data_object.beam_depth_D2/2 +\ - # self.data_object.flange_thickness_T2/2 + self.data_object.stiffener_thickness_t1/2 #This formula will be right once the aspect ratio of the column is adjusted - #self.S1 = np.array([ptS1x, ptS1y]) - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.web_thickness_tw1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.column_length_L1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.column_length_L1 - self.A8 = np.array([ptA8x, ptA8y]) - - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA1x + self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - # ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.beam_depth_D2 / 2 - self.data_object.end_dist - self.data_object.Lv - ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 /2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1/2-self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA1x + self.data_object.beam_length_L2 - ptAA3y = ptAA1y - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - ptAA4y = ptAA3y + self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - self.data_object.beam_length_L2 + self.data_object.column_width_B1/2- self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA5y = ptAA4y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA4x - self.data_object.beam_length_L2 - ptAA6y = ptAA4y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA1x - ptAA7y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x + self.data_object.column_width_B1/2-self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA7x + self.data_object.beam_length_L2 - ptAA9y = ptAA7y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA4x - ptAA10y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA10x - self.data_object.beam_length_L2 + self.data_object.column_width_B1/2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1/2 - ptAA11y = ptAA10y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA10x - self.data_object.beam_length_L2 - ptAA12y = ptAA10y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - # ================ Continuity Plate ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1/2- self.data_object.web_thickness_tw1/2 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS4x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptS4y = ptAA7y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS3x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS3y = ptAA7y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS5x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1/2 - ptS5y = ptAA12y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS6y = ptAA12y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA6y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1/2 - ptS8y = ptAA6y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - if self.data_object.weld == "Fillet Weld": - # # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA7 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA12 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - else: - - # # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - - self.Lv = self.data_object.Lv - - def call_flush_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-800 -400 2000 1800')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A6, self.P1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A7, self.P4).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA11, self.AA10).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA12, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AA5).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA7, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - - - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 4: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array([1, 0]) + i * self.data_object.pitch12 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array([1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 4: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - elif self.data_object.no_of_bolts == 8: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch12 * np.array([0, -1]) - - elif self.data_object.no_of_bolts == 12: - ptx = self.AA6 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - point = self.AA1 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.AA3 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - point = self.A1 - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.column_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) + 100 * np.array([-1, 0]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.A3- 100 * np.array([1, 0]) + 200 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class FlushEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.flange_thickness_T1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x - ptA5y = ptA1y + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_width_B1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.flange_thickness_T1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.flange_thickness_T1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA4x + self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptA9y = ptA4y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.web_thickness_tw1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA6x - self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - ptA11y = ptA6y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA11x - self.data_object.web_thickness_tw1 - ptA12y = ptA11y - self.A12 = np.array([ptA12x, ptA12y]) - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_depth_D1/2 - self.data_object.flange_thickness_T1 - self.data_object.plate_width_B1/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - - def call_flush_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 1500 1500')) - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.A4, self.A5], stroke='black', fill='none', stroke_width='2.5')) - - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A9, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A10, self.A11).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 75 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A8 - (150) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_width_B1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_depth_D1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 350 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class FlushEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_depth_D1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_depth_D1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x + self.data_object.flange_thickness_T1 - ptAA5y = ptAA1y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - self.data_object.flange_thickness_T1 - ptAA6y = ptAA2y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - self.data_object.flange_thickness_T1 - ptAA7y = ptAA3y - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x + self.data_object.flange_thickness_T1 - ptAA8y = ptAA4y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_depth_D1/2 + self.data_object.beam_width_B2/2 + self.data_object.flange_thickness_T1 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_depth_D1/2 + self.data_object.beam_width_B2/2 + self.data_object.flange_thickness_T1 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_depth_D1/2 + self.data_object.beam_width_B2/2 + self.data_object.flange_thickness_T1 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_depth_D1/2 + self.data_object.beam_width_B2/2 + self.data_object.flange_thickness_T1 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - def call_flush_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -500 1500 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 4: - pt = self.P1 + (( - self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + (( - self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + (( - self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 4: - pt = self.P1 + (( - self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + (( - self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch12 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + (( - self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_inside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - ptxx3 = np.array(pt_inside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 4: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.pitch12), params) - - point1 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = ptx3 + self.data_object.pitch12 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx3, str(self.data_object.pitch12), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch23), params) - - point2 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 4: - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 12: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch45 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch45), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch56 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch56), params) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point3 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx7, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.AA3 * np.array([0, 1]) + 200 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing2D_WWoneway.py b/Connections/Moment/BCEndPlate/drawing2D_WWoneway.py deleted file mode 100644 index d38cd3d8d..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_WWoneway.py +++ /dev/null @@ -1,1953 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - -######## -######## -######## -############################one way################################## -######## -######## -######## -class OnewayEndPlate_WW(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = float(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = float(output_dict['Plate']['Width']) - - self.plate_length_L1 = float(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = float(column_data["tw"]) - self.web_thickness_tw2 = float(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = float (output_dict['Bolt']['Edge']) - self.end_dist = float (output_dict['Bolt']['End']) - self.flange_projection = float (output_dict['Bolt']['projection']) - self.cross_centre_gauge_dist = float (output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.stiffener_length = output_dict['Stiffener']['Length'] - self.stiffener_height = output_dict['Stiffener']['Height'] - self.stiffener_thickness = output_dict['Stiffener']['Thickness'] - self.stiffener_NotchBottom = output_dict['Stiffener']['NotchBottom'] - self.stiffener_NotchTop = output_dict['Stiffener']['NotchTop'] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 6: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 8: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 10: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 12: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - Oneway_2d_front = Oneway2DFront(self) - Oneway_2d_top = Oneway2DTop(self) - Oneway_2d_side = Oneway2DSide(self) - if view == "Front": - Oneway_2d_front.call_Oneway_front(filename) - elif view == "Top": - Oneway_2d_top.call_Oneway_top(filename) - elif view == "Side": - Oneway_2d_side.call_Oneway_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - Oneway_2d_front.call_Oneway_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - Oneway_2d_top.call_Oneway_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - Oneway_2d_side.call_Oneway_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class Oneway2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - # ptS1x = self.data_object.flange_thickness_T1 - # ptS1y = self.data_object.column_length_L1/2 - self.data_object.beam_depth_D2/2 +\ - # self.data_object.flange_thickness_T2/2 + self.data_object.stiffener_thickness_t1/2 #This formula will be right once the aspect ratio of the column is adjusted - #self.S1 = np.array([ptS1x, ptS1y]) - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.web_thickness_tw1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.column_length_L1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.column_length_L1 - self.A8 = np.array([ptA8x, ptA8y]) - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - ptP4x = ptA1x + self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - ptP4y = ptA1y + self.data_object.column_length_L1 / 2 + self.data_object.beam_depth_D2/2 + self.data_object.flange_projection - self.P4 = np.array([ptP4x, ptP4y]) - - ptP3x = ptP4x + self.data_object.plate_thickness_p1 - ptP3y = ptP4y - self.P3 = np.array([ptP3x, ptP3y]) - - ptP1x = ptP4x - ptP1y = ptP4y - self.data_object.plate_length_L1 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP3x - ptP2y = ptP3y - self.data_object.plate_length_L1 - self.P2 = np.array([ptP2x, ptP2y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = ptP2y + self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA1x + self.data_object.beam_length_L2 - ptAA3y = ptAA1y - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - ptAA4y = ptAA3y + self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - self.data_object.beam_length_L2 + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptAA5y = ptAA4y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA4x - self.data_object.beam_length_L2 - ptAA6y = ptAA4y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA1x - ptAA7y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA7x + self.data_object.beam_length_L2 - ptAA9y = ptAA7y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA4x - ptAA10y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA10x - self.data_object.beam_length_L2 + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptAA11y = ptAA10y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA10x - self.data_object.beam_length_L2 - ptAA12y = ptAA10y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - # ================ Stiffeners ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS4x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptS4y = ptAA7y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS3x = ptAA7x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS3y = ptAA7y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS5x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptS5y = ptAA12y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA12x - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 - ptS6y = ptAA12y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA6y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA6x - self.data_object.plate_thickness_p1 - self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptS8y = ptAA6y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Stiffener - UP ================== - - ptSU1x = ptAA1x - ptSU1y = ptAA1y - self.data_object.stiffener_height - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptSU1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSU2y = ptSU1y - self.SU2 = np.array([ptSU2x, ptSU2y]) - - ptSU6x = ptAA1x - ptSU6y = ptAA1y - self.data_object.stiffener_NotchBottom - self.SU6 = np.array([ptSU6x, ptSU6y]) - - ptSU5x = ptAA1x + self.data_object.stiffener_NotchBottom - ptSU5y = ptAA1y - self.SU5 = np.array([ptSU5x, ptSU5y]) - - ptSU4x = ptAA1x + self.data_object.stiffener_length - ptSU4y = ptAA1y - self.SU4 = np.array([ptSU4x, ptSU4y]) - - ptSU3x = ptSU4x - ptSU3y = ptSU4y - self.data_object.stiffener_NotchTop - self.SU3 = np.array([ptSU3x, ptSU3y]) - - ptSU7x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptSU7y = ptAA1y - self.data_object.stiffener_height - self.SU7 = np.array([ptSU7x, ptSU7y]) - - # ================ Stiffener - DOWN ================== - - ptSD1x = ptAA6x - ptSD1y = ptAA6y + self.data_object.stiffener_height - self.SD1 = np.array([ptSD1x, ptSD1y]) - - ptSD2x = ptSD1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSD2y = ptSD1y - self.SD2 = np.array([ptSD2x, ptSD2y]) - - ptSD6x = ptAA6x - ptSD6y = ptAA6y + self.data_object.stiffener_NotchBottom - self.SD6 = np.array([ptSD6x, ptSD6y]) - - ptSD5x = ptAA6x + self.data_object.stiffener_NotchBottom - ptSD5y = ptAA6y - self.SD5 = np.array([ptSD5x, ptSD5y]) - - ptSD4x = ptAA6x + self.data_object.stiffener_length - ptSD4y = ptAA6y - self.SD4 = np.array([ptSD4x, ptSD4y]) - - ptSD3x = ptSD4x - ptSD3y = ptSD4y + self.data_object.stiffener_NotchTop - self.SD3 = np.array([ptSD3x, ptSD3y]) - - ptSD7x = ptAA6x + self.data_object.column_width_B1 / 2 - self.data_object.plate_thickness_p1 - self.data_object.web_thickness_tw1 / 2 - ptSD7y = ptAA6y + self.data_object.stiffener_height - self.SD7 = np.array([ptSD7x, ptSD7y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA7 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA12 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - else: - - # # ------------------------------------------ Weld triangle UP ------------------------------------------- - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - - self.B11 = self.AA6 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - self.Lv = self.data_object.Lv - - def call_Oneway_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-800 -400 2000 1800')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A6, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A6, self.P1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.P4, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width=2.5).dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA12, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AA5).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA10, self.AA11).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts == 12: - dwg.add( - dwg.line(self.SU1, self.SU7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SU7, self.SU2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SU2, self.SU3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SU3, self.SU4).stroke('black', width=2.5, linecap='square')) - dwg.add( - dwg.line(self.SU5, self.SU6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add( - dwg.line(self.SD1, self.SD7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SD7, self.SD2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SD2, self.SD3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SD3, self.SD4).stroke('black', width=2.5, linecap='square')) - dwg.add( - dwg.line(self.SD5, self.SD6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA7, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 12: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 6: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - else: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - ptx = self.AA6 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - point = self.AA1 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.column_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA3 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) + (100) * np.array([-1, 0]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.A3 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class Oneway2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_width_B1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.flange_thickness_T1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x - ptA5y = ptA1y + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_width_B1 - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.flange_thickness_T1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.flange_thickness_T1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA4x + self.data_object.column_width_B1/2 - self.data_object.web_thickness_tw1/2 - ptA9y = ptA4y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.web_thickness_tw1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA6x - self.data_object.column_width_B1/2 + self.data_object.web_thickness_tw1/2 - ptA11y = ptA6y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA11x - self.data_object.web_thickness_tw1 - ptA12y = ptA11y - self.A12 = np.array([ptA12x, ptA12y]) - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_depth_D1/2 - self.data_object.flange_thickness_T1 - self.data_object.plate_width_B1/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAS5x = ptAA5x + self.data_object.stiffener_length - ptAS5y = ptAA5y - self.AS5 = np.array([ptAS5x, ptAS5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAS8x = ptAA8x + self.data_object.stiffener_length - ptAS8y = ptAA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - - def call_Oneway_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 1500 1500')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - - # dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A9, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A10, self.A11).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A4, self.A5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - if self.data_object.no_of_bolts == 12: - dwg.add(dwg.line(self.AA5, self.AS5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA8, self.AS8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS8, self.AA7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.AS5).stroke('black', width=2.5, linecap='square')) - else: - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 75 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A8 - (150) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_width_B1+ self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_depth_D1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 350 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class Oneway2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - ptP5x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.web_thickness_tw2 / 2 - ptP5y = ptP1y - self.P5 = np.array([ptP5x, ptP5y]) - - ptP6x = ptP1x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2 / 2 - ptP6y = ptP1y - self.P6 = np.array([ptP6x, ptP6y]) - - ptP7x = ptP4x + self.data_object.plate_width_B1 / 2 - self.data_object.web_thickness_tw2 / 2 - ptP7y = ptP4y - self.P7 = np.array([ptP7x, ptP7y]) - - ptP8x = ptP4x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2 / 2 - ptP8y = ptP4y - self.P8 = np.array([ptP8x, ptP8y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection) - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA1y + (self.data_object.beam_depth_D2) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_depth_D1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_depth_D1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x + self.data_object.flange_thickness_T1 - ptAA5y = ptAA1y - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - self.data_object.flange_thickness_T1 - ptAA6y = ptAA2y - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - self.data_object.flange_thickness_T1 - ptAA7y = ptAA3y - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x + self.data_object.flange_thickness_T1 - ptAA8y = ptAA4y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_depth_D1 / 2 + self.data_object.beam_width_B2 / 2 + self.data_object.flange_thickness_T1 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_depth_D1 / 2 - self.data_object.beam_width_B2 / 2 - self.data_object.flange_thickness_T1 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - # ========================= Stiffener UP ========================= - ptSU1x = ptA11x - ptSU1y = ptA11y - self.data_object.flange_thickness_T2 - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptA4x - ptSU2y = ptA4y - self.data_object.flange_thickness_T2 - self.SU2 = np.array([ptSU2x, ptSU2y]) - - - def call_Oneway_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -500 1500 2000')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1],stroke='black', fill= 'none', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', stroke_width=2.5)) - - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts ==12: - dwg.add(dwg.line(self.P5, self.SU1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P6, self.SU2).stroke('black', width=2.5, linecap='square')) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - # if self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - # else: - # pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array( - # [1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - # j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 6: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23* np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 10: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - pt = self.P4 + (self.data_object.flange_projection + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.data_object.Lv) * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23* np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, - str(self.data_object.cross_centre_gauge_dist), - params) - - if self.data_object.no_of_bolts == 12: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - - ptxx3 = np.array(pt_outside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - point3 = np.array(pt_outside_top_column_list[1][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point3, str(self.data_object.pitch12), params) - else: - point2 = ptxx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.Lv), params) - - point3 = ptxx2 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptxx2, str(self.data_object.end_dist), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 6: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptx1, str(self.data_object.pitch23), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx1, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 10: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = ptx3 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptx3, str(self.data_object.pitch23), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 12: - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = np.array(pt_inside_bottom_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 6: - ptx1 = np.array(pt_inside_bottom_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([-1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = ptx1 + self.data_object.Lv * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([-1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptx1, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 10: - ptx5 = np.array(pt_inside_bottom_column_list[0][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.Lv), params) - - - elif self.data_object.no_of_bolts == 12: - ptx5 = np.array(pt_inside_bottom_column_list[0][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 + 5 * np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 400 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing2D_bothway.py b/Connections/Moment/BCEndPlate/drawing2D_bothway.py deleted file mode 100644 index 19adffd03..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_bothway.py +++ /dev/null @@ -1,2140 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class ExtendedEndPlate(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = int(column_data["tw"]) - self.web_thickness_tw2 = int(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.stiffener_length = output_dict['Stiffener']['Length'] - self.stiffener_height= output_dict['Stiffener']['Height'] - self.stiffener_thickness = output_dict['Stiffener']['Thickness'] - self.stiffener_NotchBottom = output_dict['Stiffener']['NotchBottom'] - self.stiffener_NotchTop = output_dict['Stiffener']['NotchTop'] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 8: - self.pitch = float(output_dict['Bolt']['Pitch']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 12: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 16: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 20: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.pitch78 = float(output_dict['Bolt']['Pitch78']) - self.pitch910 = float(output_dict['Bolt']['Pitch910']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 2 - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_bothway_end_2d_front = ExtendedEnd2DFront(self) - extnd_bothway_end_2d_top = ExtendedEnd2DTop(self) - extnd_bothway_end_2d_side = ExtendedEnd2DSide(self) - if view == "Front": - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - elif view == "Top": - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - elif view == "Side": - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class ExtendedEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_depth_D1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.flange_thickness_T1 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA2x - self.data_object.flange_thickness_T1 - ptA6y = ptA2y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA3x - self.data_object.flange_thickness_T1 - ptA7y = ptA3y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA4x + self.data_object.flange_thickness_T1 - ptA8y = ptA4y - self.A8 = np.array([ptA8x, ptA8y]) - - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA1x + self.data_object.column_depth_D1 - # ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.beam_depth_D2 / 2 - self.data_object.end_dist - self.data_object.Lv - ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 /2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - self.data_object.beam_length_L2 - ptAA4y = ptAA3y - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - ptAA7y = ptAA3y - self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x - ptAA8y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ================ Continuity Plate ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS3y = ptAA5y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS4y = ptAA5y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS5y = ptAA8y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS6y = ptAA8y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA4y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS8y = ptAA4y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Stiffener - UP ================== - - ptSU1x = ptAA1x - ptSU1y = ptAA1y - self.data_object.stiffener_height - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptSU1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSU2y = ptSU1y - self.SU2 = np.array([ptSU2x, ptSU2y]) - - ptSU6x = ptAA1x - ptSU6y = ptAA1y - self.data_object.stiffener_NotchBottom - self.SU6 = np.array([ptSU6x, ptSU6y]) - - ptSU5x = ptAA1x + self.data_object.stiffener_NotchBottom - ptSU5y = ptAA1y - self.SU5 = np.array([ptSU5x, ptSU5y]) - - ptSU4x = ptAA1x + self.data_object.stiffener_length - ptSU4y = ptAA1y - self.SU4 = np.array([ptSU4x, ptSU4y]) - - ptSU3x = ptSU4x - ptSU3y = ptSU4y - self.data_object.stiffener_NotchTop - self.SU3 = np.array([ptSU3x, ptSU3y]) - - # ================ Stiffener - DOWN ================== - - ptSD1x = ptAA4x - ptSD1y = ptAA4y + self.data_object.stiffener_height - self.SD1 = np.array([ptSD1x, ptSD1y]) - - ptSD2x = ptSD1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSD2y = ptSD1y - self.SD2 = np.array([ptSD2x, ptSD2y]) - - ptSD6x = ptAA4x - ptSD6y = ptAA4y + self.data_object.stiffener_NotchBottom - self.SD6 = np.array([ptSD6x, ptSD6y]) - - ptSD5x = ptAA4x + self.data_object.stiffener_NotchBottom - ptSD5y = ptAA4y - self.SD5 = np.array([ptSD5x, ptSD5y]) - - ptSD4x = ptAA4x + self.data_object.stiffener_length - ptSD4y = ptAA4y - self.SD4 = np.array([ptSD4x, ptSD4y]) - - ptSD3x = ptSD4x - ptSD3y = ptSD4y + self.data_object.stiffener_NotchTop - self.SD3 = np.array([ptSD3x, ptSD3y]) - - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - if self.data_object.weld == "Fillet Weld": - - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA5 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA8 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - else: - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - - self.Lv = self.data_object.Lv - - def call_ExtndBoth_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -400 2000 1800')) - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.A7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square')) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.polyline(points=[self.SU1, self.SU2, self.SU3, self.SU4, self.SU5,self.SU6, self.SU1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.SD1, self.SD2, self.SD3, self.SD4, self.SD5, self.SD6, self.SD1], stroke='black', - fill='none', - stroke_width='2.5')) - - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black',stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black',stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black',stroke_width=2.5)) - - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 20: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + + i * self.data_object.pitch23 * np.array([0, 1]) - else: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - pt_outside_bottom_column_list = [] - for i in range(bobfr): - if self.data_object.no_of_bolts == 20: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * \ - np.array([1, 0]) - (i - 1) * self.data_object.pitch910* np.array([0, -1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) # + column * self.data_object.gauge * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA4 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, -1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - else: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Outside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_bottom_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - point = self.AA1 + self.data_object.beam_depth_D2/2* np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class ExtendedEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.flange_thickness_T1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA2x - ptA5y = ptA2y + self.data_object.column_width_B1 / 2 - self.data_object.flange_thickness_T1 / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_depth_D1 - (2 * self.data_object.flange_thickness_T1) - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.web_thickness_tw1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - ptA9y = ptA1y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.flange_thickness_T1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA10x - ptA11y = ptA10y + self.data_object.column_width_B1 - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA9x - ptA12y = ptA9y + self.data_object.column_width_B1 - self.A12 = np.array([ptA12x, ptA12y]) - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_width_B1 / 2 - self.data_object.plate_width_B1 / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAS5x = ptAA5x + self.data_object.stiffener_length - ptAS5y = ptAA5y - self.AS5 = np.array([ptAS5x, ptAS5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAS8x = ptAA8x + self.data_object.stiffener_length - ptAS8y = ptAA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - def call_ExtndBoth_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 2000 1500')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A9, self.A10, self.A11, self.A12, self.A9], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.line(self.AA5, self.AS5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA8, self.AS8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS8, self.AA7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.AS5).stroke('black', width=2.5, linecap='square')) - else: - dwg.add( - dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add( - dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.A2, self.A9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A3, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (200) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2 + 500) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class ExtendedEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_width_B1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - ptAA5y = ptAA4y + self.data_object.plate_length_L1 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA3x - ptAA6y = ptAA3y + self.data_object.plate_length_L1 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y - self.data_object.plate_length_L1 / 2 + self.data_object.column_length_L1 / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x - self.data_object.column_width_B1 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA9y = ptAA1y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA9x + self.data_object.web_thickness_tw1 - ptAA10y = ptAA1y - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA4x + self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA11y = ptAA4y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA11x - self.data_object.web_thickness_tw1 - ptAA12y = ptAA11y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - ptAA13x = ptAA5x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA13y = ptAA5y - self.AA13 = np.array([ptAA13x, ptAA13y]) - - ptAA14x = ptAA13x + self.data_object.web_thickness_tw1 - ptAA14y = ptAA5y - self.AA14 = np.array([ptAA14x, ptAA14y]) - - ptAA15x = ptAA7x - self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA15y = ptAA7y - self.AA15 = np.array([ptAA15x, ptAA15y]) - - ptAA16x = ptAA15x - self.data_object.web_thickness_tw1 - ptAA16y = ptAA7y - self.AA16 = np.array([ptAA16x, ptAA16y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - # ========================= Stiffener UP ========================= - ptSU1x = ptA11x - ptSU1y = ptA11y - self.data_object.flange_thickness_T2 - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptA4x - ptSU2y = ptA4y - self.data_object.flange_thickness_T2 - self.SU2 = np.array([ptSU2x, ptSU2y]) - - # ========================= Stiffener DOWN ========================= - ptSD1x = ptA10x - ptSD1y = ptA10y + self.data_object.flange_thickness_T2 - self.SD1 = np.array([ptSD1x, ptSD1y]) - - ptSD2x = ptA5x - ptSD2y = ptA5y + self.data_object.flange_thickness_T2 - self.SD2 = np.array([ptSD2x, ptSD2y]) - - - def call_ExtndBoth_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -500 1500 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA1, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA9, self.AA12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA10, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA13, self.AA16).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA14, self.AA15).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA6).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts == 20: - dwg.add(dwg.line(self.AA12, self.SU1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA11, self.SU2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA13, self.SD1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA14, self.SD2).stroke('black', width=2.5, linecap='square')) - else: - pass - - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array( - [0, 1]) + (j - 1) * \ - self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - - pt_outside_bottom_column_list = [] - for i in range(1, (bobfr + 1)): - col_outside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch * np.array([0, - 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P4 + self.data_object.end_dist * \ - np.array([0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch34 * np.array([0, -1]) + \ - (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_bottom.append(pt) - pt_outside_bottom_column_list.append(col_outside_list_bottom) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - else: - point2 = ptxx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.Lv), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptxx2, str(self.data_object.cross_centre_gauge_dist), - params) - - ptx3 = np.array(pt_outside_top_column_list[0][1]) - - point2 = ptx3 + self.data_object.end_dist * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.end_dist), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - point3 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10,"arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 16: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx3, str(self.data_object.pitch23), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 20: - ptx1 = np.array(pt_outside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - point1 = ptx2 + self.data_object.pitch12 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = ptx4 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = ptx5 + self.data_object.pitch45 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - pass - - elif self.data_object.no_of_bolts == 12: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch45), params) - - point2 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 16: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch56 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch56), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch67 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch67), params) - - point3 = ptx7 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx7, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 20: - ptx6 = np.array(pt_inside_bottom_column_list[2][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[1][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - point3 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point3, str(self.data_object.pitch67), params) - - ptx8 = np.array(pt_inside_bottom_column_list[0][1]) - pty8 = ptx8 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx8, pty8, dwg) - point1 = ptx8 + self.data_object.pitch78 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx8, point1, str(self.data_object.pitch78), params) - - ptx9 = np.array(pt_outside_bottom_column_list[1][1]) - pty9 = ptx9 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx9, pty9, dwg) - - ptx10 = np.array(pt_outside_bottom_column_list[0][1]) - pty10 = ptx10 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx10, pty10, dwg) - point2 = ptx10 + self.data_object.pitch910 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx10, point2, str(self.data_object.pitch910), params) - - point3 = ptx8 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx8, str(self.data_object.Lv), params) - - # ------------------------------------------ Faint line for bottom bolts showing end distance------------------------------------------- - ptx1 = self.P3 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.end_dist * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.end_dist), params) - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_bottom_column_list[1][1]) - point2 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.Lv), params) - else: - point2 = ptx2 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 + 5 * np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing2D_flush.py b/Connections/Moment/BCEndPlate/drawing2D_flush.py deleted file mode 100644 index c840dddbe..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_flush.py +++ /dev/null @@ -1,1721 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class FlushEndPlate(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = int(column_data["tw"]) - self.web_thickness_tw2 = int(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 4: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - # self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 8: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - # self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 12: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - # self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - # self.bolts_outside_bottom_flange_row = 0 - - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - flush_2d_front = FlushEnd2DFront(self) - flush_2d_top = FlushEnd2DTop(self) - flush_2d_side = FlushEnd2DSide(self) - if view == "Front": - flush_2d_front.call_flush_front(filename) - elif view == "Top": - flush_2d_top.call_flush_top(filename) - elif view == "Side": - flush_2d_side.call_flush_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - flush_2d_front.call_flush_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - flush_2d_top.call_flush_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - flush_2d_side.call_flush_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class FlushEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_depth_D1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.flange_thickness_T1 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA2x - self.data_object.flange_thickness_T1 - ptA6y = ptA2y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA3x - self.data_object.flange_thickness_T1 - ptA7y = ptA3y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA4x + self.data_object.flange_thickness_T1 - ptA8y = ptA4y - self.A8 = np.array([ptA8x, ptA8y]) - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA1x + self.data_object.column_depth_D1 - ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 /2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - self.data_object.beam_length_L2 - ptAA4y = ptAA3y - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - ptAA7y = ptAA3y - self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x - ptAA8y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ================ Stiffeners ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS3y = ptAA5y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS4y = ptAA5y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS5y = ptAA8y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS6y = ptAA8y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA4y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS8y = ptAA4y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - if self.data_object.weld == "Fillet Weld": - - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA5 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA8 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - else: - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - self.Lv = self.data_object.Lv - - def call_flush_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-600 -400 2000 1800')) - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.A7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square')) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 4: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - elif self.data_object.no_of_bolts == 8: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch12 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 4: - ptx = self.AA4 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - elif self.data_object.no_of_bolts == 8: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch12 * np.array([0, -1]) - - elif self.data_object.no_of_bolts == 12: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - point = self.AA1 + self.data_object.beam_depth_D2/2* np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class FlushEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.flange_thickness_T1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA2x - ptA5y = ptA2y + self.data_object.column_width_B1 / 2 - self.data_object.flange_thickness_T1 / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_depth_D1 - (2 * self.data_object.flange_thickness_T1) - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.web_thickness_tw1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - ptA9y = ptA1y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.flange_thickness_T1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA10x - ptA11y = ptA10y + self.data_object.column_width_B1 - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA9x - ptA12y = ptA9y + self.data_object.column_width_B1 - self.A12 = np.array([ptA12x, ptA12y]) - - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_width_B1 / 2 - self.data_object.plate_width_B1 / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - - def call_flush_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 2000 1500')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A9, self.A10, self.A11, self.A12, self.A9], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A2, self.A9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A3, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add( - dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (200) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2 + 500) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class FlushEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_width_B1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - ptAA5y = ptAA4y + self.data_object.plate_length_L1 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA3x - ptAA6y = ptAA3y + self.data_object.plate_length_L1 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y - self.data_object.plate_length_L1 / 2 + self.data_object.column_length_L1 / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x - self.data_object.column_width_B1 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA9y = ptAA1y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA9x + self.data_object.web_thickness_tw1 - ptAA10y = ptAA1y - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA4x + self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA11y = ptAA4y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA11x - self.data_object.web_thickness_tw1 - ptAA12y = ptAA11y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - ptAA13x = ptAA5x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA13y = ptAA5y - self.AA13 = np.array([ptAA13x, ptAA13y]) - - ptAA14x = ptAA13x + self.data_object.web_thickness_tw1 - ptAA14y = ptAA5y - self.AA14 = np.array([ptAA14x, ptAA14y]) - - ptAA15x = ptAA7x - self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA15y = ptAA7y - self.AA15 = np.array([ptAA15x, ptAA15y]) - - ptAA16x = ptAA15x - self.data_object.web_thickness_tw1 - ptAA16y = ptAA7y - self.AA16 = np.array([ptAA16x, ptAA16y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - def call_flush_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-600 -500 1500 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA1, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA9, self.AA12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA10, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA13, self.AA16).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA14, self.AA15).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA6).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - - nofc = self.data_object.no_of_columns - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 4: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 4: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_inside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - ptxx3 = np.array(pt_inside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 4: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 =np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.pitch12), params) - - point1 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = ptx3 + self.data_object.pitch12 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx3, str(self.data_object.pitch12), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch23), params) - - point2 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 4: - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg,point2, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 12: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch45 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch45), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch56 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch56), params) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point3 = np.array(pt_inside_bottom_column_list[0][1]) + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx7, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA1 - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing2D_oneway.py b/Connections/Moment/BCEndPlate/drawing2D_oneway.py deleted file mode 100644 index 6e33fcc98..000000000 --- a/Connections/Moment/BCEndPlate/drawing2D_oneway.py +++ /dev/null @@ -1,1916 +0,0 @@ -''' -Created on 22-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - -######## -######## -######## -############################one way################################## -######## -######## -######## -class OnewayEndPlate(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = float(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['ContPlateComp']['Thickness']) - - self.plate_width_B1 = float(output_dict['Plate']['Width']) - - self.plate_length_L1 = float(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = float(column_data["tw"]) - self.web_thickness_tw2 = float(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = float (output_dict['Bolt']['Edge']) - self.end_dist = float (output_dict['Bolt']['End']) - self.flange_projection = float (output_dict['Bolt']['projection']) - self.cross_centre_gauge_dist = float (output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.weld = input_dict["Weld"]["Method"] - - self.stiffener_length = output_dict['Stiffener']['Length'] - self.stiffener_height = output_dict['Stiffener']['Height'] - self.stiffener_thickness = output_dict['Stiffener']['Thickness'] - self.stiffener_NotchBottom = output_dict['Stiffener']['NotchBottom'] - self.stiffener_NotchTop = output_dict['Stiffener']['NotchTop'] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 6: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 8: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 10: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 12: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - Oneway_2d_front = Oneway2DFront(self) - Oneway_2d_top = Oneway2DTop(self) - Oneway_2d_side = Oneway2DSide(self) - if view == "Front": - Oneway_2d_front.call_Oneway_front(filename) - elif view == "Top": - Oneway_2d_top.call_Oneway_top(filename) - elif view == "Side": - Oneway_2d_side.call_Oneway_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - Oneway_2d_front.call_Oneway_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - Oneway_2d_top.call_Oneway_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - Oneway_2d_side.call_Oneway_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class Oneway2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_depth_D1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.flange_thickness_T1 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA2x - self.data_object.flange_thickness_T1 - ptA6y = ptA2y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA3x - self.data_object.flange_thickness_T1 - ptA7y = ptA3y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA4x + self.data_object.flange_thickness_T1 - ptA8y = ptA4y - self.A8 = np.array([ptA8x, ptA8y]) - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - ptP4x = ptA1x + self.data_object.column_depth_D1 - ptP4y = ptA1y + self.data_object.column_length_L1 / 2 + self.data_object.beam_depth_D2/2 + self.data_object.flange_projection - self.P4 = np.array([ptP4x, ptP4y]) - - ptP3x = ptP4x + self.data_object.plate_thickness_p1 - ptP3y = ptP4y - self.P3 = np.array([ptP3x, ptP3y]) - - ptP1x = ptP4x - ptP1y = ptP4y - self.data_object.plate_length_L1 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP3x - ptP2y = ptP3y - self.data_object.plate_length_L1 - self.P2 = np.array([ptP2x, ptP2y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptA1x + self.data_object.column_depth_D1 + self.data_object.plate_thickness_p1 # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = ptA2y + self.data_object.column_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - self.data_object.beam_length_L2 - ptAA4y = ptAA3y - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - ptAA7y = ptAA3y - self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x - ptAA8y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ================ Stiffeners ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS3y = ptAA5y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS4y = ptAA5y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS5y = ptAA8y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS6y = ptAA8y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA4y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS8y = ptAA4y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Stiffener - UP ================== - - ptSU1x = ptAA1x - ptSU1y = ptAA1y - self.data_object.stiffener_height - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptSU1x + self.data_object.stiffener_length - self.data_object.stiffener_NotchTop - ptSU2y = ptSU1y - self.SU2 = np.array([ptSU2x, ptSU2y]) - - ptSU6x = ptAA1x - ptSU6y = ptAA1y - self.data_object.stiffener_NotchBottom - self.SU6 = np.array([ptSU6x, ptSU6y]) - - ptSU5x = ptAA1x + self.data_object.stiffener_NotchBottom - ptSU5y = ptAA1y - self.SU5 = np.array([ptSU5x, ptSU5y]) - - ptSU4x = ptAA1x + self.data_object.stiffener_length - ptSU4y = ptAA1y - self.SU4 = np.array([ptSU4x, ptSU4y]) - - ptSU3x = ptSU4x - ptSU3y = ptSU4y - self.data_object.stiffener_NotchTop - self.SU3 = np.array([ptSU3x, ptSU3y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - if self.data_object.weld == "Fillet Weld": - - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA5 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA8 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - else: - # ------------------------------------------ Weld triangle UP --------------------------------------------- - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - self.Lv = self.data_object.Lv - - def call_Oneway_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-600 -400 2000 1800')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.A7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square')) - - if self.data_object.no_of_bolts == 12: - dwg.add(dwg.polyline(points=[self.SU1, self.SU2, self.SU3, self.SU4, self.SU5,self.SU6, self.SU1], stroke='black', fill='none', - stroke_width='2.5')) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2)) - - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 12: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 6: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, 1]) - else: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch12 * np.array([0, 1]) - - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - ptx = self.AA4 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - point = self.AA1 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.column_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class Oneway2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.flange_thickness_T1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA2x - ptA5y = ptA2y + self.data_object.column_width_B1 / 2 - self.data_object.flange_thickness_T1 / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_depth_D1 - (2 * self.data_object.flange_thickness_T1) - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.web_thickness_tw1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - ptA9y = ptA1y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.flange_thickness_T1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA10x - ptA11y = ptA10y + self.data_object.column_width_B1 - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA9x - ptA12y = ptA9y + self.data_object.column_width_B1 - self.A12 = np.array([ptA12x, ptA12y]) - - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_width_B1 / 2 - self.data_object.plate_width_B1 / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAS5x = ptAA5x + self.data_object.stiffener_length - ptAS5y = ptAA5y - self.AS5 = np.array([ptAS5x, ptAS5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAS8x = ptAA8x + self.data_object.stiffener_length - ptAS8y = ptAA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - - def call_Oneway_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-500 -500 2000 1500')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A9, self.A10, self.A11, self.A12, self.A9], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - - # dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A2, self.A9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A3, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - if self.data_object.no_of_bolts == 12: - dwg.add(dwg.line(self.AA5, self.AS5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA8, self.AS8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS8, self.AA7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.AS5).stroke('black', width=2.5, linecap='square')) - else: - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)",stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (200) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2 + 500) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class Oneway2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - ptP5x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.web_thickness_tw2 / 2 - ptP5y = ptP1y - self.P5 = np.array([ptP5x, ptP5y]) - - ptP6x = ptP1x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2 / 2 - ptP6y = ptP1y - self.P6 = np.array([ptP6x, ptP6y]) - - ptP7x = ptP4x + self.data_object.plate_width_B1 / 2 - self.data_object.web_thickness_tw2 / 2 - ptP7y = ptP4y - self.P7 = np.array([ptP7x, ptP7y]) - - ptP8x = ptP4x + self.data_object.plate_width_B1 / 2 + self.data_object.web_thickness_tw2 / 2 - ptP8y = ptP4y - self.P8 = np.array([ptP8x, ptP8y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection) - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA1y + (self.data_object.beam_depth_D2) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_width_B1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - ptAA5y = ptAA4y + self.data_object.plate_length_L1 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA3x - ptAA6y = ptAA3y + self.data_object.plate_length_L1 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y - self.data_object.plate_length_L1 / 2 + self.data_object.column_length_L1 / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x - self.data_object.column_width_B1 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA9y = ptAA1y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA9x + self.data_object.web_thickness_tw1 - ptAA10y = ptAA1y - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA4x + self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA11y = ptAA4y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA11x - self.data_object.web_thickness_tw1 - ptAA12y = ptAA11y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - ptAA13x = ptAA5x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA13y = ptAA5y - self.AA13 = np.array([ptAA13x, ptAA13y]) - - ptAA14x = ptAA13x + self.data_object.web_thickness_tw1 - ptAA14y = ptAA5y - self.AA14 = np.array([ptAA14x, ptAA14y]) - - ptAA15x = ptAA7x - self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA15y = ptAA7y - self.AA15 = np.array([ptAA15x, ptAA15y]) - - ptAA16x = ptAA15x - self.data_object.web_thickness_tw1 - ptAA16y = ptAA7y - self.AA16 = np.array([ptAA16x, ptAA16y]) - - # ========================= Continuity Plate ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptA1x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS1y = ptA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptA12x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS2y = ptA12y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptA9x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS3y = ptA9y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptA8x - self.data_object.column_width_B1 / 2 + self.data_object.beam_width_B2 / 2 - ptS4y = ptA8y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptA7x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS5y = ptA7y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptA6x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS6y = ptA6y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptA3x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS7y = ptA3y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptA2x + self.data_object.column_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - ptS8y = ptA2y - self.S8 = np.array([ptS8x, ptS8y]) - - # ========================= Stiffener UP ========================= - ptSU1x = ptA11x - ptSU1y = ptA11y - self.data_object.flange_thickness_T2 - self.SU1 = np.array([ptSU1x, ptSU1y]) - - ptSU2x = ptA4x - ptSU2y = ptA4y - self.data_object.flange_thickness_T2 - self.SU2 = np.array([ptSU2x, ptSU2y]) - - - def call_Oneway_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-450 -500 1200 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA1, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA9, self.AA12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA10, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA13, self.AA16).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA14, self.AA15).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA6).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.A1).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S2, self.A12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S3, self.A9).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S4, self.A8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S5, self.A7).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.A6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S7, self.A3).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S8, self.A2).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - if self.data_object.no_of_bolts == 12: - dwg.add(dwg.line(self.P5, self.SU1).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P6, self.SU2).stroke('black', width=2.5, linecap='square')) - else: - pass - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - # if self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 6: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.web_thickness_tw2 +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23* np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.web_thickness_tw2 +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 10: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.web_thickness_tw2 +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2 + self.data_object.flange_thickness_T2 + self.data_object.web_thickness_tw2 +self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - pt = self.P4 + (self.data_object.flange_projection + self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.data_object.Lv) * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), - params) - - if self.data_object.no_of_bolts == 12: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - - ptxx3 = np.array(pt_outside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - point3 = np.array(pt_outside_top_column_list[1][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point3, str(self.data_object.pitch12), params) - else: - point2 = ptxx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.Lv), params) - - point3= ptxx2 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptxx2, str(self.data_object.end_dist), params) - - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 6: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2,ptx1, str(self.data_object.pitch23), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx1, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = np.array(pt_inside_bottom_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 10: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = ptx3 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptx3, str(self.data_object.pitch23), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list [0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10,"arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 12: - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = np.array(pt_inside_bottom_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 6: - ptx1 = np.array(pt_inside_bottom_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([-1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = ptx1 + self.data_object.Lv * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([-1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptx1, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 10: - ptx5 = np.array(pt_inside_bottom_column_list[0][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.Lv), params) - - - elif self.data_object.no_of_bolts == 12: - ptx5 = np.array(pt_inside_bottom_column_list[0][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 + 5 * np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/drawing_2D.py b/Connections/Moment/BCEndPlate/drawing_2D.py deleted file mode 100644 index 3ebb3a859..000000000 --- a/Connections/Moment/BCEndPlate/drawing_2D.py +++ /dev/null @@ -1,2025 +0,0 @@ -''' -Created on 10-May-2017 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class ExtendedEndPlate(object): - - def __init__(self, input_dict, output_dict, column_data, beam_data, folder, endplate_type): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - #self.endplate_type = endplate_type - - self.column_length_L1 = 1000 - self.beam_length_L2 = 500 - - self.column_depth_D1 = int(column_data["D"]) - self.beam_depth_D2 = int(beam_data["D"]) - - self.beam_designation = beam_data['Designation'] - self.column_designation = column_data['Designation'] - - self.column_width_B1 = int(column_data["B"]) - self.beam_width_B2 = int(beam_data["B"]) - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = int(output_dict['Plate']['Thickness']) - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - - self.flange_thickness_T1 = (column_data["T"]) - self.flange_thickness_T2 = (beam_data["T"]) - - self.web_thickness_tw1 = int(column_data["tw"]) - self.web_thickness_tw2 = int(beam_data["tw"]) - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - - if self.endplate_type == "both ways": - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 8: - self.pitch = float(output_dict['Bolt']['Pitch']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 12: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 16: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 20: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.pitch78 = float(output_dict['Bolt']['Pitch78']) - self.pitch910 = float(output_dict['Bolt']['Pitch910']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 2 - - # elif self.endplate_type == "one ways": - # - # self.no_of_columns = 2 - # self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - # - # if self.no_of_bolts == 6: - # self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - # elif self.no_of_bolts == 8: - # self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - - - - - - - - - - - def add_s_marker(self, dwg): - """ - - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.1 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.1 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.1 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.2 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if orientation == "NW": - self.draw_weld_marker(dwg, 15, 7.5, line) - else: - self.draw_weld_marker(dwg, 45, 7.5, line) - print "successful" - - def draw_weld_marker(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_bothway_end_2d_front = ExtendedEnd2DFront(self) - extnd_bothway_end_2d_top = ExtendedEnd2DTop(self) - extnd_bothway_end_2d_side = ExtendedEnd2DSide(self) - if view == "Front": - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - elif view == "Top": - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - elif view == "Side": - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class ExtendedEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Column 1 ================ - - # darshan - # ptS1x = self.data_object.flange_thickness_T1 - # ptS1y = self.data_object.column_length_L1/2 - self.data_object.beam_depth_D2/2 +\ - # self.data_object.flange_thickness_T2/2 + self.data_object.stiffener_thickness_t1/2 #This formula will be right once the aspect ratio of the column is adjusted - #self.S1 = np.array([ptS1x, ptS1y]) - - """ - defining co-ordinates of Beam B1 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.column_depth_D1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_length_L1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_length_L1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA1x + self.data_object.flange_thickness_T1 - ptA5y = ptA1y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA2x - self.data_object.flange_thickness_T1 - ptA6y = ptA2y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA3x - self.data_object.flange_thickness_T1 - ptA7y = ptA3y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA4x + self.data_object.flange_thickness_T1 - ptA8y = ptA4y # (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A8 = np.array([ptA8x, ptA8y]) - - # self.Q = self.A6 + self.data_object.web_weld_thickness * np.array([-1, 0]) dont know - - # ================ Connecting Plate ================== - - # darshan - - """ - defining co-ordinates of Connecting plate in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA1x + self.data_object.column_depth_D1 - # ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.beam_depth_D2 / 2 - self.data_object.end_dist - self.data_object.Lv - ptP1y = ptA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 /2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ================ Beam ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = ptP2y + self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA3x - self.data_object.beam_length_L2 - ptAA4y = ptAA3y - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA3x - ptAA7y = ptAA3y - self.data_object.flange_thickness_T2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA4x - ptAA8y = ptAA4y - self.data_object.flange_thickness_T2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # ================ Stiffeners ================== - - # darshan - - """ - defining co-ordinates of Beam B2 in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptS1x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS1y = ptAA1y - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptAA1x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS2y = ptAA1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS3y = ptAA5y - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptAA5x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS4y = ptAA5y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS5x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS5y = ptAA8y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS6x = ptAA8x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS6y = ptAA8y - self.S6 = np.array([ptS6x, ptS6y]) - - ptS7x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.flange_thickness_T1 - ptS7y = ptAA4y - self.S7 = np.array([ptS7x, ptS7y]) - - ptS8x = ptAA4x - self.data_object.plate_thickness_p1 - self.data_object.column_depth_D1 + self.data_object.flange_thickness_T1 - ptS8y = ptAA4y - self.S8 = np.array([ptS8x, ptS8y]) - - # ================ Weld ================== - # darshan - - """ - defining co-ordinates of weld in front view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - self.B3 = self.AA1 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.AA5 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.AA8 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, -1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - self.B11 = self.AA4 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, 1]) - # # ------------------------------------------ Weld triangle UP ------------------------------------------- - # self.BB3 = self.AA1 - # self.BB2 = self.BB3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - # self.BB1 = self.BB3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - # - # self.BB7 = self.AA5 - # self.BB8 = self.BB7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - # self.BB9 = self.BB7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - # - # # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - # self.BB6 = self.AA4 - # self.BB5 = self.BB6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - # self.BB4 = self.BB6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - # - # self.BB11 = self.AA8 - # self.BB12 = self.BB11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - # self.BB13 = self.BB11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - # - # self.Lv = self.PP2 + ((self.data_object.plate_length_L2 - self.data_object.beam_depth_D2) / 2 - self.data_object.end_dist - self.data_object.flange_weld_thickness) - self.Lv = self.data_object.Lv - - def call_ExtndBoth_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.column_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-600 -400 2000 1800')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - """ - drawing line as per co-ordinate defined to create the required view - """ - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.A7).stroke('black', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - # dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S7, self.S8).stroke('black', width=2.5, linecap='square')) - - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - # dwg.add(dwg.rect(insert=self.Q, size=(self.data_object.web_weld_thickness, ( - # self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1 - self.data_object.flange_weld_thickness - 10)), - # fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - dwg.add( - dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', stroke_width=2.5)) - dwg.add( - dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', stroke_width=2.5)) - dwg.add( - dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - # dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.BB8, self.BB7, self.BB9, self.BB8], stroke='black', fill='black', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.BB12, self.BB11, self.BB13, self.BB12], stroke='black', fill='black', stroke_width=2.5)) - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 20: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + + i * self.data_object.pitch23 * np.array([0, 1]) - else: - ptx = self.AA1 - (self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - pt_outside_bottom_column_list = [] - for i in range(bobfr): - if self.data_object.no_of_bolts == 20: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * \ - np.array([1, 0]) - (i - 1) * self.data_object.pitch910* np.array([0, -1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.P3 + (self.data_object.end_dist) * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) # + column * self.data_object.gauge * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA4 + ( self.data_object.flange_thickness_T2 + self.data_object.flange_weld_thickness + self.Lv) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array( - [0, -1]) # + column * self.data_object.gauge * np.array([0, 1]) - else: - ptx = self.AA4 + (self.data_object.flange_thickness_T2 + self.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Outside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_bottom_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str( - self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - # point = self.BB2 - # theta = 60 - # offset = 100 - # textup = " z " + str(self.data_object.flange_weld_thickness) - # textdown = " " - # element = "weld" - # self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - # point = self.AA1 + 40 * np.array([0, 1]) - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = "fillet both side" - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - # point = self.A1 + 50 * np.array([1, 0]) - # theta = 60 - # offset = 50 - # textup = "Beam " + str(self.data_object.beam_designation) - # textdown = " " - # element = " " - # self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # point = self.PP2 - # theta = 60 - # offset = 100 - # textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - # self.data_object.plate_thickness_p2) - # textdown = " " - # element = " " - # self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (300) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (80 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + ( - self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (40 * np.array([1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - -class ExtendedEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Column 1 ===================== - - """ - defining co-ordinates of Beam B1 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.flange_thickness_T1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.column_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.column_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = ptA2x - ptA5y = ptA2y + self.data_object.column_width_B1 / 2 - self.data_object.flange_thickness_T1 / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = ptA5x + self.data_object.column_depth_D1 - (2 * self.data_object.flange_thickness_T1) - ptA6y = ptA5y - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA6x - ptA7y = ptA6y + self.data_object.web_thickness_tw1 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA5x - ptA8y = ptA5y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x + self.data_object.column_depth_D1 - self.data_object.flange_thickness_T1 - ptA9y = ptA1y - self.A9 = np.array([ptA9x, ptA9y]) - - ptA10x = ptA9x + self.data_object.flange_thickness_T1 - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - ptA11x = ptA10x - ptA11y = ptA10y + self.data_object.column_width_B1 - self.A11 = np.array([ptA11x, ptA11y]) - - ptA12x = ptA9x - ptA12y = ptA9y + self.data_object.column_width_B1 - self.A12 = np.array([ptA12x, ptA12y]) - - # # ------------------------------------------ Weld triangle UP------------------------------------------- - # self.B1 = self.A5 - # self.B2 = self.B1 + self.data_object.web_weld_thickness * np.array([-1, 0]) - # self.B3 = self.B1 + self.data_object.web_weld_thickness * np.array([0, -1]) - # - # # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - # self.B4 = self.A8 - # self.B5 = self.B4 + self.data_object.web_weld_thickness * np.array([-1, 0]) - # self.B6 = self.B4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - # ====================== End Plate ===================== - - """ - defining co-ordinates of plate in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = ptA10x - ptP1y = ptA10y + self.data_object.column_width_B1 / 2 - self.data_object.plate_width_B1 / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_width_B1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP3x - self.data_object.plate_thickness_p1 - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== Beam ========================== - """ - defining co-ordinates of Beam 2 in top view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptAA1x = ptP2x - ptAA1y = ptP2y + self.data_object.plate_width_B1 / 2 - self.data_object.beam_width_B2 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA1y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA2x - ptAA6y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y + self.data_object.web_thickness_tw2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA5x - ptAA8y = ptAA5y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - # # # ------------------------------------------ Weld triangle UP------------------------------------------- - # self.BB1 = self.AA6 - # self.BB2 = self.BB1 + self.data_object.web_weld_thickness * np.array([1, 0]) - # self.BB3 = self.BB1 + self.data_object.web_weld_thickness * np.array([0, -1]) - # - # # ------------------------------------------ Weld triangle DOWN------------------------------------------- - # self.BB4 = self.AA5 - # self.BB5 = self.BB4 + self.data_object.web_weld_thickness * np.array([1, 0]) - # self.BB6 = self.BB4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - def call_ExtndBoth_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-300 -400 1500 1000')) - # dwg.add(dwg.line(self.A5, self.A6).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.A7, self.A8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A9, self.A10, self.A11, self.A12, self.A9], stroke='black', fill='none', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.A5, self.A6, self.A7, self.A8, self.A5], stroke='black', fill='none', - stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.A6, self.A9, self.A10, self.A11, self.A12, self.A7], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - # dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.line(self.AA5, self.AA6).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA7, self.AA8).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A2, self.A9).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A3, self.A12).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='black', fill='none', - stroke_width=2.5)) - - # dwg.add(dwg.polyline(points=[self.B1, self.B2, self.B3, self.B1], stroke='red', fill='red', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.B4, self.B5, self.B6, self.B4], stroke='red', fill='red', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.BB1, self.BB2, self.BB3, self.BB1], stroke='red', fill='red', stroke_width=2.5)) - # dwg.add(dwg.polyline(points=[self.BB4, self.BB5, self.BB6, self.BB4], stroke='red', fill='red', stroke_width=2.5)) - - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - # dwg.add(dwg.rect(insert=self.P, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B1), fill="url(#diagonalHatch)", - # stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.P2 + self.data_object.edge_dist * np.array([0, 1]) - \ - (self.data_object.flange_thickness_T1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = self.data_object.bolt_diameter - rect_length = self.data_object.plate_thickness_p1 + self.data_object.flange_thickness_T1 - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L2 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (60), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.column_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 100 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # point = self.PP1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - # theta = 60 - # offset = 100 - # textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - # self.data_object.plate_thickness_p2) - # textdown = " " - # element = " " - # self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - point = self.AA1 + 2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (200) * np.array([0, -1]) - (100 * np.array([1, 0])) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (40 * np.array([-1, 0])) + (40 * np.array([0, 1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (self.data_object.column_depth_D1 + self.data_object.beam_length_L2 + self.data_object.plate_thickness_p1) * np.array( - [1, 0]) + 200 * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([1, 0])) + (40 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.A2 + (self.data_object.beam_length_L2 + 500) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (-20 * np.array([0, 1])) + (40 * np.array([1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.column_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (50 * np.array([0, 1])) + (40 * np.array([1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class ExtendedEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - """ - defining co-ordinates of plate in side view - right of origin is considered as +ve X axis - downward to the origin is considered as +ve Y axis - """ - - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = ptP2y + self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP1x + self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - # ========================= Beam ========================= - - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Column ========================= - - ptAA1x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.column_width_B1 / 2 - ptAA1y = ptP1y + self.data_object.plate_length_L1 / 2 - self.data_object.column_length_L1 / 2 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.column_width_B1 - ptAA2y = ptAA1y - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.column_length_L1 / 2 - self.data_object.plate_length_L1 / 2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA4x - ptAA5y = ptAA4y + self.data_object.plate_length_L1 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA3x - ptAA6y = ptAA3y + self.data_object.plate_length_L1 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA6x - ptAA7y = ptAA6y - self.data_object.plate_length_L1 / 2 + self.data_object.column_length_L1 / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA7x - self.data_object.column_width_B1 - ptAA8y = ptAA7y - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA9x = ptAA1x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA9y = ptAA1y - self.AA9 = np.array([ptAA9x, ptAA9y]) - - ptAA10x = ptAA9x + self.data_object.web_thickness_tw1 - ptAA10y = ptAA1y - self.AA10 = np.array([ptAA10x, ptAA10y]) - - ptAA11x = ptAA4x + self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA11y = ptAA4y - self.AA11 = np.array([ptAA11x, ptAA11y]) - - ptAA12x = ptAA11x - self.data_object.web_thickness_tw1 - ptAA12y = ptAA11y - self.AA12 = np.array([ptAA12x, ptAA12y]) - - ptAA13x = ptAA5x + self.data_object.column_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2 - ptAA13y = ptAA5y - self.AA13 = np.array([ptAA13x, ptAA13y]) - - ptAA14x = ptAA13x + self.data_object.web_thickness_tw1 - ptAA14y = ptAA5y - self.AA14 = np.array([ptAA14x, ptAA14y]) - - ptAA15x = ptAA7x - self.data_object.column_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2 - ptAA15y = ptAA7y - self.AA15 = np.array([ptAA15x, ptAA15y]) - - ptAA16x = ptAA15x - self.data_object.web_thickness_tw1 - ptAA16y = ptAA7y - self.AA16 = np.array([ptAA16x, ptAA16y]) - - def call_ExtndBoth_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-450 -500 1200 2000')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, - self.A12, self.A1], - stroke='black', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='black', fill='none', - stroke_width='2.5')) - dwg.add(dwg.line(self.AA1, self.AA2).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA1, self.AA4).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA2, self.AA3).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA5, self.AA8).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA9, self.AA12).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA10, self.AA11).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA13, self.AA16).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA14, self.AA15).stroke('black', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA4, self.AA5).stroke('black', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA3, self.AA6).stroke('black', width=2.5, linecap='square')) - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]), - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=(self.data_object.web_weld_thickness, - (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B2, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - # dwg.add(dwg.rect(insert=(self.A1-self.data_object.flange_weld_thickness * np.array([1, 0])), size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - - # TODO hatching lines flange welding for sides of flange - # dwg.add(dwg.rect(insert=(self.A1-self.data_object.flange_weld_thickness * np.array([1, 0])), size=(self.data_object.flange_weld_thickness, self.data_object.flange_thickness_T1), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - # dwg.add(dwg.rect(insert=self.A2, size=(self.data_object.flange_weld_thickness, self.data_object.flange_thickness_T1), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array( - [0, 1]) + (j - 1) * \ - self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - - pt_outside_bottom_column_list = [] - for i in range(1, (bobfr + 1)): - col_outside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch * np.array([0, - 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P4 + self.data_object.end_dist * \ - np.array([0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch34 * np.array([0, -1]) + \ - (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_bottom.append(pt) - pt_outside_bottom_column_list.append(col_outside_list_bottom) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D2) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_weld_thickness) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, -1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - ptxx3 = np.array(pt_outside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - point3 = ptxx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point3, str(self.data_object.Lv), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), - params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = ptx2 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 16: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = ptx3 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point1, str(self.data_object.pitch23), params) - - point3 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = ptx4 + self.data_object.pitch45 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 20: - ptx1 = np.array(pt_outside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - point1 = ptx2 + self.data_object.pitch12 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - point5 = ptx2 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point5, str(self.data_object.Lv), params) - - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = ptx4 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = ptx5 + self.data_object.pitch45 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = ptx5 + (self.data_object.pitch56-self.data_object.bolt_diameter) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - pass - - elif self.data_object.no_of_bolts == 12: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 16: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch56 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch56), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch67 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch67), params) - - elif self.data_object.no_of_bolts == 20: - ptx6 = np.array(pt_inside_bottom_column_list[2][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[1][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - point3 = ptx7 + self.data_object.pitch67 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point3, str(self.data_object.pitch67), params) - - ptx8 = np.array(pt_inside_bottom_column_list[0][1]) - pty8 = ptx8 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx8, pty8, dwg) - point1 = ptx8 + self.data_object.pitch78 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx8, point1, str(self.data_object.pitch78), params) - - ptx9 = np.array(pt_outside_bottom_column_list[1][1]) - pty9 = ptx9 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx9, pty9, dwg) - - ptx10 = np.array(pt_outside_bottom_column_list[0][1]) - pty10 = ptx10 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx10, pty10, dwg) - point2 = ptx10 + self.data_object.pitch910 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx10, point2, str(self.data_object.pitch910), params) - - # ------------------------------------------ Faint line for bottom bolts showing end distance------------------------------------------- - ptx1 = self.P3 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.end_dist * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.end_dist), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x" + str( - self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 + 5 * np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - point = self.A11 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_thickness_tw2) - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textdown, textup, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add( - dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - diff --git a/Connections/Moment/BCEndPlate/extendedBothWays.py b/Connections/Moment/BCEndPlate/extendedBothWays.py deleted file mode 100644 index 26166abf8..000000000 --- a/Connections/Moment/BCEndPlate/extendedBothWays.py +++ /dev/null @@ -1,646 +0,0 @@ -""" -Initialized on 23-04-2019 -Commenced on 24-04-2019 -@author: Anand Swaroop -""""" - -import numpy - -class CADFillet(object): - def __init__(self, beamLeft, beamRight, plateRight, nut_bolt_array, bbWeldAbvFlang_21, bbWeldAbvFlang_22, - bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, bbWeldBelwFlang_24, bbWeldSideWeb_21, - bbWeldSideWeb_22, contPL1Weld_U1, contPlate_L1, contPlate_L2, contPlate_R1, contPlate_R2,beam_stiffener_1,beam_stiffener_2, endplate_type, conn_type, outputobj): - - # Initializing the arguments - self.beamLeft = beamLeft # beamLeft represents the column - self.beamRight = beamRight - self.plateRight = plateRight - self.nut_bolt_array = nut_bolt_array - self.beamRight.length = 1000.0 - self.contPlate_L1 = contPlate_L1 - self.contPlate_L2 = contPlate_L2 - self.contPlate_R1 = contPlate_R1 - self.contPlate_R2 = contPlate_R2 - self.beam_stiffener_1 = beam_stiffener_1 - self.beam_stiffener_2 = beam_stiffener_2 - - self.endplate_type = endplate_type - self.conn_type = conn_type #TODO: Remove this type if not needed - self.outputobj = outputobj - self.boltProjection = float(outputobj["Bolt"]['projection']) # gives the bolt projection - # self.Lv = float(outputobj["Bolt"]["Lv"]) - - # Weld above flange for left and right beam - self.bbWeldAbvFlang_21 = bbWeldAbvFlang_21 # Right beam upper side - self.bbWeldAbvFlang_22 = bbWeldAbvFlang_22 # Right beam lower side - - self.bbWeldBelwFlang_21 = bbWeldBelwFlang_21 # behind bbWeldBelwFlang_11 - self.bbWeldBelwFlang_22 = bbWeldBelwFlang_22 # behind bbWeldBelwFlang_12 - self.bbWeldBelwFlang_23 = bbWeldBelwFlang_23 # behind bbWeldBelwFlang_13 - self.bbWeldBelwFlang_24 = bbWeldBelwFlang_24 # behind bbWeldBelwFlang_14 - - self.bbWeldSideWeb_21 = bbWeldSideWeb_21 # Behind bbWeldSideWeb_11 - self.bbWeldSideWeb_22 = bbWeldSideWeb_22 # Behind bbWeldSideWeb_12 - self.contPL1Weld_U1 = contPL1Weld_U1 - - def create_3DModel(self): - """ - :return: CAD model of each entity such as Left beam, right beam, both end plates and so on - """ - self.createBeamLGeometry() - self.createBeamRGeometry() - self.createPlateRGeometry() - self.create_nut_bolt_array() - self.create_contPlate_L1Geometry() - self.create_contPlate_L2Geometry() - self.create_contPlate_R1Geometry() - self.create_contPlate_R2Geometry() - self.create_beam_stiffener_1Geometry() - self.create_beam_stiffener_2Geometry() - - self.create_bbWeldAbvFlang_21() # left beam above flange weld - self.create_bbWeldAbvFlang_22() # left beam above 2nd (lower) flange - - self.create_bbWeldBelwFlang_21() # right beam weld similar to left beam - self.create_bbWeldBelwFlang_22() - self.create_bbWeldBelwFlang_23() - self.create_bbWeldBelwFlang_24() - - self.create_bbWeldSideWeb_21() # right beam weld behind left beam - self.create_bbWeldSideWeb_22() # right beam weld behind left beam - - self.create_contPL1Weld_U1() - - - # call for create_model of filletweld from Components directory - self.beamLModel = self.beamLeft.create_model() - self.beamRModel = self.beamRight.create_model() - self.plateRModel = self.plateRight.create_model() - self.nutBoltArrayModels = self.nut_bolt_array.create_model() - self.contPlate_L1Model = self.contPlate_L1.create_model() - self.contPlate_L2Model = self.contPlate_L2.create_model() - self.contPlate_R1Model = self.contPlate_R1.create_model() - self.contPlate_R2Model = self.contPlate_R2.create_model() - self.beam_stiffener_1Model = self.beam_stiffener_1.create_model() - self.beam_stiffener_2Model = self.beam_stiffener_2.create_model() - - self.bbWeldAbvFlang_21Model = self.bbWeldAbvFlang_21.create_model() - self.bbWeldAbvFlang_22Model = self.bbWeldAbvFlang_22.create_model() - - self.bbWeldBelwFlang_21Model = self.bbWeldBelwFlang_21.create_model() - self.bbWeldBelwFlang_22Model = self.bbWeldBelwFlang_22.create_model() - self.bbWeldBelwFlang_23Model = self.bbWeldBelwFlang_23.create_model() - self.bbWeldBelwFlang_24Model = self.bbWeldBelwFlang_24.create_model() - - self.bbWeldSideWeb_21Model = self.bbWeldSideWeb_21.create_model() - self.bbWeldSideWeb_22Model = self.bbWeldSideWeb_22.create_model() - - self.contPL1Weld_U1Model = self.contPL1Weld_U1.create_model() - - - ############################################################################################################# - # Following functions takes inputs as origin, u direction and w direction of concerned component to place # - # same component at appropriate place # - ############################################################################################################# - - def createBeamLGeometry(self): - # if self.conn_type == 'col_flange_connectivity': - beamOriginL = numpy.array([0.0, 0.0, 0.0]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - # else: #self.conn_type == 'col_web_connectivity' - # beamOriginL = numpy.array([0.0, self.beamLeft.D/2, 0.0]) - # beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - # beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - # self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - def createBeamRGeometry(self): - gap = self.beamLeft.D / 2 + self.plateRight.T - beamOriginR = numpy.array([0.0, gap, self.beamLeft.length / 2]) - beamR_uDir = numpy.array([1.0, 0.0, 0.0]) - beamR_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamRight.place(beamOriginR, beamR_uDir, beamR_wDir) - - def createPlateRGeometry(self): - - if self.endplate_type == "one_way": - gap = 0.5 * self.plateRight.T + self.beamLeft.D / 2 - plateOriginR = numpy.array([-self.plateRight.W / 2, gap, self.beamLeft.length / 2 + ( - self.plateRight.L / 2 - self.boltProjection - self.beamRight.D / 2)]) # TODO #Add weld thickness here - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - else: # self.endplate_type == "both_way" and flushed - gap = 0.5 * self.plateRight.T + self.beamLeft.D / 2 - plateOriginR = numpy.array([-self.plateRight.W / 2, gap, self.beamLeft.length / 2]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - # elif self.endplate_type == "flush": - # pass - - def create_nut_bolt_array(self): - - if self.endplate_type == "one_way": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array([0.0, self.beamLeft.T , + (self.plateRight.L / 2)]) # self.plateRight.L/2+ (self.plateRight.L/2 - (10) - self.beamRight.D /2) - 40#TODO add end distance here #self.plateRight.L/2 + (self.plateRight.L/2 - (10 + 8) - self.beamRight.D /2) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - elif self.endplate_type == "both_way": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array( - [0.0, self.beamLeft.T, self.plateRight.L / 2]) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - elif self.endplate_type == "flush": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array( - [0.0, self.beamLeft.T, self.beamRight.D/2]) # TODO Add self.Lv instead of 25 #+ 30 - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - ############################################## Adding contPlates ######################################## - - def create_contPlate_L1Geometry(self): - beamOriginL = numpy.array([self.beamLeft.B / 2 - self.contPlate_L1.W / 2, 0.0, - self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T / 2 + self.contPlate_L1.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_L2Geometry(self): - beamOriginL = numpy.array([self.beamLeft.B / 2 - self.contPlate_L2.W / 2, 0.0, - self.beamLeft.length / 2 - self.beamRight.D / 2 + self.beamRight.T / 2 + self.contPlate_L2.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L2.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_R1Geometry(self): - beamOriginL = numpy.array([-self.beamLeft.B / 2 + self.contPlate_R1.W / 2, 0.0, - self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T / 2 - self.contPlate_R1.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.contPlate_R1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_R2Geometry(self): - beamOriginL = numpy.array([-self.beamLeft.B / 2 + self.contPlate_R2.W / 2, 0.0, - self.beamLeft.length / 2 - self.beamRight.D / 2 + self.beamRight.T / 2 - self.contPlate_R1.T/2 ]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.contPlate_R2.place(beamOriginL, beamL_uDir, beamL_wDir) - - ############################################## Adding beam stiffeners ############################################# - def create_beam_stiffener_1Geometry(self): - gap = self.beamLeft.D / 2 + self.plateRight.T + self.beam_stiffener_1.L/2 - stiffenerOrigin1 = numpy.array([-self.beam_stiffener_1.T/2, gap, self.beamLeft.length / 2 + self.beamRight.D/2 + self.beam_stiffener_1.W/2]) - stiffener1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_1.place(stiffenerOrigin1, stiffener1_uDir, stiffener1_wDir) - - def create_beam_stiffener_2Geometry(self): - gap = self.beamLeft.D / 2 + self.plateRight.T + self.beam_stiffener_1.L/2 - stiffenerOrigin2 = numpy.array([self.beam_stiffener_1.T/2, gap, self.beamLeft.length / 2 - self.beamRight.D/2 - self.beam_stiffener_1.W/2]) - stiffener2_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_2.place(stiffenerOrigin2, stiffener2_uDir, stiffener2_wDir) - - ############################################## creating weld sections ######################################## - def create_bbWeldAbvFlang_21(self): - weldAbvFlangOrigin_21 = numpy.array([-self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 + self.beamRight.D / 2]) - uDirAbv_21 = numpy.array([0, 1.0, 0]) - wDirAbv_21 = numpy.array([1.0, 0, 0]) - self.bbWeldAbvFlang_21.place(weldAbvFlangOrigin_21, uDirAbv_21, wDirAbv_21) - - def create_bbWeldAbvFlang_22(self): - weldAbvFlangOrigin_22 = numpy.array([self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - self.beamRight.D / 2]) - uDirAbv_22 = numpy.array([0, 1.0, 0]) - wDirAbv_22 = numpy.array([-1.0, 0, 0]) - self.bbWeldAbvFlang_22.place(weldAbvFlangOrigin_22, uDirAbv_22, wDirAbv_22) - - def create_bbWeldBelwFlang_21(self): - weldBelwFlangOrigin_21 = numpy.array([-self.beamRight.t / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 + (self.beamRight.D / 2) - - self.beamRight.T]) - uDirBelw_21 = numpy.array([0, 1.0, 0]) - wDirBelw_21 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_21.place(weldBelwFlangOrigin_21, uDirBelw_21, wDirBelw_21) - - def create_bbWeldBelwFlang_22(self): - weldBelwFlangOrigin_22 = numpy.array([self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 + (self.beamRight.D / 2) - - self.beamRight.T]) - uDirBelw_22 = numpy.array([0, 1.0, 0]) - wDirBelw_22 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_22.place(weldBelwFlangOrigin_22, uDirBelw_22, wDirBelw_22) - - def create_bbWeldBelwFlang_23(self): - weldBelwFlangOrigin_23 = numpy.array([-self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - (self.beamRight.D / 2) + - self.beamRight.T]) - uDirBelw_23 = numpy.array([0, 1.0, 0]) - wDirBelw_23 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_23.place(weldBelwFlangOrigin_23, uDirBelw_23, wDirBelw_23) - - def create_bbWeldBelwFlang_24(self): - weldBelwFlangOrigin_24 = numpy.array([self.beamRight.t / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - (self.beamRight.D / 2) + - self.beamRight.T]) - uDirBelw_24 = numpy.array([0, 1.0, 0]) - wDirBelw_24 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_24.place(weldBelwFlangOrigin_24, uDirBelw_24, wDirBelw_24) - - def create_bbWeldSideWeb_21(self): - weldSideWebOrigin_21 = numpy.array([-self.beamLeft.t / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - self.bbWeldSideWeb_21.L / 2]) - uDirWeb_21 = numpy.array([0, 1.0, 0]) - wDirWeb_21 = numpy.array([0, 0, 1.0]) - self.bbWeldSideWeb_21.place(weldSideWebOrigin_21, uDirWeb_21, wDirWeb_21) - - def create_bbWeldSideWeb_22(self): - weldSideWebOrigin_22 = numpy.array([self.beamLeft.t / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 + self.bbWeldSideWeb_21.L / 2]) - uDirWeb_22 = numpy.array([0, 1.0, 0]) - wDirWeb_22 = numpy.array([0, 0, -1.0]) - self.bbWeldSideWeb_22.place(weldSideWebOrigin_22, uDirWeb_22, wDirWeb_22) - - def create_contPL1Weld_U1(self): - contPL1Weld_Origin_U1 = numpy.array([self.beamLeft.t/2 ,-self.beamLeft.D/2 + self.beamLeft.T,self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T / 2 + self.contPlate_L1.T/2]) - uDirWeb_U1 = numpy.array([0.0, 1.0, 0]) - wDirWeb_U1 = numpy.array([1.0, 0, 0.0]) - self.contPL1Weld_U1.place(contPL1Weld_Origin_U1, uDirWeb_U1, wDirWeb_U1) - - ############################################################################################################# - # Following functions returns the CAD model to the function display_3DModel of main file # - ############################################################################################################# - def get_beamLModel(self): - return self.beamLModel - - def get_beamRModel(self): - return self.beamRModel - - def get_plateRModel(self): - return self.plateRModel - - def get_nutboltmodels(self): - return self.nut_bolt_array.get_models() - - def get_contPlate_L1Model(self): - return self.contPlate_L1Model - - def get_contPlate_L2Model(self): - return self.contPlate_L2Model - - def get_contPlate_R1Model(self): - return self.contPlate_R1Model - - def get_contPlate_R2Model(self): - return self.contPlate_R2Model - - def get_beam_stiffener_1Model(self): - return self.beam_stiffener_1Model - - def get_beam_stiffener_2Model(self): - return self.beam_stiffener_2Model - - def get_bbWeldAbvFlang_21Model(self): - return self.bbWeldAbvFlang_21Model - - def get_bbWeldAbvFlang_22Model(self): - return self.bbWeldAbvFlang_22Model - - def get_bbWeldBelwFlang_21Model(self): - return self.bbWeldBelwFlang_21Model - - def get_bbWeldBelwFlang_22Model(self): - return self.bbWeldBelwFlang_22Model - - def get_bbWeldBelwFlang_23Model(self): - return self.bbWeldBelwFlang_23Model - - def get_bbWeldBelwFlang_24Model(self): - return self.bbWeldBelwFlang_24Model - - def get_bbWeldSideWeb_21Model(self): - return self.bbWeldSideWeb_21Model - - def get_bbWeldSideWeb_22Model(self): - return self.bbWeldSideWeb_22Model - - def get_contPL1Weld_U1Model(self): - return self.contPL1Weld_U1Model - -class CADColWebFillet(CADFillet): - - def createBeamLGeometry(self): - beamOriginL = numpy.array([0.0, self.beamLeft.D/2 - self.beamLeft.t/2, 0.0]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - - - ############################################## Adding contPlates ######################################## - - def create_contPlate_L1Geometry(self): - beamOriginL = numpy.array( - [0.0, self.beamLeft.D / 2 - self.beamLeft.t - self.contPlate_L1.W / 2, - self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T / 2 + self.contPlate_L1.T/2]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_L2Geometry(self): - beamOriginL = numpy.array( - [0.0, self.beamLeft.D / 2 - self.beamLeft.t - self.contPlate_L2.W / 2, - self.beamLeft.length / 2 - self.beamRight.D / 2 + self.beamRight.T / 2 + self.contPlate_L2.T/2]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L2.place(beamOriginL, beamL_uDir, beamL_wDir) - - - - - ############################################################################################################# - # Following functions returns the CAD model to the function display_3DModel of main file # - ############################################################################################################# - - def get_beamLModel(self): - return self.beamLModel - - - def get_contPlate_L1Model(self): - return self.contPlate_L1Model - - def get_contPlate_L2Model(self): - return self.contPlate_L2Model - -class CADGroove(object): - - def __init__(self, beamLeft, beamRight, plateRight, nut_bolt_array, bcWeldFlang_1, bcWeldFlang_2, bcWeldWeb_3, - contPlate_L1,contPlate_L2,contPlate_R1,contPlate_R2,beam_stiffener_1,beam_stiffener_2, endplate_type, outputobj): - - # Initializing the arguments - self.beamLeft = beamLeft # beamLeft represents the column - self.beamRight = beamRight - self.plateRight = plateRight - self.nut_bolt_array = nut_bolt_array - self.beamRight.length = 1000.0 - self.contPlate_L1 = contPlate_L1 - self.contPlate_L2 = contPlate_L2 - self.contPlate_R1 = contPlate_R1 - self.contPlate_R2 = contPlate_R2 - self.beam_stiffener_1 = beam_stiffener_1 - self.beam_stiffener_2 = beam_stiffener_2 - self.endplate_type = endplate_type - self.outputobj = outputobj - self.boltProjection = float(outputobj["Bolt"]['projection']) # gives the bolt projection - # self.Lv = float(outputobj["Bolt"]["Lv"]) - - self.boltProjection = float(outputobj["Bolt"]['projection']) # gives the bolt projection d - - - # Weld above flange for left and right beam - self.bcWeldFlang_1 = bcWeldFlang_1 - self.bcWeldFlang_2 = bcWeldFlang_2 - self.bcWeldWeb_3 = bcWeldWeb_3 - - - - - def create_3DModel(self): - """ - :return: CAD model of each entity such as Left beam, right beam, both end plates and so on - """ - self.createBeamLGeometry() - self.createBeamRGeometry() - self.createPlateRGeometry() - self.create_nut_bolt_array() - self.create_contPlate_L1Geometry() - self.create_contPlate_L2Geometry() - self.create_contPlate_R1Geometry() - self.create_contPlate_R2Geometry() - self.create_beam_stiffener_1Geometry() - self.create_beam_stiffener_2Geometry() - - - self.create_bcWeldFlang_1() - self.create_bcWeldFlang_2() - self.create_bcWeldWeb_3() - - - # call for create_model of filletweld from Components directory - self.beamLModel = self.beamLeft.create_model() - self.beamRModel = self.beamRight.create_model() - self.plateRModel = self.plateRight.create_model() - self.nutBoltArrayModels = self.nut_bolt_array.create_model() - self.contPlate_L1Model = self.contPlate_L1.create_model() - self.contPlate_L2Model = self.contPlate_L2.create_model() - self.contPlate_R1Model = self.contPlate_R1.create_model() - self.contPlate_R2Model = self.contPlate_R2.create_model() - self.beam_stiffener_1Model = self.beam_stiffener_1.create_model() - self.beam_stiffener_2Model = self.beam_stiffener_2.create_model() - - self.bcWeldFlang_1Model = self.bcWeldFlang_1.create_model() - self.bcWeldFlang_2Model = self.bcWeldFlang_2.create_model() - self.bcWeldWeb_3Model = self.bcWeldWeb_3.create_model() - -############################################################################################################# -# Following functions takes inputs as origin, u direction and w direction of concerned component to place # -# same component at appropriate place # -############################################################################################################# - - def createBeamLGeometry(self): - beamOriginL = numpy.array([0.0,0.0,0.0 ]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - def createBeamRGeometry(self): - gap = self.beamLeft.D /2 + self.plateRight.T + self.bcWeldWeb_3.b /2 - beamOriginR = numpy.array([0.0, gap, self.beamLeft.length /2 ]) - beamR_uDir = numpy.array([1.0, 0.0, 0.0]) - beamR_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamRight.place(beamOriginR, beamR_uDir, beamR_wDir) - - def createPlateRGeometry(self): - - if self.endplate_type == "one_way": - gap = 0.5 * self.plateRight.T + self.beamLeft.D / 2 - plateOriginR = numpy.array([-self.plateRight.W / 2, gap, self.beamLeft.length / 2 + (self.plateRight.L/2 - self.boltProjection - self.beamRight.D /2)]) #TODO #Add weld thickness here - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - else: #self.endplate_type == "both_way" and flushed - gap = 0.5 * self.plateRight.T + self.beamLeft.D/2 - plateOriginR = numpy.array([-self.plateRight.W/2, gap, self.beamLeft.length /2 ]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - - - def create_nut_bolt_array(self): - - if self.endplate_type == "one_way": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array([0.0, self.beamLeft.T, + (self.plateRight.L/2 )]) # self.plateRight.L/2+ (self.plateRight.L/2 - (10) - self.beamRight.D /2) - 40#TODO add end distance here #self.plateRight.L/2 + (self.plateRight.L/2 - (10 + 8) - self.beamRight.D /2) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - elif self.endplate_type == "both_way": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array([0.0, self.beamLeft.T , self.plateRight.L /2]) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - elif self.endplate_type == "flush": - nutboltArrayOrigin = self.plateRight.sec_origin + numpy.array([0.0, self.beamLeft.T, self.beamRight.D/2]) #TODO Add self.Lv instead of 25 - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, -1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - ############################################## Adding contPlates ######################################## - - def create_contPlate_L1Geometry(self): - beamOriginL = numpy.array([self.beamLeft.B/2 - self.contPlate_L1.W/2, 0.0, self.beamLeft.length/2 + self.beamRight.D/2 - self.beamRight.T/2 + self.contPlate_L1.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_L2Geometry(self): - beamOriginL = numpy.array([self.beamLeft.B/2 - self.contPlate_L2.W/2, 0.0, self.beamLeft.length/2 - self.beamRight.D/2 + self.beamRight.T/2 + self.contPlate_L2.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L2.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_R1Geometry(self): - beamOriginL = numpy.array([-self.beamLeft.B/2 + self.contPlate_R1.W/2, 0.0, self.beamLeft.length/2 + self.beamRight.D/2 - self.beamRight.T/2 - self.contPlate_R1.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.contPlate_R1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_R2Geometry(self): - beamOriginL = numpy.array([-self.beamLeft.B/2 + self.contPlate_R2.W/2, 0.0, self.beamLeft.length/2 - self.beamRight.D/2 + self.beamRight.T/2 - self.contPlate_R2.T/2]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.contPlate_R2.place(beamOriginL, beamL_uDir, beamL_wDir) - - ############################################## Adding beam stiffeners ############################################# - def create_beam_stiffener_1Geometry(self): - gap = self.beamLeft.D / 2 + self.plateRight.T + self.beam_stiffener_1.L/2 - stiffenerOrigin1 = numpy.array([-self.beam_stiffener_1.T/2, gap, self.beamLeft.length / 2 + self.beamRight.D/2 + self.beam_stiffener_1.W/2]) - stiffener1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_1.place(stiffenerOrigin1, stiffener1_uDir, stiffener1_wDir) - - def create_beam_stiffener_2Geometry(self): - gap = self.beamLeft.D / 2 + self.plateRight.T + self.beam_stiffener_1.L/2 - stiffenerOrigin2 = numpy.array([self.beam_stiffener_1.T/2, gap, self.beamLeft.length / 2 - self.beamRight.D/2 - self.beam_stiffener_1.W/2]) - stiffener2_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_2.place(stiffenerOrigin2, stiffener2_uDir, stiffener2_wDir) - - ############################################## creating weld sections ######################################## - - def create_bcWeldFlang_1(self): - weldFlangOrigin_1 = numpy.array([-self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T/2]) - uDir_1 = numpy.array([0, 1.0, 0]) - wDir_1 = numpy.array([1.0, 0, 0]) - self.bcWeldFlang_1.place(weldFlangOrigin_1, uDir_1, wDir_1) - def create_bcWeldFlang_2(self): - weldFlangOrigin_2 = numpy.array([self.beamRight.B / 2, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - self.beamRight.D / 2 + self.beamRight.T/2]) - uDir_2 = numpy.array([0, 1.0, 0]) - wDir_2 = numpy.array([-1.0, 0, 0]) - self.bcWeldFlang_2.place(weldFlangOrigin_2, uDir_2, wDir_2) - def create_bcWeldWeb_3(self): - weldWebOrigin_3 = numpy.array([0.0, self.beamLeft.D / 2 + self.plateRight.T, - self.beamLeft.length / 2 - self.bcWeldWeb_3.L / 2]) - uDirWeb_3 = numpy.array([0, 1.0, 0]) - wDirWeb_3 = numpy.array([0, 0, 1.0]) - self.bcWeldWeb_3.place(weldWebOrigin_3, uDirWeb_3, wDirWeb_3) - - -############################################################################################################# -# Following functions returns the CAD model to the function display_3DModel of main file # -############################################################################################################# - def get_beamLModel(self): - return self.beamLModel - - def get_beamRModel(self): - return self.beamRModel - - def get_plateRModel(self): - return self.plateRModel - - def get_nutboltmodels(self): - return self.nut_bolt_array.get_models() - - def get_contPlate_L1Model(self): - return self.contPlate_L1Model - - def get_contPlate_L2Model(self): - return self.contPlate_L2Model - - def get_contPlate_R1Model(self): - return self.contPlate_R1Model - - def get_contPlate_R2Model(self): - return self.contPlate_R2Model - - def get_beam_stiffener_1Model(self): - return self.beam_stiffener_1Model - - def get_beam_stiffener_2Model(self): - return self.beam_stiffener_2Model - - def get_bcWeldFlang_1Model(self): - return self.bcWeldFlang_1Model - - def get_bcWeldFlang_2Model(self): - return self.bcWeldFlang_2Model - - def get_bcWeldWeb_3Model(self): - return self.bcWeldWeb_3Model - - -class CADcolwebGroove(CADGroove): - def createBeamLGeometry(self): - beamOriginL = numpy.array([0.0, self.beamLeft.D/2 - self.beamLeft.t/2, 0.0]) - beamL_uDir = numpy.array([0.0, 1.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - - - ############################################## Adding contPlates ######################################## - - def create_contPlate_L1Geometry(self): - beamOriginL = numpy.array( - [0.0, self.beamLeft.D/2 - self.beamLeft.t - self.contPlate_L1.W/2, self.beamLeft.length / 2 + self.beamRight.D / 2 - self.beamRight.T / 2 + self.contPlate_L1.T/2]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L1.place(beamOriginL, beamL_uDir, beamL_wDir) - - def create_contPlate_L2Geometry(self): - beamOriginL = numpy.array( - [0.0, self.beamLeft.D/2 - self.beamLeft.t - self.contPlate_L2.W/2, self.beamLeft.length / 2 - self.beamRight.D / 2 + self.beamRight.T / 2 + self.contPlate_L2.T/2]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 0.0, -1.0]) - self.contPlate_L2.place(beamOriginL, beamL_uDir, beamL_wDir) \ No newline at end of file diff --git a/Connections/Moment/BCEndPlate/icons_rc.py b/Connections/Moment/BCEndPlate/icons_rc.py deleted file mode 100644 index 8e1728905..000000000 --- a/Connections/Moment/BCEndPlate/icons_rc.py +++ /dev/null @@ -1,19399 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt5 (Qt v5.6.0) -# -# WARNING! 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-\x38\x2f\x31\x54\x59\x73\x66\x4b\x78\x4b\x6f\x57\x79\x6b\x69\x20\ -\x31\x2b\x4e\x74\x72\x4c\x59\x6a\x63\x6e\x49\x73\x6b\x37\x32\x37\ -\x37\x30\x41\x69\x30\x37\x30\x36\x6e\x75\x34\x36\x46\x74\x7a\x6c\ -\x68\x52\x38\x70\x33\x47\x45\x37\x55\x44\x33\x5a\x77\x56\x6b\x58\ -\x44\x76\x69\x2f\x4f\x68\x4d\x2b\x79\x39\x63\x72\x5a\x59\x4d\x31\ -\x43\x68\x6f\x74\x4b\x78\x69\x79\x2f\x4c\x65\x71\x20\x71\x33\x38\ -\x42\x39\x68\x6a\x68\x39\x4c\x2b\x35\x61\x68\x77\x61\x7a\x32\x54\ -\x66\x30\x35\x37\x71\x65\x6e\x61\x6b\x65\x37\x65\x31\x62\x64\x6a\ -\x6f\x6d\x4d\x36\x37\x67\x52\x61\x50\x5a\x6b\x48\x6b\x75\x69\x6b\ -\x4f\x4c\x44\x56\x63\x39\x41\x53\x50\x34\x39\x74\x7a\x61\x76\x78\ -\x6c\x43\x76\x73\x64\x6c\x6e\x69\x6d\x20\x2b\x31\x6c\x67\x34\x2b\ -\x44\x6a\x79\x74\x54\x37\x73\x63\x4b\x57\x2f\x79\x78\x56\x76\x52\ -\x5a\x76\x59\x39\x55\x6a\x36\x70\x34\x59\x54\x33\x66\x65\x36\x33\ -\x56\x74\x50\x4e\x50\x39\x7a\x31\x67\x6d\x2b\x7a\x35\x31\x35\x61\ -\x33\x41\x6e\x51\x77\x2f\x34\x35\x71\x4c\x38\x75\x33\x4e\x47\x39\ -\x61\x76\x44\x64\x66\x56\x20\x48\x54\x4d\x4a\x51\x33\x2f\x44\x55\ -\x34\x34\x56\x47\x52\x35\x66\x78\x50\x4a\x2f\x55\x65\x47\x72\x65\ -\x4d\x78\x41\x42\x76\x45\x76\x67\x61\x38\x4d\x2f\x4e\x55\x64\x43\ -\x37\x5a\x64\x30\x32\x53\x36\x78\x74\x2b\x41\x47\x6f\x2f\x6d\x6a\ -\x59\x37\x42\x49\x52\x4f\x56\x64\x34\x6c\x45\x49\x6e\x4d\x30\x74\ -\x33\x55\x66\x20\x67\x62\x31\x64\x56\x2f\x59\x53\x59\x57\x2f\x67\ -\x4c\x63\x42\x38\x6a\x39\x4d\x66\x69\x6d\x65\x79\x58\x6e\x46\x5a\ -\x30\x30\x61\x34\x33\x6e\x38\x76\x77\x72\x47\x44\x44\x76\x63\x43\ -\x2f\x77\x43\x65\x56\x74\x47\x6e\x63\x49\x79\x6e\x45\x35\x32\x64\ -\x36\x78\x68\x70\x52\x6a\x4e\x4b\x49\x6f\x48\x61\x54\x36\x6a\x4b\ -\x20\x7a\x2f\x48\x2b\x62\x6d\x77\x31\x30\x4a\x50\x61\x4d\x31\x32\ -\x6a\x6e\x6e\x6b\x32\x32\x48\x58\x37\x75\x61\x35\x65\x41\x6f\x7a\ -\x6d\x76\x62\x78\x4c\x58\x44\x6b\x33\x31\x74\x6b\x5a\x47\x2b\x33\ -\x39\x2f\x39\x4d\x6f\x47\x36\x77\x53\x42\x4f\x76\x72\x39\x7a\x58\ -\x45\x76\x52\x5a\x34\x36\x77\x69\x6e\x76\x67\x72\x79\x20\x31\x58\ -\x69\x6d\x38\x32\x6f\x6d\x47\x4b\x38\x55\x73\x66\x33\x37\x71\x38\ -\x76\x44\x77\x4c\x79\x68\x72\x5a\x72\x4b\x53\x38\x57\x42\x36\x58\ -\x51\x36\x4e\x64\x72\x37\x68\x66\x33\x2b\x42\x6a\x58\x30\x59\x42\ -\x48\x5a\x58\x34\x54\x39\x56\x64\x6d\x62\x55\x57\x2f\x4c\x79\x2f\ -\x6e\x78\x54\x4f\x66\x33\x52\x74\x76\x58\x20\x56\x42\x43\x78\x2f\ -\x42\x63\x71\x58\x44\x61\x4b\x55\x31\x38\x44\x48\x6b\x56\x30\x6c\ -\x62\x72\x6d\x71\x6b\x52\x48\x78\x7a\x4f\x41\x4d\x39\x62\x2b\x77\ -\x6c\x62\x64\x70\x30\x47\x76\x6f\x49\x53\x78\x51\x6a\x67\x2b\x6e\ -\x73\x36\x57\x38\x6a\x6b\x4f\x53\x79\x6a\x67\x66\x78\x63\x75\x6c\ -\x34\x6f\x77\x55\x6a\x54\x38\x20\x4e\x6b\x55\x75\x54\x68\x54\x65\ -\x2b\x30\x6b\x78\x77\x6d\x38\x6b\x79\x67\x5a\x72\x45\x49\x58\x79\ -\x56\x76\x6c\x76\x67\x5a\x37\x44\x38\x4e\x76\x59\x4c\x73\x68\x56\ -\x4f\x59\x78\x76\x5a\x44\x4b\x5a\x39\x5a\x50\x56\x66\x39\x44\x79\ -\x76\x39\x65\x41\x4f\x2f\x42\x59\x6a\x67\x67\x38\x6c\x7a\x63\x71\ -\x56\x70\x52\x4b\x20\x52\x41\x36\x48\x71\x2b\x76\x4a\x6d\x65\x38\ -\x45\x33\x67\x57\x38\x45\x32\x67\x59\x37\x7a\x67\x4d\x51\x2f\x63\ -\x61\x7a\x5a\x4a\x32\x4b\x67\x6c\x5a\x74\x51\x63\x4c\x73\x6e\x6f\ -\x63\x6c\x37\x34\x4b\x72\x41\x4c\x75\x38\x54\x6e\x38\x6f\x54\x57\ -\x62\x37\x52\x71\x78\x72\x33\x72\x2f\x35\x30\x58\x34\x45\x64\x37\ -\x66\x20\x69\x63\x32\x47\x47\x73\x63\x4e\x32\x6a\x51\x5a\x44\x78\ -\x49\x4a\x31\x48\x31\x59\x56\x53\x38\x44\x36\x6f\x63\x39\x45\x58\ -\x31\x4d\x48\x66\x6d\x76\x65\x44\x62\x62\x50\x73\x45\x2b\x33\x31\ -\x43\x55\x44\x64\x59\x41\x77\x67\x48\x2f\x34\x53\x68\x58\x41\x34\ -\x33\x44\x6e\x61\x66\x6f\x6f\x34\x4b\x65\x55\x38\x71\x5a\x20\x50\ -\x6c\x45\x69\x67\x64\x70\x50\x71\x73\x71\x56\x4a\x5a\x71\x66\x79\ -\x47\x45\x65\x6e\x73\x6c\x6b\x74\x67\x49\x45\x2f\x66\x36\x33\x47\ -\x44\x35\x4f\x52\x44\x6b\x52\x68\x69\x59\x75\x6a\x35\x4e\x4d\x50\ -\x4a\x4f\x31\x6d\x65\x46\x69\x70\x73\x33\x4e\x7a\x5a\x57\x62\x4e\ -\x36\x78\x2f\x6c\x59\x6d\x56\x47\x33\x4f\x42\x20\x4a\x77\x52\x2b\ -\x37\x37\x72\x79\x2b\x30\x52\x6e\x35\x37\x38\x47\x6e\x78\x43\x32\ -\x61\x72\x38\x49\x55\x6d\x6f\x32\x75\x55\x6c\x78\x6a\x30\x31\x6b\ -\x75\x73\x64\x6a\x4f\x44\x32\x70\x71\x61\x6c\x5a\x4d\x4b\x2f\x43\ -\x2f\x43\x62\x6f\x5a\x78\x6b\x6d\x61\x70\x37\x43\x7a\x50\x48\x63\ -\x65\x43\x5a\x37\x33\x57\x54\x31\x20\x2f\x58\x71\x6e\x62\x4c\x43\ -\x41\x53\x47\x54\x78\x59\x75\x32\x74\x2b\x6a\x36\x46\x4d\x49\x58\ -\x68\x33\x70\x50\x31\x4b\x6e\x70\x65\x49\x74\x31\x31\x45\x31\x50\ -\x38\x5a\x51\x35\x5a\x2f\x73\x73\x45\x53\x6f\x51\x31\x79\x50\x33\ -\x41\x57\x6b\x48\x66\x71\x2f\x43\x6d\x53\x65\x77\x32\x42\x2f\x77\ -\x62\x30\x52\x76\x69\x20\x36\x61\x34\x66\x54\x75\x4a\x39\x78\x30\ -\x33\x49\x71\x72\x31\x65\x6b\x4e\x50\x77\x58\x43\x61\x50\x69\x31\ -\x5a\x55\x37\x68\x61\x54\x50\x38\x52\x53\x6e\x61\x75\x4c\x50\x73\ -\x70\x53\x79\x38\x36\x4e\x6f\x4d\x66\x47\x4d\x31\x31\x2f\x6d\x36\ -\x53\x2b\x64\x36\x4c\x42\x73\x70\x59\x35\x75\x44\x38\x52\x37\x78\ -\x69\x34\x20\x67\x64\x7a\x6c\x63\x2f\x6a\x45\x61\x47\x61\x4b\x62\ -\x33\x54\x4b\x42\x67\x73\x49\x57\x2f\x34\x72\x67\x4d\x38\x4d\x65\ -\x35\x4c\x49\x54\x52\x55\x4f\x35\x37\x56\x30\x64\x67\x36\x4a\x77\ -\x4a\x34\x69\x4a\x47\x7a\x35\x62\x77\x4b\x6d\x4b\x71\x77\x68\x49\ -\x66\x43\x4d\x4b\x73\x2b\x70\x49\x63\x2f\x34\x79\x44\x2b\x37\x20\ -\x70\x47\x35\x39\x2b\x35\x6f\x31\x35\x4b\x61\x6f\x76\x34\x6c\x67\ -\x52\x67\x50\x56\x6a\x58\x6c\x38\x65\x77\x75\x36\x46\x38\x70\x65\ -\x77\x44\x36\x41\x4e\x63\x48\x37\x62\x73\x52\x44\x58\x62\x58\x49\ -\x71\x34\x59\x68\x52\x37\x65\x6e\x4f\x70\x2b\x63\x59\x42\x38\x6a\ -\x45\x71\x71\x76\x50\x56\x4e\x45\x66\x67\x77\x73\x20\x48\x65\x61\ -\x30\x72\x4d\x4c\x48\x45\x70\x6e\x73\x48\x36\x5a\x36\x50\x4c\x4f\ -\x5a\x73\x73\x45\x43\x47\x71\x7a\x61\x6f\x31\x78\x4b\x61\x6a\x36\ -\x31\x4b\x76\x79\x2f\x52\x43\x62\x72\x56\x53\x42\x68\x53\x69\x6b\ -\x75\x69\x66\x34\x49\x54\x44\x53\x73\x59\x5a\x50\x43\x33\x30\x48\ -\x2f\x43\x76\x7a\x64\x4e\x53\x72\x58\x20\x54\x4a\x63\x67\x33\x31\ -\x51\x53\x39\x76\x73\x62\x78\x43\x65\x48\x71\x75\x6f\x68\x41\x6f\ -\x64\x4f\x34\x6d\x78\x7a\x67\x36\x70\x78\x5a\x4b\x4b\x6a\x59\x38\ -\x30\x6b\x33\x57\x39\x45\x49\x6a\x55\x31\x64\x56\x70\x68\x2f\x42\ -\x77\x34\x63\x5a\x6a\x54\x2f\x68\x62\x50\x5a\x41\x2b\x65\x72\x6a\ -\x48\x4e\x52\x73\x6f\x47\x20\x69\x30\x4b\x6b\x39\x2f\x6f\x4f\x66\ -\x78\x5a\x59\x4d\x76\x43\x34\x77\x45\x74\x35\x6f\x32\x4b\x76\x56\ -\x43\x71\x31\x62\x59\x61\x47\x78\x72\x4c\x71\x36\x6f\x55\x39\x6c\ -\x65\x59\x44\x6a\x43\x78\x52\x4d\x35\x44\x4e\x43\x67\x38\x42\x44\ -\x35\x6d\x69\x6a\x37\x61\x6e\x75\x35\x35\x6e\x48\x4c\x74\x6d\x72\ -\x7a\x63\x69\x20\x4e\x54\x56\x31\x62\x71\x56\x35\x4b\x4f\x6f\x65\ -\x49\x38\x69\x37\x67\x62\x70\x78\x33\x4f\x5a\x6c\x63\x49\x2b\x63\ -\x4b\x76\x2f\x6b\x53\x42\x52\x54\x67\x58\x35\x4b\x6f\x56\x62\x6a\ -\x7a\x69\x69\x58\x78\x44\x75\x79\x58\x35\x76\x2b\x55\x63\x30\x65\ -\x79\x67\x61\x72\x53\x4e\x6a\x79\x58\x77\x64\x38\x5a\x4e\x44\x68\ -\x20\x76\x47\x4e\x55\x2b\x47\x64\x36\x4e\x74\x4a\x55\x56\x31\x65\ -\x54\x4d\x2f\x52\x76\x51\x45\x6c\x6c\x53\x34\x48\x6e\x46\x4c\x30\ -\x66\x6b\x66\x73\x58\x4c\x4b\x35\x65\x76\x58\x62\x74\x32\x74\x35\ -\x70\x48\x4f\x4a\x73\x78\x41\x6a\x57\x31\x53\x30\x58\x77\x7a\x33\ -\x57\x45\x44\x6c\x4f\x6c\x65\x57\x4d\x48\x43\x6a\x64\x20\x62\x59\ -\x67\x65\x32\x5a\x37\x75\x2b\x72\x2f\x70\x47\x47\x41\x70\x69\x75\ -\x45\x56\x2f\x7a\x50\x34\x75\x4f\x49\x65\x4d\x70\x6e\x4f\x2f\x39\ -\x63\x6a\x5a\x59\x4e\x56\x4a\x42\x54\x77\x76\x30\x65\x55\x49\x66\ -\x34\x42\x56\x54\x30\x7a\x30\x64\x48\x31\x71\x35\x6b\x59\x30\x30\ -\x41\x38\x41\x30\x75\x46\x35\x33\x47\x35\x20\x42\x5a\x64\x62\x79\ -\x74\x76\x66\x77\x31\x4e\x59\x63\x70\x6b\x6e\x6f\x33\x6f\x61\x77\ -\x71\x45\x4d\x4e\x56\x35\x5a\x64\x65\x56\x64\x69\x63\x37\x4f\x74\ -\x54\x4d\x78\x76\x6f\x47\x45\x4c\x66\x2b\x64\x44\x46\x30\x61\x62\ -\x6f\x78\x6e\x73\x72\x76\x79\x48\x7a\x42\x54\x48\x6f\x36\x79\x77\ -\x53\x72\x53\x31\x4e\x52\x55\x20\x6c\x64\x75\x36\x4b\x63\x74\x67\ -\x4a\x36\x7a\x49\x48\x66\x46\x30\x35\x79\x6b\x7a\x4d\x36\x71\x64\ -\x4b\x51\x53\x57\x36\x70\x57\x49\x33\x4f\x2f\x6d\x75\x53\x57\x5a\ -\x7a\x54\x34\x2f\x30\x32\x4e\x36\x50\x52\x49\x4f\x56\x39\x64\x72\ -\x7a\x6a\x79\x74\x73\x50\x75\x6f\x42\x77\x46\x64\x71\x48\x46\x34\ -\x76\x4b\x50\x6a\x20\x33\x7a\x4d\x39\x74\x71\x4a\x37\x6f\x70\x74\ -\x42\x6e\x30\x4f\x42\x33\x38\x59\x79\x32\x66\x66\x4e\x30\x4c\x42\ -\x6d\x44\x57\x57\x44\x4e\x59\x43\x77\x35\x66\x38\x56\x51\x33\x66\ -\x6c\x74\x73\x33\x70\x64\x66\x77\x76\x72\x46\x2b\x2f\x61\x53\x62\ -\x47\x56\x47\x5a\x71\x43\x51\x61\x72\x4c\x62\x4e\x48\x33\x46\x68\ -\x33\x20\x64\x2b\x64\x4d\x6a\x77\x55\x67\x57\x46\x39\x2f\x69\x4f\ -\x47\x52\x2b\x43\x30\x69\x4b\x32\x50\x70\x7a\x68\x74\x6d\x59\x6b\ -\x79\x7a\x69\x58\x4c\x79\x38\x30\x42\x55\x62\x2f\x63\x34\x4f\x6e\ -\x64\x37\x70\x66\x6d\x65\x61\x52\x2f\x4c\x4c\x43\x59\x61\x44\x48\ -\x79\x79\x77\x51\x35\x63\x31\x57\x44\x62\x2f\x57\x6c\x4c\x20\x44\ -\x61\x48\x41\x71\x5a\x47\x67\x31\x64\x49\x51\x73\x6f\x59\x49\x41\ -\x55\x59\x69\x4e\x58\x55\x4e\x51\x65\x76\x70\x68\x6d\x44\x67\x71\ -\x34\x58\x58\x31\x75\x37\x52\x6b\x50\x57\x64\x71\x46\x32\x2f\x30\ -\x38\x79\x31\x71\x61\x36\x75\x70\x72\x6d\x6d\x5a\x71\x53\x63\x7a\ -\x55\x6b\x6c\x6d\x56\x79\x66\x6d\x53\x33\x47\x20\x43\x6b\x41\x4d\ -\x31\x79\x73\x4a\x32\x6a\x58\x7a\x2b\x73\x64\x70\x48\x38\x77\x73\ -\x70\x47\x79\x77\x42\x75\x43\x59\x6c\x66\x63\x44\x6d\x77\x63\x66\ -\x56\x35\x46\x5a\x56\x54\x74\x77\x43\x6a\x41\x59\x4e\x4e\x74\x75\ -\x44\x46\x6f\x66\x69\x41\x59\x44\x7a\x30\x58\x74\x77\x4c\x39\x74\ -\x32\x39\x34\x70\x30\x6c\x7a\x52\x20\x45\x78\x48\x39\x4f\x4f\x4a\ -\x65\x74\x36\x49\x2f\x66\x63\x6d\x64\x4b\x39\x41\x6f\x37\x74\x44\ -\x6b\x62\x61\x4f\x33\x6f\x68\x4a\x59\x72\x75\x67\x65\x41\x45\x5a\ -\x65\x39\x31\x44\x6c\x66\x42\x57\x35\x4e\x52\x54\x79\x52\x2f\x76\ -\x4f\x63\x79\x71\x4d\x64\x56\x76\x6e\x56\x4f\x77\x6b\x61\x68\x67\ -\x4e\x42\x48\x61\x4c\x20\x68\x71\x77\x6a\x6f\x72\x62\x39\x70\x73\ -\x46\x6a\x66\x43\x4d\x69\x36\x68\x6c\x45\x2b\x6c\x51\x35\x61\x4c\ -\x52\x41\x32\x57\x41\x4e\x49\x4a\x56\x4b\x62\x52\x4f\x34\x62\x30\ -\x69\x44\x36\x6a\x45\x31\x30\x2f\x7a\x4c\x50\x31\x31\x45\x67\x6f\ -\x46\x4c\x47\x32\x78\x72\x61\x39\x53\x32\x42\x31\x57\x68\x6c\x70\ -\x4f\x42\x20\x74\x79\x44\x73\x58\x6f\x46\x37\x31\x71\x44\x4c\x2b\ -\x6d\x52\x66\x6c\x73\x64\x74\x36\x31\x77\x41\x56\x53\x6b\x73\x6d\ -\x59\x57\x71\x6b\x66\x70\x55\x32\x4c\x58\x34\x58\x35\x2b\x68\x35\ -\x68\x65\x4c\x2f\x7a\x65\x42\x70\x59\x69\x38\x31\x6e\x64\x65\x4e\ -\x47\x68\x66\x49\x36\x61\x38\x49\x42\x67\x50\x69\x4d\x47\x4c\x20\ -\x6a\x53\x48\x37\x2f\x78\x70\x73\x2b\x77\x31\x62\x53\x69\x73\x59\ -\x72\x4c\x5a\x41\x39\x68\x6c\x38\x58\x43\x6e\x50\x72\x76\x6f\x59\ -\x73\x30\x62\x31\x47\x78\x31\x58\x35\x48\x65\x69\x4f\x74\x69\x35\ -\x4f\x58\x64\x2b\x68\x58\x46\x63\x4e\x2f\x78\x6d\x52\x67\x59\x31\ -\x4d\x59\x79\x6d\x73\x4c\x57\x33\x34\x33\x49\x34\x20\x79\x4a\x34\ -\x69\x47\x41\x71\x2f\x62\x30\x2b\x6b\x66\x77\x74\x67\x71\x4c\x36\ -\x6d\x55\x49\x57\x34\x62\x32\x47\x41\x6b\x4b\x44\x43\x4f\x34\x71\ -\x76\x36\x30\x58\x6b\x67\x75\x62\x6d\x35\x71\x76\x37\x51\x79\x57\ -\x45\x56\x34\x75\x4a\x53\x61\x73\x52\x4c\x6d\x36\x77\x72\x4e\x2b\ -\x4c\x47\x72\x30\x71\x4c\x71\x36\x77\x20\x63\x50\x41\x41\x33\x45\ -\x72\x58\x45\x4d\x64\x41\x68\x43\x32\x46\x36\x34\x33\x61\x59\x6d\ -\x62\x54\x2f\x51\x49\x72\x49\x35\x47\x61\x62\x2f\x6c\x36\x54\x4d\ -\x63\x42\x55\x4e\x30\x49\x30\x42\x51\x4f\x48\x4b\x6a\x4b\x57\x63\ -\x43\x66\x45\x50\x64\x62\x71\x72\x4b\x66\x49\x42\x63\x5a\x42\x76\ -\x65\x2b\x31\x65\x2b\x50\x20\x76\x46\x70\x56\x56\x65\x6e\x54\x2f\ -\x41\x73\x4b\x66\x78\x50\x52\x56\x59\x62\x49\x6f\x79\x33\x78\x7a\ -\x50\x2f\x78\x4f\x74\x35\x46\x4d\x78\x7a\x7a\x47\x44\x78\x6d\x6b\ -\x59\x59\x68\x30\x36\x36\x72\x50\x31\x73\x70\x7a\x37\x41\x47\x73\ -\x54\x32\x76\x39\x77\x46\x62\x42\x78\x39\x58\x6b\x64\x4e\x6d\x59\ -\x44\x67\x54\x20\x6f\x74\x47\x32\x50\x78\x73\x4e\x42\x72\x4b\x75\ -\x4b\x32\x73\x45\x2b\x5a\x34\x67\x4a\x36\x4a\x38\x51\x4a\x54\x62\ -\x47\x6f\x4b\x42\x38\x77\x42\x63\x59\x52\x32\x41\x75\x74\x72\x63\ -\x64\x31\x31\x54\x4d\x4e\x67\x49\x31\x49\x4d\x38\x69\x73\x69\x56\ -\x67\x4e\x32\x7a\x61\x65\x50\x4b\x76\x6e\x5a\x52\x32\x51\x49\x67\ -\x20\x77\x70\x65\x42\x6c\x7a\x47\x35\x77\x53\x57\x2f\x42\x63\x44\ -\x77\x53\x43\x2b\x52\x76\x47\x38\x58\x41\x4e\x57\x43\x2f\x49\x37\ -\x69\x37\x67\x70\x67\x69\x76\x74\x46\x51\x4d\x58\x78\x66\x64\x6f\ -\x78\x6a\x4b\x57\x46\x74\x73\x49\x4d\x79\x30\x57\x69\x78\x64\x66\ -\x2f\x61\x49\x31\x6e\x2f\x74\x36\x57\x53\x50\x38\x59\x20\x6b\x52\ -\x38\x43\x53\x7a\x64\x58\x56\x65\x31\x54\x71\x62\x6f\x55\x35\x55\ -\x6d\x42\x64\x36\x4c\x79\x49\x39\x64\x6c\x54\x54\x52\x6f\x76\x52\ -\x4b\x31\x72\x58\x75\x69\x77\x63\x41\x6e\x4a\x2f\x65\x64\x6e\x42\ -\x37\x45\x71\x38\x77\x61\x64\x4d\x56\x53\x32\x61\x65\x6d\x66\x54\ -\x43\x7a\x6c\x4c\x4c\x42\x47\x6b\x51\x32\x20\x6d\x39\x32\x43\x79\ -\x4e\x41\x70\x75\x4f\x6f\x78\x66\x72\x2f\x66\x53\x2b\x68\x75\x31\ -\x68\x41\x4e\x42\x76\x65\x4e\x42\x67\x50\x33\x52\x57\x78\x37\x66\ -\x77\x41\x58\x74\x67\x48\x56\x41\x72\x66\x68\x61\x4c\x67\x74\x6d\ -\x56\x71\x6b\x4b\x73\x74\x42\x58\x68\x50\x34\x39\x6d\x36\x32\x48\ -\x58\x44\x46\x66\x52\x46\x41\x20\x52\x50\x6f\x4e\x6c\x6f\x70\x37\ -\x63\x4f\x47\x59\x50\x75\x6e\x4c\x75\x31\x63\x41\x32\x31\x53\x35\ -\x63\x45\x56\x78\x52\x71\x35\x46\x67\x2b\x34\x36\x6b\x67\x66\x4f\ -\x41\x76\x59\x7a\x78\x4c\x79\x67\x32\x44\x62\x55\x59\x42\x6e\x75\ -\x4c\x67\x4e\x66\x47\x38\x67\x53\x67\x4b\x71\x46\x75\x37\x36\x45\ -\x63\x43\x33\x49\x20\x70\x39\x54\x55\x43\x49\x43\x6f\x62\x67\x42\ -\x77\x4d\x42\x38\x47\x31\x67\x76\x36\x35\x61\x61\x67\x2f\x63\x2b\ -\x6d\x55\x4f\x43\x30\x31\x6e\x6a\x79\x6b\x6a\x6b\x4c\x46\x38\x33\ -\x74\x64\x64\x30\x31\x4c\x63\x6c\x6b\x61\x31\x73\x71\x38\x35\x36\ -\x32\x5a\x47\x59\x70\x53\x68\x65\x77\x52\x57\x41\x56\x77\x6e\x36\ -\x4b\x20\x48\x74\x62\x6f\x39\x39\x64\x47\x67\x39\x61\x61\x53\x44\ -\x43\x77\x63\x74\x4c\x65\x34\x43\x6c\x6b\x2b\x58\x49\x71\x46\x49\ -\x34\x61\x66\x4c\x79\x34\x48\x43\x7a\x72\x59\x68\x55\x70\x47\x79\ -\x77\x50\x52\x50\x57\x33\x48\x6f\x66\x6e\x7a\x54\x57\x5a\x56\x62\ -\x75\x46\x79\x35\x5a\x56\x4c\x39\x77\x39\x45\x4f\x6a\x7a\x20\x42\ -\x32\x45\x59\x62\x67\x58\x43\x4d\x59\x61\x70\x37\x77\x64\x77\x7a\ -\x64\x78\x44\x41\x41\x70\x7a\x32\x7a\x4b\x5a\x42\x45\x42\x37\x4b\ -\x76\x57\x73\x6f\x4c\x38\x41\x35\x75\x52\x46\x33\x31\x64\x54\x45\ -\x33\x67\x4a\x79\x47\x74\x42\x65\x62\x53\x49\x76\x71\x50\x76\x33\ -\x37\x78\x70\x66\x42\x50\x59\x44\x4e\x71\x51\x20\x44\x41\x55\x2b\ -\x42\x43\x43\x69\x6d\x77\x44\x45\x63\x43\x76\x61\x6b\x35\x6b\x2f\ -\x41\x39\x63\x70\x65\x67\x79\x41\x61\x72\x39\x2f\x61\x67\x63\x69\ -\x69\x77\x41\x4d\x70\x63\x38\x2f\x74\x52\x6a\x59\x76\x48\x62\x74\ -\x32\x6c\x35\x4d\x2f\x51\x47\x77\x69\x79\x43\x58\x46\x4e\x74\x65\ -\x41\x59\x6a\x48\x34\x78\x33\x71\x20\x63\x35\x63\x72\x2f\x45\x71\ -\x46\x5a\x6b\x56\x75\x61\x77\x77\x46\x6e\x2b\x72\x5a\x75\x44\x45\ -\x30\x4d\x46\x55\x71\x48\x50\x61\x48\x45\x47\x71\x42\x76\x37\x59\ -\x6d\x4d\x79\x65\x30\x4a\x54\x4f\x31\x5a\x6c\x58\x50\x78\x35\x31\ -\x4b\x33\x37\x47\x71\x76\x41\x33\x56\x55\x46\x4d\x67\x59\x45\x65\ -\x44\x39\x72\x55\x4e\x20\x6f\x63\x43\x70\x67\x7a\x63\x51\x5a\x67\ -\x76\x72\x4f\x2b\x76\x65\x67\x56\x63\x69\x74\x68\x69\x65\x55\x73\ -\x7a\x2f\x71\x5a\x51\x4e\x6c\x67\x64\x62\x63\x75\x36\x39\x46\x47\ -\x59\x6e\x4f\x7a\x47\x62\x6c\x6f\x57\x4e\x6f\x63\x43\x48\x63\x39\ -\x75\x71\x4e\x76\x53\x61\x2b\x6e\x77\x6b\x45\x74\x67\x62\x6f\x43\ -\x57\x65\x20\x66\x68\x78\x49\x6f\x35\x77\x47\x53\x44\x79\x65\x62\ -\x51\x64\x69\x49\x49\x63\x74\x58\x37\x36\x38\x58\x32\x6c\x55\x68\ -\x63\x49\x4d\x55\x67\x6d\x76\x57\x62\x4d\x6d\x42\x37\x51\x42\x44\ -\x66\x31\x66\x5a\x70\x56\x33\x41\x4b\x6a\x4b\x78\x30\x41\x2f\x43\ -\x76\x51\x41\x6a\x71\x70\x63\x41\x42\x6a\x71\x46\x6e\x78\x52\x20\ -\x59\x68\x69\x37\x41\x4a\x68\x56\x50\x56\x38\x41\x45\x67\x44\x47\ -\x4d\x4e\x70\x56\x62\x74\x46\x78\x70\x59\x55\x5a\x31\x6e\x71\x41\ -\x39\x76\x61\x4f\x4f\x4d\x4a\x76\x4b\x47\x70\x35\x71\x66\x43\x79\ -\x62\x64\x74\x4c\x47\x30\x50\x42\x2f\x38\x55\x78\x33\x74\x4b\x57\ -\x53\x4a\x32\x70\x50\x72\x63\x52\x35\x45\x62\x51\x20\x74\x32\x46\ -\x77\x34\x38\x42\x37\x2b\x74\x52\x33\x43\x4d\x42\x41\x6f\x62\x2b\ -\x57\x6c\x6c\x64\x65\x4d\x37\x53\x6f\x55\x36\x2f\x79\x5a\x37\x63\ -\x77\x65\x7a\x74\x56\x6c\x4e\x39\x57\x69\x6e\x5a\x46\x67\x2f\x62\ -\x4e\x6a\x62\x5a\x39\x55\x69\x51\x53\x6d\x54\x4f\x6d\x4e\x33\x30\ -\x71\x55\x59\x37\x7a\x4f\x4f\x72\x34\x20\x71\x72\x62\x50\x57\x43\ -\x47\x51\x32\x55\x6a\x5a\x59\x48\x6e\x51\x33\x64\x32\x39\x65\x61\ -\x71\x58\x68\x64\x46\x67\x38\x4f\x31\x4e\x6f\x64\x41\x5a\x59\x37\ -\x6d\x6d\x30\x62\x61\x2b\x31\x42\x67\x4d\x33\x41\x62\x67\x47\x50\ -\x6f\x6b\x59\x49\x4c\x55\x47\x53\x36\x50\x52\x6b\x4f\x42\x64\x77\ -\x47\x71\x36\x42\x32\x41\x20\x33\x52\x69\x79\x44\x69\x70\x63\x4a\ -\x51\x2b\x42\x37\x76\x4a\x71\x64\x30\x66\x2f\x37\x70\x6f\x68\x57\ -\x73\x69\x4e\x6c\x48\x36\x35\x35\x42\x63\x42\x30\x36\x65\x36\x62\ -\x44\x66\x4c\x71\x6c\x62\x59\x58\x65\x44\x78\x4c\x62\x33\x35\x42\ -\x57\x33\x4a\x39\x4c\x79\x32\x5a\x44\x6f\x45\x2b\x6e\x76\x51\x50\ -\x52\x71\x44\x20\x31\x6e\x74\x42\x65\x79\x68\x30\x4e\x68\x38\x4b\ -\x42\x67\x4c\x34\x47\x45\x69\x62\x51\x75\x76\x67\x63\x61\x75\x72\ -\x4f\x57\x41\x44\x2f\x54\x38\x43\x75\x6c\x69\x4b\x4d\x79\x6b\x41\ -\x58\x4f\x4f\x37\x46\x49\x32\x5a\x49\x61\x78\x33\x58\x62\x63\x48\ -\x39\x43\x7a\x44\x35\x64\x4b\x6d\x70\x71\x61\x71\x74\x72\x5a\x4d\ -\x20\x6f\x6a\x57\x52\x2f\x43\x69\x77\x53\x51\x59\x6c\x71\x45\x4f\ -\x68\x56\x71\x48\x6f\x6a\x6a\x71\x47\x79\x35\x63\x76\x72\x39\x43\ -\x43\x77\x73\x55\x72\x73\x58\x54\x36\x71\x62\x5a\x45\x5a\x72\x56\ -\x52\x4e\x61\x64\x57\x68\x66\x63\x44\x43\x30\x41\x2f\x71\x4b\x4a\ -\x33\x47\x45\x34\x2b\x47\x77\x30\x46\x7a\x68\x6e\x4c\x20\x33\x32\ -\x44\x71\x55\x41\x2b\x44\x4a\x58\x39\x76\x61\x39\x73\x77\x70\x42\ -\x44\x48\x66\x7a\x4a\x6c\x67\x31\x55\x43\x55\x66\x32\x64\x78\x2b\ -\x46\x35\x56\x54\x34\x5a\x58\x42\x52\x68\x7a\x45\x54\x44\x34\x56\ -\x50\x45\x6b\x4c\x2b\x37\x77\x74\x46\x4e\x54\x55\x30\x6a\x68\x67\ -\x48\x30\x34\x59\x6f\x63\x71\x33\x42\x61\x20\x59\x36\x68\x2b\x65\ -\x53\x79\x57\x57\x51\x65\x73\x41\x37\x59\x72\x50\x41\x2f\x63\x46\ -\x77\x31\x61\x48\x31\x54\x58\x75\x42\x31\x41\x4b\x63\x34\x47\x6c\ -\x62\x38\x55\x2f\x6a\x48\x36\x41\x7a\x70\x64\x56\x77\x34\x41\x51\ -\x43\x52\x5a\x50\x50\x52\x76\x41\x41\x50\x73\x6e\x4d\x6c\x42\x67\ -\x49\x43\x73\x7a\x6d\x61\x7a\x20\x57\x2f\x6f\x37\x56\x2b\x4d\x69\ -\x45\x56\x61\x36\x61\x72\x54\x4e\x32\x35\x36\x2f\x42\x5a\x39\x47\ -\x35\x69\x31\x63\x66\x46\x64\x66\x63\x33\x73\x79\x38\x2b\x66\x32\ -\x5a\x4c\x71\x78\x50\x5a\x6e\x35\x30\x75\x42\x78\x46\x39\x6f\x79\ -\x53\x32\x4f\x70\x7a\x4c\x63\x41\x54\x46\x66\x65\x67\x78\x6f\x72\ -\x2b\x39\x74\x54\x20\x71\x57\x64\x56\x35\x4a\x4d\x6f\x50\x7a\x55\ -\x63\x69\x57\x55\x79\x6d\x61\x30\x71\x63\x6f\x55\x4b\x65\x32\x6c\ -\x76\x54\x79\x77\x61\x73\x6d\x39\x71\x44\x4e\x71\x72\x67\x59\x55\ -\x4b\x4f\x38\x6b\x41\x4b\x52\x77\x43\x39\x50\x62\x41\x45\x33\x33\ -\x48\x4e\x6e\x52\x33\x37\x41\x2f\x73\x67\x76\x41\x67\x78\x56\x33\ -\x44\x20\x6c\x70\x61\x57\x37\x65\x4a\x4b\x59\x51\x64\x52\x39\x4e\ -\x63\x59\x76\x41\x66\x30\x64\x6f\x55\x55\x51\x47\x50\x49\x2f\x74\ -\x7a\x41\x51\x4e\x6a\x70\x4a\x42\x69\x73\x62\x51\x52\x32\x48\x33\ -\x78\x63\x30\x50\x4a\x79\x63\x42\x44\x6c\x73\x49\x59\x53\x56\x50\ -\x55\x36\x39\x2f\x52\x55\x6d\x6a\x33\x41\x54\x73\x73\x47\x20\x51\ -\x2f\x55\x30\x43\x6e\x58\x6e\x78\x6f\x32\x67\x52\x79\x50\x63\x32\ -\x78\x5a\x4c\x6e\x44\x6d\x57\x36\x77\x7a\x68\x65\x6c\x56\x57\x71\ -\x47\x75\x63\x43\x61\x79\x68\x55\x45\x62\x71\x79\x79\x4a\x63\x49\ -\x73\x70\x2f\x71\x63\x69\x76\x78\x58\x44\x50\x52\x79\x55\x4c\x6e\ -\x41\x70\x38\x77\x54\x48\x4e\x68\x30\x30\x33\x20\x44\x36\x72\x76\ -\x6a\x6f\x59\x43\x54\x36\x4f\x38\x42\x2f\x69\x6f\x77\x73\x75\x75\ -\x6d\x44\x63\x41\x4b\x50\x71\x77\x59\x4e\x53\x70\x53\x46\x64\x4f\ -\x70\x57\x57\x42\x61\x76\x57\x36\x64\x4f\x72\x6c\x67\x58\x32\x33\ -\x70\x56\x4c\x50\x4d\x62\x42\x2b\x59\x6a\x65\x62\x6f\x57\x4e\x63\ -\x7a\x39\x39\x53\x4b\x4b\x53\x78\x20\x55\x7a\x47\x4e\x57\x43\x4a\ -\x39\x31\x55\x37\x39\x78\x5a\x4e\x66\x61\x41\x77\x47\x48\x30\x56\ -\x30\x70\x61\x44\x4c\x45\x58\x47\x41\x37\x7a\x6d\x47\x37\x78\x74\ -\x39\x35\x7a\x51\x32\x2b\x6d\x75\x31\x6c\x32\x55\x6f\x66\x78\x76\ -\x6f\x31\x31\x4b\x48\x6f\x78\x42\x41\x64\x79\x34\x45\x71\x36\x4b\ -\x6e\x43\x59\x42\x72\x20\x33\x4e\x79\x57\x53\x74\x30\x48\x33\x41\ -\x76\x51\x46\x4b\x72\x62\x51\x39\x45\x66\x47\x77\x62\x50\x41\x47\ -\x38\x62\x31\x30\x4e\x4e\x41\x48\x48\x45\x61\x7a\x6c\x49\x33\x71\ -\x42\x73\x73\x41\x5a\x52\x6e\x6d\x47\x56\x6f\x4a\x67\x37\x4f\x43\ -\x54\x2b\x52\x65\x46\x59\x79\x37\x49\x6d\x4a\x4e\x64\x72\x47\x50\ -\x6f\x72\x20\x55\x64\x37\x52\x31\x42\x41\x38\x43\x6a\x41\x61\x47\ -\x2f\x32\x31\x78\x53\x58\x64\x73\x4d\x7a\x5a\x31\x6e\x73\x37\x73\ -\x41\x58\x34\x34\x41\x72\x77\x6f\x63\x61\x64\x78\x61\x62\x6a\x57\ -\x68\x50\x70\x44\x77\x41\x2f\x46\x5a\x58\x76\x41\x62\x73\x41\x67\ -\x59\x5a\x67\x2f\x63\x48\x78\x65\x4c\x77\x44\x35\x46\x2f\x41\x20\ -\x2f\x68\x54\x55\x4b\x4d\x34\x45\x75\x64\x63\x31\x33\x45\x4d\x4b\ -\x62\x52\x42\x4c\x64\x64\x7a\x66\x6e\x6b\x70\x2f\x75\x44\x32\x56\ -\x65\x6a\x4b\x56\x53\x72\x32\x79\x4c\x70\x31\x2b\x32\x61\x50\x37\ -\x61\x61\x63\x31\x6d\x62\x79\x72\x4e\x5a\x45\x36\x73\x54\x57\x52\ -\x33\x71\x4d\x31\x6b\x64\x71\x7a\x4e\x5a\x45\x36\x20\x50\x78\x61\ -\x4c\x39\x66\x53\x31\x36\x33\x61\x6a\x72\x30\x62\x68\x54\x6d\x58\ -\x74\x78\x53\x6a\x34\x67\x30\x7a\x64\x49\x63\x6f\x59\x69\x55\x54\ -\x6d\x53\x4b\x46\x6b\x32\x4b\x74\x7a\x46\x79\x33\x61\x57\x59\x78\ -\x52\x7a\x43\x38\x43\x49\x72\x4a\x44\x52\x39\x2b\x32\x37\x62\x6d\ -\x4e\x51\x65\x76\x39\x65\x4e\x63\x6d\x20\x6e\x47\x79\x38\x44\x46\ -\x5a\x69\x6f\x6d\x58\x64\x33\x6f\x69\x55\x44\x64\x5a\x77\x65\x43\ -\x38\x4c\x35\x2f\x76\x45\x6e\x64\x43\x79\x38\x4b\x58\x32\x35\x4b\ -\x4f\x4b\x48\x4f\x38\x36\x63\x6b\x78\x54\x4f\x48\x67\x46\x75\x59\ -\x70\x57\x51\x57\x34\x63\x36\x42\x6a\x33\x59\x6d\x31\x33\x39\x32\ -\x61\x46\x32\x78\x46\x71\x20\x45\x37\x5a\x39\x56\x46\x73\x79\x2b\ -\x54\x51\x51\x51\x2f\x55\x6b\x67\x4c\x5a\x45\x2b\x68\x79\x55\x4c\ -\x30\x41\x78\x32\x72\x78\x2f\x6b\x30\x43\x76\x46\x62\x68\x45\x58\ -\x41\x35\x33\x7a\x59\x70\x64\x32\x35\x4b\x70\x6b\x2b\x4c\x78\x6d\ -\x56\x63\x6d\x6d\x43\x69\x39\x6d\x50\x65\x35\x36\x71\x35\x41\x70\ -\x62\x39\x49\x20\x51\x31\x50\x54\x30\x6c\x30\x4b\x35\x63\x7a\x6b\ -\x2b\x5a\x59\x42\x4a\x64\x48\x45\x36\x54\x30\x4b\x5a\x61\x48\x43\ -\x33\x51\x4f\x31\x77\x70\x59\x46\x67\x35\x59\x71\x70\x77\x50\x72\ -\x65\x78\x7a\x36\x30\x34\x4b\x71\x44\x4d\x35\x47\x35\x4e\x62\x47\ -\x59\x4f\x43\x69\x71\x58\x79\x47\x6d\x70\x71\x61\x42\x51\x4b\x48\ -\x20\x44\x57\x32\x52\x38\x75\x7a\x4b\x67\x2f\x4b\x53\x63\x42\x68\ -\x63\x4e\x56\x34\x30\x5a\x47\x69\x74\x43\x61\x4d\x51\x43\x65\x39\ -\x6c\x7a\x45\x62\x46\x73\x6d\x58\x56\x43\x33\x50\x62\x6e\x43\x4d\ -\x45\x56\x71\x71\x79\x47\x4b\x46\x62\x54\x66\x66\x41\x34\x6f\x37\ -\x64\x73\x42\x67\x47\x4e\x36\x6a\x4c\x68\x78\x45\x39\x20\x45\x37\ -\x68\x50\x6c\x4e\x74\x56\x35\x4c\x79\x47\x59\x50\x33\x42\x37\x63\ -\x6d\x4f\x78\x39\x71\x53\x36\x52\x38\x31\x68\x41\x4a\x70\x67\x62\ -\x4e\x46\x65\x41\x61\x67\x4c\x5a\x6d\x65\x46\x51\x55\x6c\x4a\x70\ -\x76\x69\x4d\x76\x43\x52\x67\x63\x65\x32\x62\x35\x2b\x2f\x77\x49\ -\x64\x37\x73\x36\x4b\x44\x70\x48\x66\x6b\x20\x46\x41\x43\x52\x6e\ -\x66\x39\x75\x65\x66\x52\x63\x6f\x42\x4c\x6b\x75\x72\x35\x6c\x35\ -\x51\x72\x77\x4a\x64\x48\x7a\x41\x42\x65\x56\x47\x77\x45\x61\x51\ -\x38\x48\x66\x71\x48\x4a\x2f\x57\x7a\x4a\x35\x50\x5a\x4e\x59\x67\ -\x47\x52\x2b\x68\x52\x79\x68\x44\x45\x31\x6e\x45\x72\x53\x55\x5a\ -\x50\x64\x2f\x4e\x47\x2f\x34\x20\x5a\x4e\x4c\x78\x55\x71\x7a\x59\ -\x2b\x77\x65\x67\x31\x71\x4e\x35\x53\x77\x36\x7a\x74\x71\x2f\x55\ -\x31\x6d\x69\x78\x62\x58\x74\x75\x6c\x63\x46\x6e\x67\x53\x38\x42\ -\x53\x78\x56\x75\x46\x69\x47\x49\x63\x68\x6a\x69\x48\x74\x77\x61\ -\x7a\x34\x79\x6d\x4f\x6f\x73\x52\x44\x51\x62\x61\x67\x57\x71\x6a\ -\x61\x6c\x74\x39\x20\x76\x6d\x66\x65\x6d\x77\x31\x44\x48\x77\x64\ -\x2b\x33\x4a\x5a\x49\x6e\x7a\x75\x57\x38\x66\x79\x6e\x73\x48\x7a\ -\x35\x38\x6f\x6f\x4e\x58\x5a\x31\x64\x67\x42\x68\x56\x63\x2f\x30\ -\x74\x4c\x53\x33\x62\x41\x5a\x70\x72\x61\x68\x62\x30\x7a\x4b\x31\ -\x4b\x67\x38\x35\x54\x6e\x7a\x61\x32\x74\x52\x56\x69\x31\x5a\x70\ -\x43\x20\x39\x68\x6d\x4b\x33\x67\x52\x79\x64\x32\x73\x69\x64\x65\ -\x4c\x75\x67\x63\x43\x75\x4f\x56\x4d\x65\x41\x5a\x70\x52\x48\x68\ -\x66\x44\x2f\x56\x52\x4c\x50\x44\x4d\x70\x45\x73\x70\x68\x79\x2f\ -\x38\x4c\x34\x47\x79\x50\x70\x72\x50\x6a\x6d\x65\x79\x31\x6b\x39\ -\x48\x48\x47\x34\x6e\x79\x6b\x74\x43\x44\x69\x4f\x55\x2f\x20\x77\ -\x58\x58\x31\x4c\x33\x67\x62\x4b\x34\x43\x4f\x71\x6e\x78\x2b\x53\ -\x4d\x37\x63\x63\x45\x54\x44\x67\x65\x4f\x71\x44\x46\x71\x42\x79\ -\x31\x45\x65\x46\x5a\x57\x54\x67\x54\x6b\x6f\x68\x77\x41\x64\x78\ -\x64\x69\x6b\x30\x65\x41\x4b\x33\x41\x54\x4d\x63\x37\x66\x50\x4f\ -\x53\x57\x57\x53\x6a\x30\x70\x79\x43\x63\x4d\x20\x68\x78\x2b\x4d\ -\x5a\x54\x7a\x2f\x53\x66\x51\x6b\x45\x6c\x57\x49\x58\x49\x37\x77\ -\x6e\x54\x35\x6a\x42\x62\x42\x39\x62\x73\x55\x37\x51\x58\x64\x42\ -\x39\x51\x39\x39\x78\x67\x6f\x51\x52\x63\x38\x48\x45\x4e\x48\x76\ -\x41\x4b\x78\x4c\x70\x31\x2b\x65\x73\x33\x44\x52\x32\x78\x51\x75\ -\x51\x6a\x68\x41\x31\x58\x69\x36\x20\x4b\x52\x79\x34\x63\x6d\x44\ -\x51\x37\x6a\x67\x52\x6f\x4a\x52\x37\x34\x52\x66\x68\x51\x4f\x33\ -\x58\x4b\x55\x38\x71\x64\x71\x4b\x38\x4a\x42\x78\x45\x32\x4b\x72\ -\x37\x74\x4b\x49\x2f\x6f\x5a\x53\x7a\x56\x58\x6a\x45\x6b\x59\x71\ -\x54\x34\x31\x32\x6a\x30\x33\x6c\x2f\x71\x39\x38\x2f\x66\x30\x74\ -\x56\x78\x57\x55\x6f\x20\x6e\x77\x62\x57\x71\x73\x6f\x4a\x41\x67\ -\x45\x56\x76\x55\x31\x67\x4f\x79\x49\x58\x75\x59\x62\x7a\x57\x38\ -\x4f\x52\x69\x78\x74\x44\x67\x54\x50\x56\x56\x2f\x57\x4a\x74\x72\ -\x61\x32\x59\x57\x4e\x76\x56\x4f\x55\x47\x44\x4e\x30\x64\x4e\x5a\ -\x38\x48\x74\x44\x57\x52\x75\x6e\x71\x73\x7a\x7a\x6b\x52\x4c\x4d\ -\x75\x61\x20\x56\x36\x56\x61\x6b\x31\x65\x74\x4e\x63\x58\x5a\x46\ -\x54\x45\x57\x75\x56\x71\x49\x30\x68\x5a\x44\x46\x36\x67\x61\x46\ -\x51\x41\x69\x62\x6b\x35\x64\x4b\x63\x72\x31\x36\x46\x59\x78\x6a\ -\x41\x32\x6f\x75\x77\x45\x31\x4e\x30\x67\x2b\x76\x32\x46\x2b\x62\ -\x65\x30\x72\x30\x36\x45\x39\x76\x37\x61\x37\x65\x7a\x50\x77\x20\ -\x6e\x53\x45\x4e\x69\x69\x43\x41\x53\x4c\x2b\x6b\x55\x44\x51\x63\ -\x4f\x42\x5a\x6c\x54\x35\x54\x48\x57\x78\x4c\x70\x76\x2f\x66\x66\ -\x59\x2b\x33\x61\x33\x73\x5a\x77\x6f\x42\x49\x56\x46\x4f\x4b\x6f\ -\x66\x44\x4a\x6e\x63\x6c\x6f\x30\x46\x44\x71\x70\x4c\x5a\x45\x59\ -\x6c\x38\x35\x36\x4a\x42\x4b\x70\x30\x74\x35\x74\x20\x37\x58\x69\ -\x58\x4b\x78\x4e\x55\x76\x68\x55\x4f\x2b\x48\x64\x62\x73\x4c\x6a\ -\x36\x72\x4c\x4a\x47\x66\x34\x46\x5a\x61\x37\x30\x62\x41\x72\x56\ -\x37\x62\x63\x31\x4c\x79\x30\x36\x78\x51\x46\x4f\x4c\x68\x4b\x33\ -\x61\x37\x34\x41\x4d\x69\x53\x4d\x61\x77\x4c\x55\x4c\x6c\x6c\x52\ -\x2f\x61\x72\x51\x66\x6e\x6d\x67\x6f\x20\x39\x41\x37\x42\x76\x5a\ -\x35\x43\x4a\x65\x6e\x37\x48\x4d\x4e\x33\x53\x69\x77\x57\x36\x32\ -\x6b\x4d\x42\x57\x38\x44\x50\x55\x33\x67\x54\x42\x78\x64\x70\x61\ -\x59\x38\x67\x70\x42\x48\x71\x51\x4f\x39\x6f\x7a\x57\x52\x48\x6c\ -\x77\x4d\x59\x37\x71\x52\x73\x4e\x38\x66\x55\x52\x2f\x4e\x71\x4f\ -\x78\x68\x69\x44\x61\x71\x20\x30\x67\x68\x45\x4b\x46\x53\x69\x6d\ -\x61\x79\x63\x53\x71\x55\x51\x47\x78\x45\x44\x34\x67\x49\x4a\x56\ -\x32\x6c\x44\x64\x47\x31\x6c\x54\x2f\x36\x35\x6c\x6c\x64\x65\x65\ -\x57\x33\x34\x79\x79\x64\x47\x63\x33\x4e\x7a\x5a\x63\x2f\x6d\x56\ -\x35\x39\x43\x32\x56\x4e\x56\x72\x68\x54\x44\x58\x55\x63\x68\x6d\ -\x74\x2f\x47\x20\x6c\x57\x4e\x61\x55\x36\x6e\x2b\x58\x65\x4b\x6f\ -\x62\x62\x39\x4a\x44\x4a\x34\x44\x4e\x6a\x6d\x47\x37\x30\x32\x6d\ -\x35\x74\x34\x47\x38\x67\x31\x48\x66\x43\x65\x4b\x73\x33\x31\x50\ -\x30\x7a\x58\x61\x42\x7a\x72\x35\x52\x30\x74\x42\x45\x72\x6e\x32\ -\x78\x79\x43\x66\x4b\x6e\x6d\x53\x38\x49\x69\x61\x56\x53\x63\x6c\ -\x20\x45\x6f\x6b\x4e\x34\x33\x72\x51\x4e\x78\x43\x7a\x30\x6d\x41\ -\x56\x74\x4d\x74\x35\x47\x4e\x69\x4b\x36\x45\x38\x64\x71\x66\x7a\ -\x5a\x56\x46\x61\x75\x61\x57\x70\x71\x71\x73\x70\x76\x33\x58\x53\ -\x6a\x51\x69\x6e\x4e\x62\x42\x66\x6b\x77\x6e\x69\x6d\x73\x31\x51\ -\x35\x38\x35\x31\x34\x71\x39\x38\x2f\x66\x2f\x4d\x63\x20\x33\x37\ -\x64\x45\x35\x52\x79\x67\x45\x36\x67\x43\x7a\x54\x74\x47\x78\x65\ -\x36\x78\x57\x4f\x7a\x56\x78\x6d\x44\x77\x52\x45\x53\x76\x6f\x31\ -\x44\x4e\x65\x4c\x76\x41\x41\x33\x6e\x44\x64\x34\x61\x70\x2b\x54\ -\x74\x52\x33\x61\x63\x31\x6b\x52\x35\x50\x65\x61\x72\x78\x59\x67\ -\x54\x39\x2f\x6a\x33\x45\x34\x43\x41\x52\x20\x39\x6c\x4e\x6c\x54\ -\x78\x48\x65\x44\x45\x4e\x6c\x59\x6d\x61\x41\x47\x50\x41\x38\x79\ -\x6a\x4d\x59\x38\x72\x68\x5a\x74\x58\x33\x31\x5a\x45\x64\x2b\x52\ -\x79\x4b\x52\x4f\x74\x50\x4e\x2f\x51\x51\x34\x43\x51\x71\x52\x2f\ -\x79\x70\x63\x32\x52\x5a\x50\x66\x33\x72\x67\x65\x59\x30\x68\x2b\ -\x33\x37\x67\x61\x46\x58\x35\x20\x56\x46\x73\x79\x2b\x66\x4f\x2b\ -\x34\x36\x46\x51\x61\x45\x6b\x46\x7a\x6c\x71\x51\x2b\x61\x70\x36\ -\x59\x56\x73\x79\x2f\x62\x2b\x4d\x77\x79\x6b\x66\x74\x76\x77\x66\ -\x42\x61\x37\x45\x77\x77\x45\x50\x68\x61\x70\x49\x35\x4e\x79\x6a\ -\x5a\x70\x4d\x36\x36\x6b\x77\x77\x36\x77\x78\x57\x79\x4f\x2b\x50\ -\x69\x73\x6e\x6a\x20\x73\x4a\x4e\x79\x35\x53\x61\x51\x71\x78\x30\ -\x6a\x39\x36\x4e\x55\x36\x75\x58\x30\x5a\x50\x5a\x6e\x32\x2f\x5a\ -\x53\x77\x2b\x32\x39\x55\x35\x42\x44\x53\x35\x79\x79\x44\x64\x58\ -\x54\x34\x78\x31\x64\x64\x77\x35\x75\x61\x47\x70\x71\x71\x69\x47\ -\x66\x62\x32\x36\x4a\x78\x56\x62\x31\x48\x59\x75\x47\x72\x43\x50\ -\x41\x20\x75\x46\x6f\x67\x41\x6e\x4b\x56\x34\x44\x37\x73\x49\x6f\ -\x30\x43\x6c\x36\x6c\x6f\x2f\x78\x64\x68\x42\x66\x67\x79\x6f\x56\ -\x44\x49\x79\x65\x64\x7a\x72\x5a\x6c\x4d\x73\x71\x47\x68\x50\x6d\ -\x77\x34\x35\x6e\x4d\x67\x64\x37\x51\x6d\x6b\x69\x73\x6e\x38\x78\ -\x6b\x48\x59\x51\x54\x72\x36\x70\x59\x62\x6f\x6b\x63\x69\x20\x48\ -\x41\x51\x63\x78\x4a\x42\x30\x6c\x31\x6d\x4c\x69\x2f\x41\x76\x56\ -\x42\x34\x44\x58\x5a\x30\x58\x33\x35\x2f\x53\x6b\x78\x51\x7a\x74\ -\x70\x74\x6c\x56\x62\x73\x2b\x44\x6e\x52\x64\x49\x31\x59\x4d\x6b\ -\x75\x32\x6e\x2b\x41\x4e\x7a\x70\x38\x49\x7a\x62\x59\x6e\x55\x76\ -\x67\x7a\x51\x33\x49\x6f\x47\x37\x57\x74\x45\x20\x39\x43\x7a\x67\ -\x5a\x57\x42\x58\x52\x52\x2f\x46\x4e\x63\x35\x75\x53\x36\x56\x65\ -\x47\x75\x73\x59\x69\x6a\x2f\x55\x64\x31\x47\x36\x6e\x6d\x4b\x4c\ -\x75\x48\x4a\x6b\x72\x4c\x4d\x7a\x4e\x74\x5a\x37\x76\x31\x47\x59\ -\x56\x51\x59\x72\x47\x6c\x32\x79\x79\x4f\x32\x70\x66\x45\x78\x68\ -\x7a\x78\x4b\x6e\x39\x41\x49\x33\x20\x4f\x6f\x62\x37\x33\x56\x53\ -\x71\x65\x38\x77\x66\x69\x4d\x47\x45\x77\x39\x58\x31\x35\x4d\x77\ -\x48\x67\x4f\x59\x53\x70\x33\x51\x5a\x68\x68\x78\x66\x71\x6c\x78\ -\x35\x59\x37\x6a\x68\x4d\x55\x52\x66\x61\x34\x33\x46\x6a\x67\x4f\ -\x49\x68\x75\x77\x4c\x42\x43\x34\x44\x58\x61\x65\x59\x48\x78\x66\ -\x63\x39\x77\x4c\x6e\x20\x4b\x58\x79\x72\x47\x47\x74\x7a\x71\x4b\ -\x6f\x63\x32\x4a\x5a\x4d\x50\x67\x58\x51\x47\x41\x70\x38\x41\x6f\ -\x78\x69\x77\x4b\x67\x65\x41\x43\x41\x71\x6e\x38\x46\x30\x75\x31\ -\x70\x69\x36\x63\x63\x6e\x2b\x6e\x78\x39\x32\x4c\x61\x39\x31\x4f\ -\x66\x6d\x6a\x6c\x53\x52\x34\x31\x42\x39\x4e\x77\x79\x56\x4d\x58\ -\x36\x64\x20\x34\x67\x42\x50\x49\x76\x70\x48\x31\x7a\x48\x75\x54\ -\x33\x5a\x32\x50\x73\x30\x6b\x68\x68\x78\x41\x59\x66\x61\x74\x76\ -\x54\x33\x2f\x41\x68\x70\x63\x6c\x63\x50\x61\x6b\x38\x6e\x2b\x49\ -\x4e\x58\x47\x63\x4f\x42\x77\x6c\x41\x63\x46\x58\x70\x69\x33\x50\ -\x62\x2f\x76\x6c\x71\x71\x4b\x73\x30\x41\x76\x42\x71\x6f\x51\x20\ -\x2f\x55\x5a\x72\x50\x50\x4e\x44\x78\x69\x67\x4e\x30\x31\x42\x66\ -\x48\x33\x62\x46\x76\x5a\x65\x53\x6e\x30\x6c\x4e\x6f\x65\x5a\x52\ -\x55\x31\x33\x68\x78\x37\x62\x74\x70\x54\x37\x74\x66\x58\x39\x65\ -\x4b\x6e\x38\x7a\x30\x33\x55\x35\x42\x7a\x4a\x72\x64\x67\x6d\x58\ -\x4c\x36\x66\x43\x36\x61\x6d\x38\x59\x78\x68\x6a\x20\x42\x56\x41\ -\x4a\x6e\x47\x32\x36\x78\x72\x71\x49\x35\x66\x39\x4e\x32\x4c\x4c\ -\x47\x6e\x55\x59\x52\x74\x61\x77\x51\x4f\x64\x38\x71\x53\x68\x75\ -\x72\x64\x65\x70\x77\x59\x43\x6c\x6a\x42\x57\x41\x36\x75\x51\x2b\ -\x30\x78\x6d\x4c\x48\x4e\x7a\x55\x31\x37\x64\x49\x59\x73\x6d\x38\ -\x55\x75\x42\x79\x34\x5a\x73\x37\x43\x20\x78\x58\x73\x6a\x7a\x69\ -\x49\x4b\x34\x51\x73\x76\x43\x65\x79\x71\x68\x56\x39\x67\x55\x30\ -\x53\x76\x57\x74\x47\x76\x4b\x79\x58\x2f\x44\x2f\x51\x30\x63\x4e\ -\x39\x4f\x59\x65\x6d\x34\x57\x45\x58\x76\x64\x70\x55\x78\x70\x65\ -\x78\x34\x50\x6c\x39\x30\x79\x61\x4b\x49\x56\x66\x65\x52\x69\x4f\ -\x58\x2f\x73\x2b\x6e\x6d\x20\x75\x68\x52\x75\x52\x66\x56\x4d\x70\ -\x74\x35\x59\x62\x61\x65\x51\x36\x4c\x79\x42\x53\x54\x59\x65\x48\ -\x70\x6a\x41\x67\x61\x68\x38\x79\x7a\x44\x30\x79\x62\x44\x6c\x54\ -\x34\x62\x72\x36\x33\x34\x51\x72\x4b\x74\x37\x2b\x32\x52\x31\x6f\ -\x4c\x30\x39\x48\x77\x65\x69\x6f\x74\x77\x79\x30\x46\x6a\x5a\x74\ -\x6a\x30\x58\x20\x35\x57\x6f\x4b\x75\x34\x71\x62\x4e\x2f\x74\x38\ -\x67\x64\x5a\x45\x36\x71\x64\x35\x38\x65\x30\x42\x33\x49\x4d\x72\ -\x42\x7a\x49\x4f\x48\x61\x76\x32\x6a\x6f\x36\x34\x4f\x61\x66\x33\ -\x59\x49\x45\x48\x76\x4d\x38\x51\x47\x33\x45\x66\x44\x64\x58\x58\ -\x4c\x78\x2f\x66\x45\x77\x32\x4c\x47\x62\x62\x72\x6a\x6f\x31\x59\ -\x20\x2f\x74\x74\x4d\x4e\x35\x64\x52\x6c\x53\x74\x4e\x37\x66\x30\ -\x56\x73\x32\x68\x69\x4d\x32\x73\x47\x45\x67\x6e\x34\x66\x36\x7a\ -\x4b\x35\x38\x64\x36\x6e\x63\x4b\x66\x44\x55\x4d\x75\x69\x36\x55\ -\x36\x56\x34\x33\x32\x6d\x72\x44\x66\x33\x34\x44\x4a\x77\x78\x53\ -\x63\x79\x46\x37\x38\x7a\x54\x45\x71\x6a\x68\x2f\x4e\x20\x4c\x30\ -\x73\x30\x47\x48\x79\x37\x69\x4e\x34\x4d\x4e\x49\x46\x63\x31\x5a\ -\x70\x49\x2f\x6a\x2b\x41\x78\x70\x42\x39\x50\x76\x41\x64\x52\x47\ -\x39\x46\x35\x54\x58\x51\x53\x70\x41\x50\x41\x5a\x57\x49\x66\x4b\ -\x6b\x31\x6e\x76\x78\x2b\x55\x31\x4e\x54\x56\x53\x36\x58\x57\x39\ -\x71\x58\x49\x67\x4d\x46\x6e\x38\x6a\x43\x20\x62\x64\x74\x79\x78\ -\x5a\x32\x74\x4d\x64\x48\x63\x33\x46\x79\x35\x2b\x5a\x58\x75\x34\ -\x7a\x47\x4d\x44\x36\x46\x36\x4c\x49\x50\x79\x49\x4d\x64\x4a\x54\ -\x69\x43\x6d\x38\x4b\x4a\x41\x71\x79\x70\x5a\x4d\x53\x53\x6a\x51\ -\x70\x63\x36\x6b\x73\x56\x31\x4e\x32\x69\x6c\x30\x79\x4d\x79\x62\ -\x31\x73\x69\x6b\x58\x67\x56\x20\x62\x79\x4e\x6c\x68\x45\x4b\x68\ -\x52\x52\x58\x62\x74\x31\x66\x6b\x52\x47\x72\x45\x70\x42\x62\x56\ -\x65\x6c\x56\x71\x78\x4b\x41\x57\x43\x41\x6b\x73\x55\x32\x55\x33\ -\x76\x44\x53\x68\x78\x6f\x48\x41\x53\x79\x43\x33\x35\x41\x33\x6e\ -\x56\x78\x4f\x5a\x6a\x55\x63\x69\x6b\x63\x57\x6d\x6d\x2f\x2b\x79\ -\x36\x66\x4c\x54\x20\x46\x31\x4f\x70\x66\x6e\x64\x45\x59\x39\x44\ -\x2b\x48\x71\x4a\x66\x42\x50\x34\x42\x76\x42\x6c\x41\x6b\x59\x74\ -\x44\x69\x64\x51\x50\x56\x6b\x47\x2b\x75\x62\x6d\x35\x63\x69\x49\ -\x37\x65\x38\x58\x36\x68\x46\x63\x78\x74\x42\x70\x35\x48\x36\x38\ -\x70\x37\x6e\x47\x54\x55\x51\x6b\x36\x59\x6c\x6d\x37\x67\x37\x4e\ -\x53\x20\x34\x55\x79\x38\x64\x69\x78\x46\x76\x78\x46\x50\x64\x2f\ -\x33\x33\x52\x50\x75\x5a\x44\x47\x61\x46\x77\x51\x72\x56\x31\x35\ -\x34\x68\x49\x6a\x64\x4e\x38\x44\x61\x50\x43\x31\x77\x65\x79\x32\ -\x54\x2f\x77\x44\x43\x2f\x62\x41\x32\x57\x74\x63\x77\x6c\x2f\x79\ -\x43\x49\x37\x58\x6d\x43\x63\x6c\x39\x4f\x7a\x4e\x4e\x47\x20\x45\ -\x78\x54\x61\x47\x41\x79\x75\x52\x50\x51\x71\x49\x45\x2f\x42\x57\ -\x66\x71\x50\x78\x54\x58\x2b\x67\x39\x65\x73\x57\x5a\x4e\x72\x44\ -\x46\x6b\x48\x67\x37\x46\x61\x34\x63\x2b\x69\x63\x70\x32\x4b\x66\ -\x71\x6f\x6f\x6a\x56\x4b\x70\x59\x42\x75\x39\x2b\x59\x61\x57\x7a\ -\x73\x37\x75\x38\x54\x33\x71\x6f\x47\x65\x71\x20\x72\x77\x2b\x37\ -\x68\x76\x74\x78\x43\x68\x72\x6f\x2f\x67\x6e\x63\x4b\x67\x30\x38\ -\x49\x38\x67\x61\x56\x66\x63\x5a\x78\x39\x54\x6e\x55\x71\x6e\x75\ -\x47\x49\x58\x6e\x6d\x78\x62\x43\x34\x65\x70\x36\x38\x75\x61\x62\ -\x42\x64\x30\x4e\x5a\x42\x39\x56\x39\x71\x63\x67\x4c\x6a\x6a\x65\ -\x6e\x44\x34\x56\x65\x46\x42\x56\x20\x2f\x37\x66\x61\x36\x76\x72\ -\x44\x6d\x6a\x57\x4d\x6d\x45\x30\x77\x45\x6f\x32\x68\x2b\x75\x56\ -\x67\x50\x41\x46\x30\x35\x54\x43\x62\x4b\x31\x78\x33\x56\x30\x52\ -\x2f\x67\x62\x42\x43\x34\x4a\x36\x57\x52\x50\x72\x34\x69\x66\x5a\ -\x52\x52\x4d\x4a\x57\x33\x66\x63\x6f\x52\x4e\x31\x37\x73\x52\x48\ -\x4d\x77\x2b\x4f\x5a\x20\x7a\x44\x2f\x47\x65\x75\x4f\x61\x6d\x70\ -\x6f\x46\x38\x79\x71\x4d\x39\x31\x4e\x51\x6a\x44\x31\x77\x68\x4e\ -\x4d\x64\x52\x59\x39\x4a\x5a\x4c\x70\x4b\x7a\x50\x71\x6d\x6a\x78\ -\x6b\x33\x57\x4a\x46\x41\x7a\x64\x36\x71\x78\x6c\x38\x70\x37\x4a\ -\x6a\x74\x68\x4d\x41\x44\x43\x48\x39\x55\x31\x53\x2b\x55\x4e\x44\ -\x42\x44\x20\x2b\x5a\x65\x71\x58\x70\x62\x6f\x36\x4c\x71\x56\x51\ -\x56\x2b\x30\x6f\x4e\x2f\x2f\x46\x73\x50\x6b\x41\x55\x6f\x37\x4e\ -\x57\x39\x65\x73\x4b\x54\x36\x49\x36\x50\x34\x5a\x5a\x52\x6f\x4b\ -\x48\x69\x4a\x6f\x46\x39\x57\x65\x41\x61\x58\x39\x78\x6d\x69\x70\ -\x36\x6e\x49\x4a\x59\x68\x63\x32\x68\x70\x50\x66\x68\x57\x67\x20\ -\x4d\x52\x7a\x38\x47\x71\x72\x66\x41\x41\x79\x42\x57\x2f\x4f\x47\ -\x37\x7a\x4d\x2b\x63\x72\x75\x37\x4c\x76\x50\x62\x45\x75\x6d\x48\ -\x52\x76\x6b\x38\x4a\x63\x63\x51\x72\x71\x74\x37\x4e\x34\x5a\x2b\ -\x69\x6b\x4c\x77\x34\x58\x69\x57\x39\x2f\x39\x57\x35\x56\x46\x42\ -\x48\x33\x4e\x4d\x5a\x39\x56\x6b\x62\x32\x68\x4d\x20\x46\x73\x75\ -\x71\x71\x78\x66\x32\x56\x50\x6e\x32\x42\x54\x30\x49\x35\x51\x42\ -\x67\x42\x54\x43\x65\x4b\x6b\x59\x5a\x51\x61\x34\x78\x48\x66\x33\ -\x5a\x52\x4d\x70\x6d\x4e\x59\x55\x43\x66\x31\x59\x34\x45\x75\x55\ -\x4f\x78\x36\x77\x34\x76\x5a\x69\x51\x4c\x59\x30\x68\x2b\x32\x78\ -\x52\x53\x62\x51\x6b\x6b\x35\x4f\x61\x20\x56\x68\x4d\x4f\x2b\x4c\ -\x2b\x4b\x38\x75\x30\x53\x7a\x64\x33\x71\x79\x6f\x70\x45\x5a\x2b\ -\x65\x2f\x52\x6e\x4f\x76\x68\x76\x72\x36\x51\x78\x31\x78\x50\x69\ -\x4c\x49\x71\x59\x7a\x74\x50\x65\x78\x32\x54\x57\x66\x76\x5a\x48\ -\x4a\x39\x5a\x67\x7a\x58\x54\x44\x6f\x7a\x61\x72\x41\x43\x67\x63\ -\x43\x75\x50\x73\x30\x2f\x20\x42\x54\x51\x4d\x61\x52\x54\x61\x38\ -\x76\x6a\x32\x53\x36\x66\x54\x4c\x7a\x63\x33\x4e\x31\x64\x75\x33\ -\x72\x44\x2b\x44\x4a\x41\x4c\x51\x48\x63\x62\x35\x65\x31\x62\x67\ -\x63\x73\x57\x4c\x4b\x6d\x2b\x61\x65\x33\x61\x74\x62\x30\x46\x66\ -\x35\x66\x7a\x4a\x36\x44\x61\x2b\x33\x54\x39\x57\x54\x7a\x54\x39\ -\x54\x6c\x47\x20\x38\x44\x73\x55\x30\x7a\x52\x75\x6f\x4a\x42\x68\ -\x33\x7a\x56\x2f\x65\x79\x37\x36\x62\x44\x61\x37\x70\x62\x67\x30\ -\x58\x41\x32\x59\x34\x76\x4b\x75\x6c\x6c\x54\x71\x45\x53\x69\x6f\ -\x42\x4f\x79\x79\x62\x5a\x76\x35\x37\x4f\x54\x46\x6b\x35\x6b\x52\ -\x79\x33\x2b\x61\x77\x6f\x58\x41\x58\x6d\x4f\x38\x64\x6a\x4d\x46\ -\x20\x33\x38\x68\x39\x56\x44\x6a\x33\x78\x75\x50\x72\x78\x36\x63\ -\x50\x4d\x38\x4d\x30\x4e\x7a\x64\x58\x62\x6e\x70\x31\x2f\x53\x48\ -\x69\x63\x68\x79\x69\x78\x34\x49\x73\x47\x2b\x4d\x74\x74\x6f\x46\ -\x65\x4a\x36\x37\x78\x2f\x66\x48\x73\x75\x4f\x30\x65\x43\x4f\x79\ -\x61\x4e\x2f\x53\x6e\x4b\x76\x49\x68\x68\x42\x65\x42\x20\x2f\x39\ -\x63\x61\x54\x2f\x39\x6c\x68\x4d\x75\x6b\x49\x52\x42\x34\x71\x2b\ -\x46\x6a\x56\x7a\x4f\x6e\x7a\x37\x36\x59\x79\x61\x77\x66\x53\x35\ -\x2b\x52\x65\x76\x38\x35\x4b\x76\x77\x51\x7a\x2b\x2b\x73\x70\x74\ -\x53\x52\x77\x78\x4a\x2b\x4f\x41\x42\x66\x41\x41\x41\x67\x41\x45\ -\x6c\x45\x51\x56\x54\x5a\x62\x4a\x76\x58\x20\x74\x63\x46\x67\x74\ -\x53\x57\x4f\x37\x30\x78\x42\x56\x2b\x4b\x68\x75\x7a\x56\x71\x6c\ -\x46\x58\x78\x6a\x75\x77\x52\x7a\x47\x42\x6c\x6f\x70\x6b\x30\x57\ -\x42\x49\x4f\x31\x4e\x36\x4c\x69\x6c\x65\x6c\x32\x36\x32\x47\x6f\ -\x51\x65\x32\x70\x37\x71\x65\x48\x58\x54\x63\x43\x41\x58\x71\x54\ -\x68\x5a\x31\x76\x77\x77\x79\x20\x53\x6f\x65\x37\x70\x67\x54\x6a\ -\x57\x6b\x55\x2f\x54\x30\x46\x4c\x33\x4f\x75\x63\x37\x38\x55\x7a\ -\x58\x65\x65\x50\x64\x4b\x65\x6d\x51\x4d\x42\x57\x51\x2f\x36\x4b\ -\x55\x49\x33\x79\x43\x4d\x49\x78\x41\x70\x65\x72\x6b\x45\x62\x35\ -\x50\x6f\x57\x34\x6f\x53\x44\x51\x37\x52\x69\x2b\x76\x57\x4f\x78\ -\x32\x4b\x75\x6a\x20\x47\x2b\x50\x49\x46\x49\x33\x32\x6d\x51\x49\ -\x58\x4b\x4c\x78\x70\x44\x4a\x64\x75\x42\x4f\x34\x51\x31\x64\x2f\ -\x4d\x58\x31\x72\x7a\x6c\x7a\x64\x69\x78\x4c\x52\x74\x31\x7a\x54\ -\x35\x31\x44\x69\x2b\x71\x4c\x6f\x77\x46\x6d\x64\x30\x48\x70\x46\ -\x62\x63\x4f\x57\x79\x38\x65\x79\x36\x4e\x59\x57\x73\x34\x78\x58\ -\x35\x20\x47\x57\x41\x44\x4e\x31\x59\x34\x6e\x4f\x63\x6c\x7a\x64\ -\x4e\x67\x57\x63\x73\x4d\x55\x36\x36\x68\x55\x44\x6f\x4e\x49\x49\ -\x66\x71\x7a\x2b\x63\x73\x57\x76\x4b\x6c\x73\x66\x77\x39\x49\x67\ -\x48\x2f\x75\x61\x71\x55\x53\x6d\x52\x76\x79\x59\x76\x76\x6e\x65\ -\x6c\x69\x38\x4f\x72\x79\x35\x56\x53\x38\x33\x4f\x45\x2f\x20\x6c\ -\x6f\x4c\x32\x32\x58\x47\x4d\x62\x55\x6e\x64\x39\x36\x4d\x39\x64\ -\x4e\x59\x75\x66\x43\x32\x65\x7a\x6c\x34\x79\x35\x50\x67\x30\x4d\ -\x57\x4d\x47\x61\x35\x67\x33\x58\x31\x58\x6b\x41\x34\x6c\x30\x35\ -\x32\x33\x44\x58\x6c\x39\x66\x38\x32\x34\x31\x6a\x41\x74\x52\x4c\ -\x32\x6d\x4f\x30\x61\x50\x43\x5a\x59\x6c\x30\x20\x39\x69\x75\x6a\ -\x50\x46\x30\x61\x51\x2f\x5a\x50\x55\x4c\x6b\x36\x6d\x45\x79\x75\ -\x53\x34\x61\x43\x71\x30\x41\x50\x4c\x74\x79\x49\x4f\x36\x52\x71\ -\x7a\x6b\x65\x30\x74\x2b\x63\x44\x77\x46\x57\x49\x33\x74\x6f\x61\ -\x54\x33\x39\x77\x49\x6d\x4d\x72\x59\x6b\x51\x73\x2f\x2f\x73\x56\ -\x4c\x71\x58\x30\x4a\x73\x46\x67\x20\x63\x71\x6a\x65\x44\x64\x78\ -\x63\x4d\x58\x2b\x58\x2b\x77\x62\x6d\x7a\x37\x33\x52\x43\x64\x66\ -\x58\x76\x31\x6e\x46\x2f\x62\x44\x41\x68\x34\x44\x51\x4b\x43\x39\ -\x7a\x67\x52\x74\x4d\x7a\x47\x2f\x32\x46\x65\x73\x59\x4c\x59\x55\ -\x45\x36\x73\x70\x76\x41\x78\x39\x31\x44\x4f\x65\x74\x73\x64\x6a\ -\x4f\x4d\x37\x61\x6d\x20\x59\x4c\x42\x52\x63\x56\x61\x44\x31\x4b\ -\x45\x38\x4c\x4d\x4a\x44\x78\x5a\x71\x50\x78\x34\x6a\x6f\x72\x31\ -\x73\x53\x6d\x54\x48\x4a\x5a\x49\x65\x74\x32\x69\x2b\x43\x65\x41\ -\x63\x77\x43\x38\x2b\x44\x66\x4b\x36\x67\x44\x36\x39\x6e\x55\x6a\ -\x6f\x58\x74\x68\x53\x74\x69\x4e\x35\x67\x71\x75\x38\x47\x52\x35\ -\x30\x7a\x20\x45\x4c\x77\x4d\x6b\x36\x4f\x34\x4b\x79\x62\x44\x32\ -\x54\x38\x65\x5a\x73\x52\x67\x68\x61\x32\x61\x66\x63\x42\x34\x6e\ -\x45\x4b\x59\x77\x6b\x34\x6f\x58\x4a\x37\x49\x5a\x4c\x38\x38\x36\ -\x6e\x73\x46\x61\x67\x38\x55\x6c\x53\x38\x72\x76\x49\x63\x78\x50\ 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-\x4c\x46\x69\x37\x59\x75\x6e\x48\x54\x6c\x6e\x38\x77\x79\x6c\x69\ -\x71\x39\x5a\x73\x32\x44\x61\x6d\x79\x31\x42\x67\x49\x20\x76\x42\ -\x50\x68\x6d\x38\x43\x71\x31\x6d\x54\x36\x6f\x77\x50\x62\x46\x69\ -\x39\x65\x75\x45\x57\x51\x4d\x78\x46\x69\x47\x31\x37\x62\x39\x4e\ -\x6a\x67\x61\x34\x64\x6a\x34\x36\x59\x74\x6a\x79\x31\x65\x75\x4e\ -\x41\x50\x6a\x44\x66\x65\x54\x42\x56\x39\x7a\x42\x44\x6a\x6d\x31\ -\x74\x7a\x37\x6c\x6b\x64\x32\x65\x37\x66\x20\x76\x72\x70\x35\x63\ -\x33\x7a\x77\x4f\x64\x58\x7a\x46\x76\x7a\x5a\x4e\x54\x69\x44\x6f\ -\x57\x6c\x61\x69\x39\x79\x38\x55\x62\x64\x78\x30\x35\x61\x37\x78\ -\x39\x6e\x2f\x75\x4a\x6e\x32\x47\x64\x59\x77\x2b\x6a\x2b\x76\x2b\ -\x44\x44\x33\x62\x73\x31\x6b\x6b\x68\x35\x74\x6f\x37\x2b\x2f\x33\ -\x39\x2b\x41\x71\x56\x38\x45\x20\x2b\x53\x69\x6c\x50\x70\x79\x6a\ -\x6a\x43\x74\x70\x44\x41\x63\x4f\x39\x2b\x46\x72\x66\x79\x45\x65\ -\x62\x78\x2f\x68\x56\x49\x4f\x43\x6b\x64\x56\x6f\x31\x41\x70\x4a\ -\x33\x6e\x67\x65\x79\x41\x4b\x62\x67\x48\x32\x41\x4b\x31\x6f\x54\ -\x71\x63\x2b\x4e\x31\x4a\x39\x74\x32\x33\x4e\x39\x62\x76\x35\x43\ -\x52\x53\x2f\x45\x20\x59\x2f\x59\x35\x43\x41\x66\x34\x72\x61\x72\ -\x78\x2f\x55\x52\x48\x78\x35\x71\x52\x37\x6c\x32\x6d\x62\x79\x76\ -\x66\x58\x49\x6e\x6f\x75\x53\x6a\x52\x6b\x61\x2b\x51\x66\x34\x72\ -\x6f\x70\x32\x4c\x70\x37\x4c\x69\x79\x44\x68\x70\x74\x36\x33\x78\ -\x45\x76\x69\x4f\x71\x5a\x37\x65\x6b\x4d\x6a\x74\x70\x57\x7a\x55\ -\x46\x20\x41\x2b\x63\x71\x2f\x42\x43\x56\x7a\x37\x57\x6d\x55\x6c\ -\x65\x4d\x34\x2f\x5a\x6d\x78\x50\x4c\x66\x6f\x66\x44\x65\x4d\x56\ -\x79\x54\x45\x62\x67\x70\x62\x37\x6a\x58\x70\x46\x4c\x64\x4c\x61\ -\x4f\x35\x49\x47\x4c\x58\x72\x56\x42\x58\x48\x38\x52\x6a\x63\x71\ -\x50\x43\x38\x59\x6c\x30\x39\x70\x34\x78\x39\x44\x39\x68\x20\x70\ -\x6a\x58\x53\x50\x52\x79\x6f\x4f\x77\x35\x76\x59\x77\x57\x71\x48\ -\x35\x75\x6f\x73\x51\x4b\x49\x5a\x37\x50\x74\x38\x55\x7a\x58\x70\ -\x34\x32\x38\x52\x72\x51\x51\x65\x62\x35\x54\x78\x72\x38\x67\x46\ -\x34\x2f\x4f\x57\x4e\x6b\x6e\x6f\x66\x4c\x48\x50\x4d\x35\x6f\x5a\ -\x6d\x45\x75\x66\x62\x50\x43\x50\x4c\x73\x42\x20\x74\x36\x71\x76\ -\x63\x6c\x38\x56\x2f\x54\x71\x41\x65\x42\x55\x58\x48\x55\x54\x49\ -\x71\x6a\x33\x53\x64\x48\x50\x50\x4b\x76\x6f\x4e\x68\x6a\x64\x57\ -\x4c\x6e\x43\x7a\x4b\x63\x34\x65\x38\x55\x7a\x32\x67\x32\x56\x6a\ -\x4e\x58\x71\x36\x75\x37\x73\x33\x78\x7a\x4f\x64\x2f\x78\x4e\x50\ -\x5a\x35\x64\x52\x2b\x42\x77\x4f\x20\x6e\x6c\x55\x4d\x51\x76\x64\ -\x52\x35\x61\x39\x68\x79\x33\x2b\x31\x62\x64\x74\x44\x4b\x6c\x71\ -\x50\x68\x42\x6a\x53\x44\x75\x41\x61\x78\x6b\x37\x68\x41\x34\x32\ -\x32\x33\x61\x54\x77\x46\x53\x42\x76\x77\x68\x31\x51\x32\x4e\x42\ -\x70\x44\x41\x58\x75\x62\x6d\x7a\x30\x6a\x39\x62\x76\x35\x50\x6a\ -\x6d\x4c\x58\x77\x66\x20\x38\x50\x41\x49\x35\x2b\x55\x51\x75\x52\ -\x31\x44\x6a\x6f\x74\x6e\x73\x71\x46\x59\x4a\x6e\x76\x68\x61\x49\ -\x30\x56\x51\x43\x7a\x56\x75\x55\x70\x51\x54\x36\x30\x31\x55\x63\ -\x62\x31\x76\x6b\x79\x45\x61\x5a\x74\x68\x4c\x61\x75\x75\x58\x74\ -\x68\x54\x61\x66\x79\x72\x52\x44\x7a\x56\x4c\x2b\x4b\x5a\x37\x4d\ -\x65\x6e\x20\x6f\x74\x39\x6f\x64\x4d\x6b\x69\x64\x31\x76\x6c\x70\ -\x31\x51\x34\x42\x2b\x58\x71\x65\x45\x66\x32\x36\x79\x4e\x64\x55\ -\x77\x77\x49\x76\x51\x62\x59\x34\x42\x69\x2b\x4e\x34\x31\x6e\x74\ -\x36\x38\x78\x62\x42\x30\x45\x78\x6c\x32\x6f\x75\x6f\x36\x68\x4b\ -\x34\x70\x6c\x75\x59\x59\x51\x43\x6f\x57\x57\x69\x4c\x50\x39\x20\ -\x70\x79\x67\x6a\x4f\x56\x38\x56\x75\x4e\x74\x31\x2b\x48\x6f\x79\ -\x6d\x33\x31\x2b\x68\x48\x50\x4c\x6a\x49\x4c\x43\x7a\x75\x76\x4c\ -\x5a\x34\x4e\x2b\x42\x51\x69\x4d\x63\x48\x6f\x48\x49\x68\x2b\x4c\ -\x70\x7a\x74\x48\x72\x62\x55\x65\x69\x55\x54\x6d\x6d\x50\x6e\x63\ -\x4f\x6f\x52\x35\x34\x6e\x4a\x43\x53\x7a\x72\x39\x20\x39\x38\x61\ -\x77\x64\x52\x43\x75\x58\x41\x2b\x38\x43\x5a\x48\x76\x74\x69\x5a\ -\x53\x46\x7a\x51\x30\x31\x50\x6f\x4e\x70\x32\x49\x31\x30\x41\x54\ -\x38\x32\x36\x66\x47\x45\x53\x38\x6b\x6b\x36\x4f\x4b\x64\x79\x71\ -\x56\x66\x79\x76\x77\x48\x4d\x49\x76\x7a\x54\x79\x2f\x6e\x6b\x6a\ -\x4d\x47\x66\x53\x72\x6d\x54\x78\x56\x20\x49\x6d\x33\x75\x35\x6e\ -\x67\x6d\x65\x2f\x70\x45\x37\x6a\x38\x57\x70\x73\x31\x67\x68\x61\ -\x32\x36\x4b\x30\x45\x2f\x36\x64\x47\x30\x4c\x6f\x65\x35\x66\x4b\ -\x78\x79\x77\x32\x4f\x6c\x71\x61\x6d\x70\x61\x6a\x53\x37\x5a\x55\ -\x33\x42\x34\x41\x6b\x71\x65\x69\x65\x46\x6e\x4c\x67\x35\x49\x76\ -\x72\x7a\x6c\x6f\x4c\x43\x20\x77\x72\x42\x2b\x4e\x64\x75\x32\x6c\ -\x31\x59\x5a\x66\x41\x66\x45\x51\x54\x53\x4d\x63\x6a\x54\x77\x6a\ -\x43\x48\x6d\x36\x53\x2f\x46\x34\x35\x35\x62\x35\x70\x48\x36\x6d\ -\x6e\x65\x72\x47\x4e\x63\x77\x38\x70\x66\x6c\x63\x63\x4f\x51\x7a\ -\x77\x2b\x58\x31\x7a\x6a\x62\x6d\x47\x68\x71\x79\x6e\x52\x69\x32\ -\x2f\x5a\x63\x20\x77\x2b\x33\x39\x6b\x69\x41\x58\x4d\x6b\x7a\x6c\ -\x36\x69\x4c\x58\x56\x76\x54\x6b\x76\x6a\x42\x61\x72\x61\x35\x6f\ -\x4d\x4c\x69\x76\x34\x50\x36\x52\x51\x66\x46\x2f\x4b\x76\x79\x71\ -\x4c\x5a\x46\x65\x75\x5a\x74\x6c\x4c\x58\x46\x38\x38\x6a\x43\x77\ -\x4a\x38\x68\x6a\x6f\x50\x73\x70\x6b\x71\x6d\x51\x33\x4c\x74\x65\ -\x20\x4b\x46\x54\x75\x48\x70\x46\x41\x49\x47\x44\x37\x4e\x50\x64\ -\x33\x6b\x49\x55\x69\x2f\x4d\x5a\x78\x35\x4a\x70\x6b\x5a\x2b\x65\ -\x34\x4e\x33\x75\x38\x61\x4c\x42\x72\x33\x2b\x71\x36\x38\x68\x54\ -\x65\x47\x32\x58\x76\x54\x52\x51\x79\x54\x4b\x61\x63\x61\x54\x46\ -\x59\x77\x66\x72\x36\x51\x77\x78\x78\x48\x2f\x48\x6f\x20\x7a\x33\ -\x48\x56\x4f\x43\x44\x5a\x30\x66\x48\x30\x64\x49\x78\x6a\x4a\x4e\ -\x34\x55\x44\x72\x39\x5a\x31\x56\x6d\x74\x79\x6d\x61\x66\x59\x61\ -\x37\x49\x75\x38\x37\x33\x45\x55\x35\x47\x39\x51\x65\x74\x79\x66\ -\x51\x58\x68\x37\x76\x57\x73\x71\x78\x35\x63\x33\x31\x47\x4f\x37\ -\x41\x42\x35\x48\x45\x56\x2f\x55\x4e\x62\x20\x50\x48\x55\x6e\x48\ -\x6b\x37\x62\x53\x43\x51\x79\x78\x39\x33\x65\x38\x79\x4d\x52\x2f\ -\x51\x54\x44\x2f\x77\x30\x36\x52\x4f\x51\x72\x73\x58\x54\x6e\x44\ -\x55\x78\x39\x49\x76\x47\x6b\x45\x59\x6c\x45\x46\x6b\x74\x2b\x2b\ -\x35\x4d\x71\x66\x44\x61\x57\x37\x48\x6a\x64\x46\x46\x4f\x49\x57\ -\x6c\x62\x49\x78\x66\x6e\x65\x20\x4d\x4c\x70\x6f\x66\x63\x54\x46\ -\x6b\x4a\x57\x6a\x7a\x56\x39\x74\x61\x4b\x6a\x31\x6d\x7a\x6e\x66\ -\x4f\x61\x35\x77\x6b\x47\x42\x73\x55\x4f\x57\x6d\x74\x6c\x54\x71\ -\x39\x6d\x67\x30\x75\x6b\x6a\x79\x32\x78\x38\x41\x33\x6c\x37\x55\ -\x6a\x7a\x38\x35\x47\x72\x49\x4f\x42\x37\x6c\x4c\x59\x4b\x4d\x68\ -\x37\x68\x45\x76\x20\x6a\x62\x4b\x36\x55\x54\x68\x63\x58\x65\x38\ -\x34\x63\x31\x34\x64\x57\x4a\x39\x78\x73\x6f\x6c\x59\x2f\x67\x73\ -\x56\x4c\x76\x4e\x6f\x53\x6d\x7a\x4e\x75\x63\x33\x64\x34\x38\x68\ -\x2f\x48\x53\x74\x54\x62\x72\x41\x69\x6b\x63\x67\x63\x65\x72\x63\ -\x39\x36\x78\x33\x73\x4b\x4e\x2b\x50\x5a\x7a\x71\x48\x55\x2f\x69\ 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-\x4d\x30\x4b\x56\x49\x65\x61\x52\x20\x72\x61\x6c\x55\x61\x31\x50\ -\x51\x76\x72\x6f\x59\x66\x50\x63\x35\x67\x53\x63\x46\x76\x74\x6b\ -\x59\x44\x6b\x37\x6f\x44\x78\x4b\x32\x2f\x42\x39\x53\x6e\x4b\x63\ -\x59\x33\x6c\x69\x74\x4e\x51\x77\x35\x4f\x4e\x36\x52\x2f\x63\x4c\ -\x72\x30\x46\x67\x52\x73\x61\x33\x7a\x69\x38\x59\x4b\x6f\x4d\x59\ -\x78\x33\x46\x75\x5a\x20\x67\x66\x43\x5a\x69\x52\x42\x4c\x64\x61\ -\x36\x53\x79\x72\x6e\x37\x46\x44\x64\x74\x53\x69\x56\x2b\x6d\x79\ -\x70\x63\x47\x72\x62\x38\x66\x77\x69\x4d\x73\x52\x68\x46\x63\x33\ -\x4e\x7a\x35\x54\x79\x66\x33\x46\x55\x77\x56\x76\x4b\x59\x71\x42\ -\x34\x4e\x7a\x44\x64\x64\x65\x61\x53\x68\x49\x62\x44\x58\x53\x36\ -\x6e\x55\x20\x45\x36\x4c\x47\x41\x64\x76\x79\x57\x6c\x6f\x32\x65\ -\x57\x62\x49\x67\x35\x36\x4e\x31\x33\x73\x69\x2b\x76\x6c\x43\x66\ -\x4f\x58\x55\x4d\x71\x55\x7a\x72\x4d\x4c\x61\x4f\x76\x38\x43\x51\ -\x78\x4f\x62\x56\x59\x55\x6a\x45\x2b\x6e\x73\x52\x42\x4f\x41\x4a\ -\x30\x79\x78\x31\x4e\x50\x66\x67\x49\x6a\x72\x38\x6f\x37\x32\x20\ -\x56\x4f\x72\x5a\x61\x4e\x44\x2b\x48\x78\x45\x2b\x72\x66\x44\x6c\ -\x74\x6b\x54\x71\x38\x71\x61\x36\x75\x68\x71\x74\x39\x44\x30\x45\ -\x76\x45\x57\x45\x6a\x37\x66\x45\x55\x39\x65\x4d\x73\x52\x73\x4a\ -\x42\x66\x79\x58\x69\x44\x4a\x63\x51\x47\x78\x65\x68\x65\x39\x56\ -\x7a\x6c\x31\x34\x38\x58\x52\x48\x70\x74\x75\x32\x20\x50\x62\x63\ -\x43\x70\x36\x44\x42\x70\x64\x71\x6a\x51\x67\x4b\x66\x73\x79\x34\ -\x57\x47\x35\x73\x63\x62\x39\x54\x32\x37\x36\x6b\x59\x54\x7a\x46\ -\x49\x35\x6c\x65\x55\x72\x37\x53\x6c\x4f\x37\x79\x57\x45\x72\x4f\ -\x65\x59\x48\x33\x39\x76\x71\x61\x34\x31\x34\x32\x67\x30\x35\x5a\ -\x77\x58\x54\x6c\x31\x74\x48\x36\x6a\x20\x61\x44\x68\x77\x6e\x43\ -\x68\x2f\x55\x4f\x46\x4a\x6f\x32\x4c\x62\x55\x53\x30\x74\x72\x37\ -\x77\x57\x44\x51\x62\x66\x62\x6f\x68\x37\x76\x30\x4a\x33\x61\x79\ -\x4c\x64\x7a\x4d\x37\x35\x65\x68\x4b\x4a\x52\x4b\x6f\x47\x56\x72\ -\x32\x65\x53\x53\x4b\x57\x2f\x33\x4b\x46\x43\x7a\x79\x61\x6e\x6f\ -\x35\x6e\x73\x67\x63\x77\x20\x68\x62\x6d\x47\x55\x7a\x72\x44\x38\ -\x6d\x6e\x2b\x4f\x33\x69\x6f\x4d\x41\x43\x2f\x6e\x41\x33\x47\x43\ -\x71\x42\x6e\x62\x75\x55\x31\x77\x46\x74\x51\x2b\x58\x42\x37\x4b\ -\x76\x56\x73\x55\x7a\x44\x34\x42\x52\x45\x2b\x44\x57\x43\x6f\x47\ -\x67\x41\x74\x6e\x5a\x33\x64\x50\x70\x56\x33\x41\x36\x74\x52\x59\ -\x7a\x53\x31\x20\x41\x2f\x76\x78\x2b\x2f\x33\x7a\x77\x34\x47\x36\ -\x33\x77\x31\x6e\x72\x41\x52\x65\x63\x74\x55\x34\x4d\x4a\x48\x4f\ -\x66\x6d\x55\x6d\x30\x6d\x68\x53\x71\x64\x52\x32\x34\x41\x66\x41\ -\x56\x59\x6a\x63\x49\x4d\x68\x66\x4a\x4f\x2f\x4c\x4e\x4e\x6a\x31\ -\x2f\x32\x67\x49\x31\x6e\x30\x39\x61\x6c\x6b\x6a\x70\x72\x67\x73\ -\x20\x58\x30\x36\x46\x59\x74\x79\x49\x68\x79\x61\x35\x43\x68\x64\ -\x46\x62\x66\x39\x77\x58\x2f\x69\x53\x4e\x44\x55\x74\x33\x53\x55\ -\x55\x43\x69\x31\x70\x72\x71\x6b\x5a\x6a\x7a\x72\x44\x68\x45\x6c\ -\x32\x64\x44\x77\x39\x66\x30\x6e\x31\x76\x6f\x4a\x2b\x6c\x39\x4a\ -\x4c\x76\x35\x42\x68\x36\x43\x4d\x52\x79\x2f\x2b\x42\x20\x30\x64\ -\x79\x7a\x4c\x5a\x36\x2b\x46\x39\x57\x54\x4d\x61\x75\x4f\x62\x6d\ -\x6b\x70\x4f\x4f\x2f\x62\x6b\x73\x6d\x6e\x48\x4a\x50\x44\x42\x66\ -\x4d\x55\x42\x6e\x33\x68\x47\x30\x50\x32\x2f\x35\x70\x75\x37\x6a\ -\x66\x4d\x6b\x70\x6c\x71\x33\x71\x69\x34\x47\x50\x41\x4b\x6a\x64\ -\x67\x33\x45\x71\x6a\x31\x44\x6c\x75\x61\x20\x4a\x4b\x5a\x73\x68\ -\x68\x57\x32\x61\x67\x38\x43\x57\x65\x33\x52\x78\x33\x72\x31\x56\ -\x65\x30\x32\x47\x79\x71\x41\x52\x45\x50\x32\x68\x51\x56\x4a\x59\ -\x2b\x35\x75\x54\x61\x52\x4f\x4c\x42\x36\x37\x77\x49\x44\x7a\x56\ -\x58\x43\x41\x42\x31\x76\x6a\x71\x51\x2b\x4e\x39\x2f\x36\x32\x76\ -\x57\x76\x41\x64\x48\x31\x33\x20\x4d\x33\x78\x43\x37\x73\x30\x56\ -\x50\x62\x6c\x50\x54\x6e\x57\x46\x6d\x4a\x47\x49\x32\x50\x56\x2f\ -\x6c\x59\x4b\x2b\x75\x78\x63\x75\x71\x72\x39\x46\x6a\x59\x76\x61\ -\x4d\x35\x6b\x58\x76\x4b\x2b\x33\x7a\x68\x64\x30\x52\x79\x6b\x74\ -\x6c\x53\x73\x52\x2f\x51\x44\x51\x46\x36\x66\x7a\x56\x48\x75\x71\ -\x34\x77\x42\x47\x20\x69\x42\x78\x76\x43\x74\x55\x31\x35\x31\x31\ -\x4f\x41\x54\x6c\x61\x43\x6a\x36\x6b\x67\x58\x45\x2b\x72\x79\x6c\ -\x36\x77\x6c\x6a\x45\x47\x69\x65\x54\x34\x71\x37\x75\x6a\x5a\x52\ -\x57\x62\x56\x56\x45\x4c\x34\x71\x6e\x75\x37\x37\x4e\x4a\x47\x36\ -\x53\x52\x49\x50\x42\x54\x34\x72\x6f\x6c\x63\x42\x50\x57\x68\x4f\ -\x70\x20\x63\x79\x62\x72\x76\x68\x4f\x68\x2b\x46\x37\x38\x30\x61\ -\x4f\x70\x57\x79\x71\x33\x37\x78\x61\x4c\x76\x54\x70\x70\x69\x66\ -\x38\x44\x6d\x53\x71\x44\x5a\x59\x51\x74\x2f\x78\x50\x41\x76\x68\ -\x35\x64\x66\x69\x61\x65\x36\x66\x7a\x5a\x46\x50\x55\x37\x61\x71\ -\x4a\x68\x2b\x33\x52\x52\x62\x67\x4b\x32\x41\x66\x4d\x45\x20\x64\ -\x73\x72\x31\x6d\x69\x69\x68\x2b\x76\x72\x6c\x49\x75\x37\x76\x38\ -\x61\x34\x35\x42\x37\x42\x56\x6c\x58\x4d\x54\x48\x64\x6c\x70\x72\ -\x53\x6c\x59\x69\x67\x61\x37\x66\x6b\x63\x47\x67\x68\x4a\x44\x38\ -\x46\x46\x51\x49\x52\x69\x41\x35\x41\x53\x2b\x30\x5a\x62\x4b\x66\ -\x4a\x63\x42\x68\x71\x63\x70\x45\x4c\x41\x64\x20\x63\x66\x39\x4e\ -\x55\x56\x39\x4a\x30\x4f\x2b\x30\x70\x54\x6f\x76\x6a\x4e\x6a\x2b\ -\x2f\x51\x58\x6a\x59\x66\x70\x6e\x32\x66\x4b\x78\x39\x6c\x54\x47\ -\x63\x7a\x6b\x64\x44\x64\x62\x76\x36\x79\x6f\x58\x53\x2b\x6e\x43\ -\x6f\x67\x42\x62\x63\x35\x6a\x56\x55\x37\x6b\x54\x4e\x68\x4c\x46\ -\x48\x36\x47\x62\x67\x48\x65\x57\x20\x50\x45\x6e\x34\x56\x63\x58\ -\x63\x68\x57\x64\x50\x35\x6d\x79\x35\x4d\x57\x52\x66\x44\x58\x78\ -\x73\x63\x4e\x57\x65\x6d\x53\x52\x73\x2b\x65\x38\x45\x54\x68\x78\ -\x38\x58\x49\x53\x66\x78\x4e\x4c\x5a\x4b\x54\x47\x73\x55\x37\x49\ -\x6b\x6a\x46\x6a\x2b\x39\x2b\x46\x70\x72\x50\x68\x33\x50\x4e\x4e\ -\x35\x31\x56\x54\x30\x20\x4f\x52\x61\x61\x77\x74\x62\x62\x52\x4c\ -\x6b\x47\x2b\x4c\x74\x72\x56\x6b\x52\x42\x56\x79\x74\x63\x31\x42\ -\x69\x79\x72\x32\x49\x53\x70\x74\x33\x68\x2b\x74\x71\x54\x70\x52\ -\x44\x47\x55\x63\x70\x59\x74\x52\x75\x47\x48\x6a\x68\x62\x6a\x42\ -\x55\x41\x4b\x72\x30\x37\x2f\x73\x75\x74\x37\x61\x6d\x4f\x6f\x4b\ -\x49\x72\x20\x55\x41\x5a\x6b\x35\x57\x75\x46\x6f\x70\x63\x31\x42\ -\x4f\x72\x75\x62\x47\x35\x75\x37\x6f\x2f\x48\x63\x51\x7a\x39\x41\ -\x55\x56\x6a\x70\x63\x6a\x44\x62\x61\x6e\x4f\x4c\x77\x50\x45\x55\ -\x74\x6b\x6e\x51\x41\x61\x6b\x4a\x4f\x6d\x6c\x6b\x55\x68\x6b\x4a\ -\x34\x6d\x66\x70\x71\x61\x6d\x71\x71\x68\x64\x64\x37\x6b\x71\x20\ -\x6a\x34\x39\x67\x72\x41\x41\x65\x6d\x45\x6c\x6a\x42\x5a\x42\x4b\ -\x76\x5a\x79\x4f\x5a\x37\x4a\x48\x46\x70\x65\x49\x33\x69\x68\x6e\ -\x35\x4c\x5a\x75\x75\x71\x39\x6d\x6b\x70\x61\x78\x30\x56\x44\x6f\ -\x48\x52\x54\x4b\x6b\x43\x47\x69\x56\x7a\x53\x45\x51\x6b\x64\x4f\ -\x78\x6e\x30\x6e\x69\x6f\x6e\x35\x65\x57\x42\x49\x20\x2f\x4b\x51\ -\x71\x6e\x79\x72\x49\x4c\x6b\x38\x2b\x55\x32\x47\x77\x54\x49\x56\ -\x76\x65\x4c\x61\x34\x63\x68\x37\x54\x4b\x4c\x66\x72\x78\x65\x36\ -\x42\x77\x4b\x36\x71\x63\x6a\x76\x6f\x78\x72\x79\x59\x70\x37\x61\ -\x33\x74\x32\x63\x64\x6f\x2b\x4a\x49\x6c\x44\x75\x41\x6a\x7a\x65\ -\x47\x37\x64\x2f\x5a\x74\x6a\x31\x53\x20\x38\x47\x42\x4a\x49\x6f\ -\x47\x36\x6c\x59\x6a\x63\x52\x6f\x6c\x69\x6f\x34\x6f\x2b\x6d\x73\ -\x50\x63\x7a\x30\x50\x72\x61\x34\x5a\x78\x2b\x33\x65\x36\x44\x4b\ -\x55\x4c\x49\x4a\x62\x71\x66\x4b\x51\x39\x33\x58\x46\x6f\x30\x65\ -\x6a\x73\x6d\x43\x32\x49\x76\x48\x66\x72\x78\x6c\x64\x75\x41\x38\ -\x78\x6f\x73\x48\x35\x66\x20\x56\x45\x38\x72\x74\x72\x78\x6d\x75\ -\x71\x78\x6b\x77\x48\x4b\x6f\x76\x5a\x42\x44\x64\x33\x76\x78\x5a\ -\x59\x30\x34\x32\x2f\x76\x44\x57\x45\x4b\x68\x30\x42\x4a\x6e\x32\ -\x35\x59\x48\x46\x62\x6d\x41\x6e\x58\x38\x6f\x48\x6b\x48\x31\x74\ -\x4c\x7a\x34\x41\x69\x67\x44\x56\x43\x64\x6b\x56\x76\x67\x39\x41\ -\x53\x65\x57\x20\x36\x62\x70\x41\x56\x54\x38\x4d\x6c\x48\x4b\x45\ -\x48\x7a\x36\x76\x77\x6e\x68\x77\x6f\x71\x6b\x72\x54\x53\x48\x37\ -\x44\x4d\x46\x39\x6b\x45\x4c\x67\x36\x66\x65\x41\x66\x78\x6d\x34\ -\x76\x34\x33\x61\x39\x72\x68\x38\x67\x70\x4e\x4a\x57\x79\x61\x54\ -\x51\x44\x7a\x6a\x73\x69\x70\x63\x33\x42\x39\x50\x52\x5a\x2b\x54\ -\x20\x62\x72\x42\x43\x39\x62\x55\x66\x70\x43\x6a\x4b\x50\x78\x43\ -\x42\x42\x2b\x4b\x64\x6e\x56\x35\x72\x33\x75\x6e\x45\x7a\x50\x6e\ -\x6b\x56\x79\x41\x52\x6b\x47\x71\x66\x46\x6e\x62\x47\x59\x72\x46\ -\x59\x54\x32\x73\x79\x39\x54\x36\x55\x2f\x30\x45\x35\x73\x63\x72\ -\x51\x50\x34\x64\x43\x6f\x54\x48\x58\x36\x67\x74\x5a\x20\x2f\x73\ -\x2b\x71\x36\x6e\x57\x55\x6d\x4b\x57\x4a\x63\x48\x56\x4e\x66\x64\ -\x63\x52\x6d\x54\x47\x71\x54\x55\x34\x48\x4b\x68\x4c\x73\x2f\x7a\ -\x38\x36\x55\x43\x5a\x46\x32\x31\x4f\x5a\x4b\x77\x78\x31\x6a\x36\ -\x57\x67\x57\x4e\x72\x48\x43\x52\x47\x37\x37\x6d\x76\x71\x63\x69\ -\x6c\x39\x72\x67\x58\x68\x75\x31\x37\x35\x20\x6f\x4f\x4c\x4b\x46\ -\x2f\x71\x76\x56\x54\x36\x37\x6d\x32\x56\x56\x4e\x31\x70\x57\x30\ -\x4f\x66\x6d\x56\x69\x50\x39\x6f\x6e\x59\x41\x62\x53\x36\x63\x33\ -\x4a\x37\x71\x57\x4e\x47\x65\x37\x76\x78\x64\x46\x64\x76\x6e\x49\ -\x6a\x74\x55\x50\x51\x52\x6e\x31\x53\x51\x38\x36\x71\x53\x52\x36\ -\x4f\x69\x36\x53\x59\x52\x33\x20\x55\x71\x68\x65\x37\x63\x58\x2b\ -\x50\x6a\x65\x33\x4b\x6c\x4a\x54\x4d\x35\x37\x43\x75\x4e\x49\x55\ -\x73\x72\x2b\x70\x63\x43\x4d\x41\x4b\x68\x39\x70\x54\x61\x54\x4f\ -\x46\x30\x65\x50\x42\x54\x61\x4a\x79\x42\x37\x6a\x48\x50\x61\x6b\ -\x49\x68\x56\x7a\x76\x77\x38\x4d\x69\x63\x67\x58\x39\x4f\x69\x51\ -\x56\x54\x76\x70\x20\x4d\x38\x48\x4a\x39\x6d\x48\x35\x49\x70\x62\ -\x2f\x58\x78\x35\x78\x56\x36\x37\x72\x73\x4e\x64\x4d\x35\x38\x41\ -\x31\x68\x75\x79\x50\x41\x56\x63\x44\x56\x79\x67\x63\x49\x72\x43\ -\x33\x4b\x44\x66\x33\x4b\x47\x66\x33\x4c\x54\x57\x61\x51\x6f\x45\ -\x76\x4b\x33\x49\x4a\x63\x45\x31\x72\x49\x6a\x58\x71\x2f\x4d\x61\ -\x51\x20\x56\x62\x65\x7a\x30\x33\x6c\x6e\x56\x49\x54\x7a\x59\x75\ -\x6e\x73\x6a\x79\x62\x2b\x46\x4d\x50\x54\x30\x46\x44\x72\x6c\x2b\ -\x32\x2b\x50\x56\x58\x63\x4a\x61\x35\x49\x33\x6a\x53\x6b\x4f\x34\ -\x2b\x54\x53\x53\x53\x38\x35\x58\x50\x37\x72\x37\x50\x72\x45\x78\ -\x54\x55\x55\x68\x45\x31\x6a\x6d\x68\x4c\x44\x39\x57\x63\x20\x62\ -\x77\x7a\x34\x44\x33\x63\x4c\x6a\x74\x61\x2b\x35\x61\x42\x4c\x33\ -\x34\x2b\x65\x6b\x74\x32\x61\x64\x78\x75\x7a\x4a\x61\x53\x67\x49\ -\x33\x62\x39\x5a\x56\x4b\x51\x64\x51\x62\x56\x33\x79\x42\x79\x4d\ -\x41\x4e\x38\x5a\x41\x4a\x33\x55\x64\x6d\x7a\x63\x6d\x44\x73\x57\ -\x55\x4f\x67\x2f\x6b\x79\x6b\x2b\x49\x57\x46\x20\x7a\x65\x32\x70\ -\x6a\x6b\x57\x4d\x6f\x33\x54\x57\x56\x46\x4d\x4d\x33\x37\x6d\x66\ -\x45\x69\x58\x6a\x42\x46\x37\x4b\x69\x65\x2f\x77\x39\x43\x67\x44\ -\x61\x4a\x75\x61\x6d\x71\x72\x63\x33\x70\x35\x72\x42\x4d\x34\x41\ -\x31\x69\x76\x47\x53\x57\x32\x4a\x52\x50\x2f\x53\x50\x42\x4b\x4a\ -\x7a\x49\x6e\x46\x59\x6a\x33\x52\x20\x71\x42\x55\x79\x6a\x48\x6e\ -\x5a\x6d\x52\x5a\x6f\x44\x4e\x66\x58\x6e\x6f\x54\x49\x48\x52\x35\ -\x4e\x54\x38\x63\x7a\x32\x66\x32\x59\x78\x41\x32\x49\x53\x5a\x31\ -\x68\x52\x51\x4a\x31\x5a\x35\x51\x49\x45\x73\x31\x72\x78\x63\x77\ -\x58\x76\x46\x43\x58\x78\x31\x48\x2b\x70\x7a\x57\x52\x2b\x72\x78\ -\x72\x2b\x41\x34\x45\x20\x75\x55\x32\x46\x44\x31\x55\x5a\x73\x72\ -\x72\x52\x73\x6f\x49\x41\x4c\x59\x6e\x30\x5a\x59\x4b\x2b\x6e\x34\ -\x72\x63\x31\x30\x5a\x37\x33\x30\x69\x39\x2f\x35\x78\x68\x6a\x46\ -\x56\x65\x56\x66\x39\x72\x4f\x6f\x78\x56\x63\x33\x4e\x7a\x4a\x54\ -\x6b\x7a\x72\x6f\x59\x2b\x67\x4d\x68\x74\x42\x74\x79\x68\x72\x6a\ -\x35\x6d\x20\x75\x6b\x5a\x72\x51\x36\x43\x2b\x76\x53\x46\x67\x2f\ -\x61\x77\x70\x56\x44\x66\x6b\x53\x37\x57\x69\x49\x47\x37\x58\x37\ -\x32\x39\x7a\x66\x48\x6c\x50\x34\x39\x61\x61\x7a\x6a\x34\x73\x79\ -\x6a\x63\x48\x48\x4e\x72\x78\x2b\x52\x48\x35\x64\x69\x6c\x6a\x42\ -\x65\x44\x4c\x36\x77\x2f\x70\x38\x33\x65\x49\x76\x4a\x38\x64\x20\ -\x78\x6b\x6f\x56\x75\x62\x41\x74\x31\x58\x48\x79\x30\x45\x42\x5a\ -\x4f\x57\x44\x41\x69\x33\x38\x78\x43\x34\x30\x56\x51\x44\x71\x64\ -\x54\x6a\x6c\x47\x78\x61\x48\x41\x33\x37\x33\x61\x46\x64\x37\x6b\ -\x30\x39\x79\x44\x54\x58\x56\x31\x6f\x36\x6f\x4a\x71\x64\x75\x33\ -\x66\x61\x31\x6f\x72\x50\x34\x6c\x4b\x67\x63\x4d\x20\x4e\x46\x5a\ -\x51\x57\x42\x45\x30\x52\x6f\x49\x66\x45\x4d\x64\x34\x31\x73\x31\ -\x74\x75\x33\x54\x69\x54\x7a\x41\x78\x69\x6c\x58\x52\x76\x53\x52\ -\x34\x39\x67\x30\x46\x36\x6b\x36\x5a\x7a\x4c\x34\x6d\x31\x59\x69\ -\x45\x36\x76\x30\x66\x45\x36\x47\x55\x49\x7a\x6b\x72\x6d\x43\x74\ -\x69\x47\x57\x2f\x56\x67\x71\x6b\x6b\x20\x45\x6f\x6c\x45\x66\x47\ -\x37\x2b\x43\x6b\x58\x66\x44\x73\x5a\x7a\x4b\x4f\x65\x32\x4a\x70\ -\x50\x50\x55\x35\x41\x38\x54\x6c\x4d\x51\x79\x65\x74\x79\x56\x55\ -\x34\x64\x57\x43\x78\x7a\x4e\x49\x53\x74\x75\x6b\x2b\x44\x58\x6f\ -\x48\x33\x65\x37\x6c\x4e\x68\x66\x64\x4e\x70\x32\x5a\x51\x67\x32\ -\x33\x64\x4d\x79\x44\x53\x20\x33\x41\x73\x58\x6b\x64\x76\x4a\x36\ -\x35\x66\x61\x4f\x7a\x72\x69\x55\x42\x41\x4d\x78\x4e\x44\x69\x33\ -\x30\x56\x79\x34\x56\x52\x6d\x33\x71\x6f\x53\x76\x73\x61\x6d\x70\ -\x71\x59\x71\x70\x32\x64\x72\x4f\x2b\x68\x41\x59\x63\x48\x45\x76\ -\x45\x56\x4c\x33\x7a\x52\x53\x73\x6e\x4d\x6b\x55\x48\x65\x64\x69\ -\x4f\x78\x63\x20\x5a\x30\x2f\x30\x4d\x2b\x31\x4a\x37\x31\x33\x6a\ -\x68\x6b\x44\x39\x6e\x78\x45\x4b\x79\x77\x71\x52\x47\x39\x71\x54\ -\x6d\x5a\x58\x39\x39\x34\x70\x45\x46\x75\x50\x30\x48\x6d\x32\x34\ -\x76\x46\x74\x46\x39\x78\x47\x6f\x56\x74\x67\x46\x36\x42\x58\x6b\ -\x57\x54\x41\x2b\x4d\x5a\x35\x79\x38\x52\x50\x42\x37\x2f\x66\x50\ -\x20\x6e\x2b\x50\x54\x33\x35\x61\x6f\x55\x34\x44\x41\x63\x33\x6d\ -\x6a\x59\x73\x56\x49\x61\x71\x61\x57\x5a\x63\x32\x62\x55\x79\x48\ -\x2f\x6a\x56\x6e\x31\x72\x62\x61\x32\x74\x70\x32\x4d\x65\x46\x4e\ -\x54\x30\x79\x35\x75\x72\x75\x64\x6e\x52\x59\x4d\x47\x6f\x4b\x70\ -\x36\x35\x43\x52\x55\x59\x5a\x6f\x51\x44\x56\x62\x74\x20\x55\x53\ -\x37\x69\x6c\x54\x65\x36\x4c\x70\x37\x4a\x37\x73\x6b\x6b\x2b\x61\ -\x34\x6e\x64\x59\x61\x56\x36\x4d\x6a\x2b\x51\x69\x67\x5a\x49\x4f\ -\x6c\x58\x6e\x41\x64\x74\x75\x36\x5a\x70\x4d\x76\x73\x63\x69\x62\ -\x66\x36\x2f\x66\x4e\x4e\x4e\x2f\x2b\x41\x77\x6e\x77\x77\x2f\x67\ -\x52\x36\x4d\x4b\x4a\x2f\x57\x62\x61\x73\x20\x75\x6b\x39\x46\x63\ -\x53\x37\x49\x6a\x51\x68\x69\x69\x44\x36\x34\x57\x79\x67\x30\x43\ -\x6d\x47\x33\x41\x75\x48\x36\x32\x74\x4f\x48\x4d\x56\x61\x76\x75\ -\x57\x6f\x63\x50\x64\x30\x43\x5a\x79\x6f\x4d\x72\x75\x2f\x59\x42\ -\x6a\x77\x4a\x30\x6c\x65\x50\x7a\x30\x44\x31\x4e\x45\x79\x65\x6a\ -\x51\x54\x72\x56\x67\x4b\x49\x20\x4f\x41\x4e\x6d\x78\x5a\x70\x63\ -\x4e\x63\x79\x48\x71\x36\x57\x6c\x5a\x54\x75\x46\x6d\x4b\x42\x2b\ -\x52\x50\x6e\x66\x30\x53\x67\x7a\x6d\x47\x72\x73\x4a\x47\x49\x6e\ 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-\x47\x4d\x34\x38\x45\x35\x67\x73\x52\x6a\x36\x53\x7a\x58\x64\x66\ -\x56\x58\x6c\x6e\x42\x63\x54\x69\x57\x46\x39\x50\x58\x32\x45\x41\ -\x2f\x37\x44\x45\x62\x6b\x4f\x62\x32\x4f\x31\x20\x57\x64\x46\x6a\ -\x6b\x77\x57\x4e\x37\x47\x6c\x6c\x57\x36\x39\x7a\x44\x77\x4f\x33\ -\x6d\x6b\x58\x4f\x62\x55\x39\x31\x37\x4a\x2f\x44\x71\x41\x4d\x39\ -\x48\x2b\x67\x4c\x36\x4e\x74\x46\x56\x48\x37\x5a\x45\x4b\x6a\x2f\ -\x62\x78\x55\x5a\x73\x45\x6b\x69\x49\x36\x6f\x44\x47\x47\x72\x65\ -\x4f\x75\x44\x38\x6e\x46\x75\x52\x20\x2f\x2b\x56\x6f\x78\x74\x61\ -\x61\x79\x66\x78\x56\x43\x6b\x73\x37\x41\x46\x7a\x56\x57\x34\x61\ -\x39\x51\x48\x5a\x49\x38\x34\x72\x71\x68\x6b\x69\x67\x2f\x68\x79\ -\x66\x35\x6c\x39\x45\x39\x44\x79\x47\x79\x76\x62\x75\x75\x45\x7a\ -\x34\x78\x2b\x42\x69\x45\x4e\x50\x46\x32\x72\x56\x72\x65\x78\x4f\ -\x5a\x37\x4f\x6b\x43\x20\x76\x2f\x56\x71\x46\x32\x45\x2f\x70\x36\ -\x66\x79\x6a\x6f\x46\x68\x49\x53\x4f\x78\x41\x6e\x78\x4e\x45\x66\ 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-\x46\x72\x39\x76\x52\x74\x35\x77\x77\x2f\x4e\x6b\x79\x59\x4c\x66\ -\x56\x2b\x4b\x6f\x49\x50\x32\x4c\x6e\x63\x4a\x46\x32\x68\x45\x74\ -\x46\x33\x65\x4d\x5a\x73\x49\x4f\x70\x63\x4f\x64\x6f\x78\x7a\x4e\ -\x46\x4f\x4c\x76\x57\x5a\x30\x2b\x6e\x20\x39\x44\x67\x4f\x33\x37\ -\x78\x68\x66\x61\x6b\x66\x75\x38\x47\x59\x79\x59\x6a\x39\x73\x43\ -\x6f\x58\x41\x56\x6c\x56\x50\x52\x37\x56\x36\x31\x45\x2b\x46\x77\ -\x30\x48\x6a\x69\x75\x34\x4d\x50\x52\x79\x67\x56\x4d\x62\x49\x38\ -\x48\x33\x54\x39\x6f\x54\x6a\x4a\x4a\x49\x76\x66\x38\x63\x6c\x46\ -\x49\x4b\x76\x6c\x6e\x48\x20\x30\x4d\x50\x6a\x32\x64\x48\x70\x65\ -\x6f\x32\x47\x4b\x63\x73\x6c\x6a\x47\x63\x36\x76\x36\x52\x43\x71\ -\x56\x69\x4d\x42\x70\x2f\x6d\x2f\x78\x49\x4d\x56\x70\x63\x4b\x72\ -\x4a\x77\x55\x6d\x6b\x4c\x32\x47\x61\x42\x48\x67\x50\x34\x65\x30\ -\x62\x69\x6f\x58\x49\x49\x61\x2f\x34\x33\x77\x6f\x75\x6d\x59\x50\ -\x30\x41\x35\x20\x54\x4e\x43\x76\x72\x42\x72\x44\x2b\x6a\x6f\x51\ -\x43\x4e\x6a\x71\x63\x69\x66\x65\x56\x58\x4f\x33\x49\x68\x7a\x66\ -\x33\x74\x48\x78\x36\x4b\x51\x39\x78\x44\x67\x51\x35\x4c\x36\x2b\ -\x2f\x36\x73\x61\x6b\x59\x46\x74\x4c\x5a\x32\x64\x33\x65\x46\x6b\ -\x78\x7a\x45\x44\x64\x74\x39\x41\x64\x70\x51\x50\x45\x32\x48\x45\ -\x20\x47\x5a\x59\x72\x6e\x4e\x78\x2f\x66\x2b\x45\x58\x59\x78\x6d\ -\x62\x69\x58\x74\x58\x2f\x77\x75\x56\x45\x66\x54\x49\x64\x63\x43\ -\x79\x54\x67\x63\x73\x6f\x37\x51\x46\x6b\x52\x50\x61\x55\x78\x31\ -\x4e\x37\x63\x6d\x4f\x72\x37\x59\x56\x6c\x74\x33\x39\x4f\x31\x47\ -\x75\x49\x36\x4e\x57\x42\x5a\x30\x71\x31\x71\x77\x68\x20\x74\x32\ -\x42\x4a\x39\x51\x65\x41\x55\x6d\x4d\x35\x50\x56\x4c\x76\x76\x33\ -\x41\x55\x74\x33\x49\x45\x2f\x67\x4b\x67\x79\x68\x56\x74\x69\x66\ -\x51\x39\x76\x72\x6e\x62\x50\x77\x65\x30\x43\x2f\x4c\x4c\x63\x44\ -\x68\x63\x76\x37\x69\x36\x37\x6d\x4a\x56\x4c\x70\x71\x7a\x70\x57\ -\x64\x61\x6e\x7a\x74\x73\x31\x58\x32\x36\x20\x57\x4e\x7a\x56\x69\ -\x32\x37\x48\x34\x4d\x68\x55\x71\x6e\x74\x53\x2f\x59\x68\x54\x76\ -\x58\x4d\x6e\x59\x61\x76\x32\x66\x30\x42\x4b\x79\x57\x53\x73\x38\ -\x7a\x6b\x63\x4e\x6c\x45\x4a\x56\x79\x2b\x57\x42\x59\x4f\x57\x49\ -\x2f\x71\x63\x67\x76\x6a\x6d\x39\x6f\x52\x66\x65\x47\x48\x39\x70\ -\x73\x61\x77\x66\x54\x4e\x4b\x20\x58\x36\x33\x41\x6a\x63\x41\x33\ -\x57\x68\x4f\x70\x6e\x34\x37\x32\x6e\x70\x5a\x6c\x7a\x61\x76\x41\ -\x65\x51\x54\x76\x4b\x48\x37\x48\x68\x5a\x4f\x54\x6d\x65\x7a\x76\ -\x4a\x32\x50\x38\x48\x68\x67\x4e\x6c\x76\x55\x6d\x31\x39\x41\x39\ -\x52\x4b\x51\x4b\x32\x4b\x59\x4f\x69\x58\x67\x6d\x38\x79\x79\x44\ -\x6b\x6d\x58\x44\x20\x6c\x76\x55\x32\x77\x39\x43\x69\x31\x72\x76\ -\x63\x32\x35\x37\x4b\x76\x4d\x66\x6a\x66\x6d\x61\x44\x62\x64\x30\ -\x46\x75\x6c\x4f\x62\x34\x68\x35\x51\x69\x46\x41\x66\x5a\x68\x78\ -\x32\x66\x52\x71\x6f\x41\x39\x6d\x34\x31\x4a\x2b\x70\x57\x62\x4f\ -\x47\x4d\x66\x6d\x4c\x47\x75\x7a\x36\x35\x34\x43\x33\x41\x4a\x6a\ -\x69\x20\x4e\x4c\x55\x6b\x75\x31\x70\x4c\x6e\x42\x64\x6e\x53\x47\ -\x31\x42\x2b\x56\x6b\x4f\x34\x30\x73\x44\x49\x39\x36\x62\x61\x32\ -\x6f\x57\x62\x4b\x33\x79\x62\x53\x71\x2b\x33\x4e\x79\x65\x36\x6c\ -\x6a\x4d\x44\x46\x59\x6e\x48\x6b\x69\x78\x41\x4f\x34\x66\x67\x63\ -\x4d\x39\x6d\x68\x58\x56\x4d\x2b\x4d\x64\x58\x62\x38\x65\x20\x37\ -\x68\x34\x72\x77\x4a\x63\x49\x32\x36\x73\x46\x39\x6a\x44\x56\x32\ -\x50\x76\x46\x52\x4b\x4b\x74\x4d\x57\x51\x64\x6a\x42\x69\x72\x52\ -\x50\x57\x6a\x4c\x59\x6e\x30\x59\x4c\x2f\x6c\x6c\x42\x4f\x32\x2f\ -\x47\x64\x54\x43\x42\x48\x79\x73\x69\x45\x62\x77\x54\x77\x38\x6e\ -\x73\x6e\x38\x59\x37\x4c\x37\x6e\x57\x6f\x39\x20\x4c\x49\x31\x6e\ -\x75\x6a\x34\x44\x58\x46\x75\x69\x66\x58\x66\x48\x5a\x4e\x54\x62\ -\x76\x57\x4d\x68\x4a\x2f\x79\x76\x46\x68\x4a\x6e\x6c\x2b\x53\x33\ -\x56\x54\x33\x52\x46\x4c\x62\x50\x51\x6a\x6b\x4a\x6c\x59\x38\x59\ -\x4c\x67\x64\x73\x64\x36\x6b\x66\x69\x37\x45\x43\x78\x49\x64\x7a\ 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-\x41\x59\x43\x75\x7a\x56\x4e\x67\x36\x73\x6c\x45\x71\x68\x62\x20\ -\x43\x56\x78\x46\x43\x57\x4d\x6c\x42\x6b\x64\x50\x68\x62\x47\x43\ -\x36\x61\x6d\x61\x6f\x2f\x46\x4d\x39\x75\x4f\x4b\x33\x75\x44\x5a\ -\x43\x48\x76\x6d\x44\x50\x34\x55\x69\x53\x77\x75\x55\x55\x5a\x2b\ -\x37\x44\x53\x46\x41\x6d\x63\x4b\x65\x6a\x7a\x43\x5a\x30\x58\x31\ -\x43\x79\x43\x4e\x71\x6c\x79\x6a\x47\x45\x65\x32\x20\x4a\x70\x50\ -\x58\x76\x35\x52\x4b\x50\x54\x48\x57\x6e\x4c\x52\x77\x6f\x50\x5a\ -\x63\x41\x55\x38\x66\x67\x63\x4c\x6c\x73\x58\x54\x58\x6c\x43\x53\ -\x6b\x74\x6f\x58\x38\x49\x55\x45\x76\x30\x74\x4b\x36\x37\x30\x74\ -\x46\x35\x43\x4d\x69\x37\x6a\x38\x62\x37\x50\x72\x66\x4e\x54\x54\ -\x55\x2b\x67\x73\x37\x64\x6c\x71\x4d\x20\x4f\x4a\x65\x53\x7a\x74\ -\x33\x69\x39\x76\x72\x41\x6f\x68\x7a\x4a\x46\x39\x61\x76\x33\x31\ -\x54\x71\x66\x41\x42\x55\x6a\x75\x2f\x37\x72\x78\x54\x38\x65\x47\ -\x50\x47\x48\x4c\x42\x6b\x45\x39\x52\x72\x35\x6a\x47\x30\x57\x2f\ -\x52\x62\x62\x63\x6e\x4f\x4b\x7a\x33\x62\x78\x42\x79\x77\x69\x53\ -\x4d\x37\x70\x54\x78\x46\x20\x49\x70\x48\x46\x6b\x57\x44\x39\x30\ -\x51\x33\x42\x75\x76\x4d\x69\x74\x6e\x56\x42\x78\x4c\x59\x75\x69\ -\x4e\x72\x57\x68\x38\x4c\x68\x36\x64\x76\x34\x61\x57\x76\x62\x73\ -\x46\x45\x64\x54\x67\x43\x36\x50\x5a\x72\x6e\x69\x4c\x69\x2f\x47\ -\x32\x6d\x58\x72\x7a\x57\x56\x61\x68\x45\x34\x42\x7a\x67\x77\x47\ -\x72\x4b\x2f\x20\x57\x72\x68\x76\x2b\x73\x56\x67\x4d\x47\x67\x31\ -\x42\x41\x50\x58\x35\x2b\x5a\x57\x64\x57\x48\x77\x67\x6d\x75\x51\ -\x62\x41\x6a\x61\x64\x34\x30\x6e\x55\x32\x4d\x30\x52\x43\x7a\x2f\ -\x42\x31\x58\x31\x47\x72\x78\x74\x78\x79\x62\x51\x59\x30\x65\x59\ -\x6f\x55\x2b\x49\x30\x56\x54\x44\x6e\x51\x7a\x63\x52\x4b\x62\x72\ -\x20\x72\x4c\x44\x6c\x72\x77\x49\x38\x4e\x49\x4e\x30\x48\x33\x64\ -\x37\x31\x5a\x2b\x69\x30\x53\x56\x48\x54\x56\x52\x6c\x63\x31\x6b\ -\x77\x61\x4f\x58\x52\x6e\x79\x41\x38\x30\x68\x70\x50\x2f\x57\x77\ -\x46\x6d\x4b\x6c\x67\x59\x4b\x36\x4b\x58\x4b\x4a\x6d\x76\x72\x76\ -\x42\x74\x76\x63\x54\x45\x39\x74\x77\x65\x4c\x6b\x6c\x20\x6c\x58\ -\x70\x6b\x4e\x50\x63\x4d\x42\x32\x6f\x50\x52\x4b\x58\x55\x7a\x75\ -\x63\x74\x69\x63\x79\x6f\x53\x39\x32\x50\x6d\x55\x51\x69\x32\x39\ -\x59\x59\x38\x42\x2b\x2f\x55\x34\x53\x35\x79\x70\x57\x4b\x50\x6f\ -\x73\x51\x45\x65\x55\x64\x43\x41\x64\x54\x2b\x4c\x55\x37\x68\x5a\ -\x78\x35\x57\x4d\x54\x32\x76\x77\x64\x34\x20\x47\x59\x68\x53\x49\ -\x71\x65\x78\x44\x34\x46\x74\x41\x38\x4b\x51\x52\x33\x53\x34\x67\ -\x2f\x75\x4f\x34\x67\x2b\x72\x30\x34\x74\x78\x2f\x30\x68\x6e\x65\ -\x37\x48\x64\x4d\x50\x35\x52\x67\x5a\x4f\x6e\x38\x50\x6e\x62\x62\ -\x7a\x54\x58\x47\x4f\x4c\x35\x5a\x51\x64\x41\x58\x59\x31\x4b\x33\ -\x32\x2b\x39\x73\x43\x35\x73\x20\x57\x66\x73\x59\x77\x75\x6d\x67\ -\x78\x35\x4c\x66\x76\x6a\x73\x67\x49\x45\x6a\x52\x7a\x61\x57\x41\ -\x34\x52\x6a\x61\x45\x4b\x78\x2f\x79\x48\x44\x6b\x6f\x35\x4e\x52\ -\x58\x6d\x34\x6b\x34\x74\x6c\x73\x65\x38\x54\x32\x48\x36\x38\x75\ -\x41\x39\x51\x72\x2b\x6f\x6d\x59\x32\x76\x73\x72\x43\x74\x58\x4c\ -\x53\x77\x62\x48\x20\x74\x73\x52\x54\x31\x7a\x5a\x47\x67\x6f\x63\ -\x61\x78\x51\x32\x47\x71\x47\x33\x76\x69\x62\x6f\x50\x49\x74\x51\ -\x43\x36\x30\x48\x76\x55\x46\x67\x71\x63\x45\x4b\x46\x35\x6d\x38\ -\x42\x33\x6a\x32\x5a\x7a\x78\x41\x4b\x31\x4a\x32\x71\x71\x6a\x66\ -\x68\x6e\x58\x71\x32\x52\x58\x47\x50\x54\x57\x53\x36\x78\x36\x51\ -\x58\x20\x4e\x31\x61\x6d\x73\x79\x36\x68\x45\x38\x39\x6b\x7a\x30\ -\x44\x31\x64\x31\x36\x4e\x78\x65\x33\x65\x38\x57\x53\x34\x6d\x39\ -\x46\x49\x36\x50\x4f\x57\x5a\x63\x30\x44\x79\x41\x76\x66\x55\x4b\ -\x67\x55\x56\x38\x36\x4b\x68\x67\x4b\x66\x54\x34\x62\x73\x62\x53\ -\x70\x79\x43\x59\x44\x68\x47\x4f\x73\x4d\x67\x79\x64\x45\x20\x75\ -\x52\x33\x52\x67\x30\x64\x7a\x38\x30\x41\x67\x73\x43\x73\x71\x74\ -\x2b\x4b\x39\x49\x2f\x68\x4d\x44\x76\x4e\x73\x70\x72\x68\x41\x52\ 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-\x4c\x56\x6e\x69\x69\x71\x76\x38\x62\x62\x57\x47\x30\x56\x56\x34\ -\x35\x4c\x5a\x4c\x70\x58\x65\x37\x52\x4e\x4b\x74\x4e\x61\x53\x42\ -\x56\x77\x46\x69\x79\x74\x4f\x56\x30\x70\x75\x5a\x51\x34\x61\x46\ -\x36\x6c\x20\x63\x55\x2b\x66\x38\x52\x6b\x4e\x6a\x5a\x48\x49\x61\ -\x53\x4c\x79\x74\x62\x6c\x7a\x35\x79\x34\x6f\x58\x4f\x65\x65\x4b\ -\x4d\x6a\x76\x57\x70\x4c\x4a\x56\x73\x4f\x51\x5a\x30\x42\x76\x70\ -\x2b\x41\x63\x2f\x42\x36\x71\x33\x31\x61\x34\x55\x4f\x46\x43\x78\ -\x36\x65\x33\x6a\x33\x52\x76\x51\x48\x78\x75\x2f\x6b\x61\x47\x20\ -\x4f\x48\x34\x42\x65\x45\x55\x64\x54\x70\x6e\x71\x38\x6d\x52\x39\ -\x74\x4b\x63\x79\x31\x34\x72\x4b\x39\x63\x57\x58\x70\x30\x62\x73\ -\x75\x76\x35\x41\x76\x62\x5a\x55\x36\x71\x57\x32\x56\x4d\x64\x4a\ -\x49\x76\x71\x70\x6f\x75\x39\x71\x34\x59\x36\x64\x50\x78\x33\x68\ -\x42\x30\x42\x32\x42\x50\x4c\x4b\x38\x49\x56\x46\x20\x4b\x38\x52\ -\x35\x4f\x2f\x32\x47\x57\x2f\x39\x76\x62\x45\x38\x77\x68\x48\x34\ -\x35\x59\x52\x4f\x6e\x31\x43\x78\x72\x68\x36\x69\x68\x4f\x31\x54\ -\x4a\x64\x41\x64\x47\x76\x38\x45\x53\x74\x48\x46\x41\x77\x36\x73\ -\x49\x4e\x79\x4c\x36\x47\x52\x63\x39\x56\x70\x58\x42\x5a\x65\x5a\ -\x2b\x30\x5a\x62\x4d\x44\x42\x38\x4c\x20\x4e\x73\x6b\x6b\x30\x70\ -\x32\x33\x6f\x58\x69\x6d\x61\x51\x6e\x79\x39\x55\x68\x64\x58\x61\ -\x6b\x41\x7a\x4a\x31\x77\x65\x75\x61\x63\x52\x69\x48\x33\x38\x2f\ -\x72\x32\x56\x4f\x62\x7a\x4f\x36\x64\x46\x46\x51\x4a\x30\x58\x5a\ -\x55\x56\x45\x78\x34\x77\x45\x4c\x62\x72\x6a\x6c\x58\x6b\x4e\x35\ -\x51\x49\x34\x31\x45\x34\x20\x49\x64\x62\x5a\x4f\x61\x72\x56\x79\ -\x6b\x53\x5a\x72\x69\x56\x68\x50\x32\x76\x58\x72\x75\x31\x74\x62\ -\x6d\x35\x2b\x33\x2b\x5a\x58\x31\x74\x2b\x4a\x65\x4f\x67\x66\x4b\ -\x59\x66\x35\x63\x4f\x35\x73\x61\x6d\x70\x36\x37\x32\x69\x53\x4f\ -\x6c\x74\x6a\x73\x56\x73\x6a\x6b\x63\x6a\x6a\x73\x64\x62\x57\x72\ -\x6d\x4a\x32\x20\x75\x31\x2b\x55\x6d\x77\x46\x61\x59\x71\x6c\x56\ -\x77\x4b\x72\x78\x6a\x6a\x55\x63\x71\x44\x30\x58\x39\x64\x52\x6f\ -\x63\x6b\x54\x64\x30\x2b\x50\x5a\x37\x6c\x45\x46\x6d\x55\x34\x57\ -\x57\x2f\x4c\x4f\x5a\x2b\x5a\x56\x47\x4d\x63\x43\x74\x59\x4c\x38\ -\x41\x48\x67\x37\x41\x32\x5a\x33\x62\x63\x6e\x4f\x6e\x30\x65\x43\ -\x20\x39\x57\x32\x69\x2f\x4a\x34\x64\x48\x36\x37\x68\x39\x62\x31\ -\x55\x64\x2f\x68\x79\x52\x6a\x42\x59\x34\x6e\x4b\x77\x39\x73\x39\ -\x58\x78\x4d\x75\x4a\x50\x47\x70\x55\x2b\x57\x66\x66\x4d\x6b\x36\ -\x51\x33\x55\x71\x63\x31\x71\x39\x71\x34\x51\x71\x37\x6c\x4c\x77\ -\x58\x47\x68\x6b\x30\x6a\x58\x70\x4a\x52\x53\x2f\x31\x20\x56\x53\ -\x32\x34\x5a\x65\x42\x6e\x4b\x47\x70\x62\x46\x32\x72\x2f\x32\x79\ -\x56\x50\x7a\x46\x75\x30\x35\x44\x4f\x6b\x53\x67\x6b\x74\x54\x42\ -\x33\x56\x56\x76\x61\x43\x6c\x7a\x74\x71\x39\x31\x58\x6b\x6b\x45\ -\x46\x4e\x70\x68\x70\x36\x66\x64\x50\x53\x70\x58\x75\x4e\x71\x45\ -\x41\x72\x45\x67\x45\x51\x51\x34\x65\x47\x20\x6c\x59\x68\x37\x4a\ 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-\x45\x20\x41\x72\x73\x71\x32\x70\x63\x32\x74\x67\x46\x48\x33\x7a\ -\x39\x54\x68\x56\x37\x58\x72\x43\x46\x48\x54\x74\x38\x48\x65\x46\ -\x56\x33\x6a\x75\x54\x6d\x56\x49\x78\x43\x53\x30\x71\x66\x41\x6e\ -\x42\x64\x4f\x58\x42\x77\x69\x78\x54\x65\x74\x34\x31\x35\x4d\x62\ -\x30\x55\x46\x45\x5a\x4e\x70\x4b\x37\x75\x4d\x45\x48\x75\x20\x41\ -\x75\x5a\x34\x4e\x50\x65\x71\x63\x4d\x70\x30\x66\x77\x39\x6d\x78\ -\x47\x42\x42\x49\x53\x63\x74\x6a\x33\x45\x79\x55\x4d\x6f\x36\x48\ -\x37\x66\x35\x31\x5a\x64\x76\x5a\x72\x51\x4b\x6f\x44\x37\x7a\x4b\ -\x38\x41\x38\x56\x48\x2b\x41\x4d\x45\x39\x45\x62\x32\x34\x4d\x32\ -\x6e\x39\x72\x69\x67\x51\x4f\x47\x50\x48\x61\x20\x6f\x5a\x67\x75\ -\x7a\x69\x2f\x78\x72\x67\x4c\x38\x6c\x33\x69\x36\x36\x35\x4a\x78\ -\x33\x48\x4e\x53\x71\x4f\x72\x70\x76\x5a\x4b\x69\x30\x39\x55\x56\ -\x77\x36\x75\x53\x64\x6b\x45\x30\x62\x30\x41\x30\x65\x34\x39\x68\ -\x6c\x46\x35\x69\x79\x77\x35\x39\x63\x74\x63\x77\x68\x6a\x56\x59\ -\x4b\x44\x74\x6d\x59\x37\x34\x35\x20\x45\x31\x6f\x53\x4f\x6d\x71\ -\x6d\x64\x34\x78\x42\x53\x78\x6d\x73\x56\x77\x61\x63\x34\x7a\x6e\ -\x44\x69\x6b\x52\x71\x36\x75\x6a\x2f\x4f\x2b\x6d\x54\x73\x56\x54\ -\x6d\x75\x36\x73\x38\x41\x6f\x47\x72\x78\x50\x6b\x53\x46\x47\x64\ -\x70\x6f\x6a\x2f\x71\x53\x2f\x79\x65\x4b\x57\x4c\x64\x33\x5a\x31\ -\x69\x79\x4f\x6c\x34\x20\x4f\x39\x6b\x2f\x45\x72\x46\x71\x68\x30\ -\x67\x50\x44\x79\x53\x63\x7a\x4e\x79\x6e\x79\x6a\x38\x46\x4c\x6f\ -\x30\x47\x41\x7a\x2b\x49\x68\x75\x77\x4c\x6c\x6c\x55\x58\x38\x6d\ -\x4e\x62\x6b\x35\x6e\x66\x75\x4b\x61\x7a\x64\x37\x4a\x59\x37\x72\ -\x36\x70\x61\x57\x6e\x4a\x32\x57\x6b\x70\x51\x6c\x62\x74\x77\x57\ -\x72\x6f\x20\x76\x58\x67\x58\x6b\x63\x6d\x6a\x2b\x73\x48\x70\x7a\ -\x70\x4f\x46\x47\x54\x52\x59\x55\x45\x6a\x79\x7a\x47\x47\x65\x67\ -\x4a\x5a\x59\x74\x71\x6d\x65\x45\x72\x62\x71\x53\x73\x6d\x32\x39\ -\x42\x4f\x4e\x52\x68\x65\x42\x6e\x71\x37\x49\x48\x31\x71\x54\x36\ -\x53\x38\x36\x68\x71\x2b\x51\x48\x53\x34\x63\x6f\x4b\x37\x38\x20\ -\x72\x54\x46\x73\x33\x78\x79\x4e\x6a\x6c\x7a\x35\x70\x59\x39\x77\ -\x6f\x50\x59\x63\x59\x4d\x67\x76\x46\x37\x44\x52\x30\x50\x2f\x50\ -\x33\x70\x6e\x48\x78\x31\x57\x58\x2b\x2f\x2f\x39\x66\x47\x63\x6d\ -\x36\x51\x49\x55\x75\x6b\x30\x79\x63\x32\x5a\x4e\x4b\x50\x64\x53\ -\x41\x61\x57\x41\x43\x67\x67\x46\x45\x66\x45\x43\x20\x4b\x6f\x68\ -\x36\x41\x56\x48\x63\x41\x63\x57\x72\x2b\x45\x4e\x78\x46\x33\x48\ -\x42\x66\x63\x45\x4c\x72\x6c\x78\x58\x58\x42\x42\x42\x76\x53\x35\ -\x58\x45\x51\x45\x56\x45\x53\x6c\x79\x67\x59\x71\x55\x5a\x43\x61\ -\x5a\x4c\x55\x6c\x62\x57\x74\x61\x32\x79\x63\x7a\x35\x50\x72\x38\ -\x2f\x7a\x73\x78\x6b\x4d\x6e\x4d\x79\x20\x53\x64\x73\x6b\x62\x62\ -\x6e\x39\x76\x46\x36\x42\x7a\x74\x6c\x6e\x35\x73\x78\x7a\x6e\x75\ -\x2f\x7a\x2f\x54\x79\x66\x6a\x33\x6b\x74\x63\x79\x52\x7a\x6b\x6b\ -\x34\x66\x73\x43\x67\x56\x69\x52\x7a\x55\x45\x2b\x39\x65\x46\x59\ -\x2b\x48\x30\x36\x74\x57\x45\x61\x72\x53\x44\x6e\x34\x45\x58\x69\ -\x62\x61\x45\x77\x34\x76\x20\x39\x39\x31\x5a\x71\x51\x39\x58\x4b\ -\x2f\x4f\x4d\x72\x32\x39\x65\x62\x32\x39\x76\x4a\x2b\x4f\x7a\x69\ -\x47\x50\x35\x66\x4c\x35\x39\x69\x38\x31\x34\x63\x58\x76\x54\x77\ -\x4d\x44\x41\x54\x70\x6b\x4d\x42\x46\x32\x33\x48\x72\x42\x6b\x45\ -\x69\x6c\x70\x56\x61\x6b\x30\x62\x4c\x50\x55\x62\x78\x76\x4b\x34\ -\x30\x78\x2b\x20\x55\x65\x4e\x72\x6b\x48\x48\x51\x30\x71\x58\x37\ -\x4b\x76\x4b\x57\x36\x73\x74\x48\x4a\x54\x53\x36\x50\x66\x79\x37\ -\x57\x63\x4e\x41\x59\x66\x68\x57\x56\x48\x79\x7a\x4b\x55\x57\x2b\ -\x32\x73\x37\x76\x38\x46\x61\x6f\x69\x4e\x57\x58\x41\x67\x38\x41\ -\x6c\x36\x42\x36\x5a\x58\x6c\x65\x78\x2f\x76\x71\x78\x78\x34\x59\ -\x20\x48\x6c\x67\x52\x6a\x36\x66\x54\x4d\x65\x65\x62\x64\x6d\x78\ -\x2b\x4c\x70\x56\x61\x48\x70\x37\x73\x57\x4d\x31\x49\x4f\x56\x31\ -\x48\x43\x66\x4a\x4c\x2f\x47\x65\x59\x58\x52\x55\x35\x64\x33\x42\ -\x6f\x2f\x55\x35\x6c\x62\x7a\x75\x4b\x58\x52\x71\x77\x6f\x42\x71\ -\x30\x4a\x48\x41\x71\x71\x4f\x2f\x4e\x42\x6a\x71\x6c\x20\x48\x49\ -\x32\x55\x52\x2f\x38\x66\x73\x4b\x39\x42\x31\x36\x35\x61\x74\x53\ -\x70\x6b\x58\x50\x63\x45\x6f\x4b\x7a\x6f\x53\x53\x67\x33\x6f\x5a\ -\x77\x74\x46\x66\x50\x50\x5a\x48\x4a\x71\x6e\x65\x6c\x32\x51\x38\ -\x75\x75\x46\x49\x77\x41\x41\x43\x41\x41\x53\x55\x52\x42\x56\x45\ -\x45\x56\x66\x64\x74\x73\x50\x35\x6c\x58\x20\x4c\x6c\x75\x32\x54\ -\x39\x71\x4a\x58\x4a\x5a\x79\x75\x75\x2f\x52\x73\x58\x6d\x62\x4d\ -\x50\x70\x50\x61\x37\x6b\x37\x59\x45\x33\x2f\x70\x70\x48\x75\x72\ -\x61\x6c\x59\x39\x35\x2b\x41\x57\x70\x74\x4b\x30\x49\x62\x4d\x79\ -\x62\x37\x58\x32\x70\x43\x64\x69\x4b\x75\x2b\x4e\x32\x75\x35\x2f\ -\x47\x67\x6a\x39\x2b\x64\x4a\x20\x32\x67\x54\x69\x5a\x44\x49\x35\ -\x44\x36\x51\x71\x4b\x61\x4d\x37\x4e\x44\x76\x59\x69\x4b\x62\x75\ -\x68\x69\x6b\x7a\x41\x4a\x32\x4d\x54\x32\x59\x43\x79\x66\x71\x2f\ -\x42\x64\x39\x37\x61\x4c\x51\x7a\x64\x41\x37\x31\x56\x69\x72\x35\ -\x2b\x75\x35\x6b\x55\x43\x75\x64\x38\x39\x34\x48\x72\x50\x56\x5a\ -\x74\x62\x78\x71\x20\x6b\x7a\x63\x70\x4d\x71\x56\x53\x4c\x70\x4d\ -\x76\x48\x6d\x6d\x4d\x72\x6b\x4c\x30\x42\x64\x4c\x70\x66\x67\x35\ -\x67\x52\x54\x79\x65\x54\x69\x65\x69\x31\x31\x5a\x77\x48\x30\x4c\ -\x30\x64\x63\x41\x32\x4b\x70\x32\x54\x45\x59\x67\x6e\x77\x48\x47\ -\x57\x48\x57\x69\x74\x2f\x67\x2f\x6a\x39\x31\x67\x6a\x58\x46\x56\ -\x39\x20\x62\x61\x34\x34\x2f\x4f\x50\x70\x48\x47\x73\x32\x4d\x4f\ -\x64\x46\x64\x7a\x2b\x55\x53\x71\x57\x78\x52\x43\x54\x73\x56\x32\ -\x66\x5a\x36\x4a\x70\x51\x32\x37\x61\x46\x33\x71\x36\x75\x5a\x53\ -\x72\x79\x48\x30\x42\x46\x34\x62\x4c\x4e\x47\x30\x5a\x65\x4b\x53\ -\x4b\x62\x55\x62\x6b\x6f\x6b\x79\x2f\x38\x48\x76\x68\x39\x20\x54\ -\x79\x4a\x79\x4e\x47\x70\x65\x4d\x54\x41\x77\x74\x52\x61\x58\x69\ -\x2f\x73\x6c\x38\x52\x75\x7a\x69\x39\x79\x51\x4b\x34\x35\x38\x78\ -\x32\x65\x58\x47\x55\x4e\x76\x76\x47\x76\x6c\x55\x39\x62\x38\x72\ -\x47\x6d\x6d\x71\x78\x45\x42\x6c\x41\x6c\x54\x31\x51\x6f\x76\x41\ -\x72\x37\x58\x76\x4b\x47\x6f\x6c\x42\x47\x76\x20\x77\x47\x77\x51\ -\x33\x79\x65\x31\x61\x71\x42\x78\x79\x50\x75\x6b\x33\x7a\x59\x31\ -\x6d\x4c\x47\x78\x35\x57\x70\x71\x4e\x55\x47\x5a\x4b\x59\x73\x32\ -\x78\x61\x73\x7a\x37\x76\x42\x39\x61\x4a\x52\x6b\x72\x59\x78\x75\ -\x42\x64\x2f\x76\x31\x34\x69\x38\x73\x6c\x5a\x73\x56\x35\x58\x72\ -\x41\x42\x4b\x52\x79\x4c\x4f\x4d\x20\x34\x52\x67\x56\x54\x59\x76\ -\x57\x4d\x67\x6b\x64\x46\x5a\x55\x68\x4b\x2f\x71\x58\x68\x59\x75\ -\x57\x33\x44\x45\x58\x4e\x61\x36\x42\x67\x59\x46\x74\x69\x55\x6a\ -\x6b\x31\x65\x44\x65\x43\x54\x54\x58\x36\x56\x36\x58\x69\x43\x79\ -\x2f\x64\x72\x43\x30\x76\x68\x32\x33\x79\x66\x59\x4e\x65\x71\x7a\ -\x79\x48\x73\x66\x70\x20\x54\x63\x65\x6a\x6e\x36\x7a\x67\x76\x67\ -\x6f\x6c\x69\x44\x64\x70\x38\x62\x45\x78\x4b\x31\x38\x74\x46\x50\ -\x4c\x54\x49\x6b\x6f\x62\x4e\x37\x67\x66\x59\x6e\x31\x4a\x33\x43\ -\x4a\x36\x38\x57\x42\x70\x2f\x5a\x79\x33\x41\x54\x56\x69\x74\x77\ -\x68\x59\x38\x57\x6a\x34\x46\x4c\x53\x56\x79\x61\x33\x43\x31\x36\ -\x64\x69\x20\x70\x4e\x76\x4f\x77\x47\x57\x69\x68\x4e\x52\x79\x4d\ -\x45\x5a\x50\x46\x65\x51\x4b\x55\x4e\x75\x66\x4c\x33\x77\x4c\x77\ -\x48\x47\x63\x78\x59\x47\x79\x58\x62\x65\x75\x4e\x4c\x57\x66\x57\ -\x7a\x7a\x61\x64\x5a\x61\x6f\x2b\x6d\x55\x73\x47\x38\x70\x71\x4c\ -\x70\x6a\x75\x2b\x39\x6b\x52\x4a\x42\x4a\x4c\x75\x36\x30\x72\x20\ -\x2f\x79\x4e\x6f\x37\x58\x4f\x77\x77\x4b\x41\x67\x41\x34\x6f\x47\ -\x51\x43\x4d\x54\x4b\x41\x68\x56\x69\x45\x63\x4f\x44\x4e\x44\x63\ -\x6a\x69\x4c\x55\x4d\x78\x67\x46\x33\x34\x41\x56\x72\x41\x51\x71\ -\x61\x75\x71\x54\x6a\x47\x30\x62\x77\x4b\x31\x6e\x68\x56\x62\x44\ -\x54\x6d\x64\x59\x48\x75\x52\x78\x30\x45\x56\x6f\x20\x4f\x38\x72\ -\x43\x56\x49\x66\x51\x5a\x47\x33\x69\x7a\x34\x70\x64\x31\x37\x77\ -\x36\x6e\x54\x35\x67\x6b\x59\x37\x56\x75\x46\x5a\x61\x4d\x74\x67\ -\x54\x30\x6b\x37\x33\x39\x78\x55\x39\x32\x4e\x74\x39\x77\x73\x48\ -\x51\x4b\x73\x56\x30\x79\x32\x4f\x50\x6c\x46\x4a\x4f\x35\x42\x50\ -\x5a\x51\x75\x6c\x71\x5a\x72\x6b\x45\x20\x4d\x46\x67\x71\x33\x52\ -\x4f\x50\x4c\x50\x2b\x6f\x49\x4a\x63\x33\x72\x52\x4b\x51\x61\x2f\ -\x42\x38\x4c\x64\x74\x2b\x50\x2b\x6c\x34\x39\x42\x72\x31\x62\x4f\ -\x53\x44\x51\x42\x48\x50\x48\x4b\x50\x54\x64\x4d\x79\x2f\x70\x72\ -\x41\x64\x45\x73\x71\x35\x6f\x61\x45\x31\x69\x55\x6a\x34\x66\x34\ -\x48\x44\x6d\x6c\x5a\x56\x20\x67\x6c\x73\x72\x62\x5a\x4f\x48\x75\ -\x63\x41\x75\x48\x78\x49\x43\x69\x50\x4a\x6d\x6e\x38\x57\x56\x6f\ -\x41\x61\x2b\x30\x6d\x36\x2f\x46\x59\x34\x54\x46\x5a\x55\x4c\x67\ -\x61\x2f\x5a\x59\x44\x41\x76\x77\x6e\x30\x6f\x64\x77\x4e\x4c\x65\ -\x75\x4c\x4f\x56\x33\x76\x69\x7a\x76\x32\x64\x68\x67\x32\x56\x53\ -\x59\x5a\x4e\x20\x6a\x59\x68\x45\x49\x67\x74\x45\x39\x62\x4f\x2b\ -\x31\x34\x65\x38\x65\x37\x61\x4e\x49\x34\x77\x62\x2b\x6c\x52\x44\ -\x2b\x34\x30\x71\x39\x75\x68\x73\x59\x53\x69\x64\x4b\x5a\x52\x4f\ -\x7a\x42\x61\x47\x6a\x73\x38\x57\x68\x67\x38\x4d\x71\x49\x6b\x68\ -\x66\x41\x43\x6b\x63\x55\x69\x7a\x4f\x42\x32\x50\x74\x4e\x62\x62\ -\x20\x68\x46\x7a\x44\x76\x33\x33\x72\x58\x4f\x56\x41\x6f\x4f\x46\ -\x48\x4d\x44\x6b\x78\x45\x38\x41\x59\x74\x2f\x48\x70\x76\x38\x4f\ -\x75\x51\x72\x34\x51\x33\x79\x6e\x7a\x5a\x76\x69\x53\x63\x33\x56\ -\x38\x49\x71\x43\x79\x62\x4e\x6c\x77\x69\x7a\x4b\x41\x4c\x63\x38\ -\x2f\x41\x62\x52\x36\x37\x52\x4a\x52\x34\x58\x4d\x4b\x20\x30\x7a\ -\x42\x77\x6b\x41\x6a\x6f\x56\x61\x6c\x59\x31\x30\x33\x4d\x67\x65\ -\x50\x79\x73\x75\x37\x31\x6e\x77\x44\x66\x44\x50\x48\x51\x52\x48\ -\x54\x35\x32\x33\x79\x57\x54\x34\x43\x67\x41\x59\x57\x63\x69\x6c\ -\x35\x73\x54\x61\x67\x58\x72\x34\x33\x48\x73\x61\x4e\x62\x58\x6c\ -\x2f\x64\x78\x4b\x54\x69\x30\x5a\x64\x50\x20\x70\x32\x56\x48\x52\ -\x50\x32\x30\x74\x59\x4a\x6a\x6e\x61\x45\x35\x6c\x36\x39\x70\x78\ -\x69\x34\x50\x57\x46\x56\x64\x72\x4e\x59\x57\x41\x70\x47\x66\x5a\ -\x30\x71\x6c\x58\x4f\x73\x65\x34\x33\x43\x4e\x76\x42\x39\x51\x47\ -\x77\x68\x39\x50\x4f\x43\x57\x33\x34\x66\x4b\x37\x2f\x46\x55\x47\ -\x50\x63\x48\x58\x69\x4f\x4b\x20\x69\x2f\x41\x6a\x6f\x2b\x62\x65\ -\x71\x61\x34\x6a\x68\x4c\x30\x4d\x58\x34\x4b\x6f\x2f\x47\x6d\x67\ -\x4e\x50\x79\x74\x36\x62\x79\x58\x6e\x55\x52\x6a\x45\x42\x41\x49\ -\x66\x4c\x79\x5a\x31\x74\x46\x58\x4c\x42\x61\x79\x2b\x61\x47\x50\ -\x6d\x72\x4b\x37\x67\x67\x5a\x2b\x6d\x62\x55\x2b\x6b\x73\x67\x4e\ -\x46\x41\x57\x78\x20\x34\x6a\x76\x45\x44\x49\x57\x65\x62\x43\x41\ -\x62\x36\x76\x51\x56\x4b\x33\x56\x47\x37\x70\x73\x41\x61\x45\x32\ -\x45\x72\x33\x33\x2f\x6f\x6e\x64\x53\x33\x79\x4b\x2f\x6a\x42\x73\ -\x2f\x39\x50\x6b\x31\x59\x6f\x74\x4f\x4b\x68\x65\x74\x43\x6e\x63\ -\x49\x38\x68\x48\x67\x50\x46\x52\x66\x30\x64\x77\x49\x37\x6d\x30\ -\x6c\x20\x2f\x35\x61\x4d\x68\x6f\x2b\x63\x2b\x76\x70\x32\x44\x6d\ -\x76\x57\x55\x46\x62\x68\x72\x62\x34\x72\x56\x54\x34\x59\x69\x55\ -\x54\x38\x4a\x78\x31\x71\x6d\x77\x54\x6e\x58\x5a\x72\x4e\x46\x56\ -\x64\x6b\x42\x30\x74\x66\x48\x68\x67\x59\x32\x4a\x62\x4a\x46\x58\ -\x38\x4a\x73\x67\x61\x52\x39\x36\x54\x69\x30\x62\x50\x53\x20\x38\ -\x65\x69\x39\x41\x6a\x38\x4f\x69\x66\x75\x57\x64\x73\x63\x42\x71\ -\x47\x5a\x53\x4c\x53\x55\x43\x45\x61\x5a\x74\x79\x6a\x4a\x62\x32\ -\x4f\x55\x42\x4b\x30\x6a\x35\x74\x66\x67\x4d\x54\x55\x57\x34\x61\ -\x71\x70\x39\x78\x65\x69\x50\x42\x4e\x36\x63\x7a\x57\x5a\x48\x78\ -\x4f\x69\x4e\x71\x4c\x77\x66\x34\x55\x78\x31\x20\x39\x61\x44\x2b\ -\x58\x47\x46\x68\x58\x37\x37\x77\x7a\x50\x37\x42\x77\x6a\x6c\x39\ -\x75\x56\x7a\x62\x48\x72\x6c\x30\x4a\x42\x49\x48\x76\x64\x52\x6e\ -\x56\x63\x55\x31\x65\x68\x47\x7a\x33\x48\x6f\x44\x6b\x43\x30\x4d\ -\x6e\x59\x58\x71\x61\x32\x72\x5a\x6b\x36\x41\x6e\x62\x6e\x6c\x73\ -\x6b\x36\x2f\x49\x57\x2f\x2f\x49\x20\x79\x50\x6f\x46\x69\x78\x61\ -\x2f\x73\x49\x47\x38\x65\x58\x72\x7a\x4e\x6f\x48\x35\x38\x2f\x39\ -\x4a\x62\x52\x68\x68\x39\x46\x43\x2f\x63\x38\x59\x7a\x6d\x35\x39\ -\x69\x66\x4b\x6a\x52\x32\x59\x36\x76\x70\x59\x52\x6d\x56\x49\x71\ -\x6f\x4a\x78\x78\x65\x77\x6e\x62\x64\x66\x39\x70\x53\x4e\x30\x75\ -\x6e\x44\x31\x68\x55\x20\x7a\x30\x71\x46\x75\x79\x62\x5a\x38\x59\ -\x58\x4e\x43\x77\x52\x75\x44\x42\x67\x39\x5a\x4b\x41\x77\x64\x45\ -\x79\x6d\x55\x50\x70\x51\x74\x6a\x44\x30\x50\x53\x73\x38\x32\x61\ -\x52\x54\x6a\x36\x6a\x2b\x45\x43\x73\x72\x42\x34\x6f\x6a\x66\x67\ -\x59\x4c\x4d\x34\x35\x63\x63\x65\x54\x33\x6b\x38\x67\x72\x4c\x77\ -\x71\x4b\x20\x2b\x7a\x36\x66\x35\x58\x56\x55\x35\x5a\x51\x62\x79\ -\x77\x4b\x69\x63\x41\x76\x67\x56\x4e\x56\x50\x44\x78\x48\x68\x4e\ -\x6d\x76\x74\x6c\x49\x7a\x30\x4b\x6d\x6e\x56\x37\x7a\x71\x4f\x6d\ -\x45\x70\x5a\x59\x72\x61\x78\x71\x77\x4f\x57\x51\x65\x58\x31\x50\ -\x73\x76\x58\x44\x68\x53\x47\x62\x35\x31\x71\x35\x37\x36\x42\x20\ -\x77\x71\x31\x39\x75\x63\x4c\x33\x41\x50\x6f\x47\x53\x2f\x66\x30\ -\x35\x2f\x4d\x66\x36\x78\x38\x73\x33\x4a\x67\x70\x46\x74\x65\x78\ -\x48\x52\x49\x6a\x4c\x75\x37\x37\x38\x53\x58\x48\x79\x52\x63\x4c\ -\x68\x5a\x47\x64\x49\x6b\x68\x75\x44\x37\x4c\x46\x34\x65\x2b\x34\ -\x78\x6a\x32\x63\x63\x5a\x2b\x33\x63\x35\x4e\x4f\x20\x6c\x32\x39\ -\x2f\x32\x64\x71\x31\x61\x38\x63\x55\x76\x67\x46\x65\x6c\x74\x45\ -\x62\x57\x7a\x34\x68\x69\x2b\x72\x72\x36\x78\x74\x56\x76\x46\x6b\ -\x7a\x56\x56\x61\x75\x39\x6e\x6b\x6f\x33\x41\x6f\x56\x6c\x44\x71\ -\x42\x63\x2b\x76\x38\x30\x44\x4f\x62\x74\x36\x6e\x42\x42\x74\x7a\ -\x78\x37\x45\x56\x30\x52\x33\x7a\x32\x20\x4a\x6b\x41\x36\x70\x56\ -\x46\x53\x79\x4c\x65\x49\x4c\x36\x4c\x6a\x77\x39\x44\x47\x49\x57\ -\x35\x74\x30\x57\x68\x48\x2f\x63\x65\x6a\x4b\x6d\x75\x61\x31\x36\ -\x65\x64\x38\x43\x46\x55\x72\x63\x75\x71\x32\x4b\x49\x69\x5a\x32\ -\x63\x4b\x51\x32\x66\x32\x35\x59\x62\x72\x4d\x33\x4f\x70\x37\x75\ -\x36\x45\x51\x52\x71\x4c\x20\x79\x64\x74\x55\x39\x4c\x57\x5a\x34\ -\x76\x44\x5a\x32\x56\x4a\x70\x6b\x74\x6e\x72\x32\x59\x45\x31\x6c\ -\x58\x66\x69\x6c\x39\x30\x6f\x46\x30\x35\x54\x57\x6c\x7a\x53\x43\ -\x65\x64\x4d\x4c\x36\x4f\x71\x50\x34\x52\x76\x73\x56\x5a\x57\x39\ -\x77\x38\x57\x56\x32\x66\x7a\x30\x35\x50\x74\x4e\x6b\x59\x6d\x4d\ -\x5a\x50\x52\x20\x4e\x30\x78\x6e\x2f\x39\x6e\x43\x4c\x67\x31\x59\ -\x79\x65\x35\x6c\x4a\x30\x4d\x72\x79\x31\x6c\x6b\x55\x76\x32\x73\ -\x47\x55\x66\x4d\x2b\x36\x48\x37\x4e\x61\x52\x75\x44\x47\x30\x62\ -\x2b\x38\x68\x63\x58\x55\x63\x4e\x75\x64\x78\x49\x78\x6c\x67\x35\ -\x76\x75\x5a\x34\x4c\x4d\x67\x48\x45\x35\x48\x49\x34\x58\x37\x62\ -\x20\x42\x71\x56\x53\x6c\x32\x6d\x70\x61\x4c\x42\x6c\x36\x47\x4f\ -\x6b\x62\x6a\x50\x66\x6d\x59\x2b\x46\x66\x53\x6b\x64\x6a\x51\x71\ -\x6a\x71\x6a\x70\x70\x48\x35\x74\x49\x70\x53\x47\x6f\x53\x4a\x79\ -\x64\x36\x43\x49\x41\x63\x4e\x58\x55\x4a\x31\x6e\x55\x4b\x78\x4c\ -\x37\x6e\x48\x52\x63\x43\x56\x55\x78\x66\x63\x32\x72\x20\x4c\x57\ -\x61\x63\x46\x4b\x79\x75\x54\x34\x59\x56\x61\x50\x78\x4d\x78\x68\ -\x41\x35\x59\x79\x42\x66\x2b\x6d\x48\x7a\x52\x67\x54\x34\x4c\x75\ -\x4d\x54\x45\x31\x73\x55\x66\x64\x46\x41\x66\x6b\x37\x4b\x41\x43\ -\x30\x6f\x46\x42\x34\x70\x4b\x72\x36\x30\x6d\x6b\x34\x43\x6b\x30\ -\x6f\x52\x31\x35\x47\x4b\x52\x53\x39\x48\x20\x39\x51\x62\x67\x45\ -\x4a\x44\x66\x43\x6e\x70\x73\x4a\x6c\x64\x38\x2f\x6b\x42\x56\x6d\ -\x53\x51\x64\x6a\x61\x37\x6f\x69\x54\x74\x54\x31\x73\x53\x79\x68\ -\x65\x47\x37\x67\x42\x5a\x79\x73\x49\x69\x65\x75\x77\x4d\x43\x42\ -\x54\x4f\x47\x58\x52\x71\x77\x46\x4e\x2f\x73\x71\x69\x4a\x6c\x76\ -\x57\x36\x75\x72\x73\x46\x59\x20\x38\x79\x48\x38\x5a\x6b\x74\x46\ -\x50\x7a\x46\x6c\x50\x39\x63\x73\x6f\x62\x39\x55\x79\x67\x75\x32\ -\x70\x67\x49\x52\x4d\x45\x5a\x39\x6d\x66\x57\x65\x55\x71\x66\x32\ -\x41\x59\x68\x71\x69\x36\x71\x6f\x52\x57\x36\x74\x2f\x56\x75\x52\ -\x34\x2f\x7a\x50\x4a\x76\x55\x6d\x5a\x46\x52\x50\x6d\x4f\x79\x61\ -\x42\x67\x59\x32\x20\x72\x47\x66\x63\x6c\x72\x30\x6a\x46\x6f\x74\ -\x31\x54\x37\x62\x74\x64\x4b\x43\x71\x39\x54\x59\x66\x51\x66\x31\ -\x37\x4d\x70\x58\x78\x70\x6d\x59\x31\x72\x64\x74\x49\x76\x53\x32\ -\x6c\x51\x6d\x68\x2b\x53\x35\x31\x53\x6f\x63\x34\x57\x56\x35\x46\ -\x58\x5a\x76\x4f\x6c\x33\x7a\x5a\x76\x6b\x33\x53\x36\x33\x77\x72\ -\x55\x20\x65\x76\x70\x63\x69\x35\x34\x31\x6e\x65\x78\x2b\x4e\x6d\ -\x46\x4e\x38\x45\x76\x34\x42\x2f\x47\x7a\x55\x39\x48\x6c\x7a\x62\ -\x4e\x33\x45\x32\x42\x55\x76\x67\x50\x38\x30\x68\x71\x65\x6d\x38\ -\x6b\x56\x58\x74\x69\x66\x4b\x2f\x33\x5a\x63\x5a\x7a\x35\x36\x59\ -\x52\x7a\x62\x6a\x72\x75\x33\x43\x59\x42\x2b\x53\x66\x77\x20\x78\ -\x51\x4f\x54\x30\x55\x6d\x7a\x36\x52\x6f\x6d\x4b\x62\x37\x76\x75\ -\x79\x42\x6b\x58\x6a\x47\x74\x4e\x7a\x49\x4c\x32\x47\x55\x42\x4b\ -\x78\x4b\x4a\x4c\x45\x43\x6b\x74\x62\x46\x59\x39\x48\x66\x5a\x39\ -\x65\x74\x48\x35\x75\x49\x61\x34\x6c\x31\x64\x42\x36\x4e\x36\x62\ -\x76\x4e\x79\x68\x62\x79\x45\x46\x76\x69\x4b\x20\x78\x63\x30\x56\ -\x71\x6a\x72\x6c\x74\x63\x62\x57\x55\x31\x4b\x78\x62\x74\x2b\x41\ -\x55\x32\x55\x6b\x67\x38\x6a\x71\x46\x55\x32\x46\x32\x51\x36\x58\ -\x6d\x36\x76\x71\x44\x61\x67\x61\x76\x79\x5a\x75\x58\x4c\x57\x33\ -\x4e\x68\x78\x74\x64\x52\x75\x70\x46\x79\x75\x4d\x73\x2b\x65\x4e\ -\x6c\x74\x76\x2b\x63\x4b\x61\x43\x20\x56\x43\x57\x53\x76\x57\x75\ -\x54\x46\x6f\x6e\x6b\x71\x6d\x4a\x48\x64\x52\x4a\x45\x79\x71\x50\ -\x57\x54\x73\x69\x77\x50\x4a\x61\x2b\x72\x67\x59\x51\x34\x62\x36\ -\x42\x67\x59\x46\x74\x6a\x65\x73\x39\x5a\x72\x63\x65\x43\x61\x44\ -\x77\x71\x34\x46\x38\x36\x53\x61\x61\x45\x49\x31\x47\x6c\x77\x68\ -\x38\x71\x4c\x35\x41\x20\x2b\x65\x42\x67\x59\x66\x6a\x58\x4f\x2f\ -\x47\x32\x5a\x67\x53\x46\x51\x6d\x47\x72\x69\x4f\x39\x44\x79\x72\ -\x67\x71\x6b\x39\x6e\x6f\x41\x5a\x37\x51\x58\x79\x5a\x58\x50\x47\ -\x31\x67\x6f\x48\x68\x6e\x32\x6e\x45\x4f\x36\x59\x6b\x35\x56\x38\ -\x30\x7a\x46\x45\x54\x35\x6e\x73\x42\x78\x65\x4a\x6e\x78\x6c\x6b\ -\x70\x46\x20\x70\x71\x52\x71\x56\x49\x76\x76\x72\x57\x6f\x6b\x77\ -\x71\x75\x6e\x2b\x56\x5a\x6d\x48\x4c\x73\x73\x59\x49\x57\x30\x63\ -\x67\x6f\x2b\x66\x55\x71\x69\x4d\x69\x55\x78\x4c\x52\x32\x50\x76\ -\x69\x63\x56\x6a\x37\x78\x67\x5a\x36\x39\x42\x6a\x48\x34\x41\x6e\ -\x38\x39\x41\x34\x50\x4c\x6d\x48\x38\x41\x75\x51\x63\x6a\x39\x20\ -\x49\x4c\x55\x5a\x74\x4d\x6c\x73\x6c\x49\x78\x55\x39\x63\x55\x30\ -\x56\x44\x5a\x36\x52\x75\x4f\x71\x64\x52\x34\x56\x6f\x35\x70\x56\ -\x36\x41\x76\x38\x32\x6e\x69\x57\x64\x67\x33\x2f\x71\x59\x45\x6d\ -\x45\x65\x6a\x41\x54\x75\x6f\x68\x70\x31\x43\x58\x76\x51\x30\x30\ -\x44\x73\x64\x32\x43\x46\x71\x58\x6c\x42\x46\x44\x20\x69\x35\x7a\ -\x75\x66\x48\x47\x66\x51\x79\x33\x7a\x56\x66\x31\x72\x73\x34\x79\ -\x50\x4f\x37\x72\x6c\x65\x4b\x72\x73\x64\x57\x75\x6c\x52\x65\x46\ -\x53\x4b\x6f\x46\x7a\x71\x58\x36\x33\x6f\x76\x35\x71\x74\x78\x31\ -\x65\x4d\x2f\x51\x42\x41\x49\x4c\x38\x49\x56\x73\x63\x75\x6e\x49\ -\x48\x33\x38\x79\x4d\x59\x30\x6e\x58\x20\x2b\x6d\x38\x77\x58\x73\ -\x75\x73\x51\x2b\x43\x73\x71\x62\x77\x39\x45\x34\x6c\x45\x64\x32\ -\x2f\x63\x2b\x61\x73\x59\x37\x6b\x4e\x34\x71\x38\x4a\x6d\x67\x63\ -\x74\x42\x76\x2b\x55\x64\x51\x79\x2f\x49\x46\x67\x72\x33\x74\x54\ -\x73\x47\x56\x49\x76\x76\x49\x71\x30\x79\x54\x4d\x72\x7a\x61\x6b\ -\x37\x70\x63\x34\x31\x64\x20\x4e\x79\x51\x30\x63\x6f\x62\x50\x30\ -\x73\x66\x48\x43\x45\x79\x6d\x6c\x52\x56\x49\x4a\x69\x50\x2f\x6b\ -\x6f\x35\x47\x54\x30\x58\x35\x75\x4d\x48\x38\x36\x79\x54\x62\x54\ -\x51\x76\x65\x7a\x43\x42\x6e\x74\x61\x37\x52\x68\x77\x5a\x4c\x49\ -\x37\x34\x33\x2b\x46\x77\x6a\x6d\x31\x30\x2f\x30\x74\x42\x72\x64\ -\x6e\x49\x38\x20\x33\x74\x58\x43\x48\x38\x72\x6b\x53\x6e\x64\x49\ -\x64\x66\x67\x67\x79\x4e\x6e\x4e\x36\x31\x46\x62\x59\x2b\x64\x33\ -\x61\x43\x6a\x77\x75\x75\x62\x56\x61\x39\x5a\x51\x52\x75\x72\x69\ -\x66\x79\x6a\x36\x70\x6c\x57\x72\x57\x68\x6a\x58\x48\x6b\x54\x72\ -\x73\x32\x57\x71\x36\x74\x64\x72\x4f\x53\x30\x6b\x6b\x38\x6e\x39\ -\x20\x51\x57\x6f\x5a\x31\x74\x5a\x41\x35\x38\x4b\x57\x67\x47\x4d\ -\x4a\x72\x47\x35\x34\x65\x57\x76\x4c\x51\x56\x54\x72\x77\x78\x49\ -\x56\x2b\x34\x76\x57\x31\x58\x4a\x2b\x39\x5a\x38\x62\x46\x75\x79\ -\x2f\x70\x43\x57\x37\x63\x68\x77\x6e\x69\x6d\x68\x4e\x31\x57\x49\ -\x55\x6c\x51\x75\x59\x6f\x78\x37\x52\x36\x57\x44\x4e\x20\x47\x73\ -\x71\x71\x2b\x69\x47\x66\x56\x59\x47\x67\x47\x72\x38\x5a\x37\x54\ -\x70\x43\x6f\x64\x41\x6d\x68\x5a\x6a\x41\x44\x59\x67\x2b\x76\x7a\ -\x39\x58\x4f\x46\x41\x74\x64\x34\x4b\x63\x4a\x38\x67\x58\x74\x73\ -\x65\x30\x51\x6f\x52\x72\x66\x52\x59\x62\x46\x37\x64\x6c\x5a\x44\ -\x49\x58\x32\x43\x55\x42\x61\x39\x55\x71\x20\x51\x69\x67\x74\x4e\ -\x52\x64\x52\x75\x61\x6e\x35\x53\x64\x6f\x62\x69\x2f\x58\x30\x78\ -\x4a\x32\x76\x70\x65\x4c\x4f\x69\x4c\x48\x6d\x51\x51\x4b\x65\x73\ -\x37\x52\x56\x50\x54\x6f\x64\x69\x2f\x6b\x61\x51\x6b\x77\x48\x4c\ -\x76\x5a\x69\x66\x4f\x6b\x55\x35\x6b\x70\x6d\x79\x46\x5a\x37\x4a\ -\x68\x42\x53\x76\x67\x52\x73\x20\x42\x53\x52\x67\x78\x59\x2b\x74\ -\x62\x78\x56\x75\x41\x46\x42\x30\x64\x64\x70\x78\x44\x6d\x78\x63\ -\x6d\x53\x67\x4f\x2f\x78\x52\x34\x75\x4c\x72\x2b\x6e\x62\x57\x4f\ -\x2f\x6b\x59\x59\x30\x55\x59\x4b\x53\x65\x71\x52\x34\x57\x36\x2f\ -\x32\x69\x4b\x34\x70\x74\x48\x50\x38\x48\x6c\x2b\x78\x35\x6f\x4f\ -\x78\x42\x30\x37\x20\x6a\x6c\x72\x32\x67\x39\x7a\x70\x71\x33\x73\ -\x6d\x39\x71\x54\x36\x39\x57\x48\x2f\x30\x4c\x6a\x4b\x43\x33\x68\ -\x31\x66\x66\x30\x6e\x51\x76\x50\x32\x75\x57\x58\x43\x65\x69\x66\ -\x38\x62\x4e\x42\x44\x71\x67\x66\x36\x6c\x6c\x2b\x4c\x54\x56\x44\ -\x74\x2b\x36\x68\x79\x33\x77\x53\x35\x73\x6a\x71\x7a\x76\x46\x73\ -\x68\x20\x4e\x37\x54\x2b\x4f\x6e\x7a\x49\x70\x4b\x71\x63\x6e\x30\ -\x67\x73\x6e\x62\x53\x47\x32\x4e\x66\x58\x4e\x7a\x70\x71\x36\x65\ -\x6e\x4c\x46\x63\x37\x71\x48\x79\x7a\x65\x63\x6c\x41\x69\x6b\x52\ -\x54\x44\x39\x78\x48\x2b\x35\x4f\x54\x79\x6c\x77\x49\x63\x6c\x45\ -\x69\x6b\x65\x68\x4f\x4f\x2f\x2f\x66\x63\x67\x49\x48\x43\x20\x38\ -\x47\x33\x34\x5a\x48\x72\x41\x4f\x64\x76\x78\x56\x6d\x59\x4d\x75\ -\x79\x52\x67\x50\x56\x4a\x61\x66\x69\x49\x65\x75\x58\x4d\x43\x46\ -\x44\x73\x68\x75\x2b\x70\x4a\x4f\x47\x64\x59\x30\x66\x73\x55\x56\ -\x68\x75\x52\x4c\x78\x6f\x6a\x70\x77\x43\x48\x49\x6a\x7a\x68\x47\ -\x55\x4c\x59\x76\x36\x56\x6a\x6b\x62\x2b\x6c\x20\x48\x4f\x65\x4e\ -\x62\x54\x57\x66\x6d\x75\x44\x4e\x63\x76\x68\x4f\x7a\x77\x34\x74\ -\x33\x48\x2f\x4a\x6e\x42\x58\x38\x70\x34\x50\x71\x73\x4b\x37\x57\ -\x4b\x2f\x69\x71\x35\x6a\x6f\x56\x67\x49\x6a\x57\x31\x6f\x75\x71\ -\x4f\x36\x47\x46\x36\x46\x61\x6f\x69\x4e\x54\x31\x36\x4a\x65\x4f\ -\x7a\x67\x74\x65\x30\x72\x78\x2f\x20\x66\x32\x35\x6f\x6a\x53\x4c\ -\x31\x48\x37\x30\x52\x33\x68\x38\x4f\x68\x31\x73\x36\x39\x61\x74\ -\x54\x2f\x4c\x55\x66\x30\x4c\x7a\x79\x2f\x41\x34\x2f\x2b\x37\x41\ -\x70\x6f\x57\x72\x72\x42\x71\x71\x4b\x62\x61\x6b\x5a\x39\x63\x61\ -\x37\x56\x6b\x4b\x74\x6f\x4b\x36\x6c\x57\x48\x46\x6b\x67\x73\x2b\ -\x6a\x56\x4d\x62\x4f\x20\x6f\x39\x37\x4d\x72\x4e\x39\x71\x44\x6e\ -\x69\x43\x71\x51\x33\x74\x72\x47\x42\x61\x42\x4f\x34\x53\x69\x58\ -\x42\x4b\x68\x4e\x72\x33\x2f\x37\x41\x4e\x64\x75\x77\x32\x51\x38\ -\x45\x6d\x75\x4b\x71\x2b\x76\x6e\x38\x64\x57\x67\x36\x30\x6e\x65\ -\x6d\x72\x74\x62\x52\x46\x49\x70\x45\x46\x5a\x58\x56\x2f\x71\x76\ -\x41\x55\x20\x4c\x6d\x2f\x49\x78\x35\x33\x58\x39\x63\x52\x6a\x66\ -\x36\x71\x6f\x32\x36\x2f\x4b\x31\x77\x36\x4b\x78\x61\x62\x79\x42\ -\x6c\x57\x74\x44\x69\x55\x6e\x4c\x49\x52\x44\x30\x74\x47\x6c\x6b\ -\x77\x6b\x76\x7a\x68\x70\x32\x7a\x5a\x44\x51\x79\x4a\x6b\x2b\x53\ -\x37\x64\x75\x71\x57\x68\x39\x46\x69\x65\x52\x53\x48\x53\x72\x20\ -\x38\x6a\x33\x67\x56\x36\x5a\x6a\x33\x69\x48\x39\x67\x2f\x6b\x72\ -\x58\x47\x76\x33\x52\x64\x6e\x58\x57\x6a\x6c\x64\x56\x51\x34\x44\ -\x50\x67\x2b\x53\x46\x74\x47\x76\x62\x5a\x33\x58\x57\x55\x7a\x48\ -\x6f\x6c\x63\x33\x32\x6c\x31\x4e\x68\x67\x55\x64\x38\x6d\x5a\x38\ -\x41\x36\x5a\x38\x59\x56\x65\x4a\x75\x72\x57\x44\x20\x61\x2f\x51\ -\x4c\x65\x44\x4f\x47\x38\x38\x73\x42\x62\x65\x6c\x70\x7a\x4f\x53\ -\x48\x2f\x30\x5a\x74\x43\x6c\x70\x34\x54\x62\x50\x2b\x55\x54\x78\ -\x66\x2b\x69\x37\x56\x70\x36\x51\x67\x6c\x2f\x55\x34\x54\x6b\x73\ -\x4e\x52\x43\x32\x58\x55\x68\x30\x53\x4b\x55\x51\x58\x68\x43\x59\ -\x78\x33\x56\x44\x47\x68\x78\x4d\x4e\x20\x77\x37\x4c\x70\x59\x6a\ -\x55\x45\x42\x61\x6b\x46\x4f\x6c\x73\x6d\x32\x50\x4b\x41\x63\x46\ -\x31\x54\x46\x79\x42\x55\x6b\x57\x2f\x66\x32\x70\x44\x78\x65\x71\ -\x6f\x52\x64\x58\x35\x52\x78\x51\x5a\x30\x67\x74\x78\x77\x77\x75\ -\x6b\x2b\x77\x7a\x73\x4e\x4b\x50\x77\x77\x55\x79\x69\x30\x74\x4f\ -\x73\x59\x61\x7a\x35\x63\x20\x61\x39\x63\x52\x4b\x78\x66\x74\x46\ -\x76\x58\x4b\x53\x57\x41\x44\x6f\x65\x2f\x52\x6f\x4c\x78\x61\x67\ -\x38\x44\x72\x70\x69\x4e\x77\x4f\x54\x38\x59\x75\x45\x62\x67\x6d\ -\x61\x4a\x73\x77\x6e\x41\x66\x38\x46\x58\x51\x6f\x31\x42\x75\x55\ -\x75\x48\x30\x68\x2f\x4c\x35\x4b\x53\x65\x34\x72\x42\x46\x66\x42\ -\x2b\x75\x4b\x20\x42\x6d\x62\x55\x35\x47\x49\x36\x32\x42\x55\x42\ -\x79\x36\x6a\x53\x34\x76\x67\x72\x38\x4c\x73\x4e\x47\x7a\x62\x55\ -\x43\x58\x4e\x42\x72\x62\x77\x59\x57\x47\x41\x77\x48\x36\x6f\x39\ -\x51\x63\x58\x79\x53\x71\x41\x34\x55\x43\x6a\x38\x4d\x56\x73\x6f\ -\x33\x4a\x66\x4a\x46\x79\x2b\x78\x67\x56\x42\x55\x68\x56\x65\x44\ -\x20\x33\x67\x39\x63\x59\x47\x52\x4b\x72\x6f\x71\x67\x34\x74\x65\ -\x65\x38\x4b\x54\x70\x32\x44\x59\x4a\x57\x57\x37\x58\x49\x70\x63\ -\x62\x2f\x67\x65\x31\x34\x72\x6e\x4b\x52\x56\x55\x64\x71\x79\x5a\ 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-\x6d\x63\x48\x43\x72\x35\x67\x47\x77\x62\x70\x4b\x6e\x6d\x34\x6c\ -\x37\x6d\x70\x72\x46\x38\x46\x73\x59\x38\x34\x44\x56\x6a\x79\x79\ -\x2f\x4c\x6e\x55\x20\x6a\x44\x67\x62\x30\x47\x70\x4d\x49\x59\x73\ -\x41\x58\x4c\x45\x6e\x70\x68\x33\x6e\x6b\x42\x58\x78\x79\x4c\x45\ -\x49\x70\x77\x45\x2f\x57\x68\x47\x50\x4a\x31\x4f\x78\x79\x4b\x2f\ -\x54\x73\x65\x69\x67\x73\x57\x50\x66\x43\x46\x58\x30\x31\x35\x6c\ -\x38\x38\x56\x67\x4e\x32\x68\x54\x4b\x4f\x39\x75\x64\x76\x32\x72\ -\x65\x20\x34\x4d\x4d\x59\x6c\x71\x38\x4d\x44\x44\x79\x36\x55\x36\ -\x4a\x30\x73\x77\x6d\x78\x55\x76\x30\x68\x61\x6e\x64\x6c\x32\x35\ -\x61\x57\x5a\x76\x46\x45\x6f\x66\x52\x74\x36\x73\x4d\x31\x75\x53\ -\x67\x52\x69\x54\x79\x72\x63\x66\x31\x67\x59\x66\x6a\x58\x69\x74\ -\x59\x4b\x71\x4b\x76\x54\x54\x75\x53\x44\x7a\x63\x63\x59\x20\x74\ -\x62\x78\x72\x2f\x42\x69\x49\x47\x72\x32\x75\x4f\x52\x76\x4c\x5a\ -\x74\x65\x50\x71\x45\x71\x4e\x32\x42\x73\x4d\x71\x6e\x6e\x58\x39\ -\x72\x77\x50\x52\x64\x37\x59\x38\x4f\x39\x76\x4e\x4b\x38\x50\x6f\ -\x56\x64\x51\x47\x2b\x34\x70\x31\x77\x77\x4d\x62\x4b\x69\x4c\x43\ -\x76\x5a\x47\x6f\x34\x36\x49\x66\x4c\x6a\x36\x20\x63\x6b\x75\x51\ -\x77\x49\x54\x33\x55\x4f\x37\x73\x2b\x42\x4a\x56\x75\x57\x52\x46\ -\x50\x70\x7a\x4c\x6a\x54\x52\x7a\x74\x30\x51\x74\x6e\x38\x65\x37\ -\x37\x37\x66\x5a\x67\x4e\x32\x75\x61\x39\x39\x6c\x36\x48\x43\x76\ -\x70\x76\x71\x51\x61\x49\x51\x4b\x62\x52\x56\x45\x74\x4c\x50\x7a\ -\x58\x72\x77\x4a\x6d\x61\x2b\x4a\x20\x36\x4e\x46\x39\x75\x63\x4b\ -\x2f\x6a\x6c\x6d\x2b\x52\x43\x58\x34\x6a\x46\x51\x38\x65\x6c\x34\ -\x71\x48\x6a\x6c\x39\x2b\x6d\x71\x6b\x34\x31\x36\x53\x34\x34\x73\ -\x34\x77\x58\x4e\x53\x6d\x6a\x76\x4d\x65\x63\x41\x53\x6a\x46\x39\ -\x55\x74\x6b\x47\x58\x43\x58\x4b\x72\x46\x51\x6e\x38\x41\x74\x67\ -\x69\x79\x6c\x55\x59\x20\x37\x71\x74\x59\x54\x67\x58\x6d\x4b\x58\ -\x70\x62\x52\x64\x33\x72\x42\x54\x6b\x4b\x65\x42\x79\x56\x63\x79\ -\x73\x42\x2b\x65\x39\x6b\x4d\x6a\x6b\x76\x6d\x78\x30\x61\x6e\x4c\ -\x4a\x34\x36\x76\x71\x79\x32\x6a\x55\x67\x6c\x56\x59\x78\x2f\x39\ -\x30\x49\x6d\x56\x4c\x70\x5a\x74\x52\x6a\x72\x6f\x76\x71\x65\x35\ -\x74\x72\x20\x54\x4c\x64\x43\x42\x5a\x46\x33\x56\x31\x38\x47\x6a\ -\x4e\x48\x76\x70\x4e\x4d\x48\x54\x42\x42\x68\x4d\x78\x32\x6a\x6c\ -\x77\x42\x35\x41\x45\x55\x2f\x6b\x48\x61\x36\x58\x39\x61\x34\x76\ -\x6c\x51\x71\x62\x54\x46\x69\x58\x38\x36\x34\x34\x65\x63\x79\x69\ -\x33\x74\x7a\x4f\x68\x71\x64\x55\x4b\x76\x51\x34\x4e\x67\x56\x20\ -\x77\x46\x4d\x41\x71\x72\x77\x32\x6d\x65\x78\x4b\x54\x75\x63\x39\ -\x78\x4f\x4e\x64\x42\x39\x65\x35\x64\x38\x71\x44\x41\x2f\x6e\x53\ -\x39\x59\x33\x72\x45\x30\x37\x58\x69\x30\x52\x71\x51\x31\x34\x5a\ -\x30\x6c\x42\x6e\x59\x37\x59\x73\x72\x74\x69\x76\x67\x79\x36\x71\ -\x37\x76\x2f\x35\x76\x6d\x4b\x78\x33\x6c\x61\x55\x20\x69\x6e\x61\ -\x39\x51\x6b\x58\x50\x72\x36\x37\x37\x33\x55\x43\x68\x31\x4b\x4b\ -\x38\x6b\x58\x4b\x36\x33\x34\x42\x55\x70\x57\x61\x55\x7a\x7a\x52\ -\x6d\x5a\x37\x73\x7a\x42\x67\x63\x33\x44\x6f\x6c\x6e\x4e\x54\x63\ -\x52\x79\x6e\x47\x4a\x37\x75\x35\x4a\x5a\x38\x76\x37\x2b\x76\x6f\ -\x65\x37\x38\x38\x56\x34\x76\x32\x35\x20\x77\x70\x76\x37\x42\x6f\ -\x74\x33\x70\x57\x4c\x52\x39\x33\x59\x59\x48\x56\x4c\x6c\x39\x77\ -\x4c\x66\x45\x65\x54\x6e\x64\x6d\x7a\x2b\x75\x75\x51\x30\x53\x4b\ -\x51\x49\x72\x51\x45\x4c\x35\x6f\x66\x73\x57\x4c\x4f\x52\x78\x71\ -\x78\x69\x31\x67\x4e\x57\x61\x76\x6e\x79\x63\x43\x4b\x79\x2f\x4f\ -\x68\x34\x39\x2f\x4c\x7a\x20\x6b\x70\x47\x75\x44\x34\x4f\x32\x54\ -\x72\x33\x44\x50\x55\x30\x4b\x6c\x41\x77\x4f\x44\x6a\x35\x6f\x6a\ -\x52\x34\x44\x66\x46\x68\x55\x7a\x71\x69\x36\x68\x47\x6a\x41\x6b\ -\x41\x63\x4f\x52\x2b\x56\x74\x6d\x58\x7a\x78\x30\x47\x71\x7a\x36\ -\x4c\x4f\x6c\x55\x70\x6d\x55\x50\x31\x52\x44\x37\x2b\x4c\x46\x2b\ -\x36\x6e\x6f\x20\x79\x31\x72\x58\x79\x4a\x38\x7a\x78\x59\x32\x37\ -\x33\x53\x78\x52\x4d\x77\x7a\x57\x6d\x2b\x59\x57\x77\x76\x4e\x44\ -\x30\x70\x4a\x4a\x5a\x76\x4f\x6c\x6e\x34\x74\x51\x59\x79\x63\x2f\ -\x77\x34\x37\x4e\x2f\x32\x6c\x6a\x6e\x53\x4f\x54\x32\x66\x79\x59\ -\x43\x47\x64\x57\x65\x56\x65\x69\x63\x46\x30\x36\x47\x70\x35\x51\ -\x20\x4f\x4f\x2f\x50\x6a\x7a\x79\x41\x6d\x68\x63\x77\x62\x67\x43\ -\x52\x55\x4c\x46\x2f\x37\x6f\x6d\x47\x36\x77\x37\x4e\x67\x34\x4d\ -\x62\x68\x78\x52\x71\x7a\x62\x67\x64\x70\x6d\x4b\x75\x5a\x65\x70\ -\x37\x53\x51\x4a\x57\x50\x6b\x74\x31\x5a\x6c\x61\x4e\x66\x49\x51\ -\x47\x47\x6b\x45\x38\x33\x6e\x57\x77\x51\x62\x35\x4e\x20\x72\x65\ -\x56\x48\x37\x64\x73\x61\x5a\x5a\x69\x54\x54\x76\x66\x48\x71\x61\ -\x6c\x36\x4b\x41\x39\x71\x71\x4c\x4d\x2b\x37\x45\x30\x37\x34\x55\ -\x4d\x51\x71\x54\x35\x77\x74\x47\x51\x71\x39\x6c\x55\x30\x44\x58\ -\x57\x71\x68\x4e\x68\x50\x34\x5a\x32\x67\x75\x47\x43\x73\x76\x5a\ -\x72\x6e\x37\x67\x5a\x42\x2f\x4e\x72\x56\x20\x42\x48\x48\x39\x66\ -\x51\x37\x48\x59\x51\x46\x53\x38\x65\x67\x33\x52\x66\x67\x59\x30\ -\x4b\x48\x77\x62\x5a\x43\x33\x56\x31\x38\x76\x43\x46\x68\x2b\x4f\ -\x5a\x57\x31\x6e\x69\x76\x42\x57\x2f\x42\x6d\x71\x35\x75\x57\x79\ -\x34\x75\x6d\x2b\x52\x5a\x6d\x42\x44\x76\x64\x67\x52\x2b\x50\x78\ -\x77\x2b\x51\x79\x74\x59\x6b\x20\x4b\x6b\x6b\x78\x6b\x6b\x52\x4a\ -\x34\x67\x32\x35\x6b\x75\x72\x39\x66\x38\x72\x5a\x4f\x30\x45\x2f\ -\x4e\x56\x42\x61\x2f\x2b\x35\x32\x32\x36\x52\x6a\x7a\x6c\x72\x51\ -\x67\x31\x48\x57\x49\x79\x78\x58\x34\x5a\x58\x5a\x58\x50\x48\x48\ -\x4b\x78\x77\x6e\x57\x68\x47\x2b\x6a\x50\x4c\x42\x54\x4b\x48\x51\ -\x74\x6c\x45\x35\x20\x33\x68\x31\x2b\x6f\x77\x67\x74\x64\x53\x6f\ -\x52\x65\x65\x31\x41\x63\x64\x66\x30\x6a\x6d\x30\x76\x30\x6b\x37\ -\x6b\x46\x6b\x56\x50\x41\x4d\x61\x73\x6c\x65\x63\x4d\x6c\x6b\x70\ -\x2f\x62\x31\x79\x66\x54\x43\x62\x6e\x47\x58\x66\x30\x7a\x36\x72\ -\x55\x2b\x67\x2b\x2f\x6e\x79\x30\x4d\x76\x5a\x71\x47\x34\x4e\x41\ -\x54\x20\x44\x5a\x2f\x59\x34\x43\x51\x39\x68\x75\x6f\x62\x73\x38\ -\x58\x68\x43\x57\x71\x71\x69\x55\x6a\x6b\x63\x47\x50\x30\x4e\x31\ -\x41\x33\x71\x56\x42\x55\x72\x71\x6d\x59\x77\x4d\x65\x71\x35\x67\ -\x59\x6d\x35\x58\x54\x39\x46\x75\x54\x35\x31\x66\x56\x66\x79\x78\ -\x61\x47\x4c\x6d\x41\x53\x5a\x59\x75\x6b\x30\x2f\x58\x42\x20\x75\ -\x6b\x43\x64\x38\x71\x64\x73\x63\x65\x6a\x34\x32\x6a\x57\x6c\x48\ -\x4f\x64\x51\x63\x48\x38\x4a\x4f\x4e\x35\x36\x75\x54\x70\x62\x4c\ -\x4e\x58\x72\x6a\x43\x6d\x6e\x36\x31\x4b\x51\x54\x31\x56\x66\x56\ -\x6b\x43\x50\x71\x66\x61\x36\x30\x52\x75\x4e\x4f\x71\x36\x34\x66\ -\x38\x41\x54\x4e\x39\x79\x69\x32\x42\x4f\x62\x20\x72\x64\x4a\x58\ -\x72\x6c\x7a\x5a\x73\x65\x58\x78\x54\x62\x66\x55\x31\x46\x70\x56\ -\x35\x47\x79\x66\x6e\x73\x4c\x64\x48\x5a\x4b\x49\x68\x42\x38\x47\ -\x6d\x71\x57\x43\x63\x6f\x4f\x6c\x6b\x53\x52\x74\x46\x45\x58\x53\ -\x73\x64\x69\x52\x69\x4c\x30\x4c\x65\x4e\x69\x34\x6e\x4e\x69\x59\ -\x6d\x66\x62\x47\x49\x69\x2b\x78\x20\x49\x6a\x65\x68\x2b\x72\x70\ -\x4d\x76\x76\x52\x66\x37\x53\x34\x67\x47\x51\x6e\x2f\x56\x71\x47\ -\x5a\x73\x46\x30\x47\x31\x67\x6e\x30\x57\x79\x45\x6a\x4b\x76\x31\ -\x59\x2b\x6f\x30\x78\x6d\x51\x55\x48\x48\x4a\x43\x64\x36\x55\x6d\ -\x73\x4b\x51\x4e\x57\x4f\x6e\x33\x41\x49\x68\x30\x4e\x4a\x56\x55\ -\x6c\x61\x5a\x57\x6b\x20\x4d\x61\x53\x73\x6b\x68\x52\x49\x34\x76\ -\x33\x35\x61\x54\x39\x76\x46\x77\x7a\x36\x77\x6d\x78\x70\x66\x55\ -\x75\x66\x56\x2f\x30\x61\x48\x4f\x64\x41\x52\x4e\x63\x42\x39\x36\ -\x41\x73\x51\x62\x79\x47\x61\x59\x57\x4d\x71\x50\x37\x59\x42\x4c\ -\x69\x2b\x4a\x68\x50\x62\x44\x76\x48\x49\x38\x74\x75\x6b\x74\x61\ -\x66\x75\x20\x69\x57\x30\x75\x33\x52\x4f\x4e\x4b\x48\x64\x66\x39\ -\x4d\x61\x37\x56\x72\x70\x57\x31\x67\x43\x64\x51\x44\x61\x67\x35\ -\x72\x6a\x47\x47\x78\x41\x38\x32\x57\x67\x33\x4b\x48\x38\x47\x44\ -\x67\x52\x51\x2b\x4d\x47\x53\x38\x4e\x42\x72\x47\x76\x57\x69\x30\ 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-\x67\x58\x51\x4a\x2b\x58\x79\x5a\x55\x6d\x62\x4c\x63\x61\x67\x72\ -\x6c\x34\x64\x46\x54\x52\x20\x2f\x38\x7a\x6d\x53\x6d\x32\x70\x45\ -\x6f\x6e\x75\x38\x48\x76\x78\x73\x72\x4c\x70\x77\x67\x49\x46\x6f\ -\x42\x2f\x49\x69\x4e\x4a\x76\x6a\x66\x53\x72\x6c\x59\x79\x45\x51\ -\x76\x32\x35\x58\x47\x36\x37\x70\x62\x59\x6e\x44\x56\x6a\x4a\x53\ -\x4e\x65\x48\x46\x58\x30\x62\x31\x64\x61\x46\x57\x63\x53\x6f\x61\ -\x30\x49\x48\x20\x74\x4a\x4e\x43\x37\x6f\x6c\x48\x58\x36\x33\x4b\ -\x74\x31\x56\x34\x74\x61\x68\x63\x6a\x6e\x41\x39\x79\x6b\x4c\x51\ -\x31\x7a\x4d\x75\x43\x2f\x50\x44\x54\x4c\x37\x6f\x4e\x39\x7a\x30\ -\x6a\x68\x45\x4f\x4c\x36\x38\x45\x47\x4b\x4a\x31\x36\x50\x4c\x31\ -\x77\x64\x4c\x49\x4c\x68\x63\x6d\x32\x78\x36\x6b\x59\x39\x32\x58\ -\x20\x71\x50\x4a\x5a\x41\x49\x46\x2f\x56\x49\x77\x39\x76\x62\x6e\ -\x41\x37\x47\x55\x65\x39\x76\x64\x41\x74\x66\x34\x6b\x64\x34\x72\ -\x6c\x6c\x59\x32\x69\x69\x4f\x6c\x49\x35\x43\x51\x31\x2f\x4b\x52\ 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-\x33\x67\x75\x79\x46\x6d\x47\x39\x71\x6a\x78\x75\x30\x47\x63\x72\ -\x2b\x44\x57\x63\x62\x30\x44\x6b\x44\x36\x72\x32\x48\x36\x4b\x79\ -\x48\x78\x36\x33\x5a\x30\x65\x66\x6f\x46\x75\x42\x48\x4d\x68\x6d\ -\x52\x44\x30\x53\x73\x4d\x6f\x2b\x6f\x41\x63\x78\x77\x36\x55\x46\ -\x20\x67\x65\x74\x47\x31\x62\x79\x74\x57\x43\x77\x2b\x41\x76\x43\ -\x73\x67\x77\x36\x4b\x50\x4c\x72\x6c\x38\x64\x65\x4b\x63\x6d\x47\ -\x6a\x6d\x51\x63\x71\x31\x32\x69\x6f\x34\x35\x32\x37\x4d\x35\x74\ -\x39\x65\x35\x43\x4f\x52\x4f\x49\x75\x62\x6f\x73\x33\x70\x73\x4b\ -\x56\x75\x64\x4c\x49\x70\x4e\x49\x7a\x4b\x31\x65\x75\x20\x37\x4e\ -\x6a\x36\x78\x4b\x4f\x66\x42\x43\x36\x6b\x2b\x6a\x74\x51\x2b\x49\ -\x73\x52\x2b\x58\x54\x2f\x59\x4d\x47\x58\x79\x54\x34\x5a\x76\x49\ -\x6d\x32\x53\x67\x71\x74\x70\x44\x41\x6b\x55\x64\x4b\x6f\x4a\x42\ -\x48\x53\x65\x48\x56\x74\x50\x32\x76\x37\x37\x59\x51\x65\x34\x32\ -\x64\x76\x35\x68\x2b\x77\x4a\x69\x2b\x75\x20\x6a\x65\x45\x78\x58\ 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-\x58\x43\x65\x66\x33\x7a\x6a\x6c\x20\x41\x78\x79\x38\x70\x75\x67\ -\x46\x78\x68\x78\x6c\x73\x63\x63\x42\x78\x79\x45\x63\x44\x63\x77\ -\x4c\x62\x52\x31\x62\x39\x4e\x44\x47\x6a\x64\x4e\x77\x4d\x64\x6f\ -\x78\x4f\x49\x36\x7a\x4f\x45\x53\x6c\x31\x31\x72\x74\x56\x62\x52\ -\x58\x52\x41\x35\x45\x4f\x51\x56\x6f\x62\x75\x72\x2f\x72\x38\x48\ -\x53\x53\x49\x73\x63\x20\x6b\x72\x2b\x52\x71\x6f\x67\x66\x38\x2f\ -\x55\x65\x35\x6a\x70\x59\x4f\x63\x36\x4c\x46\x4c\x30\x41\x43\x42\ -\x71\x33\x38\x71\x65\x65\x57\x50\x52\x57\x46\x57\x34\x31\x48\x56\ -\x74\x76\x62\x33\x6f\x36\x74\x49\x55\x71\x4a\x2f\x6f\x73\x76\x76\ -\x56\x70\x46\x71\x77\x34\x61\x4f\x6e\x53\x68\x57\x4f\x59\x79\x35\ -\x6b\x59\x20\x72\x43\x79\x77\x42\x70\x57\x2f\x71\x65\x67\x36\x68\ -\x56\x7a\x41\x79\x41\x5a\x62\x59\x57\x4d\x48\x62\x4e\x77\x57\x44\ -\x45\x37\x5a\x53\x32\x61\x30\x63\x70\x78\x34\x4f\x75\x45\x42\x41\ -\x42\x47\x2b\x59\x6a\x6f\x58\x76\x74\x31\x58\x46\x6d\x59\x4b\x56\ -\x44\x2f\x7a\x6a\x2f\x54\x45\x77\x6a\x2b\x31\x61\x6e\x34\x43\x20\ -\x4e\x46\x71\x6f\x44\x79\x4a\x38\x48\x79\x57\x4f\x6b\x6b\x53\x49\ -\x34\x76\x55\x64\x74\x69\x68\x48\x2b\x45\x42\x56\x39\x62\x55\x44\ -\x78\x65\x48\x64\x51\x73\x74\x73\x4e\x6d\x45\x74\x76\x7a\x43\x47\ -\x35\x6f\x41\x6c\x78\x67\x32\x63\x41\x72\x37\x36\x56\x51\x41\x6b\ -\x45\x74\x33\x2f\x47\x6c\x44\x35\x64\x35\x54\x6e\x20\x41\x30\x64\ -\x5a\x62\x46\x33\x33\x54\x4b\x43\x6b\x63\x50\x76\x59\x76\x6d\x59\ -\x42\x47\x36\x64\x6a\x75\x37\x5a\x6a\x4b\x42\x51\x4b\x6d\x34\x43\ -\x37\x71\x6e\x2f\x65\x64\x55\x58\x43\x31\x39\x4c\x71\x71\x2b\x43\ -\x62\x4c\x62\x59\x45\x72\x49\x4f\x57\x4c\x74\x31\x33\x47\x37\x51\ -\x30\x74\x43\x72\x38\x76\x58\x6e\x5a\x20\x62\x43\x49\x64\x69\x35\ -\x78\x64\x6c\x62\x58\x6f\x41\x50\x6b\x48\x71\x6a\x45\x56\x33\x6f\ -\x6e\x79\x54\x6a\x73\x36\x33\x30\x33\x48\x6f\x76\x65\x6f\x79\x4b\ -\x32\x6f\x76\x64\x6c\x50\x71\x37\x75\x47\x61\x44\x54\x71\x6f\x42\ -\x55\x66\x68\x55\x61\x5a\x30\x75\x35\x6f\x54\x38\x4a\x42\x53\x35\ -\x66\x75\x4f\x7a\x59\x2f\x20\x39\x4f\x73\x47\x4b\x2f\x75\x74\x4b\ -\x4a\x38\x4c\x75\x50\x72\x46\x48\x61\x6b\x64\x31\x75\x44\x52\x49\ -\x2f\x52\x62\x31\x49\x49\x56\x66\x44\x47\x54\x48\x35\x72\x53\x52\ -\x58\x73\x71\x39\x4f\x64\x48\x48\x6c\x67\x52\x69\x52\x78\x62\x4e\ -\x76\x70\x62\x78\x6d\x2f\x4f\x4f\x42\x72\x34\x55\x62\x4d\x61\x70\ -\x75\x4d\x34\x20\x38\x7a\x75\x74\x58\x61\x6f\x42\x44\x61\x4f\x36\ -\x58\x44\x31\x72\x2b\x66\x6b\x71\x4a\x41\x55\x35\x47\x6a\x67\x42\ -\x36\x42\x43\x52\x61\x39\x4f\x78\x37\x6d\x66\x61\x51\x4f\x64\x37\ -\x6e\x69\x34\x31\x4b\x7a\x2f\x6b\x68\x34\x66\x76\x54\x6b\x54\x43\ -\x6a\x39\x44\x71\x36\x50\x30\x43\x32\x67\x53\x73\x67\x4a\x58\x6e\ -\x20\x41\x72\x56\x4a\x6d\x67\x46\x46\x62\x30\x66\x6c\x64\x73\x48\ -\x63\x33\x75\x2b\x6a\x61\x6a\x46\x58\x55\x4f\x51\x68\x61\x65\x57\ -\x39\x72\x73\x41\x62\x41\x55\x35\x59\x30\x52\x4b\x77\x74\x6e\x61\ -\x59\x51\x38\x57\x33\x7a\x55\x4b\x6e\x4a\x47\x62\x4f\x46\x48\x70\ -\x69\x30\x66\x4d\x56\x76\x6f\x42\x48\x59\x2f\x69\x63\x20\x69\x48\ -\x36\x70\x50\x31\x2f\x38\x61\x6d\x2b\x38\x36\x32\x43\x72\x67\x65\ -\x4f\x41\x34\x34\x48\x6a\x52\x66\x56\x53\x34\x4e\x6e\x55\x5a\x59\ -\x42\x62\x45\x62\x44\x6c\x31\x55\x6a\x72\x79\x4e\x63\x59\x6e\x6c\ -\x59\x42\x61\x32\x78\x2b\x78\x7a\x64\x52\x72\x51\x57\x72\x4c\x46\ -\x5a\x65\x4e\x42\x4d\x57\x56\x61\x37\x59\x20\x4c\x31\x43\x56\x34\ -\x6c\x48\x34\x61\x62\x59\x77\x39\x49\x34\x70\x64\x70\x6b\x32\x31\ -\x70\x56\x4b\x47\x33\x75\x37\x75\x6c\x37\x6f\x42\x75\x56\x75\x50\ -\x50\x31\x32\x41\x66\x63\x44\x77\x4d\x73\x62\x74\x36\x74\x6d\x5a\ -\x66\x6e\x71\x58\x77\x73\x53\x69\x61\x58\x64\x78\x67\x31\x39\x47\ -\x6a\x68\x58\x6c\x62\x65\x4c\x20\x4f\x33\x71\x6b\x34\x7a\x67\x76\ -\x72\x6a\x37\x4e\x6e\x34\x35\x51\x38\x57\x62\x4e\x6d\x31\x56\x50\ -\x56\x72\x66\x62\x53\x64\x54\x63\x72\x70\x36\x55\x2b\x7a\x57\x5a\ 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-\x6e\x2b\x68\x30\x4f\x63\x4e\x2f\x58\x53\x6e\x35\x4d\x56\x6e\x47\ -\x67\x45\x43\x76\x6e\x32\x38\x46\x53\x6f\x48\x4e\x53\x2f\x7a\x43\ -\x56\x6a\x71\x70\x79\x4a\x59\x6e\x4d\x31\x43\x20\x58\x41\x32\x39\ -\x30\x61\x69\x6a\x6c\x68\x75\x41\x44\x2f\x59\x50\x46\x6d\x38\x78\ -\x42\x6b\x39\x31\x55\x76\x6e\x34\x77\x6f\x37\x67\x35\x6c\x51\x38\ -\x65\x6b\x66\x61\x69\x58\x77\x69\x48\x59\x38\x2b\x48\x7a\x77\x46\ -\x7a\x4b\x6c\x61\x63\x67\x53\x4f\x38\x6c\x6e\x38\x52\x37\x62\x44\ -\x61\x48\x56\x33\x52\x69\x49\x53\x20\x4f\x56\x79\x45\x61\x69\x4f\ -\x76\x50\x47\x59\x44\x38\x75\x4a\x47\x53\x5a\x61\x64\x51\x2b\x44\ -\x6a\x56\x43\x64\x6d\x52\x50\x58\x43\x48\x57\x6d\x6c\x6d\x41\x36\ -\x79\x68\x65\x47\x37\x55\x4b\x6b\x31\x62\x5a\x75\x41\x72\x51\x61\ -\x65\x37\x63\x52\x41\x6f\x66\x52\x4a\x30\x43\x39\x37\x72\x2f\x54\ -\x5a\x70\x72\x4b\x74\x20\x70\x59\x33\x6c\x36\x51\x49\x52\x38\x65\ -\x56\x63\x61\x59\x43\x56\x37\x66\x5a\x54\x75\x45\x32\x51\x77\x39\ -\x6e\x31\x4a\x73\x70\x31\x4c\x4f\x6b\x75\x39\x55\x4d\x72\x46\x31\ -\x49\x77\x42\x7a\x59\x76\x38\x37\x6c\x6f\x6e\x77\x78\x4c\x61\x44\ -\x47\x78\x6e\x41\x31\x59\x49\x35\x39\x43\x47\x59\x37\x6e\x69\x39\ -\x35\x30\x20\x70\x75\x70\x78\x77\x4d\x4d\x69\x58\x49\x42\x79\x75\ -\x79\x6a\x50\x52\x65\x51\x79\x6c\x47\x6d\x6c\x73\x35\x46\x49\x5a\ -\x49\x46\x43\x79\x39\x4e\x61\x6c\x44\x2f\x50\x37\x4a\x58\x76\x4d\ -\x68\x69\x76\x76\x63\x55\x6a\x68\x41\x70\x63\x4e\x44\x67\x34\x39\ -\x4f\x41\x55\x2b\x30\x77\x4c\x71\x58\x6a\x6b\x42\x59\x4a\x57\x20\ -\x4a\x79\x76\x6b\x7a\x6b\x78\x78\x32\x45\x39\x65\x5a\x4d\x59\x67\ -\x79\x69\x63\x5a\x66\x34\x69\x63\x48\x5a\x74\x61\x75\x74\x63\x58\ -\x69\x63\x4c\x77\x4f\x36\x69\x61\x56\x69\x6a\x79\x7a\x70\x54\x54\ -\x35\x66\x66\x41\x32\x75\x4f\x78\x70\x47\x74\x6b\x44\x58\x34\x57\ -\x58\x4b\x70\x54\x71\x49\x44\x4b\x48\x34\x48\x39\x20\x30\x74\x46\ -\x6f\x57\x2b\x65\x64\x75\x55\x53\x56\x75\x4e\x33\x43\x4c\x51\x4e\ -\x74\x69\x55\x55\x74\x41\x55\x75\x68\x35\x59\x31\x49\x31\x66\x4a\ -\x38\x4e\x75\x48\x4a\x57\x2b\x6a\x4c\x52\x62\x6a\x75\x31\x72\x6f\ -\x6b\x72\x68\x79\x6a\x6f\x72\x2f\x70\x7a\x78\x57\x2f\x43\x6e\x49\ -\x74\x73\x41\x58\x68\x76\x5a\x6c\x38\x20\x63\x56\x72\x53\x76\x42\ -\x33\x69\x48\x6f\x6f\x76\x57\x39\x2f\x4f\x36\x51\x54\x43\x62\x43\ -\x45\x5a\x37\x58\x34\x54\x36\x4c\x4f\x72\x4c\x33\x2b\x53\x4b\x5a\ -\x52\x6d\x52\x49\x39\x2b\x35\x62\x4a\x6c\x2b\x32\x43\x31\x7a\x71\ -\x59\x57\x30\x65\x76\x62\x62\x54\x38\x54\x79\x4a\x52\x4b\x4f\x5a\ -\x53\x2f\x56\x46\x38\x47\x20\x41\x37\x61\x79\x51\x32\x61\x64\x74\ -\x30\x4c\x46\x42\x73\x72\x6e\x34\x4d\x6b\x4b\x42\x78\x53\x35\x39\ -\x75\x6b\x34\x4e\x46\x79\x7a\x68\x6a\x4c\x4b\x58\x53\x30\x72\x42\ -\x4e\x2b\x57\x6c\x76\x70\x71\x6c\x64\x2b\x42\x66\x45\x46\x55\x36\ -\x7a\x50\x6b\x76\x56\x31\x64\x79\x36\x71\x32\x58\x62\x73\x73\x36\ -\x78\x4a\x2f\x20\x53\x37\x4d\x57\x56\x33\x69\x2f\x43\x32\x79\x64\ -\x49\x56\x53\x5a\x39\x51\x78\x72\x6e\x6a\x46\x52\x49\x4b\x68\x53\ -\x6e\x34\x30\x55\x30\x50\x30\x45\x47\x51\x4b\x51\x7a\x76\x4c\x4e\ -\x70\x75\x77\x6d\x4d\x37\x6e\x69\x4a\x35\x6a\x6d\x63\x45\x35\x56\ -\x2f\x50\x76\x65\x4b\x72\x52\x74\x42\x64\x6f\x54\x30\x42\x4f\x4a\ -\x20\x78\x45\x53\x6f\x53\x61\x35\x73\x4e\x47\x58\x72\x4a\x2f\x75\ -\x38\x33\x65\x6a\x74\x37\x65\x33\x63\x30\x68\x6e\x38\x4c\x36\x70\ -\x74\x47\x77\x42\x57\x2b\x63\x64\x4d\x48\x48\x74\x4b\x47\x4f\x70\ -\x6d\x45\x38\x4c\x6b\x4c\x74\x52\x54\x59\x58\x42\x77\x34\x78\x44\ -\x69\x75\x59\x6f\x4c\x72\x48\x79\x36\x44\x67\x33\x46\x20\x74\x46\ -\x72\x4a\x6f\x2b\x30\x44\x56\x6e\x2b\x68\x30\x4a\x66\x4a\x46\x39\ -\x38\x78\x61\x73\x7a\x47\x56\x43\x78\x36\x52\x64\x71\x4a\x44\x74\ -\x68\x51\x59\x4c\x30\x47\x4a\x4a\x65\x4f\x6f\x6a\x70\x35\x2b\x41\ -\x41\x41\x49\x41\x42\x4a\x52\x45\x46\x55\x52\x54\x65\x6c\x6e\x63\ -\x67\x6e\x56\x71\x31\x61\x35\x57\x2f\x7a\x20\x4e\x6f\x74\x51\x6a\ -\x34\x7a\x65\x74\x45\x78\x62\x53\x4e\x41\x54\x41\x6c\x62\x45\x63\ -\x32\x52\x70\x65\x52\x71\x70\x74\x42\x35\x73\x70\x68\x48\x61\x74\ -\x6d\x30\x59\x4b\x41\x76\x36\x59\x6f\x43\x65\x6e\x76\x41\x79\x41\ -\x46\x57\x76\x68\x74\x4c\x66\x50\x37\x4a\x2b\x2b\x36\x66\x6e\x31\ -\x59\x2f\x4c\x4d\x54\x79\x77\x20\x59\x61\x5a\x71\x50\x4c\x73\x47\ -\x34\x58\x42\x34\x6f\x54\x56\x63\x54\x37\x57\x6e\x54\x6b\x55\x75\ -\x62\x68\x5a\x41\x33\x42\x48\x30\x78\x72\x74\x57\x75\x74\x75\x65\ -\x75\x68\x4e\x66\x76\x38\x61\x35\x67\x49\x36\x54\x48\x71\x58\x75\ -\x57\x37\x68\x44\x71\x4d\x72\x4d\x66\x41\x32\x38\x6f\x57\x45\x36\ -\x48\x6a\x6c\x32\x20\x35\x36\x35\x74\x39\x34\x4d\x71\x66\x76\x70\ -\x76\x69\x39\x74\x5a\x67\x49\x48\x58\x70\x74\x4d\x68\x2f\x49\x2f\ -\x41\x2b\x36\x74\x63\x74\x33\x74\x51\x62\x73\x47\x54\x36\x4c\x6c\ -\x73\x38\x2f\x72\x68\x4c\x37\x54\x62\x66\x31\x61\x67\x66\x6a\x46\ -\x47\x32\x67\x65\x73\x44\x69\x6e\x37\x74\x6e\x55\x49\x64\x71\x66\ -\x70\x20\x2b\x6c\x50\x68\x6f\x59\x30\x62\x6e\x30\x44\x34\x6b\x61\ -\x71\x38\x4d\x52\x32\x4c\x44\x75\x74\x59\x63\x4a\x31\x33\x62\x73\ -\x35\x4f\x78\x53\x4e\x66\x53\x6a\x6e\x4f\x47\x39\x4b\x78\x32\x42\ -\x48\x62\x6d\x64\x37\x37\x7a\x48\x6a\x4b\x48\x70\x31\x64\x4a\x53\ -\x4b\x52\x5a\x79\x30\x49\x79\x52\x33\x31\x6f\x61\x44\x49\x20\x39\ -\x54\x73\x72\x52\x74\x66\x62\x75\x33\x69\x2f\x74\x4e\x50\x31\x53\ -\x64\x66\x4b\x50\x55\x41\x72\x61\x56\x6a\x39\x50\x73\x65\x5a\x68\ -\x2b\x6f\x45\x58\x74\x45\x4f\x31\x62\x41\x61\x73\x61\x56\x73\x4c\ -\x38\x45\x72\x5a\x77\x54\x55\x36\x6f\x31\x70\x4a\x39\x77\x32\x2b\ -\x39\x6a\x6a\x49\x4f\x71\x62\x2b\x57\x72\x5a\x20\x74\x41\x33\x32\ -\x32\x78\x35\x2f\x39\x42\x7a\x51\x35\x77\x6e\x38\x4f\x4f\x68\x71\ -\x64\x79\x5a\x66\x58\x4a\x55\x70\x46\x4a\x38\x2f\x70\x75\x4b\x41\ -\x2f\x42\x61\x34\x49\x4a\x58\x71\x62\x68\x6d\x4f\x7a\x53\x37\x55\ -\x70\x34\x62\x46\x38\x6d\x62\x44\x6c\x51\x6b\x42\x79\x32\x4a\x38\ -\x41\x35\x61\x78\x67\x57\x6e\x52\x20\x2f\x58\x63\x57\x6f\x53\x32\ -\x6a\x46\x77\x6e\x79\x47\x64\x41\x37\x6b\x4c\x70\x39\x2b\x52\x4a\ -\x52\x75\x56\x68\x45\x76\x77\x37\x32\x62\x38\x59\x74\x50\x35\x47\ -\x4f\x52\x65\x39\x50\x78\x36\x50\x66\x54\x63\x56\x69\x7a\x57\x4a\ -\x38\x7a\x57\x69\x5a\x38\x56\x54\x52\x50\x62\x4a\x2b\x46\x59\x2f\ -\x48\x44\x30\x67\x35\x20\x33\x64\x38\x31\x52\x75\x38\x47\x4f\x64\ -\x52\x62\x71\x6e\x32\x75\x42\x46\x73\x4d\x4b\x61\x61\x4c\x52\x43\ -\x4b\x63\x53\x6b\x57\x37\x50\x2b\x70\x75\x6d\x35\x65\x72\x43\x75\ -\x7a\x35\x32\x6b\x59\x4a\x2b\x4d\x68\x4b\x7a\x7a\x79\x71\x4a\x4e\ -\x41\x61\x35\x6a\x6d\x4f\x4d\x36\x32\x2b\x73\x38\x6b\x77\x4d\x6a\ -\x4c\x79\x20\x6c\x47\x76\x30\x54\x4f\x41\x4a\x59\x4b\x6c\x69\x62\ -\x6b\x6e\x46\x49\x69\x66\x76\x31\x45\x58\x75\x52\x70\x67\x33\x61\ -\x68\x2f\x41\x68\x32\x5a\x69\x56\x4e\x72\x4f\x46\x43\x4a\x36\x4e\ -\x50\x44\x55\x71\x4d\x72\x35\x6a\x59\x4b\x4e\x68\x55\x4a\x68\x71\ -\x2b\x4a\x2b\x46\x44\x43\x34\x5a\x71\x72\x66\x31\x6f\x78\x43\x20\ -\x78\x54\x64\x67\x4d\x54\x72\x36\x2b\x49\x53\x59\x5a\x43\x61\x2b\ -\x30\x43\x69\x74\x73\x49\x73\x6a\x51\x33\x4d\x53\x73\x42\x37\x61\ -\x75\x50\x47\x4a\x2f\x6e\x7a\x68\x30\x6b\x79\x2b\x64\x43\x5a\x57\ -\x2f\x77\x72\x79\x65\x43\x5a\x66\x6a\x4a\x69\x79\x75\x31\x78\x46\ -\x54\x78\x62\x56\x64\x34\x76\x79\x41\x31\x58\x4b\x20\x4b\x47\x63\ -\x68\x64\x74\x4b\x6e\x51\x44\x4b\x35\x2f\x2f\x37\x34\x4e\x74\x6c\ -\x71\x69\x35\x50\x75\x6e\x6f\x42\x41\x70\x58\x49\x73\x38\x43\x72\ -\x47\x76\x37\x4d\x78\x71\x34\x46\x58\x62\x77\x2f\x56\x49\x4a\x30\ -\x2b\x59\x46\x48\x53\x36\x54\x34\x6c\x46\x65\x32\x2b\x49\x75\x56\ -\x30\x33\x57\x46\x63\x30\x34\x2f\x77\x20\x76\x67\x59\x42\x76\x78\ -\x72\x75\x56\x61\x53\x2f\x2f\x6b\x6f\x34\x4e\x68\x57\x4a\x6e\x4c\ -\x37\x54\x62\x36\x49\x4e\x65\x6d\x4c\x68\x5a\x39\x41\x6b\x76\x78\ -\x76\x51\x53\x6e\x4f\x44\x37\x33\x59\x6a\x6c\x78\x76\x2b\x42\x31\ -\x62\x4f\x78\x56\x4d\x53\x57\x59\x72\x71\x72\x31\x4f\x78\x79\x4c\ -\x66\x53\x30\x61\x35\x54\x20\x65\x36\x50\x52\x75\x57\x34\x55\x6e\ -\x31\x46\x55\x71\x55\x59\x44\x7a\x63\x74\x56\x57\x75\x76\x51\x6a\ -\x62\x41\x71\x6e\x53\x43\x75\x58\x32\x74\x61\x51\x41\x4e\x65\x52\ -\x34\x4f\x71\x66\x39\x76\x65\x4c\x4d\x45\x61\x66\x4b\x56\x2f\x78\ -\x4a\x33\x6f\x73\x44\x58\x68\x6f\x71\x7a\x53\x35\x63\x4d\x34\x33\ -\x62\x41\x72\x20\x39\x4b\x49\x45\x4e\x69\x6d\x36\x41\x41\x68\x55\ -\x61\x31\x65\x2f\x71\x2f\x37\x56\x45\x46\x69\x35\x63\x6d\x58\x41\ -\x63\x7a\x48\x79\x32\x62\x38\x79\x62\x34\x58\x36\x63\x42\x79\x4e\ -\x6d\x42\x5a\x2f\x74\x54\x30\x42\x43\x38\x72\x6c\x50\x32\x7a\x70\ -\x44\x4a\x52\x41\x61\x6b\x4f\x6c\x44\x69\x50\x32\x6a\x70\x54\x54\ -\x20\x2f\x62\x44\x43\x2f\x61\x49\x79\x4c\x4d\x4a\x47\x56\x52\x30\ -\x56\x55\x63\x2b\x36\x53\x57\x52\x2f\x71\x2b\x77\x6e\x6e\x6f\x4c\ -\x44\x51\x54\x72\x47\x63\x6f\x39\x55\x56\x66\x39\x50\x41\x32\x51\ -\x49\x64\x46\x2f\x41\x5a\x67\x74\x44\x7a\x30\x70\x46\x75\x33\x36\ -\x47\x79\x4c\x68\x2b\x75\x4e\x46\x76\x39\x38\x54\x43\x20\x78\x2f\ -\x58\x6e\x52\x78\x36\x59\x36\x66\x65\x57\x54\x43\x62\x33\x74\x35\ -\x57\x78\x36\x30\x41\x6e\x50\x6b\x43\x4e\x6e\x41\x2f\x38\x77\x58\ -\x2b\x76\x36\x53\x4e\x62\x4b\x76\x30\x69\x35\x58\x51\x64\x4c\x38\ -\x68\x50\x46\x61\x4b\x6f\x76\x6b\x5a\x46\x58\x75\x4e\x69\x53\x54\ -\x6e\x64\x32\x34\x43\x38\x69\x46\x79\x5a\x20\x79\x5a\x63\x6d\x62\ -\x57\x76\x5a\x58\x61\x48\x49\x4f\x6b\x46\x54\x45\x35\x63\x52\x6e\ -\x32\x4b\x33\x2b\x30\x42\x66\x6e\x58\x61\x63\x63\x7a\x4f\x46\x77\ -\x76\x64\x72\x43\x78\x33\x48\x57\x57\x7a\x52\x6a\x77\x45\x59\x43\ -\x62\x62\x4f\x51\x4d\x34\x69\x56\x44\x73\x32\x4e\x66\x6a\x6c\x31\ -\x6d\x47\x61\x6b\x6f\x34\x4a\x20\x41\x55\x75\x51\x46\x68\x74\x30\ -\x59\x46\x62\x49\x67\x75\x33\x67\x4f\x4d\x35\x69\x4e\x58\x6f\x55\ -\x69\x6b\x6c\x48\x6f\x7a\x30\x48\x64\x48\x56\x6c\x31\x36\x78\x5a\ -\x30\x78\x77\x30\x33\x62\x56\x72\x31\x30\x34\x36\x57\x36\x68\x57\ -\x6d\x38\x58\x36\x41\x62\x42\x6c\x33\x53\x4d\x44\x31\x74\x6f\x4e\ -\x47\x35\x35\x4d\x20\x52\x72\x76\x65\x4b\x38\x4b\x33\x6d\x6c\x59\ -\x64\x4b\x48\x41\x67\x55\x67\x33\x50\x41\x6c\x6f\x4c\x52\x74\x70\ -\x57\x74\x48\x38\x7a\x48\x76\x66\x6c\x6d\x61\x4c\x36\x77\x30\x78\ -\x78\x36\x4e\x79\x55\x45\x37\x6d\x58\x36\x73\x32\x75\x49\x6b\x38\ -\x32\x37\x58\x75\x41\x31\x63\x43\x66\x30\x6b\x37\x33\x57\x7a\x4b\ -\x46\x20\x6f\x65\x2b\x33\x48\x4b\x30\x4b\x78\x33\x48\x6d\x68\x39\ -\x51\x39\x43\x2b\x46\x6c\x4b\x76\x4b\x44\x71\x67\x72\x71\x70\x45\ -\x6a\x48\x75\x6f\x2b\x67\x4d\x76\x70\x74\x50\x37\x34\x63\x79\x71\ -\x74\x54\x73\x65\x36\x49\x57\x48\x50\x6c\x7a\x73\x72\x45\x5a\x41\ -\x76\x44\x64\x36\x32\x49\x52\x4a\x35\x5a\x4e\x76\x6f\x78\x20\x34\ -\x41\x32\x4d\x5a\x36\x72\x7a\x67\x41\x4f\x78\x34\x6a\x73\x6b\x32\ -\x64\x30\x68\x61\x45\x75\x37\x6b\x69\x42\x74\x41\x31\x61\x67\x63\ -\x2b\x76\x58\x37\x65\x6a\x38\x64\x79\x4c\x36\x6e\x56\x51\x73\x38\ -\x69\x70\x42\x4d\x6b\x41\x4d\x39\x44\x68\x67\x45\x65\x68\x31\x66\ -\x62\x6e\x63\x32\x74\x6d\x36\x5a\x6a\x38\x55\x20\x69\x38\x56\x48\ -\x45\x70\x47\x77\x53\x78\x4d\x4e\x53\x5a\x45\x4a\x2f\x5a\x4c\x4e\ -\x61\x5a\x2b\x66\x33\x4d\x65\x63\x39\x6d\x4f\x6c\x45\x38\x36\x35\ -\x41\x70\x39\x54\x79\x7a\x42\x67\x4d\x44\x79\x30\x65\x66\x31\x77\ -\x4a\x52\x32\x4c\x44\x6f\x4c\x30\x69\x39\x68\x42\x56\x48\x4a\x57\ -\x47\x46\x51\x54\x75\x6e\x36\x79\x20\x4a\x6c\x63\x56\x6a\x61\x41\ -\x74\x50\x31\x66\x64\x64\x2b\x6e\x53\x41\x69\x4e\x37\x70\x76\x44\ -\x6b\x51\x48\x48\x34\x32\x2b\x6c\x6f\x5a\x48\x58\x64\x66\x38\x2f\ -\x44\x33\x30\x48\x44\x49\x4e\x32\x30\x78\x71\x63\x4b\x79\x41\x62\ -\x51\x5a\x63\x41\x54\x4b\x46\x63\x4c\x45\x6c\x58\x52\x38\x30\x58\ -\x31\x50\x4e\x54\x63\x20\x72\x30\x59\x48\x4c\x57\x59\x7a\x54\x55\ -\x6f\x63\x34\x6b\x73\x64\x30\x55\x55\x4b\x33\x30\x73\x35\x33\x5a\ -\x63\x69\x2b\x6c\x30\x52\x38\x31\x65\x44\x33\x61\x77\x56\x73\x38\ -\x67\x61\x54\x51\x50\x48\x67\x58\x30\x46\x34\x68\x6d\x54\x69\x4f\ -\x70\x4c\x55\x6b\x37\x6b\x48\x63\x41\x33\x42\x48\x50\x62\x2f\x45\ -\x57\x4c\x20\x42\x74\x65\x75\x58\x56\x75\x4f\x78\x57\x4c\x64\x41\ -\x64\x79\x6a\x55\x44\x31\x50\x6c\x5a\x66\x53\x6a\x76\x2b\x6a\x6e\ -\x4b\x52\x69\x54\x30\x6f\x35\x33\x57\x74\x55\x2b\x58\x6f\x5a\x38\ -\x35\x4f\x61\x61\x4e\x2f\x32\x59\x6c\x32\x70\x74\x44\x48\x56\x33\ -\x66\x31\x78\x43\x58\x4a\x45\x67\x36\x73\x51\x49\x48\x2f\x4e\x20\ -\x46\x49\x75\x33\x37\x4d\x67\x78\x64\x7a\x6c\x45\x63\x36\x33\x33\ -\x75\x62\x59\x4e\x57\x48\x31\x39\x6d\x78\x37\x76\x6a\x58\x65\x64\ -\x5a\x44\x56\x77\x6e\x53\x43\x4e\x52\x4e\x50\x48\x42\x44\x36\x32\ -\x2f\x2f\x4c\x75\x79\x35\x6c\x61\x5a\x6d\x34\x32\x73\x49\x6d\x6d\ -\x6a\x45\x71\x62\x6b\x71\x69\x4a\x41\x55\x74\x31\x20\x55\x58\x4f\ -\x6a\x73\x49\x7a\x37\x30\x38\x30\x71\x44\x6b\x6f\x6b\x55\x6d\x56\ -\x31\x76\x79\x4c\x77\x66\x4a\x52\x4c\x56\x44\x6c\x66\x68\x50\x74\ -\x56\x39\x46\x62\x55\x78\x41\x55\x62\x52\x58\x6d\x6d\x49\x69\x63\ -\x44\x69\x4d\x4b\x57\x72\x56\x74\x2f\x4f\x75\x6b\x42\x72\x55\x52\ -\x39\x30\x6f\x76\x68\x6d\x62\x59\x64\x20\x6d\x6d\x75\x59\x2b\x51\ -\x73\x75\x63\x4c\x63\x39\x47\x57\x75\x77\x31\x39\x71\x67\x77\x58\ -\x6c\x48\x55\x78\x6e\x39\x70\x73\x41\x35\x49\x53\x76\x4c\x4b\x75\ -\x49\x2b\x52\x38\x58\x38\x51\x70\x41\x50\x5a\x41\x71\x6c\x4b\x31\ -\x4e\x4f\x39\x79\x44\x49\x59\x39\x6c\x69\x36\x66\x33\x70\x57\x4e\ -\x65\x46\x71\x4a\x7a\x66\x20\x37\x68\x79\x78\x57\x43\x79\x43\x56\ -\x70\x6f\x70\x49\x61\x4f\x4d\x4b\x37\x59\x65\x68\x73\x70\x68\x71\ -\x6f\x71\x4c\x67\x47\x6b\x63\x65\x6a\x63\x50\x77\x2f\x58\x5a\x77\ -\x4c\x4d\x56\x6c\x79\x32\x50\x62\x53\x4c\x6c\x64\x49\x4f\x32\x70\ -\x76\x35\x34\x4e\x32\x74\x7a\x6b\x56\x30\x5a\x44\x38\x4b\x72\x52\ -\x46\x6a\x56\x20\x67\x56\x36\x56\x63\x72\x70\x2f\x72\x2f\x41\x62\ -\x67\x37\x30\x6c\x55\x78\x6a\x78\x4c\x54\x77\x33\x49\x5a\x42\x30\ -\x77\x6b\x63\x59\x4d\x65\x65\x72\x63\x6c\x35\x56\x37\x61\x47\x47\ -\x62\x51\x46\x6a\x58\x7a\x2b\x4e\x59\x2b\x79\x57\x45\x45\x7a\x4f\ -\x70\x2f\x53\x78\x4a\x42\x77\x4f\x4c\x32\x7a\x6e\x42\x4e\x57\x58\ -\x20\x47\x2f\x34\x48\x38\x4d\x79\x30\x34\x78\x77\x6f\x78\x74\x31\ -\x50\x43\x47\x31\x62\x74\x47\x7a\x5a\x75\x6a\x56\x72\x31\x70\x54\ -\x4a\x2b\x35\x64\x5a\x35\x67\x43\x50\x30\x42\x53\x77\x70\x4e\x32\ -\x51\x45\x4a\x48\x39\x57\x77\x36\x68\x4d\x75\x74\x44\x77\x6f\x4d\ -\x53\x69\x56\x51\x46\x39\x77\x45\x52\x67\x71\x4a\x36\x20\x64\x6c\ -\x2b\x75\x65\x48\x30\x36\x46\x6e\x32\x62\x77\x44\x32\x5a\x4a\x75\ -\x75\x68\x33\x74\x37\x46\x2b\x39\x6e\x52\x68\x53\x74\x55\x62\x4c\ -\x4b\x74\x4e\x5a\x65\x52\x70\x57\x6a\x4c\x46\x37\x6c\x48\x44\x67\ -\x63\x62\x30\x64\x66\x58\x4e\x78\x71\x4a\x52\x46\x37\x63\x47\x64\ -\x43\x66\x6f\x5a\x77\x45\x6e\x43\x79\x56\x20\x30\x64\x73\x55\x65\ -\x52\x4b\x55\x79\x72\x79\x74\x5a\x53\x72\x7a\x48\x38\x55\x71\x37\ -\x4a\x42\x41\x6e\x69\x34\x4d\x61\x6d\x55\x74\x56\x59\x57\x47\x2b\ -\x6c\x4c\x52\x43\x77\x52\x78\x55\x4b\x34\x41\x71\x51\x37\x50\x74\ -\x52\x33\x42\x4d\x49\x73\x6e\x6c\x2b\x73\x33\x4b\x74\x32\x47\x6b\ -\x6b\x56\x59\x44\x69\x77\x52\x20\x35\x52\x4c\x46\x33\x49\x4c\x59\ -\x43\x5a\x51\x54\x55\x66\x4d\x43\x4e\x58\x6f\x65\x71\x71\x39\x70\ -\x75\x4a\x49\x51\x63\x49\x72\x41\x4b\x59\x6f\x68\x35\x58\x52\x76\ -\x41\x65\x30\x44\x79\x51\x49\x62\x51\x62\x65\x71\x53\x46\x6d\x55\ -\x68\x59\x68\x30\x59\x72\x55\x48\x6b\x55\x4e\x41\x46\x37\x58\x65\ -\x44\x71\x44\x49\x20\x75\x2f\x74\x79\x51\x33\x4d\x36\x2f\x4a\x6c\ -\x4a\x36\x43\x54\x33\x39\x49\x4a\x41\x77\x47\x45\x61\x48\x53\x70\ -\x6d\x33\x72\x79\x63\x4f\x2f\x72\x55\x55\x51\x62\x33\x6b\x4d\x33\ -\x72\x68\x34\x35\x4b\x4a\x69\x4e\x2f\x47\x52\x67\x6f\x37\x61\x4b\ -\x4a\x4b\x64\x6e\x59\x2f\x4e\x78\x51\x37\x49\x51\x68\x59\x58\x4d\ -\x71\x20\x33\x6d\x4a\x41\x6f\x4d\x4b\x73\x2b\x2f\x55\x39\x4e\x44\ -\x69\x59\x42\x62\x31\x48\x56\x56\x2f\x57\x6c\x79\x74\x65\x58\x7a\ -\x33\x76\x65\x74\x56\x57\x31\x63\x79\x2b\x76\x6b\x32\x50\x5a\x2f\ -\x4c\x35\x75\x39\x73\x35\x35\x41\x43\x67\x36\x6a\x63\x6c\x37\x6d\ -\x73\x64\x74\x4b\x65\x68\x56\x43\x70\x74\x43\x58\x51\x75\x20\x50\ -\x4b\x33\x42\x35\x66\x6d\x6f\x57\x74\x2b\x66\x61\x71\x6a\x4f\x55\ -\x37\x4f\x6f\x4c\x30\x32\x68\x47\x63\x61\x6f\x53\x63\x59\x69\x4c\ -\x77\x47\x4e\x34\x54\x33\x45\x57\x68\x39\x63\x56\x6a\x70\x46\x37\ -\x63\x2f\x77\x54\x76\x4c\x58\x78\x65\x48\x53\x51\x6c\x53\x75\x42\ -\x6b\x39\x32\x42\x75\x57\x6a\x55\x47\x65\x71\x20\x2f\x79\x52\x62\ -\x47\x4f\x6f\x52\x30\x52\x72\x37\x2f\x6d\x2f\x41\x65\x59\x4a\x2b\ -\x73\x72\x72\x39\x46\x37\x4c\x46\x6f\x59\x4e\x42\x37\x67\x54\x51\ -\x67\x44\x79\x67\x71\x71\x31\x69\x67\x4a\x31\x62\x37\x73\x37\x6d\ -\x53\x36\x2b\x76\x76\x6e\x72\x45\x6e\x31\x7a\x49\x67\x69\x72\x4e\ -\x34\x79\x58\x41\x36\x30\x48\x65\x20\x57\x72\x58\x31\x65\x68\x4f\ -\x71\x72\x2f\x47\x73\x36\x58\x55\x52\x38\x44\x6a\x65\x54\x4f\x45\ -\x34\x68\x49\x38\x50\x46\x45\x6f\x74\x68\x67\x35\x37\x45\x6c\x78\ -\x78\x66\x54\x6d\x53\x4c\x75\x55\x70\x5a\x61\x68\x37\x59\x70\x47\ -\x58\x32\x6d\x31\x62\x63\x34\x4b\x35\x58\x65\x47\x2f\x51\x4b\x34\ -\x31\x72\x6a\x79\x59\x20\x64\x71\x4c\x58\x68\x38\x50\x68\x36\x59\ -\x67\x6d\x7a\x6a\x44\x30\x73\x65\x59\x6c\x42\x70\x6b\x51\x41\x35\ -\x71\x4b\x37\x69\x78\x73\x66\x67\x69\x4a\x36\x4a\x77\x4d\x6f\x56\ -\x77\x4a\x76\x57\x42\x67\x63\x4c\x77\x65\x4a\x63\x70\x53\x68\x4d\ -\x50\x54\x38\x65\x67\x2f\x55\x54\x5a\x55\x6f\x2b\x2b\x77\x77\x6b\ -\x59\x52\x20\x48\x68\x48\x56\x34\x66\x37\x32\x68\x45\x6b\x2f\x30\ -\x34\x4e\x70\x71\x35\x54\x75\x37\x71\x69\x71\x66\x56\x36\x51\x64\ -\x69\x4b\x33\x4b\x33\x77\x47\x31\x47\x4d\x33\x6c\x34\x4d\x50\x71\ -\x61\x64\x47\x30\x52\x62\x57\x6d\x4b\x42\x78\x50\x5a\x36\x61\x4b\ -\x6d\x38\x55\x74\x43\x32\x66\x53\x34\x52\x50\x56\x78\x76\x50\x20\ -\x51\x58\x52\x30\x7a\x52\x72\x4b\x53\x55\x63\x66\x46\x38\x43\x49\ -\x33\x70\x77\x70\x44\x46\x2b\x54\x6a\x6e\x56\x64\x71\x43\x72\x48\ -\x49\x58\x6f\x6e\x6f\x49\x69\x35\x48\x31\x55\x55\x48\x68\x34\x6f\ -\x44\x48\x30\x76\x37\x55\x54\x4f\x38\x52\x74\x35\x43\x57\x77\x31\ -\x78\x6c\x53\x73\x66\x38\x65\x56\x43\x31\x4a\x47\x20\x39\x63\x46\ -\x73\x63\x65\x68\x35\x53\x61\x66\x37\x50\x38\x54\x54\x53\x73\x73\ -\x4a\x50\x46\x6e\x74\x66\x57\x30\x4f\x7a\x47\x4e\x34\x33\x2f\x56\ -\x53\x30\x4b\x75\x4d\x4e\x54\x2b\x30\x68\x6e\x4e\x41\x47\x39\x71\ -\x58\x35\x4e\x50\x5a\x66\x4f\x6c\x39\x55\x33\x31\x4f\x75\x7a\x75\ -\x73\x44\x57\x30\x4f\x2b\x48\x78\x75\x20\x78\x6e\x38\x43\x72\x59\ -\x37\x65\x61\x50\x53\x35\x46\x6e\x36\x43\x34\x4b\x4c\x38\x4e\x2b\ -\x6a\x64\x61\x73\x78\x43\x72\x4a\x34\x6b\x77\x6c\x6b\x4c\x4f\x6f\ -\x49\x75\x38\x4f\x2f\x74\x6a\x6a\x48\x54\x45\x48\x42\x62\x43\x67\ -\x70\x4e\x61\x72\x4e\x54\x4e\x6a\x74\x61\x5a\x55\x35\x6b\x68\x48\ -\x32\x4b\x35\x38\x73\x46\x20\x48\x6b\x46\x6c\x76\x63\x41\x53\x52\ -\x4a\x38\x50\x58\x43\x44\x77\x66\x70\x54\x50\x4b\x39\x4a\x69\x6d\ -\x74\x6b\x49\x47\x62\x65\x43\x47\x6c\x38\x6d\x73\x79\x66\x39\x75\ -\x71\x75\x51\x4b\x5a\x53\x75\x57\x7a\x42\x61\x58\x71\x48\x6f\x68\ -\x34\x45\x6e\x76\x57\x78\x43\x54\x77\x4d\x51\x75\x43\x44\x6c\x64\ -\x50\x38\x64\x20\x36\x41\x4b\x4e\x4a\x70\x33\x75\x36\x30\x44\x65\ -\x41\x43\x43\x71\x4e\x36\x6a\x52\x47\x6b\x32\x6b\x36\x54\x36\x51\ -\x78\x34\x42\x76\x49\x76\x4a\x43\x71\x41\x73\x64\x37\x71\x73\x71\ -\x56\x65\x6b\x57\x30\x31\x62\x4e\x55\x36\x6f\x71\x41\x74\x62\x71\ -\x50\x67\x42\x47\x32\x6a\x38\x6f\x58\x47\x76\x33\x56\x57\x79\x72\ -\x20\x5a\x2b\x54\x59\x2f\x4e\x2f\x30\x78\x4c\x74\x58\x4e\x51\x34\ -\x39\x61\x30\x4d\x67\x45\x62\x30\x79\x55\x78\x68\x61\x43\x56\x34\ -\x2f\x6e\x57\x74\x73\x44\x38\x69\x6e\x76\x61\x30\x43\x52\x77\x72\ -\x69\x47\x63\x32\x71\x5a\x4b\x33\x52\x7a\x7a\x63\x45\x4b\x78\x66\ -\x6b\x34\x6d\x79\x68\x39\x4b\x35\x32\x31\x37\x53\x6e\x20\x6f\x4c\ -\x75\x37\x31\x4a\x4b\x56\x41\x43\x6a\x53\x6c\x6e\x53\x72\x68\x72\ -\x63\x44\x6f\x74\x69\x54\x4d\x6f\x58\x69\x36\x5a\x6c\x43\x36\x66\ -\x4a\x73\x72\x76\x43\x75\x62\x4b\x46\x34\x4a\x4d\x6f\x76\x42\x56\ -\x36\x65\x54\x43\x61\x37\x32\x68\x31\x6a\x70\x71\x48\x77\x5a\x4f\ -\x73\x79\x6e\x66\x41\x37\x6e\x6a\x4a\x67\x20\x53\x62\x31\x65\x4d\ -\x65\x64\x59\x70\x4f\x69\x74\x6d\x58\x7a\x68\x75\x50\x35\x38\x38\ -\x65\x42\x4d\x72\x72\x68\x66\x30\x4e\x56\x6c\x65\x45\x2f\x57\x36\ -\x36\x33\x4b\x43\x39\x76\x74\x72\x4e\x42\x4d\x68\x6b\x52\x56\x6e\ -\x6a\x59\x5a\x56\x69\x50\x57\x62\x74\x6a\x77\x35\x45\x42\x68\x2b\ -\x48\x49\x4e\x56\x67\x35\x45\x20\x39\x49\x4d\x4e\x70\x4d\x2f\x39\ -\x38\x56\x70\x74\x4f\x6f\x44\x46\x41\x6d\x63\x33\x7a\x49\x34\x31\ -\x71\x31\x67\x38\x43\x6e\x78\x50\x34\x47\x56\x6c\x54\x48\x65\x32\ -\x4d\x50\x53\x47\x62\x4c\x37\x30\x32\x7a\x4b\x42\x46\x77\x47\x2f\ -\x71\x57\x35\x54\x72\x55\x66\x5a\x57\x47\x39\x58\x56\x38\x75\x51\ -\x77\x36\x71\x5a\x20\x55\x4e\x4d\x79\x71\x67\x45\x41\x61\x36\x56\ -\x74\x51\x64\x73\x67\x31\x36\x6e\x58\x37\x4f\x77\x4b\x2b\x71\x6e\ -\x78\x4e\x66\x6f\x63\x61\x7a\x31\x46\x41\x68\x45\x57\x72\x34\x68\ -\x45\x6c\x67\x5a\x30\x59\x73\x61\x76\x6e\x69\x6b\x72\x75\x64\x78\ -\x49\x52\x71\x6f\x7a\x32\x6b\x4a\x5a\x56\x62\x54\x61\x5a\x38\x6e\ -\x6e\x20\x47\x4e\x64\x45\x79\x34\x75\x61\x46\x32\x59\x4c\x70\x53\ -\x2b\x33\x75\x35\x34\x39\x43\x56\x57\x4f\x5a\x4b\x74\x2f\x6e\x32\ -\x69\x6e\x7a\x2b\x5a\x31\x57\x43\x45\x47\x33\x4f\x74\x6a\x49\x75\ -\x49\x61\x30\x61\x38\x44\x68\x6b\x70\x6c\x6a\x74\x74\x7a\x57\x74\ -\x4e\x76\x61\x52\x6f\x53\x54\x69\x4e\x67\x36\x61\x36\x79\x20\x39\ -\x57\x37\x35\x45\x74\x61\x56\x53\x68\x73\x56\x76\x55\x72\x68\x75\ -\x43\x58\x68\x38\x46\x53\x53\x7a\x53\x30\x5a\x6c\x6d\x4b\x66\x64\ -\x68\x6c\x57\x49\x77\x59\x47\x4e\x67\x78\x6e\x38\x38\x4e\x58\x44\ -\x42\x52\x4b\x42\x79\x49\x63\x44\x33\x77\x4e\x35\x48\x36\x38\x32\ -\x5a\x66\x61\x30\x32\x73\x4c\x4d\x41\x6a\x79\x20\x56\x30\x52\x2b\ -\x4c\x4d\x6f\x6c\x78\x73\x6f\x78\x43\x78\x59\x74\x44\x6d\x63\x4c\ -\x51\x2b\x64\x6c\x43\x6b\x4d\x2f\x62\x57\x52\x41\x46\x77\x71\x46\ -\x72\x51\x73\x57\x4c\x58\x34\x4a\x38\x49\x33\x78\x4d\x38\x6d\x68\ -\x62\x6c\x41\x79\x41\x71\x63\x31\x6e\x74\x2b\x30\x4f\x50\x57\x30\ -\x38\x6b\x70\x71\x53\x43\x61\x58\x20\x64\x58\x6c\x30\x44\x4b\x42\ -\x57\x4d\x78\x4f\x39\x50\x46\x4d\x59\x66\x6a\x65\x69\x2f\x77\x2f\ -\x71\x6d\x62\x30\x42\x55\x44\x69\x34\x62\x43\x69\x70\x79\x4c\x55\ -\x41\x56\x75\x56\x35\x79\x56\x6a\x6b\x70\x56\x4c\x4e\x4a\x4a\x4b\ -\x78\x37\x68\x63\x71\x6e\x70\x36\x39\x45\x76\x67\x6a\x79\x6e\x73\ -\x62\x54\x6d\x65\x42\x20\x62\x30\x6a\x48\x74\x6b\x4f\x65\x6a\x72\ -\x5a\x66\x2b\x44\x41\x75\x56\x55\x33\x62\x33\x37\x59\x6f\x6a\x31\ -\x4b\x74\x57\x61\x64\x69\x6b\x5a\x50\x54\x73\x65\x69\x6d\x48\x73\ -\x66\x70\x42\x62\x44\x56\x32\x56\x70\x6a\x37\x42\x79\x72\x4e\x76\ -\x67\x6d\x46\x42\x4f\x47\x68\x4e\x4f\x67\x33\x38\x73\x75\x30\x68\ -\x4c\x53\x20\x4a\x30\x44\x4f\x53\x63\x65\x69\x35\x77\x44\x58\x49\ -\x4a\x4a\x54\x37\x46\x6f\x72\x6f\x65\x38\x48\x62\x4f\x58\x54\x6d\ -\x7a\x59\x4d\x72\x57\x59\x69\x38\x37\x30\x5a\x4c\x56\x2b\x59\x45\ -\x58\x6c\x61\x42\x36\x77\x47\x61\x44\x59\x2f\x64\x44\x76\x6a\x52\ -\x66\x43\x70\x55\x5a\x71\x63\x64\x31\x4f\x6c\x67\x72\x77\x78\x20\ -\x46\x65\x33\x36\x48\x53\x4b\x66\x78\x57\x50\x4f\x37\x77\x4d\x38\ -\x41\x30\x42\x56\x33\x70\x78\x30\x75\x70\x59\x72\x32\x67\x75\x67\ -\x74\x63\x39\x65\x41\x76\x76\x56\x48\x70\x71\x70\x31\x50\x49\x77\ -\x59\x35\x70\x41\x51\x4f\x43\x4e\x56\x49\x4c\x76\x59\x76\x77\x37\ -\x55\x6b\x47\x75\x79\x4f\x53\x48\x72\x67\x44\x49\x20\x35\x6f\x63\ -\x2f\x6d\x34\x35\x45\x72\x73\x66\x59\x69\x30\x42\x65\x4e\x57\x36\ -\x4d\x71\x69\x45\x38\x46\x78\x30\x45\x7a\x6b\x62\x31\x37\x4e\x6f\ -\x31\x69\x76\x4b\x62\x38\x51\x64\x30\x76\x64\x58\x49\x42\x57\x34\ -\x4d\x47\x50\x31\x77\x58\x32\x35\x34\x6a\x35\x30\x4a\x33\x42\x46\ -\x49\x30\x31\x43\x71\x42\x59\x62\x2f\x20\x78\x50\x4b\x4c\x64\x4e\ -\x78\x35\x74\x36\x68\x39\x53\x4f\x45\x41\x56\x33\x56\x70\x4d\x68\ -\x70\x64\x71\x76\x42\x70\x67\x63\x33\x7a\x74\x35\x5a\x33\x75\x56\ -\x43\x41\x4e\x6b\x30\x45\x54\x68\x6d\x77\x46\x4c\x30\x30\x45\x51\ -\x6b\x66\x43\x76\x7a\x4b\x4e\x5a\x56\x66\x46\x77\x71\x50\x7a\x42\ -\x46\x4a\x51\x2b\x59\x44\x20\x39\x31\x4e\x72\x4d\x31\x41\x39\x46\ -\x54\x57\x46\x77\x63\x4c\x67\x55\x44\x6f\x57\x52\x54\x41\x48\x30\ -\x7a\x35\x67\x74\x55\x42\x31\x6c\x77\x31\x76\x6e\x78\x62\x49\x46\ -\x6f\x64\x2f\x37\x44\x6a\x4f\x4c\x30\x4c\x59\x63\x30\x54\x30\x6f\ -\x6f\x62\x68\x35\x57\x47\x43\x6a\x50\x66\x39\x71\x58\x77\x32\x36\ -\x58\x52\x66\x20\x57\x47\x32\x74\x51\x6b\x51\x76\x70\x42\x79\x34\ -\x73\x43\x48\x66\x71\x6b\x39\x56\x4b\x39\x77\x68\x77\x6e\x73\x79\ -\x2b\x64\x4b\x45\x34\x46\x6f\x31\x48\x37\x67\x4d\x65\x45\x38\x36\ -\x31\x6e\x55\x45\x56\x6f\x35\x56\x49\x34\x65\x68\x2b\x6b\x79\x51\ -\x67\x79\x65\x68\x56\x46\x52\x51\x48\x67\x61\x39\x44\x2f\x6a\x56\ -\x20\x47\x49\x46\x66\x37\x69\x6a\x4a\x39\x4f\x6b\x4f\x6c\x2b\x41\ -\x39\x51\x53\x71\x33\x71\x2b\x71\x56\x69\x72\x67\x41\x41\x5a\x48\ -\x39\x56\x57\x77\x61\x5a\x48\x2f\x51\x38\x39\x5a\x75\x32\x4e\x42\ -\x53\x55\x35\x6f\x4e\x52\x4b\x50\x52\x4a\x55\x47\x74\x76\x45\x54\ -\x51\x59\x31\x73\x6d\x2f\x57\x43\x2f\x78\x74\x66\x54\x20\x61\x58\ -\x42\x63\x67\x47\x64\x78\x66\x6b\x62\x41\x42\x6a\x55\x52\x36\x62\ -\x6f\x58\x30\x56\x2b\x44\x2f\x76\x64\x67\x63\x66\x31\x64\x7a\x4a\ -\x34\x32\x65\x67\x69\x52\x36\x37\x42\x36\x51\x62\x56\x79\x73\x71\ -\x2b\x49\x66\x57\x4d\x71\x46\x71\x30\x47\x73\x4f\x30\x66\x33\x67\ -\x6e\x61\x51\x74\x76\x59\x69\x2b\x31\x44\x20\x64\x62\x6a\x34\x54\ -\x65\x43\x62\x53\x53\x66\x38\x62\x43\x50\x6d\x33\x31\x55\x35\x6f\ -\x53\x6d\x49\x64\x41\x71\x54\x61\x34\x73\x72\x30\x6d\x39\x45\x66\ -\x2b\x64\x61\x38\x35\x33\x42\x59\x76\x45\x76\x6b\x32\x31\x58\x32\ -\x7a\x79\x54\x48\x2f\x34\x62\x48\x6a\x57\x69\x42\x75\x6e\x74\x36\ -\x6c\x70\x61\x37\x70\x53\x6c\x20\x51\x57\x57\x42\x57\x35\x47\x6e\ -\x4e\x4f\x53\x4f\x37\x72\x50\x50\x30\x75\x4b\x65\x54\x67\x79\x65\ -\x4b\x78\x69\x74\x48\x4b\x4f\x51\x41\x74\x61\x42\x50\x49\x48\x71\ -\x59\x79\x35\x73\x4e\x6c\x5a\x75\x4e\x67\x48\x33\x30\x43\x71\x78\ -\x64\x4e\x5a\x51\x44\x56\x4a\x6e\x4b\x48\x4b\x57\x61\x4f\x56\x45\ -\x49\x44\x52\x4a\x20\x6f\x58\x4e\x79\x57\x6f\x4e\x4f\x7a\x66\x59\ -\x56\x30\x47\x65\x68\x50\x41\x76\x6b\x76\x56\x56\x76\x74\x4e\x2b\ -\x67\x2b\x6d\x73\x33\x30\x50\x48\x72\x47\x62\x5a\x56\x57\x6c\x41\ -\x39\x6f\x36\x44\x45\x45\x58\x70\x42\x35\x67\x6b\x63\x42\x34\x78\ -\x30\x57\x50\x6e\x5a\x44\x4a\x35\x72\x4c\x33\x59\x41\x41\x34\x57\ -\x52\x20\x76\x77\x4a\x2f\x42\x55\x67\x35\x6b\x54\x76\x78\x4c\x4e\ -\x66\x41\x73\x31\x32\x62\x70\x37\x43\x6b\x49\x58\x42\x74\x45\x35\ -\x48\x58\x6c\x51\x6e\x63\x6c\x73\x2f\x76\x64\x4e\x2b\x48\x56\x68\ -\x76\x69\x6d\x77\x51\x64\x39\x38\x79\x57\x71\x31\x32\x42\x4b\x6f\ -\x2b\x78\x50\x5a\x64\x78\x68\x68\x47\x4a\x52\x4a\x59\x47\x20\x31\ -\x54\x30\x44\x6f\x52\x61\x6b\x67\x6a\x35\x2b\x68\x4d\x32\x59\x6b\ -\x45\x6b\x33\x5a\x56\x6a\x79\x2b\x48\x5a\x32\x4b\x43\x77\x42\x7a\ -\x6b\x58\x6b\x33\x49\x41\x74\x75\x34\x6c\x49\x2b\x43\x35\x52\x66\ -\x71\x46\x69\x66\x7a\x4e\x59\x32\x6e\x41\x76\x4f\x39\x6a\x75\x73\ -\x47\x72\x56\x71\x74\x44\x6d\x39\x63\x4f\x67\x20\x2b\x68\x6a\x6f\ -\x65\x6b\x52\x4f\x46\x66\x69\x35\x69\x50\x73\x65\x56\x77\x4d\x76\ -\x43\x6d\x42\x75\x2b\x6d\x63\x78\x76\x7a\x66\x56\x33\x30\x31\x51\ -\x62\x65\x55\x35\x73\x76\x72\x79\x30\x63\x43\x38\x68\x53\x2f\x75\ -\x36\x2b\x73\x62\x54\x55\x57\x37\x7a\x30\x50\x34\x44\x6f\x43\x6f\ -\x33\x70\x51\x70\x44\x50\x31\x67\x20\x46\x31\x37\x6d\x58\x6b\x77\ -\x54\x50\x54\x33\x68\x35\x59\x79\x46\x4c\x70\x32\x33\x62\x66\x54\ -\x79\x6e\x52\x30\x57\x39\x6e\x5a\x31\x4c\x52\x73\x54\x50\x55\x4f\ -\x45\x6c\x34\x4f\x37\x47\x70\x6e\x57\x71\x47\x35\x53\x54\x4e\x67\ -\x35\x49\x4a\x58\x58\x57\x77\x4b\x6e\x57\x75\x57\x55\x61\x69\x61\ -\x7a\x50\x51\x58\x33\x20\x41\x50\x42\x63\x46\x5a\x34\x4c\x35\x75\ -\x4f\x4a\x79\x50\x49\x43\x79\x47\x38\x45\x2f\x65\x56\x54\x5a\x62\ -\x31\x35\x77\x33\x61\x38\x38\x63\x32\x62\x4e\x39\x66\x54\x77\x4b\ -\x41\x45\x58\x2b\x6c\x61\x75\x79\x4a\x57\x4b\x4e\x78\x38\x71\x7a\ -\x63\x62\x4d\x6a\x66\x36\x34\x6e\x73\x78\x62\x51\x54\x56\x66\x52\ -\x6e\x6a\x20\x42\x66\x51\x66\x31\x79\x33\x73\x52\x56\x35\x52\x65\ -\x32\x5a\x5a\x49\x39\x2f\x61\x4a\x52\x65\x33\x46\x39\x4e\x47\x4b\ -\x72\x55\x38\x4c\x4a\x58\x51\x5a\x54\x72\x47\x6d\x30\x41\x58\x62\ -\x4e\x31\x33\x33\x34\x2b\x79\x59\x66\x74\x4e\x77\x33\x76\x43\x34\ -\x65\x56\x75\x55\x4d\x39\x55\x6c\x62\x50\x4b\x36\x47\x72\x78\x20\ -\x4e\x59\x4b\x5a\x45\x68\x75\x42\x47\x77\x30\x36\x49\x51\x75\x63\ -\x45\x4c\x41\x79\x78\x59\x33\x72\x67\x48\x58\x41\x35\x38\x50\x68\ -\x38\x4d\x4c\x35\x41\x55\x35\x53\x4f\x42\x58\x30\x52\x58\x37\x36\ -\x79\x75\x30\x68\x44\x76\x41\x47\x52\x64\x36\x77\x49\x43\x52\x6a\ -\x79\x55\x6a\x34\x4e\x6f\x52\x66\x56\x38\x54\x2b\x20\x64\x36\x47\ -\x77\x6f\x61\x30\x74\x64\x69\x61\x54\x65\x53\x49\x64\x69\x7a\x34\ -\x6c\x79\x4d\x48\x72\x63\x72\x6c\x72\x67\x45\x78\x2f\x75\x78\x33\ -\x38\x38\x52\x68\x4e\x58\x43\x7a\x64\x79\x65\x69\x2b\x46\x35\x4e\ -\x41\x39\x4d\x57\x31\x58\x46\x72\x52\x36\x38\x41\x54\x43\x39\x51\ -\x78\x50\x62\x6d\x36\x63\x47\x53\x67\x20\x4d\x48\x54\x7a\x4c\x72\ -\x75\x2b\x70\x7a\x39\x61\x5a\x77\x53\x6c\x74\x63\x32\x6c\x45\x63\ -\x6c\x6b\x73\x71\x76\x44\x32\x67\x55\x41\x46\x64\x63\x4e\x49\x76\ -\x70\x61\x4b\x6e\x49\x78\x48\x6f\x31\x67\x6f\x38\x4c\x48\x73\x70\ -\x6c\x4d\x32\x32\x4e\x4d\x4f\x4e\x36\x79\x5a\x56\x31\x30\x79\x42\ -\x6d\x71\x63\x6c\x59\x46\x20\x6a\x6b\x64\x6c\x52\x34\x4c\x55\x42\ -\x68\x46\x75\x74\x4d\x72\x31\x75\x64\x4c\x49\x48\x2f\x43\x70\x6a\ -\x30\x2f\x36\x41\x36\x34\x32\x46\x76\x2b\x73\x2b\x6b\x63\x69\x73\ -\x75\x78\x5a\x6f\x75\x59\x55\x46\x55\x37\x48\x49\x2b\x4a\x74\x7a\ -\x77\x56\x31\x4b\x4c\x77\x41\x35\x51\x55\x42\x4e\x5a\x39\x4c\x64\ -\x69\x39\x37\x20\x30\x63\x44\x51\x68\x74\x2f\x34\x62\x62\x68\x71\ -\x31\x61\x72\x51\x35\x6b\x63\x32\x58\x49\x4c\x72\x50\x71\x4c\x77\ -\x33\x48\x54\x63\x65\x54\x65\x41\x71\x49\x5a\x55\x71\x30\x56\x7a\ -\x6b\x55\x34\x55\x79\x52\x53\x4b\x62\x35\x2f\x38\x6c\x4c\x4b\x74\ -\x65\x55\x51\x71\x30\x4c\x5a\x64\x59\x53\x2b\x32\x48\x37\x32\x39\ -\x20\x69\x2f\x64\x7a\x74\x38\x6e\x78\x56\x57\x47\x46\x6f\x59\x46\ -\x43\x6c\x59\x67\x34\x32\x6e\x6b\x73\x55\x6d\x32\x5a\x45\x58\x37\ -\x48\x30\x38\x53\x34\x64\x6a\x65\x45\x34\x47\x66\x58\x5a\x39\x74\ -\x33\x46\x35\x68\x4b\x2b\x52\x73\x56\x34\x56\x54\x76\x52\x66\x55\ -\x77\x77\x6b\x4f\x43\x66\x4d\x34\x31\x77\x65\x39\x4d\x20\x4a\x74\ -\x76\x55\x69\x47\x58\x4c\x6c\x75\x32\x7a\x49\x42\x52\x34\x4e\x61\ -\x6f\x76\x56\x2b\x46\x35\x36\x41\x35\x6c\x55\x69\x4f\x71\x63\x71\ -\x4d\x59\x76\x58\x36\x77\x4f\x48\x49\x62\x55\x39\x77\x6e\x30\x38\ -\x34\x34\x42\x6b\x73\x62\x2f\x67\x37\x38\x48\x66\x68\x45\x4e\x42\ -\x70\x64\x45\x72\x54\x6c\x55\x78\x41\x35\x20\x44\x54\x69\x5a\x56\ -\x6c\x6d\x51\x74\x6c\x44\x45\x74\x37\x45\x79\x6e\x59\x36\x75\x65\ -\x47\x7a\x54\x68\x75\x39\x69\x35\x4b\x76\x65\x5a\x65\x73\x71\x6c\ -\x46\x58\x65\x50\x6a\x42\x42\x2b\x6b\x5a\x34\x44\x47\x67\x54\x73\ -\x4c\x54\x31\x43\x39\x4f\x64\x4e\x7a\x62\x59\x69\x34\x6d\x77\x57\ -\x2b\x63\x66\x69\x58\x67\x45\x20\x51\x30\x58\x2f\x51\x6c\x56\x58\ -\x53\x38\x55\x63\x33\x2f\x44\x41\x2b\x4a\x39\x64\x64\x48\x6c\x50\ -\x65\x30\x53\x6a\x30\x63\x56\x2b\x63\x6a\x30\x71\x37\x62\x73\x36\ -\x56\x50\x69\x44\x43\x41\x74\x51\x32\x51\x39\x30\x43\x5a\x42\x45\ -\x70\x55\x50\x52\x51\x44\x41\x59\x6e\x46\x62\x74\x65\x55\x48\x49\ -\x76\x42\x4c\x30\x20\x50\x39\x75\x70\x52\x45\x36\x43\x59\x64\x41\ -\x62\x78\x4a\x69\x66\x44\x42\x53\x47\x74\x38\x75\x46\x66\x59\x65\ -\x47\x53\x46\x56\x75\x79\x2f\x65\x72\x66\x34\x46\x59\x64\x2f\x66\ -\x52\x59\x75\x79\x4c\x6a\x48\x4b\x61\x30\x74\x34\x58\x72\x59\x71\ -\x57\x32\x6c\x68\x76\x4b\x76\x46\x36\x56\x66\x32\x63\x77\x73\x58\ -\x69\x20\x6b\x6c\x66\x59\x42\x6e\x6f\x37\x56\x74\x34\x59\x44\x41\ -\x51\x71\x41\x47\x35\x6f\x39\x4d\x6c\x79\x75\x62\x4d\x4d\x73\x4f\ -\x2b\x2b\x2b\x7a\x34\x31\x6d\x54\x77\x79\x41\x4d\x72\x36\x35\x67\ -\x39\x53\x31\x55\x2f\x6a\x66\x53\x39\x32\x42\x69\x72\x75\x34\x65\ -\x4d\x4b\x4d\x76\x4c\x58\x38\x54\x58\x32\x32\x4e\x72\x79\x20\x69\ -\x67\x54\x33\x54\x48\x47\x38\x50\x51\x41\x69\x59\x34\x75\x62\x6c\ -\x4b\x55\x42\x43\x4b\x68\x70\x4f\x35\x7a\x4c\x35\x6f\x75\x66\x42\ -\x54\x35\x62\x66\x57\x6e\x53\x73\x63\x6a\x35\x77\x45\x65\x42\x71\ -\x2b\x33\x6f\x31\x76\x65\x6c\x34\x38\x36\x6e\x4d\x37\x6e\x43\x46\ -\x39\x73\x64\x51\x39\x47\x6f\x54\x44\x39\x61\x20\x6c\x59\x41\x62\ -\x6a\x4a\x71\x66\x5a\x49\x65\x47\x2f\x6b\x53\x54\x59\x4f\x52\x30\ -\x4d\x52\x4d\x31\x48\x54\x63\x2f\x4e\x50\x52\x48\x50\x49\x57\x41\ -\x39\x2f\x5a\x45\x49\x6a\x46\x58\x4b\x71\x65\x71\x79\x71\x6e\x41\ -\x69\x62\x53\x30\x61\x34\x43\x59\x69\x57\x53\x77\x33\x6d\x54\x79\ -\x4f\x59\x72\x39\x4d\x71\x70\x6e\x20\x57\x38\x45\x61\x39\x45\x79\ -\x55\x41\x69\x4a\x4c\x4d\x73\x58\x69\x75\x68\x32\x36\x4b\x76\x47\ -\x5a\x34\x78\x5a\x74\x36\x39\x65\x32\x46\x39\x73\x50\x55\x51\x36\ -\x76\x45\x55\x4c\x46\x55\x32\x6d\x6f\x77\x68\x78\x63\x7a\x62\x41\ -\x65\x6d\x51\x45\x61\x77\x31\x35\x4d\x67\x71\x43\x61\x4a\x62\x37\ -\x70\x6b\x48\x47\x6e\x20\x58\x58\x38\x43\x62\x43\x5a\x66\x75\x6e\ -\x62\x6c\x73\x6d\x55\x2f\x33\x74\x6f\x5a\x75\x67\x53\x52\x53\x31\ -\x47\x39\x48\x47\x67\x62\x73\x46\x43\x4a\x74\x49\x39\x58\x57\x68\ -\x43\x52\x47\x36\x7a\x61\x6e\x2b\x52\x4b\x47\x2b\x35\x67\x42\x34\ -\x4e\x55\x49\x32\x61\x38\x43\x4e\x31\x66\x4b\x75\x57\x42\x72\x77\ -\x42\x66\x20\x53\x53\x61\x54\x38\x33\x52\x73\x36\x77\x68\x4e\x62\ -\x46\x56\x74\x43\x6d\x4a\x39\x41\x77\x4e\x33\x39\x76\x62\x47\x6a\ -\x37\x42\x57\x6a\x62\x6a\x6d\x44\x67\x33\x59\x77\x38\x58\x6c\x41\ -\x78\x59\x4f\x36\x34\x6b\x35\x56\x31\x6e\x31\x31\x33\x55\x53\x35\ -\x4d\x75\x5a\x51\x73\x48\x50\x54\x42\x4b\x51\x51\x69\x75\x72\x20\ -\x51\x73\x4b\x2b\x6d\x2b\x37\x46\x44\x6b\x4e\x6c\x33\x45\x35\x38\ -\x79\x35\x68\x64\x41\x39\x55\x2b\x77\x55\x71\x31\x50\x55\x5a\x35\ -\x63\x42\x64\x64\x32\x76\x38\x4a\x71\x4e\x58\x75\x5a\x70\x56\x67\ -\x41\x46\x50\x78\x48\x4e\x4f\x33\x42\x31\x55\x4b\x77\x30\x63\x53\ -\x69\x63\x54\x58\x67\x37\x62\x79\x2b\x71\x6d\x32\x20\x4e\x30\x4b\ -\x33\x54\x37\x42\x38\x42\x4f\x55\x37\x69\x50\x35\x6b\x73\x4c\x54\ -\x2b\x4c\x38\x79\x77\x6b\x75\x75\x73\x7a\x70\x6f\x4e\x44\x41\x78\ -\x73\x71\x35\x4a\x4c\x4a\x77\x51\x73\x55\x62\x4e\x66\x38\x37\x5a\ -\x39\x66\x62\x6c\x2f\x70\x4a\x50\x78\x42\x78\x44\x35\x52\x53\x5a\ -\x54\x65\x44\x67\x56\x64\x34\x5a\x46\x20\x64\x59\x6d\x69\x62\x2f\ -\x58\x35\x50\x6a\x77\x59\x2f\x54\x6e\x34\x75\x74\x2b\x69\x61\x68\ -\x2b\x57\x31\x68\x33\x33\x54\x79\x61\x54\x38\x36\x5a\x54\x55\x4e\ -\x79\x4c\x36\x61\x4c\x75\x34\x76\x4e\x45\x54\x51\x45\x32\x4d\x42\ -\x62\x71\x73\x54\x58\x5a\x5a\x4a\x6c\x61\x39\x58\x49\x76\x64\x67\ -\x4b\x47\x74\x45\x39\x49\x20\x47\x4e\x30\x5a\x4a\x2f\x44\x42\x77\ -\x63\x45\x68\x76\x4f\x46\x68\x57\x36\x69\x50\x32\x61\x30\x49\x4e\ -\x77\x79\x55\x52\x69\x37\x5a\x30\x58\x4e\x50\x68\x62\x6d\x59\x35\ -\x74\x2b\x45\x31\x77\x4a\x51\x68\x2f\x72\x37\x48\x79\x72\x6f\x56\ -\x52\x6a\x37\x5a\x77\x43\x78\x31\x6b\x55\x45\x68\x4e\x4f\x44\x56\ -\x76\x37\x75\x20\x47\x72\x64\x4c\x4e\x58\x41\x4c\x36\x43\x43\x68\ -\x7a\x75\x64\x6c\x70\x70\x68\x79\x46\x55\x4f\x66\x58\x32\x79\x33\ -\x32\x37\x61\x6c\x32\x63\x76\x6c\x6d\x6b\x6c\x30\x41\x79\x68\x53\ -\x2f\x34\x48\x59\x68\x6b\x6b\x59\x51\x66\x63\x53\x66\x47\x63\x54\ -\x4f\x76\x47\x33\x56\x63\x57\x73\x4f\x37\x56\x58\x30\x52\x4b\x77\ -\x20\x46\x46\x70\x63\x66\x47\x59\x53\x55\x38\x72\x4c\x7a\x41\x42\ -\x61\x4e\x4f\x47\x6c\x32\x6e\x48\x66\x6a\x4d\x78\x41\x2f\x69\x75\ -\x5a\x54\x48\x57\x49\x4a\x35\x37\x74\x6b\x72\x48\x79\x35\x4c\x70\ -\x43\x6f\x64\x69\x66\x47\x31\x6f\x6a\x36\x4e\x2b\x42\x51\x79\x69\ -\x50\x2f\x6b\x38\x6b\x45\x6d\x6d\x70\x6a\x54\x57\x69\x20\x51\x73\ -\x69\x33\x39\x6d\x57\x4d\x50\x72\x33\x73\x79\x6e\x63\x39\x4f\x71\ -\x41\x70\x4d\x4a\x6c\x78\x59\x31\x59\x56\x38\x58\x57\x63\x32\x49\ -\x73\x5a\x67\x6b\x70\x72\x77\x4a\x4c\x5a\x44\x31\x69\x72\x56\x68\ -\x45\x43\x57\x6b\x6f\x73\x67\x75\x7a\x5a\x41\x55\x74\x38\x62\x4d\ -\x4b\x30\x2b\x6c\x52\x75\x42\x31\x57\x35\x20\x41\x30\x42\x46\x6b\ -\x7a\x32\x78\x32\x44\x50\x53\x38\x65\x68\x70\x43\x6b\x65\x67\x2b\ -\x6d\x48\x67\x6b\x48\x6c\x47\x66\x72\x35\x79\x35\x63\x70\x4a\x4e\ -\x63\x75\x72\x4d\x35\x6d\x50\x2b\x6c\x78\x52\x71\x2f\x2f\x64\x58\ -\x73\x77\x45\x36\x6f\x4a\x78\x49\x75\x50\x53\x4a\x71\x4c\x2f\x5a\ -\x79\x52\x39\x64\x67\x33\x45\x20\x4e\x38\x4f\x61\x31\x61\x41\x42\ -\x38\x45\x69\x78\x4b\x34\x6f\x50\x46\x33\x4d\x79\x55\x34\x79\x5a\ -\x77\x71\x77\x50\x43\x52\x58\x4a\x2b\x64\x54\x64\x70\x75\x52\x44\ -\x56\x55\x51\x32\x68\x6c\x41\x38\x63\x58\x78\x62\x4f\x38\x51\x49\ -\x48\x66\x4f\x2b\x51\x48\x6e\x62\x4f\x6b\x53\x2b\x76\x2b\x33\x78\ -\x52\x7a\x38\x45\x20\x54\x4b\x72\x4c\x72\x63\x6f\x36\x6b\x62\x72\ -\x61\x5a\x50\x56\x36\x39\x6d\x5a\x59\x73\x77\x50\x78\x66\x66\x68\ -\x5a\x37\x4c\x53\x4d\x4d\x50\x5a\x69\x68\x79\x44\x67\x47\x37\x44\ -\x61\x31\x67\x31\x54\x73\x63\x68\x62\x42\x48\x6b\x33\x38\x43\x6a\ -\x43\x52\x6c\x58\x79\x49\x6a\x4b\x41\x32\x6b\x45\x78\x4d\x75\x43\ -\x4b\x20\x6d\x30\x6b\x4f\x44\x42\x64\x75\x39\x62\x4e\x69\x72\x69\ -\x46\x49\x30\x6d\x2f\x4f\x7a\x78\x56\x33\x56\x6f\x50\x6c\x58\x4e\ -\x53\x77\x42\x6e\x79\x57\x4c\x56\x2b\x31\x69\x6c\x42\x56\x33\x74\ -\x55\x58\x79\x35\x63\x76\x33\x37\x42\x35\x2f\x62\x43\x72\x38\x45\ -\x63\x52\x2b\x59\x32\x67\x51\x31\x54\x30\x44\x2f\x33\x35\x20\x7a\ -\x47\x50\x41\x44\x39\x4a\x78\x4a\x36\x45\x56\x65\x31\x32\x37\x45\ -\x34\x76\x51\x42\x78\x4d\x44\x46\x73\x69\x6b\x73\x69\x64\x37\x73\ -\x55\x4e\x34\x43\x6c\x69\x49\x61\x76\x31\x65\x30\x67\x6c\x5a\x6c\ -\x65\x79\x41\x31\x64\x68\x65\x54\x41\x66\x70\x53\x43\x54\x6d\x34\ -\x72\x62\x32\x2b\x31\x70\x74\x57\x36\x4d\x56\x20\x4a\x49\x30\x6e\ -\x77\x74\x69\x4e\x45\x68\x54\x41\x73\x38\x51\x54\x31\x49\x49\x68\ -\x51\x43\x34\x57\x4f\x35\x4a\x38\x2f\x75\x35\x4a\x44\x36\x49\x6b\ -\x2f\x5a\x62\x4f\x6d\x37\x63\x6f\x33\x79\x4b\x69\x4d\x59\x4f\x59\ -\x2f\x59\x41\x6c\x44\x50\x67\x55\x76\x34\x4f\x62\x68\x69\x4a\x70\ -\x4b\x45\x33\x36\x4a\x46\x69\x7a\x20\x5a\x6b\x30\x35\x48\x59\x2f\ -\x65\x6a\x74\x58\x76\x5a\x2f\x4c\x46\x62\x7a\x61\x76\x7a\x2b\x51\ -\x4b\x56\x30\x37\x6a\x33\x41\x2b\x32\x6e\x6c\x74\x37\x48\x4d\x65\ -\x5a\x33\x79\x67\x44\x76\x42\x63\x37\x44\x6f\x46\x48\x46\x52\x59\ -\x69\x34\x2f\x55\x4d\x55\x64\x32\x73\x74\x52\x6c\x61\x6c\x52\x5a\ -\x74\x2f\x62\x32\x59\x20\x47\x56\x6a\x63\x5a\x72\x4e\x62\x41\x45\ -\x53\x43\x55\x30\x77\x71\x61\x52\x64\x49\x50\x70\x4d\x76\x4a\x75\ -\x4c\x78\x2b\x41\x46\x42\x74\x58\x39\x43\x64\x45\x53\x73\x33\x4b\ -\x68\x47\x7a\x30\x41\x35\x51\x59\x4f\x6a\x62\x54\x4d\x6c\x71\x7a\ -\x62\x75\x51\x78\x70\x64\x58\x32\x39\x38\x6e\x79\x58\x4d\x65\x67\ -\x31\x4c\x20\x58\x64\x38\x4d\x43\x31\x66\x63\x41\x36\x66\x61\x4e\ -\x35\x4d\x72\x6e\x70\x67\x74\x6c\x46\x71\x43\x31\x58\x62\x67\x44\ -\x70\x39\x6c\x41\x61\x6c\x55\x6e\x72\x45\x54\x78\x39\x79\x4c\x42\ -\x75\x6a\x34\x34\x33\x52\x78\x4d\x70\x6d\x63\x42\x2b\x43\x71\x71\ -\x58\x4f\x41\x47\x75\x74\x5a\x65\x7a\x48\x54\x45\x4c\x2b\x41\x20\ -\x56\x52\x34\x6f\x6c\x66\x72\x61\x37\x61\x56\x49\x52\x4d\x56\x72\ -\x45\x38\x6e\x6c\x63\x70\x74\x42\x75\x30\x52\x6c\x54\x58\x2b\x68\ -\x63\x42\x58\x4b\x50\x34\x46\x74\x32\x65\x7a\x36\x71\x63\x54\x46\ -\x57\x6f\x61\x69\x49\x72\x4e\x76\x56\x44\x7a\x72\x41\x61\x74\x69\ -\x54\x42\x59\x66\x68\x71\x75\x42\x4b\x51\x50\x57\x20\x7a\x6d\x4c\ -\x4c\x6d\x50\x56\x56\x52\x44\x55\x42\x65\x39\x78\x73\x6e\x2f\x76\ -\x2f\x43\x73\x52\x7a\x65\x41\x62\x41\x6c\x4d\x74\x78\x67\x48\x6c\ -\x6a\x59\x77\x39\x54\x2f\x38\x34\x62\x70\x4a\x50\x33\x59\x6f\x61\ -\x68\x66\x67\x48\x72\x51\x64\x72\x56\x6e\x67\x42\x70\x6f\x4a\x32\ -\x6b\x49\x35\x45\x34\x73\x46\x69\x46\x20\x32\x69\x78\x76\x45\x6d\ -\x67\x62\x38\x47\x71\x37\x74\x6c\x7a\x4e\x4c\x4d\x38\x51\x77\x68\ -\x77\x4d\x43\x55\x75\x6c\x30\x70\x5a\x45\x4a\x4a\x77\x46\x65\x68\ -\x71\x58\x71\x33\x71\x47\x42\x62\x4f\x4a\x44\x52\x73\x32\x50\x4a\ -\x6d\x49\x68\x4f\x2f\x48\x73\x37\x71\x71\x51\x31\x53\x4f\x5a\x37\ -\x79\x50\x61\x69\x2f\x61\x20\x49\x4a\x56\x61\x48\x6a\x59\x56\x57\ -\x59\x61\x59\x63\x64\x73\x6f\x74\x61\x4e\x62\x33\x55\x43\x6d\x56\ -\x43\x70\x74\x41\x56\x31\x58\x36\x78\x6c\x55\x33\x4d\x4f\x41\x64\ -\x51\x39\x74\x33\x50\x68\x45\x79\x75\x6e\x75\x41\x31\x59\x41\x2f\ -\x37\x4a\x79\x35\x63\x71\x4f\x6d\x6e\x52\x78\x4d\x74\x6d\x56\x78\ -\x44\x58\x50\x20\x46\x75\x55\x49\x31\x4b\x35\x41\x4a\x49\x47\x79\ -\x43\x4a\x6a\x50\x75\x4d\x74\x34\x47\x5a\x48\x37\x56\x46\x6b\x6a\ -\x6f\x6e\x64\x6b\x38\x30\x4e\x33\x73\x46\x66\x74\x6f\x51\x57\x4b\ -\x4e\x76\x52\x78\x31\x76\x45\x33\x76\x32\x32\x62\x4d\x43\x6a\x4b\ -\x4b\x65\x6c\x59\x39\x48\x4e\x34\x52\x72\x53\x67\x65\x6c\x70\x76\ -\x20\x4c\x50\x4b\x67\x68\x65\x63\x43\x55\x2f\x5a\x2b\x43\x76\x4b\ -\x76\x4c\x63\x74\x55\x32\x38\x70\x47\x7a\x51\x54\x6d\x52\x42\x39\ -\x4b\x59\x4b\x30\x32\x42\x53\x78\x30\x72\x75\x67\x46\x2b\x6d\x65\ -\x51\x43\x51\x46\x4c\x34\x58\x6c\x34\x32\x65\x56\x4f\x39\x7a\x59\ -\x39\x6e\x52\x43\x4c\x78\x53\x49\x42\x33\x4b\x4d\x45\x20\x50\x52\ -\x49\x34\x43\x6d\x55\x56\x5a\x51\x37\x77\x35\x42\x63\x61\x74\x7a\ -\x52\x30\x47\x69\x58\x74\x64\x42\x65\x31\x49\x5a\x43\x6f\x79\x4f\ -\x48\x41\x39\x51\x43\x49\x33\x49\x76\x71\x43\x74\x44\x51\x6c\x6b\ -\x63\x33\x76\x54\x4c\x70\x64\x42\x38\x73\x38\x45\x6f\x71\x70\x4f\ -\x6f\x48\x71\x39\x57\x35\x2f\x44\x6f\x5a\x20\x56\x41\x38\x53\x65\ -\x44\x6b\x4b\x4b\x61\x64\x37\x6b\x38\x4a\x76\x52\x50\x56\x6e\x48\ -\x61\x4f\x56\x58\x7a\x2b\x30\x63\x65\x50\x2f\x65\x61\x70\x45\x54\ -\x7a\x69\x38\x76\x4f\x49\x56\x7a\x70\x73\x78\x6c\x55\x59\x2b\x71\ -\x76\x4a\x52\x45\x54\x30\x42\x65\x49\x65\x33\x67\x46\x38\x69\x2f\ -\x4a\x74\x46\x62\x67\x49\x55\x20\x77\x37\x58\x74\x39\x75\x2f\x74\ -\x36\x6c\x70\x57\x52\x6c\x75\x46\x42\x45\x52\x6d\x76\x51\x31\x72\ -\x54\x67\x4b\x57\x68\x58\x38\x49\x76\x48\x6a\x43\x51\x75\x46\x77\ -\x76\x46\x74\x31\x52\x6e\x75\x4e\x6d\x71\x48\x4b\x6e\x53\x4b\x38\ -\x70\x57\x6e\x78\x2f\x6f\x6e\x49\x73\x73\x4f\x71\x6b\x6a\x6c\x50\ -\x47\x36\x53\x6a\x20\x30\x52\x57\x6f\x78\x69\x57\x6f\x6d\x39\x55\ -\x31\x54\x31\x51\x43\x6c\x51\x6c\x44\x67\x34\x41\x62\x33\x46\x66\ -\x46\x33\x52\x38\x78\x2b\x32\x50\x74\x2f\x67\x67\x4a\x45\x5a\x4e\ -\x47\x4e\x51\x30\x63\x69\x46\x59\x6d\x63\x2f\x70\x39\x67\x76\x46\ -\x68\x52\x67\x56\x50\x4d\x47\x37\x65\x75\x50\x32\x57\x42\x34\x45\ -\x7a\x20\x65\x2b\x4e\x64\x33\x2b\x76\x4c\x44\x61\x39\x56\x5a\x59\ -\x33\x41\x4b\x36\x6f\x72\x76\x74\x4d\x51\x6b\x31\x7a\x67\x50\x75\ -\x41\x42\x52\x64\x61\x4b\x32\x6e\x35\x52\x38\x36\x67\x47\x64\x4e\ -\x51\x49\x57\x31\x51\x52\x52\x53\x4b\x69\x48\x4b\x7a\x6f\x38\x58\ -\x67\x50\x6c\x38\x55\x43\x35\x79\x42\x79\x7a\x74\x69\x38\x20\x30\ -\x47\x6a\x53\x36\x66\x36\x39\x77\x45\x32\x45\x33\x4a\x39\x50\x6f\ -\x39\x62\x79\x74\x49\x51\x62\x34\x50\x6c\x2b\x79\x39\x58\x4b\x6e\ -\x58\x37\x4c\x47\x35\x45\x74\x46\x4f\x35\x4b\x70\x5a\x62\x33\x55\ -\x75\x35\x34\x67\x51\x6c\x6f\x71\x58\x2b\x77\x65\x45\x73\x36\x48\ -\x6a\x6b\x4a\x79\x2f\x4d\x6c\x49\x4c\x2f\x72\x20\x48\x79\x79\x32\ -\x7a\x62\x41\x71\x4d\x45\x6d\x79\x6f\x62\x50\x65\x68\x72\x58\x39\ -\x53\x6a\x59\x37\x67\x45\x51\x6b\x66\x41\x36\x65\x46\x4d\x30\x45\ -\x75\x4d\x61\x75\x6d\x45\x70\x39\x74\x43\x66\x75\x66\x42\x48\x30\ -\x38\x50\x35\x63\x38\x58\x6e\x31\x5a\x5a\x46\x49\x6a\x4a\x42\x35\ -\x68\x69\x71\x48\x47\x75\x56\x51\x20\x56\x2f\x6c\x6b\x74\x6c\x43\ -\x34\x7a\x32\x2f\x2f\x57\x47\x78\x35\x6a\x33\x47\x6c\x5a\x55\x77\ -\x75\x79\x6a\x73\x47\x68\x6b\x61\x2b\x73\x41\x4e\x76\x5a\x37\x64\ -\x45\x62\x7a\x54\x71\x75\x47\x4c\x76\x67\x5a\x32\x57\x30\x4d\x6b\ -\x70\x2f\x46\x6d\x51\x76\x36\x69\x36\x66\x31\x73\x34\x5a\x68\x2f\ -\x77\x30\x2f\x56\x4f\x20\x4a\x4a\x5a\x32\x69\x77\x30\x64\x4b\x6e\ -\x41\x6b\x79\x6b\x75\x41\x49\x36\x71\x72\x4b\x69\x4a\x38\x41\x35\ -\x57\x44\x71\x6d\x37\x4f\x34\x47\x57\x79\x76\x77\x56\x75\x4e\x47\ -\x56\x37\x30\x2f\x62\x30\x75\x61\x31\x61\x52\x57\x6a\x7a\x55\x4f\ -\x52\x34\x41\x76\x6f\x79\x56\x58\x6b\x4a\x54\x46\x44\x63\x73\x48\ -\x68\x57\x20\x39\x57\x74\x41\x2f\x68\x65\x31\x49\x36\x4b\x6d\x33\ -\x6c\x6c\x68\x41\x79\x7a\x42\x61\x72\x65\x67\x78\x57\x78\x78\x2b\ -\x50\x72\x74\x2f\x53\x42\x32\x5a\x79\x51\x69\x79\x2f\x38\x54\x35\ -\x4b\x4b\x6d\x78\x59\x38\x50\x6c\x6b\x59\x4f\x59\x4a\x5a\x48\x44\ -\x73\x6e\x6f\x38\x67\x74\x56\x35\x65\x72\x6d\x35\x59\x46\x35\x20\ -\x59\x2f\x74\x6e\x4d\x70\x75\x33\x52\x79\x56\x69\x75\x7a\x45\x33\ -\x6b\x73\x46\x71\x2f\x6f\x36\x30\x66\x6f\x5a\x47\x41\x38\x38\x43\ -\x70\x68\x72\x33\x62\x67\x4e\x5a\x31\x52\x4e\x7a\x72\x73\x4a\x77\ -\x43\x4d\x71\x68\x77\x41\x46\x6f\x4e\x54\x30\x54\x4b\x67\x48\x52\ -\x47\x2f\x47\x65\x32\x69\x33\x49\x35\x39\x66\x33\x20\x4a\x79\x4c\ -\x68\x49\x6b\x33\x5a\x41\x4d\x49\x4a\x77\x4e\x4d\x69\x59\x43\x57\ -\x54\x79\x58\x6c\x75\x5a\x66\x52\x47\x76\x47\x44\x31\x42\x4a\x35\ -\x72\x63\x67\x63\x31\x52\x32\x55\x50\x6f\x38\x41\x57\x6b\x47\x32\ -\x6f\x50\x6f\x71\x77\x58\x6c\x53\x48\x46\x43\x6b\x68\x50\x4b\x54\ -\x6f\x75\x67\x35\x72\x48\x6c\x68\x58\x20\x4b\x6d\x32\x63\x7a\x6a\ -\x6b\x48\x42\x7a\x63\x4f\x41\x55\x4e\x34\x34\x6e\x77\x66\x54\x55\ -\x51\x69\x68\x35\x75\x41\x2f\x54\x41\x71\x70\x36\x74\x79\x51\x54\ -\x56\x78\x56\x75\x41\x47\x49\x2f\x62\x79\x2f\x76\x7a\x49\x41\x7a\ -\x76\x79\x33\x6a\x79\x75\x58\x75\x6c\x6d\x34\x47\x62\x67\x4c\x54\ -\x32\x52\x79\x48\x4f\x73\x20\x36\x4d\x73\x51\x54\x73\x4f\x72\x6b\ -\x54\x33\x4c\x2b\x31\x4d\x51\x51\x57\x55\x38\x59\x52\x65\x50\x57\ -\x67\x53\x59\x63\x6b\x38\x73\x2f\x4f\x43\x4f\x58\x73\x50\x75\x43\ -\x45\x47\x65\x31\x7a\x77\x30\x55\x62\x69\x54\x4b\x59\x4b\x56\x52\ -\x32\x4e\x77\x50\x77\x6a\x38\x6d\x38\x41\x2b\x36\x6f\x31\x2b\x62\ -\x67\x74\x5a\x20\x72\x76\x6e\x6e\x4e\x44\x30\x63\x56\x66\x47\x62\ -\x5a\x53\x2f\x4f\x64\x72\x43\x43\x4f\x51\x70\x59\x67\x30\x4e\x44\ -\x44\x79\x55\x69\x34\x53\x64\x70\x63\x6e\x45\x31\x61\x6c\x63\x42\ -\x50\x32\x36\x33\x72\x36\x41\x50\x4b\x44\x49\x66\x34\x61\x30\x6f\ -\x54\x79\x44\x63\x67\x2b\x56\x2b\x34\x4d\x55\x49\x6f\x77\x74\x48\ -\x20\x79\x38\x2b\x36\x72\x36\x6f\x53\x30\x4f\x59\x6f\x50\x77\x65\ -\x39\x73\x48\x47\x4a\x77\x6f\x6c\x50\x47\x7a\x35\x57\x65\x64\x76\ -\x56\x69\x42\x77\x42\x50\x43\x58\x59\x59\x7a\x4b\x46\x6b\x55\x6b\ -\x6b\x64\x33\x59\x4d\x79\x57\x52\x79\x6e\x72\x48\x32\x57\x46\x55\ -\x64\x4e\x52\x30\x64\x44\x2f\x58\x33\x39\x37\x64\x6b\x20\x53\x49\ -\x4f\x6c\x30\x6a\x33\x41\x69\x31\x4e\x4f\x39\x36\x75\x41\x37\x77\ -\x4b\x6f\x36\x6d\x73\x48\x69\x73\x50\x66\x62\x74\x78\x75\x35\x63\ -\x71\x56\x48\x56\x75\x33\x62\x75\x33\x4b\x5a\x44\x4b\x35\x56\x44\ -\x7a\x2b\x63\x6f\x57\x30\x55\x58\x30\x69\x6b\x38\x39\x66\x33\x64\ -\x76\x56\x74\x63\x78\x30\x64\x4f\x78\x72\x20\x4f\x35\x37\x63\x32\ 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-\x72\x20\x49\x68\x46\x35\x4c\x61\x41\x71\x38\x71\x71\x64\x43\x56\ -\x61\x4f\x34\x38\x77\x48\x36\x49\x6e\x46\x33\x74\x63\x54\x6a\x2f\ -\x32\x73\x4a\x78\x34\x72\x39\x4d\x62\x6a\x70\x33\x64\x32\x64\x6f\ -\x59\x55\x76\x6f\x50\x49\x7a\x32\x79\x6c\x38\x75\x70\x56\x71\x31\ -\x61\x46\x65\x70\x4c\x78\x32\x39\x50\x4a\x2b\x4d\x65\x54\x20\x79\ -\x57\x53\x79\x38\x52\x69\x75\x73\x65\x50\x63\x4e\x78\x6e\x6e\x34\ -\x4b\x56\x53\x71\x59\x50\x53\x71\x63\x51\x33\x74\x6a\x33\x35\x35\ -\x43\x4e\x69\x33\x64\x38\x43\x59\x4f\x31\x2b\x6f\x76\x70\x38\x43\ -\x38\x63\x41\x32\x4a\x41\x35\x76\x61\x4c\x75\x4f\x6a\x73\x36\x2f\ -\x35\x46\x30\x7a\x4c\x6b\x52\x6f\x44\x63\x52\x20\x4f\x58\x79\x46\ -\x34\x2f\x69\x70\x65\x35\x41\x70\x6c\x58\x49\x44\x2b\x65\x46\x76\ -\x5a\x66\x4a\x44\x37\x38\x67\x57\x68\x30\x37\x4f\x46\x6f\x59\x50\ -\x7a\x42\x61\x47\x65\x72\x4b\x46\x6f\x5a\x35\x73\x63\x65\x6a\x67\ -\x62\x4b\x48\x30\x48\x4e\x66\x6f\x76\x2b\x46\x6c\x6c\x38\x65\x6c\ 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-\x47\x49\x50\x63\x78\x61\x38\x33\x46\x78\x33\x47\x33\x57\x6c\x64\ -\x73\x45\x32\x6b\x44\x76\x20\x41\x42\x42\x6a\x62\x6c\x66\x56\x62\ -\x67\x50\x54\x72\x54\x66\x6a\x63\x65\x4f\x52\x79\x4f\x73\x52\x2f\ -\x74\x51\x63\x6a\x54\x77\x6e\x79\x75\x56\x74\x36\x66\x52\x4e\x4f\ -\x7a\x32\x52\x36\x49\x47\x6f\x41\x4d\x4d\x37\x44\x79\x38\x49\x42\ -\x67\x2f\x66\x5a\x75\x53\x76\x43\x41\x70\x36\x50\x55\x42\x50\x62\ -\x2b\x2f\x2f\x20\x7a\x61\x71\x70\x47\x64\x6a\x64\x37\x45\x69\x6e\ -\x38\x37\x46\x59\x72\x4d\x47\x78\x78\x65\x74\x45\x7a\x44\x46\x61\ -\x63\x67\x56\x49\x52\x38\x4f\x50\x78\x69\x45\x49\x38\x68\x4c\x4b\ -\x6c\x7a\x72\x53\x36\x55\x65\x62\x6f\x34\x48\x6a\x58\x4e\x65\x34\ -\x71\x70\x70\x73\x53\x36\x65\x58\x41\x38\x74\x48\x65\x78\x38\x4f\ -\x20\x32\x46\x36\x38\x62\x47\x75\x4e\x37\x31\x30\x4b\x6b\x52\x70\ -\x48\x4c\x36\x57\x43\x59\x2b\x31\x65\x68\x30\x69\x35\x31\x6c\x76\ -\x62\x71\x37\x59\x58\x37\x36\x35\x30\x57\x54\x77\x63\x50\x73\x71\ -\x4b\x50\x68\x57\x50\x68\x4e\x6f\x55\x66\x71\x74\x47\x62\x2b\x35\ -\x49\x35\x76\x72\x46\x75\x4f\x4d\x6d\x6c\x65\x32\x36\x20\x74\x36\ -\x57\x68\x34\x64\x43\x69\x30\x5a\x2f\x71\x30\x4a\x4b\x37\x48\x55\ -\x53\x4e\x32\x49\x63\x6a\x41\x66\x2b\x33\x36\x68\x6f\x4c\x58\x35\ -\x71\x73\x6a\x61\x33\x4a\x6d\x6d\x46\x4a\x4c\x4e\x6a\x77\x48\x6c\ -\x58\x39\x4e\x6a\x42\x2f\x6c\x46\x50\x2f\x4a\x55\x59\x2f\x6b\x73\ -\x77\x57\x6e\x71\x78\x38\x33\x73\x37\x45\x20\x49\x36\x45\x76\x43\ -\x58\x77\x46\x2b\x44\x4d\x51\x70\x72\x2f\x4b\x48\x4c\x59\x6f\x38\ -\x71\x42\x67\x37\x78\x47\x58\x65\x39\x70\x79\x75\x59\x6f\x47\x2f\ -\x4e\x47\x41\x2f\x36\x66\x41\x30\x44\x2b\x38\x64\x58\x43\x61\x4f\ -\x76\x4c\x35\x4b\x66\x66\x7a\x6d\x51\x68\x4c\x6c\x6c\x43\x31\x74\ -\x74\x44\x34\x41\x48\x41\x43\x20\x53\x72\x4a\x4b\x35\x65\x68\x79\ -\x69\x76\x53\x6d\x53\x50\x41\x46\x59\x42\x48\x65\x6b\x75\x71\x4a\ -\x52\x44\x70\x33\x66\x46\x4e\x54\x36\x42\x69\x78\x35\x67\x6c\x4b\ 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-\x75\x4c\x78\x54\x50\x55\x32\x49\x7a\x50\x6c\x57\x7a\x4e\x67\x51\ -\x64\x6d\x2b\x6a\x55\x34\x67\x7a\x44\x78\x53\x4f\x42\x6b\x59\x2b\ -\x52\x6f\x72\x4b\x6c\x76\x53\x32\x63\x75\x62\x6f\x6d\x46\x54\x6c\ -\x49\x72\x20\x6c\x77\x49\x6f\x50\x4e\x32\x52\x7a\x76\x79\x2f\x67\ -\x38\x4c\x68\x67\x47\x74\x4d\x51\x31\x73\x71\x39\x51\x77\x6a\x37\ -\x45\x6f\x32\x68\x52\x73\x76\x51\x2f\x6c\x2f\x49\x4d\x73\x53\x32\ -\x58\x78\x5a\x54\x55\x39\x54\x55\x2b\x41\x67\x72\x48\x4f\x4f\x4d\ -\x62\x71\x78\x50\x5a\x47\x39\x71\x6a\x6b\x63\x66\x71\x38\x4b\x20\ -\x33\x6c\x4a\x64\x75\x61\x34\x6a\x6b\x2f\x6c\x41\x63\x7a\x52\x38\ -\x6d\x51\x71\x48\x69\x74\x71\x56\x67\x74\x37\x63\x6c\x73\x71\x58\ -\x32\x37\x32\x53\x63\x44\x6a\x63\x57\x46\x58\x71\x45\x64\x43\x52\ -\x79\x66\x79\x39\x4a\x52\x49\x35\x52\x45\x58\x66\x6f\x69\x49\x7a\ -\x56\x62\x58\x62\x57\x50\x37\x59\x6e\x73\x6b\x4d\x20\x79\x2f\x50\ -\x46\x51\x34\x47\x48\x76\x46\x70\x48\x75\x53\x65\x52\x7a\x59\x2b\ -\x71\x35\x64\x76\x54\x78\x41\x4c\x2b\x7a\x79\x74\x38\x59\x2b\x6a\ -\x6a\x6f\x76\x61\x30\x5a\x4f\x65\x71\x2b\x79\x70\x65\x47\x77\x73\ -\x65\x58\x74\x32\x72\x32\x5a\x6d\x4e\x6a\x52\x76\x57\x64\x48\x65\ -\x66\x62\x4e\x43\x33\x37\x52\x53\x38\x20\x6c\x4b\x58\x71\x63\x39\ -\x2b\x63\x53\x48\x53\x6d\x4a\x6e\x4a\x76\x38\x65\x44\x38\x68\x52\ -\x62\x6e\x4a\x6c\x57\x4f\x72\x6e\x44\x61\x5a\x75\x43\x69\x56\x4c\ -\x35\x51\x30\x51\x6c\x69\x4e\x43\x59\x63\x73\x4f\x72\x71\x36\x6d\ -\x5a\x4d\x72\x35\x49\x76\x67\x56\x7a\x4d\x4b\x45\x74\x4c\x68\x56\ -\x75\x6b\x79\x72\x32\x34\x20\x56\x48\x38\x32\x4c\x75\x4b\x52\x34\ -\x4a\x73\x45\x75\x55\x76\x67\x71\x36\x57\x4f\x30\x52\x39\x58\x58\ -\x33\x58\x6a\x30\x4e\x32\x4d\x65\x44\x77\x51\x6f\x55\x2f\x2b\x51\ -\x77\x79\x68\x39\x6c\x54\x75\x43\x78\x57\x47\x6c\x46\x6a\x41\x76\ -\x30\x4b\x48\x47\x77\x68\x32\x7a\x5a\x67\x7a\x50\x31\x72\x6d\x79\ -\x37\x78\x48\x20\x61\x51\x6f\x32\x76\x67\x76\x68\x42\x67\x42\x56\ 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-\x53\x75\x5a\x79\x64\x38\x35\x67\x62\x64\x31\x64\x32\x47\x69\x41\ -\x66\x39\x4b\x68\x6c\x6f\x30\x51\x54\x71\x56\x4c\x7a\x52\x52\x6f\ -\x58\x36\x77\x4f\x52\x4a\x5a\x6f\x74\x68\x2b\x30\x58\x59\x50\x6b\ -\x46\x4b\x6c\x57\x34\x54\x56\x77\x47\x4b\x38\x47\x66\x6e\x61\x4f\ -\x58\x58\x2b\x68\x72\x46\x75\x20\x59\x4a\x56\x6a\x79\x52\x4b\x71\ -\x56\x75\x66\x39\x58\x30\x4b\x34\x68\x4d\x70\x69\x38\x46\x39\x58\ -\x62\x65\x76\x37\x7a\x34\x6b\x6d\x35\x43\x63\x55\x73\x45\x72\x4a\ -\x76\x79\x75\x41\x59\x56\x50\x2b\x49\x59\x4f\x2f\x5a\x4f\x47\x6a\ -\x36\x58\x78\x68\x51\x6d\x76\x6c\x31\x74\x62\x57\x36\x71\x32\x62\ -\x4e\x72\x78\x6f\x20\x6c\x44\x2b\x33\x5a\x62\x4c\x76\x62\x77\x36\ -\x48\x46\x79\x50\x36\x4c\x48\x42\x52\x4f\x4a\x32\x39\x4a\x68\x63\ -\x4f\x48\x36\x65\x69\x70\x79\x6d\x63\x44\x68\x77\x4b\x6f\x4e\x44\ -\x54\x61\x36\x6d\x72\x56\x43\x4d\x34\x30\x71\x2b\x56\x69\x72\x35\ -\x6e\x4c\x42\x73\x41\x75\x34\x74\x6f\x49\x48\x43\x45\x4d\x66\x6f\ 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-\x54\x43\x36\x5a\x54\x48\x59\x4e\x20\x65\x2b\x2f\x43\x6a\x64\x38\ -\x54\x35\x57\x49\x67\x6f\x62\x36\x61\x51\x2f\x62\x57\x6a\x75\x43\ -\x78\x67\x50\x2f\x4e\x43\x73\x4f\x71\x47\x41\x54\x35\x61\x6a\x4c\ -\x66\x39\x54\x2b\x56\x72\x6f\x31\x48\x67\x36\x65\x6a\x63\x68\x76\ -\x65\x37\x75\x33\x74\x77\x4e\x4f\x49\x31\x6f\x74\x4b\x6e\x53\x72\ -\x7a\x45\x65\x59\x6a\x20\x38\x6d\x68\x48\x4b\x6a\x4d\x70\x33\x5a\ -\x72\x44\x6a\x59\x32\x76\x4d\x57\x4a\x76\x6f\x6e\x4a\x73\x53\x4b\ -\x69\x61\x74\x36\x55\x37\x4f\x34\x65\x56\x36\x34\x33\x47\x75\x41\ -\x4a\x57\x31\x4f\x39\x76\x77\x75\x46\x4b\x59\x4c\x51\x70\x39\x46\ -\x5a\x46\x76\x31\x6b\x39\x2f\x63\x44\x4c\x64\x30\x55\x75\x30\x42\ -\x49\x4f\x20\x6e\x36\x4b\x69\x39\x36\x6e\x6c\x73\x50\x36\x69\x7a\ -\x4f\x5a\x49\x2b\x46\x48\x51\x52\x65\x49\x56\x34\x2f\x65\x72\x63\ -\x72\x74\x55\x75\x51\x66\x44\x76\x64\x4f\x32\x62\x4c\x2b\x2f\x6e\ -\x42\x33\x4b\x59\x47\x4a\x31\x64\x51\x31\x61\x5a\x54\x6f\x59\x56\ -\x6d\x49\x67\x2f\x30\x72\x6c\x75\x34\x36\x63\x36\x50\x31\x4f\x20\ -\x4a\x67\x73\x44\x67\x66\x6c\x39\x6f\x6b\x38\x6a\x78\x49\x43\x2f\ -\x54\x70\x38\x31\x39\x2f\x58\x6c\x5a\x6e\x2f\x4e\x59\x66\x39\x69\ -\x69\x2f\x50\x39\x77\x59\x2b\x4a\x6c\x53\x73\x36\x63\x72\x6c\x37\ -\x34\x70\x48\x51\x6c\x31\x57\x30\x69\x4d\x6f\x47\x55\x62\x75\x36\ -\x49\x35\x50\x2f\x31\x57\x44\x33\x7a\x31\x32\x6b\x20\x72\x41\x46\ -\x69\x50\x4e\x54\x34\x57\x34\x57\x7a\x52\x50\x58\x58\x48\x62\x6d\ -\x75\x4b\x61\x2f\x64\x61\x77\x36\x48\x46\x36\x76\x52\x77\x36\x77\ -\x53\x4d\x6a\x43\x33\x54\x2b\x56\x4b\x78\x33\x47\x73\x73\x63\x55\ -\x6b\x4f\x33\x6f\x6c\x33\x74\x4f\x52\x7a\x67\x37\x37\x7a\x4c\x61\ -\x30\x7a\x44\x33\x51\x33\x56\x61\x7a\x20\x41\x6d\x68\x41\x39\x45\ -\x75\x4a\x54\x4e\x66\x2f\x54\x76\x58\x39\x54\x6f\x52\x6f\x6f\x2f\ -\x2f\x50\x43\x43\x63\x4e\x65\x64\x69\x4b\x6c\x65\x5a\x6b\x56\x31\ -\x64\x79\x31\x4f\x75\x6a\x30\x53\x5a\x48\x33\x61\x75\x41\x55\x34\ -\x43\x76\x39\x31\x71\x2b\x4f\x5a\x56\x46\x2f\x36\x46\x51\x61\x4b\ -\x35\x6a\x2b\x33\x34\x4b\x20\x6e\x46\x33\x68\x74\x47\x33\x41\x4a\ -\x31\x4c\x35\x77\x6b\x2f\x48\x4d\x2f\x61\x59\x41\x6c\x5a\x72\x61\ -\x32\x76\x31\x35\x76\x57\x72\x50\x34\x74\x79\x4b\x57\x58\x72\x69\ -\x48\x59\x61\x38\x6a\x37\x72\x32\x49\x39\x6e\x4d\x74\x33\x74\x6c\ -\x63\x38\x62\x6e\x5a\x5a\x49\x38\x46\x78\x46\x62\x72\x47\x4f\x47\ -\x30\x73\x6b\x20\x4f\x6c\x50\x78\x63\x50\x67\x6f\x4d\x5a\x79\x49\ -\x36\x6e\x65\x41\x46\x61\x57\x75\x4f\x47\x63\x70\x65\x6b\x5a\x48\ -\x4f\x76\x66\x37\x67\x65\x75\x69\x6f\x51\x2b\x45\x55\x74\x6e\x72\ -\x48\x36\x34\x77\x57\x34\x67\x47\x2f\x44\x38\x42\x50\x6a\x6a\x73\ -\x37\x6f\x32\x38\x4e\x70\x6e\x74\x65\x6e\x68\x58\x37\x33\x30\x58\ -\x20\x63\x5a\x72\x43\x6a\x66\x65\x68\x76\x42\x37\x49\x55\x75\x55\ -\x65\x74\x61\x38\x59\x31\x63\x56\x44\x6a\x66\x63\x71\x6e\x49\x5a\ -\x77\x51\x79\x4c\x54\x2b\x5a\x34\x39\x64\x52\x38\x6e\x67\x53\x2f\ -\x56\x46\x47\x68\x32\x72\x4d\x77\x74\x43\x6c\x75\x54\x79\x64\x77\ -\x7a\x35\x63\x36\x4c\x42\x52\x76\x65\x49\x79\x4c\x58\x20\x41\x39\ -\x75\x73\x59\x77\x39\x4a\x70\x51\x71\x4a\x63\x75\x66\x74\x4b\x61\ -\x4b\x42\x75\x69\x50\x41\x44\x4d\x76\x66\x4b\x64\x79\x5a\x7a\x68\ -\x65\x47\x56\x6d\x37\x73\x52\x46\x4d\x6f\x64\x4a\x67\x59\x2b\x62\ -\x6d\x67\x74\x37\x6a\x47\x64\x36\x76\x52\x34\x70\x45\x6f\x50\x77\ -\x43\x32\x49\x56\x7a\x55\x6b\x63\x71\x4f\x20\x51\x52\x30\x2f\x63\ -\x55\x71\x2b\x57\x64\x38\x44\x68\x72\x63\x69\x4b\x36\x48\x6f\x39\ -\x61\x5a\x36\x2b\x6b\x66\x47\x4f\x72\x73\x64\x74\x66\x67\x35\x47\ -\x71\x67\x2f\x62\x76\x4f\x36\x31\x55\x74\x52\x76\x6b\x62\x46\x59\ -\x4b\x56\x5a\x46\x58\x6c\x62\x4b\x74\x39\x31\x32\x6d\x51\x45\x4b\ -\x77\x39\x6e\x4f\x59\x42\x78\x20\x7a\x65\x58\x4e\x34\x66\x42\x35\ -\x49\x6e\x6f\x66\x72\x69\x34\x48\x55\x46\x6a\x6d\x69\x75\x38\x43\ -\x59\x4a\x4d\x67\x62\x2b\x36\x2f\x49\x68\x34\x4a\x76\x42\x37\x6c\ -\x38\x6c\x57\x74\x72\x52\x56\x66\x6d\x79\x50\x75\x64\x79\x67\x7a\ -\x51\x31\x43\x72\x65\x33\x79\x62\x75\x79\x6b\x59\x75\x4c\x77\x55\ -\x72\x48\x70\x56\x20\x37\x64\x74\x32\x56\x37\x43\x4b\x52\x43\x4a\ -\x7a\x42\x76\x38\x33\x49\x4e\x67\x63\x42\x36\x71\x65\x53\x46\x69\ -\x74\x6a\x47\x4c\x35\x55\x35\x36\x54\x77\x44\x66\x52\x35\x78\x37\ -\x4d\x77\x31\x42\x4d\x4a\x50\x49\x72\x32\x6c\x4b\x35\x78\x30\x63\ -\x4b\x56\x67\x44\x4a\x58\x4e\x63\x4e\x77\x46\x2b\x42\x57\x73\x63\ -\x31\x20\x33\x39\x75\x56\x35\x35\x77\x61\x7a\x44\x41\x42\x72\x49\ -\x66\x39\x7a\x75\x69\x58\x36\x69\x74\x41\x44\x31\x47\x34\x33\x4e\ -\x68\x69\x42\x2f\x41\x35\x76\x48\x72\x4f\x70\x53\x68\x33\x4e\x6b\ -\x65\x43\x64\x37\x59\x45\x67\x2b\x56\x73\x6c\x69\x65\x46\x5a\x4b\ -\x37\x37\x47\x75\x74\x79\x4e\x42\x58\x6b\x4a\x6f\x4b\x38\x20\x56\ -\x33\x75\x33\x50\x52\x59\x63\x34\x33\x32\x4d\x4f\x73\x4f\x4b\x42\ -\x68\x6f\x2b\x43\x76\x71\x6a\x43\x71\x63\x55\x55\x62\x6c\x79\x53\ -\x39\x48\x39\x6e\x37\x47\x6f\x62\x63\x64\x4c\x63\x79\x54\x34\x61\ -\x35\x44\x7a\x53\x76\x39\x4d\x62\x53\x33\x61\x51\x36\x62\x35\x6e\ -\x50\x74\x42\x6a\x2f\x42\x4e\x32\x39\x62\x67\x20\x62\x71\x32\x39\ -\x52\x75\x45\x4e\x74\x54\x4e\x6e\x68\x5a\x63\x76\x58\x2b\x34\x32\ -\x52\x30\x4d\x50\x43\x76\x70\x38\x57\x79\x70\x58\x73\x59\x41\x58\ -\x49\x42\x4c\x77\x2f\x30\x35\x4b\x61\x75\x71\x64\x45\x44\x30\x75\ -\x6c\x65\x73\x65\x31\x52\x74\x37\x4b\x6d\x67\x4b\x4e\x70\x79\x4c\ -\x79\x4b\x38\x42\x41\x66\x6c\x67\x20\x49\x70\x73\x66\x31\x35\x53\ -\x35\x48\x45\x75\x57\x55\x4c\x56\x36\x64\x57\x4d\x4c\x4c\x6f\x73\ -\x63\x5a\x52\x48\x49\x51\x68\x55\x4e\x34\x4f\x32\x75\x4e\x64\x4b\ -\x2f\x57\x31\x53\x65\x72\x63\x42\x71\x30\x4a\x57\x43\x50\x4b\x65\ -\x71\x2f\x39\x51\x71\x39\x2f\x35\x6b\x63\x74\x57\x77\x6e\x42\x42\ -\x41\x55\x36\x6a\x78\x20\x58\x38\x44\x68\x6f\x44\x39\x4d\x5a\x4c\ -\x73\x2b\x55\x65\x36\x63\x53\x43\x51\x79\x78\x32\x66\x37\x54\x72\ -\x5a\x77\x6c\x48\x6a\x69\x34\x68\x69\x65\x2b\x65\x44\x51\x2b\x39\ -\x67\x47\x73\x6b\x37\x51\x64\x53\x71\x73\x51\x32\x57\x64\x6f\x4f\ -\x32\x49\x72\x68\x43\x72\x4b\x77\x54\x66\x79\x74\x46\x6b\x4c\x47\ -\x4d\x68\x20\x46\x67\x77\x65\x4c\x6d\x4c\x2f\x44\x6a\x67\x4b\x70\ -\x79\x57\x7a\x6e\x52\x56\x33\x33\x58\x59\x58\x73\x55\x42\x67\x6b\ -\x65\x49\x75\x5a\x2f\x6a\x45\x34\x6f\x6c\x55\x76\x6a\x42\x71\x68\ -\x51\x6a\x41\x51\x51\x66\x4e\x6e\x39\x6d\x33\x72\x66\x5a\x4d\x56\ -\x4d\x34\x44\x66\x53\x50\x65\x4d\x6c\x6e\x78\x64\x75\x31\x6d\x20\ -\x43\x75\x61\x6f\x39\x6e\x52\x36\x33\x4c\x6d\x6b\x38\x52\x41\x49\ -\x42\x4b\x62\x37\x31\x50\x32\x65\x43\x4a\x57\x55\x39\x48\x6b\x48\ -\x35\x31\x57\x6a\x53\x59\x74\x47\x44\x56\x67\x6c\x73\x37\x43\x52\ -\x74\x6a\x76\x2f\x5a\x6f\x78\x2b\x4e\x4a\x48\x74\x4c\x75\x76\x32\ -\x4f\x52\x6d\x63\x42\x4c\x35\x30\x4f\x50\x78\x42\x20\x4d\x63\x7a\ -\x7a\x57\x58\x36\x32\x49\x70\x50\x4a\x4e\x7a\x55\x46\x58\x32\x46\ -\x63\x65\x55\x61\x46\x64\x78\x71\x31\x47\x78\x56\x7a\x46\x33\x41\ -\x6e\x79\x48\x7a\x51\x51\x36\x78\x54\x64\x58\x41\x69\x6b\x52\x68\ -\x31\x56\x6c\x4a\x53\x35\x41\x2f\x76\x58\x61\x6a\x63\x6d\x2b\x6f\ -\x73\x6a\x4f\x36\x7a\x4e\x63\x6e\x45\x20\x51\x2f\x35\x44\x46\x66\ -\x4d\x45\x58\x70\x4c\x39\x70\x34\x6c\x73\x35\x37\x41\x6c\x61\x79\ -\x55\x4f\x6d\x6a\x39\x2f\x5a\x74\x38\x30\x33\x79\x4a\x72\x4f\x63\ -\x51\x49\x42\x79\x75\x79\x43\x44\x67\x59\x54\x33\x77\x35\x30\x6b\ -\x36\x75\x43\x39\x4b\x74\x36\x46\x70\x42\x4e\x69\x48\x71\x2f\x65\ -\x67\x6f\x63\x30\x43\x72\x20\x51\x41\x49\x4d\x31\x39\x59\x70\x38\ -\x48\x64\x52\x66\x6d\x57\x6d\x62\x62\x39\x75\x73\x4e\x6c\x65\x55\ -\x36\x68\x78\x4a\x62\x42\x41\x34\x5a\x76\x4a\x62\x4f\x65\x41\x75\ -\x44\x55\x55\x43\x6b\x32\x72\x77\x6e\x32\x6e\x49\x42\x63\x6f\x2b\ -\x70\x6f\x79\x39\x37\x4d\x56\x4c\x36\x2b\x78\x6e\x68\x33\x6c\x4f\ -\x39\x50\x78\x20\x39\x44\x32\x56\x65\x68\x74\x75\x46\x6d\x47\x6c\ -\x4b\x73\x74\x42\x6c\x36\x6e\x49\x73\x7a\x35\x72\x6c\x6f\x38\x33\ -\x6b\x4d\x57\x43\x67\x61\x74\x46\x39\x43\x50\x41\x53\x30\x37\x74\ -\x41\x59\x66\x75\x44\x61\x56\x61\x30\x59\x44\x2f\x6c\x38\x44\x62\ -\x68\x7a\x36\x75\x49\x75\x65\x4e\x56\x71\x2f\x58\x48\x41\x36\x66\ -\x20\x68\x64\x47\x51\x4f\x74\x55\x33\x39\x75\x2b\x6f\x78\x32\x4b\ -\x78\x32\x59\x37\x72\x6e\x6d\x57\x4e\x6e\x69\x66\x4b\x36\x34\x42\ -\x38\x52\x7a\x72\x62\x78\x47\x34\x79\x4e\x59\x77\x32\x31\x72\x38\ -\x56\x6b\x5a\x2b\x79\x73\x78\x50\x75\x41\x45\x62\x30\x38\x45\x53\ -\x75\x65\x32\x6d\x35\x59\x2f\x32\x4d\x4b\x59\x63\x56\x20\x44\x64\ -\x54\x2f\x41\x32\x52\x6f\x4d\x6a\x71\x64\x79\x68\x64\x69\x37\x43\ -\x45\x48\x78\x2b\x5a\x49\x36\x46\x6b\x67\x50\x62\x76\x4f\x66\x2f\ -\x62\x36\x56\x59\x58\x48\x67\x53\x56\x41\x6e\x77\x6f\x58\x44\x42\ -\x55\x4b\x56\x69\x49\x61\x38\x44\x39\x47\x6d\x58\x70\x47\x61\x2b\ -\x57\x59\x54\x46\x66\x58\x57\x46\x6f\x6d\x20\x54\x51\x71\x78\x57\ -\x47\x79\x32\x46\x4c\x63\x39\x44\x64\x49\x43\x38\x73\x54\x30\x57\ -\x58\x4e\x4f\x4c\x4a\x63\x63\x62\x32\x6c\x70\x71\x65\x6e\x72\x36\ -\x34\x6b\x37\x52\x59\x31\x62\x5a\x49\x47\x49\x78\x6b\x45\x57\x34\ -\x67\x57\x6d\x63\x6a\x73\x7a\x46\x6b\x67\x42\x4b\x30\x46\x58\x49\ -\x71\x77\x51\x4a\x61\x48\x71\x20\x35\x4b\x78\x76\x65\x7a\x65\x41\ -\x7a\x7a\x72\x7a\x4c\x47\x59\x75\x79\x4f\x79\x53\x64\x41\x53\x42\ -\x4c\x61\x44\x72\x58\x4e\x45\x31\x72\x75\x73\x55\x70\x6a\x6c\x75\ -\x51\x39\x48\x6c\x4b\x47\x50\x6b\x56\x61\x71\x63\x7a\x41\x35\x5a\ -\x79\x43\x61\x42\x6e\x2f\x58\x69\x66\x44\x57\x62\x7a\x61\x35\x74\ -\x43\x6a\x56\x32\x20\x41\x33\x55\x49\x58\x30\x68\x6b\x4f\x69\x2f\ -\x7a\x2b\x2f\x30\x48\x48\x46\x44\x6c\x66\x45\x37\x52\x6a\x37\x46\ -\x44\x39\x31\x4e\x51\x34\x53\x46\x42\x48\x72\x49\x71\x79\x36\x57\ -\x71\x4e\x35\x46\x4d\x72\x75\x70\x61\x47\x41\x6a\x4d\x33\x77\x35\ -\x68\x70\x33\x53\x65\x77\x6a\x52\x72\x62\x46\x46\x45\x4c\x4d\x68\ -\x73\x20\x72\x4b\x30\x31\x78\x68\x6a\x46\x68\x6c\x43\x4a\x67\x4c\ -\x61\x43\x4f\x51\x53\x30\x58\x48\x66\x70\x64\x63\x42\x7a\x77\x41\ -\x70\x46\x58\x6b\x4a\x59\x71\x55\x5a\x58\x7a\x4a\x67\x78\x74\x37\ -\x33\x63\x2b\x2b\x71\x39\x2f\x39\x74\x58\x41\x6e\x57\x43\x58\x4e\ -\x4b\x52\x7a\x59\x2f\x65\x57\x58\x77\x4b\x61\x51\x6f\x45\x20\x44\ -\x72\x4b\x34\x7a\x7a\x4e\x38\x64\x74\x57\x65\x79\x68\x63\x57\x55\ -\x56\x6e\x4c\x4b\x4d\x32\x52\x30\x48\x4e\x34\x7a\x53\x49\x32\x71\ -\x2b\x68\x50\x66\x4b\x35\x38\x62\x32\x55\x32\x4f\x31\x44\x33\x47\ -\x51\x71\x46\x35\x76\x70\x67\x51\x54\x4b\x62\x48\x5a\x65\x41\x65\ -\x31\x63\x70\x54\x59\x44\x2b\x7a\x76\x44\x65\x20\x41\x39\x32\x70\ -\x66\x4b\x47\x52\x55\x53\x79\x65\x78\x78\x53\x77\x59\x6f\x47\x47\ -\x72\x79\x6a\x36\x70\x61\x47\x50\x46\x38\x55\x58\x7a\x6b\x33\x43\ -\x6c\x48\x77\x69\x78\x43\x4f\x68\x7a\x77\x74\x38\x5a\x62\x75\x6c\ -\x73\x62\x61\x32\x74\x6b\x66\x37\x74\x72\x34\x61\x56\x39\x4b\x44\ -\x61\x39\x78\x61\x49\x73\x46\x7a\x20\x72\x61\x2f\x6d\x6a\x35\x55\ -\x71\x30\x43\x4e\x42\x2f\x35\x74\x45\x4b\x56\x66\x61\x38\x46\x41\ -\x71\x58\x79\x6a\x62\x6d\x57\x51\x4b\x63\x4f\x4b\x68\x78\x72\x73\ -\x56\x53\x73\x5a\x73\x2b\x69\x77\x69\x4f\x39\x54\x65\x4b\x6a\x4e\ -\x41\x5a\x2b\x50\x39\x4d\x74\x56\x54\x50\x76\x64\x59\x42\x44\x6f\ -\x45\x6c\x71\x76\x79\x20\x76\x42\x68\x5a\x37\x72\x71\x38\x36\x4e\ -\x52\x75\x37\x62\x44\x62\x70\x6a\x58\x69\x73\x45\x6a\x55\x4c\x69\ -\x67\x46\x74\x77\x55\x43\x4c\x59\x72\x55\x65\x37\x4f\x6f\x4d\x64\ -\x45\x46\x50\x49\x76\x77\x69\x4c\x58\x6d\x49\x5a\x2b\x71\x57\x4b\ -\x50\x76\x41\x64\x36\x42\x4e\x77\x74\x61\x44\x66\x4a\x35\x34\x42\ -\x72\x51\x20\x4b\x6b\x57\x2f\x62\x4a\x42\x6c\x43\x74\x38\x48\x49\ -\x69\x42\x39\x6f\x48\x65\x4a\x6d\x6d\x73\x36\x63\x72\x6d\x48\x57\ -\x6c\x70\x61\x71\x6f\x76\x62\x74\x35\x78\x6d\x30\x42\x4e\x56\x4f\ -\x52\x37\x76\x79\x7a\x57\x47\x76\x4a\x58\x30\x67\x65\x61\x42\x68\ -\x41\x67\x76\x71\x73\x72\x7a\x49\x76\x53\x6f\x49\x6d\x44\x6e\x20\ -\x69\x70\x70\x44\x56\x48\x51\x78\x58\x67\x41\x76\x70\x37\x35\x32\ -\x67\x54\x7a\x51\x44\x62\x70\x65\x6b\x51\x31\x41\x72\x51\x6a\x56\ -\x6f\x68\x78\x63\x36\x67\x53\x30\x75\x51\x39\x6e\x55\x58\x62\x51\ -\x46\x33\x78\x33\x45\x77\x30\x32\x33\x49\x37\x71\x4d\x49\x4e\x4a\ -\x56\x58\x31\x33\x75\x72\x50\x37\x78\x6b\x72\x58\x20\x39\x75\x2b\ -\x75\x67\x39\x77\x4b\x65\x6a\x7a\x65\x30\x72\x39\x58\x6c\x4a\x75\ -\x4b\x6a\x76\x31\x32\x4d\x72\x6e\x6e\x72\x48\x57\x57\x4c\x4b\x46\ -\x71\x64\x61\x64\x2f\x4c\x55\x50\x4b\x34\x78\x54\x39\x52\x54\x72\ -\x66\x2f\x64\x37\x52\x72\x68\x2f\x6a\x44\x43\x74\x77\x4a\x4c\x6a\ -\x6c\x31\x72\x6b\x66\x48\x4f\x2b\x32\x20\x35\x47\x53\x78\x4d\x42\ -\x4b\x4a\x75\x39\x67\x32\x68\x59\x73\x37\x30\x74\x6b\x66\x44\x44\ -\x73\x65\x43\x4d\x78\x33\x66\x61\x5a\x44\x6c\x4e\x76\x61\x4d\x74\ -\x6c\x79\x4e\x56\x67\x44\x52\x41\x50\x2b\x76\x2b\x48\x5a\x74\x65\ -\x79\x4d\x6b\x64\x4e\x54\x32\x61\x34\x70\x33\x55\x6b\x42\x61\x41\ -\x6f\x31\x66\x68\x44\x34\x20\x79\x52\x68\x4f\x37\x51\x57\x36\x45\ -\x44\x49\x67\x62\x61\x42\x74\x69\x72\x79\x6b\x4c\x69\x76\x56\x5a\ -\x37\x63\x37\x6d\x4b\x43\x6f\x58\x56\x44\x53\x4b\x53\x32\x30\x79\ -\x45\x4a\x42\x59\x2b\x77\x51\x38\x6d\x31\x56\x36\x42\x41\x6b\x41\ -\x54\x61\x4a\x6b\x4c\x51\x71\x48\x63\x62\x49\x5a\x6e\x46\x74\x4e\ -\x57\x71\x32\x20\x49\x36\x4b\x6f\x69\x6a\x58\x75\x4a\x6c\x48\x66\ -\x4e\x68\x56\x33\x74\x69\x68\x52\x6a\x42\x79\x6b\x4b\x73\x65\x57\ -\x65\x68\x62\x4f\x56\x4b\x52\x64\x52\x4b\x2f\x48\x6c\x64\x73\x51\ -\x50\x6f\x6e\x6f\x68\x78\x68\x35\x32\x58\x6d\x37\x57\x50\x6c\x30\ -\x52\x7a\x36\x66\x6a\x6b\x51\x61\x44\x6e\x47\x73\x66\x42\x72\x6b\ -\x20\x6e\x4e\x4c\x4d\x61\x49\x33\x41\x49\x78\x5a\x35\x45\x69\x47\ -\x4a\x75\x6b\x6c\x31\x7a\x45\x61\x66\x4d\x74\x30\x71\x42\x34\x67\ -\x72\x31\x61\x37\x52\x6d\x55\x61\x31\x53\x73\x54\x34\x55\x50\x57\ -\x72\x53\x4c\x4f\x67\x38\x56\x4b\x64\x59\x52\x4e\x65\x77\x77\x32\ -\x41\x64\x51\x6f\x76\x43\x43\x7a\x33\x67\x68\x6d\x62\x20\x56\x54\ -\x45\x47\x35\x6c\x68\x30\x67\x59\x69\x30\x34\x4d\x30\x4d\x52\x32\ -\x70\x6e\x4e\x6f\x41\x6f\x2f\x36\x38\x6a\x31\x7a\x6c\x4d\x71\x37\ -\x63\x37\x69\x41\x54\x71\x58\x79\x33\x49\x6f\x32\x55\x4f\x76\x5a\ -\x44\x4b\x46\x77\x35\x6c\x6c\x4b\x61\x79\x7a\x5a\x48\x51\x66\x63\ -\x43\x53\x37\x5a\x62\x49\x72\x46\x6d\x7a\x20\x33\x47\x32\x62\x4e\ -\x74\x77\x48\x37\x4f\x68\x67\x4a\x4e\x78\x6c\x52\x4c\x2f\x79\x55\ -\x6f\x58\x4e\x69\x4b\x6b\x69\x45\x76\x53\x2f\x54\x6e\x52\x34\x44\ -\x61\x4f\x4b\x6e\x4a\x73\x65\x67\x33\x76\x47\x57\x48\x56\x59\x45\ -\x67\x33\x34\x4d\x77\x7a\x76\x51\x2f\x65\x6e\x5a\x4c\x36\x77\x78\ -\x33\x79\x46\x34\x70\x48\x77\x20\x58\x59\x49\x75\x73\x55\x37\x56\ -\x6b\x61\x5a\x59\x50\x41\x33\x30\x58\x49\x52\x5a\x59\x44\x34\x4a\ -\x39\x6a\x7a\x67\x73\x31\x68\x4f\x61\x38\x39\x6d\x4b\x79\x5a\x52\ -\x52\x79\x7a\x58\x45\x5a\x35\x4c\x35\x51\x71\x48\x4d\x38\x56\x64\ -\x68\x78\x63\x47\x41\x76\x50\x37\x6a\x43\x34\x44\x47\x68\x54\x75\ -\x45\x4f\x54\x50\x20\x36\x73\x32\x69\x70\x68\x6d\x78\x47\x78\x55\ -\x4f\x51\x4d\x31\x32\x30\x4f\x32\x43\x7a\x41\x56\x74\x4b\x48\x31\ -\x78\x67\x33\x6a\x4c\x77\x42\x41\x37\x67\x70\x49\x46\x4d\x6f\x4a\ -\x30\x49\x4c\x70\x43\x30\x54\x62\x78\x38\x6b\x4e\x71\x31\x56\x51\ -\x5a\x62\x46\x43\x39\x76\x46\x51\x45\x4e\x41\x41\x53\x6f\x73\x4b\ -\x32\x20\x4d\x35\x34\x67\x4d\x34\x48\x49\x43\x72\x42\x50\x67\x54\ -\x77\x4e\x4d\x6c\x74\x56\x7a\x78\x4e\x50\x5a\x39\x4f\x44\x36\x44\ -\x65\x78\x45\x6b\x44\x6f\x46\x78\x2f\x75\x38\x42\x30\x54\x2f\x55\ -\x77\x69\x30\x2f\x58\x64\x57\x4b\x77\x68\x4a\x6b\x58\x35\x4e\x76\ -\x41\x57\x59\x49\x50\x41\x44\x61\x36\x56\x58\x31\x44\x56\x20\x32\ -\x79\x57\x32\x2b\x67\x54\x51\x56\x78\x70\x6c\x6b\x63\x4a\x42\x51\ -\x4a\x51\x52\x31\x64\x4c\x53\x42\x35\x70\x52\x4a\x41\x6b\x32\x4b\ -\x53\x49\x4a\x4c\x42\x61\x6a\x44\x6b\x67\x74\x79\x6b\x46\x34\x49\ -\x75\x4c\x42\x65\x62\x74\x31\x6f\x43\x38\x69\x4a\x69\x75\x71\x65\ -\x56\x57\x36\x56\x65\x67\x42\x71\x51\x57\x64\x20\x62\x62\x78\x71\ -\x62\x61\x78\x53\x4c\x79\x4c\x76\x42\x64\x51\x36\x4c\x45\x36\x6c\ -\x4f\x71\x65\x38\x4d\x57\x69\x35\x46\x31\x68\x4b\x55\x78\x77\x37\ -\x39\x4d\x42\x59\x63\x6c\x63\x74\x77\x57\x42\x49\x48\x55\x6d\x6a\ -\x65\x6c\x6c\x37\x4a\x76\x66\x46\x57\x43\x77\x32\x32\x37\x48\x46\ -\x6a\x49\x6a\x65\x70\x74\x62\x63\x20\x6a\x2b\x68\x58\x67\x51\x57\ -\x43\x6e\x74\x65\x57\x7a\x6b\x32\x5a\x62\x39\x56\x49\x52\x41\x4d\ -\x4e\x56\x77\x39\x74\x43\x41\x50\x30\x4f\x62\x57\x39\x64\x57\x50\ -\x70\x75\x6a\x4e\x6d\x34\x65\x67\x49\x54\x31\x54\x30\x75\x51\x54\ -\x48\x30\x32\x64\x75\x4d\x6d\x6d\x4a\x42\x6c\x2b\x6c\x58\x74\x4c\ -\x63\x71\x7a\x48\x73\x20\x52\x33\x6b\x59\x34\x5a\x58\x41\x6e\x39\ -\x76\x54\x32\x54\x45\x6c\x7a\x32\x4d\x42\x2f\x31\x30\x4b\x35\x62\ -\x79\x47\x33\x72\x2b\x72\x39\x55\x39\x6a\x65\x76\x35\x77\x34\x43\ -\x78\x52\x2f\x65\x33\x6f\x5a\x38\x6f\x47\x56\x50\x4d\x69\x30\x71\ -\x56\x6f\x44\x70\x55\x43\x78\x69\x59\x55\x65\x6b\x53\x6c\x53\x6b\ -\x53\x72\x20\x56\x45\x31\x4d\x30\x41\x58\x71\x6c\x56\x33\x45\x47\ -\x5a\x69\x42\x53\x42\x2f\x59\x6c\x47\x4c\x53\x70\x53\x39\x37\x46\ -\x2b\x67\x36\x31\x4b\x78\x48\x50\x61\x4d\x2f\x4d\x57\x61\x6d\x71\ -\x67\x36\x38\x6c\x34\x72\x4d\x45\x58\x51\x42\x53\x43\x76\x6f\x45\ -\x58\x69\x37\x54\x4e\x33\x41\x37\x31\x42\x39\x55\x44\x43\x6e\x20\ -\x71\x65\x69\x37\x47\x56\x69\x6d\x79\x6a\x4a\x6a\x2b\x59\x67\x31\ -\x33\x41\x4d\x36\x53\x79\x42\x6e\x6b\x61\x73\x45\x2f\x51\x4b\x77\ -\x54\x5a\x55\x76\x55\x46\x57\x38\x55\x31\x7a\x6e\x72\x61\x72\x79\ -\x39\x70\x49\x66\x6d\x67\x42\x64\x41\x76\x38\x43\x58\x57\x61\x52\ -\x76\x42\x48\x70\x78\x6d\x58\x56\x6a\x70\x66\x74\x20\x31\x6d\x4b\ -\x63\x4f\x71\x76\x55\x69\x61\x70\x66\x68\x43\x62\x67\x6f\x46\x4a\ -\x48\x38\x58\x36\x42\x36\x4d\x43\x79\x32\x41\x70\x4a\x55\x58\x46\ -\x56\x31\x42\x48\x46\x45\x64\x56\x36\x52\x55\x49\x49\x2f\x62\x75\ -\x6a\x49\x77\x64\x70\x34\x59\x46\x45\x70\x6e\x4f\x59\x44\x66\x48\ -\x75\x49\x42\x62\x77\x6e\x36\x66\x77\x20\x36\x7a\x4b\x48\x6c\x71\ -\x62\x79\x68\x53\x4d\x59\x4a\x57\x66\x63\x48\x41\x32\x64\x68\x6e\ -\x4b\x76\x71\x6e\x79\x30\x49\x35\x4f\x35\x70\x6a\x6b\x53\x2b\x68\ -\x62\x77\x57\x63\x45\x73\x62\x6b\x75\x6e\x6c\x7a\x64\x48\x51\x73\ -\x75\x42\x36\x76\x5a\x30\x39\x69\x42\x32\x63\x2b\x66\x7a\x30\x6e\ -\x49\x77\x7a\x2f\x42\x4e\x20\x6e\x41\x64\x54\x2b\x63\x4c\x72\x78\ -\x7a\x4c\x47\x6d\x41\x4e\x57\x72\x4c\x48\x75\x56\x42\x55\x7a\x7a\ -\x47\x4e\x49\x52\x44\x2b\x61\x7a\x48\x56\x58\x64\x41\x79\x64\x53\ -\x70\x72\x44\x6f\x63\x63\x52\x6a\x6c\x48\x34\x74\x43\x50\x4f\x2f\ -\x56\x62\x74\x6c\x61\x43\x76\x42\x2f\x70\x63\x59\x77\x38\x62\x36\ -\x33\x6f\x39\x20\x37\x50\x63\x76\x4e\x67\x37\x50\x4d\x50\x79\x58\ -\x66\x5a\x56\x55\x62\x31\x2b\x59\x54\x4b\x34\x66\x63\x78\x6e\x4a\ -\x52\x49\x6d\x46\x47\x6d\x38\x58\x65\x49\x75\x2f\x73\x53\x46\x33\ -\x39\x74\x6e\x6e\x74\x45\x32\x66\x4d\x58\x31\x37\x4c\x70\x66\x72\ -\x54\x69\x65\x53\x36\x58\x51\x79\x75\x53\x57\x62\x7a\x32\x31\x47\ -\x20\x45\x52\x45\x4a\x6c\x4e\x70\x58\x42\x51\x52\x70\x56\x47\x2b\ -\x47\x64\x65\x43\x4f\x6b\x54\x51\x76\x6d\x42\x57\x49\x72\x67\x52\ -\x57\x59\x75\x31\x4b\x70\x47\x70\x46\x4a\x4a\x74\x4e\x5a\x46\x76\ -\x6d\x54\x75\x2f\x62\x55\x74\x76\x73\x47\x49\x32\x6a\x52\x4c\x78\ -\x71\x41\x5a\x6d\x4c\x6c\x49\x4b\x55\x79\x69\x62\x45\x20\x46\x6c\ -\x54\x70\x4e\x6f\x62\x6e\x71\x37\x59\x57\x58\x2b\x78\x76\x44\x64\ -\x2f\x53\x30\x6c\x4a\x54\x33\x4c\x62\x35\x57\x46\x45\x35\x45\x2b\ -\x45\x63\x76\x4e\x6e\x64\x30\x39\x34\x73\x54\x52\x74\x52\x43\x67\ -\x37\x6d\x71\x4c\x5a\x63\x4c\x68\x73\x4c\x4e\x5a\x34\x71\x38\x50\ -\x74\x42\x37\x2b\x64\x31\x72\x74\x48\x76\x20\x47\x5a\x55\x50\x69\ -\x47\x63\x2f\x4e\x42\x33\x30\x59\x63\x58\x63\x68\x63\x2f\x65\x4e\ -\x57\x39\x65\x56\x32\x35\x74\x5a\x79\x41\x75\x59\x6c\x74\x55\x54\ -\x4a\x4e\x69\x35\x33\x6e\x46\x75\x64\x49\x66\x6a\x42\x44\x42\x6f\ -\x72\x72\x42\x77\x68\x59\x52\x65\x6c\x41\x70\x69\x4a\x70\x4f\x78\ -\x4b\x30\x42\x6d\x57\x61\x52\x20\x6f\x4d\x42\x43\x56\x42\x63\x43\ -\x43\x78\x41\x69\x37\x4d\x6a\x33\x62\x56\x47\x6b\x55\x31\x51\x37\ -\x45\x62\x6f\x41\x51\x57\x68\x41\x6d\x59\x46\x58\x4d\x57\x48\x78\ -\x58\x45\x43\x4d\x69\x70\x79\x66\x7a\x4f\x52\x33\x75\x39\x31\x51\ -\x79\x39\x79\x35\x42\x2f\x62\x56\x56\x6a\x33\x50\x30\x42\x36\x61\ -\x67\x41\x71\x76\x20\x54\x2b\x63\x4b\x44\x34\x34\x32\x52\x69\x77\ -\x57\x69\x7a\x6d\x32\x75\x41\x4c\x76\x75\x2f\x31\x33\x50\x44\x65\ -\x4c\x74\x76\x5a\x30\x64\x6c\x46\x4c\x4f\x50\x78\x47\x46\x66\x32\ -\x6a\x71\x6e\x36\x6b\x49\x35\x50\x37\x38\x61\x53\x2f\x67\x46\x47\ -\x49\x42\x68\x74\x4f\x52\x2f\x58\x33\x51\x78\x39\x58\x35\x54\x2f\ -\x54\x20\x6e\x59\x57\x78\x70\x45\x54\x47\x48\x72\x42\x61\x57\x31\ -\x75\x72\x4e\x36\x39\x62\x6e\x57\x65\x6f\x56\x6b\x5a\x35\x4f\x4e\ -\x56\x5a\x65\x47\x33\x35\x71\x36\x61\x65\x66\x6a\x57\x38\x47\x46\ -\x37\x62\x6c\x73\x77\x2b\x33\x42\x77\x4a\x58\x77\x50\x36\x59\x65\ -\x41\x48\x37\x65\x6e\x73\x70\x38\x59\x7a\x56\x69\x52\x51\x20\x2f\ -\x33\x4e\x42\x33\x6a\x76\x38\x69\x46\x79\x54\x79\x6e\x65\x4e\x71\ -\x75\x76\x61\x56\x5a\x6f\x44\x67\x62\x41\x31\x2b\x6a\x78\x44\x45\ -\x70\x4c\x39\x54\x4a\x74\x65\x32\x2b\x4d\x54\x70\x32\x2f\x36\x6a\ -\x4a\x6d\x62\x48\x4d\x65\x73\x74\x61\x71\x72\x4e\x6d\x37\x59\x30\ -\x4e\x6d\x7a\x70\x61\x63\x64\x4d\x53\x73\x63\x20\x30\x5a\x64\x38\ -\x57\x2f\x70\x57\x6c\x67\x4b\x4d\x30\x78\x77\x4b\x4e\x61\x6e\x32\ -\x4c\x51\x4a\x7a\x71\x41\x70\x4c\x38\x4c\x6f\x7a\x52\x77\x63\x4e\ -\x75\x51\x31\x30\x4c\x63\x67\x6d\x50\x46\x33\x4f\x44\x44\x78\x78\ -\x63\x42\x30\x37\x52\x4d\x49\x71\x38\x41\x4c\x43\x49\x78\x62\x35\ 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-\x65\x32\x4a\x66\x70\x7a\x52\x6f\x50\x39\x47\x6c\x48\x63\x4f\x20\ -\x65\x64\x69\x74\x73\x74\x4c\x59\x31\x74\x57\x31\x71\x75\x78\x46\ -\x51\x78\x68\x66\x4c\x57\x47\x67\x2f\x6f\x63\x67\x48\x78\x76\x79\ -\x73\x4c\x57\x4f\x47\x38\x35\x6b\x56\x75\x66\x48\x4d\x39\x5a\x6b\ -\x30\x64\x72\x61\x57\x72\x31\x74\x30\x34\x59\x6b\x38\x46\x53\x56\ -\x71\x2b\x2f\x76\x63\x36\x51\x44\x36\x48\x4f\x4e\x20\x72\x32\x55\ -\x38\x78\x62\x55\x77\x73\x4f\x58\x36\x49\x73\x4d\x56\x2f\x61\x35\ -\x56\x63\x32\x79\x6d\x73\x37\x4e\x63\x71\x37\x4a\x4a\x70\x53\x6b\ -\x59\x2b\x43\x71\x69\x58\x33\x53\x63\x71\x72\x36\x44\x44\x7a\x6c\ -\x34\x35\x55\x47\x48\x4c\x46\x70\x58\x4e\x33\x64\x65\x33\x2f\x70\ -\x4e\x47\x37\x4c\x70\x52\x48\x70\x46\x20\x6f\x62\x4f\x7a\x73\x37\ -\x32\x39\x62\x5a\x4f\x4b\x62\x42\x4a\x56\x54\x31\x55\x4f\x30\x38\ -\x55\x77\x48\x7a\x56\x2b\x30\x43\x61\x38\x70\x65\x41\x43\x64\x69\ -\x79\x56\x4e\x67\x4a\x4c\x51\x5a\x65\x43\x50\x43\x74\x47\x58\x75\ -\x68\x54\x70\x36\x4d\x55\x65\x4d\x6f\x53\x69\x39\x55\x31\x4f\x4c\ -\x31\x56\x7a\x65\x72\x59\x20\x77\x31\x54\x6c\x53\x49\x48\x6a\x31\ -\x4e\x76\x4a\x41\x31\x69\x4a\x38\x6e\x76\x67\x47\x59\x53\x66\x41\ -\x54\x35\x56\x75\x53\x61\x5a\x79\x2b\x38\x55\x31\x46\x74\x62\x57\ -\x36\x75\x33\x62\x46\x69\x37\x74\x48\x51\x2f\x4b\x50\x6f\x7a\x49\ -\x33\x4b\x4e\x57\x73\x35\x43\x65\x42\x66\x65\x44\x47\x32\x4c\x77\ -\x46\x39\x41\x20\x6e\x72\x62\x43\x50\x33\x48\x73\x30\x67\x4d\x4f\ -\x6d\x4a\x63\x66\x53\x38\x42\x6f\x61\x57\x69\x6f\x4b\x7a\x70\x4f\ -\x55\x46\x54\x44\x34\x74\x69\x51\x57\x67\x6d\x57\x5a\x6c\x57\x4c\ -\x53\x76\x2f\x31\x36\x37\x65\x73\x5a\x30\x6b\x30\x49\x4f\x31\x49\ -\x44\x53\x79\x44\x52\x57\x70\x45\x43\x61\x76\x49\x6d\x61\x44\x48\ -\x20\x41\x67\x38\x6e\x73\x70\x32\x37\x2f\x51\x65\x34\x74\x4c\x48\ -\x31\x46\x4d\x4e\x6e\x2b\x4e\x74\x77\x4f\x53\x52\x56\x71\x46\x77\ -\x79\x31\x42\x51\x4a\x76\x45\x46\x55\x37\x68\x66\x6c\x78\x76\x5a\ -\x73\x37\x6b\x4a\x4b\x65\x64\x64\x34\x50\x42\x43\x52\x6f\x6e\x6b\ -\x53\x62\x36\x50\x42\x56\x65\x48\x63\x6a\x6c\x52\x32\x20\x75\x47\ -\x76\x70\x46\x42\x4d\x49\x42\x4b\x5a\x58\x34\x58\x59\x78\x58\x46\ -\x50\x33\x51\x43\x70\x66\x47\x50\x50\x79\x65\x31\x77\x42\x4b\x78\ -\x62\x79\x76\x31\x4c\x74\x7a\x6a\x37\x66\x70\x55\x45\x75\x53\x65\ -\x59\x4c\x65\x30\x79\x33\x30\x68\x77\x4e\x66\x77\x48\x56\x2f\x31\ -\x47\x66\x62\x5a\x59\x2b\x38\x77\x6c\x42\x20\x45\x6d\x32\x5a\x7a\ -\x4e\x57\x44\x7a\x32\x6b\x4b\x68\x51\x34\x44\x53\x47\x53\x7a\x46\ -\x55\x57\x75\x73\x55\x62\x2f\x4a\x53\x70\x38\x66\x65\x6a\x6a\x71\ -\x6a\x79\x56\x37\x69\x77\x63\x78\x2b\x35\x4a\x77\x4b\x65\x42\x61\ -\x53\x4c\x38\x30\x79\x72\x62\x78\x46\x73\x69\x4e\x4c\x41\x6a\x41\ -\x4a\x57\x6a\x70\x45\x69\x58\x20\x48\x47\x67\x62\x6f\x69\x75\x78\ -\x76\x41\x44\x4f\x53\x77\x42\x57\x62\x4e\x79\x49\x4e\x71\x4d\x53\ -\x78\x70\x73\x6c\x39\x2f\x2b\x33\x51\x79\x4b\x68\x62\x46\x56\x68\ -\x49\x37\x42\x42\x6b\x4b\x79\x71\x64\x6d\x42\x49\x47\x46\x64\x65\ -\x36\x4d\x6a\x6e\x30\x79\x33\x42\x59\x4d\x67\x56\x50\x52\x58\x30\ -\x56\x4c\x78\x64\x20\x70\x2f\x37\x69\x38\x2f\x57\x39\x61\x6c\x70\ -\x79\x5a\x56\x71\x64\x4e\x77\x66\x39\x4a\x31\x73\x78\x70\x56\x6d\ -\x58\x74\x6f\x48\x45\x38\x64\x78\x4c\x62\x78\x48\x30\x6a\x6c\x35\ -\x38\x66\x37\x62\x57\x53\x72\x56\x78\x44\x78\x58\x4d\x4b\x31\x53\ -\x49\x69\x52\x4c\x47\x43\x32\x59\x7a\x67\x56\x6c\x34\x63\x6f\x37\ -\x2b\x20\x7a\x2b\x70\x47\x37\x37\x58\x4b\x42\x6b\x48\x58\x71\x76\ -\x65\x61\x43\x36\x4b\x61\x52\x36\x52\x67\x73\x54\x6c\x31\x70\x48\ -\x76\x47\x6c\x6d\x4a\x6d\x61\x31\x58\x56\x58\x48\x56\x59\x70\x46\ -\x59\x50\x4d\x59\x5a\x46\x71\x6a\x54\x68\x37\x53\x70\x47\x32\x62\ -\x47\x7a\x32\x50\x2f\x65\x62\x51\x50\x6d\x41\x4c\x39\x4d\x20\x5a\ -\x44\x75\x48\x7a\x67\x4b\x6d\x46\x43\x2b\x33\x55\x2f\x39\x45\x47\ -\x61\x33\x6a\x6d\x48\x33\x61\x34\x76\x48\x34\x4c\x50\x71\x32\x33\ -\x77\x38\x63\x41\x33\x4a\x64\x52\x79\x62\x37\x51\x55\x72\x35\x72\ -\x6b\x67\x6b\x4d\x71\x64\x4b\x39\x55\x54\x72\x63\x31\x39\x49\x4a\ -\x48\x62\x64\x52\x47\x38\x69\x78\x41\x4c\x2b\x20\x43\x78\x52\x75\ -\x48\x76\x72\x34\x57\x47\x51\x61\x67\x78\x6d\x33\x76\x55\x77\x30\ -\x34\x4f\x39\x33\x74\x52\x77\x38\x7a\x4d\x70\x55\x76\x6d\x73\x52\ -\x65\x30\x68\x45\x32\x74\x4c\x51\x55\x4b\x66\x56\x76\x71\x77\x71\ -\x31\x33\x5a\x6b\x73\x68\x39\x6e\x68\x35\x4f\x41\x45\x34\x2b\x47\ -\x33\x69\x7a\x77\x53\x5a\x51\x54\x20\x67\x59\x66\x61\x30\x39\x6d\ -\x4b\x32\x71\x6f\x6c\x53\x36\x68\x61\x33\x65\x58\x2f\x4a\x38\x72\ -\x69\x34\x55\x66\x6c\x63\x36\x6c\x38\x31\x37\x65\x6e\x34\x6a\x55\ -\x4d\x70\x69\x6e\x55\x2b\x47\x65\x38\x74\x75\x71\x72\x67\x42\x64\ -\x46\x70\x52\x30\x68\x62\x57\x47\x4e\x45\x64\x75\x6e\x56\x6a\x59\ -\x6a\x54\x41\x4f\x32\x20\x69\x49\x68\x72\x73\x54\x57\x69\x78\x68\ -\x48\x56\x65\x67\x7a\x31\x71\x73\x78\x58\x69\x49\x75\x58\x63\x42\ -\x2b\x38\x68\x56\x39\x45\x79\x53\x4a\x6b\x45\x46\x32\x50\x79\x67\ -\x61\x38\x34\x4e\x48\x50\x64\x49\x57\x35\x70\x5a\x33\x49\x52\x6b\ -\x6f\x35\x6e\x64\x4b\x78\x74\x58\x67\x36\x72\x4d\x65\x73\x36\x71\ -\x4d\x2b\x20\x61\x35\x36\x7a\x58\x6d\x42\x46\x68\x65\x38\x6e\x4d\ -\x35\x30\x6a\x32\x70\x50\x73\x4d\x4d\x76\x44\x69\x75\x6a\x48\x73\ -\x63\x36\x44\x69\x44\x30\x61\x34\x54\x56\x57\x4f\x56\x36\x38\x7a\ -\x35\x4f\x44\x74\x33\x54\x72\x41\x73\x30\x49\x35\x42\x58\x57\x41\ -\x4b\x34\x49\x57\x79\x79\x6f\x36\x45\x36\x36\x71\x67\x4d\x45\x20\ -\x35\x71\x70\x33\x72\x33\x50\x78\x4e\x47\x56\x44\x42\x61\x52\x72\ -\x67\x54\x53\x69\x47\x5a\x51\x6b\x51\x68\x6f\x64\x62\x4e\x32\x73\ -\x73\x78\x51\x6a\x52\x72\x53\x6f\x33\x6c\x4c\x6c\x69\x44\x31\x68\ -\x36\x44\x65\x53\x7a\x68\x46\x49\x62\x2b\x6d\x7a\x72\x57\x4d\x74\ -\x65\x57\x73\x4f\x42\x38\x35\x58\x35\x46\x63\x41\x20\x4b\x6e\x70\ -\x56\x49\x70\x32\x2f\x69\x44\x33\x30\x6e\x52\x78\x4b\x4e\x4f\x68\ -\x2f\x75\x50\x51\x64\x48\x4d\x78\x36\x31\x31\x51\x46\x78\x72\x4d\ -\x38\x48\x58\x66\x41\x47\x6d\x6b\x47\x59\x74\x57\x63\x4d\x4e\x6d\ -\x47\x38\x2b\x4f\x68\x4f\x52\x4b\x36\x48\x50\x69\x30\x75\x74\x70\ -\x61\x44\x57\x76\x36\x48\x48\x6b\x2f\x20\x79\x73\x63\x51\x49\x67\ -\x6f\x39\x67\x74\x7a\x6f\x47\x76\x63\x48\x59\x30\x6e\x43\x6c\x33\ -\x51\x77\x66\x32\x58\x34\x2b\x37\x4d\x4e\x4e\x55\x65\x6d\x4f\x71\ -\x64\x32\x75\x37\x73\x70\x46\x4c\x67\x62\x39\x45\x33\x41\x55\x6b\ -\x54\x54\x67\x67\x54\x56\x45\x6b\x51\x71\x6d\x76\x34\x44\x39\x49\ -\x4b\x73\x55\x54\x51\x68\x20\x6b\x45\x43\x6c\x51\x34\x33\x74\x51\ -\x45\x6e\x69\x49\x78\x6c\x4c\x64\x6d\x55\x66\x48\x6f\x66\x62\x61\ -\x30\x74\x4c\x53\x34\x32\x37\x5a\x55\x74\x4d\x6a\x43\x36\x32\x77\ -\x68\x4b\x78\x48\x49\x58\x49\x4d\x63\x4d\x44\x67\x2f\x4f\x4b\x53\ -\x6a\x50\x58\x57\x44\x68\x77\x6e\x71\x6a\x32\x37\x33\x79\x56\x61\ -\x67\x30\x52\x20\x49\x43\x30\x71\x44\x31\x6e\x30\x53\x55\x66\x6c\ -\x32\x64\x71\x2b\x76\x6d\x64\x48\x73\x77\x61\x71\x78\x45\x48\x7a\ -\x35\x38\x38\x73\x54\x6e\x4f\x69\x61\x6f\x6d\x70\x6b\x61\x67\x6f\ -\x45\x56\x57\x69\x70\x57\x56\x69\x46\x47\x51\x36\x35\x63\x74\x43\ -\x4e\x71\x4f\x73\x52\x6f\x69\x68\x46\x4f\x59\x32\x64\x49\x5a\x33\ -\x20\x56\x33\x50\x64\x63\x45\x50\x44\x30\x63\x62\x6f\x59\x77\x7a\ -\x58\x73\x4b\x6c\x42\x54\x30\x33\x6b\x75\x2b\x38\x66\x34\x31\x41\ -\x53\x44\x77\x65\x66\x77\x64\x74\x38\x57\x51\x55\x63\x4c\x66\x44\ -\x64\x39\x6b\x78\x75\x6a\x7a\x65\x4e\x6a\x54\x59\x32\x48\x6f\x7a\ -\x59\x35\x51\x7a\x37\x50\x75\x6e\x56\x71\x58\x7a\x33\x20\x30\x42\ -\x52\x54\x52\x63\x59\x64\x73\x4a\x6f\x44\x67\x58\x41\x52\x4e\x38\ -\x6b\x51\x74\x62\x57\x6f\x33\x4a\x44\x73\x37\x4e\x70\x6a\x64\x73\ -\x48\x61\x36\x45\x4d\x41\x41\x43\x41\x41\x53\x55\x52\x42\x56\x43\ -\x4b\x48\x2b\x66\x30\x48\x39\x4e\x52\x55\x4a\x66\x46\x71\x30\x59\ -\x4a\x34\x65\x61\x69\x4d\x77\x6f\x39\x36\x20\x4c\x64\x64\x6d\x73\ -\x39\x6d\x31\x34\x78\x6b\x76\x30\x75\x6a\x2f\x63\x62\x6c\x69\x7a\ -\x61\x6c\x65\x47\x70\x34\x45\x76\x6c\x53\x6f\x73\x52\x31\x50\x4a\ -\x33\x55\x56\x78\x74\x79\x4e\x61\x37\x30\x76\x6d\x55\x67\x4e\x4d\ -\x42\x32\x6b\x52\x67\x65\x70\x77\x6f\x33\x59\x54\x61\x71\x79\x63\ -\x58\x42\x72\x2b\x49\x6d\x69\x20\x68\x67\x4e\x45\x70\x56\x71\x52\ -\x57\x73\x71\x34\x63\x78\x68\x56\x59\x77\x30\x7a\x6a\x64\x55\x6d\ -\x46\x54\x6b\x66\x57\x4a\x2f\x49\x64\x73\x36\x6c\x77\x69\x39\x35\ -\x4e\x44\x71\x2f\x30\x62\x68\x56\x65\x51\x42\x6a\x6a\x44\x33\x75\ -\x75\x4f\x50\x2b\x46\x51\x6d\x48\x56\x31\x62\x58\x31\x4b\x62\x37\ -\x69\x72\x31\x6a\x20\x54\x6d\x36\x76\x57\x37\x4f\x75\x42\x30\x43\ -\x74\x31\x54\x58\x72\x31\x2b\x78\x6b\x48\x43\x68\x57\x74\x4b\x73\ -\x7a\x50\x79\x61\x48\x43\x42\x65\x58\x62\x47\x62\x49\x75\x57\x49\ -\x4f\x42\x4c\x30\x57\x4c\x37\x66\x2f\x6c\x59\x35\x73\x2f\x73\x74\ -\x6a\x76\x61\x2b\x4a\x45\x67\x71\x46\x70\x6a\x6d\x32\x37\x78\x39\ -\x34\x20\x71\x76\x79\x68\x58\x4a\x66\x4b\x46\x7a\x34\x77\x32\x68\ -\x6a\x39\x58\x62\x45\x64\x74\x2f\x63\x6b\x52\x58\x34\x4c\x2b\x6a\ -\x36\x71\x61\x75\x2b\x51\x76\x75\x33\x33\x4b\x52\x79\x72\x38\x4c\ -\x2b\x4a\x54\x4b\x37\x63\x37\x47\x32\x33\x45\x51\x6e\x36\x76\x79\ -\x2f\x4b\x73\x41\x30\x77\x45\x58\x74\x45\x4d\x72\x64\x71\x20\x58\ -\x4f\x4c\x56\x69\x54\x6d\x4f\x65\x6d\x33\x66\x68\x79\x36\x74\x74\ -\x6c\x52\x74\x36\x32\x75\x63\x69\x6c\x35\x6b\x59\x36\x55\x35\x48\ -\x50\x78\x66\x52\x4c\x34\x41\x38\x6b\x2b\x55\x62\x38\x32\x75\x72\ -\x37\x39\x6a\x73\x4f\x33\x72\x51\x65\x46\x77\x6f\x43\x6a\x36\x4f\ -\x56\x51\x65\x62\x73\x39\x6b\x68\x6a\x6b\x34\x20\x44\x69\x59\x53\ -\x69\x63\x79\x52\x34\x76\x59\x58\x4b\x4e\x66\x4b\x53\x4c\x6b\x30\ -\x31\x56\x6b\x59\x4e\x73\x75\x63\x44\x4a\x72\x43\x44\x52\x39\x44\ -\x35\x59\x64\x54\x4d\x66\x59\x6b\x30\x79\x38\x4f\x33\x64\x53\x48\ -\x34\x36\x38\x30\x72\x57\x39\x71\x62\x49\x7a\x69\x6b\x4e\x78\x74\ -\x64\x7a\x59\x4a\x69\x50\x42\x66\x20\x48\x5a\x6e\x4f\x4b\x62\x57\ -\x62\x69\x54\x51\x32\x58\x43\x4f\x69\x48\x78\x35\x2b\x52\x4c\x4e\ -\x4f\x62\x64\x2f\x69\x73\x51\x67\x70\x6d\x38\x50\x42\x78\x39\x55\ -\x54\x6d\x52\x59\x42\x6e\x79\x67\x33\x71\x70\x48\x6e\x42\x64\x61\ -\x71\x36\x74\x65\x41\x4f\x68\x45\x2b\x33\x4a\x37\x4f\x2f\x64\x2b\ -\x6b\x76\x34\x41\x78\x20\x55\x41\x72\x4b\x4f\x62\x7a\x38\x34\x47\ -\x44\x2b\x6e\x73\x6f\x58\x4b\x6e\x6e\x41\x6c\x32\x56\x43\x62\x62\ -\x35\x55\x39\x41\x5a\x52\x47\x52\x71\x77\x70\x76\x66\x57\x56\x72\ -\x30\x48\x75\x47\x6f\x69\x59\x30\x34\x4b\x31\x63\x57\x72\x74\x4b\ -\x2f\x71\x59\x6c\x46\x39\x72\x44\x32\x54\x76\x59\x57\x4d\x31\x7a\ -\x57\x37\x20\x31\x44\x62\x71\x38\x30\x58\x30\x51\x38\x41\x30\x73\ -\x45\x58\x4b\x57\x4d\x34\x4f\x4a\x70\x31\x4f\x72\x34\x73\x45\x47\ -\x7a\x34\x70\x71\x73\x50\x31\x4f\x4d\x4a\x58\x6f\x6f\x48\x36\x68\ -\x31\x50\x35\x37\x75\x46\x4f\x44\x37\x76\x41\x77\x6b\x42\x67\x66\ -\x70\x2f\x61\x44\x77\x45\x64\x67\x78\x34\x75\x41\x70\x73\x6d\x20\ -\x38\x33\x6c\x32\x49\x48\x30\x44\x37\x67\x7a\x6a\x51\x54\x6d\x4b\ -\x48\x55\x75\x72\x6d\x56\x57\x34\x4e\x79\x34\x4d\x42\x44\x35\x63\ -\x74\x70\x4e\x50\x71\x4f\x45\x59\x45\x61\x37\x52\x6e\x65\x5a\x66\ -\x51\x32\x6f\x6c\x52\x32\x63\x61\x57\x6c\x47\x4e\x50\x79\x71\x4b\ -\x62\x42\x44\x52\x4d\x51\x73\x6c\x46\x55\x35\x72\x20\x44\x67\x53\ -\x65\x62\x4d\x2f\x6e\x2f\x37\x59\x72\x7a\x7a\x73\x53\x6e\x6b\x43\ -\x30\x58\x4c\x41\x43\x72\x50\x6e\x51\x57\x49\x4c\x56\x77\x6b\x42\ -\x67\x66\x6c\x47\x30\x48\x52\x55\x58\x7a\x36\x4b\x6e\x55\x59\x56\ -\x33\x6f\x62\x72\x54\x64\x46\x64\x56\x39\x31\x69\x66\x41\x70\x38\ -\x57\x7a\x39\x50\x68\x77\x51\x6f\x52\x20\x76\x57\x34\x69\x34\x30\ -\x31\x6f\x68\x6c\x57\x4b\x6d\x6d\x6d\x47\x4b\x31\x62\x62\x55\x76\ -\x6e\x43\x62\x6c\x66\x51\x44\x71\x59\x35\x47\x76\x77\x61\x4b\x70\ -\x39\x56\x79\x32\x4b\x74\x71\x74\x6f\x6f\x74\x76\x6a\x66\x34\x6e\ -\x56\x4b\x6e\x71\x62\x77\x43\x4a\x68\x4c\x4f\x39\x4c\x70\x63\x6e\ -\x56\x61\x5a\x52\x6c\x42\x20\x4f\x77\x4b\x51\x64\x6b\x33\x56\x45\ -\x65\x4e\x64\x61\x72\x34\x63\x38\x4a\x5a\x34\x31\x64\x65\x43\x44\ -\x71\x34\x69\x4b\x4f\x49\x31\x69\x50\x43\x30\x54\x79\x6f\x4f\x36\ -\x45\x4c\x64\x57\x51\x53\x35\x52\x5a\x56\x50\x4a\x33\x4f\x64\x65\ -\x2b\x54\x58\x66\x6d\x2b\x68\x4b\x64\x52\x77\x6a\x4c\x58\x36\x5a\ -\x38\x6f\x58\x20\x65\x31\x2b\x56\x79\x68\x66\x4b\x61\x62\x46\x47\ -\x70\x62\x57\x31\x74\x62\x70\x76\x30\x36\x61\x51\x36\x37\x70\x52\ -\x44\x46\x45\x56\x69\x61\x46\x61\x48\x38\x6e\x6b\x50\x76\x6e\x77\ -\x4f\x44\x74\x56\x54\x52\x49\x53\x44\x66\x6a\x37\x58\x53\x4d\x47\ -\x30\x31\x4f\x31\x72\x53\x38\x77\x6b\x64\x58\x59\x68\x4c\x76\x6d\ -\x20\x78\x41\x4c\x31\x6c\x79\x73\x79\x72\x50\x4f\x77\x77\x46\x6e\ -\x4a\x66\x47\x47\x50\x64\x53\x43\x4a\x52\x43\x4a\x7a\x71\x72\x44\ -\x74\x65\x4f\x55\x6a\x59\x62\x77\x50\x78\x58\x71\x67\x31\x71\x66\ -\x53\x76\x4b\x4b\x43\x39\x71\x67\x63\x42\x38\x32\x66\x50\x33\x4e\ -\x62\x74\x66\x4e\x50\x64\x76\x52\x42\x48\x4b\x42\x6b\x20\x55\x33\ -\x73\x32\x65\x38\x6c\x4f\x7a\x47\x35\x47\x6d\x6f\x49\x4e\x62\x2f\ -\x57\x57\x34\x4c\x78\x69\x6c\x48\x4e\x37\x45\x66\x6d\x56\x57\x50\ -\x6c\x36\x52\x79\x36\x33\x63\x6e\x66\x63\x33\x4e\x36\x4b\x31\x31\ -\x2f\x51\x65\x61\x4a\x55\x77\x37\x6b\x54\x49\x6a\x78\x39\x77\x4f\ -\x7a\x35\x78\x34\x2b\x6d\x51\x51\x73\x45\x20\x41\x74\x4f\x6e\x2b\ -\x2b\x51\x47\x52\x4c\x38\x2b\x51\x76\x75\x7a\x76\x59\x4a\x59\x59\ -\x2f\x30\x70\x4b\x6c\x4b\x75\x6a\x76\x66\x61\x56\x4c\x37\x77\x6f\ -\x59\x6d\x4d\x4f\x65\x47\x41\x56\x52\x4a\x5a\x74\x6a\x4e\x6b\x57\ -\x61\x6c\x77\x66\x7a\x70\x66\x4f\x47\x57\x69\x34\x30\x34\x47\x4c\ -\x5a\x48\x67\x4a\x59\x70\x38\x20\x48\x63\x2f\x33\x2f\x52\x49\x70\ -\x36\x74\x50\x57\x6b\x52\x64\x52\x66\x69\x33\x49\x41\x34\x69\x74\ -\x62\x6b\x2f\x6e\x78\x74\x77\x64\x70\x37\x53\x54\x38\x79\x67\x37\ -\x61\x33\x64\x4b\x37\x42\x36\x70\x77\x31\x36\x4d\x78\x4d\x4d\x4e\ -\x52\x79\x6d\x63\x69\x71\x56\x56\x78\x64\x52\x42\x79\x55\x39\x4c\ -\x53\x53\x50\x36\x20\x4f\x46\x58\x75\x6e\x2f\x59\x56\x54\x2f\x71\ -\x70\x70\x4b\x57\x6c\x70\x61\x5a\x76\x79\x36\x61\x2f\x41\x4b\x38\ -\x73\x63\x33\x67\x39\x4c\x6b\x65\x4f\x4a\x68\x41\x46\x61\x49\x6b\ -\x45\x7a\x31\x47\x34\x44\x53\x69\x71\x63\x4b\x55\x61\x2f\x59\x6c\ -\x71\x64\x57\x47\x38\x51\x75\x6d\x70\x5a\x71\x54\x6d\x47\x51\x62\ -\x6e\x20\x6b\x49\x6b\x32\x56\x64\x32\x6c\x52\x71\x71\x78\x67\x50\ -\x38\x57\x68\x61\x46\x64\x5a\x31\x57\x74\x4c\x45\x35\x33\x64\x54\ -\x32\x2f\x4b\x32\x50\x76\x43\x74\x36\x4f\x6f\x61\x39\x64\x6b\x4b\ -\x66\x62\x30\x74\x6b\x7a\x41\x41\x61\x56\x37\x4b\x42\x77\x66\x30\ -\x63\x36\x4f\x36\x36\x67\x47\x67\x6b\x30\x66\x45\x37\x51\x20\x79\ -\x38\x73\x63\x63\x6b\x58\x74\x6d\x30\x5a\x72\x5a\x72\x6d\x66\x2f\ -\x59\x78\x63\x2b\x6f\x55\x4b\x2b\x70\x5a\x6b\x76\x72\x74\x69\x58\ -\x6e\x55\x77\x4c\x5a\x48\x51\x4f\x78\x58\x39\x44\x6a\x74\x76\x43\ -\x69\x6e\x65\x61\x6d\x49\x64\x30\x46\x6d\x37\x74\x66\x66\x55\x58\ -\x5a\x47\x4a\x37\x41\x71\x37\x30\x6a\x79\x6a\x20\x45\x71\x4d\x32\ -\x6f\x61\x69\x49\x38\x50\x31\x79\x6a\x34\x72\x52\x50\x61\x72\x39\ -\x65\x4c\x5a\x51\x36\x42\x46\x76\x71\x66\x4a\x63\x4e\x42\x70\x74\ -\x62\x41\x36\x48\x62\x6d\x64\x51\x67\x6c\x4f\x55\x63\x54\x64\x49\ -\x53\x4f\x65\x37\x76\x69\x33\x77\x70\x7a\x4b\x48\x48\x42\x58\x7a\ -\x36\x31\x43\x6f\x62\x6d\x68\x6a\x20\x31\x76\x33\x73\x5a\x34\x42\ -\x49\x6f\x2f\x2b\x69\x45\x59\x49\x56\x77\x43\x61\x72\x54\x6d\x59\ -\x38\x34\x37\x57\x6c\x73\x7a\x65\x35\x70\x75\x70\x77\x53\x68\x73\ -\x30\x69\x74\x77\x50\x38\x69\x6a\x43\x4b\x70\x44\x35\x69\x6f\x37\ -\x61\x37\x6f\x37\x4b\x44\x55\x39\x33\x43\x63\x58\x38\x64\x37\x6e\ -\x48\x6a\x62\x42\x4c\x20\x46\x54\x47\x37\x33\x4b\x6f\x2b\x47\x76\ -\x41\x2f\x7a\x6e\x44\x76\x6e\x69\x49\x75\x43\x38\x63\x79\x76\x52\ -\x30\x50\x6b\x55\x68\x6b\x6a\x72\x48\x62\x46\x37\x71\x75\x71\x52\ -\x36\x72\x53\x44\x55\x65\x43\x66\x31\x46\x34\x41\x54\x67\x48\x6f\ -\x48\x6e\x46\x50\x35\x62\x56\x44\x34\x32\x74\x48\x52\x6e\x4c\x49\ -\x7a\x55\x20\x67\x4c\x58\x45\x69\x31\x76\x36\x37\x4e\x46\x54\x30\ -\x59\x68\x6a\x50\x2f\x73\x2b\x70\x55\x54\x37\x37\x2f\x43\x61\x66\ -\x70\x53\x6a\x42\x39\x58\x33\x70\x44\x71\x37\x78\x32\x7a\x76\x44\ -\x52\x43\x50\x42\x46\x38\x6e\x38\x41\x42\x77\x51\x33\x73\x36\x4e\ -\x32\x59\x64\x35\x4a\x49\x6c\x56\x4b\x33\x70\x39\x50\x39\x44\x20\ -\x76\x5a\x54\x4f\x34\x36\x6f\x38\x6f\x5a\x62\x48\x4d\x34\x58\x43\ -\x38\x2b\x7a\x69\x70\x74\x6e\x49\x39\x73\x37\x79\x61\x43\x72\x66\ -\x4e\x61\x77\x62\x2b\x48\x6a\x59\x35\x59\x41\x56\x43\x54\x61\x63\ -\x57\x32\x37\x72\x58\x34\x53\x66\x4a\x48\x4f\x46\x53\x6c\x30\x79\ -\x52\x6d\x54\x4a\x45\x71\x6f\x4b\x42\x66\x38\x69\x20\x78\x33\x4b\ -\x6f\x6f\x4b\x39\x51\x7a\x47\x47\x67\x72\x32\x44\x48\x48\x33\x74\ -\x4d\x42\x61\x45\x41\x7a\x5a\x48\x51\x67\x34\x68\x32\x43\x31\x7a\ -\x5a\x6c\x73\x6f\x39\x33\x68\x4b\x4a\x74\x4c\x61\x6c\x30\x38\x38\ -\x7a\x6a\x6b\x52\x35\x71\x64\x62\x72\x43\x70\x43\x52\x48\x52\x75\ -\x45\x35\x2f\x72\x55\x65\x57\x32\x2b\x20\x7a\x4e\x62\x2b\x66\x76\ -\x59\x44\x45\x41\x77\x47\x51\x7a\x35\x31\x37\x79\x72\x35\x69\x70\ -\x56\x44\x52\x62\x6b\x30\x32\x56\x6e\x34\x4a\x75\x50\x34\x66\x44\ -\x5a\x48\x67\x72\x38\x48\x54\x72\x66\x6f\x47\x78\x50\x70\x66\x4c\ -\x6c\x56\x77\x44\x43\x69\x67\x66\x72\x50\x67\x4a\x54\x4c\x76\x57\ -\x34\x41\x6e\x68\x62\x6b\x20\x4d\x62\x55\x38\x34\x66\x70\x38\x54\ -\x34\x35\x33\x4a\x7a\x77\x61\x38\x4e\x2b\x45\x5a\x35\x32\x39\x45\ -\x78\x62\x65\x6e\x4d\x6b\x58\x37\x68\x72\x50\x57\x45\x50\x5a\x35\ -\x59\x41\x46\x2b\x4b\x49\x42\x66\x30\x6d\x5a\x76\x52\x4f\x39\x50\ -\x70\x79\x57\x39\x6e\x79\x2b\x34\x6c\x51\x33\x47\x41\x79\x47\x66\ -\x4b\x35\x37\x20\x71\x42\x6f\x4f\x45\x2f\x52\x51\x50\x4c\x66\x49\ -\x67\x34\x48\x52\x76\x4d\x62\x76\x53\x65\x55\x4c\x6f\x39\x5a\x38\ -\x4e\x59\x56\x43\x78\x78\x6a\x44\x59\x34\x41\x78\x52\x6f\x38\x63\ -\x72\x79\x31\x73\x49\x42\x43\x59\x58\x34\x56\x37\x4b\x7a\x73\x73\ -\x5a\x6f\x65\x68\x63\x4f\x66\x57\x50\x76\x76\x4f\x2f\x62\x4f\x72\ -\x20\x2f\x59\x79\x47\x33\x2b\x38\x2f\x6f\x4e\x59\x6e\x4e\x35\x54\ -\x7a\x61\x78\x39\x41\x75\x4b\x6c\x71\x32\x73\x77\x50\x6a\x4c\x56\ -\x7a\x54\x30\x75\x6b\x34\x52\x44\x46\x57\x51\x71\x6b\x74\x78\x62\ -\x31\x30\x48\x77\x2b\x76\x36\x58\x53\x2b\x64\x35\x4f\x70\x65\x39\ -\x46\x52\x72\x41\x78\x47\x6f\x49\x43\x4c\x79\x72\x36\x20\x4a\x43\ -\x71\x50\x71\x2b\x57\x78\x54\x4b\x48\x77\x41\x69\x4e\x55\x65\x6f\ -\x52\x43\x64\x51\x73\x63\x61\x35\x35\x6e\x75\x4d\x62\x7a\x2b\x56\ -\x53\x2b\x73\x4a\x68\x64\x33\x46\x47\x66\x6a\x49\x42\x46\x4c\x46\ -\x6a\x2f\x59\x56\x55\x70\x59\x2b\x4b\x33\x77\x30\x65\x71\x5a\x65\ -\x37\x63\x41\x2f\x75\x6d\x2b\x56\x72\x56\x20\x79\x71\x45\x69\x65\ -\x68\x67\x69\x69\x31\x45\x4f\x6f\x34\x79\x6f\x62\x4b\x77\x6f\x6e\ -\x4a\x6e\x4f\x46\x38\x6f\x31\x6b\x4e\x69\x4a\x70\x6b\x6a\x6b\x44\ -\x59\x37\x59\x79\x44\x61\x58\x6d\x38\x64\x54\x61\x42\x6b\x4b\x2b\ -\x51\x39\x31\x6c\x4e\x2b\x68\x78\x45\x65\x36\x42\x55\x48\x2b\x4e\ -\x35\x6e\x76\x2b\x6a\x4c\x2f\x20\x6e\x74\x4b\x47\x2f\x55\x77\x4d\ -\x69\x51\x62\x39\x58\x30\x4f\x35\x68\x4a\x47\x2f\x67\x34\x2f\x37\ -\x58\x4d\x34\x61\x71\x35\x74\x76\x63\x79\x52\x34\x44\x66\x43\x47\ -\x32\x71\x32\x39\x68\x34\x2b\x57\x75\x34\x6f\x46\x2f\x4c\x63\x71\ -\x76\x47\x32\x63\x39\x7a\x79\x59\x54\x63\x43\x54\x49\x49\x38\x6a\ -\x50\x46\x6e\x6c\x20\x38\x6c\x53\x2f\x6e\x31\x55\x6b\x55\x48\x2b\ -\x39\x49\x4d\x4f\x57\x70\x69\x4a\x79\x59\x54\x4c\x58\x64\x66\x30\ -\x75\x50\x4b\x63\x33\x7a\x71\x34\x4f\x41\x41\x50\x6d\x66\x69\x2f\ -\x69\x57\x58\x63\x4d\x5a\x6a\x76\x4b\x67\x77\x69\x74\x37\x47\x77\ -\x63\x4e\x31\x6b\x6b\x58\x46\x50\x56\x4f\x68\x56\x6d\x5a\x4c\x46\ -\x41\x20\x2f\x56\x6d\x4b\x33\x4d\x6a\x49\x76\x30\x4b\x62\x55\x58\ -\x31\x33\x71\x72\x4e\x37\x44\x4c\x62\x47\x2b\x39\x6e\x50\x63\x4b\ -\x4b\x4e\x39\x65\x38\x6f\x39\x65\x6b\x62\x53\x63\x57\x66\x4e\x6b\ -\x62\x50\x47\x45\x76\x66\x7a\x2b\x5a\x6d\x66\x37\x33\x32\x4f\x51\ -\x73\x37\x30\x76\x6d\x4b\x6f\x75\x69\x52\x58\x44\x38\x6e\x20\x67\ -\x62\x54\x41\x30\x6c\x4c\x6e\x70\x79\x47\x7a\x4b\x31\x6d\x5a\x79\ -\x6e\x65\x31\x4d\x67\x6e\x69\x31\x55\x6e\x5a\x4a\x56\x69\x31\x61\ -\x70\x55\x37\x5a\x2b\x62\x4d\x6a\x51\x7a\x76\x6f\x75\x78\x44\x57\ -\x4d\x41\x49\x6a\x52\x4d\x6e\x67\x54\x6e\x47\x36\x72\x51\x4e\x6d\ -\x7a\x65\x50\x74\x61\x4a\x39\x4c\x45\x67\x30\x20\x57\x50\x39\x46\ -\x6b\x42\x38\x7a\x73\x76\x39\x55\x75\x33\x56\x35\x51\x37\x71\x72\ -\x2b\x35\x46\x4a\x66\x4e\x37\x39\x2f\x4a\x75\x78\x59\x58\x50\x50\ -\x73\x74\x6b\x48\x48\x76\x41\x51\x79\x4f\x6d\x55\x2f\x32\x47\x63\ -\x70\x53\x72\x76\x6d\x6a\x56\x7a\x78\x6e\x4d\x62\x4e\x76\x56\x55\ -\x46\x4e\x79\x75\x57\x39\x66\x54\x20\x73\x32\x37\x44\x70\x6f\x70\ -\x64\x6b\x77\x2b\x61\x50\x33\x39\x6d\x6e\x79\x50\x33\x69\x75\x63\ -\x78\x4e\x74\x6e\x4d\x77\x6d\x73\x67\x4d\x6b\x78\x35\x49\x50\x43\ -\x4a\x39\x5a\x74\x36\x4a\x71\x58\x5a\x38\x71\x52\x74\x61\x36\x37\ -\x66\x74\x50\x6d\x35\x32\x54\x4d\x50\x4f\x41\x39\x6b\x61\x4c\x6e\ -\x4f\x4c\x67\x2b\x74\x20\x36\x46\x4f\x43\x50\x49\x43\x6e\x71\x4e\ -\x37\x35\x44\x52\x47\x4f\x6d\x54\x56\x7a\x2b\x6b\x4d\x62\x4e\x6d\ -\x32\x70\x2b\x4d\x63\x61\x43\x33\x56\x31\x64\x54\x50\x71\x5a\x73\ -\x33\x34\x5a\x63\x6c\x56\x64\x61\x54\x5a\x35\x77\x4f\x75\x71\x54\ -\x6f\x6c\x32\x39\x6b\x35\x55\x6a\x66\x73\x2f\x65\x78\x6e\x7a\x47\ -\x7a\x59\x20\x31\x4a\x4f\x64\x4e\x33\x50\x57\x62\x53\x57\x2f\x73\ -\x48\x4c\x74\x78\x36\x6f\x46\x7a\x70\x73\x7a\x59\x30\x62\x66\x2b\ -\x73\x30\x39\x75\x31\x54\x58\x4f\x47\x50\x32\x7a\x4f\x38\x4b\x6c\ -\x48\x50\x33\x58\x41\x72\x36\x56\x6c\x55\x65\x46\x70\x45\x38\x58\ -\x6c\x77\x59\x71\x66\x2f\x6c\x75\x42\x42\x59\x6c\x73\x77\x58\x20\ -\x50\x73\x45\x6b\x70\x55\x77\x6d\x5a\x55\x6e\x59\x54\x79\x7a\x67\ -\x50\x31\x2f\x68\x56\x78\x4f\x38\x76\x41\x69\x73\x56\x46\x68\x6d\ -\x6c\x4b\x58\x57\x73\x4d\x79\x6e\x7a\x72\x4d\x64\x2b\x66\x78\x41\ -\x49\x49\x6f\x45\x2f\x56\x38\x58\x62\x39\x32\x2f\x45\x77\x49\x76\ -\x46\x55\x33\x56\x4b\x33\x5a\x6c\x61\x52\x68\x72\x20\x61\x49\x69\ -\x70\x30\x54\x75\x42\x77\x30\x59\x36\x52\x34\x55\x72\x30\x72\x6e\ -\x43\x5a\x39\x6b\x7a\x64\x56\x6e\x37\x65\x52\x6c\x54\x56\x31\x63\ -\x33\x59\x33\x71\x56\x75\x52\x45\x59\x55\x56\x51\x70\x63\x4f\x74\ -\x57\x6c\x2f\x63\x56\x43\x6f\x56\x78\x36\x77\x68\x4c\x48\x6d\x2b\ -\x50\x4d\x44\x77\x49\x6c\x62\x58\x2f\x20\x44\x67\x51\x43\x30\x78\ -\x33\x56\x4a\x53\x4a\x36\x6e\x4b\x43\x76\x78\x4f\x74\x75\x4e\x47\ -\x6f\x2f\x78\x7a\x4c\x33\x50\x4b\x6d\x6c\x65\x70\x4d\x61\x73\x41\ -\x41\x54\x43\x2f\x69\x66\x55\x57\x2b\x6e\x72\x78\x4c\x64\x77\x4c\ -\x4f\x6f\x50\x43\x75\x47\x5a\x61\x72\x6d\x32\x61\x72\x70\x30\x35\ -\x65\x50\x74\x69\x73\x53\x20\x69\x38\x56\x71\x74\x58\x66\x72\x76\ -\x78\x6a\x6d\x65\x41\x6f\x6f\x33\x30\x39\x31\x46\x6b\x5a\x30\x76\ -\x61\x78\x45\x4e\x4e\x6a\x77\x57\x6c\x52\x76\x5a\x58\x67\x78\x64\ -\x7a\x2f\x62\x52\x4f\x54\x44\x79\x56\x7a\x58\x4c\x79\x59\x79\x2f\ -\x6e\x37\x32\x4d\x30\x5a\x4d\x4a\x4f\x43\x2f\x54\x4f\x44\x7a\x46\ -\x63\x35\x5a\x20\x4b\x6c\x62\x4f\x53\x6e\x5a\x31\x4a\x63\x63\x36\ -\x36\x45\x48\x7a\x35\x38\x2f\x63\x56\x75\x4d\x38\x55\x33\x37\x7a\ -\x53\x4c\x36\x54\x79\x6e\x64\x39\x64\x69\x7a\x6a\x4e\x44\x55\x32\ -\x52\x6c\x58\x73\x63\x58\x67\x2b\x57\x36\x38\x45\x6a\x71\x54\x43\ -\x62\x72\x34\x49\x54\x79\x64\x7a\x68\x56\x63\x79\x69\x52\x74\x53\ -\x20\x6b\x78\x32\x77\x2b\x70\x50\x56\x2f\x59\x6e\x6f\x58\x70\x44\ -\x6c\x6f\x69\x78\x54\x59\x35\x39\x56\x35\x56\x6d\x6e\x79\x4c\x4f\ -\x4a\x37\x6f\x6e\x58\x6c\x55\x57\x44\x39\x61\x39\x43\x35\x61\x38\ -\x4d\x58\x38\x34\x71\x56\x6b\x35\x50\x64\x58\x55\x4e\x61\x30\x56\ -\x57\x63\x62\x78\x41\x77\x38\x64\x41\x72\x32\x42\x6b\x20\x71\x35\ -\x32\x63\x4d\x66\x4b\x57\x52\x4c\x62\x72\x71\x59\x6e\x63\x37\x33\ -\x37\x32\x4d\x31\x34\x69\x6a\x66\x58\x76\x45\x70\x46\x72\x47\x54\ -\x6d\x48\x75\x6b\x62\x68\x2f\x48\x53\x2b\x4d\x4b\x79\x44\x63\x74\ -\x6e\x78\x52\x74\x69\x35\x41\x39\x72\x37\x63\x41\x34\x62\x54\x51\ -\x59\x78\x45\x70\x35\x72\x53\x2b\x38\x52\x20\x43\x4b\x2f\x43\x63\ -\x69\x77\x69\x72\x32\x4b\x51\x4f\x34\x65\x6f\x6e\x70\x72\x73\x37\ -\x50\x37\x6a\x52\x4d\x59\x65\x69\x55\x6b\x50\x57\x49\x42\x45\x47\ -\x2b\x76\x50\x56\x6a\x55\x72\x30\x6c\x31\x64\x4b\x35\x69\x43\x35\ -\x56\x4d\x73\x36\x4c\x39\x43\x6c\x59\x76\x4b\x48\x4f\x71\x6d\x79\ -\x6a\x30\x38\x6c\x56\x72\x64\x20\x4f\x64\x6f\x59\x70\x55\x4c\x55\ -\x48\x77\x4b\x56\x58\x42\x30\x66\x70\x38\x70\x39\x36\x31\x6a\x47\ -\x32\x38\x39\x2b\x4a\x70\x4e\x6f\x6f\x50\x34\x34\x6b\x4e\x38\x77\ -\x73\x6a\x4c\x65\x56\x65\x54\x53\x64\x4c\x37\x72\x57\x31\x53\x59\ -\x77\x56\x52\x6f\x7a\x4f\x71\x4b\x6c\x64\x63\x6c\x75\x37\x72\x2b\ -\x4d\x68\x6e\x33\x20\x32\x30\x39\x7a\x49\x42\x44\x75\x45\x33\x73\ -\x73\x53\x6a\x79\x64\x37\x79\x70\x58\x65\x37\x74\x4c\x54\x45\x58\ -\x41\x6d\x6e\x4c\x38\x66\x76\x38\x42\x74\x51\x35\x4c\x38\x62\x72\ -\x2b\x44\x75\x57\x68\x56\x4c\x37\x77\x52\x69\x70\x59\x47\x44\x66\ -\x56\x31\x2f\x75\x74\x54\x2b\x34\x41\x6a\x71\x76\x77\x4e\x44\x2b\ -\x76\x20\x6d\x6a\x37\x7a\x49\x32\x4d\x56\x37\x2b\x31\x6e\x50\x35\ -\x4e\x4e\x53\x65\x44\x35\x4f\x37\x78\x2b\x6b\x75\x55\x52\x75\x62\ -\x31\x32\x65\x2f\x48\x43\x2f\x6d\x61\x33\x67\x79\x6e\x5a\x6d\x53\ -\x2b\x6c\x72\x4e\x5a\x52\x76\x35\x33\x4b\x64\x77\x2b\x7a\x68\x39\ -\x72\x62\x32\x65\x56\x64\x67\x44\x31\x42\x6f\x56\x44\x6f\x20\x4d\ -\x55\x62\x65\x44\x70\x54\x7a\x44\x54\x6f\x35\x45\x71\x69\x2f\x64\ -\x4b\x52\x72\x77\x34\x32\x4e\x52\x31\x6b\x66\x66\x32\x66\x6b\x59\ -\x46\x56\x55\x2b\x47\x51\x71\x58\x33\x6a\x66\x2f\x6d\x43\x31\x6e\ -\x7a\x31\x4a\x4e\x72\x73\x6d\x4a\x39\x58\x54\x58\x6f\x4e\x77\x30\ -\x34\x67\x6e\x71\x62\x35\x31\x57\x37\x58\x7a\x20\x5a\x46\x4d\x67\ -\x63\x4e\x43\x51\x49\x30\x35\x52\x33\x42\x73\x70\x4c\x38\x78\x65\ -\x4f\x6d\x4e\x4f\x33\x52\x63\x6d\x38\x31\x35\x33\x46\x2f\x76\x6b\ -\x44\x4b\x75\x66\x61\x4c\x44\x2b\x30\x36\x68\x38\x74\x38\x77\x68\ -\x74\x58\x44\x57\x30\x4c\x71\x6c\x61\x4d\x44\x2f\x64\x75\x41\x36\ -\x52\x68\x62\x71\x72\x55\x62\x6b\x20\x33\x46\x53\x75\x36\x38\x2b\ -\x54\x66\x61\x39\x37\x4b\x55\x36\x73\x72\x71\x36\x75\x57\x47\x50\ -\x71\x48\x4b\x55\x4f\x70\x55\x47\x56\x4f\x6f\x48\x35\x43\x41\x30\ -\x79\x30\x42\x4e\x51\x61\x33\x56\x48\x78\x35\x6b\x5a\x65\x50\x30\ -\x43\x79\x37\x6c\x6c\x56\x6d\x4c\x64\x6f\x50\x2b\x2f\x46\x63\x38\ -\x47\x5a\x61\x75\x69\x20\x50\x59\x4b\x73\x42\x64\x59\x71\x64\x42\ -\x75\x6c\x6f\x4f\x67\x71\x6a\x48\x54\x61\x49\x74\x33\x56\x30\x4e\ -\x31\x65\x4b\x4b\x7a\x69\x33\x37\x79\x53\x6f\x50\x52\x5a\x76\x35\ -\x79\x52\x63\x36\x30\x62\x42\x58\x31\x50\x76\x30\x56\x4e\x68\x55\ -\x4c\x39\x62\x64\x62\x6c\x36\x45\x79\x68\x38\x4e\x79\x55\x33\x65\ -\x77\x55\x20\x73\x6b\x38\x48\x4c\x44\x77\x4c\x31\x72\x75\x42\x30\ -\x38\x73\x63\x32\x36\x42\x57\x58\x70\x33\x75\x36\x6c\x6f\x4f\x4f\ -\x4e\x46\x41\x2f\x54\x64\x41\x4b\x75\x32\x47\x6a\x48\x76\x33\x5a\ -\x57\x38\x6e\x46\x70\x73\x39\x32\x39\x30\x2b\x72\x63\x55\x52\x32\ -\x36\x79\x69\x49\x55\x48\x43\x69\x6f\x54\x56\x61\x6b\x69\x45\x20\ -\x4d\x4a\x36\x58\x30\x72\x34\x77\x79\x79\x37\x69\x74\x61\x35\x61\ -\x68\x57\x68\x4f\x72\x61\x52\x46\x74\x41\x32\x6c\x77\x78\x6a\x61\ -\x4e\x2f\x64\x71\x2b\x37\x39\x44\x48\x57\x63\x73\x31\x48\x43\x53\ -\x57\x72\x30\x46\x54\x79\x4e\x56\x44\x6b\x58\x35\x75\x68\x68\x2b\ -\x72\x38\x70\x66\x4b\x47\x63\x34\x4b\x66\x70\x66\x20\x71\x56\x7a\ -\x33\x6c\x44\x62\x58\x6d\x45\x72\x32\x39\x59\x42\x46\x4d\x42\x69\ -\x63\x35\x39\x4f\x2b\x5a\x38\x70\x5a\x7a\x67\x4a\x74\x75\x4c\x77\ -\x52\x52\x36\x34\x75\x64\x53\x73\x75\x6a\x2b\x70\x76\x74\x68\x54\ -\x31\x77\x6e\x33\x30\x51\x2b\x2b\x45\x51\x6e\x56\x78\x78\x35\x56\ -\x44\x4d\x58\x4b\x77\x71\x69\x34\x51\x20\x5a\x43\x46\x65\x71\x2f\ -\x72\x4a\x46\x76\x48\x75\x7a\x58\x51\x44\x62\x51\x67\x64\x6f\x74\ -\x49\x4f\x75\x73\x4a\x31\x57\x56\x59\x66\x4b\x71\x7a\x59\x58\x54\ -\x30\x47\x64\x77\x65\x65\x34\x30\x50\x78\x4e\x35\x52\x33\x4c\x65\ -\x32\x6e\x6c\x37\x4c\x75\x75\x44\x79\x55\x79\x68\x64\x65\x7a\x7a\ -\x34\x38\x57\x39\x33\x6e\x20\x41\x78\x5a\x41\x75\x4c\x48\x78\x4e\ -\x55\x62\x73\x41\x35\x54\x2f\x49\x2f\x55\x78\x73\x6c\x62\x45\x49\ -\x76\x78\x50\x4b\x6c\x65\x34\x6a\x48\x33\x67\x6a\x78\x69\x50\x7a\ -\x35\x6e\x6c\x62\x71\x38\x35\x45\x72\x56\x4c\x46\x42\x59\x4c\x73\ -\x68\x6a\x50\x34\x48\x39\x59\x2f\x38\x44\x39\x44\x4e\x41\x4c\x2b\ -\x70\x7a\x43\x20\x4d\x69\x4f\x79\x31\x4d\x4b\x7a\x52\x58\x57\x57\ -\x37\x73\x73\x32\x51\x43\x30\x74\x4c\x54\x57\x39\x50\x5a\x75\x76\ -\x4b\x4e\x38\x69\x62\x45\x54\x57\x2b\x6e\x41\x4f\x48\x38\x30\x39\ -\x5a\x57\x2f\x6e\x5a\x52\x47\x77\x59\x45\x42\x50\x4e\x5a\x35\x2b\ -\x66\x68\x73\x56\x33\x6a\x6b\x57\x74\x34\x63\x39\x51\x53\x67\x55\ -\x20\x6d\x69\x61\x75\x65\x35\x51\x78\x37\x74\x47\x6f\x48\x41\x57\ -\x79\x42\x48\x51\x42\x4c\x36\x4f\x2f\x32\x52\x34\x6d\x42\x37\x4a\ -\x4d\x34\x43\x6e\x42\x2f\x71\x32\x36\x31\x7a\x35\x65\x62\x71\x64\ -\x74\x62\x79\x59\x57\x61\x4c\x68\x51\x30\x61\x73\x5a\x4f\x53\x66\ -\x62\x6a\x36\x70\x77\x5a\x6a\x70\x58\x6d\x49\x71\x69\x20\x35\x39\ -\x33\x4b\x79\x2b\x72\x44\x48\x77\x33\x34\x72\x77\x50\x65\x4e\x2f\ -\x71\x5a\x73\x68\x4b\x56\x73\x36\x61\x36\x35\x66\x78\x34\x69\x4e\ -\x58\x56\x4e\x61\x68\x50\x58\x67\x58\x6d\x65\x45\x52\x66\x7a\x53\ -\x67\x71\x34\x6b\x6e\x47\x41\x71\x75\x42\x31\x59\x71\x75\x46\x6a\ -\x47\x72\x31\x65\x6f\x71\x67\x56\x55\x59\x20\x58\x61\x64\x57\x4e\ -\x68\x74\x68\x6f\x78\x72\x5a\x71\x46\x5a\x37\x6a\x57\x47\x54\x64\ -\x55\x33\x52\x4f\x72\x62\x58\x39\x4e\x46\x54\x64\x4a\x79\x4e\x50\ -\x70\x39\x76\x4a\x78\x6d\x4a\x32\x62\x71\x31\x78\x68\x6f\x7a\x48\ -\x5a\x46\x70\x69\x4e\x51\x43\x4b\x49\x69\x49\x6e\x59\x31\x51\x43\ -\x7a\x4a\x4e\x56\x41\x39\x45\x20\x64\x42\x62\x49\x50\x49\x48\x35\ -\x69\x73\x77\x48\x6e\x51\x66\x4d\x51\x2f\x48\x2b\x74\x2f\x79\x73\ -\x65\x53\x70\x77\x67\x65\x64\x41\x2f\x36\x62\x4b\x34\x77\x37\x4f\ -\x58\x78\x50\x37\x51\x4c\x31\x6f\x79\x54\x76\x39\x64\x6f\x59\x37\ -\x70\x51\x78\x69\x37\x47\x72\x32\x76\x5a\x32\x58\x56\x63\x41\x71\ -\x32\x64\x77\x38\x20\x51\x6f\x58\x31\x76\x53\x4a\x2f\x78\x46\x64\ -\x39\x51\x54\x71\x64\x58\x6a\x66\x53\x4f\x62\x75\x44\x59\x44\x41\ -\x34\x7a\x38\x46\x39\x72\x53\x67\x6e\x67\x7a\x30\x5a\x5a\x4f\x69\ -\x32\x39\x47\x53\x68\x51\x43\x65\x51\x41\x70\x49\x71\x4a\x4c\x45\ -\x6b\x48\x64\x47\x6b\x56\x53\x64\x54\x70\x62\x71\x36\x72\x61\x74\ -\x72\x20\x4e\x58\x76\x70\x6b\x76\x69\x67\x2b\x66\x4e\x6e\x62\x71\ -\x2b\x75\x44\x67\x72\x46\x69\x45\x55\x69\x4b\x46\x47\x4d\x52\x46\ -\x56\x74\x56\x4a\x41\x49\x45\x47\x4b\x43\x44\x59\x48\x48\x51\x45\ -\x37\x67\x4d\x51\x75\x50\x47\x70\x7a\x37\x6b\x2f\x6e\x38\x69\x31\ -\x50\x30\x50\x4c\x75\x45\x6c\x38\x64\x31\x62\x78\x6f\x68\x20\x54\ -\x2f\x76\x59\x2f\x4d\x62\x43\x53\x53\x2b\x58\x50\x4e\x37\x4c\x4b\ -\x6d\x44\x42\x51\x46\x4c\x79\x61\x63\x6f\x57\x61\x75\x71\x33\x55\ -\x2f\x6e\x75\x53\x36\x67\x67\x4b\x70\x30\x71\x57\x6c\x74\x62\x71\ -\x7a\x65\x74\x57\x33\x32\x43\x49\x4b\x65\x43\x76\x67\x36\x76\x79\ -\x48\x6f\x79\x64\x2b\x67\x32\x41\x43\x38\x41\x20\x7a\x34\x6d\x79\ -\x48\x50\x51\x46\x59\x32\x7a\x43\x54\x4a\x75\x64\x65\x70\x6e\x72\ -\x79\x5a\x7a\x6d\x51\x43\x42\x51\x46\x48\x63\x42\x4b\x6f\x76\x41\ -\x74\x6f\x49\x63\x44\x43\x77\x47\x36\x69\x62\x35\x75\x5a\x4c\x41\ -\x41\x36\x6a\x65\x35\x30\x7a\x72\x65\x32\x41\x73\x33\x5a\x6c\x33\ -\x49\x79\x59\x57\x61\x50\x67\x66\x20\x52\x62\x2f\x49\x6a\x75\x2f\ -\x31\x47\x67\x66\x6e\x79\x4d\x45\x47\x41\x76\x73\x36\x4c\x37\x75\ -\x41\x42\x51\x4f\x56\x36\x51\x2b\x78\x59\x7a\x6d\x78\x46\x66\x68\ -\x41\x4b\x6c\x2b\x34\x65\x58\x66\x65\x52\x33\x4d\x67\x45\x48\x61\ -\x6c\x65\x4c\x70\x56\x4f\x56\x58\x67\x64\x59\x7a\x4e\x6b\x6e\x59\ -\x30\x2b\x6f\x43\x6c\x20\x77\x44\x4c\x51\x35\x30\x58\x31\x4f\x53\ -\x4e\x56\x7a\x37\x2b\x63\x50\x70\x51\x54\x49\x52\x4b\x4a\x7a\x50\ -\x47\x4a\x50\x64\x6c\x73\x4c\x7a\x37\x53\x37\x33\x34\x5a\x44\x41\ -\x62\x6e\x47\x57\x73\x50\x63\x59\x78\x37\x69\x4b\x71\x30\x6f\x68\ -\x79\x4b\x73\x41\x52\x50\x52\x37\x61\x72\x75\x4d\x42\x54\x69\x50\ -\x34\x42\x20\x65\x43\x43\x56\x36\x33\x36\x4b\x50\x66\x42\x44\x4f\ -\x4a\x52\x49\x30\x50\x38\x6d\x55\x57\x34\x45\x5a\x69\x46\x79\x52\ -\x69\x72\x58\x64\x63\x2b\x65\x76\x71\x66\x4a\x35\x47\x55\x5a\x73\ -\x47\x43\x48\x62\x62\x4e\x43\x52\x6e\x44\x4f\x53\x75\x56\x33\x54\ -\x34\x66\x63\x70\x6d\x44\x39\x4b\x31\x54\x4e\x32\x59\x71\x65\x20\ -\x78\x65\x67\x64\x6b\x63\x64\x43\x47\x2f\x43\x55\x4b\x6b\x38\x5a\ -\x77\x35\x4f\x2b\x61\x54\x50\x2f\x39\x54\x4b\x66\x4d\x55\x32\x49\ -\x65\x43\x69\x30\x41\x4b\x4d\x72\x51\x62\x76\x55\x30\x57\x4d\x54\ -\x69\x52\x48\x7a\x54\x79\x62\x53\x30\x48\x43\x77\x63\x54\x68\x61\ -\x6c\x57\x4e\x41\x6a\x38\x62\x37\x4f\x2b\x31\x71\x20\x76\x6e\x43\ -\x74\x6f\x6e\x63\x72\x63\x6f\x64\x54\x50\x65\x33\x2b\x5a\x44\x4b\ -\x35\x62\x52\x66\x48\x6d\x7a\x44\x68\x63\x48\x32\x7a\x63\x63\x32\ -\x70\x71\x58\x7a\x58\x6a\x2f\x62\x55\x50\x55\x77\x56\x4c\x39\x75\ -\x41\x42\x52\x41\x4e\x31\x76\x2b\x58\x72\x79\x67\x33\x6a\x74\x55\ -\x58\x65\x34\x4b\x59\x61\x4b\x44\x2b\x20\x57\x44\x42\x76\x51\x66\ -\x54\x73\x43\x76\x37\x76\x59\x32\x47\x4c\x77\x71\x4d\x47\x65\x56\ -\x77\x4e\x54\x78\x58\x56\x65\x54\x4b\x58\x79\x36\x32\x5a\x74\x44\ -\x74\x39\x6d\x64\x4d\x63\x44\x6c\x32\x6c\x6f\x71\x63\x42\x61\x7a\ -\x76\x53\x75\x56\x63\x78\x78\x68\x6c\x50\x53\x30\x74\x4c\x54\x58\ -\x48\x72\x70\x69\x4f\x73\x20\x63\x6f\x78\x34\x4c\x65\x74\x4f\x59\ -\x75\x53\x69\x34\x37\x47\x77\x43\x66\x67\x39\x71\x72\x66\x33\x69\ -\x65\x38\x50\x45\x33\x56\x44\x32\x4d\x39\x77\x58\x74\x59\x42\x61\ -\x79\x71\x4a\x4e\x44\x59\x75\x45\x64\x48\x7a\x46\x54\x31\x50\x49\ -\x44\x7a\x42\x59\x58\x6f\x46\x66\x52\x4c\x4d\x51\x36\x4c\x79\x30\ -\x50\x53\x35\x20\x63\x35\x39\x59\x76\x6e\x78\x35\x75\x66\x72\x49\ -\x50\x55\x49\x30\x47\x6d\x30\x55\x36\x5a\x74\x6c\x58\x47\x63\x47\ -\x34\x73\x34\x32\x79\x67\x47\x75\x79\x4d\x43\x75\x6e\x61\x6a\x4f\ -\x46\x44\x46\x6a\x53\x6e\x68\x62\x69\x78\x56\x59\x69\x37\x48\x64\ -\x72\x75\x67\x61\x70\x30\x39\x36\x69\x6a\x37\x66\x70\x6e\x51\x36\ -\x20\x76\x5a\x46\x4a\x58\x45\x71\x31\x74\x72\x5a\x57\x62\x39\x32\ -\x30\x2f\x6c\x35\x42\x62\x6d\x31\x50\x5a\x33\x38\x79\x30\x58\x45\ -\x69\x44\x51\x32\x48\x69\x4f\x45\x6b\x68\x4a\x4e\x52\x50\x5a\x47\ -\x4a\x69\x33\x43\x33\x49\x50\x49\x48\x55\x66\x31\x4e\x54\x61\x39\ -\x37\x7a\x37\x34\x6d\x6e\x64\x6a\x62\x32\x42\x2b\x77\x20\x78\x6b\ -\x45\x73\x45\x46\x67\x45\x39\x67\x4b\x46\x38\x30\x45\x58\x54\x6d\ -\x41\x49\x4b\x38\x49\x2f\x55\x42\x34\x53\x39\x4b\x48\x74\x2b\x42\ -\x37\x64\x57\x33\x35\x39\x6d\x79\x4f\x42\x56\x36\x4e\x38\x55\x5a\ -\x45\x35\x77\x46\x79\x38\x54\x59\x76\x4a\x79\x4c\x6d\x4e\x68\x53\ -\x4c\x6f\x61\x70\x44\x56\x43\x71\x75\x4e\x20\x79\x67\x66\x62\x73\ -\x39\x6d\x32\x69\x51\x36\x32\x4d\x42\x43\x59\x58\x2f\x54\x4a\x6e\ -\x52\x33\x70\x33\x47\x76\x59\x78\x61\x61\x67\x4a\x61\x51\x70\x57\ -\x48\x2b\x59\x61\x2b\x55\x6b\x49\x35\x79\x73\x63\x43\x49\x54\x38\ -\x30\x58\x66\x4a\x6e\x43\x33\x47\x72\x6b\x2b\x6c\x65\x33\x36\x49\ -\x33\x74\x42\x7a\x6d\x74\x66\x20\x59\x33\x2f\x41\x47\x6f\x56\x34\ -\x66\x4d\x36\x73\x34\x74\x62\x71\x38\x30\x52\x34\x4c\x35\x35\x4e\ -\x37\x48\x6a\x5a\x41\x74\x77\x50\x33\x46\x31\x6c\x35\x65\x37\x2b\ -\x68\x50\x42\x55\x30\x39\x72\x61\x57\x74\x33\x54\x73\x79\x34\x75\ -\x4c\x67\x75\x42\x68\x59\x4b\x30\x6f\x43\x7a\x41\x38\x50\x32\x4f\ -\x64\x47\x36\x59\x20\x67\x50\x41\x6b\x38\x4b\x58\x44\x67\x56\x74\ -\x42\x6a\x67\x50\x38\x49\x4c\x39\x44\x37\x51\x71\x51\x5a\x6f\x52\ -\x7a\x67\x43\x74\x45\x37\x49\x42\x72\x67\x46\x56\x7a\x71\x73\x44\ -\x58\x45\x43\x36\x75\x64\x72\x6e\x52\x36\x65\x33\x64\x76\x6d\x6e\ -\x61\x74\x43\x71\x66\x64\x58\x2b\x43\x63\x49\x35\x61\x44\x71\x39\ -\x79\x20\x6e\x45\x31\x39\x74\x76\x68\x61\x38\x54\x72\x44\x58\x47\ -\x47\x4d\x33\x71\x43\x57\x71\x43\x4a\x76\x41\x44\x36\x4b\x38\x69\ -\x44\x6f\x33\x78\x47\x70\x41\x6a\x36\x4f\x56\x31\x4c\x79\x68\x4d\ -\x41\x76\x32\x7a\x4f\x35\x36\x38\x75\x39\x72\x6e\x67\x34\x63\x43\ -\x45\x69\x46\x34\x41\x38\x62\x6c\x79\x39\x31\x6e\x56\x34\x20\x72\ -\x56\x70\x4a\x71\x2b\x4f\x73\x54\x4b\x56\x53\x41\x37\x35\x6c\x38\ -\x55\x6a\x6f\x49\x74\x44\x32\x63\x71\x39\x31\x56\x2b\x6e\x66\x38\ -\x54\x56\x77\x68\x73\x49\x5a\x56\x4e\x52\x41\x6a\x55\x67\x65\x35\ -\x46\x65\x75\x30\x56\x39\x6b\x73\x34\x56\x6c\x6b\x33\x32\x50\x4c\ -\x31\x66\x32\x42\x36\x7a\x79\x53\x43\x54\x6f\x20\x50\x31\x6d\x55\ -\x43\x34\x47\x33\x4d\x50\x37\x53\x6c\x30\x37\x67\x39\x79\x72\x63\ -\x5a\x61\x58\x71\x77\x61\x6c\x6f\x51\x7a\x61\x59\x52\x63\x48\x67\ -\x76\x46\x36\x48\x77\x31\x55\x35\x58\x49\x54\x44\x55\x51\x37\x48\ -\x73\x35\x45\x65\x75\x6c\x78\x62\x42\x76\x4a\x49\x52\x79\x5a\x37\ -\x45\x53\x50\x38\x75\x6a\x65\x48\x20\x41\x70\x39\x56\x6b\x57\x2b\ -\x68\x63\x6e\x70\x48\x4e\x6e\x74\x76\x4c\x42\x51\x36\x30\x59\x67\ -\x2b\x72\x50\x43\x46\x52\x43\x5a\x33\x57\x66\x39\x35\x38\x56\x44\ -\x6f\x37\x59\x6a\x2b\x45\x70\x56\x33\x64\x47\x53\x7a\x41\x37\x75\ -\x76\x38\x58\x44\x67\x6c\x79\x42\x76\x70\x36\x70\x6d\x64\x6b\x64\ -\x48\x78\x34\x5a\x34\x20\x4e\x48\x67\x36\x6c\x74\x38\x44\x48\x2b\ -\x33\x49\x35\x4b\x34\x70\x6e\x58\x4d\x42\x79\x4d\x32\x67\x37\x2b\ -\x76\x49\x35\x48\x2f\x75\x50\x52\x62\x63\x42\x6a\x7a\x64\x6b\x63\ -\x6d\x4e\x32\x4d\x71\x38\x4b\x52\x49\x38\x56\x2b\x41\x57\x46\x66\ -\x6b\x67\x71\x6b\x63\x62\x5a\x5a\x4f\x4b\x76\x67\x4f\x6b\x58\x38\ -\x4b\x79\x20\x51\x5a\x51\x58\x56\x46\x67\x4b\x76\x41\x68\x79\x6d\ -\x6a\x57\x2b\x38\x35\x4c\x4a\x35\x50\x72\x78\x76\x36\x74\x6a\x4a\ -\x78\x54\x79\x48\x2b\x71\x34\x6e\x49\x46\x77\x4a\x6e\x41\x30\x34\ -\x35\x65\x72\x2f\x41\x50\x6b\x65\x74\x66\x34\x62\x68\x35\x76\x6c\ -\x2b\x56\x2f\x4e\x36\x5a\x4b\x63\x4c\x64\x50\x45\x67\x71\x46\x20\ -\x35\x6a\x72\x61\x65\x79\x46\x71\x50\x6f\x53\x4f\x65\x38\x6d\x58\ -\x55\x4f\x48\x58\x6a\x73\x6a\x76\x45\x74\x6d\x75\x76\x7a\x4d\x35\ -\x53\x35\x46\x68\x74\x41\x53\x44\x49\x53\x74\x79\x44\x4b\x4a\x48\ -\x41\x59\x63\x44\x68\x2f\x56\x43\x45\x43\x33\x39\x2b\x69\x68\x70\ -\x76\x49\x54\x78\x65\x6c\x57\x35\x78\x44\x6a\x32\x20\x65\x57\x76\ -\x6c\x56\x49\x45\x76\x69\x76\x43\x64\x39\x6e\x54\x32\x68\x6f\x70\ -\x50\x59\x47\x51\x6a\x43\x6f\x69\x64\x42\x57\x43\x4d\x64\x56\x46\ -\x42\x56\x41\x65\x57\x68\x79\x33\x68\x63\x4c\x4f\x4b\x7a\x74\x41\ -\x4b\x55\x74\x4e\x69\x73\x56\x6a\x68\x53\x79\x75\x7a\x41\x46\x52\ -\x59\x44\x61\x57\x38\x30\x38\x62\x31\x20\x4e\x51\x67\x62\x4b\x39\ -\x32\x61\x6c\x41\x77\x62\x42\x64\x61\x42\x72\x6b\x4d\x6b\x59\x49\ -\x32\x63\x5a\x6c\x77\x39\x41\x70\x47\x54\x67\x61\x50\x55\x49\x43\ -\x6a\x76\x41\x71\x61\x44\x59\x6d\x7a\x66\x75\x71\x5a\x49\x63\x49\ -\x31\x41\x42\x37\x42\x63\x52\x5a\x64\x6a\x65\x56\x61\x64\x36\x6d\ -\x65\x54\x79\x57\x52\x58\x20\x78\x66\x64\x69\x6a\x4a\x52\x6d\x53\ -\x4d\x75\x41\x72\x35\x66\x4d\x49\x64\x2b\x45\x36\x46\x74\x52\x65\ -\x51\x4e\x6a\x2b\x34\x34\x74\x41\x56\x33\x69\x32\x4c\x37\x76\x78\ -\x41\x4c\x2b\x75\x79\x78\x36\x62\x54\x72\x66\x2f\x51\x42\x37\x71\ -\x5a\x68\x33\x54\x37\x49\x2f\x59\x41\x47\x78\x6b\x50\x2b\x56\x75\ -\x50\x4a\x52\x20\x74\x58\x31\x76\x41\x35\x6b\x32\x6a\x73\x39\x4a\ -\x4e\x33\x41\x72\x36\x4b\x39\x53\x2b\x65\x37\x48\x6d\x65\x51\x50\ -\x57\x43\x7a\x57\x45\x48\x4f\x73\x63\x36\x4a\x61\x6a\x73\x41\x54\ -\x51\x68\x35\x71\x68\x66\x71\x42\x70\x31\x47\x36\x45\x54\x79\x4a\ -\x67\x38\x68\x58\x72\x50\x48\x39\x4f\x4a\x6c\x4d\x64\x6a\x57\x46\ -\x20\x67\x76\x38\x55\x59\x56\x45\x69\x6d\x2f\x30\x5a\x59\x4f\x4f\ -\x52\x77\x48\x52\x55\x55\x43\x51\x77\x36\x70\x4f\x71\x72\x76\x64\ -\x43\x58\x79\x6d\x6f\x57\x4c\x4e\x52\x52\x45\x48\x6b\x51\x50\x43\ -\x43\x75\x73\x57\x75\x51\x45\x75\x65\x2b\x6d\x49\x48\x66\x4d\x64\ -\x6a\x73\x59\x59\x59\x4c\x69\x45\x41\x48\x2f\x62\x64\x20\x38\x57\ -\x69\x77\x44\x56\x65\x50\x52\x33\x61\x65\x79\x49\x74\x49\x74\x61\ -\x6f\x69\x49\x68\x61\x67\x62\x39\x32\x36\x41\x33\x45\x45\x56\x43\ -\x6f\x4b\x4d\x61\x32\x70\x75\x73\x5a\x6f\x33\x2f\x6d\x71\x2b\x6e\ -\x38\x47\x75\x56\x52\x39\x4e\x64\x39\x49\x64\x6e\x52\x73\x41\x4a\ -\x34\x42\x66\x68\x47\x50\x42\x50\x4e\x39\x20\x31\x72\x77\x75\x6b\ -\x38\x6b\x55\x34\x70\x48\x67\x2f\x77\x4b\x58\x43\x4e\x79\x49\x55\ -\x41\x51\x4f\x51\x54\x6c\x66\x56\x47\x6f\x52\x45\x4e\x74\x48\x50\ -\x42\x78\x4d\x71\x2f\x43\x77\x4b\x49\x38\x62\x6f\x30\x2b\x47\x55\ -\x76\x6c\x6c\x44\x2b\x2b\x69\x70\x58\x65\x70\x58\x38\x46\x31\x77\ -\x48\x55\x74\x44\x51\x31\x31\x20\x66\x59\x5a\x7a\x51\x53\x2f\x41\ -\x4d\x34\x77\x63\x62\x55\x56\x54\x6f\x2f\x41\x32\x51\x64\x34\x57\ -\x44\x66\x68\x66\x46\x4e\x45\x72\x65\x33\x72\x31\x78\x6e\x33\x55\ -\x52\x57\x52\x4b\x2b\x4c\x63\x4e\x57\x45\x75\x57\x55\x4c\x57\x6d\ -\x30\x33\x2b\x4f\x77\x71\x66\x56\x63\x68\x51\x79\x35\x6c\x69\x7a\ -\x47\x5a\x48\x66\x20\x69\x6e\x56\x76\x54\x6e\x61\x75\x65\x6f\x44\ -\x4a\x38\x36\x79\x58\x61\x4c\x52\x78\x6b\x58\x48\x6c\x4f\x45\x52\ -\x65\x49\x33\x41\x69\x4c\x6a\x47\x46\x55\x76\x7a\x67\x47\x55\x48\ -\x76\x74\x43\x6f\x72\x52\x48\x52\x70\x45\x64\x38\x2f\x30\x70\x6e\ -\x30\x75\x71\x5a\x49\x38\x47\x32\x69\x33\x49\x72\x71\x68\x76\x34\ -\x5a\x20\x67\x78\x68\x39\x48\x70\x55\x6a\x59\x72\x47\x47\x53\x44\ -\x4c\x5a\x6c\x58\x54\x46\x62\x58\x66\x55\x42\x36\x71\x6a\x64\x74\ -\x39\x32\x72\x61\x77\x77\x42\x68\x43\x5a\x44\x51\x69\x69\x35\x77\ -\x43\x49\x61\x42\x56\x41\x4e\x70\x74\x64\x31\x78\x77\x4f\x33\x71\ -\x4e\x77\x5a\x75\x6e\x57\x42\x6b\x71\x63\x78\x44\x70\x48\x20\x41\ -\x79\x63\x41\x6f\x48\x71\x46\x4e\x31\x50\x62\x2b\x54\x76\x61\x48\ -\x41\x71\x64\x70\x71\x72\x66\x41\x63\x42\x79\x52\x54\x77\x63\x2b\ -\x6b\x6f\x52\x4c\x65\x30\x38\x61\x73\x56\x79\x4b\x64\x58\x74\x6a\ -\x56\x69\x6a\x49\x73\x78\x54\x75\x45\x71\x4b\x76\x64\x58\x4e\x30\ -\x65\x42\x79\x56\x43\x39\x41\x5a\x62\x46\x43\x20\x58\x62\x56\x33\ -\x76\x31\x65\x69\x55\x6f\x38\x6f\x72\x74\x47\x76\x4a\x35\x4e\x65\ -\x53\x63\x32\x53\x4a\x55\x75\x71\x31\x71\x33\x71\x65\x67\x4c\x30\ -\x4c\x6c\x56\x78\x52\x4f\x51\x6b\x51\x64\x2b\x4e\x38\x47\x36\x72\ -\x51\x6a\x6f\x53\x33\x42\x71\x48\x66\x79\x49\x38\x4a\x56\x61\x66\ 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-\x67\x6d\x65\x56\x38\x71\x48\x6f\x57\x72\x36\x6c\x34\x53\x36\x20\ -\x31\x64\x55\x4c\x61\x6f\x33\x63\x4c\x63\x4c\x30\x39\x6b\x78\x2b\ -\x6f\x4f\x64\x63\x49\x70\x32\x37\x72\x53\x6b\x63\x76\x46\x54\x67\ -\x4d\x73\x57\x63\x61\x4b\x54\x59\x67\x35\x57\x54\x56\x65\x52\x62\ -\x2f\x65\x65\x30\x5a\x37\x50\x33\x78\x63\x50\x42\x2b\x34\x41\x7a\ -\x51\x4a\x39\x43\x71\x41\x47\x61\x53\x38\x47\x74\x20\x34\x6f\x61\ -\x45\x54\x38\x32\x58\x56\x56\x67\x6f\x63\x4b\x4f\x71\x39\x46\x71\ -\x30\x58\x70\x51\x69\x49\x68\x39\x41\x63\x49\x47\x30\x56\x58\x6b\ -\x47\x41\x4e\x46\x46\x51\x46\x38\x73\x6d\x57\x39\x4c\x67\x74\x50\ -\x63\x37\x4a\x2b\x33\x72\x72\x73\x37\x49\x6f\x5a\x4e\x71\x6a\x49\ -\x37\x6b\x63\x6c\x64\x48\x49\x73\x31\x20\x78\x49\x78\x31\x45\x6f\ -\x72\x63\x61\x56\x52\x2f\x70\x34\x61\x6a\x55\x66\x34\x44\x35\x57\ -\x49\x56\x77\x56\x45\x66\x38\x55\x69\x77\x44\x66\x52\x32\x45\x62\ -\x6e\x66\x6c\x61\x72\x48\x4a\x69\x6f\x49\x4c\x52\x6c\x44\x66\x67\ 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-\x32\x57\x54\x31\x44\x59\x58\x4d\x38\x45\x76\x7a\x38\x6b\x47\x75\ -\x2f\x72\x73\x4a\x35\x69\x55\x7a\x6d\x6b\x66\x5a\x30\x20\x35\x7a\ -\x38\x55\x6b\x78\x73\x79\x76\x46\x4a\x56\x38\x79\x37\x67\x44\x39\ -\x61\x70\x66\x6e\x39\x48\x4f\x6e\x63\x4f\x56\x72\x34\x47\x49\x4a\ -\x61\x4b\x49\x6c\x6d\x46\x74\x51\x4b\x2f\x61\x55\x2f\x6e\x33\x74\ -\x32\x52\x79\x58\x37\x41\x36\x58\x4f\x76\x52\x44\x67\x47\x32\x46\ -\x54\x74\x34\x75\x39\x49\x35\x35\x6f\x53\x20\x6d\x63\x77\x6a\x72\ -\x58\x56\x31\x4d\x78\x51\x57\x43\x62\x51\x39\x44\x4d\x58\x6d\x55\ -\x4b\x68\x4a\x2b\x33\x77\x46\x78\x44\x36\x74\x79\x6f\x6d\x4b\x4e\ -\x41\x45\x34\x36\x6a\x73\x43\x77\x4d\x43\x44\x37\x5a\x6e\x63\x39\ -\x52\x32\x70\x33\x4d\x63\x45\x66\x51\x42\x41\x52\x54\x38\x41\x38\ -\x6c\x57\x46\x54\x53\x44\x2f\x20\x72\x63\x71\x44\x78\x76\x5a\x31\ -\x78\x32\x4c\x42\x59\x38\x66\x79\x48\x6c\x59\x69\x6d\x79\x30\x73\ -\x53\x2b\x59\x4c\x6e\x35\x2f\x66\x57\x49\x69\x69\x65\x6f\x37\x41\ -\x6e\x78\x67\x39\x35\x32\x6d\x41\x4e\x77\x6c\x79\x66\x7a\x54\x67\ -\x58\x31\x35\x58\x56\x37\x65\x37\x4a\x43\x64\x37\x46\x66\x39\x57\ -\x4d\x36\x78\x63\x20\x4c\x72\x63\x6d\x47\x6d\x7a\x34\x45\x36\x70\ -\x76\x71\x58\x43\x61\x43\x6a\x78\x67\x52\x58\x35\x53\x31\x39\x42\ -\x31\x35\x31\x52\x55\x75\x57\x38\x72\x36\x6b\x39\x71\x6a\x63\x51\ -\x45\x61\x56\x64\x34\x4f\x4a\x48\x4e\x4c\x67\x66\x73\x6f\x6d\x42\ -\x77\x58\x70\x38\x68\x71\x49\x43\x31\x48\x41\x73\x38\x56\x48\x53\ -\x63\x20\x4a\x78\x78\x62\x42\x4f\x7a\x52\x41\x50\x46\x77\x34\x48\ -\x32\x6f\x66\x41\x50\x52\x2b\x6b\x47\x72\x57\x4e\x75\x2f\x7a\x47\ -\x68\x76\x4c\x36\x79\x4a\x68\x34\x4d\x46\x41\x49\x47\x38\x43\x6c\ -\x39\x57\x79\x49\x76\x71\x78\x30\x43\x4f\x62\x32\x6c\x70\x71\x52\ -\x6c\x44\x61\x59\x38\x6d\x73\x74\x6d\x62\x77\x47\x74\x2b\x20\x30\ -\x42\x51\x4f\x72\x68\x5a\x6b\x70\x79\x39\x49\x50\x70\x2f\x66\x45\ -\x67\x67\x45\x33\x6c\x7a\x72\x79\x4a\x33\x78\x63\x48\x42\x62\x52\ -\x79\x62\x33\x2f\x66\x35\x6a\x69\x58\x54\x75\x31\x76\x37\x2f\x4c\ -\x36\x71\x64\x4b\x6a\x73\x33\x43\x2b\x6e\x77\x38\x6b\x37\x2f\x4d\ -\x66\x42\x6b\x4d\x46\x63\x41\x61\x37\x52\x79\x20\x76\x30\x71\x58\ -\x37\x36\x76\x44\x45\x2f\x46\x6f\x63\x4b\x6c\x59\x74\x6c\x6a\x68\ -\x53\x49\x51\x4e\x77\x45\x32\x39\x44\x6a\x39\x75\x43\x67\x64\x66\ -\x45\x4b\x46\x70\x4b\x35\x77\x6c\x4d\x4b\x4e\x6b\x45\x30\x77\x34\ -\x6d\x30\x32\x6d\x49\x38\x46\x4e\x69\x44\x79\x6f\x32\x4c\x2b\x4a\ -\x4b\x33\x38\x45\x30\x4e\x4c\x73\x20\x45\x62\x48\x2f\x32\x50\x48\ -\x4b\x5a\x54\x48\x43\x68\x6b\x51\x71\x2f\x33\x50\x41\x74\x72\x61\ -\x32\x58\x72\x5a\x31\x30\x2f\x70\x31\x6f\x41\x6e\x55\x50\x47\x6c\ -\x63\x50\x52\x77\x59\x4e\x74\x4f\x64\x43\x4e\x35\x6e\x71\x2f\x74\ -\x32\x34\x50\x5a\x77\x75\x4c\x37\x5a\x63\x65\x57\x44\x43\x68\x63\ -\x79\x73\x67\x57\x79\x20\x64\x34\x74\x49\x2b\x74\x38\x31\x72\x2f\ -\x56\x76\x4e\x63\x4d\x43\x73\x46\x62\x4b\x47\x66\x4d\x44\x62\x42\ -\x44\x30\x57\x36\x36\x78\x43\x35\x50\x35\x77\x68\x76\x54\x75\x61\ -\x37\x66\x54\x4a\x55\x6c\x52\x7a\x36\x66\x33\x39\x4b\x52\x7a\x58\ -\x31\x71\x71\x37\x58\x58\x59\x54\x51\x61\x44\x77\x65\x2f\x30\x78\ -\x51\x4b\x20\x2f\x72\x50\x58\x30\x4b\x33\x6f\x5a\x77\x41\x45\x50\ -\x51\x71\x67\x70\x43\x33\x4b\x6f\x71\x55\x5a\x6c\x72\x41\x53\x6f\ -\x54\x2b\x31\x64\x57\x47\x31\x5a\x54\x37\x6f\x72\x34\x47\x36\x57\ -\x43\x7a\x57\x41\x4c\x67\x64\x6d\x64\x7a\x37\x45\x43\x35\x57\x2b\ -\x45\x4e\x48\x4f\x6e\x64\x46\x49\x70\x32\x37\x56\x63\x55\x38\x20\ -\x79\x66\x39\x76\x37\x39\x7a\x6a\x34\x79\x79\x72\x50\x50\x34\x39\ -\x7a\x7a\x74\x4a\x53\x67\x74\x6f\x4c\x38\x6c\x4d\x4a\x70\x4f\x5a\ -\x61\x54\x75\x57\x74\x51\x56\x46\x49\x79\x77\x49\x41\x71\x49\x69\ -\x43\x69\x71\x75\x79\x69\x72\x43\x75\x72\x74\x34\x59\x31\x31\x63\ -\x6c\x71\x37\x49\x70\x51\x4b\x43\x67\x46\x77\x45\x20\x46\x32\x39\ -\x63\x64\x6c\x31\x58\x41\x55\x56\x63\x50\x73\x4c\x71\x77\x68\x5a\ -\x6c\x75\x59\x69\x75\x42\x63\x47\x79\x42\x46\x70\x6f\x4a\x6a\x4f\ -\x54\x75\x57\x51\x6d\x6f\x55\x6e\x70\x78\x54\x61\x5a\x65\x63\x37\ -\x2b\x38\x63\x36\x6b\x61\x54\x4a\x70\x6b\x33\x53\x53\x4a\x70\x50\ -\x35\x66\x6a\x37\x39\x4e\x48\x6e\x65\x20\x64\x35\x37\x33\x76\x4d\ -\x6e\x6b\x7a\x48\x6d\x66\x35\x35\x7a\x66\x41\x54\x4d\x34\x75\x48\ -\x33\x43\x70\x55\x4e\x47\x35\x52\x69\x46\x6e\x35\x65\x37\x6a\x35\ -\x30\x46\x2f\x52\x43\x75\x4b\x73\x4c\x49\x78\x72\x59\x41\x64\x4b\ -\x52\x53\x2f\x36\x4d\x46\x66\x5a\x4f\x49\x48\x62\x4d\x52\x72\x54\ -\x4e\x76\x78\x37\x32\x4b\x20\x50\x69\x7a\x43\x58\x6c\x75\x77\x52\ -\x31\x4f\x70\x6c\x79\x6c\x77\x44\x50\x41\x48\x46\x52\x59\x41\x61\ -\x38\x58\x71\x2b\x64\x74\x33\x35\x72\x2b\x45\x73\x6b\x43\x45\x72\ -\x77\x42\x6e\x55\x30\x70\x34\x46\x54\x59\x43\x50\x4f\x61\x75\x4d\ -\x7a\x34\x67\x31\x76\x36\x6b\x4d\x35\x36\x2b\x79\x58\x6f\x38\x72\ -\x79\x77\x4e\x20\x2b\x74\x39\x54\x58\x41\x79\x33\x32\x33\x59\x57\ -\x31\x6f\x4f\x37\x57\x36\x6e\x43\x6b\x63\x41\x4c\x46\x43\x4f\x65\ -\x6e\x64\x76\x36\x33\x67\x62\x4d\x46\x35\x46\x37\x6f\x31\x33\x4a\ -\x63\x36\x4e\x64\x71\x64\x76\x32\x2b\x73\x4f\x61\x4a\x46\x31\x64\ -\x75\x59\x35\x59\x4f\x6e\x76\x78\x77\x51\x75\x58\x74\x41\x70\x38\ -\x20\x48\x48\x69\x55\x73\x52\x37\x37\x52\x47\x2b\x63\x43\x68\x74\ -\x6d\x41\x33\x4d\x79\x44\x79\x76\x6b\x39\x7a\x34\x43\x76\x48\x76\ -\x45\x63\x4f\x2b\x4f\x51\x62\x74\x30\x4f\x6a\x2b\x35\x6c\x67\x56\ -\x61\x76\x6f\x6e\x77\x52\x55\x41\x51\x2f\x67\x6a\x38\x56\x4e\x46\ -\x6e\x52\x4f\x55\x37\x6f\x49\x64\x45\x75\x39\x4c\x4e\x20\x41\x4d\ -\x75\x43\x4c\x54\x39\x44\x2b\x55\x68\x65\x6e\x45\x57\x4a\x52\x4b\ -\x4a\x76\x52\x53\x44\x51\x55\x68\x43\x39\x42\x5a\x56\x4c\x4f\x35\ -\x4c\x4a\x54\x61\x58\x63\x4b\x55\x58\x66\x32\x39\x6d\x56\x58\x6c\ -\x76\x75\x57\x6b\x74\x62\x57\x30\x38\x51\x74\x54\x2f\x45\x34\x51\ -\x76\x52\x65\x47\x72\x47\x56\x50\x43\x48\x20\x77\x2b\x48\x58\x4f\ -\x7a\x62\x2f\x49\x45\x69\x33\x47\x50\x33\x75\x70\x6c\x6a\x79\x73\ -\x63\x6e\x4f\x46\x51\x6b\x47\x56\x79\x48\x35\x68\x6f\x4b\x61\x4e\ -\x6b\x48\x76\x55\x4f\x53\x63\x7a\x6b\x54\x79\x4c\x76\x63\x36\x76\ -\x72\x42\x52\x5a\x78\x30\x36\x6c\x4b\x46\x65\x4b\x6a\x48\x61\x45\ -\x45\x32\x6b\x33\x72\x6a\x43\x20\x37\x31\x38\x79\x57\x4d\x65\x50\ -\x52\x4f\x56\x55\x6c\x49\x65\x6f\x61\x2f\x68\x45\x4e\x42\x72\x64\ -\x73\x69\x77\x59\x75\x42\x6a\x30\x4f\x6d\x76\x6c\x70\x46\x67\x79\ -\x57\x64\x47\x6d\x6f\x33\x75\x6a\x71\x4f\x30\x57\x5a\x35\x52\x4d\ -\x6b\x6a\x77\x58\x54\x33\x65\x2f\x64\x62\x72\x73\x6d\x47\x6e\x4d\ -\x75\x51\x67\x4c\x20\x51\x49\x57\x76\x6c\x78\x6c\x65\x73\x71\x44\ -\x65\x66\x47\x59\x36\x37\x59\x67\x6d\x55\x78\x65\x6f\x78\x79\x34\ -\x56\x35\x43\x61\x55\x67\x46\x6a\x4e\x64\x79\x62\x53\x6a\x34\x41\ -\x38\x41\x65\x49\x4c\x68\x33\x31\x68\x41\x4c\x47\x36\x44\x71\x43\ -\x75\x55\x44\x67\x53\x34\x4f\x56\x6b\x4d\x74\x58\x52\x6c\x54\x70\ -\x7a\x20\x64\x2f\x6d\x4b\x4b\x57\x56\x4b\x76\x32\x6d\x73\x61\x34\ -\x6e\x52\x67\x42\x70\x35\x45\x4a\x45\x6a\x77\x75\x48\x77\x36\x36\ -\x66\x79\x76\x69\x5a\x43\x4c\x42\x62\x72\x52\x30\x69\x43\x6e\x71\ -\x61\x57\x74\x63\x74\x61\x57\x7a\x38\x78\x32\x62\x6b\x32\x4a\x52\ -\x4c\x74\x6d\x2b\x4c\x70\x5a\x77\x31\x71\x41\x45\x52\x6c\x20\x53\ -\x48\x41\x76\x46\x75\x75\x4f\x61\x55\x48\x65\x4c\x66\x41\x41\x77\ -\x6e\x4f\x41\x6d\x77\x47\x76\x2b\x69\x7a\x41\x79\x2b\x6c\x30\x72\ -\x37\x48\x69\x2f\x6c\x79\x45\x39\x35\x48\x66\x74\x58\x6c\x5a\x4d\ -\x4e\x43\x75\x36\x4a\x6e\x41\x54\x6a\x79\x65\x33\x30\x2f\x2b\x4c\ -\x69\x66\x4f\x31\x76\x35\x58\x7a\x36\x43\x38\x20\x70\x74\x74\x4e\ -\x30\x32\x6e\x48\x54\x47\x4e\x4f\x4f\x71\x78\x45\x4b\x76\x74\x72\ -\x56\x55\x59\x39\x6f\x71\x6a\x71\x68\x61\x74\x57\x72\x5a\x6f\x75\ -\x53\x56\x34\x41\x4f\x6a\x73\x7a\x38\x59\x36\x75\x35\x4a\x64\x51\ -\x2b\x5a\x53\x4b\x33\x4c\x43\x73\x31\x66\x2b\x33\x71\x76\x5a\x33\ -\x41\x45\x37\x42\x75\x41\x75\x38\x20\x4b\x6b\x38\x44\x57\x45\x50\ -\x5a\x54\x39\x61\x4f\x5a\x48\x4b\x74\x69\x6e\x35\x51\x31\x4b\x54\ -\x48\x76\x4a\x43\x56\x31\x77\x6d\x63\x6a\x2b\x55\x36\x59\x2f\x4d\ -\x64\x53\x34\x4d\x74\x5a\x31\x62\x2b\x62\x69\x5a\x48\x52\x7a\x78\ -\x35\x56\x6b\x63\x69\x65\x51\x69\x69\x70\x34\x72\x6f\x70\x63\x74\ -\x62\x57\x2f\x39\x79\x20\x76\x2b\x5a\x4c\x70\x47\x35\x48\x57\x56\ -\x30\x33\x2f\x30\x38\x62\x68\x34\x39\x33\x4a\x70\x50\x50\x64\x79\ -\x52\x53\x5a\x30\x62\x6a\x71\x57\x4e\x55\x7a\x59\x30\x41\x61\x6d\ -\x52\x49\x64\x73\x68\x69\x4c\x77\x4b\x73\x77\x4b\x64\x45\x75\x45\ -\x4c\x51\x64\x6f\x45\x33\x67\x61\x36\x62\x64\x72\x6b\x59\x71\x36\ -\x76\x4c\x20\x6a\x43\x62\x69\x36\x65\x78\x50\x79\x34\x7a\x50\x47\ -\x65\x61\x6b\x77\x77\x49\x77\x6f\x6d\x58\x57\x73\x69\x53\x77\x72\ -\x61\x2f\x33\x6e\x4f\x6d\x30\x49\x39\x4c\x71\x2f\x39\x44\x79\x55\ -\x4d\x76\x4a\x6f\x6c\x72\x63\x66\x5a\x54\x44\x48\x65\x4d\x70\x4c\ -\x75\x71\x61\x34\x77\x44\x6d\x44\x51\x77\x38\x6a\x66\x4b\x6f\x20\ -\x69\x4c\x35\x6c\x6a\x47\x6c\x73\x5a\x79\x4c\x39\x6e\x38\x4e\x4c\ -\x5a\x45\x59\x53\x37\x65\x72\x36\x58\x6a\x53\x52\x6c\x47\x67\x69\ -\x36\x56\x69\x6a\x70\x77\x6e\x79\x71\x57\x58\x42\x31\x6d\x75\x5a\ -\x4f\x63\x73\x43\x74\x69\x4f\x65\x65\x6c\x54\x71\x35\x78\x32\x48\ -\x36\x4f\x65\x57\x42\x67\x4a\x6a\x52\x6f\x76\x6a\x20\x49\x64\x71\ -\x56\x75\x6e\x6e\x6a\x78\x72\x47\x56\x45\x64\x51\x70\x35\x42\x52\ -\x65\x4e\x54\x44\x6b\x73\x44\x71\x37\x4d\x6b\x2b\x71\x32\x70\x4d\ -\x36\x45\x71\x6b\x66\x64\x73\x52\x54\x58\x37\x50\x6f\x6e\x59\x43\ -\x6a\x4b\x6b\x2f\x73\x6a\x79\x30\x54\x4a\x64\x54\x69\x50\x56\x6e\ -\x63\x33\x63\x38\x39\x45\x4f\x47\x62\x20\x56\x43\x37\x76\x62\x31\ -\x59\x79\x5a\x78\x31\x57\x4c\x4a\x31\x37\x41\x47\x67\x66\x4f\x53\ -\x37\x77\x5a\x61\x62\x78\x35\x32\x4b\x52\x6d\x39\x54\x79\x4b\x7a\ -\x55\x38\x41\x76\x53\x49\x79\x6e\x63\x33\x4a\x52\x49\x76\x75\x65\ -\x33\x4a\x39\x51\x69\x41\x39\x70\x36\x65\x62\x64\x46\x6b\x36\x6c\ -\x33\x31\x42\x66\x6d\x48\x20\x53\x6c\x77\x79\x46\x6b\x76\x39\x62\ -\x7a\x53\x52\x50\x45\x33\x52\x7a\x6d\x56\x42\x2f\x37\x73\x71\x4d\ -\x47\x66\x46\x32\x4c\x52\x70\x30\x32\x73\x46\x34\x2f\x6b\x4c\x6a\ -\x50\x46\x4f\x35\x58\x56\x69\x73\x66\x51\x47\x72\x4a\x79\x73\x54\ -\x73\x4d\x65\x77\x6f\x36\x64\x58\x5a\x6b\x6e\x68\x37\x35\x52\x4f\ -\x52\x70\x41\x20\x52\x4b\x64\x74\x37\x51\x70\x41\x56\x53\x34\x71\ -\x4d\x39\x79\x2f\x66\x63\x44\x65\x4f\x5a\x31\x32\x7a\x45\x52\x6d\ -\x79\x71\x66\x72\x41\x53\x48\x63\x30\x6e\x53\x65\x71\x6e\x78\x33\ -\x35\x4c\x69\x4b\x6e\x4a\x6c\x49\x64\x64\x38\x33\x48\x54\x59\x73\ -\x44\x77\x61\x2b\x71\x4b\x71\x72\x67\x56\x5a\x55\x50\x68\x70\x4e\ -\x20\x4a\x75\x38\x66\x73\x69\x38\x63\x6e\x6e\x63\x67\x6c\x53\x76\ -\x6e\x4f\x73\x74\x62\x57\x2f\x35\x61\x68\x64\x74\x33\x35\x6e\x58\ -\x68\x64\x4d\x6b\x41\x46\x62\x76\x67\x2f\x49\x45\x52\x66\x35\x73\ -\x43\x31\x38\x66\x53\x32\x59\x76\x48\x65\x4e\x6d\x63\x59\x63\x34\ -\x36\x72\x48\x42\x4c\x34\x35\x47\x71\x35\x69\x4b\x67\x20\x7a\x43\ -\x4c\x76\x39\x4f\x2f\x45\x4c\x41\x73\x45\x33\x6f\x2f\x6f\x62\x64\ -\x62\x79\x77\x56\x67\x71\x39\x63\x66\x70\x36\x75\x48\x6f\x37\x51\ -\x41\x41\x45\x68\x70\x4a\x52\x45\x46\x55\x75\x6d\x35\x62\x47\x33\ -\x58\x5a\x37\x4f\x49\x6d\x4b\x64\x51\x33\x69\x37\x45\x2b\x34\x37\ -\x62\x61\x57\x71\x67\x71\x43\x31\x45\x57\x20\x69\x4e\x47\x44\x56\ -\x54\x6c\x55\x77\x46\x46\x59\x69\x4a\x73\x79\x63\x41\x69\x79\x48\ -\x38\x31\x62\x56\x62\x59\x6f\x64\x71\x73\x67\x57\x34\x46\x2b\x6f\ -\x41\x2b\x6c\x48\x36\x50\x39\x71\x50\x53\x68\x32\x6f\x2b\x52\x2f\ -\x6f\x4c\x51\x30\x7a\x42\x49\x64\x6f\x6f\x56\x59\x38\x75\x79\x4c\ -\x42\x79\x38\x42\x4e\x45\x57\x20\x51\x5a\x2f\x76\x36\x4a\x79\x38\ -\x45\x4f\x42\x45\x43\x66\x6d\x39\x64\x77\x4e\x6e\x6c\x54\x6e\x30\ -\x62\x77\x37\x4f\x6c\x58\x4e\x64\x75\x33\x2f\x4f\x4f\x61\x78\x51\ -\x77\x50\x64\x2b\x56\x43\x39\x43\x4f\x58\x46\x76\x35\x34\x6e\x61\ -\x39\x38\x55\x79\x50\x51\x39\x50\x6c\x31\x30\x41\x6b\x5a\x44\x2f\ -\x4c\x64\x62\x4b\x20\x47\x74\x4e\x77\x30\x46\x6d\x56\x30\x47\x32\ -\x50\x52\x43\x49\x4e\x68\x52\x30\x37\x77\x67\x55\x70\x42\x41\x77\ -\x53\x55\x4c\x52\x56\x72\x62\x53\x49\x61\x41\x42\x58\x4a\x64\x57\ -\x48\x6d\x36\x51\x34\x30\x39\x38\x48\x41\x77\x70\x5a\x67\x61\x52\ -\x43\x54\x71\x41\x4c\x6f\x52\x75\x6c\x55\x34\x53\x6f\x6b\x79\x64\ -\x61\x20\x61\x61\x65\x32\x4c\x4e\x78\x36\x48\x76\x42\x64\x6f\x41\ -\x2b\x6a\x4a\x30\x61\x6a\x79\x53\x6e\x58\x72\x46\x72\x61\x33\x42\ -\x79\x79\x59\x6a\x63\x78\x64\x6b\x4c\x33\x49\x4d\x4b\x39\x52\x76\ -\x54\x47\x7a\x6d\x54\x75\x2b\x61\x6d\x32\x5a\x79\x59\x79\x30\x39\ -\x2b\x6f\x46\x61\x50\x56\x37\x2f\x32\x67\x67\x63\x75\x42\x20\x74\ -\x76\x47\x63\x72\x2b\x67\x54\x69\x58\x52\x75\x72\x30\x35\x74\x4a\ -\x74\x44\x57\x52\x6c\x31\x76\x75\x6a\x6b\x69\x55\x6a\x68\x4d\x49\ -\x61\x49\x71\x45\x52\x45\x69\x51\x41\x54\x58\x4b\x63\x32\x56\x64\ -\x63\x70\x74\x75\x42\x49\x79\x55\x56\x53\x69\x69\x6d\x35\x45\x74\ -\x4e\x33\x55\x44\x37\x54\x48\x59\x76\x32\x54\x20\x30\x73\x4f\x4b\ -\x52\x46\x6f\x43\x4e\x6d\x38\x75\x42\x64\x35\x74\x63\x64\x34\x30\ -\x31\x59\x2f\x6e\x49\x62\x2f\x33\x56\x75\x44\x38\x63\x5a\x79\x71\ -\x69\x71\x77\x56\x37\x46\x58\x78\x64\x4f\x36\x33\x55\x32\x6e\x54\ -\x54\x4b\x50\x71\x48\x56\x61\x6f\x78\x66\x64\x4f\x56\x4b\x2f\x46\ -\x62\x53\x34\x77\x51\x66\x53\x34\x20\x47\x66\x53\x47\x4d\x49\x46\ -\x41\x34\x33\x4b\x6e\x49\x45\x64\x67\x5a\x4b\x55\x71\x68\x78\x74\ -\x59\x71\x58\x41\x59\x30\x39\x63\x64\x65\x5a\x61\x69\x53\x55\x56\ -\x65\x46\x4f\x54\x2f\x51\x46\x2b\x30\x61\x70\x34\x2f\x64\x4e\x47\ -\x69\x35\x38\x65\x72\x6e\x37\x38\x73\x48\x4c\x68\x63\x52\x42\x6f\ -\x36\x4f\x72\x73\x75\x20\x6d\x79\x6f\x4c\x2f\x58\x37\x2f\x6b\x6a\ -\x6f\x4b\x63\x57\x44\x2b\x42\x46\x2f\x36\x43\x79\x4f\x36\x70\x6a\ -\x4f\x56\x57\x7a\x38\x56\x64\x73\x30\x30\x71\x74\x5a\x68\x42\x5a\ -\x75\x62\x32\x78\x42\x37\x72\x63\x41\x70\x34\x7a\x68\x39\x45\x48\ -\x65\x37\x65\x4f\x53\x36\x7a\x43\x2f\x69\x36\x65\x77\x48\x4b\x6d\ -\x2f\x64\x20\x50\x6a\x46\x68\x76\x33\x2b\x46\x61\x72\x34\x4e\x70\ -\x45\x31\x46\x32\x77\x52\x35\x43\x35\x58\x70\x70\x31\x66\x44\x5a\ -\x55\x43\x45\x39\x61\x72\x79\x6a\x4d\x44\x54\x59\x75\x77\x66\x4f\ -\x70\x4f\x35\x46\x79\x6d\x66\x4e\x75\x41\x73\x43\x37\x55\x2b\x5a\ -\x73\x58\x35\x77\x46\x53\x70\x6c\x77\x62\x39\x54\x56\x63\x49\x20\ -\x63\x6d\x57\x5a\x51\x38\x71\x2b\x2f\x30\x36\x74\x77\x6e\x30\x65\ -\x4b\x56\x77\x65\x54\x66\x57\x2b\x58\x48\x6e\x72\x5a\x67\x35\x56\ -\x35\x37\x44\x43\x50\x6c\x38\x59\x6f\x39\x63\x72\x66\x49\x78\x39\ -\x33\x31\x2b\x2f\x77\x4f\x32\x44\x34\x76\x6d\x32\x68\x2f\x78\x35\ -\x4b\x4a\x65\x4f\x4f\x4b\x34\x46\x77\x35\x75\x6e\x20\x57\x6e\x50\ -\x62\x56\x54\x72\x4e\x48\x34\x76\x56\x59\x34\x48\x6a\x4b\x74\x6a\ -\x73\x63\x36\x4a\x73\x42\x2b\x30\x54\x70\x4d\x2b\x69\x66\x53\x42\ -\x39\x6f\x48\x32\x69\x30\x6f\x66\x52\x50\x6c\x58\x70\x4e\x79\x4a\ -\x62\x4c\x55\x4d\x31\x66\x34\x70\x71\x76\x36\x72\x5a\x4a\x61\x35\ -\x32\x2f\x52\x34\x59\x59\x2b\x75\x73\x20\x6c\x75\x72\x36\x69\x76\ -\x70\x61\x67\x46\x48\x31\x57\x4f\x55\x51\x45\x58\x6b\x64\x6f\x71\ -\x2f\x48\x63\x70\x41\x67\x69\x31\x56\x30\x4d\x57\x35\x33\x6d\x71\ -\x62\x69\x76\x77\x58\x54\x63\x74\x65\x37\x32\x51\x45\x38\x70\x2f\ -\x43\x6b\x47\x48\x6d\x79\x62\x73\x66\x41\x62\x7a\x5a\x74\x33\x76\ -\x77\x61\x51\x44\x67\x63\x20\x44\x6c\x74\x72\x74\x79\x51\x53\x69\ -\x62\x31\x71\x64\x6b\x32\x47\x51\x43\x42\x77\x6b\x47\x4d\x48\x45\ -\x34\x7a\x75\x7a\x50\x4f\x6f\x57\x6a\x6c\x66\x6a\x46\x34\x41\x6e\ -\x41\x50\x4d\x32\x38\x64\x55\x65\x64\x41\x37\x42\x76\x46\x63\x6b\ -\x55\x36\x6e\x65\x79\x74\x74\x35\x30\x79\x67\x61\x68\x7a\x57\x71\ -\x6c\x57\x72\x20\x36\x72\x66\x31\x39\x33\x34\x4a\x35\x54\x4c\x47\ -\x72\x38\x45\x65\x50\x33\x6a\x68\x6b\x68\x58\x74\x37\x65\x30\x44\ -\x79\x37\x33\x65\x70\x72\x78\x44\x72\x4d\x78\x72\x37\x34\x6d\x6e\ -\x73\x35\x2b\x73\x70\x4b\x31\x68\x6e\x79\x2b\x4d\x77\x34\x6d\x71\ -\x65\x68\x78\x77\x50\x4b\x37\x2b\x2b\x6c\x54\x2b\x4c\x6e\x59\x42\ -\x20\x53\x53\x43\x68\x61\x4d\x4a\x67\x34\x75\x37\x2f\x32\x6d\x58\ -\x56\x36\x54\x4b\x46\x77\x75\x62\x35\x6a\x59\x31\x39\x4d\x36\x6e\ -\x46\x47\x4c\x68\x2f\x79\x41\x33\x57\x4c\x68\x6c\x51\x39\x52\x72\ -\x56\x52\x6e\x56\x73\x49\x30\x70\x59\x6b\x42\x42\x51\x2b\x68\x64\ -\x6b\x36\x68\x36\x4a\x43\x36\x44\x72\x56\x65\x51\x4a\x20\x6f\x2f\ -\x71\x34\x78\x35\x71\x6e\x70\x71\x4b\x4a\x53\x4e\x44\x76\x50\x56\ -\x2f\x67\x31\x70\x48\x6a\x69\x70\x36\x53\x53\x4f\x63\x65\x67\x54\ -\x48\x72\x58\x38\x65\x69\x48\x39\x47\x72\x34\x36\x6e\x63\x72\x56\ -\x52\x5a\x6f\x6d\x6c\x56\x4f\x4b\x79\x67\x76\x2b\x6b\x39\x67\x76\ -\x6e\x32\x4f\x46\x70\x76\x76\x53\x70\x77\x20\x6b\x36\x6f\x30\x49\ -\x6e\x6f\x68\x67\x49\x68\x2b\x50\x70\x62\x4b\x33\x51\x34\x51\x38\ -\x6a\x64\x39\x47\x2b\x51\x4c\x49\x31\x36\x54\x74\x34\x37\x2b\x32\ -\x66\x36\x6f\x50\x59\x59\x62\x47\x33\x33\x55\x6d\x58\x63\x71\x6e\ -\x4f\x7a\x32\x75\x64\x75\x76\x5a\x71\x74\x6a\x73\x56\x57\x45\x44\ -\x61\x71\x38\x41\x50\x4b\x53\x20\x43\x70\x31\x47\x74\x45\x75\x64\ -\x51\x69\x49\x65\x37\x2b\x32\x6d\x65\x67\x58\x66\x70\x4c\x56\x31\ -\x53\x62\x4d\x55\x7a\x46\x4b\x44\x57\x51\x46\x36\x6d\x4c\x70\x69\ -\x68\x6f\x66\x68\x62\x6a\x78\x55\x30\x70\x6b\x70\x79\x42\x39\x56\ -\x39\x47\x48\x48\x6d\x6f\x63\x58\x2b\x54\x4f\x2f\x71\x34\x43\x69\ -\x68\x79\x66\x6b\x20\x39\x37\x34\x43\x68\x45\x65\x4d\x50\x78\x4e\ -\x50\x5a\x34\x38\x43\x43\x50\x6d\x62\x33\x67\x37\x79\x46\x45\x42\ -\x52\x4f\x2b\x74\x5a\x68\x53\x2b\x79\x37\x77\x2f\x6d\x35\x78\x58\ -\x39\x75\x30\x51\x36\x39\x39\x52\x2b\x32\x6a\x68\x6a\x6d\x4e\x55\ -\x4f\x61\x37\x6e\x58\x32\x31\x52\x77\x2b\x4a\x62\x43\x65\x4f\x72\ -\x69\x20\x42\x71\x67\x72\x68\x4f\x50\x78\x33\x6b\x77\x77\x47\x46\ -\x77\x6f\x2b\x56\x30\x78\x34\x46\x41\x67\x63\x66\x44\x43\x4a\x57\ -\x39\x6f\x62\x32\x38\x66\x43\x50\x74\x38\x59\x54\x58\x36\x43\x69\ -\x4f\x32\x6c\x56\x58\x6c\x74\x6b\x53\x6d\x2b\x37\x7a\x78\x32\x68\ -\x55\x4f\x68\x2b\x66\x4a\x77\x49\x34\x54\x72\x4d\x71\x70\x20\x43\ -\x4b\x63\x41\x71\x79\x5a\x79\x58\x2f\x74\x67\x43\x37\x41\x42\x61\ -\x45\x66\x30\x52\x62\x48\x61\x6a\x6a\x6f\x62\x69\x6f\x71\x57\x4e\ -\x66\x62\x45\x43\x51\x51\x61\x6c\x78\x70\x31\x6a\x6a\x54\x4b\x45\ -\x59\x6f\x65\x67\x66\x42\x6d\x6c\x4b\x56\x55\x35\x72\x32\x2f\x54\ -\x65\x48\x58\x52\x76\x52\x68\x43\x75\x62\x68\x20\x79\x66\x77\x4f\ -\x77\x6e\x37\x76\x4a\x78\x52\x47\x6c\x31\x53\x70\x66\x69\x53\x65\ -\x79\x64\x31\x66\x50\x47\x65\x74\x77\x6e\x73\x41\x6a\x4a\x45\x2f\ -\x37\x30\x78\x32\x72\x77\x75\x46\x6c\x6a\x51\x7a\x36\x44\x7a\x46\ -\x76\x6c\x75\x4d\x71\x61\x72\x63\x37\x6a\x6c\x6f\x31\x38\x58\x52\ -\x61\x4e\x39\x65\x4e\x66\x4e\x6e\x20\x41\x37\x50\x61\x59\x52\x56\ -\x33\x56\x6a\x70\x77\x48\x55\x38\x35\x64\x75\x46\x75\x64\x62\x38\ -\x52\x41\x47\x46\x4e\x50\x4a\x57\x39\x42\x69\x44\x55\x37\x4c\x30\ -\x61\x59\x51\x32\x4d\x69\x4c\x4a\x61\x76\x44\x39\x43\x4f\x58\x76\ -\x45\x50\x44\x75\x70\x4b\x79\x79\x4c\x78\x33\x73\x7a\x6a\x49\x48\ -\x37\x6d\x47\x64\x50\x20\x52\x65\x56\x39\x36\x6f\x62\x75\x45\x39\ -\x33\x74\x4b\x63\x63\x57\x68\x64\x2b\x4c\x73\x6b\x36\x46\x64\x52\ -\x36\x63\x39\x58\x4d\x39\x63\x62\x41\x53\x52\x42\x59\x74\x4f\x6e\ -\x52\x58\x51\x38\x4f\x62\x6a\x53\x6b\x63\x70\x53\x70\x48\x43\x2f\ -\x77\x35\x6f\x79\x4f\x63\x69\x53\x4f\x38\x49\x43\x72\x33\x69\x39\ -\x6a\x37\x20\x78\x37\x74\x72\x46\x2f\x4c\x37\x6e\x6f\x57\x52\x4e\ -\x61\x4b\x36\x4d\x5a\x37\x4f\x72\x51\x52\x73\x30\x4e\x39\x30\x6e\ -\x43\x43\x2f\x4b\x52\x37\x34\x5a\x54\x79\x64\x50\x52\x32\x67\x74\ -\x62\x6e\x35\x62\x63\x62\x56\x47\x42\x4e\x63\x58\x66\x32\x46\x6a\ -\x49\x30\x57\x6a\x46\x32\x52\x54\x50\x5a\x4d\x75\x6a\x6e\x74\x20\ -\x54\x47\x46\x57\x4f\x79\x79\x41\x55\x49\x76\x33\x4d\x70\x53\x76\ -\x6c\x54\x6e\x30\x49\x67\x56\x4f\x42\x38\x42\x68\x41\x2b\x36\x6a\ -\x51\x5a\x39\x36\x47\x70\x59\x6e\x45\x6f\x6d\x2b\x73\x61\x4b\x73\ -\x56\x71\x2f\x33\x63\x4f\x50\x77\x50\x4b\x4e\x4b\x49\x2f\x53\x47\ -\x57\x44\x72\x33\x35\x65\x46\x6a\x77\x65\x62\x6d\x20\x4e\x73\x47\ -\x65\x67\x66\x41\x58\x77\x4d\x72\x39\x76\x4a\x56\x42\x59\x44\x33\ -\x6f\x37\x31\x56\x59\x5a\x39\x53\x7a\x4c\x70\x5a\x4f\x62\x36\x52\ -\x36\x48\x2b\x56\x6d\x46\x4d\x75\x39\x33\x71\x61\x38\x52\x34\x35\ -\x53\x39\x44\x68\x52\x54\x73\x44\x74\x4c\x7a\x6a\x35\x78\x30\x6b\ -\x68\x69\x75\x70\x2f\x69\x4d\x6a\x39\x20\x73\x56\x52\x32\x48\x57\ -\x55\x6b\x6b\x4d\x50\x4e\x54\x65\x39\x56\x6b\x56\x48\x4a\x79\x61\ -\x70\x38\x4e\x70\x48\x4a\x33\x67\x6c\x37\x52\x6c\x64\x57\x7a\x56\ -\x46\x64\x6d\x63\x77\x7a\x49\x38\x63\x56\x2b\x77\x35\x6a\x7a\x4b\ -\x41\x74\x63\x47\x75\x35\x6f\x6d\x6e\x67\x78\x2f\x46\x30\x74\x6c\ -\x7a\x32\x2f\x4b\x78\x6a\x20\x31\x6a\x73\x73\x72\x39\x65\x37\x59\ -\x4a\x37\x44\x4a\x6b\x5a\x72\x42\x38\x58\x69\x36\x65\x77\x62\x67\ -\x48\x7a\x49\x37\x2f\x30\x57\x62\x6d\x64\x68\x46\x4c\x36\x65\x53\ -\x47\x63\x76\x67\x56\x46\x52\x31\x74\x2f\x46\x55\x72\x6e\x76\x41\ -\x59\x54\x39\x33\x67\x65\x4c\x48\x58\x32\x48\x73\x7a\x55\x76\x6e\ -\x71\x56\x31\x20\x68\x63\x4c\x68\x31\x74\x45\x7a\x52\x50\x6b\x77\ -\x37\x71\x4c\x76\x66\x69\x46\x77\x6e\x34\x72\x65\x49\x6e\x58\x7a\ -\x6e\x36\x76\x56\x44\x63\x34\x63\x2f\x48\x37\x2f\x2f\x44\x6f\x70\ -\x48\x43\x4d\x71\x4a\x37\x67\x64\x67\x73\x5a\x55\x79\x68\x67\x50\ -\x61\x59\x47\x66\x59\x62\x67\x6e\x6c\x73\x77\x4f\x36\x57\x71\x4e\ -\x20\x73\x5a\x43\x65\x4f\x58\x6a\x68\x6b\x6e\x42\x37\x65\x2f\x74\ -\x41\x30\x4e\x39\x34\x76\x47\x42\x4b\x78\x64\x68\x44\x30\x56\x58\ -\x59\x35\x7a\x74\x52\x6a\x54\x34\x32\x63\x6a\x7a\x6b\x39\x2f\x34\ 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-\x68\x77\x36\x4e\x42\x37\x66\x33\x39\x35\x77\x4c\x45\x45\x2f\x6e\ -\x66\x71\x74\x6f\x4f\x51\x32\x6b\x53\x6a\x73\x72\x51\x47\x64\x38\ -\x2b\x63\x39\x63\x20\x52\x2f\x5a\x52\x64\x7a\x70\x42\x49\x6f\x70\ -\x65\x58\x73\x35\x5a\x41\x66\x32\x6d\x66\x75\x63\x64\x41\x45\x46\ -\x2f\x34\x2f\x47\x6c\x52\x7a\x37\x67\x6c\x79\x56\x6e\x31\x65\x72\ -\x33\x66\x68\x44\x58\x57\x51\x48\x38\x70\x4c\x68\x57\x4a\x68\x5a\ -\x54\x54\x6b\x56\x33\x75\x38\x6c\x7a\x64\x51\x56\x74\x50\x2b\x42\ -\x55\x20\x68\x63\x4d\x71\x62\x69\x31\x2f\x70\x63\x77\x68\x62\x34\ -\x4e\x54\x56\x47\x35\x30\x47\x6d\x35\x6b\x64\x39\x50\x50\x7a\x34\ -\x5a\x39\x72\x76\x79\x77\x31\x6a\x58\x63\x6a\x4c\x76\x7a\x68\x6c\ -\x57\x35\x70\x4b\x51\x34\x4b\x72\x62\x73\x47\x32\x41\x4b\x6b\x45\ -\x44\x51\x36\x35\x32\x4b\x4e\x49\x63\x61\x46\x61\x43\x74\x20\x6a\ -\x54\x71\x6c\x32\x44\x5a\x74\x79\x74\x45\x37\x53\x33\x57\x50\x67\ -\x72\x6d\x69\x4e\x47\x6a\x56\x66\x4c\x58\x34\x74\x54\x48\x43\x4e\ 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-\x41\x51\x61\x49\x36\x69\x65\x41\x59\x44\x77\x65\x43\x79\x56\x2f\ -\x56\x2f\x33\x79\x36\x48\x64\x77\x4b\x48\x6f\x4b\x68\x67\x4d\x4c\ -\x6c\x51\x6f\x64\x64\x48\x4a\x48\x54\x54\x67\x4c\x73\x77\x37\x64\ -\x75\x42\x69\x6f\x45\x78\x44\x58\x4c\x6d\x59\x4d\x6c\x6e\x31\x31\ -\x55\x4a\x56\x4f\x69\x79\x33\x20\x5a\x6b\x72\x2b\x70\x63\x79\x68\ -\x30\x34\x71\x66\x59\x67\x56\x30\x4b\x4d\x52\x47\x6a\x56\x34\x4c\ -\x5a\x61\x4f\x73\x54\x77\x4e\x6f\x58\x65\x47\x66\x4b\x55\x5a\x52\ -\x49\x6c\x77\x41\x53\x4b\x64\x62\x4e\x76\x4d\x59\x67\x4d\x42\x70\ -\x41\x4c\x46\x30\x39\x69\x65\x43\x37\x72\x36\x75\x6d\x30\x58\x2f\ -\x61\x52\x48\x75\x20\x41\x48\x6d\x4f\x76\x55\x6c\x39\x53\x45\x56\ -\x7a\x66\x57\x70\x55\x41\x42\x47\x37\x72\x39\x2f\x4a\x64\x6b\x57\ -\x66\x51\x4f\x56\x6d\x52\x55\x73\x4c\x35\x53\x69\x79\x4e\x70\x62\ -\x4f\x58\x6e\x7a\x77\x36\x78\x63\x2f\x41\x6e\x7a\x59\x48\x61\x4d\ -\x72\x6b\x63\x34\x2b\x42\x4f\x42\x59\x63\x78\x46\x44\x66\x33\x74\ 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-\x31\x2f\x74\x52\x68\x6b\x54\x35\x20\x39\x46\x2b\x42\x66\x43\x69\ -\x30\x70\x42\x6d\x4b\x78\x66\x58\x43\x43\x2f\x46\x55\x39\x33\x2b\ -\x35\x58\x2b\x36\x4f\x72\x67\x54\x6e\x4b\x6f\x42\x51\x61\x45\x6d\ -\x7a\x75\x44\x49\x79\x41\x50\x48\x36\x42\x59\x66\x63\x42\x75\x42\ -\x59\x7a\x35\x57\x55\x6b\x35\x59\x52\x57\x36\x36\x66\x59\x56\x56\ -\x52\x74\x51\x34\x72\x20\x31\x74\x50\x54\x6a\x51\x35\x62\x4d\x4e\ -\x2f\x4e\x32\x34\x76\x5a\x77\x71\x72\x6f\x37\x68\x30\x57\x31\x57\ -\x73\x41\x34\x79\x70\x4b\x53\x69\x6e\x37\x76\x61\x55\x55\x5a\x57\ -\x48\x4e\x44\x5a\x51\x65\x41\x55\x58\x2b\x43\x57\x44\x42\x77\x69\ -\x58\x33\x41\x36\x36\x67\x6d\x33\x44\x75\x71\x6c\x57\x72\x36\x75\ -\x4f\x5a\x20\x7a\x45\x74\x41\x73\x58\x4d\x7a\x70\x34\x62\x38\x33\ -\x71\x77\x56\x2b\x7a\x6a\x6f\x50\x37\x45\x50\x52\x51\x43\x50\x48\ -\x61\x78\x46\x57\x54\x4f\x45\x70\x51\x48\x66\x50\x6c\x52\x66\x64\ -\x59\x55\x49\x33\x31\x51\x4b\x4c\x77\x58\x39\x33\x6f\x54\x43\x35\ 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-\x00\x00\x01\xbc\x00\x00\x00\x00\x00\x01\x00\x04\x01\x3d\ -\x00\x00\x01\xd4\x00\x00\x00\x00\x00\x01\x00\x04\x09\xe8\ -\x00\x00\x02\x22\x00\x00\x00\x00\x00\x01\x00\x04\x88\x66\ -\x00\x00\x00\x4a\x00\x00\x00\x00\x00\x01\x00\x00\x06\xb6\ -\x00\x00\x00\xa2\x00\x00\x00\x00\x00\x01\x00\x01\xd0\x57\ -\x00\x00\x00\x68\x00\x00\x00\x00\x00\x01\x00\x01\x34\x77\ -\x00\x00\x00\xd6\x00\x00\x00\x00\x00\x01\x00\x02\x49\x87\ -\x00\x00\x01\x86\x00\x00\x00\x00\x00\x01\x00\x03\xd6\x62\ -\x00\x00\x01\x9a\x00\x01\x00\x00\x00\x01\x00\x03\xfa\x1a\ -" - -def qInitResources(): - QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/Connections/Moment/BCEndPlate/log.css b/Connections/Moment/BCEndPlate/log.css deleted file mode 100644 index 098dafd44..000000000 --- a/Connections/Moment/BCEndPlate/log.css +++ /dev/null @@ -1,30 +0,0 @@ -.INFO { - color: green; -} - -.WARNING { - color: orange; -} - - -.ERROR { - color: red; -} - - -.DEBUG { - color: blue; -} - - -.LOG span { - margin-right: 1em; -} - -.LOG { - clear:left; -} - -.DATE { - /*display:none;*/ -} diff --git a/Connections/Moment/BCEndPlate/model.py b/Connections/Moment/BCEndPlate/model.py deleted file mode 100644 index 67609ac41..000000000 --- a/Connections/Moment/BCEndPlate/model.py +++ /dev/null @@ -1,146 +0,0 @@ - -""" -Created on 8-November-2017 - -@author: Reshma -""" -from PyQt5.QtSql import QSqlDatabase, QSqlQuery -from PyQt5.QtWidgets import QMessageBox, qApp -import logging -import os - -logger = None - - -def set_databaseconnection(): - """ - - Returns: Setting connection with SQLite - - - """ - filepath = os.path.join(os.path.dirname(__file__), '..', '..', '..', 'ResourceFiles', 'Database', 'Intg_osdag.sqlite') - print filepath, "database" - db = QSqlDatabase.addDatabase("QSQLITE") - db.setDatabaseName(filepath) - if not db.open(): - - QMessageBox.critical(None, qApp.tr("Cannot open database"), - qApp.tr("Unable to establish a database connection.\n" - "This example needs SQLite support. Please read " - "the Qt SQL driver documentation for information" - "how to build it.\n\n" - "Click Cancel to exit."), - QMessageBox.Cancel) - return False - - -def module_setup(): - global logger - logger = logging.getLogger("osdag.model") - set_databaseconnection() - - -def get_beamcombolist(): - """ - - Returns: This function returns list of Indian Standard Beam Designation. - - """ - comboList = [] - beamQuery = QSqlQuery("SELECT Designation FROM Beams") - comboList.append("Select section") - - while(beamQuery.next()): - comboList.append(beamQuery.value(0)) - return comboList - - -def get_beamdata(sect): - """ - - Args: - sect: section properties - - Returns: This Function returns the Indian Standard Beam section properties. - - - """ - section = sect - - queryStr = "SELECT * FROM Beams where Designation = '%s'" % section - designQuery = QSqlQuery(queryStr) - retDict = {} - record = designQuery.record() - - while(designQuery.next()): - for i in range(0, record.count()): - colName = record.fieldName(i) - retDict[colName] = designQuery.value(i) - - return retDict - -def get_oldbeamcombolist(): - '''(None) -> (List) - This function returns the list of Indian Standard Column Designation. - ''' - old_columnList = [] - columnQuery = QSqlQuery("SELECT Designation FROM Beams where Source = 'IS808_Old' order by id ASC") - a = columnQuery.size() - - while(columnQuery.next()): - old_columnList.append(columnQuery.value(0)) - - return old_columnList - - -def get_oldcolumncombolist(): - '''(None) -> (List) - This function returns the list of Indian Standard Column Designation. - ''' - old_columnList = [] - columnQuery = QSqlQuery("SELECT Designation FROM Columns where Source = 'IS808_Old' order by id ASC") - a = columnQuery.size() - - #comboList.append("Select section") - while(columnQuery.next()): - old_columnList.append(columnQuery.value(0)) - - return old_columnList - - -def get_columncombolist(): - '''(None) -> (List) - This function returns the list of Indian Standard Column Designation. - ''' - comboList = [] - columnQuery = QSqlQuery("SELECT Designation FROM Columns order by id ASC") - a = columnQuery.size() - - comboList.append("Select section") - while(columnQuery.next()): - comboList.append(columnQuery.value(0)) - return comboList - - -def get_columndata(sect): - - '''(None) --> (Dictionary) - This Function returns the Indian Standard column section properties. - ''' - section = sect - # section = Ui_MainWindow.comboColSec.currentText() - queryStr = "Select * from Columns where Designation = '%s'" % section - - designQuery = QSqlQuery(queryStr) - - retDict = {} - record = designQuery.record() - - while(designQuery.next()): - for i in range(0, record.count()): - colName = record.fieldName(i) - retDict[colName] = designQuery.value(i) - - return retDict - diff --git a/Connections/Moment/BCEndPlate/nutBoltPlacement.py b/Connections/Moment/BCEndPlate/nutBoltPlacement.py deleted file mode 100644 index 773e1af75..000000000 --- a/Connections/Moment/BCEndPlate/nutBoltPlacement.py +++ /dev/null @@ -1,681 +0,0 @@ -"""created on 24-04-2019 - -@author: Anand Swaroop. -""" -from Connections.Component.bolt import Bolt -from Connections.Component.nut import Nut -from OCC.BRepPrimAPI import BRepPrimAPI_MakeSphere -from Connections.Component.ModelUtils import getGpPt -import numpy as np - - -class NutBoltArray(object): - def __init__(self, uiObjWeld, beamDim, boltPlaceObj, nut, bolt, numberOfBolts, nut_space, endplate_type): - """ - :param uiObjWeld: User inputs - :param beamDim: Beam dimensions - :param boltPlaceObj: Output dictionary required for bolt placement - :param nut: Required nut dimensions - :param bolt: Required bolt dimensions - :param numberOfBolts: Required number of bolts - :param nut_space: Gap between bolt head and nut - """ - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.uiObjW = uiObjWeld - self.beamDim = beamDim - self.bolt = bolt - self.nut = nut - self.numOfBolts = numberOfBolts - self.gap = nut_space - self.endplate_type = endplate_type - - self.initBoltPlaceParams(boltPlaceObj, numberOfBolts) - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - - self.models = [] - # self.uiObjW["Weld"]["Flange (mm)"] = 0.0 - - def initialiseNutBolts(self): - ''' - Initialise the Nut and Bolt - ''' - b = self.bolt - n = self.nut - for i in range(self.numOfBolts): - bolt_length_required = float(b.T + self.gap ) # - b.H = bolt_length_required + (bolt_length_required - 5) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self, boltPlaceObj, numberOfBolts): - ''' - :param boltPlaceObj: Output dictionary of Calculation file - :param numberOfBolts: Total number of bolts - :return: Bolt placement coordinates - ''' - self.Lv = boltPlaceObj["Bolt"]["Lv"] - self.endDist = boltPlaceObj["Bolt"]["End"] - self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - self.crossCgauge = float(boltPlaceObj["Plate"]["Width"]) - 2 * float(self.edgeDist) - self.row = numberOfBolts / 2 - self.col = 2 - - if self.endplate_type == "both_way": - if numberOfBolts == 8: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - # self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - # self.crossCgauge = float(boltPlaceObj["Plate"]["Width"]) - 2 * float(self.edgeDist) - self.row = numberOfBolts / 2 - # self.col = 2 - elif numberOfBolts == 12: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - # self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - # self.crossCgauge = boltPlaceObj["Plate"]["Width"] - 2 * self.edgeDist - # self.row = numberOfBolts / 2 - # self.col = 2 - elif numberOfBolts == 16: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - self.pitch67 = boltPlaceObj["Bolt"]["Pitch67"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - # self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - # self.crossCgauge = boltPlaceObj["Plate"]["Width"] - 2 * self.edgeDist - # self.row = numberOfBolts / 2 - # self.col = 2 - elif numberOfBolts == 20: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - self.pitch67 = boltPlaceObj["Bolt"]["Pitch67"] - self.pitch78 = boltPlaceObj["Bolt"]["Pitch78"] - self.pitch910 = boltPlaceObj["Bolt"]["Pitch910"] - # self.endDist = boltPlaceObj["Bolt"]["End"] - # self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - # self.crossCgauge = boltPlaceObj["Plate"]["Width"] - 2 * self.edgeDist - # self.row = numberOfBolts / 2 - # self.col = 2 - elif self.endplate_type == "one_way": - # pass - - if numberOfBolts == 6: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.endDist = boltPlaceObj["Bolt"]["End"] - - elif numberOfBolts == 8: - self.pitch23 = boltPlaceObj['Bolt']['Pitch23'] - self.pitch34 = boltPlaceObj['Bolt']['Pitch34'] - - elif numberOfBolts == 10: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - - else: #1 numberOfBolts == 12: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - - - elif self.endplate_type == "flush": - - if numberOfBolts == 4: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] #250 # - - elif numberOfBolts == 8: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] #50 #] # TODO give dictionary values here - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] #150 # - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] #50 # - - elif numberOfBolts == 12: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - - def calculatePositions(self, numberOfBolts): - ''' - The bolt placement is carried out in such a way that bolt @1X1 is considered as Bolt origin and w.r.t this bolt origin, - rest of the rows ob bolts are placed. - :return: The position of bolts - ''' - self.positions = [] - - if self.endplate_type == "both_way": - if numberOfBolts == 8: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * self.Lv + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 4 * self.Lv + 2 * self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 12: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * self.Lv + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 \ - + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 4 * self.Lv + 2 * self.beamDim["T"] + self.pitch23 + \ - self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 16: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * self.Lv + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space32 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space32 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 7: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space67 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space67 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 8: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space78 = 4 * self.Lv + 2 * self.beamDim["T"] + self.pitch23 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space78 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 20: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = self.pitch12 - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir # - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 7: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space67 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space67 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 8: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space78 = 2 * self.Lv + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 - pos = pos + self.boltOrigin + space78 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 9: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space89 = 4 * self.Lv + 2 * self.beamDim["T"] + self.pitch12 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 - pos = pos + self.boltOrigin + space89 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 10: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space910 = 4 * self.Lv + 2 * self.beamDim["T"] + self.pitch12 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 + self.pitch910 - pos = pos + self.boltOrigin + space910 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif self.endplate_type == "one_way": - # pass - if numberOfBolts == 6: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * self.Lv + self.beamDim["T"] #space is the distance between 1st row and 2nd row - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim["T"] + self.pitch23 #Distance between 1st row and 3rd row #TODO make better variable for space13 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 8: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * self.Lv + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch23 + self.pitch34 #TODO may be different for Ajmal code (may not need to add pitch45) - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 10: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = self.pitch12 - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - else: #numberOfBolts == 12: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = self.pitch12 - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = 2 * self.Lv + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 + self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif self.endplate_type == "flush": - - if numberOfBolts == 4: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin #+ self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - - #TODO remove this lines - - if rw == 1: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = (self.Lv) + self.beamDim["T"] #TODO check if this formula is right, shanged this formula - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = (self.Lv) + self.beamDim["T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 8: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin #+ self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - - #TODO remove some rowsn from here - - #TODO have to modefy this formulas according to appropriate rows - if rw == 1: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = (self.Lv) + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = (self.Lv) + self.beamDim["T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 #+ self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 + self.pitch34 \ - # + self.pitch45 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 12: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin #+ self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - - if rw == 1: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = (self.Lv) + self.beamDim["T"] - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = (self.Lv) + self.beamDim["T"] + self.pitch12 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 +\ - self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir # - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space67 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 +\ - self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space67 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space78 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 +\ - self.pitch34 + self.pitch45 + self.pitch56 # + self.pitch78 - pos = pos + self.boltOrigin + space78 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - def place(self, origin, gaugeDir, pitchDir, boltDir): - """ - :param origin: Origin for bolt placement - :param gaugeDir: gauge distance direction - :param pitchDir: pitch distance direction - :param boltDir: bolts screwing direction - :return: - """ - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions(self.numOfBolts) - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) # gap here is between bolt head and nut - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) - self.models.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - return self.models \ No newline at end of file diff --git a/Connections/Moment/BCEndPlate/reportGenerator.py b/Connections/Moment/BCEndPlate/reportGenerator.py deleted file mode 100644 index 1f4dcd280..000000000 --- a/Connections/Moment/BCEndPlate/reportGenerator.py +++ /dev/null @@ -1,2158 +0,0 @@ -""" -Created on April, 2019 - -@author: Yash Lokhande -""" - - - -from __builtin__ import str -import time -import math -import os -import pickle -from Connections.connection_calculations import ConnectionCalculations - -###################################################################### -# Start of Report -def save_html(outObj, uiObj, dictcolumndata, dictbeamdata, filename, reportsummary, folder): - filename = filename - myfile = open(filename, "w") - myfile.write(t('! DOCTYPE html')) - myfile.write(t('html')) - myfile.write(t('head')) - myfile.write(t('link type="text/css" rel="stylesheet" ')) - - myfile.write(t('style')) - - myfile.write('table{width= 100%; border-collapse:collapse; border:1px solid black collapse}') - myfile.write('th,td {padding:3px}') -# Provides light green background color(#D5DF93), font-weight bold, font-size 20 and font-family - myfile.write('td.detail{background-color:#D5DF93; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-weight bold, font-size 20 and font-family - myfile.write('td.detail1{font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-size 20 and font-family - myfile.write('td.detail2{font-size:20; font-family:Helvetica, Arial, Sans Serif}') -# Provides dark green background color(#8FAC3A), font-weight bold, font-size 20 and font-family - myfile.write('td.header0{background-color:#8fac3a; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides grey background color(#E6E6E6), font-weight bold, font-size 20 and font-family - myfile.write('td.header1{background-color:#E6E6E6; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides only font-size 20 and width of the images box - myfile.write('td.header2{font-size:20; width:50%}') - myfile.write(t('/style')) - - myfile.write(t('/head')) - myfile.write(t('body')) - -###################################################################### -# Project Summary data - companyname = str(reportsummary["ProfileSummary"]['CompanyName']) - companylogo = str(reportsummary["ProfileSummary"]['CompanyLogo']) - groupteamname = str(reportsummary["ProfileSummary"]['Group/TeamName']) - designer = str(reportsummary["ProfileSummary"]['Designer']) - projecttitle = str(reportsummary['ProjectTitle']) - subtitle = str(reportsummary['Subtitle']) - jobnumber = str(reportsummary['JobNumber']) - client = str(reportsummary['Client']) - addtionalcomments = str(reportsummary['AdditionalComments']) - -###################################################################### -# Extended End Plate Data - - # Section properties - beam_tw = float(dictbeamdata["tw"]) - beam_tf = float(dictbeamdata["T"]) - beam_d = float(dictbeamdata["D"]) - beam_B = float(dictbeamdata["B"]) - beam_R1 = float(dictbeamdata["R1"]) - - # Data from Input dock - connectivity = str(uiObj['Member']['Connectivity']) - beam_sec = uiObj['Member']['BeamSection'] - beam_fu = str(float(uiObj['Member']['fu (MPa)'])) - # beam_fy = str(float(uiObj['Member']['fy (MPa)'])) - # weld_fu_govern = str(outObj['Weld']['WeldFuGovern']) - - column_sec = uiObj['Member']['ColumnSection'] - column_fu = str(float(uiObj['Member']['fu (MPa)'])) - - - - factored_moment = str(float(uiObj['Load']['Moment (kNm)'])) - factored_shear_load = str(float(uiObj['Load']['ShearForce (kN)'])) - - factored_axial_load = str(uiObj['Load']['AxialForce (kN)']) - - bolt_dia = str(int(uiObj['Bolt']['Diameter (mm)'])) - bolt_type = uiObj["Bolt"]["Type"] - bolt_grade = str(float(uiObj['Bolt']['Grade'])) - bolt_fu = str((int(float(bolt_grade)) * 100)) - - net_area_thread = {12: str(84.3), 16: str(157), 20: str(245), 22: str(303), 24: str(353), 27: str(459), 30: str(561), 36: str(817)}[int(bolt_dia)] - - endplate_type = str(uiObj['Member']['EndPlate_type']) - - weld_method = str((uiObj['Weld']['Method'])) - - - # Design Preferences - - bolt_hole_clrnce = str(float(uiObj["bolt"]["bolt_hole_clrnce"])) - bolt_hole_type = str(uiObj["bolt"]["bolt_hole_type"]) - bolt_grade_fu = str(float(uiObj["bolt"]["bolt_fu"])) - slip_factor = str(float(uiObj["bolt"]["slip_factor"])) - bolt_Type = str(uiObj['bolt']['bolt_type']) # for pre-tensioned/ non- pretensioned bolts - - typeof_weld = str(uiObj["weld"]["typeof_weld"]) - fu_overwrite = str(float(uiObj["weld"]["fu_overwrite"])) - - typeof_edge = str(uiObj["detailing"]["typeof_edge"]) - min_edgend_dist = str(float(uiObj["detailing"]["min_edgend_dist"])) # factor: 1.7 or 1.5 depending on type of edge, IS 800- Cl 10.2.4.2 - # gap = float(uiObj["detailing"]["gap"]) - corrosive = str(uiObj["detailing"]["is_env_corrosive"]) - design_method = str(uiObj["design"]["design_method"]) - - # Bolt - # print "out", outObj - number_of_bolts = str(int(outObj['Bolt']['NumberOfBolts'])) - - if float(number_of_bolts) <= 20: - #no_rows = str(int(outObj['Bolt']['NumberOfRows'])) - #bolts_per_column = str(outObj['Bolt']['BoltsPerColumn']) - cross_centre_gauge = str(outObj['Bolt']['CrossCentreGauge']) - else: - #no_rows = str(0) - #bolts_per_column = str(0) - cross_centre_gauge = str(outObj['Bolt']['CrossCentreGauge']) - - end_distance = str(int(float(outObj['Bolt']['End']))) - edge_distance = str(int(float(outObj['Bolt']['Edge']))) - # gauge_distance = str(int(float(outObj['Bolt']['Gauge']))) - l_v = str(int(float(outObj['Bolt']['Lv']))) - pitch_dist = str(int(float(outObj['Bolt']['Pitch']))) - pitch_dist_min = str(int(float(outObj['Bolt']['PitchMini']))) - pitch_dist_max = str(int(float(outObj['Bolt']['PitchMax']))) - - slip_capacity = str(float(outObj["Bolt"]["SlipCapacity"])) - shear_capacity = str(float(outObj["Bolt"]["ShearCapacity"])) - bearing_capacity = str(float(outObj["Bolt"]["BearingCapacity"])) - bolt_capacity = str(float(outObj["Bolt"]["BoltCapacity"])) - bolt_tension_capacity = str(float(outObj["Bolt"]["TensionCapacity"])) - tension_in_bolt = str(float(outObj["Bolt"]["TensionBolt"])) - combined_capacity = str(float(outObj["Bolt"]["CombinedCapacity"])) - - plate_thk = str(outObj['Plate']['Thickness']) # Sum of plate thickness experiencing bearing in same direction - - if float(number_of_bolts) <= 20: - if bolt_type == "Friction Grip Bolt": - Vsf = str(float(outObj['Bolt']['ShearBolt'])) - Vdf = str(float(outObj['Bolt']['BoltCapacity'])) - Tf = str(float(outObj['Bolt']['TensionBolt'])) - Tdf = str(float(outObj['Bolt']['TensionCapacity'])) - else: - Vsb = str(float(outObj['Bolt']['ShearBolt'])) - Vdb = str(float(outObj['Bolt']['BoltCapacity'])) - Tb = str(float(outObj['Bolt']['TensionBolt'])) - Tdb = str(float(outObj['Bolt']['TensionCapacity'])) - - combinedcapacity = str(float(outObj['Bolt']['CombinedCapacity'])) - else: - if bolt_type == "Friction Grip Bolt": - Vsf = str(float(outObj['Bolt']['ShearBolt'])) - Vdf = str(float(outObj['Bolt']['BoltCapacity'])) - Tf = str(float(outObj['Bolt']['TensionBolt'])) - Tdf = str(float(outObj['Bolt']['TensionCapacity'])) - else: - Vsb = str(float(outObj['Bolt']['ShearBolt'])) - Vdb = str(float(outObj['Bolt']['BoltCapacity'])) - Tb = str(float(outObj['Bolt']['TensionBolt'])) - Tdb = str(float(outObj['Bolt']['TensionCapacity'])) - - combinedcapacity = str(0) - - pitch_mini = str(int(float(outObj['Bolt']['PitchMini']))) - pitch_max = str(outObj['Bolt']['PitchMax']) - end_mini = str(outObj['Bolt']['EndMini']) - end_max = str(outObj['Bolt']['EndMax']) - edge_mini = str(end_mini) - edge_max = str(end_max) - dia_hole = str(int(outObj['Bolt']['DiaHole'])) - -# Stiffener and Continuity plate - - - cont_plate_tens_length = str(float(outObj['ContPlateTens']['Length'])) - cont_plate_tens_width = str(float(outObj['ContPlateTens']['Width'])) - cont_plate_tens_thk = str(float(outObj['ContPlateTens']['Thickness'])) - cont_plate_tens_thk_min = str(float(outObj['ContPlateTens']['ThicknessMin'])) - cont_plate_tens_weld = str(float(outObj['ContPlateTens']['Weld'])) - - cont_plate_comp_length = str(float(outObj['ContPlateComp']['Length'])) - cont_plate_comp_width = str(float(outObj['ContPlateComp']['Width'])) - cont_plate_comp_thk = str(float(outObj['ContPlateComp']['Thickness'])) - cont_plate_comp_thk_min = str(float(outObj['ContPlateComp']['ThicknessMin'])) - cont_plate_comp_weld = str(float(outObj['ContPlateComp']['Weld'])) - - st_length = str(float(outObj['Stiffener']['Length'])) - st_height = str(float(outObj['Stiffener']['Height'])) - st_thk = str(float(outObj['Stiffener']['Thickness'])) - st_notch_bottom = str(float(outObj['Stiffener']['NotchBottom'])) - st_notch_top = str(float(outObj['Stiffener']['NotchTop'])) - st_weld = str(float(outObj['Stiffener']['Weld'])) - - - - - # Plate - if float(number_of_bolts) <= 20: - plate_tk_min = str(float(outObj['Plate']['ThickRequired'])) - end_plate_thickness = str(float(outObj['Plate']['Thickness'])) - # M_p = str(float(outObj['Plate']['Mp'])) - plate_height = str(float(outObj['Plate']['Height'])) - plate_width = str(float(outObj['Plate']['Width'])) - # plate_moment_demand = str(float(outObj['Plate']['MomentDemand'])) - # plate_moment_capacity = str(float(outObj['Plate']['MomentCapacity'])) - else: - plate_tk_min = str(float(outObj['Plate']['ThickRequired'])) - end_plate_thickness = str(float(outObj['Plate']['Thickness'])) - # M_p = str(float(outObj['Plate']['Mp'])) - plate_height = str(float(outObj['Plate']['Height'])) - plate_width = str(float(outObj['Plate']['Width'])) - # plate_moment_demand = str(float(outObj['Plate']['MomentDemand'])) - # plate_moment_capacity = str(float(outObj['Plate']['MomentCapacity'])) - - be = float(beam_B / 2) - b_e = str(be) - - # Weld - if weld_method == "Fillet Weld": - - if float(number_of_bolts) <= 20: - - flange_weld_size_min = str(float(outObj["Weld"]["FlangeSizeMin"])) - flange_weld_throat_max = str(float(outObj["Weld"]["FlangeSizeMax"])) - flange_weld_throat_size = str(float(outObj["Weld"]["FlangeThroat"])) - - flange_weld_stress = str(float(outObj["Weld"]["FlangeStress"])) - flange_weld_strength = str(float(outObj["Weld"]["FlangeStrength"])) - - flange_weld_effective_length_top = str(float(outObj["Weld"]["FlangeLengthTop"])) - flange_weld_effective_length_bottom = str(float(outObj["Weld"]["FlangeLengthBottom"])) - - - web_weld_stress = str(float(outObj["Weld"]["WebStress"])) - web_weld_strength = str(float(outObj["Weld"]["WebStrength"])) - - web_weld_size_min = str(float(outObj["Weld"]["WebSizeMin"])) - web_weld_throat_max = str(float(outObj["Weld"]["WebSizeMax"])) - web_weld_throat_size = str(float(outObj["Weld"]["WebThroat"])) - - web_weld_effective_length = str(float(outObj["Weld"]["WebLength"])) - - - - else: - groove_weld_size = str(float(outObj["Weld"]["Size"])) - -# Calling pitch distance values from Output dict of calc file - if endplate_type == 'flush': - if number_of_bolts == 4: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - - elif number_of_bolts == 8: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - - elif number_of_bolts == 12: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - pitch56 = str(float(outObj['Bolt']['Pitch56'])) - - else: - pass - - elif endplate_type == 'one_way': - - if number_of_bolts == 6: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - - elif number_of_bolts == 8: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - - elif number_of_bolts == 10: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - - elif number_of_bolts == 12: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - pitch56 = str(float(outObj['Bolt']['Pitch56'])) - - else: - pass - - else: # endplate_type == 'both_way': - if number_of_bolts == 8: - pitch = str(float(outObj['Bolt']['Pitch'])) - elif number_of_bolts == 12: - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - elif number_of_bolts == 16: - pitch23 = str(float(outObj['Bolt']['Pitch23'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - pitch56 = str(float(outObj['Bolt']['Pitch56'])) - pitch67 = str(float(outObj['Bolt']['Pitch67'])) - elif number_of_bolts == 20: - pitch12 = str(float(outObj['Bolt']['Pitch12'])) - pitch34 = str(float(outObj['Bolt']['Pitch34'])) - pitch45 = str(float(outObj['Bolt']['Pitch45'])) - pitch56 = str(float(outObj['Bolt']['Pitch56'])) - pitch67 = str(float(outObj['Bolt']['Pitch67'])) - pitch78 = str(float(outObj['Bolt']['Pitch78'])) - pitch910 = str(float(outObj['Bolt']['Pitch910'])) - else: - pass - # Calls from connection calculations file - k_h = str(float(ConnectionCalculations.calculate_k_h(bolt_hole_type))) - F_0 = str(float(ConnectionCalculations.proof_load_F_0(bolt_dia, bolt_fu))) - - # End Plate - - plateDimension = str(plate_height) + " X " + str(plate_width) + " X " + str(end_plate_thickness) - - status = str(outObj['Bolt']['status']) - - ###################################################################### - # Header of the pdf fetched from dialogbox - - rstr = t('table border-collapse= "collapse" border="1px solid black" width=100%') - - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Page 1 & 2 of report - # Design Conclusion - - rstr += t('table border-collapse= "collapse" border="1px solid black" width= 100% ') - - row = [0, 'Design Conclusion', "IS800:2007/Limit state design"] - rstr += t('tr') - rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - - - if status == 'True': - row = [1, "Beam to Column end plate moment connection", "

Pass

"] - else: - row = [1, "Beam to Column end plate moment connection", "

Fail

"] - rstr += t('tr') - rstr += t('td class="detail1 "') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail1"') + row[2] + t('/td') - rstr += t('/tr') - - # row = [0, "Extended End Plate", " "] - # rstr += t('tr') - # rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td') - # rstr += t('/tr') - - row = [0, "Connection Properties", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Connection ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Connection Type", "Moment Connection"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: should we add Single Extended End Plate - # row = [1, "Connection Title", " Single Fin Plate"] - row = [1, "Connection Title", "Extended End Plate"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - if endplate_type == "Flush end plate": - row = [1, "End plate type", "Flush end plate"] - elif endplate_type == "Extended one way": - row = [1,"End plate type", "Extended one way"] - else: - row = [1,"End plate type", "Extended both way"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Connection Category ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Connectivity", connectivity] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Beam Connection", "Welded"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Column Connection", "Bolted"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Loading Details ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Bending Moment (kNm)", factored_moment] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Shear Force (kN)", factored_shear_load] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Axial Force (kN)", factored_axial_load] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Components ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Beam Section", beam_sec] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Material", "Fe " + beam_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Column Section", column_sec] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Material", "Fe " + column_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: Check with sir weather to add below lines (Danish) - # row = [2, "Hole", bolt_hole_type] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - row = [1, "Plate Section", plateDimension] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Thickness (mm)", end_plate_thickness] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Width (mm)", plate_width] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Depth (mm)", plate_height] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Hole", bolt_hole_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Weld ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [2, "Type", "Double Fillet"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Weld at Flange (mm)", uiObj['Weld']['Flange (mm)']] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Weld at Web (mm)", uiObj['Weld']['Web (mm)']] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Bolts ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [2, "Type", bolt_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Grade", bolt_grade] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Diameter (mm)", bolt_dia] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Bolt Numbers", number_of_bolts] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # row = [2, "Columns (Vertical Lines)", "2"] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - # - # row = [2, "Bolts Per Column", no_rows] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - row = [2, "End Distance (mm)", end_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Edge Distance (mm)", edge_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch Distance (mm)", pitch_mini] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Cross-centre gauge (mm)", cross_centre_gauge] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: Create a table for pitch distance values - if number_of_bolts == 8: - row = [2, "Pitch (mm)", pitch] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 12: - row = [2, "Pitch_2_3 (mm)", pitch23] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch34] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch45] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 16: - row = [2, "Pitch_2_3 (mm)", pitch23] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch34] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch45] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_5_6 (mm)", pitch56] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_6_7 (mm)", pitch67] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 20: - row = [2, "Pitch_1_2 (mm)", pitch12] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch34] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch45] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_5_6 (mm)", pitch56] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_6_7 (mm)", pitch67] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_7_8 (mm)", pitch78] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_9_10 (mm)", pitch910] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - else: - pass - - row = [0, "Assembly ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Beam-Beam Clearance (mm)", plate_thk] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # page break - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') - rstr += t('/h1') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Header of the pdf fetched from dialogbox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Start of page 3 - # Design Preferences - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Design Preferences", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Bolt &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Bolt ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Hole Type", bolt_hole_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Hole Clearance (mm)", bolt_hole_clrnce] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Material Grade (MPa) (overwrite)", bolt_grade_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - if bolt_type == "Friction Grip Bolt": - row = [1, "Slip factor", slip_factor] - else: - row = [1, "Slip factor", "N/A"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - if bolt_Type == "Pre-tensioned": - row = [1, "Beta (β)(pre-tensioned bolt)", str(1)] - else: - row = [1, "Beta (β)(non pre-tensioned)", str(2)] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Weld &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Weld ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Type of Weld", typeof_weld] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Material Grade (MPa) (overwrite)", fu_overwrite] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Detailing &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Detailing ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Type of Edges", typeof_edge] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Minimum Edge-End Distance", min_edgend_dist + " times the hole diameter"] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: Should there be a gap b/w beams? - # row = [1, "Gap between Beam and Column (mm)", gap] - # rstr += t('tr') - # rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + row[2] + t('/td') - # rstr += t('/tr') - - row = [1, "Are members exposed to corrosive influences?", corrosive] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Design &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Design ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Design Method", design_method] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Bolt &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Start of page 4 & 5 (Design Checks) - - # Header of the pdf fetched from dialogue - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - rstr += t('hr') - rstr += t('/hr') - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Design Check", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Check", "Required", "Provided", "Remark"] - rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # # Check for tension in critical bolt - # if float(number_of_bolts) <= float(20): - # row = [0, "Tension in critical bolt (kN)", " Tension in bolt due to external factored moment + Prying force = " + tension_critical + "+" + prying_force + " = " + str(float(tension_critical) + float(prying_force)) + "
[cl. 10.4.7] ", " ", ""] - # else: - # row = [0, "Tension in critical bolt (kN)", - # " Tension in bolt due to external factored moment + Prying force = Cannot compute" "
[cl. 10.4.7] ", " ", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - row = [0, "Bolt Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - -# Check for shear capacity - rstr += t('tr') - - required_shear_force = str(float(factored_shear_load) / float(number_of_bolts)) - const = str(round(math.pi / 4 * 0.78, 4)) - n_e = str(1) - n_n = str(1) - - if bolt_type == "Bearing Bolt": - if float(required_shear_force) > float(shear_capacity): - row = [0, "Bolt shear capacity (kN)", - "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), - "Vdsb = (" + bolt_fu + "*" + n_n + "*" + const + "*" + bolt_dia + "*" + bolt_dia + - ")/(√3*1.25) = " + shear_capacity + "
[cl. 10.3.3]", - "

Fail

"] - else: - row = [0, "Bolt shear capacity (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsb = (" + bolt_fu + "*" + n_n + "*" + const + "*" + bolt_dia + "*" + bolt_dia + - ")/(√3*1.25) = " + shear_capacity + "
[cl. 10.3.3]", "

Pass

"] - else: - if float(required_shear_force) > float(slip_capacity): - row = [0, "Bolt shear capacity (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsf = (" + slip_factor + "*" + n_e + "*" + k_h + "*" + F_0 + - ") / 1.25 = " + slip_capacity + "
[cl. 10.4.3]", "

Fail

"] - else: - row = [0, "Bolt shear capacity (kN)", - "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), - "Vdsf = (" + slip_factor + "*" + n_e + "*" + k_h + "*" + F_0 + - ") / 1.25 = " + slip_capacity + "
[cl. 10.4.3]", - "

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for bearing capacity - rstr += t('tr') - if bolt_type == "Friction Grip Bolt" : - row = [0, "Bolt bearing capacity (kN)", "N/A", "N/A", ""] - else: - row = [0, "Bolt bearing capacity (kN)", "", " Vdpb = (2.5 * kb * d * t * fu = " + bearing_capacity + "
[cl. 10.3.4]", ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for bolt capacity - rstr += t('tr') - if bolt_type == "Bearing Bolt": - row = [0, "Bolt capacity (kN)","min(Shear Capacity, Bearing Capacity) =" + " min (" + shear_capacity + ", " + bearing_capacity + ") ", bolt_capacity, ""] - else: - row = [0, "Bolt capacity (kN)","", "Bolt shear Capacity ="+bolt_capacity, ""] - - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for Tension capacity of bolt - # TODO: Check for bearing bolt type (Danish) - rstr += t('tr') - - if float(number_of_bolts) <= float(20): - - if float(tension_in_bolt) > float(bolt_tension_capacity): - row = [0, "Tension capacity of bolt (kN)", "Tension in bolt due to external moment + external axial load + prying force ="+ str(float(tension_in_bolt)), - " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / (1.25*1000) = " - + bolt_tension_capacity + "
[cl. 10.4.5]", "

Fail

"] - else: - - row = [0, "Tension capacity of bolt (kN)", "Tension in bolt due to external moment + external axial load + prying force ="+ str(float(tension_in_bolt)), - " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / " "(1.25*1000) = " - + bolt_tension_capacity + "
[cl. 10.4.5]", "

Pass

"] - else: - row = [0, "Tension capacity of critical bolt (kN)", "Cannot compute", - " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / (1.25*1000) = " - + bolt_tension_capacity + "
[cl. 10.4.5]", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for Combined capacity - rstr += t('tr') - if float(number_of_bolts) <= float(20): - if bolt_type == "Friction Grip Bolt": - if float(combined_capacity) > float(1): - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsf/Vdf)^2 + (Tf/Tdf)^2 = (" + Vsf + "/" + Vdf + ")^2 + (" - + Tf + "/" + Tdf + ")^2 = " + combined_capacity + "
[cl. 10.4.6]", "

Fail

"] - else: - - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", - "(Vsf/Vdf)^2 + (Tf/Tdf)^2 = (" + Vsf + "/" + Vdf + ")^2 + (" - + Tf + "/" + Tdf + ")^2 = " + combined_capacity + "
[cl. 10.4.6]", "

Pass

"] - else: - if float(combined_capacity) > float(1): - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = (" + Vsb + "/" + Vdb + ")^2 + (" - + Tb + "/" + Tdb + ")^2 = " + combined_capacity + "
[cl. 10.3.6]", "

Fail

"] - # print(type(row)) - - else: - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = (" + Vsb + "/" + Vdb + ")^2 + (" - + Tb + "/" + Tdb + ")^2 = " + combined_capacity + "
[cl. 10.3.6]", "

Pass

"] - else: - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", - "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = Cannot compute" "
[cl. 10.3.6]", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Number of bolts required - rstr += t('tr') - row = [0, "No. of bolts", "≥ 4 , ≤ 12", str(float(number_of_bolts)), ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # # Number of Column(s) - # rstr += t('tr') - # - # row = [0, "No. of column(s)", " ", "2", ""] - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - # - # # Number of bolts per column - # rstr += t('tr') - # if float(number_of_bolts) <= float(20): - # row = [0, "No. of row(s)", " ", no_rows, ""] - # else: - # row = [0, "No. of row(s)", " ", " Cannot compute", ""] - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - - # TODO: Add pitch checks (Danish) - # Bolt pitch - if number_of_bolts == 8: - if float(pitch) < float(pitch_mini) or float(pitch) > float(pitch_max): - row = [0, "Bolt pitch (mm)"," ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]",pitch, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 12: - if float(pitch23) == float(pitch45) < float(pitch_mini) or float(pitch34) < float(pitch_mini): - if float(pitch23) == float(pitch45) > float(pitch_mini) or float(pitch34) > float(pitch_max): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch23 and pitch34, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch23 and pitch34, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 16: - if float(pitch23) == float(pitch34) == float(pitch56) == float(pitch67) < float(pitch_mini) or float(pitch45) < float(pitch_mini): - if float(pitch23) == float(pitch34) == float(pitch56) == float(pitch67) > float(pitch_mini) or float(pitch45) > float(pitch_mini): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch23 and pitch45, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch23 and pitch45, - "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 20: - if float(pitch12) == float(pitch34) == float(pitch45) == float(pitch67) == float(pitch78) == float(pitch910) < float(pitch_mini) or float(pitch56) < float(pitch_mini): - if float(pitch12) == float(pitch34) == float(pitch45) == float(pitch67) == float(pitch78) == float(pitch910) > float(pitch_mini) or float(pitch56) > float(pitch_mini): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch12 and pitch56, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch12 and pitch56, - "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Pitch Distance - rstr += t('tr') - - if float(pitch_dist) < float(pitch_dist_min) or float(pitch_dist) > float(pitch_dist_max): - row = [0, "Pitch distance (mm)"," ≥ 2.5*" + bolt_dia + " = " + pitch_dist_min + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + pitch_dist_max + "
[cl. 10.2.2 & cl. 10.2.3]", - pitch_dist, "

Fail

"] - else: - row = [0, "Pitch distance (mm)", - " ≥ 2.5*" + bolt_dia + " = " + pitch_dist_min + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + pitch_dist_max + "
[cl. 10.2.2 & cl. 10.2.3]", - pitch_dist, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # if float(gauge_distance) > float(gauge_max): - # row = [0, "Bolt gauge (mm)"," ≥ 2.5*" + bolt_dia + " = " + gauge_mini + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]", - # gauge_distance, "

Fail

"] - # else: - # row = [0, "Bolt gauge (mm)"," ≥ 2.5*" + bolt_dia + " = " + gauge_mini + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]", - # gauge_distance, "

Pass

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - # End Distance - rstr += t('tr') - - end_mini_actual = str(float(min_edgend_dist) * float(dia_hole)) - - if typeof_edge == "a - Sheared or hand flame cut": - - if float(end_distance) < float(end_mini) or float(end_distance) > float(end_max): - row = [0, "End distance (mm)"," ≥ 1.7 do" + " = " + end_mini_actual + ", ≤ 12*t*ε" + " = " + end_max + "
[cl. 10.2.4]", - end_distance,"

Fail

"] - else: - row = [0, "End distance (mm)"," ≥ 1.7 do" + " = " + end_mini_actual + ", ≤ 12*t*ε" + " = " + end_max + "
[cl. 10.2.4]", - end_distance,"

Pass

"] - - else: - if float(end_distance) < float(end_mini) or float(end_distance) > float(end_max): - row = [0, "End distance (mm)", - " ≥ 1.5 do" + " = " + end_mini_actual + ", ≤ 12*t*ε" + " = " + end_max + "
[cl. 10.2.4]", - end_distance, "

Fail

"] - else: - - row = [0, "End distance (mm)", - " ≥ 1.5 do" + " = " + end_mini_actual + ", ≤ 12*t*ε" + " = " + end_max + "
[cl. 10.2.4]", - end_distance, "

Pass

"] - -# " ≥ " + min_edgend_dist + "*" + dia_hole + " = " + end_mini_actual + ", ≤ 12*" + end_plate_thickness + " = " + end_max + "
[cl. 10.2.4]" - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - rstr += t('tr') - - # if float(end_distance) > float(end_max): - # row = [0, "End distance (mm)", - # " ≥ " + min_edgend_dist + "*" + dia_hole + " = " + end_mini_actual + ", ≤ 12*" + end_plate_thickness + " = " + end_max + "
[cl. 10.2.4]", end_distance, - # "

Fail

"] - # else: - # row = [0, "End distance (mm)", - # " ≥ " + min_edgend_dist + "*" + dia_hole + " = " + end_mini_actual + ", ≤ 12*" + end_plate_thickness + " = " + end_max + "
[cl. 10.2.4]", - # end_distance, "

Pass

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - # rstr += t('tr') - - # Edge Distance - rstr += t('tr') - - edge_mini_actual = end_mini_actual - if typeof_edge == "a - Sheared or hand flame cut": - if float(edge_distance) < float(edge_mini) or float(edge_distance) > float(edge_max): - row = [0, "Edge distance (mm)"," ≥ 1.7 do" + " = " + edge_mini_actual + ", ≤ 12*t*ε" + " = " + edge_max + "
[cl. 10.2.4]", - end_distance, "

Fail

"] - else: - row = [0, "Edge distance (mm)"," ≥ 1.7 do" + " = " + edge_mini_actual + ", ≤ 12*t*ε" + " = " + edge_max + "
[cl. 10.2.4]", - end_distance, "

Pass

"] - else: - if float(edge_distance) < float(edge_mini) or float(edge_distance) > float(edge_max): - row = [0, "Edge distance (mm)"," ≥ 1.5 do" + " = " + edge_mini_actual + ", ≤ 12*t*ε" + " = " + edge_max + "
[cl. 10.2.4]",end_distance, "

Fail

"] - else: - row = [0, "Edge distance (mm)"," ≥ 1.5 do" + " = " + edge_mini_actual + ", ≤ 12*t*ε" + " = " + edge_max + "
[cl. 10.2.4]",end_distance, "

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - rstr += t('tr') - - rstr += t('tr') - if float(number_of_bolts) <= float(20): - - if endplate_type == "Flush end plate": - if l_v < 33 or l_v > 47: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "33mm ≤ lv ≤ 47mm",l_v, "

Fail

"] - else: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "33mm ≤ lv ≤ 47mm",l_v, "

Pass

"] - - elif endplate_type == "Extended one way": - if l_v < 25 or l_v > 63.5: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "25mm ≤ lv ≤ 38mm",l_v, "

Fail

"] - else: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "25mm ≤ lv ≤ 38mm",l_v, "

Pass

"] - else: - if l_v < 50 or l_v > 62.5: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "50mm ≤ lv ≤ 62.5mm",l_v, "

Fail

"] - else: - row = [0, "Distance to the centre line of bolt from face of beam flange (mm)", "50mm ≤ lv ≤ 62.5mm",l_v, "

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - rstr += t('tr') - - - row = [0, "Plate Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - # Plate thickness - rstr += t('tr') - if float(number_of_bolts) <= (20): - if float(plate_tk_min) > float(end_plate_thickness): - row = [0, "Plate thickness (mm)", ("≤ √ (M *" + "(1.1/fy) *" + "(4/be))"), end_plate_thickness, "

Fail

"] - else: - row = [0, "Plate thickness (mm)", ("≤ √ (M *" + "(1.1/fy) *" + "(4/be))"), end_plate_thickness, "

Pass

"] - else: - row = [0, "Plate thickness (mm)", " Cannot compute ", end_plate_thickness, "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # "( (4" "*" "1.10" "*" + M_p + "*1000)/(" + end_plate_fy + "*" + b_e + ") ) ^ 0.5 = " + str(round(float(plate_tk_min), 3)) + - # "
[Design of Steel Structures - N. Subramanian, 2014]" - - # Plate Height - - # if number_of_bolts == 20: - # plate_height_mini = str(float(beam_d) + float(50) + float(2 * float(pitch_mini)) + float(2 * float(end_mini))) # for 20 number of bolts - # plate_height_max = str(float(beam_d) + float(50) + float(2 * float(pitch_mini)) + float(2 * float(end_max))) # for 20 number of bolts - # else: - # plate_height_mini = str(float(beam_d) + float(50) + float(2 * float(end_mini))) # for bolts less than 20 - # plate_height_max = str(float(beam_d) + float(50) + float(2 * float(end_max))) # for bolts less than 20 - - rstr += t('tr') - - if float(number_of_bolts) <= float(20): - row = [0, "Plate height (mm)", "", plate_height, ""] - - else: - row = [0, "Plate height (mm)", " Cannot compute ", " Cannot compute", "

Fail

", "300",""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -# "≥ (" + str(beam_d) + "+ 50.0 +" " (2*" + str(float(end_mini)) + ")) = " + plate_height_mini + ", ≤ (" + str(beam_d) + "+ 50.0 + (" "2*" + end_max + - # ")) = " + plate_height_max + "
[based on detailing requirements]" - - - # Plate Width - rstr += t('tr') - - if float(number_of_bolts) <= 20: - #g_1 = float(90) # cross centre gauge distance - plate_width_mini = beam_B # max(float((g_1 + (2 * float(edge_mini)))), beam_B) - plate_width_max = beam_B+25 # max(float((beam_B + 25)), float(plate_width_mini)) - - if float(plate_width) < float(plate_width_mini) or float(plate_width) > float(plate_width_max): - row = [0, "Plate width (mm)", "≤ bf + 25" + " , " + "> bfFail

", "300", ""] - else: - row = [0, "Plate width (mm)", "≤ bf + 25" + " , " + "> bfPass

", "300", ""] - else: - row = [0, "Plate width (mm)", " Cannot compute ", " Cannot compute ", "

Fail

", "300", ""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -# "≥ max (" + str(g_1) + "+ (2*" + str(float(edge_mini)) + ")), " + str(beam_B) + "), ≤ max ((" + str(beam_B) + "+ 25), " + str(plate_width_mini) + - # ")
[based on detailing requirements]" - -# "> bfbf + 25 - - # # Plate Moment capacity - # rstr += t('tr') - # - # if float(number_of_bolts) <= 20: - # if float(plate_moment_demand) > float(plate_moment_capacity): - # row = [0, "Plate moment capacity (kNm)", - # "Moment demand (Md) = ((" + plate_tk_min + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_demand + "
[Design of Steel Structures - N. Subramanian, 2014]", - # "Moment capacity (Mc) = ((" + end_plate_thickness + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_capacity + - # "
[Design of Steel Structures - N. Subramanian, 2014]", "

Fail

"] - # else: - # row = [0, "Plate moment capacity (kNm)", - # "Moment demand (Md) = ((" + plate_tk_min + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_demand + "
[Design of Steel Structures - N. Subramanian, 2014]", - # "Moment capacity (Mc) = ((" + end_plate_thickness + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_capacity + - # "
[Design of Steel Structures - N. Subramanian, 2014]", "

Pass

"] - # else: - # row = [0, "Plate moment capacity (kNm)", "Moment demand (Md) = Cannot compute", - # "Moment capacity (Mc) = Cannot compute", "

Fail

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - -# weld checks - row = [0, "Weld Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - # flange web checks - row = [0, "Flange", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - # Weld thickness at flange - rstr += t('tr') - if weld_method == "Fillet Weld": - if float(number_of_bolts) <= 20: - row = [0, "Effective weld length on top flange (mm)", "", flange_weld_effective_length_top, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - row = [0, "Effective weld length on bottom flange (mm)", "", flange_weld_effective_length_bottom, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - if float(flange_weld_throat_size) < float(flange_weld_size_min) or float(flange_weld_throat_size) > (flange_weld_throat_max): - row = [0, "Weld throat thickness at flange (mm)", "< " + str(flange_weld_throat_max) + ",""> " + str(flange_weld_throat_max) , str(float(flange_weld_throat_size)), "

Fail

"] - - else: - row = [0, "Weld throat thickness at flange (mm)", "< " + str(flange_weld_throat_max) + ",""> " + str(flange_weld_throat_max) , str(float(flange_weld_throat_size)), "

Pass

"] - - - # if float(flange_weld_stress) > float(flange_weld_strength): - # row = [0, "Critical stress in weld at flange (N/mm^2)", - # "≥ (fu / 𝛾mb * √3) =" + flange_weld_stress, - # flange_weld_strength, "

Fail

"] - # else: - # row = [0, "Critical stress in weld at flange (N/mm^2)", - # "≥ (fu / 𝛾mb * √3) =" + flange_weld_stress, - # flange_weld_strength, "

Pass

"] - - - - else: - row = [0,"Weld Size at Flange (mm)","",groove_weld_size,""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - if weld_method == "Fillet Weld": - if float(number_of_bolts) <= 20: - - - if float(flange_weld_stress) > float(flange_weld_strength): - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≥ (fu / 𝛾mb * √3) =" + flange_weld_stress, - "(fu * lw * te) / (𝛾mw * √3 = )" + flange_weld_strength, "

Fail

"] - else: - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≥ (fu / 𝛾mb * √3) =" + flange_weld_stress, - "(fu * lw * te) / (𝛾mw * √3 = )" + flange_weld_strength, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Effective length of weld on flange - # rstr += t('tr') - # if weld_method == "Fillet Weld": - # if float(number_of_bolts) <= 20: - # row = [0, "Effective weld length on top flange (mm)", "", flange_weld_effective_length_top, ""] - # else: - # row = [0, "Effective weld length on top flange (mm)", "", " Cannot compute ", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - # - # - # # Effective length of weld on flange - # rstr += t('tr') - # if weld_method == "Fillet Weld": - # if float(number_of_bolts) <= 20: - # row = [0, "Effective weld length on bottom flange (mm)", "", flange_weld_effective_length_bottom, ""] - # else: - # row = [0, "Effective weld length on bottom flange (mm)", "", " Cannot compute ", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - -# web checks - row = [0, "Web", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # Weld thickness at web - rstr += t('tr') - if weld_method == "Fillet Weld": - if float(number_of_bolts) <= 20: - row = [0, "Effective weld length on flange (each side) (mm)", "", web_weld_effective_length, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - if float(web_weld_throat_size) < float(web_weld_size_min) or float(web_weld_throat_size) > (web_weld_throat_max): - row = [0, "Weld throat thickness at web (mm)", "< " + str(web_weld_size_min)+ ",""> " + str(web_weld_throat_max) , web_weld_throat_size, "

Fail

"] - - else: - row = [0, "Weld throat thickness at web (mm)", "< " + str(web_weld_size_min)+ ",""> " + str(web_weld_throat_max) , web_weld_throat_size, "

Pass

"] - else: - row = [0, "Weld Size at Web (mm)","", groove_weld_size, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - if weld_method == "Fillet Weld": - if float(number_of_bolts) <= 20: - if float(web_weld_stress) > float(web_weld_strength): - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≥ (fu / 𝛾mb * √3) =" + web_weld_stress, - "(fu * lw * te) / (𝛾mw * √3 = )" + web_weld_strength, "

Fail

"] - else: - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≥ (fu / 𝛾mb * √3) =" + web_weld_stress, - "(fu * lw * te) / (𝛾mw * √3 = )" + web_weld_strength, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # # Effective length of weld on web - # rstr += t('tr') - # if weld_method == "Fillet Weld": - # if float(number_of_bolts) <= 20: - # row = [0, "Effective weld length on flange (each side) (mm)", "", web_weld_effective_length, ""] - # else: - # row = [0, "Effective weld length on flange (each side) (mm)", "", " Cannot compute ", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - - # if float(number_of_bolts) <= 20: - # if float(critical_stress_flange) > float(weld_strength): - # row = [0, "Critical stress in weld at flange (N/mm^2)", "≤ " + str(weld_fu_govern) + " / (√3 * 1.25) = " + weld_strength + - # "
[cl. 10.5.7]", "(" + force_flange + "* 10^3)/(3 * " + str(effective_length_flange) + ") = " + critical_stress_flange, - # "

Fail

"] - # else: - # row = [0, "Critical stress in weld at flange (N/mm^2)", "≤ " + str(weld_fu_govern) + " / (√3 * 1.25) = " + weld_strength + - # "
[cl. 10.5.7]", "(" + force_flange + "* 10^3)/(3 * " + str(effective_length_flange) + ") = " + critical_stress_flange, - # "

Pass

"] - # else: - # row = [0, "Critical stress in weld at flange (N/mm^2)", " Cannot compute ", " Cannot compute ", "

Fail

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - # - # # Weld at web - # rstr += t('tr') - # - # if float(number_of_bolts) <= 20: - # if float(critical_stress_web) > float(weld_strength): - # row = [0, "Critical stress in weld at web (N/mm ^ 2)", - # "≤ " + str(weld_fu_govern) + "/(√3 * 1.25) = " + weld_strength + - # "
[cl. 10.5.7 and cl. 10.5.10]", "√((" + str(fa_web) + ")^2 + (3 * " + str(q_web) + "^2)) =" + critical_stress_web, - # "

Fail

"] - # else: - # row = [0, "Critical stress in weld at web (N/mm ^ 2)", - # "≤ " + str(weld_fu_govern) + "/(√3 * 1.25) = " + weld_strength + - # "
[cl. 10.5.7 and cl. 10.5.10]", "√((" + str(fa_web) + ")^2 + (3 * " + str(q_web) + "^2)) =" + critical_stress_web, - # "

Pass

"] - # else: - # row = [0, "Critical stress in weld at web (N/mm ^ 2)", " Cannot compute", " Cannot compute ", "

Fail

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # - # # Stiffener Checks - row = [0, "Stiffener Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - -# Horizontal continuity plate in tension - row = [0, "Horizontal Continuity Plate in Tension", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - - rstr += t('tr') - row = [0, "Length (mm)", "", cont_plate_tens_length, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - rstr += t('tr') - row = [0, "Width (mm)", "", cont_plate_tens_width, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - rstr += t('tr') - row = [0, "Thickness (mm)", "≤"+ str(round(float(cont_plate_comp_thk_min),3)), cont_plate_tens_thk, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - rstr += t('tr') - row = [0, "Weld (mm)", "", cont_plate_tens_weld, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -# Horizontal continuity plate in comp - row = [0, "Horizontal Continuity Plate in Tension", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Length (mm)", "", cont_plate_comp_length, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Width (mm)", "", cont_plate_comp_width, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Thickness (mm)", "≤"+ str(round(float(cont_plate_comp_thk_min),3)), cont_plate_comp_thk, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Weld (mm)", "", cont_plate_comp_weld, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # End Plate Stifferners - row = [0, "End Plate Stiffeners", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Length (mm)", "", st_length, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Height (mm)", "", st_height, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Thickness (mm)", "", st_thk, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Noch at top side of plate (mm)", "", st_notch_top, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Noch at bottom side of plate (mm)", "", st_notch_bottom, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Fillet weld size (mm)", "", st_weld, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # ######################################### End of checks ######################################### - # Header of the pdf fetched from dialogbox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # ################################### Page 6: Views################################################### - - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - if status == "True": - - row = [0, "Different Views of the Connection", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail" align=center ' - '') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/images_html/extendSide.png" - dataside = '' % side - - top = folder + "/images_html/extendTop.png" - datatop = '' % top - - front = folder + "/images_html/extendFront.png" - datafront = '' % front - - if status == 'True': - row = [0, datapng] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - if status == 'True': - row = [0, datapng] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - - row = [1, datatop] - rstr += t('tr') - rstr += t('td align="center" class=" header2 "') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, datatop] - rstr += t('tr') - rstr += t('td align="center" class=" header2 "') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - - - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Different Views of the Connection", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail" align=center ' - '') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/images_html/extendSide.png" - dataside = '' % side - - top = folder + "/images_html/extendTop.png" - datatop = '' % top - - front = folder + "/images_html/extendFront.png" - datafront = ' height = "400"' % front - - if status == 'True': - row = [1, dataside] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, datafront] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - else: - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - row = [0, "Views", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/images_html/extendSide.png" - dataside = '' % side - - top = folder + "/images_html/extendTop.png" - datatop = '' % top - - front = folder + "/images_html/extendFront.png" - datafront = '' % front - - if status == 'True': - row = [0, datapng, datatop] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td align="center" class=" header2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, dataside, datafront] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td align="center" class=" header2 "') + row[2] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # ########################################################################################### - # Header of the pdf fetched from dialougebox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Additional comments - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - rstr += t('''col width=30%''') - rstr += t('''col width=70%''') - - rstr += t('tr') - row = [0, "Additional Comments", addtionalcomments] - rstr += t('td class= "detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class= "detail2" align="justified"') + row[2] + t('/td') - rstr += t('/tr') - # - rstr += t('/table') - - myfile.write(rstr) - myfile.write(t('/body')) - myfile.write(t('/html')) - myfile.close() - - -def space(n): - rstr = " " * 4 * n - return rstr - - -def t(n): - return '<' + n + '/>' - - -def w(n): - return '{' + n + '}' - - -def quote(m): - return '"' + m + '"' diff --git a/Connections/Moment/BCEndPlate/svg_window.py b/Connections/Moment/BCEndPlate/svg_window.py deleted file mode 100644 index 0d61ba1af..000000000 --- a/Connections/Moment/BCEndPlate/svg_window.py +++ /dev/null @@ -1,138 +0,0 @@ -''' -Created on 13-November-2017 - -@author: Reshma Konjari -''' -from PyQt5 import QtSvg -from PyQt5.QtGui import QFont, QPixmap -from PyQt5.QtWidgets import QApplication, QFileDialog, QSpacerItem, QSizePolicy, QPushButton, \ - QMessageBox, QHBoxLayout, QFrame, QLabel,QGridLayout -import sys -import shutil -import os - - -class SvgWindow(object): - - def call_svgwindow(self, filename, view, folder): - self.folder = folder - self.svgWidget = QtSvg.QSvgWidget() - - self.label = QLabel(self.svgWidget) - self.label.setFrameShape(QFrame.Box) - self.label.setFrameShadow(QFrame.Plain) - self.label.setPixmap(QPixmap(filename)) - self.label.setScaledContents(True) - - self.gridlayout = QGridLayout(self.svgWidget) - self.gridlayout.addWidget(self.label, 0, 0, 1, 3) - spaceritem = QSpacerItem(260,20, QSizePolicy.Expanding, QSizePolicy.Minimum) - self.gridlayout.addItem(spaceritem, 1, 0, 1, 1) - - self.horizontallayout = QHBoxLayout() - self.gridlayout.addLayout(self.horizontallayout, 1, 1, 1, 1) - spaceritem2 = QSpacerItem(260, 20, QSizePolicy.Expanding, QSizePolicy.Minimum) - self.gridlayout.addItem(spaceritem2, 1, 2, 1, 1) - self.svgWidget.setFixedSize(900, 700) - - self.btn_save_png = QPushButton('Save as PNG', self.svgWidget) - self.btn_save_png.setToolTip('Saves 2D Image as PNG') - self.btn_save_png.resize(self.btn_save_png.sizeHint()) - self.btn_save_svg = QPushButton('Save as SVG', self.svgWidget) - self.btn_save_svg.setToolTip('Saves 2D Image as SVG') - self.btn_save_svg.resize(self.btn_save_svg.sizeHint()) - - self.horizontallayout.addWidget(self.btn_save_png) - self.horizontallayout.addWidget(self.btn_save_svg) - - myfont = QFont() - myfont.setBold(True) - myfont.setPointSize(10) - myfont.setFamily("Arial") - self.btn_save_png.setFont(myfont) - self.btn_save_svg.setFont(myfont) - self.svgWidget.setWindowTitle('2D View') - self.svgWidget.show() - - self.btn_save_png.clicked.connect(lambda: self.save_2d_image_png_names(view)) - self.btn_save_svg.clicked.connect(lambda: self.save_2d_image_svg_names(view)) - - def save_2d_image_png_names(self, view): - flag = True - - if view == "Front": - png_image_path = os.path.join(self.folder, "images_html", "extendFront.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - elif view == "Side": - png_image_path = os.path.join(self.folder, "images_html", "extendSide.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - else: - png_image_path = os.path.join(self.folder, "images_html", "extendTop.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - def save_2d_image_svg_names(self, view): - flag = True - - if view == "Front": - png_image_path = os.path.join(self.folder, "images_html", "extendFront.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - elif view == "Side": - png_image_path = os.path.join(self.folder, "images_html", "extendSide.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - else: - png_image_path = os.path.join(self.folder, "images_html", "extendTop.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - -def main(): - app = QApplication(sys.argv) - ex = SvgWindow() - sys.exit(app.exec_()) - -if __name__ == '__main__': - main() diff --git a/Connections/Moment/BCEndPlate/ui_bc_endplate.py b/Connections/Moment/BCEndPlate/ui_bc_endplate.py deleted file mode 100644 index 71becb733..000000000 --- a/Connections/Moment/BCEndPlate/ui_bc_endplate.py +++ /dev/null @@ -1,2242 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_bc_endplate.ui' -# -# Created by: PyQt5 UI code generator 5.10.1 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_MainWindow(object): - def setupUi(self, MainWindow): - MainWindow.setObjectName("MainWindow") - MainWindow.resize(1328, 768) - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/extendedbothways.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - MainWindow.setWindowIcon(icon) - MainWindow.setIconSize(QtCore.QSize(20, 2)) - self.centralwidget = QtWidgets.QWidget(MainWindow) - self.centralwidget.setObjectName("centralwidget") - self.verticalLayout_2 = QtWidgets.QVBoxLayout(self.centralwidget) - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.frame = QtWidgets.QFrame(self.centralwidget) - - self.frame.setMinimumSize(QtCore.QSize(0, 28)) - self.frame.setMaximumSize(QtCore.QSize(16777215, 28)) - self.frame.setFrameShape(QtWidgets.QFrame.NoFrame) - self.frame.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame.setObjectName("frame") - self.btnInput = QtWidgets.QToolButton(self.frame) - self.btnInput.setGeometry(QtCore.QRect(0, 0, 28, 28)) - self.btnInput.setFocusPolicy(QtCore.Qt.TabFocus) - self.btnInput.setLayoutDirection(QtCore.Qt.LeftToRight) - icon1 = QtGui.QIcon() - icon1.addPixmap(QtGui.QPixmap(":/newPrefix/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnInput.setIcon(icon1) - self.btnInput.setIconSize(QtCore.QSize(18, 18)) - self.btnInput.setObjectName("btnInput") - self.btnOutput = QtWidgets.QToolButton(self.frame) - self.btnOutput.setGeometry(QtCore.QRect(30, 0, 28, 28)) - self.btnOutput.setFocusPolicy(QtCore.Qt.TabFocus) - icon2 = QtGui.QIcon() - icon2.addPixmap(QtGui.QPixmap(":/newPrefix/images/output.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnOutput.setIcon(icon2) - self.btnOutput.setIconSize(QtCore.QSize(18, 18)) - self.btnOutput.setObjectName("btnOutput") - self.btnTop = QtWidgets.QToolButton(self.frame) - self.btnTop.setGeometry(QtCore.QRect(160, 0, 28, 28)) - self.btnTop.setFocusPolicy(QtCore.Qt.TabFocus) - icon3 = QtGui.QIcon() - icon3.addPixmap(QtGui.QPixmap(":/newPrefix/images/X-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnTop.setIcon(icon3) - self.btnTop.setIconSize(QtCore.QSize(22, 22)) - self.btnTop.setObjectName("btnTop") - self.btnFront = QtWidgets.QToolButton(self.frame) - self.btnFront.setGeometry(QtCore.QRect(100, 0, 28, 28)) - self.btnFront.setFocusPolicy(QtCore.Qt.TabFocus) - icon4 = QtGui.QIcon() - icon4.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-X.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnFront.setIcon(icon4) - self.btnFront.setIconSize(QtCore.QSize(22, 22)) - self.btnFront.setObjectName("btnFront") - self.btnSide = QtWidgets.QToolButton(self.frame) - self.btnSide.setGeometry(QtCore.QRect(130, 0, 28, 28)) - self.btnSide.setFocusPolicy(QtCore.Qt.TabFocus) - icon5 = QtGui.QIcon() - icon5.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnSide.setIcon(icon5) - self.btnSide.setIconSize(QtCore.QSize(22, 22)) - self.btnSide.setObjectName("btnSide") - self.btn3D = QtWidgets.QCheckBox(self.frame) - self.btn3D.setGeometry(QtCore.QRect(220, 0, 90, 28)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setItalic(False) - font.setUnderline(False) - font.setWeight(75) - font.setStrikeOut(False) - self.btn3D.setFont(font) - self.btn3D.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn3D.setObjectName("btn3D") - self.chkBx_beamSec = QtWidgets.QCheckBox(self.frame) - self.chkBx_beamSec.setGeometry(QtCore.QRect(410, 0, 71, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.chkBx_beamSec.setFont(font) - self.chkBx_beamSec.setFocusPolicy(QtCore.Qt.TabFocus) - self.chkBx_beamSec.setObjectName("chkBx_beamSec") - self.chkBx_connector = QtWidgets.QCheckBox(self.frame) - self.chkBx_connector.setGeometry(QtCore.QRect(490, 0, 151, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.chkBx_connector.setFont(font) - self.chkBx_connector.setFocusPolicy(QtCore.Qt.TabFocus) - self.chkBx_connector.setObjectName("chkBx_connector") - self.chkBx_columnSec = QtWidgets.QCheckBox(self.frame) - self.chkBx_columnSec.setGeometry(QtCore.QRect(310, 0, 91, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.chkBx_columnSec.setFont(font) - self.chkBx_columnSec.setFocusPolicy(QtCore.Qt.TabFocus) - self.chkBx_columnSec.setObjectName("chkBx_columnSec") - self.verticalLayout_2.addWidget(self.frame) - self.splitter = QtWidgets.QSplitter(self.centralwidget) - self.splitter.setOrientation(QtCore.Qt.Vertical) - self.splitter.setObjectName("splitter") - self.frame_2 = QtWidgets.QFrame(self.splitter) - self.frame_2.setMinimumSize(QtCore.QSize(0, 100)) - self.frame_2.setFrameShape(QtWidgets.QFrame.Box) - self.frame_2.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame_2.setLineWidth(1) - self.frame_2.setMidLineWidth(1) - self.frame_2.setObjectName("frame_2") - self.verticalLayout = QtWidgets.QVBoxLayout(self.frame_2) - self.verticalLayout.setContentsMargins(1, 1, 1, 1) - self.verticalLayout.setObjectName("verticalLayout") - self.mytabWidget = QtWidgets.QTabWidget(self.frame_2) - self.mytabWidget.setMinimumSize(QtCore.QSize(0, 450)) - font = QtGui.QFont() - font.setPointSize(8) - font.setBold(True) - font.setItalic(True) - font.setWeight(75) - self.mytabWidget.setFont(font) - self.mytabWidget.setFocusPolicy(QtCore.Qt.NoFocus) - self.mytabWidget.setStyleSheet("QTabBar::tab { height: 75px; width: 1px; }") - self.mytabWidget.setTabPosition(QtWidgets.QTabWidget.West) - self.mytabWidget.setObjectName("mytabWidget") - self.verticalLayout.addWidget(self.mytabWidget) - self.textEdit = QtWidgets.QTextEdit(self.splitter) - self.textEdit.setMinimumSize(QtCore.QSize(0, 125)) - self.textEdit.setMaximumSize(QtCore.QSize(16777215, 16777215)) - font = QtGui.QFont() - font.setPointSize(10) - self.textEdit.setFont(font) - self.textEdit.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOn) - self.textEdit.setReadOnly(True) - self.textEdit.setOverwriteMode(True) - self.textEdit.setObjectName("textEdit") - self.verticalLayout_2.addWidget(self.splitter) - MainWindow.setCentralWidget(self.centralwidget) - self.menubar = QtWidgets.QMenuBar(MainWindow) - self.menubar.setGeometry(QtCore.QRect(0, 0, 1328, 25)) - self.menubar.setStyleSheet("") - self.menubar.setNativeMenuBar(False) - self.menubar.setObjectName("menubar") - self.menuFile = QtWidgets.QMenu(self.menubar) - self.menuFile.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuFile.setObjectName("menuFile") - self.menuEdit = QtWidgets.QMenu(self.menubar) - self.menuEdit.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuEdit.setObjectName("menuEdit") - self.menuView = QtWidgets.QMenu(self.menubar) - self.menuView.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuView.setObjectName("menuView") - self.menuHelp = QtWidgets.QMenu(self.menubar) - self.menuHelp.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuHelp.setObjectName("menuHelp") - self.menuGraphics = QtWidgets.QMenu(self.menubar) - self.menuGraphics.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}") - self.menuGraphics.setObjectName("menuGraphics") - MainWindow.setMenuBar(self.menubar) - self.inputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.inputDock.sizePolicy().hasHeightForWidth()) - self.inputDock.setSizePolicy(sizePolicy) - self.inputDock.setMinimumSize(QtCore.QSize(310, 710)) - self.inputDock.setMaximumSize(QtCore.QSize(310, 710)) - self.inputDock.setBaseSize(QtCore.QSize(310, 710)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setItalic(False) - font.setWeight(75) - self.inputDock.setFont(font) - self.inputDock.setFloating(False) - self.inputDock.setFeatures(QtWidgets.QDockWidget.AllDockWidgetFeatures) - self.inputDock.setObjectName("inputDock") - self.dockWidgetContents = QtWidgets.QWidget() - self.dockWidgetContents.setObjectName("dockWidgetContents") - self.txt_Fy = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Fy.setGeometry(QtCore.QRect(150, 233, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Fy.setFont(font) - self.txt_Fy.setObjectName("txt_Fy") - self.lbl_beam1 = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_beam1.setGeometry(QtCore.QRect(6, 170, 151, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_beam1.setFont(font) - self.lbl_beam1.setObjectName("lbl_beam1") - self.combo_connLoc = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_connLoc.setGeometry(QtCore.QRect(150, 50, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_connLoc.setFont(font) - self.combo_connLoc.setObjectName("combo_connLoc") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.txt_Fu = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Fu.setGeometry(QtCore.QRect(150, 203, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Fu.setFont(font) - self.txt_Fu.setObjectName("txt_Fu") - self.label = QtWidgets.QLabel(self.dockWidgetContents) - self.label.setGeometry(QtCore.QRect(3, -3, 221, 21)) - palette = QtGui.QPalette() - brush = QtGui.QBrush(QtGui.QColor(0, 0, 127)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Active, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Inactive, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Disabled, QtGui.QPalette.Link, brush) - self.label.setPalette(palette) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(True) - font.setItalic(True) - font.setWeight(75) - self.label.setFont(font) - self.label.setObjectName("label") - self.label_4 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_4.setGeometry(QtCore.QRect(6, 50, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_4.setFont(font) - self.label_4.setObjectName("label_4") - self.lbl_fu = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_fu.setGeometry(QtCore.QRect(6, 203, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_fu.setFont(font) - self.lbl_fu.setObjectName("lbl_fu") - self.combo_beamSec = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_beamSec.setGeometry(QtCore.QRect(150, 170, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - self.combo_beamSec.setFont(font) - self.combo_beamSec.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_beamSec.setMaxVisibleItems(5) - self.combo_beamSec.setObjectName("combo_beamSec") - self.lbl_fy = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_fy.setGeometry(QtCore.QRect(6, 228, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_fy.setFont(font) - self.lbl_fy.setObjectName("lbl_fy") - self.label_18 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_18.setGeometry(QtCore.QRect(3, 263, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setItalic(True) - font.setWeight(50) - self.label_18.setFont(font) - self.label_18.setObjectName("label_18") - self.lbl_shear = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_shear.setGeometry(QtCore.QRect(6, 314, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_shear.setFont(font) - self.lbl_shear.setObjectName("lbl_shear") - self.txt_Shear = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Shear.setGeometry(QtCore.QRect(150, 314, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Shear.setFont(font) - self.txt_Shear.setObjectName("txt_Shear") - self.label_5 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_5.setGeometry(QtCore.QRect(3, 370, 150, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_5.setFont(font) - self.label_5.setAlignment(QtCore.Qt.AlignLeading|QtCore.Qt.AlignLeft|QtCore.Qt.AlignVCenter) - self.label_5.setObjectName("label_5") - self.combo_type = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_type.setGeometry(QtCore.QRect(150, 420, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_type.setFont(font) - self.combo_type.setMaxVisibleItems(10) - self.combo_type.setObjectName("combo_type") - self.label_6 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_6.setGeometry(QtCore.QRect(6, 450, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_6.setFont(font) - self.label_6.setObjectName("label_6") - self.combo_grade = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_grade.setGeometry(QtCore.QRect(150, 450, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - self.combo_grade.setFont(font) - self.combo_grade.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_grade.setMaxVisibleItems(6) - self.combo_grade.setObjectName("combo_grade") - self.label_7 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_7.setGeometry(QtCore.QRect(6, 390, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_7.setFont(font) - self.label_7.setObjectName("label_7") - self.label_8 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_8.setGeometry(QtCore.QRect(6, 420, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_8.setFont(font) - self.label_8.setObjectName("label_8") - self.combo_diameter = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_diameter.setGeometry(QtCore.QRect(150, 390, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_diameter.setFont(font) - self.combo_diameter.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_diameter.setMaxVisibleItems(5) - self.combo_diameter.setObjectName("combo_diameter") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.label_40 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_40.setGeometry(QtCore.QRect(3, 480, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_40.setFont(font) - self.label_40.setObjectName("label_40") - self.label_41 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_41.setGeometry(QtCore.QRect(6, 500, 141, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_41.setFont(font) - self.label_41.setObjectName("label_41") - self.combo_plateThick = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_plateThick.setGeometry(QtCore.QRect(150, 500, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_plateThick.setFont(font) - self.combo_plateThick.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_plateThick.setMaxVisibleItems(5) - self.combo_plateThick.setObjectName("combo_plateThick") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.label_42 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_42.setGeometry(QtCore.QRect(3, 530, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_42.setFont(font) - self.label_42.setObjectName("label_42") - self.label_43 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_43.setGeometry(QtCore.QRect(6, 580, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_43.setFont(font) - self.label_43.setObjectName("label_43") - self.outputFrame_2 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_2.setGeometry(QtCore.QRect(988, 620, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_2.sizePolicy().hasHeightForWidth()) - self.outputFrame_2.setSizePolicy(sizePolicy) - self.outputFrame_2.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_2.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_2.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_2.setObjectName("outputFrame_2") - self.txtShrCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtShrCapacity_2.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_2.setText("") - self.txtShrCapacity_2.setReadOnly(True) - self.txtShrCapacity_2.setObjectName("txtShrCapacity_2") - self.txtbearCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtbearCapacity_2.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_2.setReadOnly(True) - self.txtbearCapacity_2.setObjectName("txtbearCapacity_2") - self.txtBoltCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtBoltCapacity_2.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_2.setReadOnly(True) - self.txtBoltCapacity_2.setObjectName("txtBoltCapacity_2") - self.txtNoBolts_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtNoBolts_2.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_2.setReadOnly(True) - self.txtNoBolts_2.setObjectName("txtNoBolts_2") - self.txtPitch_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtPitch_2.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_2.setReadOnly(True) - self.txtPitch_2.setObjectName("txtPitch_2") - self.txtGuage_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtGuage_2.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_2.setReadOnly(True) - self.txtGuage_2.setObjectName("txtGuage_2") - self.txtEndDist_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtEndDist_2.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_2.setReadOnly(True) - self.txtEndDist_2.setObjectName("txtEndDist_2") - self.txtEdgeDist_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtEdgeDist_2.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_2.setReadOnly(True) - self.txtEdgeDist_2.setObjectName("txtEdgeDist_2") - self.txtWeldThick_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtWeldThick_2.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_2.setReadOnly(True) - self.txtWeldThick_2.setObjectName("txtWeldThick_2") - self.txtResltShr_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtResltShr_2.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_2.setReadOnly(True) - self.txtResltShr_2.setObjectName("txtResltShr_2") - self.txtWeldStrng_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtWeldStrng_2.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_2.setReadOnly(True) - self.txtWeldStrng_2.setObjectName("txtWeldStrng_2") - self.txtPlateThick_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtPlateThick_2.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_2.setReadOnly(True) - self.txtPlateThick_2.setObjectName("txtPlateThick_2") - self.label_44 = QtWidgets.QLabel(self.outputFrame_2) - self.label_44.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_44.setObjectName("label_44") - self.label_45 = QtWidgets.QLabel(self.outputFrame_2) - self.label_45.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_45.setObjectName("label_45") - self.label_46 = QtWidgets.QLabel(self.outputFrame_2) - self.label_46.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_46.setObjectName("label_46") - self.labl123_2 = QtWidgets.QLabel(self.outputFrame_2) - self.labl123_2.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_2.setObjectName("labl123_2") - self.t_2 = QtWidgets.QLabel(self.outputFrame_2) - self.t_2.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_2.setObjectName("t_2") - self.label_47 = QtWidgets.QLabel(self.outputFrame_2) - self.label_47.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_47.setObjectName("label_47") - self.label_48 = QtWidgets.QLabel(self.outputFrame_2) - self.label_48.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_48.setObjectName("label_48") - self.label_49 = QtWidgets.QLabel(self.outputFrame_2) - self.label_49.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_49.setObjectName("label_49") - self.label_50 = QtWidgets.QLabel(self.outputFrame_2) - self.label_50.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_50.setObjectName("label_50") - self.label_51 = QtWidgets.QLabel(self.outputFrame_2) - self.label_51.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_51.setObjectName("label_51") - self.label_52 = QtWidgets.QLabel(self.outputFrame_2) - self.label_52.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_52.setObjectName("label_52") - self.label_53 = QtWidgets.QLabel(self.outputFrame_2) - self.label_53.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_53.setObjectName("label_53") - self.label_54 = QtWidgets.QLabel(self.outputFrame_2) - self.label_54.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_54.setObjectName("label_54") - self.label_55 = QtWidgets.QLabel(self.outputFrame_2) - self.label_55.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_55.setObjectName("label_55") - self.label_56 = QtWidgets.QLabel(self.outputFrame_2) - self.label_56.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_56.setObjectName("label_56") - self.label_57 = QtWidgets.QLabel(self.outputFrame_2) - self.label_57.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_57.setObjectName("label_57") - self.txtExtMomnt_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtExtMomnt_2.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_2.setReadOnly(True) - self.txtExtMomnt_2.setObjectName("txtExtMomnt_2") - self.txtMomntCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtMomntCapacity_2.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_2.setReadOnly(True) - self.txtMomntCapacity_2.setObjectName("txtMomntCapacity_2") - self.label_58 = QtWidgets.QLabel(self.outputFrame_2) - self.label_58.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_58.setObjectName("label_58") - self.lbl_col_2 = QtWidgets.QLabel(self.outputFrame_2) - self.lbl_col_2.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_2.setObjectName("lbl_col_2") - self.lbl_row_2 = QtWidgets.QLabel(self.outputFrame_2) - self.lbl_row_2.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_2.setObjectName("lbl_row_2") - self.lineEdit_3 = QtWidgets.QLineEdit(self.outputFrame_2) - self.lineEdit_3.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_3.setObjectName("lineEdit_3") - self.lineEdit_4 = QtWidgets.QLineEdit(self.outputFrame_2) - self.lineEdit_4.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_4.setObjectName("lineEdit_4") - self.label_59 = QtWidgets.QLabel(self.outputFrame_2) - self.label_59.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_59.setObjectName("label_59") - self.pushButton_2 = QtWidgets.QPushButton(self.outputFrame_2) - self.pushButton_2.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_2.setText("") - icon6 = QtGui.QIcon() - icon6.addPixmap(QtGui.QPixmap(":/images/logo.jpg"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.pushButton_2.setIcon(icon6) - self.pushButton_2.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_2.setCheckable(False) - self.pushButton_2.setAutoDefault(False) - self.pushButton_2.setDefault(False) - self.pushButton_2.setFlat(False) - self.pushButton_2.setObjectName("pushButton_2") - self.btnReset_2 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_2.setGeometry(QtCore.QRect(30, 1249, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_2.setFont(font) - self.btnReset_2.setObjectName("btnReset_2") - self.btnDesign_2 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_2.setGeometry(QtCore.QRect(150, 1249, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_2.setFont(font) - self.btnDesign_2.setAutoDefault(False) - self.btnDesign_2.setDefault(False) - self.btnDesign_2.setFlat(False) - self.btnDesign_2.setObjectName("btnDesign_2") - self.outputFrame_3 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_3.setGeometry(QtCore.QRect(1088, 610, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_3.sizePolicy().hasHeightForWidth()) - self.outputFrame_3.setSizePolicy(sizePolicy) - self.outputFrame_3.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_3.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_3.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_3.setObjectName("outputFrame_3") - self.txtShrCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtShrCapacity_3.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_3.setText("") - self.txtShrCapacity_3.setReadOnly(True) - self.txtShrCapacity_3.setObjectName("txtShrCapacity_3") - self.txtbearCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtbearCapacity_3.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_3.setReadOnly(True) - self.txtbearCapacity_3.setObjectName("txtbearCapacity_3") - self.txtBoltCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtBoltCapacity_3.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_3.setReadOnly(True) - self.txtBoltCapacity_3.setObjectName("txtBoltCapacity_3") - self.txtNoBolts_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtNoBolts_3.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_3.setReadOnly(True) - self.txtNoBolts_3.setObjectName("txtNoBolts_3") - self.txtPitch_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtPitch_3.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_3.setReadOnly(True) - self.txtPitch_3.setObjectName("txtPitch_3") - self.txtGuage_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtGuage_3.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_3.setReadOnly(True) - self.txtGuage_3.setObjectName("txtGuage_3") - self.txtEndDist_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtEndDist_3.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_3.setReadOnly(True) - self.txtEndDist_3.setObjectName("txtEndDist_3") - self.txtEdgeDist_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtEdgeDist_3.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_3.setReadOnly(True) - self.txtEdgeDist_3.setObjectName("txtEdgeDist_3") - self.txtWeldThick_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtWeldThick_3.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_3.setReadOnly(True) - self.txtWeldThick_3.setObjectName("txtWeldThick_3") - self.txtResltShr_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtResltShr_3.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_3.setReadOnly(True) - self.txtResltShr_3.setObjectName("txtResltShr_3") - self.txtWeldStrng_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtWeldStrng_3.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_3.setReadOnly(True) - self.txtWeldStrng_3.setObjectName("txtWeldStrng_3") - self.txtPlateThick_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtPlateThick_3.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_3.setReadOnly(True) - self.txtPlateThick_3.setObjectName("txtPlateThick_3") - self.label_60 = QtWidgets.QLabel(self.outputFrame_3) - self.label_60.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_60.setObjectName("label_60") - self.label_61 = QtWidgets.QLabel(self.outputFrame_3) - self.label_61.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_61.setObjectName("label_61") - self.label_62 = QtWidgets.QLabel(self.outputFrame_3) - self.label_62.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_62.setObjectName("label_62") - self.labl123_3 = QtWidgets.QLabel(self.outputFrame_3) - self.labl123_3.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_3.setObjectName("labl123_3") - self.t_3 = QtWidgets.QLabel(self.outputFrame_3) - self.t_3.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_3.setObjectName("t_3") - self.label_63 = QtWidgets.QLabel(self.outputFrame_3) - self.label_63.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_63.setObjectName("label_63") - self.label_64 = QtWidgets.QLabel(self.outputFrame_3) - self.label_64.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_64.setObjectName("label_64") - self.label_65 = QtWidgets.QLabel(self.outputFrame_3) - self.label_65.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_65.setObjectName("label_65") - self.label_66 = QtWidgets.QLabel(self.outputFrame_3) - self.label_66.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_66.setObjectName("label_66") - self.label_67 = QtWidgets.QLabel(self.outputFrame_3) - self.label_67.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_67.setObjectName("label_67") - self.label_68 = QtWidgets.QLabel(self.outputFrame_3) - self.label_68.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_68.setObjectName("label_68") - self.label_69 = QtWidgets.QLabel(self.outputFrame_3) - self.label_69.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_69.setObjectName("label_69") - self.label_70 = QtWidgets.QLabel(self.outputFrame_3) - self.label_70.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_70.setObjectName("label_70") - self.label_71 = QtWidgets.QLabel(self.outputFrame_3) - self.label_71.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_71.setObjectName("label_71") - self.label_72 = QtWidgets.QLabel(self.outputFrame_3) - self.label_72.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_72.setObjectName("label_72") - self.label_73 = QtWidgets.QLabel(self.outputFrame_3) - self.label_73.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_73.setObjectName("label_73") - self.txtExtMomnt_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtExtMomnt_3.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_3.setReadOnly(True) - self.txtExtMomnt_3.setObjectName("txtExtMomnt_3") - self.txtMomntCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtMomntCapacity_3.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_3.setReadOnly(True) - self.txtMomntCapacity_3.setObjectName("txtMomntCapacity_3") - self.label_74 = QtWidgets.QLabel(self.outputFrame_3) - self.label_74.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_74.setObjectName("label_74") - self.lbl_col_3 = QtWidgets.QLabel(self.outputFrame_3) - self.lbl_col_3.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_3.setObjectName("lbl_col_3") - self.lbl_row_3 = QtWidgets.QLabel(self.outputFrame_3) - self.lbl_row_3.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_3.setObjectName("lbl_row_3") - self.lineEdit_5 = QtWidgets.QLineEdit(self.outputFrame_3) - self.lineEdit_5.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_5.setObjectName("lineEdit_5") - self.lineEdit_6 = QtWidgets.QLineEdit(self.outputFrame_3) - self.lineEdit_6.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_6.setObjectName("lineEdit_6") - self.label_75 = QtWidgets.QLabel(self.outputFrame_3) - self.label_75.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_75.setObjectName("label_75") - self.pushButton_3 = QtWidgets.QPushButton(self.outputFrame_3) - self.pushButton_3.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_3.setText("") - self.pushButton_3.setIcon(icon6) - self.pushButton_3.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_3.setCheckable(False) - self.pushButton_3.setAutoDefault(False) - self.pushButton_3.setDefault(False) - self.pushButton_3.setFlat(False) - self.pushButton_3.setObjectName("pushButton_3") - self.btnReset_3 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_3.setGeometry(QtCore.QRect(130, 1239, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_3.setFont(font) - self.btnReset_3.setObjectName("btnReset_3") - self.btnDesign_3 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_3.setGeometry(QtCore.QRect(250, 1239, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_3.setFont(font) - self.btnDesign_3.setAutoDefault(False) - self.btnDesign_3.setDefault(False) - self.btnDesign_3.setFlat(False) - self.btnDesign_3.setObjectName("btnDesign_3") - self.outputFrame_4 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_4.setGeometry(QtCore.QRect(1048, 580, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_4.sizePolicy().hasHeightForWidth()) - self.outputFrame_4.setSizePolicy(sizePolicy) - self.outputFrame_4.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_4.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_4.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_4.setObjectName("outputFrame_4") - self.txtShrCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtShrCapacity_4.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_4.setText("") - self.txtShrCapacity_4.setReadOnly(True) - self.txtShrCapacity_4.setObjectName("txtShrCapacity_4") - self.txtbearCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtbearCapacity_4.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_4.setReadOnly(True) - self.txtbearCapacity_4.setObjectName("txtbearCapacity_4") - self.txtBoltCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtBoltCapacity_4.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_4.setReadOnly(True) - self.txtBoltCapacity_4.setObjectName("txtBoltCapacity_4") - self.txtNoBolts_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtNoBolts_4.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_4.setReadOnly(True) - self.txtNoBolts_4.setObjectName("txtNoBolts_4") - self.txtPitch_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtPitch_4.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_4.setReadOnly(True) - self.txtPitch_4.setObjectName("txtPitch_4") - self.txtGuage_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtGuage_4.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_4.setReadOnly(True) - self.txtGuage_4.setObjectName("txtGuage_4") - self.txtEndDist_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtEndDist_4.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_4.setReadOnly(True) - self.txtEndDist_4.setObjectName("txtEndDist_4") - self.txtEdgeDist_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtEdgeDist_4.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_4.setReadOnly(True) - self.txtEdgeDist_4.setObjectName("txtEdgeDist_4") - self.txtWeldThick_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtWeldThick_4.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_4.setReadOnly(True) - self.txtWeldThick_4.setObjectName("txtWeldThick_4") - self.txtResltShr_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtResltShr_4.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_4.setReadOnly(True) - self.txtResltShr_4.setObjectName("txtResltShr_4") - self.txtWeldStrng_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtWeldStrng_4.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_4.setReadOnly(True) - self.txtWeldStrng_4.setObjectName("txtWeldStrng_4") - self.txtPlateThick_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtPlateThick_4.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_4.setReadOnly(True) - self.txtPlateThick_4.setObjectName("txtPlateThick_4") - self.label_76 = QtWidgets.QLabel(self.outputFrame_4) - self.label_76.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_76.setObjectName("label_76") - self.label_77 = QtWidgets.QLabel(self.outputFrame_4) - self.label_77.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_77.setObjectName("label_77") - self.label_78 = QtWidgets.QLabel(self.outputFrame_4) - self.label_78.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_78.setObjectName("label_78") - self.labl123_4 = QtWidgets.QLabel(self.outputFrame_4) - self.labl123_4.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_4.setObjectName("labl123_4") - self.t_4 = QtWidgets.QLabel(self.outputFrame_4) - self.t_4.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_4.setObjectName("t_4") - self.label_79 = QtWidgets.QLabel(self.outputFrame_4) - self.label_79.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_79.setObjectName("label_79") - self.label_80 = QtWidgets.QLabel(self.outputFrame_4) - self.label_80.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_80.setObjectName("label_80") - self.label_81 = QtWidgets.QLabel(self.outputFrame_4) - self.label_81.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_81.setObjectName("label_81") - self.label_82 = QtWidgets.QLabel(self.outputFrame_4) - self.label_82.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_82.setObjectName("label_82") - self.label_83 = QtWidgets.QLabel(self.outputFrame_4) - self.label_83.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_83.setObjectName("label_83") - self.label_84 = QtWidgets.QLabel(self.outputFrame_4) - self.label_84.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_84.setObjectName("label_84") - self.label_85 = QtWidgets.QLabel(self.outputFrame_4) - self.label_85.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_85.setObjectName("label_85") - self.label_86 = QtWidgets.QLabel(self.outputFrame_4) - self.label_86.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_86.setObjectName("label_86") - self.label_87 = QtWidgets.QLabel(self.outputFrame_4) - self.label_87.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_87.setObjectName("label_87") - self.label_88 = QtWidgets.QLabel(self.outputFrame_4) - self.label_88.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_88.setObjectName("label_88") - self.label_89 = QtWidgets.QLabel(self.outputFrame_4) - self.label_89.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_89.setObjectName("label_89") - self.txtExtMomnt_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtExtMomnt_4.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_4.setReadOnly(True) - self.txtExtMomnt_4.setObjectName("txtExtMomnt_4") - self.txtMomntCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtMomntCapacity_4.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_4.setReadOnly(True) - self.txtMomntCapacity_4.setObjectName("txtMomntCapacity_4") - self.label_90 = QtWidgets.QLabel(self.outputFrame_4) - self.label_90.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_90.setObjectName("label_90") - self.lbl_col_4 = QtWidgets.QLabel(self.outputFrame_4) - self.lbl_col_4.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_4.setObjectName("lbl_col_4") - self.lbl_row_4 = QtWidgets.QLabel(self.outputFrame_4) - self.lbl_row_4.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_4.setObjectName("lbl_row_4") - self.lineEdit_7 = QtWidgets.QLineEdit(self.outputFrame_4) - self.lineEdit_7.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_7.setObjectName("lineEdit_7") - self.lineEdit_8 = QtWidgets.QLineEdit(self.outputFrame_4) - self.lineEdit_8.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_8.setObjectName("lineEdit_8") - self.label_91 = QtWidgets.QLabel(self.outputFrame_4) - self.label_91.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_91.setObjectName("label_91") - self.pushButton_4 = QtWidgets.QPushButton(self.outputFrame_4) - self.pushButton_4.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_4.setText("") - self.pushButton_4.setIcon(icon6) - self.pushButton_4.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_4.setCheckable(False) - self.pushButton_4.setAutoDefault(False) - self.pushButton_4.setDefault(False) - self.pushButton_4.setFlat(False) - self.pushButton_4.setObjectName("pushButton_4") - self.btnReset_4 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_4.setGeometry(QtCore.QRect(90, 1209, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_4.setFont(font) - self.btnReset_4.setObjectName("btnReset_4") - self.btnDesign_4 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_4.setGeometry(QtCore.QRect(210, 1209, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_4.setFont(font) - self.btnDesign_4.setAutoDefault(False) - self.btnDesign_4.setDefault(False) - self.btnDesign_4.setFlat(False) - self.btnDesign_4.setObjectName("btnDesign_4") - self.btn_Reset = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Reset.setGeometry(QtCore.QRect(20, 650, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btn_Reset.setFont(font) - self.btn_Reset.setAutoDefault(True) - self.btn_Reset.setObjectName("btn_Reset") - self.btn_Design = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Design.setGeometry(QtCore.QRect(140, 650, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btn_Design.setFont(font) - self.btn_Design.setAutoDefault(True) - self.btn_Design.setObjectName("btn_Design") - self.combo_flangeSize = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_flangeSize.setGeometry(QtCore.QRect(150, 580, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_flangeSize.setFont(font) - self.combo_flangeSize.setFocusPolicy(QtCore.Qt.WheelFocus) - self.combo_flangeSize.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_flangeSize.setMaxVisibleItems(5) - self.combo_flangeSize.setSizeAdjustPolicy(QtWidgets.QComboBox.AdjustToMinimumContentsLengthWithIcon) - self.combo_flangeSize.setObjectName("combo_flangeSize") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.lbl_connectivity = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_connectivity.setGeometry(QtCore.QRect(190, 80, 81, 51)) - self.lbl_connectivity.setScaledContents(True) - self.lbl_connectivity.setObjectName("lbl_connectivity") - self.lbl_moment = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_moment.setGeometry(QtCore.QRect(6, 284, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_moment.setFont(font) - self.lbl_moment.setObjectName("lbl_moment") - self.txt_Moment = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Moment.setGeometry(QtCore.QRect(150, 284, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Moment.setFont(font) - self.txt_Moment.setObjectName("txt_Moment") - self.lbl_axial = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_axial.setGeometry(QtCore.QRect(6, 344, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_axial.setFont(font) - self.lbl_axial.setObjectName("lbl_axial") - self.txt_Axial = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Axial.setGeometry(QtCore.QRect(150, 344, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Axial.setFont(font) - self.txt_Axial.setObjectName("txt_Axial") - self.combo_webSize = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_webSize.setGeometry(QtCore.QRect(150, 610, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_webSize.setFont(font) - self.combo_webSize.setFocusPolicy(QtCore.Qt.WheelFocus) - self.combo_webSize.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_webSize.setMaxVisibleItems(5) - self.combo_webSize.setSizeAdjustPolicy(QtWidgets.QComboBox.AdjustToMinimumContentsLengthWithIcon) - self.combo_webSize.setObjectName("combo_webSize") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.label_92 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_92.setGeometry(QtCore.QRect(6, 610, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_92.setFont(font) - self.label_92.setObjectName("label_92") - self.lbl_column = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_column.setGeometry(QtCore.QRect(6, 140, 151, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_column.setFont(font) - self.lbl_column.setObjectName("lbl_column") - self.combo_columnSec = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_columnSec.setGeometry(QtCore.QRect(150, 140, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - self.combo_columnSec.setFont(font) - self.combo_columnSec.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_columnSec.setMaxVisibleItems(5) - self.combo_columnSec.setObjectName("combo_columnSec") - self.label_9 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_9.setGeometry(QtCore.QRect(6, 20, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_9.setFont(font) - self.label_9.setObjectName("label_9") - self.combo_connect = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_connect.setEnabled(True) - self.combo_connect.setGeometry(QtCore.QRect(150, 20, 160, 27)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.combo_connect.sizePolicy().hasHeightForWidth()) - self.combo_connect.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_connect.setFont(font) - self.combo_connect.setLayoutDirection(QtCore.Qt.LeftToRight) - self.combo_connect.setObjectName("combo_connect") - self.combo_connect.addItem("") - self.combo_connect.addItem("") - self.combo_connect.addItem("") - self.combo_weld_method = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_weld_method.setGeometry(QtCore.QRect(150, 550, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_weld_method.setFont(font) - self.combo_weld_method.setMaxVisibleItems(10) - self.combo_weld_method.setObjectName("combo_weld_method") - self.combo_weld_method.addItem("") - self.combo_weld_method.addItem("") - self.combo_weld_method.addItem("") - self.label_12 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_12.setGeometry(QtCore.QRect(6, 550, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_12.setFont(font) - self.label_12.setObjectName("label_12") - self.inputDock.setWidget(self.dockWidgetContents) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(1), self.inputDock) - self.outputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputDock.sizePolicy().hasHeightForWidth()) - self.outputDock.setSizePolicy(sizePolicy) - self.outputDock.setMinimumSize(QtCore.QSize(125, 710)) - self.outputDock.setMaximumSize(QtCore.QSize(310, 710)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.outputDock.setFont(font) - self.outputDock.setObjectName("outputDock") - self.dockWidgetContents_2 = QtWidgets.QWidget() - self.dockWidgetContents_2.setObjectName("dockWidgetContents_2") - self.txt_noBolts = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_noBolts.setGeometry(QtCore.QRect(202, 210, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_noBolts.setFont(font) - self.txt_noBolts.setReadOnly(True) - self.txt_noBolts.setObjectName("txt_noBolts") - self.t_7 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.t_7.setGeometry(QtCore.QRect(2, 210, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.t_7.setFont(font) - self.t_7.setObjectName("t_7") - self.txt_tensionCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_tensionCapacity.setGeometry(QtCore.QRect(202, 60, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_tensionCapacity.setFont(font) - self.txt_tensionCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_tensionCapacity.setText("") - self.txt_tensionCapacity.setReadOnly(True) - self.txt_tensionCapacity.setObjectName("txt_tensionCapacity") - self.txt_crossGauge = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_crossGauge.setGeometry(QtCore.QRect(202, 330, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_crossGauge.setFont(font) - self.txt_crossGauge.setReadOnly(True) - self.txt_crossGauge.setObjectName("txt_crossGauge") - self.txt_rowBolts = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_rowBolts.setGeometry(QtCore.QRect(202, 240, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_rowBolts.setFont(font) - self.txt_rowBolts.setReadOnly(True) - self.txt_rowBolts.setObjectName("txt_rowBolts") - self.label_152 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_152.setGeometry(QtCore.QRect(2, 330, 211, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_152.setFont(font) - self.label_152.setObjectName("label_152") - self.txt_bearCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_bearCapacity.setGeometry(QtCore.QRect(202, 120, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_bearCapacity.setFont(font) - self.txt_bearCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_bearCapacity.setReadOnly(True) - self.txt_bearCapacity.setObjectName("txt_bearCapacity") - self.label_154 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_154.setGeometry(QtCore.QRect(2, 270, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_154.setFont(font) - self.label_154.setObjectName("label_154") - self.txt_endDist = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_endDist.setGeometry(QtCore.QRect(202, 360, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_endDist.setFont(font) - self.txt_endDist.setReadOnly(True) - self.txt_endDist.setObjectName("txt_endDist") - self.lbl_row_7 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.lbl_row_7.setGeometry(QtCore.QRect(2, 240, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_row_7.setFont(font) - self.lbl_row_7.setObjectName("lbl_row_7") - self.label_155 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_155.setGeometry(QtCore.QRect(2, 360, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_155.setFont(font) - self.label_155.setObjectName("label_155") - self.label_156 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_156.setGeometry(QtCore.QRect(2, 60, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_156.setFont(font) - self.label_156.setObjectName("label_156") - self.label_157 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_157.setGeometry(QtCore.QRect(-1, 5, 66, 20)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setItalic(True) - font.setUnderline(False) - font.setWeight(50) - font.setKerning(False) - self.label_157.setFont(font) - self.label_157.setObjectName("label_157") - self.label_158 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_158.setGeometry(QtCore.QRect(2, 120, 179, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_158.setFont(font) - self.label_158.setObjectName("label_158") - self.label_161 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_161.setGeometry(QtCore.QRect(-1, 430, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_161.setFont(font) - self.label_161.setObjectName("label_161") - self.txt_criticalWeb = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_criticalWeb.setGeometry(QtCore.QRect(202, 550, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_criticalWeb.setFont(font) - self.txt_criticalWeb.setReadOnly(True) - self.txt_criticalWeb.setObjectName("txt_criticalWeb") - self.label_163 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_163.setGeometry(QtCore.QRect(2, 520, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_163.setFont(font) - self.label_163.setObjectName("label_163") - self.label_164 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_164.setGeometry(QtCore.QRect(2, 550, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_164.setFont(font) - self.label_164.setObjectName("label_164") - self.txt_criticalFlange = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_criticalFlange.setGeometry(QtCore.QRect(202, 520, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_criticalFlange.setFont(font) - self.txt_criticalFlange.setReadOnly(True) - self.txt_criticalFlange.setObjectName("txt_criticalFlange") - self.label_166 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_166.setGeometry(QtCore.QRect(-1, 490, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_166.setFont(font) - self.label_166.setObjectName("label_166") - self.btn_SaveMessages = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_SaveMessages.setGeometry(QtCore.QRect(50, 614, 200, 30)) - self.btn_SaveMessages.setAutoDefault(True) - self.btn_SaveMessages.setObjectName("btn_SaveMessages") - self.btn_CreateDesign = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_CreateDesign.setGeometry(QtCore.QRect(50, 650, 200, 30)) - self.btn_CreateDesign.setAutoDefault(True) - self.btn_CreateDesign.setObjectName("btn_CreateDesign") - self.label_10 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_10.setGeometry(QtCore.QRect(2, 180, 200, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_10.setFont(font) - self.label_10.setObjectName("label_10") - self.txt_boltgrpcapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_boltgrpcapacity.setGeometry(QtCore.QRect(202, 180, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_boltgrpcapacity.setFont(font) - self.txt_boltgrpcapacity.setReadOnly(True) - self.txt_boltgrpcapacity.setObjectName("txt_boltgrpcapacity") - self.label_159 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_159.setGeometry(QtCore.QRect(-1, 30, 211, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_159.setFont(font) - self.label_159.setObjectName("label_159") - self.txt_tensionCritical = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_tensionCritical.setGeometry(QtCore.QRect(202, 30, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_tensionCritical.setFont(font) - self.txt_tensionCritical.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_tensionCritical.setText("") - self.txt_tensionCritical.setReadOnly(True) - self.txt_tensionCritical.setObjectName("txt_tensionCritical") - self.txt_gauge = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_gauge.setGeometry(QtCore.QRect(202, 300, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_gauge.setFont(font) - self.txt_gauge.setReadOnly(True) - self.txt_gauge.setObjectName("txt_gauge") - self.label_165 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_165.setGeometry(QtCore.QRect(0, 300, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_165.setFont(font) - self.label_165.setObjectName("label_165") - self.txt_shearCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_shearCapacity.setGeometry(QtCore.QRect(202, 90, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_shearCapacity.setFont(font) - self.txt_shearCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_shearCapacity.setReadOnly(True) - self.txt_shearCapacity.setObjectName("txt_shearCapacity") - self.label_167 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_167.setGeometry(QtCore.QRect(2, 90, 179, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_167.setFont(font) - self.label_167.setObjectName("label_167") - self.label_11 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_11.setGeometry(QtCore.QRect(2, 150, 200, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_11.setFont(font) - self.label_11.setObjectName("label_11") - self.txt_boltcapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_boltcapacity.setGeometry(QtCore.QRect(202, 150, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_boltcapacity.setFont(font) - self.txt_boltcapacity.setText("") - self.txt_boltcapacity.setReadOnly(True) - self.txt_boltcapacity.setObjectName("txt_boltcapacity") - self.btn_plateDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_plateDetail.setGeometry(QtCore.QRect(200, 430, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_plateDetail.setFont(font) - self.btn_plateDetail.setObjectName("btn_plateDetail") - self.label_162 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_162.setGeometry(QtCore.QRect(-1, 460, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_162.setFont(font) - self.label_162.setObjectName("label_162") - self.btn_stiffnrDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_stiffnrDetail.setGeometry(QtCore.QRect(200, 460, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_stiffnrDetail.setFont(font) - self.btn_stiffnrDetail.setObjectName("btn_stiffnrDetail") - self.label_160 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_160.setGeometry(QtCore.QRect(0, 390, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_160.setFont(font) - self.label_160.setObjectName("label_160") - self.txt_edgeDist = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_edgeDist.setGeometry(QtCore.QRect(202, 390, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_edgeDist.setFont(font) - self.txt_edgeDist.setReadOnly(True) - self.txt_edgeDist.setObjectName("txt_edgeDist") - - self.btn_pitchDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_pitchDetail.setGeometry(QtCore.QRect(200, 270, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_pitchDetail.setFont(font) - self.btn_pitchDetail.setObjectName("btn_pitchDetail") - self.txt_boltcapacity.raise_() - self.txt_noBolts.raise_() - self.t_7.raise_() - self.txt_tensionCapacity.raise_() - self.txt_crossGauge.raise_() - self.txt_rowBolts.raise_() - self.label_152.raise_() - self.txt_bearCapacity.raise_() - self.label_154.raise_() - self.txt_endDist.raise_() - self.lbl_row_7.raise_() - self.label_155.raise_() - self.label_156.raise_() - self.label_157.raise_() - self.label_158.raise_() - self.label_161.raise_() - self.txt_criticalWeb.raise_() - self.label_163.raise_() - self.label_164.raise_() - self.txt_criticalFlange.raise_() - self.label_166.raise_() - self.btn_SaveMessages.raise_() - self.btn_CreateDesign.raise_() - self.label_10.raise_() - self.txt_boltgrpcapacity.raise_() - self.txt_tensionCritical.raise_() - self.txt_gauge.raise_() - self.label_165.raise_() - self.label_159.raise_() - self.txt_shearCapacity.raise_() - self.label_167.raise_() - self.label_11.raise_() - self.txt_boltcapacity.raise_() - self.btn_plateDetail.raise_() - self.label_162.raise_() - self.btn_stiffnrDetail.raise_() - self.label_160.raise_() - self.txt_edgeDist.raise_() - self.btn_pitchDetail.raise_() - self.outputDock.setWidget(self.dockWidgetContents_2) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(2), self.outputDock) - self.actionInput = QtWidgets.QAction(MainWindow) - icon7 = QtGui.QIcon() - icon7.addPixmap(QtGui.QPixmap(":/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInput.setIcon(icon7) - self.actionInput.setObjectName("actionInput") - self.actionInputwindow = QtWidgets.QAction(MainWindow) - icon8 = QtGui.QIcon() - icon8.addPixmap(QtGui.QPixmap(":/images/inputview.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInputwindow.setIcon(icon8) - self.actionInputwindow.setObjectName("actionInputwindow") - self.actionNew = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setBold(False) - font.setItalic(False) - font.setUnderline(False) - font.setWeight(50) - self.actionNew.setFont(font) - self.actionNew.setObjectName("actionNew") - self.action_load_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.action_load_input.setFont(font) - self.action_load_input.setObjectName("action_load_input") - self.action_save_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.action_save_input.setFont(font) - self.action_save_input.setObjectName("action_save_input") - self.actionSave_As = QtWidgets.QAction(MainWindow) - self.actionSave_As.setObjectName("actionSave_As") - self.actionPrint = QtWidgets.QAction(MainWindow) - self.actionPrint.setObjectName("actionPrint") - self.actionClear = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionClear.setFont(font) - self.actionClear.setObjectName("actionClear") - self.actionCopy = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCopy.setFont(font) - self.actionCopy.setObjectName("actionCopy") - self.actionPaste = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPaste.setFont(font) - self.actionPaste.setObjectName("actionPaste") - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser.setObjectName("actionInput_Browser") - self.actionOutput_Browser = QtWidgets.QAction(MainWindow) - self.actionOutput_Browser.setObjectName("actionOutput_Browser") - self.actionAbout_Osdag = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionAbout_Osdag.setFont(font) - self.actionAbout_Osdag.setObjectName("actionAbout_Osdag") - self.actionBeam = QtWidgets.QAction(MainWindow) - self.actionBeam.setObjectName("actionBeam") - self.actionColumn = QtWidgets.QAction(MainWindow) - self.actionColumn.setObjectName("actionColumn") - self.actionFinplate = QtWidgets.QAction(MainWindow) - self.actionFinplate.setObjectName("actionFinplate") - self.actionBolt = QtWidgets.QAction(MainWindow) - self.actionBolt.setObjectName("actionBolt") - self.action2D_view = QtWidgets.QAction(MainWindow) - self.action2D_view.setObjectName("action2D_view") - self.actionZoom_in = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_in.setFont(font) - self.actionZoom_in.setObjectName("actionZoom_in") - self.actionZoom_out = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_out.setFont(font) - self.actionZoom_out.setObjectName("actionZoom_out") - self.actionPan = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPan.setFont(font) - self.actionPan.setObjectName("actionPan") - self.actionRotate_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionRotate_3D_model.setFont(font) - self.actionRotate_3D_model.setObjectName("actionRotate_3D_model") - self.actionView_2D_on_XY = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_XY.setObjectName("actionView_2D_on_XY") - self.actionView_2D_on_YZ = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_YZ.setObjectName("actionView_2D_on_YZ") - self.actionView_2D_on_ZX = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_ZX.setObjectName("actionView_2D_on_ZX") - self.actionModel = QtWidgets.QAction(MainWindow) - self.actionModel.setObjectName("actionModel") - self.actionEnlarge_font_size = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionEnlarge_font_size.setFont(font) - self.actionEnlarge_font_size.setObjectName("actionEnlarge_font_size") - self.actionReduce_font_size = QtWidgets.QAction(MainWindow) - self.actionReduce_font_size.setObjectName("actionReduce_font_size") - self.actionSave_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_3D_model.setFont(font) - self.actionSave_3D_model.setObjectName("actionSave_3D_model") - self.actionSave_current_image = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_current_image.setFont(font) - self.actionSave_current_image.setObjectName("actionSave_current_image") - self.actionSave_log_messages = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_log_messages.setFont(font) - self.actionSave_log_messages.setObjectName("actionSave_log_messages") - self.actionCreate_design_report = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCreate_design_report.setFont(font) - self.actionCreate_design_report.setObjectName("actionCreate_design_report") - self.actionQuit_fin_plate_design = QtWidgets.QAction(MainWindow) - self.actionQuit_fin_plate_design.setObjectName("actionQuit_fin_plate_design") - self.actionSave_Front_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Front_View.setFont(font) - self.actionSave_Front_View.setObjectName("actionSave_Front_View") - self.actionSave_Top_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Top_View.setFont(font) - self.actionSave_Top_View.setObjectName("actionSave_Top_View") - self.actionSave_Side_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Side_View.setFont(font) - self.actionSave_Side_View.setObjectName("actionSave_Side_View") - self.actionChange_bg_color = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("Verdana") - self.actionChange_bg_color.setFont(font) - self.actionChange_bg_color.setObjectName("actionChange_bg_color") - self.actionShow_beam = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.actionShow_beam.setFont(font) - self.actionShow_beam.setObjectName("actionShow_beam") - self.actionShow_column = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionShow_column.setFont(font) - self.actionShow_column.setObjectName("actionShow_column") - self.actionShow_connector = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionShow_connector.setFont(font) - self.actionShow_connector.setObjectName("actionShow_connector") - self.actionChange_background = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionChange_background.setFont(font) - self.actionChange_background.setObjectName("actionChange_background") - self.actionShow_all = QtWidgets.QAction(MainWindow) - self.actionShow_all.setObjectName("actionShow_all") - self.actionDesign_examples = QtWidgets.QAction(MainWindow) - self.actionDesign_examples.setObjectName("actionDesign_examples") - self.actionSample_Problems = QtWidgets.QAction(MainWindow) - self.actionSample_Problems.setObjectName("actionSample_Problems") - self.actionSample_Tutorials = QtWidgets.QAction(MainWindow) - self.actionSample_Tutorials.setObjectName("actionSample_Tutorials") - self.actionAbout_Osdag_2 = QtWidgets.QAction(MainWindow) - self.actionAbout_Osdag_2.setObjectName("actionAbout_Osdag_2") - self.actionOsdag_Manual = QtWidgets.QAction(MainWindow) - self.actionOsdag_Manual.setObjectName("actionOsdag_Manual") - self.actionAsk_Us_a_Question = QtWidgets.QAction(MainWindow) - self.actionAsk_Us_a_Question.setObjectName("actionAsk_Us_a_Question") - self.actionFAQ = QtWidgets.QAction(MainWindow) - self.actionFAQ.setObjectName("actionFAQ") - self.actionDesign_Preferences = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Serif") - self.actionDesign_Preferences.setFont(font) - self.actionDesign_Preferences.setObjectName("actionDesign_Preferences") - self.actionfinPlate_quit = QtWidgets.QAction(MainWindow) - self.actionfinPlate_quit.setObjectName("actionfinPlate_quit") - self.actio_load_input = QtWidgets.QAction(MainWindow) - self.actio_load_input.setObjectName("actio_load_input") - self.actionShow_column_2 = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.actionShow_column_2.setFont(font) - self.actionShow_column_2.setObjectName("actionShow_column_2") - self.menuFile.addAction(self.action_load_input) - self.menuFile.addSeparator() - self.menuFile.addAction(self.action_save_input) - self.menuFile.addAction(self.actionSave_log_messages) - self.menuFile.addAction(self.actionCreate_design_report) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_3D_model) - self.menuFile.addAction(self.actionSave_current_image) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_Front_View) - self.menuFile.addAction(self.actionSave_Top_View) - self.menuFile.addAction(self.actionSave_Side_View) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionfinPlate_quit) - self.menuEdit.addAction(self.actionClear) - self.menuEdit.addAction(self.actionCopy) - self.menuEdit.addAction(self.actionPaste) - self.menuEdit.addAction(self.actionDesign_Preferences) - self.menuView.addAction(self.actionEnlarge_font_size) - self.menuView.addSeparator() - self.menuHelp.addAction(self.actionSample_Tutorials) - self.menuHelp.addAction(self.actionDesign_examples) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.actionAsk_Us_a_Question) - self.menuHelp.addAction(self.actionAbout_Osdag_2) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionZoom_in) - self.menuGraphics.addAction(self.actionZoom_out) - self.menuGraphics.addAction(self.actionPan) - self.menuGraphics.addAction(self.actionRotate_3D_model) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionShow_column_2) - self.menuGraphics.addAction(self.actionShow_beam) - self.menuGraphics.addAction(self.actionShow_connector) - self.menuGraphics.addAction(self.actionShow_all) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionChange_background) - self.menubar.addAction(self.menuFile.menuAction()) - self.menubar.addAction(self.menuEdit.menuAction()) - self.menubar.addAction(self.menuView.menuAction()) - self.menubar.addAction(self.menuGraphics.menuAction()) - self.menubar.addAction(self.menuHelp.menuAction()) - - self.retranslateUi(MainWindow) - self.mytabWidget.setCurrentIndex(-1) - self.combo_beamSec.setCurrentIndex(-1) - self.combo_plateThick.setCurrentIndex(0) - self.combo_flangeSize.setCurrentIndex(0) - self.combo_webSize.setCurrentIndex(0) - self.combo_columnSec.setCurrentIndex(-1) - self.combo_flangeSize.setEnabled(False) - self.combo_webSize.setEnabled(False) - - self.combo_weld_method.currentTextChanged.connect(self.on_change) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - MainWindow.setTabOrder(self.combo_connect, self.combo_connLoc) - MainWindow.setTabOrder(self.combo_connLoc, self.combo_columnSec) - MainWindow.setTabOrder(self.combo_columnSec, self.combo_beamSec) - MainWindow.setTabOrder(self.combo_beamSec, self.txt_Fu) - MainWindow.setTabOrder(self.txt_Fu, self.txt_Fy) - MainWindow.setTabOrder(self.txt_Fy, self.txt_Moment) - MainWindow.setTabOrder(self.txt_Moment, self.txt_Shear) - MainWindow.setTabOrder(self.txt_Shear, self.txt_Axial) - MainWindow.setTabOrder(self.txt_Axial, self.combo_diameter) - MainWindow.setTabOrder(self.combo_diameter, self.combo_type) - MainWindow.setTabOrder(self.combo_type, self.combo_grade) - MainWindow.setTabOrder(self.combo_grade, self.combo_plateThick) - MainWindow.setTabOrder(self.combo_plateThick, self.combo_weld_method) - MainWindow.setTabOrder(self.combo_weld_method, self.combo_flangeSize) - MainWindow.setTabOrder(self.combo_flangeSize, self.combo_webSize) - MainWindow.setTabOrder(self.combo_webSize, self.btn_Design) - MainWindow.setTabOrder(self.btn_Design, self.btn_Reset) - MainWindow.setTabOrder(self.btn_Reset, self.btnInput) - MainWindow.setTabOrder(self.btnInput, self.btnOutput) - MainWindow.setTabOrder(self.btnOutput, self.btnFront) - MainWindow.setTabOrder(self.btnFront, self.btnSide) - MainWindow.setTabOrder(self.btnSide, self.btnTop) - MainWindow.setTabOrder(self.btnTop, self.btn3D) - MainWindow.setTabOrder(self.btn3D, self.chkBx_columnSec) - MainWindow.setTabOrder(self.chkBx_columnSec, self.chkBx_beamSec) - MainWindow.setTabOrder(self.chkBx_beamSec, self.chkBx_connector) - MainWindow.setTabOrder(self.chkBx_connector, self.txt_tensionCritical) - MainWindow.setTabOrder(self.txt_tensionCritical, self.txt_tensionCapacity) - MainWindow.setTabOrder(self.txt_tensionCapacity, self.txt_shearCapacity) - MainWindow.setTabOrder(self.txt_shearCapacity, self.txt_bearCapacity) - MainWindow.setTabOrder(self.txt_bearCapacity, self.txt_boltcapacity) - MainWindow.setTabOrder(self.txt_boltcapacity, self.txt_boltgrpcapacity) - MainWindow.setTabOrder(self.txt_boltgrpcapacity, self.txt_noBolts) - MainWindow.setTabOrder(self.txt_noBolts, self.txt_rowBolts) - MainWindow.setTabOrder(self.txt_rowBolts, self.btn_pitchDetail) - MainWindow.setTabOrder(self.btn_pitchDetail, self.txt_gauge) - MainWindow.setTabOrder(self.txt_gauge, self.txt_crossGauge) - MainWindow.setTabOrder(self.txt_crossGauge, self.txt_endDist) - MainWindow.setTabOrder(self.txt_endDist, self.txt_edgeDist) - MainWindow.setTabOrder(self.txt_edgeDist, self.btn_plateDetail) - MainWindow.setTabOrder(self.btn_plateDetail, self.btn_stiffnrDetail) - MainWindow.setTabOrder(self.btn_stiffnrDetail, self.txt_criticalFlange) - MainWindow.setTabOrder(self.txt_criticalFlange, self.txt_criticalWeb) - MainWindow.setTabOrder(self.txt_criticalWeb, self.btn_SaveMessages) - MainWindow.setTabOrder(self.btn_SaveMessages, self.btn_CreateDesign) - #MainWindow.setTabOrder(self.btn_CreateDesign, self.btnReset_3) - ''' MainWindow.setTabOrder(self.btnReset_3, self.btnDesign_3) - MainWindow.setTabOrder(self.btnDesign_3, self.txtShrCapacity_4) - MainWindow.setTabOrder(self.txtShrCapacity_4, self.txtbearCapacity_4) - MainWindow.setTabOrder(self.txtbearCapacity_4, self.txtBoltCapacity_4) - MainWindow.setTabOrder(self.txtBoltCapacity_4, self.txtNoBolts_4) - MainWindow.setTabOrder(self.txtNoBolts_4, self.txtPitch_4) - MainWindow.setTabOrder(self.txtPitch_4, self.txtGuage_4) - MainWindow.setTabOrder(self.txtGuage_4, self.txtEndDist_4) - MainWindow.setTabOrder(self.txtEndDist_4, self.txtEdgeDist_4) - MainWindow.setTabOrder(self.txtEdgeDist_4, self.txtWeldThick_4) - MainWindow.setTabOrder(self.txtWeldThick_4, self.txtResltShr_4) - MainWindow.setTabOrder(self.txtResltShr_4, self.txtWeldStrng_4) - MainWindow.setTabOrder(self.txtWeldStrng_4, self.txtPlateThick_4) - MainWindow.setTabOrder(self.txtPlateThick_4, self.txtExtMomnt_4) - MainWindow.setTabOrder(self.txtExtMomnt_4, self.txtMomntCapacity_4) - MainWindow.setTabOrder(self.txtMomntCapacity_4, self.lineEdit_7) - MainWindow.setTabOrder(self.lineEdit_7, self.lineEdit_8) - MainWindow.setTabOrder(self.lineEdit_8, self.pushButton_4) - MainWindow.setTabOrder(self.pushButton_4, self.btnReset_4) - MainWindow.setTabOrder(self.btnReset_4, self.btnDesign_4) - MainWindow.setTabOrder(self.btnDesign_4, self.txtShrCapacity_2) - MainWindow.setTabOrder(self.txtShrCapacity_2, self.txtNoBolts_2) - MainWindow.setTabOrder(self.txtNoBolts_2, self.txtBoltCapacity_2) - MainWindow.setTabOrder(self.txtBoltCapacity_2, self.textEdit) - MainWindow.setTabOrder(self.textEdit, self.txtbearCapacity_2) - MainWindow.setTabOrder(self.txtbearCapacity_2, self.txtBoltCapacity_3) - MainWindow.setTabOrder(self.txtBoltCapacity_3, self.btnReset_2) - MainWindow.setTabOrder(self.btnReset_2, self.txtPitch_3) - MainWindow.setTabOrder(self.txtPitch_3, self.txtEndDist_3) - MainWindow.setTabOrder(self.txtEndDist_3, self.txtNoBolts_3) - MainWindow.setTabOrder(self.txtNoBolts_3, self.txtGuage_2) - MainWindow.setTabOrder(self.txtGuage_2, self.txtWeldThick_3) - MainWindow.setTabOrder(self.txtWeldThick_3, self.txtEdgeDist_3) - MainWindow.setTabOrder(self.txtEdgeDist_3, self.txtExtMomnt_3) - MainWindow.setTabOrder(self.txtExtMomnt_3, self.txtPlateThick_3) - MainWindow.setTabOrder(self.txtPlateThick_3, self.lineEdit_5) - MainWindow.setTabOrder(self.lineEdit_5, self.txtMomntCapacity_3) - MainWindow.setTabOrder(self.txtMomntCapacity_3, self.txtPitch_2) - MainWindow.setTabOrder(self.txtPitch_2, self.txtShrCapacity_3) - MainWindow.setTabOrder(self.txtShrCapacity_3, self.txtResltShr_3) - MainWindow.setTabOrder(self.txtResltShr_3, self.txtWeldStrng_3) - MainWindow.setTabOrder(self.txtWeldStrng_3, self.txtbearCapacity_3) - MainWindow.setTabOrder(self.txtbearCapacity_3, self.txtEndDist_2) - MainWindow.setTabOrder(self.txtEndDist_2, self.txtEdgeDist_2) - MainWindow.setTabOrder(self.txtEdgeDist_2, self.txtWeldStrng_2) - MainWindow.setTabOrder(self.txtWeldStrng_2, self.txtWeldThick_2) - MainWindow.setTabOrder(self.txtWeldThick_2, self.txtResltShr_2) - MainWindow.setTabOrder(self.txtResltShr_2, self.txtPlateThick_2) - MainWindow.setTabOrder(self.txtPlateThick_2, self.txtExtMomnt_2) - MainWindow.setTabOrder(self.txtExtMomnt_2, self.txtMomntCapacity_2) - MainWindow.setTabOrder(self.txtMomntCapacity_2, self.lineEdit_3) - MainWindow.setTabOrder(self.lineEdit_3, self.lineEdit_4) - MainWindow.setTabOrder(self.lineEdit_4, self.pushButton_3) - MainWindow.setTabOrder(self.pushButton_3, self.lineEdit_6) - MainWindow.setTabOrder(self.lineEdit_6, self.pushButton_2) - MainWindow.setTabOrder(self.pushButton_2, self.txtGuage_3) - MainWindow.setTabOrder(self.txtGuage_3, self.btnDesign_2)''' - - def on_change(self, newIndex): - if newIndex == "Groove Weld (CJP)": - - self.combo_flangeSize.setEnabled(False) - self.combo_webSize.setEnabled(False) - - else: - self.combo_flangeSize.setEnabled(True) - self.combo_webSize.setEnabled(True) - - - - - def retranslateUi(self, MainWindow): - _translate = QtCore.QCoreApplication.translate - MainWindow.setWindowTitle(_translate("MainWindow", "Beam to Column End Plate Moment Connection")) - self.btnInput.setToolTip(_translate("MainWindow", "Left Dock")) - self.btnInput.setText(_translate("MainWindow", "input")) - self.btnOutput.setToolTip(_translate("MainWindow", "Right Dock")) - self.btnOutput.setText(_translate("MainWindow", "...")) - self.btnTop.setToolTip(_translate("MainWindow", "Top View")) - self.btnTop.setText(_translate("MainWindow", "...")) - self.btnFront.setToolTip(_translate("MainWindow", "Front View")) - self.btnFront.setText(_translate("MainWindow", "...")) - self.btnSide.setToolTip(_translate("MainWindow", "Side View")) - self.btnSide.setText(_translate("MainWindow", "...")) - self.btn3D.setToolTip(_translate("MainWindow", "3D Model")) - self.btn3D.setText(_translate("MainWindow", "Model")) - self.chkBx_beamSec.setToolTip(_translate("MainWindow", "Beam only")) - self.chkBx_beamSec.setText(_translate("MainWindow", "Beam")) - self.chkBx_connector.setToolTip(_translate("MainWindow", "Extendedplate only")) - self.chkBx_connector.setText(_translate("MainWindow", "Connector")) - self.chkBx_columnSec.setToolTip(_translate("MainWindow", "Column only")) - self.chkBx_columnSec.setText(_translate("MainWindow", "Column")) - self.menuFile.setTitle(_translate("MainWindow", "File")) - self.menuEdit.setTitle(_translate("MainWindow", "Edit")) - self.menuView.setTitle(_translate("MainWindow", "View")) - self.menuHelp.setTitle(_translate("MainWindow", "Help")) - self.menuGraphics.setTitle(_translate("MainWindow", "Graphics")) - self.inputDock.setWindowTitle(_translate("MainWindow", "Input dock")) - self.txt_Fy.setPlaceholderText(_translate("MainWindow", "000")) - self.lbl_beam1.setText(_translate("MainWindow", "

Beam section *

")) - self.combo_connLoc.setItemText(0, _translate("MainWindow", "Select Type")) - self.combo_connLoc.setItemText(1, _translate("MainWindow", "Flush end plate")) - self.combo_connLoc.setItemText(2, _translate("MainWindow", "Extended one way")) - self.combo_connLoc.setItemText(3, _translate("MainWindow", "Extended both ways")) - self.txt_Fu.setPlaceholderText(_translate("MainWindow", "000")) - self.label.setText(_translate("MainWindow", "

Connecting members

")) - self.label_4.setText(_translate("MainWindow", "

End plate type *

")) - self.lbl_fu.setText(_translate("MainWindow", "

fu (MPa) *

")) - self.lbl_fy.setText(_translate("MainWindow", "

fy (MPa) *

")) - self.label_18.setText(_translate("MainWindow", "

Factored loads

")) - self.lbl_shear.setText(_translate("MainWindow", "Vert. Shear (kN) *")) - self.label_5.setText(_translate("MainWindow", "

Bolt

")) - self.label_6.setText(_translate("MainWindow", "Grade *")) - self.label_7.setText(_translate("MainWindow", "

Diameter (mm) *

")) - self.label_8.setText(_translate("MainWindow", "Type *")) - self.combo_diameter.setItemText(0, _translate("MainWindow", "Select diameter")) - self.combo_diameter.setItemText(1, _translate("MainWindow", "12")) - self.combo_diameter.setItemText(2, _translate("MainWindow", "16")) - self.combo_diameter.setItemText(3, _translate("MainWindow", "20")) - self.combo_diameter.setItemText(4, _translate("MainWindow", "24")) - self.combo_diameter.setItemText(5, _translate("MainWindow", "30")) - self.combo_diameter.setItemText(6, _translate("MainWindow", "36")) - self.label_40.setText(_translate("MainWindow", "

Plate

")) - self.label_41.setText(_translate("MainWindow", "

Thickness (mm) *

")) - self.combo_plateThick.setItemText(0, _translate("MainWindow", "Select plate thickness")) - self.combo_plateThick.setItemText(1, _translate("MainWindow", "6")) - self.combo_plateThick.setItemText(2, _translate("MainWindow", "8")) - self.combo_plateThick.setItemText(3, _translate("MainWindow", "10")) - self.combo_plateThick.setItemText(4, _translate("MainWindow", "12")) - self.combo_plateThick.setItemText(5, _translate("MainWindow", "14")) - self.combo_plateThick.setItemText(6, _translate("MainWindow", "16")) - self.combo_plateThick.setItemText(7, _translate("MainWindow", "18")) - self.combo_plateThick.setItemText(8, _translate("MainWindow", "20")) - self.combo_plateThick.setItemText(9, _translate("MainWindow", "22")) - self.combo_plateThick.setItemText(10, _translate("MainWindow", "24")) - self.combo_plateThick.setItemText(11, _translate("MainWindow", "26")) - self.combo_plateThick.setItemText(12, _translate("MainWindow", "30")) - self.label_42.setText(_translate("MainWindow", "

Weld type and size

")) - self.label_43.setText(_translate("MainWindow", "

Flange (mm) *

")) - self.label_44.setText(_translate("MainWindow", "

Bolt

")) - self.label_45.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_46.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_2.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_2.setText(_translate("MainWindow", "No. of Bolts")) - self.label_47.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_48.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_49.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_50.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_51.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_52.setText(_translate("MainWindow", "

Weld

")) - self.label_53.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_54.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_55.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_56.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_57.setText(_translate("MainWindow", "

Plate

")) - self.label_58.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_2.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_2.setText(_translate("MainWindow", "No. of Row")) - self.label_59.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_2.setText(_translate("MainWindow", "Reset")) - self.btnDesign_2.setText(_translate("MainWindow", "Design")) - self.label_60.setText(_translate("MainWindow", "

Bolt

")) - self.label_61.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_62.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_3.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_3.setText(_translate("MainWindow", "No. of Bolts")) - self.label_63.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_64.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_65.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_66.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_67.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_68.setText(_translate("MainWindow", "

Weld

")) - self.label_69.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_70.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_71.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_72.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_73.setText(_translate("MainWindow", "

Plate

")) - self.label_74.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_3.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_3.setText(_translate("MainWindow", "No. of Row")) - self.label_75.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_3.setText(_translate("MainWindow", "Reset")) - self.btnDesign_3.setText(_translate("MainWindow", "Design")) - self.label_76.setText(_translate("MainWindow", "

Bolt

")) - self.label_77.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_78.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_4.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_4.setText(_translate("MainWindow", "No. of Bolts")) - self.label_79.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_80.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_81.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_82.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_83.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_84.setText(_translate("MainWindow", "

Weld

")) - self.label_85.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_86.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_87.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_88.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_89.setText(_translate("MainWindow", "

Plate

")) - self.label_90.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_4.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_4.setText(_translate("MainWindow", "No. of Row")) - self.label_91.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_4.setText(_translate("MainWindow", "Reset")) - self.btnDesign_4.setText(_translate("MainWindow", "Design")) - self.btn_Reset.setToolTip(_translate("MainWindow", "Alt+R")) - self.btn_Reset.setText(_translate("MainWindow", "Reset")) - self.btn_Reset.setShortcut(_translate("MainWindow", "Alt+R")) - self.btn_Design.setToolTip(_translate("MainWindow", "Alt+D")) - self.btn_Design.setText(_translate("MainWindow", "Design")) - self.btn_Design.setShortcut(_translate("MainWindow", "Alt+D")) - self.combo_flangeSize.setItemText(0, _translate("MainWindow", "Select weld thickness")) - self.combo_flangeSize.setItemText(1, _translate("MainWindow", "3")) - self.combo_flangeSize.setItemText(2, _translate("MainWindow", "4")) - self.combo_flangeSize.setItemText(3, _translate("MainWindow", "5")) - self.combo_flangeSize.setItemText(4, _translate("MainWindow", "6")) - self.combo_flangeSize.setItemText(5, _translate("MainWindow", "8")) - self.combo_flangeSize.setItemText(6, _translate("MainWindow", "10")) - self.combo_flangeSize.setItemText(7, _translate("MainWindow", "12")) - self.combo_flangeSize.setItemText(8, _translate("MainWindow", "14")) - self.combo_flangeSize.setItemText(9, _translate("MainWindow", "16")) - self.lbl_moment.setText(_translate("MainWindow", "Moment (kNm) *")) - self.lbl_axial.setText(_translate("MainWindow", "Axial Force (kN)")) - self.combo_webSize.setItemText(0, _translate("MainWindow", "Select weld thickness")) - self.combo_webSize.setItemText(1, _translate("MainWindow", "3")) - self.combo_webSize.setItemText(2, _translate("MainWindow", "4")) - self.combo_webSize.setItemText(3, _translate("MainWindow", "5")) - self.combo_webSize.setItemText(4, _translate("MainWindow", "6")) - self.combo_webSize.setItemText(5, _translate("MainWindow", "8")) - self.combo_webSize.setItemText(6, _translate("MainWindow", "10")) - self.combo_webSize.setItemText(7, _translate("MainWindow", "12")) - self.combo_webSize.setItemText(8, _translate("MainWindow", "14")) - self.combo_webSize.setItemText(9, _translate("MainWindow", "16")) - self.label_92.setText(_translate("MainWindow", "

Web (mm) *

")) - self.lbl_column.setText(_translate("MainWindow", "

Column section *

")) - self.label_9.setText(_translate("MainWindow", "

Connectivity *

")) - self.combo_connect.setItemText(0, _translate("MainWindow", "Select Connectivity")) - self.combo_connect.setItemText(1, _translate("MainWindow", "Column flange-Beam web")) - self.combo_connect.setItemText(2, _translate("MainWindow", "Column web-Beam web")) - self.combo_weld_method.setItemText(0, _translate("MainWindow", "Select type")) - self.combo_weld_method.setItemText(1, _translate("MainWindow", "Groove Weld (CJP)")) - self.combo_weld_method.setItemText(2, _translate("MainWindow", "Fillet Weld")) - self.label_12.setText(_translate("MainWindow", "Type *")) - self.outputDock.setWindowTitle(_translate("MainWindow", "Output dock")) - self.t_7.setText(_translate("MainWindow", "No. of bolts required")) - self.label_152.setText(_translate("MainWindow", "Cross centre gauge (mm)")) - self.label_154.setText(_translate("MainWindow", "Pitch (mm)")) - self.lbl_row_7.setText(_translate("MainWindow", "No. of rows")) - self.label_155.setText(_translate("MainWindow", "End distance (mm)")) - self.label_156.setText(_translate("MainWindow", "Tension capacity (kN)")) - self.label_157.setText(_translate("MainWindow", "

Bolt

")) - self.label_158.setText(_translate("MainWindow", "

Bearing capacity (kN)

")) - self.label_161.setText(_translate("MainWindow", "

Plate

")) - self.label_163.setText(_translate("MainWindow", "

Critical stress (at flange)

")) - self.label_164.setText(_translate("MainWindow", "Critical stress (web)")) - self.label_166.setText(_translate("MainWindow", "

Weld

")) - self.btn_SaveMessages.setToolTip(_translate("MainWindow", "Save log messages")) - self.btn_SaveMessages.setText(_translate("MainWindow", "Save messages")) - self.btn_CreateDesign.setToolTip(_translate("MainWindow", "Create design report")) - self.btn_CreateDesign.setText(_translate("MainWindow", "Create design report")) - self.label_10.setToolTip(_translate("MainWindow", "Combined shear and tension capacity of bolt")) - self.label_10.setText(_translate("MainWindow", "Combined capacity")) - self.label_159.setText(_translate("MainWindow", "Tension in critical bolt(kN)")) - self.label_165.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_167.setText(_translate("MainWindow", "

Shear capacity (kN)

")) - self.label_11.setToolTip(_translate("MainWindow", "Combined shear and tension capacity of bolt")) - self.label_11.setText(_translate("MainWindow", "Bolt capacity")) - self.btn_plateDetail.setText(_translate("MainWindow", "Plate details")) - self.label_162.setText(_translate("MainWindow", "

Stiffener

")) - self.btn_stiffnrDetail.setText(_translate("MainWindow", "Details")) - self.label_160.setText(_translate("MainWindow", "Edge distance (mm)")) - self.btn_pitchDetail.setText(_translate("MainWindow", "Pitch details")) - self.actionInput.setText(_translate("MainWindow", "Input")) - self.actionInput.setToolTip(_translate("MainWindow", "Input browser")) - self.actionInputwindow.setText(_translate("MainWindow", "inputwindow")) - self.actionNew.setText(_translate("MainWindow", "New")) - self.actionNew.setShortcut(_translate("MainWindow", "Ctrl+N")) - self.action_load_input.setText(_translate("MainWindow", "Load input")) - self.action_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - self.action_save_input.setText(_translate("MainWindow", "Save input")) - self.action_save_input.setIconText(_translate("MainWindow", "Save input")) - self.action_save_input.setShortcut(_translate("MainWindow", "Ctrl+S")) - self.actionSave_As.setText(_translate("MainWindow", "Save As")) - self.actionPrint.setText(_translate("MainWindow", "Print")) - self.actionClear.setText(_translate("MainWindow", "Clear")) - self.actionClear.setShortcut(_translate("MainWindow", "Ctrl+X")) - self.actionCopy.setText(_translate("MainWindow", "Copy")) - self.actionCopy.setShortcut(_translate("MainWindow", "Ctrl+C")) - self.actionPaste.setText(_translate("MainWindow", "Paste")) - self.actionPaste.setShortcut(_translate("MainWindow", "Ctrl+V")) - self.actionInput_Browser.setText(_translate("MainWindow", "Input Browser")) - self.actionOutput_Browser.setText(_translate("MainWindow", "Output Browser")) - self.actionAbout_Osdag.setText(_translate("MainWindow", "About Osdag")) - self.actionBeam.setText(_translate("MainWindow", "Beam")) - self.actionColumn.setText(_translate("MainWindow", "Column")) - self.actionFinplate.setText(_translate("MainWindow", "Finplate")) - self.actionBolt.setText(_translate("MainWindow", "Bolt")) - self.action2D_view.setText(_translate("MainWindow", "2D view")) - self.actionZoom_in.setText(_translate("MainWindow", "Zoom in")) - self.actionZoom_out.setText(_translate("MainWindow", "Zoom out")) - self.actionPan.setText(_translate("MainWindow", "Pan")) - self.actionRotate_3D_model.setText(_translate("MainWindow", "Rotate 3D model")) - self.actionView_2D_on_XY.setText(_translate("MainWindow", "View 2D on XY")) - self.actionView_2D_on_YZ.setText(_translate("MainWindow", "View 2D on YZ")) - self.actionView_2D_on_ZX.setText(_translate("MainWindow", "View 2D on ZX")) - self.actionModel.setText(_translate("MainWindow", "Model")) - self.actionEnlarge_font_size.setText(_translate("MainWindow", "Font")) - self.actionReduce_font_size.setText(_translate("MainWindow", "Reduce font size")) - self.actionSave_3D_model.setText(_translate("MainWindow", "Save 3D model ")) - self.actionSave_3D_model.setShortcut(_translate("MainWindow", "Alt+3")) - self.actionSave_current_image.setText(_translate("MainWindow", "Save CAD image ")) - self.actionSave_current_image.setShortcut(_translate("MainWindow", "Alt+I")) - self.actionSave_log_messages.setText(_translate("MainWindow", "Save log messages")) - self.actionSave_log_messages.setShortcut(_translate("MainWindow", "Alt+M")) - self.actionCreate_design_report.setText(_translate("MainWindow", "Create design report")) - self.actionCreate_design_report.setShortcut(_translate("MainWindow", "Alt+C")) - self.actionQuit_fin_plate_design.setText(_translate("MainWindow", "Quit fin plate design")) - self.actionSave_Front_View.setText(_translate("MainWindow", "Save front view")) - self.actionSave_Front_View.setShortcut(_translate("MainWindow", "Alt+Shift+F")) - self.actionSave_Top_View.setText(_translate("MainWindow", "Save top view")) - self.actionSave_Top_View.setShortcut(_translate("MainWindow", "Alt+Shift+T")) - self.actionSave_Side_View.setText(_translate("MainWindow", "Save side view")) - self.actionSave_Side_View.setShortcut(_translate("MainWindow", "Alt+Shift+S")) - self.actionChange_bg_color.setText(_translate("MainWindow", "Change bg color")) - self.actionShow_beam.setText(_translate("MainWindow", "Show beam")) - self.actionShow_beam.setShortcut(_translate("MainWindow", "Alt+Shift+B")) - self.actionShow_column.setText(_translate("MainWindow", "Show column")) - self.actionShow_column.setShortcut(_translate("MainWindow", "Alt+Shift+C")) - self.actionShow_connector.setText(_translate("MainWindow", "Show connector")) - self.actionShow_connector.setShortcut(_translate("MainWindow", "Alt+Shift+A")) - self.actionChange_background.setText(_translate("MainWindow", "Change background")) - self.actionShow_all.setText(_translate("MainWindow", "Show all")) - self.actionShow_all.setShortcut(_translate("MainWindow", "Alt+Shift+M")) - self.actionDesign_examples.setText(_translate("MainWindow", "Design Examples")) - self.actionSample_Problems.setText(_translate("MainWindow", "Sample Problems")) - self.actionSample_Tutorials.setText(_translate("MainWindow", "Video Tutorials")) - self.actionAbout_Osdag_2.setText(_translate("MainWindow", "About Osdag")) - self.actionOsdag_Manual.setText(_translate("MainWindow", "Osdag Manual")) - self.actionAsk_Us_a_Question.setText(_translate("MainWindow", "Ask Us a Question")) - self.actionFAQ.setText(_translate("MainWindow", "FAQ")) - self.actionDesign_Preferences.setText(_translate("MainWindow", "Design Preferences")) - self.actionDesign_Preferences.setShortcut(_translate("MainWindow", "Alt+P")) - self.actionfinPlate_quit.setText(_translate("MainWindow", "Quit")) - self.actionfinPlate_quit.setShortcut(_translate("MainWindow", "Shift+Q")) - self.actio_load_input.setText(_translate("MainWindow", "Load input")) - self.actio_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - self.actionShow_column_2.setText(_translate("MainWindow", "Show column")) - self.actionShow_column_2.setShortcut(_translate("MainWindow", "Alt+Shift+C")) - - -import icons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - MainWindow = QtWidgets.QMainWindow() - ui = Ui_MainWindow() - ui.setupUi(MainWindow) - MainWindow.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/BCEndPlate/ui_bc_endplate.ui b/Connections/Moment/BCEndPlate/ui_bc_endplate.ui deleted file mode 100644 index 4e9617e69..000000000 --- a/Connections/Moment/BCEndPlate/ui_bc_endplate.ui +++ /dev/null @@ -1,4996 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 1328 - 768 - - - - Extended End Plate - - - - :/newPrefix/images/extendedbothways.png:/newPrefix/images/extendedbothways.png - - - - 20 - 2 - - - - - - - - - 0 - 28 - - - - - 16777215 - 28 - - - - QFrame::NoFrame - - - QFrame::Raised - - - - - 0 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Left Dock - - - Qt::LeftToRight - - - input - - - - :/newPrefix/images/input.png:/newPrefix/images/input.png - - - - 18 - 18 - - - - - - - 30 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Right Dock - - - ... - - - - :/newPrefix/images/output.png:/newPrefix/images/output.png - - - - 18 - 18 - - - - - - - 160 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Top View - - - ... - - - - :/newPrefix/images/X-Y.png:/newPrefix/images/X-Y.png - - - - 22 - 22 - - - - - - - 100 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Front View - - - ... - - - - :/newPrefix/images/Z-X.png:/newPrefix/images/Z-X.png - - - - 22 - 22 - - - - - - - 130 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Side View - - - ... - - - - :/newPrefix/images/Z-Y.png:/newPrefix/images/Z-Y.png - - - - 22 - 22 - - - - - - - 220 - 0 - 90 - 28 - - - - - Arial - 11 - 75 - false - true - false - false - - - - Qt::TabFocus - - - 3D Model - - - Model - - - - - - 410 - 0 - 71 - 29 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Beam only - - - Beam - - - - - - 490 - 0 - 151 - 29 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Extendedplate only - - - Connector - - - - - - 310 - 0 - 91 - 29 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Column only - - - Column - - - - - - - - Qt::Vertical - - - - - 0 - 100 - - - - QFrame::Box - - - QFrame::Raised - - - 1 - - - 1 - - - - 1 - - - - - - 0 - 450 - - - - - 8 - 75 - true - true - - - - Qt::NoFocus - - - QTabBar::tab { height: 75px; width: 1px; } - - - QTabWidget::West - - - -1 - - - - - - - - - 0 - 125 - - - - - 16777215 - 16777215 - - - - - 10 - - - - Qt::ScrollBarAlwaysOn - - - true - - - true - - - - - - - - - - 0 - 0 - 1328 - 25 - - - - - - - false - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - File - - - - - - - - - - - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - Edit - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - View - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - Help - - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - Graphics - - - - - - - - - - - - - - - - - - - - - - - - 1 - 0 - - - - - 310 - 710 - - - - - 310 - 710 - - - - - 310 - 710 - - - - - Arial - 11 - 75 - false - true - - - - false - - - QDockWidget::AllDockWidgetFeatures - - - Input dock - - - 1 - - - - - - 150 - 233 - 160 - 27 - - - - - 11 - 50 - false - - - - 000 - - - - - - 6 - 170 - 151 - 22 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Beam section *</p></body></html> - - - - - - 150 - 50 - 160 - 27 - - - - - 11 - 50 - false - - - - - Select Type - - - - - Flush end plate - - - - - Extended one way - - - - - Extended both ways - - - - - - - 150 - 203 - 160 - 27 - - - - - 11 - 50 - false - - - - 000 - - - - - - 3 - -3 - 221 - 21 - - - - - - - - - 0 - 0 - 127 - - - - - - - - - 0 - 0 - 255 - - - - - - - - - 0 - 0 - 255 - - - - - - - - - 11 - 75 - true - true - - - - <html><head/><body><p>Connecting members</p></body></html> - - - - - - 6 - 50 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>End plate type *</p></body></html> - - - - - - 6 - 203 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-style:italic;">f</span><span style=" font-style:italic; vertical-align:sub;">u </span>(MPa) * </p></body></html> - - - - - - 150 - 170 - 160 - 27 - - - - - Arial - 11 - - - - QComboBox { combobox-popup: 0; } - - - -1 - - - 5 - - - - - - 6 - 228 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-style:italic;">f</span><span style=" vertical-align:sub;">y </span>(MPa) *</p></body></html> - - - - - - 3 - 263 - 201 - 25 - - - - - 11 - 50 - true - false - - - - <html><head/><body><p><span style=" font-weight:600;">Factored loads</span></p></body></html> - - - - - - 6 - 314 - 151 - 25 - - - - - 11 - 50 - false - - - - Vert. Shear (kN) * - - - - - - 150 - 314 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 3 - 370 - 150 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - - - - 150 - 420 - 160 - 27 - - - - - 11 - 50 - false - - - - 10 - - - - - - 6 - 450 - 100 - 25 - - - - - 11 - 50 - false - - - - Grade * - - - - - - 150 - 450 - 160 - 27 - - - - - Arial - 11 - - - - QComboBox { combobox-popup: 0; } - - - 6 - - - - - - 6 - 390 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Diameter (mm) <span style=" color:#555500;">*</span></p></body></html> - - - - - - 6 - 420 - 100 - 25 - - - - - 11 - 50 - false - - - - Type * - - - - - - 150 - 390 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - QComboBox { combobox-popup: 0; } - - - 5 - - - - Select diameter - - - - - 12 - - - - - 16 - - - - - 20 - - - - - 24 - - - - - 30 - - - - - 36 - - - - - - - 3 - 480 - 100 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 6 - 500 - 141 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Thickness (mm) *</p></body></html> - - - - - - 150 - 500 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - - Select plate thickness - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - 18 - - - - - 20 - - - - - 22 - - - - - 24 - - - - - 26 - - - - - 30 - - - - - - - 3 - 530 - 151 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-style:italic;">Weld type and size</span></p></body></html> - - - - - - 6 - 580 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Flange (mm) *</p></body></html> - - - - - - 988 - 620 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 30 - 1249 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 150 - 1249 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 1088 - 610 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 130 - 1239 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 250 - 1239 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 1048 - 580 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 90 - 1209 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 210 - 1209 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 20 - 650 - 100 - 30 - - - - - 12 - 75 - true - - - - Alt+R - - - Reset - - - Alt+R - - - true - - - - - - 140 - 650 - 100 - 30 - - - - - 12 - 75 - true - - - - Alt+D - - - Design - - - Alt+D - - - true - - - - - - 150 - 580 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - Qt::WheelFocus - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - QComboBox::AdjustToMinimumContentsLengthWithIcon - - - - Select weld thickness - - - - - 3 - - - - - 4 - - - - - 5 - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - - - 190 - 80 - 81 - 51 - - - - true - - - - - - 6 - 284 - 151 - 25 - - - - - 11 - 50 - false - - - - Moment (kNm) * - - - - - - 150 - 284 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 6 - 344 - 151 - 25 - - - - - 11 - 50 - false - - - - Axial Force (kN) - - - - - - 150 - 344 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 150 - 610 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - Qt::WheelFocus - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - QComboBox::AdjustToMinimumContentsLengthWithIcon - - - - Select weld thickness - - - - - 3 - - - - - 4 - - - - - 5 - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - - - 6 - 610 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Web (mm) *</p></body></html> - - - - - - 6 - 140 - 151 - 22 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Column section *</p></body></html> - - - - - - 150 - 140 - 160 - 27 - - - - - Arial - 11 - - - - QComboBox { combobox-popup: 0; } - - - -1 - - - 5 - - - - - - 6 - 20 - 100 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Connectivity *</p></body></html> - - - - - true - - - - 150 - 20 - 160 - 27 - - - - - 0 - 0 - - - - - 11 - 50 - false - - - - Qt::LeftToRight - - - - Select Connectivity - - - - - Column flange-Beam web - - - - - Column web-Beam web - - - - - - - 150 - 550 - 160 - 27 - - - - - 11 - 50 - false - - - - 10 - - - - Groove Weld (CJP) - - - - - Fillet Weld - - - - - - - 6 - 550 - 100 - 25 - - - - - 11 - 50 - false - - - - Type * - - - - - - - - 0 - 0 - - - - - 125 - 710 - - - - - 310 - 710 - - - - - Arial - 11 - 75 - true - - - - Output dock - - - 2 - - - - - - 202 - 210 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 210 - 191 - 25 - - - - - 11 - 50 - false - - - - No. of bolts required - - - - - - 202 - 60 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - - - - true - - - - - - 202 - 330 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 202 - 240 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 330 - 211 - 25 - - - - - 11 - 50 - false - - - - Cross centre gauge (mm) - - - - - - 202 - 120 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - true - - - - - - 2 - 270 - 130 - 25 - - - - - 11 - 50 - false - - - - Pitch (mm) - - - - - - 202 - 360 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 240 - 130 - 25 - - - - - 11 - 50 - false - - - - No. of rows - - - - - - 2 - 360 - 201 - 25 - - - - - 11 - 50 - false - - - - End distance (mm) - - - - - - 2 - 60 - 191 - 25 - - - - - 11 - 50 - false - - - - Tension capacity (kN) - - - - - - -1 - 5 - 66 - 20 - - - - - 11 - 50 - true - false - false - false - - - - <html><head/><body><p><span style=" font-weight:600;">Bolt</span></p></body></html> - - - - - - 2 - 120 - 179 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Bearing capacity (kN)</p></body></html> - - - - - - -1 - 430 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 202 - 550 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 520 - 201 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Critical stress (at flange)</p></body></html> - - - - - - 2 - 550 - 191 - 25 - - - - - 11 - 50 - false - - - - Critical stress (web) - - - - - - 202 - 520 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - -1 - 490 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 50 - 614 - 200 - 30 - - - - Save log messages - - - Save messages - - - true - - - - - - 50 - 650 - 200 - 30 - - - - Create design report - - - Create design report - - - true - - - - - - 2 - 180 - 200 - 22 - - - - - 11 - 50 - false - - - - Combined shear and tension capacity of bolt - - - Combined capacity - - - - - - 202 - 180 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - -1 - 30 - 211 - 25 - - - - - 11 - 50 - false - - - - Tension in critical bolt(kN) - - - - - - 202 - 30 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - - - - true - - - - - - 202 - 300 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 0 - 300 - 131 - 25 - - - - - 11 - 50 - false - - - - Gauge (mm) - - - - - - 202 - 90 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - true - - - - - - 2 - 90 - 179 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Shear capacity (kN)</p></body></html> - - - - - - 2 - 150 - 200 - 22 - - - - - 11 - 50 - false - - - - Combined shear and tension capacity of bolt - - - Bolt capacity - - - - - - 202 - 150 - 100 - 25 - - - - - 50 - false - - - - - - - true - - - - - - 200 - 430 - 101 - 25 - - - - - 10 - 50 - false - - - - Plate details - - - - - - -1 - 460 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-style:italic;">Stiffener</span></p></body></html> - - - - - - 200 - 460 - 101 - 25 - - - - - 10 - 50 - false - - - - Details - - - - - - 0 - 390 - 201 - 25 - - - - - 11 - 50 - false - - - - Edge distance (mm) - - - - - - 202 - 390 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 202 - 140 - 100 - 25 - - - - - 50 - false - - - - - - - true - - - - - - 200 - 270 - 101 - 25 - - - - - 10 - 50 - false - - - - Pitch details - - - txt_boltcapacity - txt_noBolts - t_7 - txt_tensionCapacity - txt_crossGauge - txt_rowBolts - label_152 - txt_bearCapacity - label_154 - txt_endDist - lbl_row_7 - label_155 - label_156 - label_157 - label_158 - label_161 - txt_criticalWeb - label_163 - label_164 - txt_criticalFlange - label_166 - btn_SaveMessages - btn_CreateDesign - label_10 - txt_boltgrpcapacity - txt_tensionCritical - txt_gauge - label_165 - label_159 - txt_shearCapacity - label_167 - label_11 - txt_boltcapacity - btn_plateDetail - label_162 - btn_stiffnrDetail - label_160 - txt_edgeDist - btn_pitchDetail - - - - - - :/images/input.png:/images/input.png - - - Input - - - Input browser - - - - - - :/images/inputview.png:/images/inputview.png - - - inputwindow - - - - - New - - - - DejaVu Sans - 50 - false - false - false - - - - Ctrl+N - - - - - Load input - - - - DejaVu Sans - false - - - - Ctrl+L - - - - - Save input - - - Save input - - - - DejaVu Sans - - - - Ctrl+S - - - - - Save As - - - - - Print - - - - - Clear - - - - DejaVu Sans - - - - Ctrl+X - - - - - Copy - - - - DejaVu Sans - - - - Ctrl+C - - - - - Paste - - - - DejaVu Sans - - - - Ctrl+V - - - - - Input Browser - - - - - Output Browser - - - - - About Osdag - - - - DejaVu Sans - - - - - - Beam - - - - - Column - - - - - Finplate - - - - - Bolt - - - - - 2D view - - - - - Zoom in - - - - DejaVu Sans - - - - - - Zoom out - - - - DejaVu Sans - - - - - - Pan - - - - DejaVu Sans - - - - - - Rotate 3D model - - - - DejaVu Sans - - - - - - View 2D on XY - - - - - View 2D on YZ - - - - - View 2D on ZX - - - - - Model - - - - - Font - - - - DejaVu Sans - - - - - - Reduce font size - - - - - Save 3D model - - - - DejaVu Sans - - - - Alt+3 - - - - - Save CAD image - - - - DejaVu Sans - - - - Alt+I - - - - - Save log messages - - - - DejaVu Sans - - - - Alt+M - - - - - Create design report - - - - DejaVu Sans - - - - Alt+C - - - - - Quit fin plate design - - - - - Save front view - - - - DejaVu Sans - - - - Alt+Shift+F - - - - - Save top view - - - - DejaVu Sans - - - - Alt+Shift+T - - - - - Save side view - - - - DejaVu Sans - - - - Alt+Shift+S - - - - - Change bg color - - - - Verdana - - - - - - Show beam - - - - DejaVu Sans - false - - - - Alt+Shift+B - - - - - Show column - - - - DejaVu Sans - - - - Alt+Shift+C - - - - - Show connector - - - - DejaVu Sans - - - - Alt+Shift+A - - - - - Change background - - - - DejaVu Sans - - - - - - Show all - - - Alt+Shift+M - - - - - Design Examples - - - - - Sample Problems - - - - - Video Tutorials - - - - - About Osdag - - - - - Osdag Manual - - - - - Ask Us a Question - - - - - FAQ - - - - - Design Preferences - - - - DejaVu Serif - - - - Alt+P - - - - - Quit - - - Shift+Q - - - - - Load input - - - Ctrl+L - - - - - Show column - - - - DejaVu Sans - false - - - - Alt+Shift+C - - - - - combo_connLoc - combo_beamSec - txt_Fu - txt_Fy - txt_Moment - txt_Shear - txt_Axial - combo_diameter - combo_type - combo_grade - combo_plateThick - combo_flangeSize - combo_webSize - btn_Design - btn_Reset - btnInput - btnOutput - btnFront - btnSide - btnTop - btn3D - chkBx_beamSec - chkBx_connector - txt_tensionCritical - txt_tensionCapacity - txt_shearCapacity - txt_bearCapacity - txt_boltgrpcapacity - txt_noBolts - txt_rowBolts - txt_gauge - txt_crossGauge - txt_endDist - txt_criticalFlange - txt_criticalWeb - btn_SaveMessages - btn_CreateDesign - btnReset_3 - btnDesign_3 - txtShrCapacity_4 - txtbearCapacity_4 - txtBoltCapacity_4 - txtNoBolts_4 - txtPitch_4 - txtGuage_4 - txtEndDist_4 - txtEdgeDist_4 - txtWeldThick_4 - txtResltShr_4 - txtWeldStrng_4 - txtPlateThick_4 - txtExtMomnt_4 - txtMomntCapacity_4 - lineEdit_7 - lineEdit_8 - pushButton_4 - btnReset_4 - btnDesign_4 - txtShrCapacity_2 - txtNoBolts_2 - txtBoltCapacity_2 - textEdit - txtbearCapacity_2 - txtBoltCapacity_3 - btnReset_2 - txtPitch_3 - txtEndDist_3 - txtNoBolts_3 - txtGuage_2 - txtWeldThick_3 - txtEdgeDist_3 - txtExtMomnt_3 - txtPlateThick_3 - lineEdit_5 - txtMomntCapacity_3 - txtPitch_2 - txtShrCapacity_3 - txtResltShr_3 - txtWeldStrng_3 - txtbearCapacity_3 - txtEndDist_2 - txtEdgeDist_2 - txtWeldStrng_2 - txtWeldThick_2 - txtResltShr_2 - txtPlateThick_2 - txtExtMomnt_2 - txtMomntCapacity_2 - lineEdit_3 - lineEdit_4 - pushButton_3 - lineEdit_6 - pushButton_2 - txtGuage_3 - btnDesign_2 - - - - - - diff --git a/Connections/Moment/BCEndPlate/ui_design_preferences.py b/Connections/Moment/BCEndPlate/ui_design_preferences.py deleted file mode 100644 index 3bb35dd57..000000000 --- a/Connections/Moment/BCEndPlate/ui_design_preferences.py +++ /dev/null @@ -1,532 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_design_preferences.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_DesignPreferences(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(808, 519) - self.gridLayout_5 = QtWidgets.QGridLayout(Dialog) - self.gridLayout_5.setObjectName("gridLayout_5") - self.gridLayout_2 = QtWidgets.QGridLayout() - self.gridLayout_2.setObjectName("gridLayout_2") - self.btn_save = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - self.btn_save.setFont(font) - self.btn_save.setObjectName("btn_save") - self.gridLayout_2.addWidget(self.btn_save, 0, 2, 1, 1) - self.btn_close = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - self.btn_close.setFont(font) - self.btn_close.setObjectName("btn_close") - self.gridLayout_2.addWidget(self.btn_close, 0, 3, 1, 1) - spacerItem = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem, 0, 4, 1, 1) - spacerItem1 = QtWidgets.QSpacerItem(28, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem1, 0, 0, 1, 1) - self.btn_defaults = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - self.btn_defaults.setFont(font) - self.btn_defaults.setObjectName("btn_defaults") - self.gridLayout_2.addWidget(self.btn_defaults, 0, 1, 1, 1) - self.gridLayout_5.addLayout(self.gridLayout_2, 1, 0, 1, 1) - self.tabWidget = QtWidgets.QTabWidget(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - self.tabWidget.setFont(font) - self.tabWidget.setObjectName("tabWidget") - self.tab_Bolt = QtWidgets.QWidget() - self.tab_Bolt.setObjectName("tab_Bolt") - self.gridLayout_22 = QtWidgets.QGridLayout(self.tab_Bolt) - self.gridLayout_22.setContentsMargins(0, 0, 0, 0) - self.gridLayout_22.setObjectName("gridLayout_22") - self.label_9 = QtWidgets.QLabel(self.tab_Bolt) - self.label_9.setText("") - self.label_9.setObjectName("label_9") - self.gridLayout_22.addWidget(self.label_9, 0, 2, 1, 1) - self.gridLayout_21 = QtWidgets.QGridLayout() - self.gridLayout_21.setObjectName("gridLayout_21") - self.gridLayout_16 = QtWidgets.QGridLayout() - self.gridLayout_16.setObjectName("gridLayout_16") - self.gridLayout_14 = QtWidgets.QGridLayout() - self.gridLayout_14.setObjectName("gridLayout_14") - self.gridLayout_9 = QtWidgets.QGridLayout() - self.gridLayout_9.setObjectName("gridLayout_9") - self.label = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label.setFont(font) - self.label.setObjectName("label") - self.gridLayout_9.addWidget(self.label, 0, 0, 1, 1) - self.gridLayout = QtWidgets.QGridLayout() - self.gridLayout.setObjectName("gridLayout") - self.combo_boltHoleType = QtWidgets.QComboBox(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.combo_boltHoleType.setFont(font) - self.combo_boltHoleType.setFocusPolicy(QtCore.Qt.TabFocus) - self.combo_boltHoleType.setObjectName("combo_boltHoleType") - self.combo_boltHoleType.addItem("") - self.combo_boltHoleType.addItem("") - self.gridLayout.addWidget(self.combo_boltHoleType, 1, 1, 1, 1) - self.label_8 = QtWidgets.QLabel(self.tab_Bolt) - self.label_8.setObjectName("label_8") - self.gridLayout.addWidget(self.label_8, 2, 0, 1, 1) - self.txt_boltFu = QtWidgets.QLineEdit(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.txt_boltFu.setFont(font) - self.txt_boltFu.setAlignment(QtCore.Qt.AlignLeading|QtCore.Qt.AlignLeft|QtCore.Qt.AlignVCenter) - self.txt_boltFu.setReadOnly(False) - self.txt_boltFu.setObjectName("txt_boltFu") - self.gridLayout.addWidget(self.txt_boltFu, 2, 1, 1, 1) - self.combo_boltType = QtWidgets.QComboBox(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.combo_boltType.setFont(font) - self.combo_boltType.setObjectName("combo_boltType") - self.combo_boltType.addItem("") - self.combo_boltType.addItem("") - self.gridLayout.addWidget(self.combo_boltType, 0, 1, 1, 1) - self.gridLayout_9.addLayout(self.gridLayout, 0, 1, 3, 1) - self.label_4 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_4.setFont(font) - self.label_4.setObjectName("label_4") - self.gridLayout_9.addWidget(self.label_4, 2, 0, 1, 1) - self.label_2 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.gridLayout_9.addWidget(self.label_2, 1, 0, 1, 1) - self.gridLayout_14.addLayout(self.gridLayout_9, 0, 0, 1, 2) - self.gridLayout_12 = QtWidgets.QGridLayout() - self.gridLayout_12.setObjectName("gridLayout_12") - spacerItem2 = QtWidgets.QSpacerItem(168, 13, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Expanding) - self.gridLayout_12.addItem(spacerItem2, 0, 0, 1, 1) - self.label_7 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - font.setBold(True) - font.setWeight(75) - self.label_7.setFont(font) - self.label_7.setObjectName("label_7") - self.gridLayout_12.addWidget(self.label_7, 1, 0, 1, 1) - self.label_15 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_15.setFont(font) - self.label_15.setObjectName("label_15") - self.gridLayout_12.addWidget(self.label_15, 2, 0, 1, 1) - self.gridLayout_14.addLayout(self.gridLayout_12, 1, 0, 1, 1) - self.gridLayout_11 = QtWidgets.QGridLayout() - self.gridLayout_11.setObjectName("gridLayout_11") - spacerItem3 = QtWidgets.QSpacerItem(128, 28, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Expanding) - self.gridLayout_11.addItem(spacerItem3, 0, 0, 1, 1) - self.combo_slipfactor = QtWidgets.QComboBox(self.tab_Bolt) - self.combo_slipfactor.setMinimumSize(QtCore.QSize(0, 0)) - self.combo_slipfactor.setMaximumSize(QtCore.QSize(200, 16777215)) - font = QtGui.QFont() - font.setFamily("Arial") - self.combo_slipfactor.setFont(font) - self.combo_slipfactor.setObjectName("combo_slipfactor") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.combo_slipfactor.addItem("") - self.gridLayout_11.addWidget(self.combo_slipfactor, 1, 0, 1, 1) - self.gridLayout_14.addLayout(self.gridLayout_11, 1, 1, 1, 1) - self.gridLayout_16.addLayout(self.gridLayout_14, 1, 0, 1, 1) - self.gridLayout_15 = QtWidgets.QGridLayout() - self.gridLayout_15.setObjectName("gridLayout_15") - self.label_5 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_5.setFont(font) - self.label_5.setObjectName("label_5") - self.gridLayout_15.addWidget(self.label_5, 0, 0, 1, 1) - self.line = QtWidgets.QFrame(self.tab_Bolt) - self.line.setFrameShape(QtWidgets.QFrame.HLine) - self.line.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line.setObjectName("line") - self.gridLayout_15.addWidget(self.line, 1, 0, 1, 1) - self.gridLayout_16.addLayout(self.gridLayout_15, 0, 0, 1, 1) - self.gridLayout_21.addLayout(self.gridLayout_16, 0, 0, 1, 1) - spacerItem4 = QtWidgets.QSpacerItem(17, 150, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Fixed) - self.gridLayout_21.addItem(spacerItem4, 1, 0, 1, 1) - self.gridLayout_20 = QtWidgets.QGridLayout() - self.gridLayout_20.setObjectName("gridLayout_20") - self.label_note = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(8) - font.setBold(False) - font.setItalic(False) - font.setWeight(50) - self.label_note.setFont(font) - self.label_note.setObjectName("label_note") - self.gridLayout_20.addWidget(self.label_note, 0, 0, 1, 1) - spacerItem5 = QtWidgets.QSpacerItem(20, 75, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Expanding) - self.gridLayout_20.addItem(spacerItem5, 1, 0, 1, 1) - self.gridLayout_21.addLayout(self.gridLayout_20, 2, 0, 1, 1) - self.gridLayout_22.addLayout(self.gridLayout_21, 1, 0, 2, 1) - self.gridLayout_19 = QtWidgets.QGridLayout() - self.gridLayout_19.setObjectName("gridLayout_19") - self.gridLayout_8 = QtWidgets.QGridLayout() - self.gridLayout_8.setObjectName("gridLayout_8") - self.label_3 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_3.setFont(font) - self.label_3.setObjectName("label_3") - self.gridLayout_8.addWidget(self.label_3, 0, 0, 1, 1) - self.line_4 = QtWidgets.QFrame(self.tab_Bolt) - self.line_4.setFrameShape(QtWidgets.QFrame.HLine) - self.line_4.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_4.setObjectName("line_4") - self.gridLayout_8.addWidget(self.line_4, 1, 0, 1, 1) - self.gridLayout_19.addLayout(self.gridLayout_8, 0, 0, 1, 1) - self.textBrowser = QtWidgets.QTextBrowser(self.tab_Bolt) - self.textBrowser.setMinimumSize(QtCore.QSize(210, 320)) - self.textBrowser.setObjectName("textBrowser") - self.gridLayout_19.addWidget(self.textBrowser, 1, 0, 1, 1) - self.gridLayout_22.addLayout(self.gridLayout_19, 1, 1, 2, 2) - self.label_11 = QtWidgets.QLabel(self.tab_Bolt) - font = QtGui.QFont() - font.setFamily("Arial") - self.label_11.setFont(font) - self.label_11.setText("") - self.label_11.setObjectName("label_11") - self.gridLayout_22.addWidget(self.label_11, 2, 2, 1, 1) - self.tabWidget.addTab(self.tab_Bolt, "") - self.tab_Weld = QtWidgets.QWidget() - self.tab_Weld.setObjectName("tab_Weld") - self.gridLayout_13 = QtWidgets.QGridLayout(self.tab_Weld) - self.gridLayout_13.setContentsMargins(0, 0, 0, 0) - self.gridLayout_13.setObjectName("gridLayout_13") - self.label_16 = QtWidgets.QLabel(self.tab_Weld) - self.label_16.setObjectName("label_16") - self.gridLayout_13.addWidget(self.label_16, 0, 0, 1, 1) - self.gridLayout_7 = QtWidgets.QGridLayout() - self.gridLayout_7.setObjectName("gridLayout_7") - self.label_17 = QtWidgets.QLabel(self.tab_Weld) - self.label_17.setObjectName("label_17") - self.gridLayout_7.addWidget(self.label_17, 0, 0, 1, 1) - self.line_5 = QtWidgets.QFrame(self.tab_Weld) - self.line_5.setFrameShape(QtWidgets.QFrame.HLine) - self.line_5.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_5.setObjectName("line_5") - self.gridLayout_7.addWidget(self.line_5, 1, 0, 1, 1) - self.textBrowser_weldDescription = QtWidgets.QTextBrowser(self.tab_Weld) - self.textBrowser_weldDescription.setMinimumSize(QtCore.QSize(210, 320)) - self.textBrowser_weldDescription.setObjectName("textBrowser_weldDescription") - self.gridLayout_7.addWidget(self.textBrowser_weldDescription, 2, 0, 1, 1) - self.gridLayout_13.addLayout(self.gridLayout_7, 0, 2, 4, 1) - self.line_8 = QtWidgets.QFrame(self.tab_Weld) - self.line_8.setFrameShape(QtWidgets.QFrame.HLine) - self.line_8.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_8.setObjectName("line_8") - self.gridLayout_13.addWidget(self.line_8, 1, 0, 1, 2) - self.gridLayout_3 = QtWidgets.QGridLayout() - self.gridLayout_3.setObjectName("gridLayout_3") - self.label_6 = QtWidgets.QLabel(self.tab_Weld) - self.label_6.setObjectName("label_6") - self.gridLayout_3.addWidget(self.label_6, 2, 0, 1, 1) - self.combo_weldType = QtWidgets.QComboBox(self.tab_Weld) - self.combo_weldType.setObjectName("combo_weldType") - self.combo_weldType.addItem("") - self.combo_weldType.addItem("") - self.gridLayout_3.addWidget(self.combo_weldType, 0, 2, 1, 1) - self.label_22 = QtWidgets.QLabel(self.tab_Weld) - self.label_22.setObjectName("label_22") - self.gridLayout_3.addWidget(self.label_22, 0, 0, 1, 1) - self.label_27 = QtWidgets.QLabel(self.tab_Weld) - self.label_27.setText("") - self.label_27.setObjectName("label_27") - self.gridLayout_3.addWidget(self.label_27, 1, 0, 1, 1) - self.txt_weldFu = QtWidgets.QLineEdit(self.tab_Weld) - self.txt_weldFu.setAlignment(QtCore.Qt.AlignLeading|QtCore.Qt.AlignLeft|QtCore.Qt.AlignVCenter) - self.txt_weldFu.setObjectName("txt_weldFu") - self.gridLayout_3.addWidget(self.txt_weldFu, 2, 2, 1, 1) - self.label_10 = QtWidgets.QLabel(self.tab_Weld) - self.label_10.setObjectName("label_10") - self.gridLayout_3.addWidget(self.label_10, 2, 1, 1, 1) - self.gridLayout_13.addLayout(self.gridLayout_3, 2, 0, 1, 2) - spacerItem6 = QtWidgets.QSpacerItem(20, 288, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Expanding) - self.gridLayout_13.addItem(spacerItem6, 3, 1, 1, 1) - self.tabWidget.addTab(self.tab_Weld, "") - self.tab_Detailing = QtWidgets.QWidget() - self.tab_Detailing.setObjectName("tab_Detailing") - self.gridLayout_18 = QtWidgets.QGridLayout(self.tab_Detailing) - self.gridLayout_18.setContentsMargins(0, 0, 0, 0) - self.gridLayout_18.setObjectName("gridLayout_18") - self.gridLayout_17 = QtWidgets.QGridLayout() - self.gridLayout_17.setObjectName("gridLayout_17") - self.gridLayout_6 = QtWidgets.QGridLayout() - self.gridLayout_6.setObjectName("gridLayout_6") - self.label_38 = QtWidgets.QLabel(self.tab_Detailing) - self.label_38.setObjectName("label_38") - self.gridLayout_6.addWidget(self.label_38, 0, 0, 1, 1) - self.line_11 = QtWidgets.QFrame(self.tab_Detailing) - self.line_11.setFrameShape(QtWidgets.QFrame.HLine) - self.line_11.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_11.setObjectName("line_11") - self.gridLayout_6.addWidget(self.line_11, 1, 0, 1, 1) - self.gridLayout_17.addLayout(self.gridLayout_6, 0, 0, 1, 1) - self.gridLayout_4 = QtWidgets.QGridLayout() - self.gridLayout_4.setObjectName("gridLayout_4") - self.label_39 = QtWidgets.QLabel(self.tab_Detailing) - self.label_39.setObjectName("label_39") - self.gridLayout_4.addWidget(self.label_39, 0, 0, 1, 1) - self.combo_detailingEdgeType = QtWidgets.QComboBox(self.tab_Detailing) - self.combo_detailingEdgeType.setObjectName("combo_detailingEdgeType") - self.combo_detailingEdgeType.addItem("") - self.combo_detailingEdgeType.addItem("") - self.gridLayout_4.addWidget(self.combo_detailingEdgeType, 0, 1, 1, 1) - self.label_40 = QtWidgets.QLabel(self.tab_Detailing) - self.label_40.setObjectName("label_40") - self.gridLayout_4.addWidget(self.label_40, 1, 0, 1, 1) - self.combo_detailing_memebers = QtWidgets.QComboBox(self.tab_Detailing) - self.combo_detailing_memebers.setObjectName("combo_detailing_memebers") - self.combo_detailing_memebers.addItem("") - self.combo_detailing_memebers.addItem("") - self.gridLayout_4.addWidget(self.combo_detailing_memebers, 1, 1, 1, 1) - self.gridLayout_17.addLayout(self.gridLayout_4, 1, 0, 1, 1) - self.gridLayout_18.addLayout(self.gridLayout_17, 0, 0, 1, 1) - self.gridLayout_10 = QtWidgets.QGridLayout() - self.gridLayout_10.setObjectName("gridLayout_10") - self.line_6 = QtWidgets.QFrame(self.tab_Detailing) - self.line_6.setFrameShape(QtWidgets.QFrame.HLine) - self.line_6.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_6.setObjectName("line_6") - self.gridLayout_10.addWidget(self.line_6, 1, 0, 1, 1) - self.label_18 = QtWidgets.QLabel(self.tab_Detailing) - self.label_18.setObjectName("label_18") - self.gridLayout_10.addWidget(self.label_18, 0, 0, 1, 1) - self.textBrowser_detailingDescription = QtWidgets.QTextBrowser(self.tab_Detailing) - self.textBrowser_detailingDescription.setMinimumSize(QtCore.QSize(210, 0)) - self.textBrowser_detailingDescription.setObjectName("textBrowser_detailingDescription") - self.gridLayout_10.addWidget(self.textBrowser_detailingDescription, 2, 0, 1, 1) - self.gridLayout_18.addLayout(self.gridLayout_10, 0, 1, 2, 1) - spacerItem7 = QtWidgets.QSpacerItem(20, 255, QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Expanding) - self.gridLayout_18.addItem(spacerItem7, 1, 0, 1, 1) - self.tabWidget.addTab(self.tab_Detailing, "") - self.tab_Design = QtWidgets.QWidget() - self.tab_Design.setObjectName("tab_Design") - self.label_19 = QtWidgets.QLabel(self.tab_Design) - self.label_19.setGeometry(QtCore.QRect(21, 31, 101, 16)) - self.label_19.setObjectName("label_19") - self.combo_design_method = QtWidgets.QComboBox(self.tab_Design) - self.combo_design_method.setGeometry(QtCore.QRect(160, 31, 227, 22)) - self.combo_design_method.setObjectName("combo_design_method") - self.combo_design_method.addItem("") - self.combo_design_method.addItem("") - self.combo_design_method.addItem("") - self.tabWidget.addTab(self.tab_Design, "") - self.gridLayout_5.addWidget(self.tabWidget, 0, 0, 1, 1) - - self.retranslateUi(Dialog) - self.tabWidget.setCurrentIndex(0) - self.combo_slipfactor.setCurrentIndex(8) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Design preferences")) - self.btn_save.setText(_translate("Dialog", "Save")) - self.btn_close.setText(_translate("Dialog", "Save")) - self.btn_defaults.setText(_translate("Dialog", "Defaults")) - self.label.setText(_translate("Dialog", "Bolt type")) - self.combo_boltHoleType.setItemText(0, _translate("Dialog", "Standard")) - self.combo_boltHoleType.setItemText(1, _translate("Dialog", "Over-sized")) - self.label_8.setText(_translate("Dialog", "Fu")) - self.txt_boltFu.setText(_translate("Dialog", "800")) - self.combo_boltType.setItemText(0, _translate("Dialog", "Pretensioned")) - self.combo_boltType.setItemText(1, _translate("Dialog", "Non-pretensioned")) - self.label_4.setText(_translate("Dialog", "Material grade overwrite (MPa)")) - self.label_2.setText(_translate("Dialog", "Bolt hole type")) - self.label_7.setText(_translate("Dialog", "HSFG bolt design parameters:")) - self.label_15.setText(_translate("Dialog", "Slip factor (Āµ_f)")) - self.combo_slipfactor.setItemText(0, _translate("Dialog", "0.2")) - self.combo_slipfactor.setItemText(1, _translate("Dialog", "0.5")) - self.combo_slipfactor.setItemText(2, _translate("Dialog", "0.1")) - self.combo_slipfactor.setItemText(3, _translate("Dialog", "0.25")) - self.combo_slipfactor.setItemText(4, _translate("Dialog", "0.3")) - self.combo_slipfactor.setItemText(5, _translate("Dialog", "0.33")) - self.combo_slipfactor.setItemText(6, _translate("Dialog", "0.48")) - self.combo_slipfactor.setItemText(7, _translate("Dialog", "0.52")) - self.combo_slipfactor.setItemText(8, _translate("Dialog", "0.55")) - self.label_5.setText(_translate("Dialog", "Inputs")) - self.label_note.setText(_translate("Dialog", "NOTE : If slip is permitted under the design load, design the bolt as a bearing\n" -"bolt and select corresponding bolt grade.")) - self.label_3.setText(_translate("Dialog", "Description")) - self.textBrowser.setHtml(_translate("Dialog", "\n" -"\n" -"\n" -"\n" -"
\n" -"

IS 800 Table 20 Typical Average Values for Coefficient of Friction (Āµf)

\n" -"


\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"\n" -"
\n" -"

Treatment of Surfaces

\n" -"

Ā  Āµ_f

\n" -"

i)

\n" -"

Surfaces not treated

\n" -"

0.2

\n" -"

ii)

\n" -"

Surfaces blasted with short or grit with any loose rust removed, no pitting

\n" -"

0.5

\n" -"

iii)

\n" -"

Surfaces blasted with short or grit and hot-dip galvanized

\n" -"

0.1

\n" -"

iv)

\n" -"

Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm)

\n" -"

0.25

\n" -"

v)

\n" -"

Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm)

\n" -"

0.3

\n" -"

vi)

\n" -"

Sand blasted surface, after light rusting

\n" -"

0.52

\n" -"

vii)

\n" -"

Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm)

\n" -"

0.3

\n" -"

viii)

\n" -"

Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm)

\n" -"

0.3

\n" -"

ix)

\n" -"

Surfaces blasted with shot or grit and spray metallized with aluminium (thickness >50 Āµm)

\n" -"

0.5

\n" -"

x)

\n" -"

Clean mill scale

\n" -"

0.33

\n" -"

xi)

\n" -"

Sand blasted surface

\n" -"

0.48

\n" -"

xii)

\n" -"

Red lead painted surface

\n" -"

0.1

\n" -"


")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Bolt), _translate("Dialog", "Bolt")) - self.label_16.setText(_translate("Dialog", "Inputs")) - self.label_17.setText(_translate("Dialog", "Description")) - self.textBrowser_weldDescription.setHtml(_translate("Dialog", "\n" -"\n" -"

Shop weld takes a material safety factor of 1.25

\n" -"

Field weld takes a material safety factor of 1.5

\n" -"

(IS 800 - cl. 5. 4. 1 or Table 5)

")) - self.label_6.setText(_translate("Dialog", "Material grade overwrite (MPa)")) - self.combo_weldType.setItemText(0, _translate("Dialog", "Shop weld")) - self.combo_weldType.setItemText(1, _translate("Dialog", "Field weld")) - self.label_22.setText(_translate("Dialog", "Type of weld")) - self.txt_weldFu.setText(_translate("Dialog", "410")) - self.label_10.setText(_translate("Dialog", "Fu")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Weld), _translate("Dialog", "Weld")) - self.label_38.setText(_translate("Dialog", "Inputs")) - self.label_39.setText(_translate("Dialog", "Type of edges")) - self.combo_detailingEdgeType.setItemText(0, _translate("Dialog", "a - Sheared or hand flame cut")) - self.combo_detailingEdgeType.setItemText(1, _translate("Dialog", "b - Rolled, machine-flame cut, sawn and planed")) - self.label_40.setText(_translate("Dialog", "Are the members exposed to\n" -"corrosive influences?")) - self.combo_detailing_memebers.setItemText(0, _translate("Dialog", "No")) - self.combo_detailing_memebers.setItemText(1, _translate("Dialog", "Yes")) - self.label_18.setText(_translate("Dialog", "Description")) - self.textBrowser_detailingDescription.setHtml(_translate("Dialog", "\n" -"\n" -"

The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [a- sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [b - Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

\n" -"


\n" -"

This gap should include the tolerance value of 5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5 mm{tolerance})

\n" -"


\n" -"

Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3

\n" -"


")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Detailing), _translate("Dialog", "Detailing")) - self.label_19.setText(_translate("Dialog", "Design Method")) - self.combo_design_method.setItemText(0, _translate("Dialog", "Limit State Design")) - self.combo_design_method.setItemText(1, _translate("Dialog", "Limit State (Capacity based) Design")) - self.combo_design_method.setItemText(2, _translate("Dialog", "Working Stress Design")) - self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Design), _translate("Dialog", "Design")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_DesignPreferences() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/BCEndPlate/ui_design_preferences.ui b/Connections/Moment/BCEndPlate/ui_design_preferences.ui deleted file mode 100644 index 2750f3d55..000000000 --- a/Connections/Moment/BCEndPlate/ui_design_preferences.ui +++ /dev/null @@ -1,888 +0,0 @@ - - - Dialog - - - - 0 - 0 - 808 - 519 - - - - Design preferences - - - - - - - - - Arial - - - - Save - - - - - - - - Arial - - - - Save - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - Qt::Horizontal - - - - 28 - 20 - - - - - - - - - Arial - - - - Defaults - - - - - - - - - - Arial - - - - 0 - - - - Bolt - - - - - - - - - - - - - - - - - - - - - - Arial - - - - Bolt type - - - - - - - - - - Arial - - - - Qt::TabFocus - - - - Standard - - - - - Over-sized - - - - - - - - Fu - - - - - - - - Arial - - - - 800 - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - false - - - - - - - - Arial - - - - - Pretensioned - - - - - Non-pretensioned - - - - - - - - - - - Arial - - - - Material grade overwrite (MPa) - - - - - - - - Arial - - - - Bolt hole type - - - - - - - - - - - Qt::Vertical - - - - 168 - 13 - - - - - - - - - Arial - 75 - true - - - - HSFG bolt design parameters: - - - - - - - - Arial - - - - Slip factor (Āµ_f) - - - - - - - - - - - Qt::Vertical - - - - 128 - 28 - - - - - - - - - 0 - 0 - - - - - 200 - 16777215 - - - - - Arial - - - - 8 - - - - 0.2 - - - - - 0.5 - - - - - 0.1 - - - - - 0.25 - - - - - 0.3 - - - - - 0.33 - - - - - 0.48 - - - - - 0.52 - - - - - 0.55 - - - - - - - - - - - - - - - Arial - - - - Inputs - - - - - - - Qt::Horizontal - - - - - - - - - - - Qt::Vertical - - - QSizePolicy::Fixed - - - - 17 - 150 - - - - - - - - - - - Arial - 8 - 50 - false - false - - - - NOTE : If slip is permitted under the design load, design the bolt as a bearing -bolt and select corresponding bolt grade. - - - - - - - Qt::Vertical - - - - 20 - 75 - - - - - - - - - - - - - - - - - Arial - - - - Description - - - - - - - Qt::Horizontal - - - - - - - - - - 210 - 320 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:9pt; font-weight:400; font-style:normal;"> -<table border="0" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px;" cellspacing="2" cellpadding="0"> -<tr> -<td colspan="3"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">IS 800 Table 20 Typical Average Values for Coefficient of Friction (</span><span style=" font-family:'Calibri,sans-serif';">Āµ</span><span style=" font-family:'Calibri,sans-serif'; vertical-align:sub;">f</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">)</span></p></td></tr></table> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<table border="0" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px;" cellspacing="2" cellpadding="0"> -<tr> -<td width="26"></td> -<td width="383"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Treatment of Surfaces</span></p></td> -<td width="78"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Ā  Āµ_f</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">i)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces not treated</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.2</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">ii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit with any loose rust removed, no pitting</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.5</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">iii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit and hot-dip galvanized</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.1</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">iv)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.25</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">v)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">vi)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Sand blasted surface, after light rusting</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.52</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">vii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">viii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">ix)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and spray metallized with aluminium (thickness &gt;50 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.5</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">x)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Clean mill scale</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.33</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">xi)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Sand blasted surface</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.48</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">xii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Red lead painted surface</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.1</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p></td></tr></table></body></html> - - - - - - - - - - Arial - - - - - - - - - - - - Weld - - - - - - Inputs - - - - - - - - - Description - - - - - - - Qt::Horizontal - - - - - - - - 210 - 320 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:9pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Shop weld takes a material safety factor of 1.25</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Field weld takes a material safety factor of 1.5</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">(IS 800 - cl. 5. 4. 1 or Table 5)</span></p></body></html> - - - - - - - - - Qt::Horizontal - - - - - - - - - Material grade overwrite (MPa) - - - - - - - - Shop weld - - - - - Field weld - - - - - - - - Type of weld - - - - - - - - - - - - - - 410 - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - - - - - Fu - - - - - - - - - Qt::Vertical - - - - 20 - 288 - - - - - - - - - Detailing - - - - - - - - - - Inputs - - - - - - - Qt::Horizontal - - - - - - - - - - - Type of edges - - - - - - - - a - Sheared or hand flame cut - - - - - b - Rolled, machine-flame cut, sawn and planed - - - - - - - - Are the members exposed to -corrosive influences? - - - - - - - - No - - - - - Yes - - - - - - - - - - - - - - Qt::Horizontal - - - - - - - Description - - - - - - - - 210 - 0 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:9pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">1.7</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> times the hole diameter in case of </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">[a- sheared or hand flame cut edges] </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">and </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">1.5 </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">times the hole diameter in case of </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">[b - Rolled, machine-flame cut, sawn and planed edges]</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> (IS 800 - cl. 10. 2. 4. 2)</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Calibri'; font-size:8pt; vertical-align:middle;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">This gap should include the tolerance value of 5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5 mm{tolerance})</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Calibri'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p></body></html> - - - - - - - - - Qt::Vertical - - - - 20 - 255 - - - - - - - - - Design - - - - - 21 - 31 - 101 - 16 - - - - Design Method - - - - - - 160 - 31 - 227 - 22 - - - - - Limit State Design - - - - - Limit State (Capacity based) Design - - - - - Working Stress Design - - - - - - - - - - - diff --git a/Connections/Moment/BCEndPlate/ui_design_summary.py b/Connections/Moment/BCEndPlate/ui_design_summary.py deleted file mode 100644 index ea9989ec5..000000000 --- a/Connections/Moment/BCEndPlate/ui_design_summary.py +++ /dev/null @@ -1,182 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_design_summary.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_DesignReport(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(539, 595) - Dialog.setInputMethodHints(QtCore.Qt.ImhNone) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.lbl_companyName = QtWidgets.QLabel(Dialog) - self.lbl_companyName.setObjectName("lbl_companyName") - self.gridLayout.addWidget(self.lbl_companyName, 0, 0, 1, 1) - self.lineEdit_companyName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_companyName.setCursor(QtGui.QCursor(QtCore.Qt.ArrowCursor)) - self.lineEdit_companyName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_companyName.setObjectName("lineEdit_companyName") - self.gridLayout.addWidget(self.lineEdit_companyName, 0, 1, 1, 1) - self.lbl_comapnyLogo = QtWidgets.QLabel(Dialog) - self.lbl_comapnyLogo.setObjectName("lbl_comapnyLogo") - self.gridLayout.addWidget(self.lbl_comapnyLogo, 1, 0, 1, 1) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.btn_browse = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_browse.sizePolicy().hasHeightForWidth()) - self.btn_browse.setSizePolicy(sizePolicy) - self.btn_browse.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_browse.setObjectName("btn_browse") - self.horizontalLayout.addWidget(self.btn_browse) - self.lbl_browse = QtWidgets.QLabel(Dialog) - self.lbl_browse.setMouseTracking(True) - self.lbl_browse.setAcceptDrops(True) - self.lbl_browse.setText("") - self.lbl_browse.setObjectName("lbl_browse") - self.horizontalLayout.addWidget(self.lbl_browse) - self.gridLayout.addLayout(self.horizontalLayout, 1, 1, 1, 1) - self.lbl_groupName = QtWidgets.QLabel(Dialog) - self.lbl_groupName.setObjectName("lbl_groupName") - self.gridLayout.addWidget(self.lbl_groupName, 2, 0, 1, 1) - self.lineEdit_groupName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_groupName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_groupName.setCursorPosition(0) - self.lineEdit_groupName.setObjectName("lineEdit_groupName") - self.gridLayout.addWidget(self.lineEdit_groupName, 2, 1, 1, 1) - self.lbl_designer = QtWidgets.QLabel(Dialog) - self.lbl_designer.setObjectName("lbl_designer") - self.gridLayout.addWidget(self.lbl_designer, 3, 0, 1, 1) - self.lineEdit_designer = QtWidgets.QLineEdit(Dialog) - self.lineEdit_designer.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_designer.setObjectName("lineEdit_designer") - self.gridLayout.addWidget(self.lineEdit_designer, 3, 1, 1, 1) - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setSizeConstraint(QtWidgets.QLayout.SetFixedSize) - self.formLayout.setObjectName("formLayout") - self.btn_useProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_useProfile.sizePolicy().hasHeightForWidth()) - self.btn_useProfile.setSizePolicy(sizePolicy) - self.btn_useProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_useProfile.setObjectName("btn_useProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.btn_useProfile) - self.btn_saveProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_saveProfile.sizePolicy().hasHeightForWidth()) - self.btn_saveProfile.setSizePolicy(sizePolicy) - self.btn_saveProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_saveProfile.setObjectName("btn_saveProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.btn_saveProfile) - self.gridLayout.addLayout(self.formLayout, 4, 1, 1, 1) - self.lbl_projectTitle = QtWidgets.QLabel(Dialog) - self.lbl_projectTitle.setObjectName("lbl_projectTitle") - self.gridLayout.addWidget(self.lbl_projectTitle, 5, 0, 1, 1) - self.lineEdit_projectTitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_projectTitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_projectTitle.setObjectName("lineEdit_projectTitle") - self.gridLayout.addWidget(self.lineEdit_projectTitle, 5, 1, 1, 1) - self.lbl_subtitle = QtWidgets.QLabel(Dialog) - self.lbl_subtitle.setObjectName("lbl_subtitle") - self.gridLayout.addWidget(self.lbl_subtitle, 6, 0, 1, 1) - self.lineEdit_subtitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_subtitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_subtitle.setText("") - self.lineEdit_subtitle.setObjectName("lineEdit_subtitle") - self.gridLayout.addWidget(self.lineEdit_subtitle, 6, 1, 1, 1) - self.lbl_jobNumber = QtWidgets.QLabel(Dialog) - self.lbl_jobNumber.setObjectName("lbl_jobNumber") - self.gridLayout.addWidget(self.lbl_jobNumber, 7, 0, 1, 1) - self.lineEdit_jobNumber = QtWidgets.QLineEdit(Dialog) - self.lineEdit_jobNumber.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_jobNumber.setObjectName("lineEdit_jobNumber") - self.gridLayout.addWidget(self.lineEdit_jobNumber, 7, 1, 1, 1) - self.lbl_client = QtWidgets.QLabel(Dialog) - self.lbl_client.setObjectName("lbl_client") - self.gridLayout.addWidget(self.lbl_client, 8, 0, 1, 1) - self.lineEdit_client = QtWidgets.QLineEdit(Dialog) - self.lineEdit_client.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_client.setObjectName("lineEdit_client") - self.gridLayout.addWidget(self.lineEdit_client, 8, 1, 1, 1) - self.lbl_addComment = QtWidgets.QLabel(Dialog) - self.lbl_addComment.setObjectName("lbl_addComment") - self.gridLayout.addWidget(self.lbl_addComment, 9, 0, 1, 1) - self.txt_additionalComments = QtWidgets.QTextEdit(Dialog) - self.txt_additionalComments.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_additionalComments.setStyleSheet(" QTextCursor textCursor;\n" -" textCursor.setPosistion(0, QTextCursor::MoveAnchor); \n" -" textedit->setTextCursor( textCursor );") - self.txt_additionalComments.setInputMethodHints(QtCore.Qt.ImhNone) - self.txt_additionalComments.setFrameShape(QtWidgets.QFrame.WinPanel) - self.txt_additionalComments.setFrameShadow(QtWidgets.QFrame.Sunken) - self.txt_additionalComments.setTabChangesFocus(False) - self.txt_additionalComments.setReadOnly(False) - self.txt_additionalComments.setObjectName("txt_additionalComments") - self.gridLayout.addWidget(self.txt_additionalComments, 9, 1, 1, 1) - self.buttonBox = QtWidgets.QDialogButtonBox(Dialog) - self.buttonBox.setOrientation(QtCore.Qt.Horizontal) - self.buttonBox.setStandardButtons(QtWidgets.QDialogButtonBox.Cancel|QtWidgets.QDialogButtonBox.Ok) - self.buttonBox.setObjectName("buttonBox") - self.gridLayout.addWidget(self.buttonBox, 10, 1, 1, 1) - - self.retranslateUi(Dialog) - self.buttonBox.accepted.connect(Dialog.accept) - self.buttonBox.rejected.connect(Dialog.reject) - self.btn_browse.clicked.connect(self.lbl_browse.clear) - QtCore.QMetaObject.connectSlotsByName(Dialog) - Dialog.setTabOrder(self.lineEdit_companyName, self.btn_browse) - Dialog.setTabOrder(self.btn_browse, self.lineEdit_groupName) - Dialog.setTabOrder(self.lineEdit_groupName, self.lineEdit_designer) - Dialog.setTabOrder(self.lineEdit_designer, self.btn_useProfile) - Dialog.setTabOrder(self.btn_useProfile, self.btn_saveProfile) - Dialog.setTabOrder(self.btn_saveProfile, self.lineEdit_projectTitle) - Dialog.setTabOrder(self.lineEdit_projectTitle, self.lineEdit_subtitle) - Dialog.setTabOrder(self.lineEdit_subtitle, self.lineEdit_jobNumber) - Dialog.setTabOrder(self.lineEdit_jobNumber, self.lineEdit_client) - Dialog.setTabOrder(self.lineEdit_client, self.txt_additionalComments) - Dialog.setTabOrder(self.txt_additionalComments, self.buttonBox) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Dialog")) - self.lbl_companyName.setText(_translate("Dialog", "Company Name :")) - self.lbl_comapnyLogo.setText(_translate("Dialog", "Company Logo :")) - self.btn_browse.setText(_translate("Dialog", "Browse...")) - self.lbl_groupName.setText(_translate("Dialog", "Group/Team Name :")) - self.lbl_designer.setText(_translate("Dialog", "Designer :")) - self.btn_useProfile.setText(_translate("Dialog", "Use Profile")) - self.btn_saveProfile.setText(_translate("Dialog", "Save Profile")) - self.lbl_projectTitle.setText(_translate("Dialog", "Project Title :")) - self.lbl_subtitle.setText(_translate("Dialog", "Subtitle :")) - self.lineEdit_subtitle.setPlaceholderText(_translate("Dialog", "(Optional)")) - self.lbl_jobNumber.setText(_translate("Dialog", "Job Number :")) - self.lbl_client.setText(_translate("Dialog", "Client :")) - self.lbl_addComment.setText(_translate("Dialog", "Additional Comments :")) - self.txt_additionalComments.setHtml(_translate("Dialog", "\n" -"\n" -"


")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_DesignReport() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/BCEndPlate/ui_design_summary.ui b/Connections/Moment/BCEndPlate/ui_design_summary.ui deleted file mode 100644 index 8c4c611c1..000000000 --- a/Connections/Moment/BCEndPlate/ui_design_summary.ui +++ /dev/null @@ -1,327 +0,0 @@ - - - Dialog - - - - 0 - 0 - 539 - 595 - - - - Dialog - - - Qt::ImhNone - - - - - - Company Name : - - - - - - - ArrowCursor - - - Qt::StrongFocus - - - - - - - Company Logo : - - - - - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Browse... - - - - - - - true - - - true - - - - - - - - - - - - Group/Team Name : - - - - - - - Qt::StrongFocus - - - 0 - - - - - - - Designer : - - - - - - - Qt::StrongFocus - - - - - - - QLayout::SetFixedSize - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Use Profile - - - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Save Profile - - - - - - - - - Project Title : - - - - - - - Qt::StrongFocus - - - - - - - Subtitle : - - - - - - - Qt::StrongFocus - - - - - - (Optional) - - - - - - - Job Number : - - - - - - - Qt::StrongFocus - - - - - - - Client : - - - - - - - Qt::StrongFocus - - - - - - - Additional Comments : - - - - - - - Qt::StrongFocus - - - QTextCursor textCursor; - textCursor.setPosistion(0, QTextCursor::MoveAnchor); - textedit->setTextCursor( textCursor ); - - - Qt::ImhNone - - - QFrame::WinPanel - - - QFrame::Sunken - - - false - - - false - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:7.5pt; font-weight:400; font-style:normal;"> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Ubuntu'; font-size:11pt;"><br /></p></body></html> - - - - - - - Qt::Horizontal - - - QDialogButtonBox::Cancel|QDialogButtonBox::Ok - - - - - - - lineEdit_companyName - btn_browse - lineEdit_groupName - lineEdit_designer - btn_useProfile - btn_saveProfile - lineEdit_projectTitle - lineEdit_subtitle - lineEdit_jobNumber - lineEdit_client - txt_additionalComments - buttonBox - - - - - buttonBox - accepted() - Dialog - accept() - - - 248 - 254 - - - 157 - 274 - - - - - buttonBox - rejected() - Dialog - reject() - - - 316 - 260 - - - 286 - 274 - - - - - btn_browse - clicked() - lbl_browse - clear() - - - 210 - 62 - - - 339 - 62 - - - - - diff --git a/Connections/Moment/BCEndPlate/ui_pitch.py b/Connections/Moment/BCEndPlate/ui_pitch.py deleted file mode 100644 index e6a929b8a..000000000 --- a/Connections/Moment/BCEndPlate/ui_pitch.py +++ /dev/null @@ -1,336 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_pitch.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Pitch(object): - def setupUi(self, Pitch): - Pitch.setObjectName("Pitch") - Pitch.resize(332, 393) - Pitch.setMinimumSize(QtCore.QSize(300, 200)) - font = QtGui.QFont() - font.setFamily("Arial") - Pitch.setFont(font) - self.gridLayout = QtWidgets.QGridLayout(Pitch) - self.gridLayout.setObjectName("gridLayout") - self.scrollArea = QtWidgets.QScrollArea(Pitch) - self.scrollArea.setWidgetResizable(True) - self.scrollArea.setObjectName("scrollArea") - self.scrollAreaWidgetContents = QtWidgets.QWidget() - self.scrollAreaWidgetContents.setGeometry(QtCore.QRect(0, 0, 299, 383)) - self.scrollAreaWidgetContents.setObjectName("scrollAreaWidgetContents") - self.gridLayout_2 = QtWidgets.QGridLayout(self.scrollAreaWidgetContents) - self.gridLayout_2.setContentsMargins(0, 0, 0, 0) - self.gridLayout_2.setObjectName("gridLayout_2") - self.label = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label.setFont(font) - self.label.setObjectName("label") - self.gridLayout_2.addWidget(self.label, 0, 0, 1, 1) - self.line = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.line.setFrameShape(QtWidgets.QFrame.VLine) - self.line.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line.setObjectName("line") - self.gridLayout_2.addWidget(self.line, 0, 1, 10, 1) - self.label_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.gridLayout_2.addWidget(self.label_2, 0, 2, 1, 1) - self.line_6 = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.line_6.setFrameShape(QtWidgets.QFrame.VLine) - self.line_6.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_6.setObjectName("line_6") - self.gridLayout_2.addWidget(self.line_6, 0, 3, 10, 1) - self.label_5 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label_5.setFont(font) - self.label_5.setObjectName("label_5") - self.gridLayout_2.addWidget(self.label_5, 0, 4, 1, 1) - self.lbl_mem = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem.setFont(font) - self.lbl_mem.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem.setObjectName("lbl_mem") - self.gridLayout_2.addWidget(self.lbl_mem, 1, 0, 1, 1) - self.lbl_1 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_1.setFont(font) - self.lbl_1.setObjectName("lbl_1") - self.gridLayout_2.addWidget(self.lbl_1, 1, 2, 1, 1) - self.lineEdit_pitch = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch.setFont(font) - self.lineEdit_pitch.setReadOnly(True) - self.lineEdit_pitch.setObjectName("lineEdit_pitch") - self.gridLayout_2.addWidget(self.lineEdit_pitch, 1, 4, 1, 1) - spacerItem = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem, 1, 5, 1, 1) - self.lbl_mem2 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem2.setFont(font) - self.lbl_mem2.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem2.setObjectName("lbl_mem2") - self.gridLayout_2.addWidget(self.lbl_mem2, 2, 0, 1, 1) - self.lbl_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_2.setFont(font) - self.lbl_2.setObjectName("lbl_2") - self.gridLayout_2.addWidget(self.lbl_2, 2, 2, 1, 1) - self.lineEdit_pitch2 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch2.setFont(font) - self.lineEdit_pitch2.setReadOnly(True) - self.lineEdit_pitch2.setObjectName("lineEdit_pitch2") - self.gridLayout_2.addWidget(self.lineEdit_pitch2, 2, 4, 1, 1) - spacerItem1 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem1, 2, 5, 1, 1) - self.lbl_mem3 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - self.lbl_mem3.setEnabled(True) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem3.setFont(font) - self.lbl_mem3.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem3.setObjectName("lbl_mem3") - self.gridLayout_2.addWidget(self.lbl_mem3, 3, 0, 1, 1) - self.lbl_3 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_3.setFont(font) - self.lbl_3.setObjectName("lbl_3") - self.gridLayout_2.addWidget(self.lbl_3, 3, 2, 1, 1) - self.lineEdit_pitch3 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch3.setFont(font) - self.lineEdit_pitch3.setReadOnly(True) - self.lineEdit_pitch3.setObjectName("lineEdit_pitch3") - self.gridLayout_2.addWidget(self.lineEdit_pitch3, 3, 4, 1, 1) - spacerItem2 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem2, 3, 5, 1, 1) - self.lbl_mem4 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem4.setFont(font) - self.lbl_mem4.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem4.setObjectName("lbl_mem4") - self.gridLayout_2.addWidget(self.lbl_mem4, 4, 0, 1, 1) - self.lbl_4 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_4.setFont(font) - self.lbl_4.setObjectName("lbl_4") - self.gridLayout_2.addWidget(self.lbl_4, 4, 2, 1, 1) - self.lineEdit_pitch4 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch4.setFont(font) - self.lineEdit_pitch4.setReadOnly(True) - self.lineEdit_pitch4.setObjectName("lineEdit_pitch4") - self.gridLayout_2.addWidget(self.lineEdit_pitch4, 4, 4, 1, 1) - spacerItem3 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem3, 4, 5, 1, 1) - self.lbl_mem5 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem5.setFont(font) - self.lbl_mem5.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem5.setObjectName("lbl_mem5") - self.gridLayout_2.addWidget(self.lbl_mem5, 5, 0, 1, 1) - self.lbl_5 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_5.setFont(font) - self.lbl_5.setObjectName("lbl_5") - self.gridLayout_2.addWidget(self.lbl_5, 5, 2, 1, 1) - self.lineEdit_pitch5 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch5.setFont(font) - self.lineEdit_pitch5.setReadOnly(True) - self.lineEdit_pitch5.setObjectName("lineEdit_pitch5") - self.gridLayout_2.addWidget(self.lineEdit_pitch5, 5, 4, 1, 1) - spacerItem4 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem4, 5, 5, 1, 1) - self.lbl_mem6 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem6.setFont(font) - self.lbl_mem6.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem6.setObjectName("lbl_mem6") - self.gridLayout_2.addWidget(self.lbl_mem6, 6, 0, 1, 1) - self.lbl_6 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_6.setFont(font) - self.lbl_6.setObjectName("lbl_6") - self.gridLayout_2.addWidget(self.lbl_6, 6, 2, 1, 1) - self.lineEdit_pitch6 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch6.setFont(font) - self.lineEdit_pitch6.setReadOnly(True) - self.lineEdit_pitch6.setObjectName("lineEdit_pitch6") - self.gridLayout_2.addWidget(self.lineEdit_pitch6, 6, 4, 1, 1) - spacerItem5 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem5, 6, 5, 1, 1) - self.lbl_mem7 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem7.setFont(font) - self.lbl_mem7.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem7.setObjectName("lbl_mem7") - self.gridLayout_2.addWidget(self.lbl_mem7, 7, 0, 1, 1) - self.lbl_7 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_7.setFont(font) - self.lbl_7.setObjectName("lbl_7") - self.gridLayout_2.addWidget(self.lbl_7, 7, 2, 1, 1) - self.lineEdit_pitch7 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch7.setFont(font) - self.lineEdit_pitch7.setReadOnly(True) - self.lineEdit_pitch7.setObjectName("lineEdit_pitch7") - self.gridLayout_2.addWidget(self.lineEdit_pitch7, 7, 4, 1, 1) - spacerItem6 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem6, 7, 5, 1, 1) - self.lbl_mem7_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem7_2.setFont(font) - self.lbl_mem7_2.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem7_2.setObjectName("lbl_mem7_2") - self.gridLayout_2.addWidget(self.lbl_mem7_2, 8, 0, 1, 1) - self.lbl_8 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_8.setFont(font) - self.lbl_8.setObjectName("lbl_8") - self.gridLayout_2.addWidget(self.lbl_8, 8, 2, 1, 1) - self.lineEdit_pitch8 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch8.setFont(font) - self.lineEdit_pitch8.setReadOnly(True) - self.lineEdit_pitch8.setObjectName("lineEdit_pitch8") - self.gridLayout_2.addWidget(self.lineEdit_pitch8, 8, 4, 1, 1) - spacerItem7 = QtWidgets.QSpacerItem(35, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem7, 8, 5, 1, 1) - self.lbl_mem7_3 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem7_3.setFont(font) - self.lbl_mem7_3.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem7_3.setObjectName("lbl_mem7_3") - self.gridLayout_2.addWidget(self.lbl_mem7_3, 9, 0, 1, 1) - self.lbl_9 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_9.setFont(font) - self.lbl_9.setObjectName("lbl_9") - self.gridLayout_2.addWidget(self.lbl_9, 9, 2, 1, 1) - self.lineEdit_pitch9 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch9.setFont(font) - self.lineEdit_pitch9.setReadOnly(True) - self.lineEdit_pitch9.setObjectName("lineEdit_pitch9") - self.gridLayout_2.addWidget(self.lineEdit_pitch9, 9, 4, 1, 1) - spacerItem8 = QtWidgets.QSpacerItem(35, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.gridLayout_2.addItem(spacerItem8, 9, 5, 1, 1) - self.textEdit = QtWidgets.QTextEdit(self.scrollAreaWidgetContents) - self.textEdit.setObjectName("textEdit") - self.gridLayout_2.addWidget(self.textEdit, 10, 0, 1, 6) - self.scrollArea.setWidget(self.scrollAreaWidgetContents) - self.gridLayout.addWidget(self.scrollArea, 0, 0, 1, 1) - - self.retranslateUi(Pitch) - QtCore.QMetaObject.connectSlotsByName(Pitch) - - def retranslateUi(self, Pitch): - _translate = QtCore.QCoreApplication.translate - Pitch.setWindowTitle(_translate("Pitch", "Pitch Details")) - self.label.setText(_translate("Pitch", "Sr. No.")) - self.label_2.setText(_translate("Pitch", "Designation")) - self.label_5.setText(_translate("Pitch", "Pitch (mm)")) - self.lbl_mem.setText(_translate("Pitch", "1")) - self.lbl_1.setText(_translate("Pitch", "Pitch 1-2")) - self.lbl_mem2.setText(_translate("Pitch", "2")) - self.lbl_2.setText(_translate("Pitch", "Pitch 2-3")) - self.lbl_mem3.setText(_translate("Pitch", "3")) - self.lbl_3.setText(_translate("Pitch", "Pitch 3-4")) - self.lbl_mem4.setText(_translate("Pitch", "4")) - self.lbl_4.setText(_translate("Pitch", "Pitch 4-5")) - self.lbl_mem5.setText(_translate("Pitch", "5")) - self.lbl_5.setText(_translate("Pitch", "Pitch 5-6")) - self.lbl_mem6.setText(_translate("Pitch", "6")) - self.lbl_6.setText(_translate("Pitch", "Pitch 6-7")) - self.lbl_mem7.setText(_translate("Pitch", "7")) - self.lbl_7.setText(_translate("Pitch", "Pitch 7-8")) - self.lbl_mem7_2.setText(_translate("Pitch", "8")) - self.lbl_8.setText(_translate("Pitch", "Pitch 8-9")) - self.lbl_mem7_3.setText(_translate("Pitch", "9")) - self.lbl_9.setText(_translate("Pitch", "Pitch 9-10")) - self.textEdit.setHtml(_translate("Pitch", "\n" -"\n" -"

Note: \'Pitch i-j\' stands for vertical pitch distance between centre lines of ith and jth rows of bolts numbered from top.

")) - -import icons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Pitch = QtWidgets.QDialog() - ui = Ui_Pitch() - ui.setupUi(Pitch) - Pitch.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/BCEndPlate/ui_pitch.ui b/Connections/Moment/BCEndPlate/ui_pitch.ui deleted file mode 100644 index a89bf0fca..000000000 --- a/Connections/Moment/BCEndPlate/ui_pitch.ui +++ /dev/null @@ -1,615 +0,0 @@ - - - Pitch - - - - 0 - 0 - 332 - 393 - - - - - 300 - 200 - - - - - Arial - - - - Pitch Details - - - - - - true - - - - - 0 - 0 - 299 - 383 - - - - - - - - Arial - 9 - - - - Sr. No. - - - - - - - Qt::Vertical - - - - - - - - Arial - 9 - - - - Designation - - - - - - - Qt::Vertical - - - - - - - - Arial - 9 - - - - Pitch (mm) - - - - - - - - Arial - 10 - - - - 1 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 1-2 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 2 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 2-3 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - true - - - - Arial - 10 - - - - 3 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 3-4 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 4 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 4-5 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 5 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 5-6 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 6 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 6-7 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 7 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 7-8 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 10 - - - - 8 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 8-9 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 35 - 20 - - - - - - - - - Arial - 10 - - - - 9 - - - Qt::AlignCenter - - - - - - - - Arial - 9 - - - - Pitch 9-10 - - - - - - - - Arial - 9 - - - - true - - - - - - - Qt::Horizontal - - - - 35 - 20 - - - - - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:11pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Note:</span> 'Pitch i-j' stands for vertical pitch distance between centre lines of i<span style=" vertical-align:super;">th</span> and j<span style=" vertical-align:super;">th</span> rows of bolts numbered from top.</p></body></html> - - - - - - - - - - - - - - diff --git a/Connections/Moment/BCEndPlate/ui_plate.py b/Connections/Moment/BCEndPlate/ui_plate.py deleted file mode 100644 index c83d7fa94..000000000 --- a/Connections/Moment/BCEndPlate/ui_plate.py +++ /dev/null @@ -1,108 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_plate.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Plate(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(287, 179) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.plateHeight = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.plateHeight.setFont(font) - self.plateHeight.setObjectName("plateHeight") - self.gridLayout.addWidget(self.plateHeight, 0, 0, 1, 1) - self.label_2 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.gridLayout.addWidget(self.label_2, 1, 0, 1, 1) - self.txt_plateHeight = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_plateHeight.setFont(font) - self.txt_plateHeight.setReadOnly(True) - self.txt_plateHeight.setObjectName("txt_plateHeight") - self.gridLayout.addWidget(self.txt_plateHeight, 0, 1, 1, 1) - self.txt_plateDemand = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_plateDemand.setFont(font) - self.txt_plateDemand.setReadOnly(True) - self.txt_plateDemand.setObjectName("txt_plateDemand") - self.gridLayout.addWidget(self.txt_plateDemand, 2, 1, 1, 1) - self.txt_plateWidth = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_plateWidth.setFont(font) - self.txt_plateWidth.setReadOnly(True) - self.txt_plateWidth.setObjectName("txt_plateWidth") - self.gridLayout.addWidget(self.txt_plateWidth, 1, 1, 1, 1) - self.label_163 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_163.setFont(font) - self.label_163.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_163.setObjectName("label_163") - self.gridLayout.addWidget(self.label_163, 2, 0, 1, 1) - self.txt_plateCapacity = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_plateCapacity.setFont(font) - self.txt_plateCapacity.setReadOnly(True) - self.txt_plateCapacity.setObjectName("txt_plateCapacity") - self.gridLayout.addWidget(self.txt_plateCapacity, 3, 1, 1, 1) - self.label_164 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_164.setFont(font) - self.label_164.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_164.setObjectName("label_164") - self.gridLayout.addWidget(self.label_164, 3, 0, 1, 1) - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Plate")) - self.plateHeight.setText(_translate("Dialog", "Height (mm)")) - self.label_2.setText(_translate("Dialog", "Width (mm)")) - self.label_163.setText(_translate("Dialog", "

Moment demand (kNm)

")) - self.label_164.setText(_translate("Dialog", "

Moment capacity (kNm)

")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_Plate() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/BCEndPlate/ui_plate.ui b/Connections/Moment/BCEndPlate/ui_plate.ui deleted file mode 100644 index 2a96f42dc..000000000 --- a/Connections/Moment/BCEndPlate/ui_plate.ui +++ /dev/null @@ -1,139 +0,0 @@ - - - Dialog - - - - 0 - 0 - 287 - 179 - - - - Plate - - - - - - - 10 - 50 - false - - - - Height (mm) - - - - - - - - 10 - 50 - false - - - - Width (mm) - - - - - - - - 10 - 50 - false - - - - true - - - - - - - - 10 - 50 - false - - - - true - - - - - - - - 10 - 50 - false - - - - true - - - - - - - - 10 - 50 - false - - - - Qt::NoFocus - - - <html><head/><body><p>Moment demand (kNm)</p></body></html> - - - - - - - - 10 - 50 - false - - - - true - - - - - - - - 10 - 50 - false - - - - Qt::NoFocus - - - <html><head/><body><p>Moment capacity (kNm)</p></body></html> - - - - - - - - diff --git a/Connections/Moment/BCEndPlate/ui_stiffener.py b/Connections/Moment/BCEndPlate/ui_stiffener.py deleted file mode 100644 index 96781d2ec..000000000 --- a/Connections/Moment/BCEndPlate/ui_stiffener.py +++ /dev/null @@ -1,89 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_stiffener.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Stiffener(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(246, 171) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.txt_stiffnrHeight = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrHeight.setFont(font) - self.txt_stiffnrHeight.setReadOnly(True) - self.txt_stiffnrHeight.setObjectName("txt_stiffnrHeight") - self.gridLayout.addWidget(self.txt_stiffnrHeight, 0, 1, 1, 1) - self.plateHeight = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.plateHeight.setFont(font) - self.plateHeight.setObjectName("plateHeight") - self.gridLayout.addWidget(self.plateHeight, 0, 0, 1, 1) - self.label_2 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.gridLayout.addWidget(self.label_2, 1, 0, 1, 1) - self.txt_stiffnrLength = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrLength.setFont(font) - self.txt_stiffnrLength.setReadOnly(True) - self.txt_stiffnrLength.setObjectName("txt_stiffnrLength") - self.gridLayout.addWidget(self.txt_stiffnrLength, 1, 1, 1, 1) - self.label_163 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_163.setFont(font) - self.label_163.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_163.setObjectName("label_163") - self.gridLayout.addWidget(self.label_163, 2, 0, 1, 1) - self.txt_stiffnrThickness = QtWidgets.QLineEdit(Dialog) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrThickness.setFont(font) - self.txt_stiffnrThickness.setReadOnly(True) - self.txt_stiffnrThickness.setObjectName("txt_stiffnrThickness") - self.gridLayout.addWidget(self.txt_stiffnrThickness, 2, 1, 1, 1) - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Stiffener")) - self.plateHeight.setText(_translate("Dialog", "Height (mm)")) - self.label_2.setText(_translate("Dialog", "Length (mm)")) - self.label_163.setText(_translate("Dialog", "

Thickness (mm)

")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_Stiffener() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons.qrc b/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons.qrc deleted file mode 100644 index 48ba40a42..000000000 --- a/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons.qrc +++ /dev/null @@ -1,37 +0,0 @@ - - - images/bitmap.png - images/bolts16.png - images/colFlange.svg - images/finwindow.png - images/extendedbothways.png - images/iit_logo.svg - images/image3487.png - images/input.png - images/Osdag Icon.ico - images/Osdag.png - images/Osdag_header.png - images/Osdag_header1 - images/output.png - images/X-Y.eps - images/X-Y.png - images/Z-X.eps - images/Z-X.png - images/Z-Y.eps - images/Z-Y.png - images/Both_way/BW_8.png - images/Both_way/BW_12.png - images/Both_way/BW_16.png - images/Both_way/BW_20.png - images/Flush/Flush_4.png - images/Flush/Flush_6.png - images/One_way/OWE_6.png - images/One_way/OWE_8.png - images/One_way/OWE_10.png - images/Ui_stiffener.png - images/Butt_weld_double_bevel_flange.png - images/Butt_weld_double_bevel_web.png - images/Butt_weld_single_bevel_flange.png - images/Butt_weld_single_bevel_web.png - - diff --git a/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons_rc.py b/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons_rc.py deleted file mode 100644 index fb5e7e225..000000000 --- a/Connections/Moment/ExtendedEndPlate/ResourceFiles/icons_rc.py +++ /dev/null @@ -1,30079 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt5 (Qt v5.6.2) -# -# WARNING! 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-\x57\x62\x4e\x36\x78\x2f\x6c\x59\x6d\x56\x47\x33\x4f\x42\x20\x4a\ -\x77\x52\x2b\x37\x37\x72\x79\x2b\x30\x52\x6e\x35\x37\x38\x47\x6e\ -\x78\x43\x32\x61\x72\x38\x49\x55\x6d\x6f\x32\x75\x55\x6c\x78\x6a\ -\x30\x31\x6b\x75\x73\x64\x6a\x4f\x44\x32\x70\x71\x61\x6c\x5a\x4d\ -\x4b\x2f\x43\x2f\x43\x62\x6f\x5a\x78\x6b\x6d\x61\x70\x37\x43\x7a\ -\x50\x48\x63\x65\x43\x5a\x37\x33\x57\x54\x31\x20\x2f\x58\x71\x6e\ -\x62\x4c\x43\x41\x53\x47\x54\x78\x59\x75\x32\x74\x2b\x6a\x36\x46\ -\x4d\x49\x58\x68\x33\x70\x50\x31\x4b\x6e\x70\x65\x49\x74\x31\x31\ -\x45\x31\x50\x38\x5a\x51\x35\x5a\x2f\x73\x73\x45\x53\x6f\x51\x31\ -\x79\x50\x33\x41\x57\x6b\x48\x66\x71\x2f\x43\x6d\x53\x65\x77\x32\ -\x42\x2f\x77\x62\x30\x52\x76\x69\x20\x36\x61\x34\x66\x54\x75\x4a\ -\x39\x78\x30\x33\x49\x71\x72\x31\x65\x6b\x4e\x50\x77\x58\x43\x61\ -\x50\x69\x31\x5a\x55\x37\x68\x61\x54\x50\x38\x52\x53\x6e\x61\x75\ -\x4c\x50\x73\x70\x53\x79\x38\x36\x4e\x6f\x4d\x66\x47\x4d\x31\x31\ 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-\x53\x69\x6b\x75\x69\x66\x34\x49\x54\x44\x53\x73\x59\x5a\x50\x43\ -\x33\x30\x48\x2f\x43\x76\x7a\x64\x4e\x53\x72\x58\x20\x54\x4a\x63\ -\x67\x33\x31\x51\x53\x39\x76\x73\x62\x78\x43\x65\x48\x71\x75\x6f\ -\x68\x41\x6f\x64\x4f\x34\x6d\x78\x7a\x67\x36\x70\x78\x5a\x4b\x4b\ -\x6a\x59\x38\x30\x6b\x33\x57\x39\x45\x49\x6a\x55\x31\x64\x56\x70\ -\x68\x2f\x42\x77\x34\x63\x5a\x6a\x54\x2f\x68\x62\x50\x5a\x41\x2b\ -\x65\x72\x6a\x48\x4e\x52\x73\x6f\x47\x20\x69\x30\x4b\x6b\x39\x2f\ -\x6f\x4f\x66\x78\x5a\x59\x4d\x76\x43\x34\x77\x45\x74\x35\x6f\x32\ -\x4b\x76\x56\x43\x71\x31\x62\x59\x61\x47\x78\x72\x4c\x71\x36\x6f\ -\x55\x39\x6c\x65\x59\x44\x6a\x43\x78\x52\x4d\x35\x44\x4e\x43\x67\ -\x38\x42\x44\x35\x6d\x69\x6a\x37\x61\x6e\x75\x35\x35\x6e\x48\x4c\ -\x74\x6d\x72\x7a\x63\x69\x20\x4e\x54\x56\x31\x62\x71\x56\x35\x4b\ -\x4f\x6f\x65\x49\x38\x69\x37\x67\x62\x70\x78\x33\x4f\x5a\x6c\x63\ -\x49\x2b\x63\x4b\x76\x2f\x6b\x53\x42\x52\x54\x67\x58\x35\x4b\x6f\ -\x56\x62\x6a\x7a\x69\x69\x58\x78\x44\x75\x79\x58\x35\x76\x2b\x55\ -\x63\x30\x65\x79\x67\x61\x72\x53\x4e\x6a\x79\x58\x77\x64\x38\x5a\ -\x4e\x44\x68\x20\x76\x47\x4e\x55\x2b\x47\x64\x36\x4e\x74\x4a\x55\ -\x56\x31\x65\x54\x4d\x2f\x52\x76\x51\x45\x6c\x6c\x53\x34\x48\x6e\ -\x46\x4c\x30\x66\x6b\x66\x73\x58\x4c\x4b\x35\x65\x76\x58\x62\x74\ -\x32\x74\x35\x70\x48\x4f\x4a\x73\x78\x41\x6a\x57\x31\x53\x30\x58\ -\x77\x7a\x33\x57\x45\x44\x6c\x4f\x6c\x65\x57\x4d\x48\x43\x6a\x64\ -\x20\x62\x59\x67\x65\x32\x5a\x37\x75\x2b\x72\x2f\x70\x47\x47\x41\ -\x70\x69\x75\x45\x56\x2f\x7a\x50\x34\x75\x4f\x49\x65\x4d\x70\x6e\ -\x4f\x2f\x39\x63\x6a\x5a\x59\x4e\x56\x4a\x42\x54\x77\x76\x30\x65\ -\x55\x49\x66\x34\x42\x56\x54\x30\x7a\x30\x64\x48\x31\x71\x35\x6b\ -\x59\x30\x30\x41\x38\x41\x30\x75\x46\x35\x33\x47\x35\x20\x42\x5a\ -\x64\x62\x79\x74\x76\x66\x77\x31\x4e\x59\x63\x70\x6b\x6e\x6f\x33\ -\x6f\x61\x77\x71\x45\x4d\x4e\x56\x35\x5a\x64\x65\x56\x64\x69\x63\ -\x37\x4f\x74\x54\x4d\x78\x76\x6f\x47\x45\x4c\x66\x2b\x64\x44\x46\ -\x30\x61\x62\x6f\x78\x6e\x73\x72\x76\x79\x48\x7a\x42\x54\x48\x6f\ -\x36\x79\x77\x53\x72\x53\x31\x4e\x52\x55\x20\x6c\x64\x75\x36\x4b\ -\x63\x74\x67\x4a\x36\x7a\x49\x48\x66\x46\x30\x35\x79\x6b\x7a\x4d\ -\x36\x71\x64\x4b\x51\x53\x57\x36\x70\x57\x49\x33\x4f\x2f\x6d\x75\ -\x53\x57\x5a\x7a\x54\x34\x2f\x30\x32\x4e\x36\x50\x52\x49\x4f\x56\ -\x39\x64\x72\x7a\x6a\x79\x74\x73\x50\x75\x6f\x42\x77\x46\x64\x71\ -\x48\x46\x34\x76\x4b\x50\x6a\x20\x33\x7a\x4d\x39\x74\x71\x4a\x37\ -\x6f\x70\x74\x42\x6e\x30\x4f\x42\x33\x38\x59\x79\x32\x66\x66\x4e\ -\x30\x4c\x42\x6d\x44\x57\x57\x44\x4e\x59\x43\x77\x35\x66\x38\x56\ -\x51\x33\x66\x6c\x74\x73\x33\x70\x64\x66\x77\x76\x72\x46\x2b\x2f\ -\x61\x53\x62\x47\x56\x47\x5a\x71\x43\x51\x61\x72\x4c\x62\x4e\x48\ -\x33\x46\x68\x33\x20\x64\x2b\x64\x4d\x6a\x77\x55\x67\x57\x46\x39\ -\x2f\x69\x4f\x47\x52\x2b\x43\x30\x69\x4b\x32\x50\x70\x7a\x68\x74\ -\x6d\x59\x6b\x79\x7a\x69\x58\x4c\x79\x38\x30\x42\x55\x62\x2f\x63\ -\x34\x4f\x6e\x64\x37\x70\x66\x6d\x65\x61\x52\x2f\x4c\x4c\x43\x59\ -\x61\x44\x48\x79\x79\x77\x51\x35\x63\x31\x57\x44\x62\x2f\x57\x6c\ -\x4c\x20\x44\x61\x48\x41\x71\x5a\x47\x67\x31\x64\x49\x51\x73\x6f\ -\x59\x49\x41\x55\x59\x69\x4e\x58\x55\x4e\x51\x65\x76\x70\x68\x6d\ -\x44\x67\x71\x34\x58\x58\x31\x75\x37\x52\x6b\x50\x57\x64\x71\x46\ -\x32\x2f\x30\x38\x79\x31\x71\x61\x36\x75\x70\x72\x6d\x6d\x5a\x71\ -\x53\x63\x7a\x55\x6b\x6c\x6d\x56\x79\x66\x6d\x53\x33\x47\x20\x43\ -\x6b\x41\x4d\x31\x79\x73\x4a\x32\x6a\x58\x7a\x2b\x73\x64\x70\x48\ -\x38\x77\x73\x70\x47\x79\x77\x42\x75\x43\x59\x6c\x66\x63\x44\x6d\ -\x77\x63\x66\x56\x35\x46\x5a\x56\x54\x74\x77\x43\x6a\x41\x59\x4e\ -\x4e\x74\x75\x44\x46\x6f\x66\x69\x41\x59\x44\x7a\x30\x58\x74\x77\ -\x4c\x39\x74\x32\x39\x34\x70\x30\x6c\x7a\x52\x20\x45\x78\x48\x39\ -\x4f\x4f\x4a\x65\x74\x36\x49\x2f\x66\x63\x6d\x64\x4b\x39\x41\x6f\ -\x37\x74\x44\x6b\x62\x61\x4f\x33\x6f\x68\x4a\x59\x72\x75\x67\x65\ -\x41\x45\x5a\x65\x39\x31\x44\x6c\x66\x42\x57\x35\x4e\x52\x54\x79\ -\x52\x2f\x76\x4f\x63\x79\x71\x4d\x64\x56\x76\x6e\x56\x4f\x77\x6b\ -\x61\x68\x67\x4e\x42\x48\x61\x4c\x20\x68\x71\x77\x6a\x6f\x72\x62\ -\x39\x70\x73\x46\x6a\x66\x43\x4d\x69\x36\x68\x6c\x45\x2b\x6c\x51\ -\x35\x61\x4c\x52\x41\x32\x57\x41\x4e\x49\x4a\x56\x4b\x62\x52\x4f\ -\x34\x62\x30\x69\x44\x36\x6a\x45\x31\x30\x2f\x7a\x4c\x50\x31\x31\ -\x45\x67\x6f\x46\x4c\x47\x32\x78\x72\x61\x39\x53\x32\x42\x31\x57\ -\x68\x6c\x70\x4f\x42\x20\x74\x79\x44\x73\x58\x6f\x46\x37\x31\x71\ -\x44\x4c\x2b\x6d\x52\x66\x6c\x73\x64\x74\x36\x31\x77\x41\x56\x53\ -\x6b\x73\x6d\x59\x57\x71\x6b\x66\x70\x55\x32\x4c\x58\x34\x58\x35\ -\x2b\x68\x35\x68\x65\x4c\x2f\x7a\x65\x42\x70\x59\x69\x38\x31\x6e\ -\x64\x65\x4e\x47\x68\x66\x49\x36\x61\x38\x49\x42\x67\x50\x69\x4d\ -\x47\x4c\x20\x6a\x53\x48\x37\x2f\x78\x70\x73\x2b\x77\x31\x62\x53\ -\x69\x73\x59\x72\x4c\x5a\x41\x39\x68\x6c\x38\x58\x43\x6e\x50\x72\ -\x76\x6f\x59\x73\x30\x62\x31\x47\x78\x31\x58\x35\x48\x65\x69\x4f\ -\x74\x69\x35\x4f\x58\x64\x2b\x68\x58\x46\x63\x4e\x2f\x78\x6d\x52\ -\x67\x59\x31\x4d\x59\x79\x6d\x73\x4c\x57\x33\x34\x33\x49\x34\x20\ -\x79\x4a\x34\x69\x47\x41\x71\x2f\x62\x30\x2b\x6b\x66\x77\x74\x67\ -\x71\x4c\x36\x6d\x55\x49\x57\x34\x62\x32\x47\x41\x6b\x4b\x44\x43\ -\x4f\x34\x71\x76\x36\x30\x58\x6b\x67\x75\x62\x6d\x35\x71\x76\x37\ -\x51\x79\x57\x45\x56\x34\x75\x4a\x53\x61\x73\x52\x4c\x6d\x36\x77\ -\x72\x4e\x2b\x4c\x47\x72\x30\x71\x4c\x71\x36\x77\x20\x63\x50\x41\ -\x41\x33\x45\x72\x58\x45\x4d\x64\x41\x68\x43\x32\x46\x36\x34\x33\ -\x61\x59\x6d\x62\x54\x2f\x51\x49\x72\x49\x35\x47\x61\x62\x2f\x6c\ -\x36\x54\x4d\x63\x42\x55\x4e\x30\x49\x30\x42\x51\x4f\x48\x4b\x6a\ -\x4b\x57\x63\x43\x66\x45\x50\x64\x62\x71\x72\x4b\x66\x49\x42\x63\ -\x5a\x42\x76\x65\x2b\x31\x65\x2b\x50\x20\x76\x46\x70\x56\x56\x65\ -\x6e\x54\x2f\x41\x73\x4b\x66\x78\x50\x52\x56\x59\x62\x49\x6f\x79\ -\x33\x78\x7a\x50\x2f\x78\x4f\x74\x35\x46\x4d\x78\x7a\x7a\x47\x44\ -\x78\x6d\x6b\x59\x59\x68\x30\x36\x36\x72\x50\x31\x73\x70\x7a\x37\ -\x41\x47\x73\x54\x32\x76\x39\x77\x46\x62\x42\x78\x39\x58\x6b\x64\ -\x4e\x6d\x59\x44\x67\x54\x20\x6f\x74\x47\x32\x50\x78\x73\x4e\x42\ -\x72\x4b\x75\x4b\x32\x73\x45\x2b\x5a\x34\x67\x4a\x36\x4a\x38\x51\ -\x4a\x54\x62\x47\x6f\x4b\x42\x38\x77\x42\x63\x59\x52\x32\x41\x75\ -\x74\x72\x63\x64\x31\x31\x54\x4d\x4e\x67\x49\x31\x49\x4d\x38\x69\ -\x73\x69\x56\x67\x4e\x32\x7a\x61\x65\x50\x4b\x76\x6e\x5a\x52\x32\ -\x51\x49\x67\x20\x77\x70\x65\x42\x6c\x7a\x47\x35\x77\x53\x57\x2f\ -\x42\x63\x44\x77\x53\x43\x2b\x52\x76\x47\x38\x58\x41\x4e\x57\x43\ -\x2f\x49\x37\x69\x37\x67\x70\x67\x69\x76\x74\x46\x51\x4d\x58\x78\ -\x66\x64\x6f\x78\x6a\x4b\x57\x46\x74\x73\x49\x4d\x79\x30\x57\x69\ -\x78\x64\x66\x2f\x61\x49\x31\x6e\x2f\x74\x36\x57\x53\x50\x38\x59\ -\x20\x6b\x52\x38\x43\x53\x7a\x64\x58\x56\x65\x31\x54\x71\x62\x6f\ -\x55\x35\x55\x6d\x42\x64\x36\x4c\x79\x49\x39\x64\x6c\x54\x54\x52\ -\x6f\x76\x52\x4b\x31\x72\x58\x75\x69\x77\x63\x41\x6e\x4a\x2f\x65\ -\x64\x6e\x42\x37\x45\x71\x38\x77\x61\x64\x4d\x56\x53\x32\x61\x65\ -\x6d\x66\x54\x43\x7a\x6c\x4c\x4c\x42\x47\x6b\x51\x32\x20\x6d\x39\ -\x32\x43\x79\x4e\x41\x70\x75\x4f\x6f\x78\x66\x72\x2f\x66\x53\x2b\ -\x68\x75\x31\x68\x41\x4e\x42\x76\x65\x4e\x42\x67\x50\x33\x52\x57\ -\x78\x37\x66\x77\x41\x58\x74\x67\x48\x56\x41\x72\x66\x68\x61\x4c\ -\x67\x74\x6d\x56\x71\x6b\x4b\x73\x74\x42\x58\x68\x50\x34\x39\x6d\ -\x36\x32\x48\x58\x44\x46\x66\x52\x46\x41\x20\x52\x50\x6f\x4e\x6c\ -\x6f\x70\x37\x63\x4f\x47\x59\x50\x75\x6e\x4c\x75\x31\x63\x41\x32\ -\x31\x53\x35\x63\x45\x56\x78\x52\x71\x35\x46\x67\x2b\x34\x36\x6b\ -\x67\x66\x4f\x41\x76\x59\x7a\x78\x4c\x79\x67\x32\x44\x62\x55\x59\ -\x42\x6e\x75\x4c\x67\x4e\x66\x47\x38\x67\x53\x67\x4b\x71\x46\x75\ -\x37\x36\x45\x63\x43\x33\x49\x20\x70\x39\x54\x55\x43\x49\x43\x6f\ -\x62\x67\x42\x77\x4d\x42\x38\x47\x31\x67\x76\x36\x35\x61\x61\x67\ -\x2f\x63\x2b\x6d\x55\x4f\x43\x30\x31\x6e\x6a\x79\x6b\x6a\x6b\x4c\ -\x46\x38\x33\x74\x64\x64\x30\x31\x4c\x63\x6c\x6b\x61\x31\x73\x71\ -\x38\x35\x36\x32\x5a\x47\x59\x70\x53\x68\x65\x77\x52\x57\x41\x56\ -\x77\x6e\x36\x4b\x20\x48\x74\x62\x6f\x39\x39\x64\x47\x67\x39\x61\ -\x61\x53\x44\x43\x77\x63\x74\x4c\x65\x34\x43\x6c\x6b\x2b\x58\x49\ -\x71\x46\x49\x34\x61\x66\x4c\x79\x34\x48\x43\x7a\x72\x59\x68\x55\ -\x70\x47\x79\x77\x50\x52\x50\x57\x33\x48\x6f\x66\x6e\x7a\x54\x57\ -\x5a\x56\x62\x75\x46\x79\x35\x5a\x56\x4c\x39\x77\x39\x45\x4f\x6a\ -\x7a\x20\x42\x32\x45\x59\x62\x67\x58\x43\x4d\x59\x61\x70\x37\x77\ -\x64\x77\x7a\x64\x78\x44\x41\x41\x70\x7a\x32\x7a\x4b\x5a\x42\x45\ -\x42\x37\x4b\x76\x57\x73\x6f\x4c\x38\x41\x35\x75\x52\x46\x33\x31\ -\x64\x54\x45\x33\x67\x4a\x79\x47\x74\x42\x65\x62\x53\x49\x76\x71\ -\x50\x76\x33\x37\x78\x70\x66\x42\x50\x59\x44\x4e\x71\x51\x20\x44\ -\x41\x55\x2b\x42\x43\x43\x69\x6d\x77\x44\x45\x63\x43\x76\x61\x6b\ -\x35\x6b\x2f\x41\x39\x63\x70\x65\x67\x79\x41\x61\x72\x39\x2f\x61\ -\x67\x63\x69\x69\x77\x41\x4d\x70\x63\x38\x2f\x74\x52\x6a\x59\x76\ -\x48\x62\x74\x32\x6c\x35\x4d\x2f\x51\x47\x77\x69\x79\x43\x58\x46\ -\x4e\x74\x65\x41\x59\x6a\x48\x34\x78\x33\x71\x20\x63\x35\x63\x72\ -\x2f\x45\x71\x46\x5a\x6b\x56\x75\x61\x77\x77\x46\x6e\x2b\x72\x5a\ -\x75\x44\x45\x30\x4d\x46\x55\x71\x48\x50\x61\x48\x45\x47\x71\x42\ -\x76\x37\x59\x6d\x4d\x79\x65\x30\x4a\x54\x4f\x31\x5a\x6c\x58\x50\ -\x78\x35\x31\x4b\x33\x37\x47\x71\x76\x41\x33\x56\x55\x46\x4d\x67\ -\x59\x45\x65\x44\x39\x72\x55\x4e\x20\x6f\x63\x43\x70\x67\x7a\x63\ -\x51\x5a\x67\x76\x72\x4f\x2b\x76\x65\x67\x56\x63\x69\x74\x68\x69\ -\x65\x55\x73\x7a\x2f\x71\x5a\x51\x4e\x6c\x67\x64\x62\x63\x75\x36\ -\x39\x46\x47\x59\x6e\x4f\x7a\x47\x62\x6c\x6f\x57\x4e\x6f\x63\x43\ -\x48\x63\x39\x75\x71\x4e\x76\x53\x61\x2b\x6e\x77\x6b\x45\x74\x67\ -\x62\x6f\x43\x57\x65\x20\x66\x68\x78\x49\x6f\x35\x77\x47\x53\x44\ -\x79\x65\x62\x51\x64\x69\x49\x49\x63\x74\x58\x37\x36\x38\x58\x32\ -\x6c\x55\x68\x63\x49\x4d\x55\x67\x6d\x76\x57\x62\x4d\x6d\x42\x37\ -\x51\x42\x44\x66\x31\x66\x5a\x70\x56\x33\x41\x4b\x6a\x4b\x78\x30\ -\x41\x2f\x43\x76\x51\x41\x6a\x71\x70\x63\x41\x42\x6a\x71\x46\x6e\ -\x78\x52\x20\x59\x68\x69\x37\x41\x4a\x68\x56\x50\x56\x38\x41\x45\ -\x67\x44\x47\x4d\x4e\x70\x56\x62\x74\x46\x78\x70\x59\x55\x5a\x31\ -\x6e\x71\x41\x39\x76\x61\x4f\x4f\x4d\x4a\x76\x4b\x47\x70\x35\x71\ -\x66\x43\x79\x62\x64\x74\x4c\x47\x30\x50\x42\x2f\x38\x55\x78\x33\ -\x74\x4b\x57\x53\x4a\x32\x70\x50\x72\x63\x52\x35\x45\x62\x51\x20\ -\x74\x32\x46\x77\x34\x38\x42\x37\x2b\x74\x52\x33\x43\x4d\x42\x41\ -\x6f\x62\x2b\x57\x6c\x6c\x64\x65\x4d\x37\x53\x6f\x55\x36\x2f\x79\ -\x5a\x37\x63\x77\x65\x7a\x74\x56\x6c\x4e\x39\x57\x69\x6e\x5a\x46\ -\x67\x2f\x62\x4e\x6a\x62\x5a\x39\x55\x69\x51\x53\x6d\x54\x4f\x6d\ -\x4e\x33\x30\x71\x55\x59\x37\x7a\x4f\x4f\x72\x34\x20\x71\x72\x62\ -\x50\x57\x43\x47\x51\x32\x55\x6a\x5a\x59\x48\x6e\x51\x33\x64\x32\ -\x39\x65\x61\x71\x58\x68\x64\x46\x67\x38\x4f\x31\x4e\x6f\x64\x41\ -\x5a\x59\x37\x6d\x6d\x30\x62\x61\x2b\x31\x42\x67\x4d\x33\x41\x62\ -\x67\x47\x50\x6f\x6b\x59\x49\x4c\x55\x47\x53\x36\x50\x52\x6b\x4f\ -\x42\x64\x77\x47\x71\x36\x42\x32\x41\x20\x33\x52\x69\x79\x44\x69\ -\x70\x63\x4a\x51\x2b\x42\x37\x76\x4a\x71\x64\x30\x66\x2f\x37\x70\ -\x6f\x68\x57\x73\x69\x4e\x6c\x48\x36\x35\x35\x42\x63\x42\x30\x36\ -\x65\x36\x62\x44\x66\x4c\x71\x6c\x62\x59\x58\x65\x44\x78\x4c\x62\ -\x33\x35\x42\x57\x33\x4a\x39\x4c\x79\x32\x5a\x44\x6f\x45\x2b\x6e\ -\x76\x51\x50\x52\x71\x44\x20\x31\x6e\x74\x42\x65\x79\x68\x30\x4e\ -\x68\x38\x4b\x42\x67\x4c\x34\x47\x45\x69\x62\x51\x75\x76\x67\x63\ -\x61\x75\x72\x4f\x57\x41\x44\x2f\x54\x38\x43\x75\x6c\x69\x4b\x4d\ -\x79\x6b\x41\x58\x4f\x4f\x37\x46\x49\x32\x5a\x49\x61\x78\x33\x58\ -\x62\x63\x48\x39\x43\x7a\x44\x35\x64\x4b\x6d\x70\x71\x61\x71\x74\ -\x72\x5a\x4d\x20\x6f\x6a\x57\x52\x2f\x43\x69\x77\x53\x51\x59\x6c\ -\x71\x45\x4f\x68\x56\x71\x48\x6f\x6a\x6a\x71\x47\x79\x35\x63\x76\ -\x72\x39\x43\x43\x77\x73\x55\x72\x73\x58\x54\x36\x71\x62\x5a\x45\ -\x5a\x72\x56\x52\x4e\x61\x64\x57\x68\x66\x63\x44\x43\x30\x41\x2f\ -\x71\x4b\x4a\x33\x47\x45\x34\x2b\x47\x77\x30\x46\x7a\x68\x6e\x4c\ -\x20\x33\x32\x44\x71\x55\x41\x2b\x44\x4a\x58\x39\x76\x61\x39\x73\ -\x77\x70\x42\x44\x48\x66\x7a\x4a\x6c\x67\x31\x55\x43\x55\x66\x32\ -\x64\x78\x2b\x46\x35\x56\x54\x34\x5a\x58\x42\x52\x68\x7a\x45\x54\ -\x44\x34\x56\x50\x45\x6b\x4c\x2b\x37\x77\x74\x46\x4e\x54\x55\x30\ -\x6a\x68\x67\x48\x30\x34\x59\x6f\x63\x71\x33\x42\x61\x20\x59\x36\ -\x68\x2b\x65\x53\x79\x57\x57\x51\x65\x73\x41\x37\x59\x72\x50\x41\ -\x2f\x63\x46\x77\x31\x61\x48\x31\x54\x58\x75\x42\x31\x41\x4b\x63\ -\x34\x47\x6c\x62\x38\x55\x2f\x6a\x48\x36\x41\x7a\x70\x64\x56\x77\ -\x34\x41\x51\x43\x52\x5a\x50\x50\x52\x76\x41\x41\x50\x73\x6e\x4d\ -\x6c\x42\x67\x49\x43\x73\x7a\x6d\x61\x7a\x20\x57\x2f\x6f\x37\x56\ -\x2b\x4d\x69\x45\x56\x61\x36\x61\x72\x54\x4e\x32\x35\x36\x2f\x42\ -\x5a\x39\x47\x35\x69\x31\x63\x66\x46\x64\x66\x63\x33\x73\x79\x38\ -\x2b\x66\x32\x5a\x4c\x71\x78\x50\x5a\x6e\x35\x30\x75\x42\x78\x46\ -\x39\x6f\x79\x53\x32\x4f\x70\x7a\x4c\x63\x41\x54\x46\x66\x65\x67\ -\x78\x6f\x72\x2b\x39\x74\x54\x20\x71\x57\x64\x56\x35\x4a\x4d\x6f\ -\x50\x7a\x55\x63\x69\x57\x55\x79\x6d\x61\x30\x71\x63\x6f\x55\x4b\ -\x65\x32\x6c\x76\x54\x79\x77\x61\x73\x6d\x39\x71\x44\x4e\x71\x72\ -\x67\x59\x55\x4b\x4f\x38\x6b\x41\x4b\x52\x77\x43\x39\x50\x62\x41\ -\x45\x33\x33\x48\x4e\x6e\x52\x33\x37\x41\x2f\x73\x67\x76\x41\x67\ -\x78\x56\x33\x44\x20\x6c\x70\x61\x57\x37\x65\x4a\x4b\x59\x51\x64\ -\x52\x39\x4e\x63\x59\x76\x41\x66\x30\x64\x6f\x55\x55\x51\x47\x50\ -\x49\x2f\x74\x7a\x41\x51\x4e\x6a\x70\x4a\x42\x69\x73\x62\x51\x52\ -\x32\x48\x33\x78\x63\x30\x50\x4a\x79\x63\x42\x44\x6c\x73\x49\x59\ -\x53\x56\x50\x55\x36\x39\x2f\x52\x55\x6d\x6a\x33\x41\x54\x73\x73\ -\x47\x20\x51\x2f\x55\x30\x43\x6e\x58\x6e\x78\x6f\x32\x67\x52\x79\ -\x50\x63\x32\x78\x5a\x4c\x6e\x44\x6d\x57\x36\x77\x7a\x68\x65\x6c\ -\x56\x57\x71\x47\x75\x63\x43\x61\x79\x68\x55\x45\x62\x71\x79\x79\ -\x4a\x63\x49\x73\x70\x2f\x71\x63\x69\x76\x78\x58\x44\x50\x52\x79\ -\x55\x4c\x6e\x41\x70\x38\x77\x54\x48\x4e\x68\x30\x30\x33\x20\x44\ -\x36\x72\x76\x6a\x6f\x59\x43\x54\x36\x4f\x38\x42\x2f\x69\x6f\x77\ -\x73\x75\x75\x6d\x44\x63\x41\x4b\x50\x71\x77\x59\x4e\x53\x70\x53\ -\x46\x64\x4f\x70\x57\x57\x42\x61\x76\x57\x36\x64\x4f\x72\x6c\x67\ -\x58\x32\x33\x70\x56\x4c\x50\x4d\x62\x42\x2b\x59\x6a\x65\x62\x6f\ -\x57\x4e\x63\x7a\x39\x39\x53\x4b\x4b\x53\x78\x20\x55\x7a\x47\x4e\ -\x57\x43\x4a\x39\x31\x55\x37\x39\x78\x5a\x4e\x66\x61\x41\x77\x47\ -\x48\x30\x56\x30\x70\x61\x44\x4c\x45\x58\x47\x41\x37\x7a\x6d\x47\ -\x37\x78\x74\x39\x35\x7a\x51\x32\x2b\x6d\x75\x31\x6c\x32\x55\x6f\ -\x66\x78\x76\x6f\x31\x31\x4b\x48\x6f\x78\x42\x41\x64\x79\x34\x45\ -\x71\x36\x4b\x6e\x43\x59\x42\x72\x20\x33\x4e\x79\x57\x53\x74\x30\ -\x48\x33\x41\x76\x51\x46\x4b\x72\x62\x51\x39\x45\x66\x47\x77\x62\ -\x50\x41\x47\x38\x62\x31\x30\x4e\x4e\x41\x48\x48\x45\x61\x7a\x6c\ -\x49\x33\x71\x42\x73\x73\x41\x5a\x52\x6e\x6d\x47\x56\x6f\x4a\x67\ -\x37\x4f\x43\x54\x2b\x52\x65\x46\x59\x79\x37\x49\x6d\x4a\x4e\x64\ -\x72\x47\x50\x6f\x72\x20\x55\x64\x37\x52\x31\x42\x41\x38\x43\x6a\ -\x41\x61\x47\x2f\x32\x31\x78\x53\x58\x64\x73\x4d\x7a\x5a\x31\x6e\ -\x73\x37\x73\x41\x58\x34\x34\x41\x72\x77\x6f\x63\x61\x64\x78\x61\ -\x62\x6a\x57\x68\x50\x70\x44\x77\x41\x2f\x46\x5a\x58\x76\x41\x62\ -\x73\x41\x67\x59\x5a\x67\x2f\x63\x48\x78\x65\x4c\x77\x44\x35\x46\ -\x2f\x41\x20\x2f\x68\x54\x55\x4b\x4d\x34\x45\x75\x64\x63\x31\x33\ -\x45\x4d\x4b\x62\x52\x42\x4c\x64\x64\x7a\x66\x6e\x6b\x70\x2f\x75\ -\x44\x32\x56\x65\x6a\x4b\x56\x53\x72\x32\x79\x4c\x70\x31\x2b\x32\ -\x61\x50\x37\x61\x61\x63\x31\x6d\x62\x79\x72\x4e\x5a\x45\x36\x73\ -\x54\x57\x52\x33\x71\x4d\x31\x6b\x64\x71\x7a\x4e\x5a\x45\x36\x20\ -\x50\x78\x61\x4c\x39\x66\x53\x31\x36\x33\x61\x6a\x72\x30\x62\x68\ -\x54\x6d\x58\x74\x78\x53\x6a\x34\x67\x30\x7a\x64\x49\x63\x6f\x59\ -\x69\x55\x54\x6d\x53\x4b\x46\x6b\x32\x4b\x74\x7a\x46\x79\x33\x61\ -\x57\x59\x78\x52\x7a\x43\x38\x43\x49\x72\x4a\x44\x52\x39\x2b\x32\ -\x37\x62\x6d\x4e\x51\x65\x76\x39\x65\x4e\x63\x6d\x20\x6e\x47\x79\ -\x38\x44\x46\x5a\x69\x6f\x6d\x58\x64\x33\x6f\x69\x55\x44\x64\x5a\ -\x77\x65\x43\x38\x4c\x35\x2f\x76\x45\x6e\x64\x43\x79\x38\x4b\x58\ -\x32\x35\x4b\x4f\x4b\x48\x4f\x38\x36\x63\x6b\x78\x54\x4f\x48\x67\ -\x46\x75\x59\x70\x57\x51\x57\x34\x63\x36\x42\x6a\x33\x59\x6d\x31\ -\x33\x39\x32\x61\x46\x32\x78\x46\x71\x20\x45\x37\x5a\x39\x56\x46\ -\x73\x79\x2b\x54\x51\x51\x51\x2f\x55\x6b\x67\x4c\x5a\x45\x2b\x68\ -\x79\x55\x4c\x30\x41\x78\x32\x72\x78\x2f\x6b\x30\x43\x76\x46\x62\ -\x68\x45\x58\x41\x35\x33\x7a\x59\x70\x64\x32\x35\x4b\x70\x6b\x2b\ -\x4c\x78\x6d\x56\x63\x6d\x6d\x43\x69\x39\x6d\x50\x65\x35\x36\x71\ -\x35\x41\x70\x62\x39\x49\x20\x51\x31\x50\x54\x30\x6c\x30\x4b\x35\ -\x63\x7a\x6b\x2b\x5a\x59\x42\x4a\x64\x48\x45\x36\x54\x30\x4b\x5a\ -\x61\x48\x43\x33\x51\x4f\x31\x77\x70\x59\x46\x67\x35\x59\x71\x70\ -\x77\x50\x72\x65\x78\x7a\x36\x30\x34\x4b\x71\x44\x4d\x35\x47\x35\ -\x4e\x62\x47\x59\x4f\x43\x69\x71\x58\x79\x47\x6d\x70\x71\x61\x42\ -\x51\x4b\x48\x20\x44\x57\x32\x52\x38\x75\x7a\x4b\x67\x2f\x4b\x53\ -\x63\x42\x68\x63\x4e\x56\x34\x30\x5a\x47\x69\x74\x43\x61\x4d\x51\ -\x43\x65\x39\x6c\x7a\x45\x62\x46\x73\x6d\x58\x56\x43\x33\x50\x62\ -\x6e\x43\x4d\x45\x56\x71\x71\x79\x47\x4b\x46\x62\x54\x66\x66\x41\ -\x34\x6f\x37\x64\x73\x42\x67\x47\x4e\x36\x6a\x4c\x68\x78\x45\x39\ -\x20\x45\x37\x68\x50\x6c\x4e\x74\x56\x35\x4c\x79\x47\x59\x50\x33\ -\x42\x37\x63\x6d\x4f\x78\x39\x71\x53\x36\x52\x38\x31\x68\x41\x4a\ -\x70\x67\x62\x4e\x46\x65\x41\x61\x67\x4c\x5a\x6d\x65\x46\x51\x55\ -\x6c\x4a\x70\x76\x69\x4d\x76\x43\x52\x67\x63\x65\x32\x62\x35\x2b\ -\x2f\x77\x49\x64\x37\x73\x36\x4b\x44\x70\x48\x66\x6b\x20\x46\x41\ -\x43\x52\x6e\x66\x39\x75\x65\x66\x52\x63\x6f\x42\x4c\x6b\x75\x72\ -\x35\x6c\x35\x51\x72\x77\x4a\x64\x48\x7a\x41\x42\x65\x56\x47\x77\ -\x45\x61\x51\x38\x48\x66\x71\x48\x4a\x2f\x57\x7a\x4a\x35\x50\x5a\ -\x4e\x59\x67\x47\x52\x2b\x68\x52\x79\x68\x44\x45\x31\x6e\x45\x72\ -\x53\x55\x5a\x50\x64\x2f\x4e\x47\x2f\x34\x20\x5a\x4e\x4c\x78\x55\ -\x71\x7a\x59\x2b\x77\x65\x67\x31\x71\x4e\x35\x53\x77\x36\x7a\x74\ -\x71\x2f\x55\x31\x6d\x69\x78\x62\x58\x74\x75\x6c\x63\x46\x6e\x67\ -\x53\x38\x42\x53\x78\x56\x75\x46\x69\x47\x49\x63\x68\x6a\x69\x48\ -\x74\x77\x61\x7a\x34\x79\x6d\x4f\x6f\x73\x52\x44\x51\x62\x61\x67\ -\x57\x71\x6a\x61\x6c\x74\x39\x20\x76\x6d\x66\x65\x6d\x77\x31\x44\ -\x48\x77\x64\x2b\x33\x4a\x5a\x49\x6e\x7a\x75\x57\x38\x66\x79\x6e\ -\x73\x48\x7a\x35\x38\x6f\x6f\x4e\x58\x5a\x31\x64\x67\x42\x68\x56\ -\x63\x2f\x30\x74\x4c\x53\x33\x62\x41\x5a\x70\x72\x61\x68\x62\x30\ -\x7a\x4b\x31\x4b\x67\x38\x35\x54\x6e\x7a\x61\x32\x74\x52\x56\x69\ -\x31\x5a\x70\x43\x20\x39\x68\x6d\x4b\x33\x67\x52\x79\x64\x32\x73\ -\x69\x64\x65\x4c\x75\x67\x63\x43\x75\x4f\x56\x4d\x65\x41\x5a\x70\ -\x52\x48\x68\x66\x44\x2f\x56\x52\x4c\x50\x44\x4d\x70\x45\x73\x70\ -\x68\x79\x2f\x38\x4c\x34\x47\x79\x50\x70\x72\x50\x6a\x6d\x65\x79\ -\x31\x6b\x39\x48\x48\x47\x34\x6e\x79\x6b\x74\x43\x44\x69\x4f\x55\ -\x2f\x20\x77\x58\x58\x31\x4c\x33\x67\x62\x4b\x34\x43\x4f\x71\x6e\ -\x78\x2b\x53\x4d\x37\x63\x63\x45\x54\x44\x67\x65\x4f\x71\x44\x46\ -\x71\x42\x79\x31\x45\x65\x46\x5a\x57\x54\x67\x54\x6b\x6f\x68\x77\ -\x41\x64\x78\x64\x69\x6b\x30\x65\x41\x4b\x33\x41\x54\x4d\x63\x37\ -\x66\x50\x4f\x53\x57\x57\x53\x6a\x30\x70\x79\x43\x63\x4d\x20\x68\ -\x78\x2b\x4d\x5a\x54\x7a\x2f\x53\x66\x51\x6b\x45\x6c\x57\x49\x58\ -\x49\x37\x77\x6e\x54\x35\x6a\x42\x62\x42\x39\x62\x73\x55\x37\x51\ -\x58\x64\x42\x39\x51\x39\x39\x78\x67\x6f\x51\x52\x63\x38\x48\x45\ -\x4e\x48\x76\x41\x4b\x78\x4c\x70\x31\x2b\x65\x73\x33\x44\x52\x32\ -\x78\x51\x75\x51\x6a\x68\x41\x31\x58\x69\x36\x20\x4b\x52\x79\x34\ -\x63\x6d\x44\x51\x37\x6a\x67\x52\x6f\x4a\x52\x37\x34\x52\x66\x68\ -\x51\x4f\x33\x58\x4b\x55\x38\x71\x64\x71\x4b\x38\x4a\x42\x78\x45\ -\x32\x4b\x72\x37\x74\x4b\x49\x2f\x6f\x5a\x53\x7a\x56\x58\x6a\x45\ -\x6b\x59\x71\x54\x34\x31\x32\x6a\x30\x33\x6c\x2f\x71\x39\x38\x2f\ -\x66\x30\x74\x56\x78\x57\x55\x6f\x20\x6e\x77\x62\x57\x71\x73\x6f\ -\x4a\x41\x67\x45\x56\x76\x55\x31\x67\x4f\x79\x49\x58\x75\x59\x62\ -\x7a\x57\x38\x4f\x52\x69\x78\x74\x44\x67\x54\x50\x56\x56\x2f\x57\ -\x4a\x74\x72\x61\x32\x59\x57\x4e\x76\x56\x4f\x55\x47\x44\x4e\x30\ -\x64\x4e\x5a\x38\x48\x74\x44\x57\x52\x75\x6e\x71\x73\x7a\x7a\x6b\ -\x52\x4c\x4d\x75\x61\x20\x56\x36\x56\x61\x6b\x31\x65\x74\x4e\x63\ -\x58\x5a\x46\x54\x45\x57\x75\x56\x71\x49\x30\x68\x5a\x44\x46\x36\ -\x67\x61\x46\x51\x41\x69\x62\x6b\x35\x64\x4b\x63\x72\x31\x36\x46\ -\x59\x78\x6a\x41\x32\x6f\x75\x77\x45\x31\x4e\x30\x67\x2b\x76\x32\ -\x46\x2b\x62\x65\x30\x72\x30\x36\x45\x39\x76\x37\x61\x37\x65\x7a\ -\x50\x77\x20\x6e\x53\x45\x4e\x69\x69\x43\x41\x53\x4c\x2b\x6b\x55\ -\x44\x51\x63\x4f\x42\x5a\x6c\x54\x35\x54\x48\x57\x78\x4c\x70\x76\ -\x2f\x66\x66\x59\x2b\x33\x61\x33\x73\x5a\x77\x6f\x42\x49\x56\x46\ -\x4f\x4b\x6f\x66\x44\x4a\x6e\x63\x6c\x6f\x30\x46\x44\x71\x70\x4c\ -\x5a\x45\x59\x6c\x38\x35\x36\x4a\x42\x4b\x70\x30\x74\x35\x74\x20\ -\x37\x58\x69\x58\x4b\x78\x4e\x55\x76\x68\x55\x4f\x2b\x48\x64\x62\ -\x73\x4c\x6a\x36\x72\x4c\x4a\x47\x66\x34\x46\x5a\x61\x37\x30\x62\ -\x41\x72\x56\x37\x62\x63\x31\x4c\x79\x30\x36\x78\x51\x46\x4f\x4c\ -\x68\x4b\x33\x61\x37\x34\x41\x4d\x69\x53\x4d\x61\x77\x4c\x55\x4c\ -\x6c\x6c\x52\x2f\x61\x72\x51\x66\x6e\x6d\x67\x6f\x20\x39\x41\x37\ -\x42\x76\x5a\x35\x43\x4a\x65\x6e\x37\x48\x4d\x4e\x33\x53\x69\x77\ -\x57\x36\x32\x6b\x4d\x42\x57\x38\x44\x50\x55\x33\x67\x54\x42\x78\ -\x64\x70\x61\x59\x38\x67\x70\x42\x48\x71\x51\x4f\x39\x6f\x7a\x57\ -\x52\x48\x6c\x77\x4d\x59\x37\x71\x52\x73\x4e\x38\x66\x55\x52\x2f\ -\x4e\x71\x4f\x78\x68\x69\x44\x61\x71\x20\x30\x67\x68\x45\x4b\x46\ -\x53\x69\x6d\x61\x79\x63\x53\x71\x55\x51\x47\x78\x45\x44\x34\x67\ -\x49\x4a\x56\x32\x6c\x44\x64\x47\x31\x6c\x54\x2f\x36\x35\x6c\x6c\ -\x64\x65\x65\x57\x33\x34\x79\x79\x64\x47\x63\x33\x4e\x7a\x5a\x63\ -\x2f\x6d\x56\x35\x39\x43\x32\x56\x4e\x56\x72\x68\x54\x44\x58\x55\ -\x63\x68\x6d\x74\x2f\x47\x20\x6c\x57\x4e\x61\x55\x36\x6e\x2b\x58\ -\x65\x4b\x6f\x62\x62\x39\x4a\x44\x4a\x34\x44\x4e\x6a\x6d\x47\x37\ -\x30\x32\x6d\x35\x74\x34\x47\x38\x67\x31\x48\x66\x43\x65\x4b\x73\ -\x33\x31\x50\x30\x7a\x58\x61\x42\x7a\x72\x35\x52\x30\x74\x42\x45\ -\x72\x6e\x32\x78\x79\x43\x66\x4b\x6e\x6d\x53\x38\x49\x69\x61\x56\ -\x53\x63\x6c\x20\x45\x6f\x6b\x4e\x34\x33\x72\x51\x4e\x78\x43\x7a\ -\x30\x6d\x41\x56\x74\x4d\x74\x35\x47\x4e\x69\x4b\x36\x45\x38\x64\ -\x71\x66\x7a\x5a\x56\x46\x61\x75\x61\x57\x70\x71\x71\x73\x70\x76\ -\x33\x58\x53\x6a\x51\x69\x6e\x4e\x62\x42\x66\x6b\x77\x6e\x69\x6d\ -\x73\x31\x51\x35\x38\x35\x31\x34\x71\x39\x38\x2f\x66\x2f\x4d\x63\ -\x20\x33\x37\x64\x45\x35\x52\x79\x67\x45\x36\x67\x43\x7a\x54\x74\ -\x47\x78\x65\x36\x78\x57\x4f\x7a\x56\x78\x6d\x44\x77\x52\x45\x53\ -\x76\x6f\x31\x44\x4e\x65\x4c\x76\x41\x41\x33\x6e\x44\x64\x34\x61\ -\x70\x2b\x54\x74\x52\x33\x61\x63\x31\x6b\x52\x35\x50\x65\x61\x72\ -\x78\x59\x67\x54\x39\x2f\x6a\x33\x45\x34\x43\x41\x52\x20\x39\x6c\ -\x4e\x6c\x54\x78\x48\x65\x44\x45\x4e\x6c\x59\x6d\x61\x41\x47\x50\ -\x41\x38\x79\x6a\x4d\x59\x38\x72\x68\x5a\x74\x58\x33\x31\x5a\x45\ -\x64\x2b\x52\x79\x4b\x52\x4f\x74\x50\x4e\x2f\x51\x51\x34\x43\x51\ -\x71\x52\x2f\x79\x70\x63\x32\x52\x5a\x50\x66\x33\x72\x67\x65\x59\ -\x30\x68\x2b\x33\x37\x67\x61\x46\x58\x35\x20\x56\x46\x73\x79\x2b\ -\x66\x4f\x2b\x34\x36\x46\x51\x61\x45\x6b\x46\x7a\x6c\x71\x51\x2b\ -\x61\x70\x36\x59\x56\x73\x79\x2f\x62\x2b\x4d\x77\x79\x6b\x66\x74\ -\x76\x77\x66\x42\x61\x37\x45\x77\x77\x45\x50\x68\x61\x70\x49\x35\ -\x4e\x79\x6a\x5a\x70\x4d\x36\x36\x6b\x77\x77\x36\x77\x78\x57\x79\ -\x4f\x2b\x50\x69\x73\x6e\x6a\x20\x73\x4a\x4e\x79\x35\x53\x61\x51\ -\x71\x78\x30\x6a\x39\x36\x4e\x55\x36\x75\x58\x30\x5a\x50\x5a\x6e\ -\x32\x2f\x5a\x53\x77\x2b\x32\x39\x55\x35\x42\x44\x53\x35\x79\x79\ -\x44\x64\x58\x54\x34\x78\x31\x64\x64\x77\x35\x75\x61\x47\x70\x71\ -\x71\x69\x47\x66\x62\x32\x36\x4a\x78\x56\x62\x31\x48\x59\x75\x47\ -\x72\x43\x50\x41\x20\x75\x46\x6f\x67\x41\x6e\x4b\x56\x34\x44\x37\ -\x73\x49\x6f\x30\x43\x6c\x36\x6c\x6f\x2f\x78\x64\x68\x42\x66\x67\ -\x79\x6f\x56\x44\x49\x79\x65\x64\x7a\x72\x5a\x6c\x4d\x73\x71\x47\ -\x68\x50\x6d\x77\x34\x35\x6e\x4d\x67\x64\x37\x51\x6d\x6b\x69\x73\ -\x6e\x38\x78\x6b\x48\x59\x51\x54\x72\x36\x70\x59\x62\x6f\x6b\x63\ -\x69\x20\x48\x41\x51\x63\x78\x4a\x42\x30\x6c\x31\x6d\x4c\x69\x2f\ -\x41\x76\x56\x42\x34\x44\x58\x5a\x30\x58\x33\x35\x2f\x53\x6b\x78\ -\x51\x7a\x74\x70\x74\x6c\x56\x62\x73\x2b\x44\x6e\x52\x64\x49\x31\ -\x59\x4d\x6b\x75\x32\x6e\x2b\x41\x4e\x7a\x70\x38\x49\x7a\x62\x59\ -\x6e\x55\x76\x67\x7a\x51\x33\x49\x6f\x47\x37\x57\x74\x45\x20\x39\ -\x43\x7a\x67\x5a\x57\x42\x58\x52\x52\x2f\x46\x4e\x63\x35\x75\x53\ -\x36\x56\x65\x47\x75\x73\x59\x69\x6a\x2f\x55\x64\x31\x47\x36\x6e\ -\x6d\x4b\x4c\x75\x48\x4a\x6b\x72\x4c\x4d\x7a\x4e\x74\x5a\x37\x76\ -\x31\x47\x59\x56\x51\x59\x72\x47\x6c\x32\x79\x79\x4f\x32\x70\x66\ -\x45\x78\x68\x7a\x78\x4b\x6e\x39\x41\x49\x33\x20\x4f\x6f\x62\x37\ -\x33\x56\x53\x71\x65\x38\x77\x66\x69\x4d\x47\x45\x77\x39\x58\x31\ -\x35\x4d\x77\x48\x67\x4f\x59\x53\x70\x33\x51\x5a\x68\x68\x78\x66\ -\x71\x6c\x78\x35\x59\x37\x6a\x68\x4d\x55\x52\x66\x61\x34\x33\x46\ -\x6a\x67\x4f\x49\x68\x75\x77\x4c\x42\x43\x34\x44\x58\x61\x65\x59\ -\x48\x78\x66\x63\x39\x77\x4c\x6e\x20\x4b\x58\x79\x72\x47\x47\x74\ -\x7a\x71\x4b\x6f\x63\x32\x4a\x5a\x4d\x50\x67\x58\x51\x47\x41\x70\ -\x38\x41\x6f\x78\x69\x77\x4b\x67\x65\x41\x43\x41\x71\x6e\x38\x46\ -\x30\x75\x31\x70\x69\x36\x63\x63\x6e\x2b\x6e\x78\x39\x32\x4c\x61\ -\x39\x31\x4f\x66\x6d\x6a\x6c\x53\x52\x34\x31\x42\x39\x4e\x77\x79\ -\x56\x4d\x58\x36\x64\x20\x34\x67\x42\x50\x49\x76\x70\x48\x31\x7a\ -\x48\x75\x54\x33\x5a\x32\x50\x73\x30\x6b\x68\x68\x78\x41\x59\x66\ -\x61\x74\x76\x54\x33\x2f\x41\x68\x70\x63\x6c\x63\x50\x61\x6b\x38\ -\x6e\x2b\x49\x4e\x58\x47\x63\x4f\x42\x77\x6c\x41\x63\x46\x58\x70\ -\x69\x33\x50\x62\x2f\x76\x6c\x71\x71\x4b\x73\x30\x41\x76\x42\x71\ -\x6f\x51\x20\x2f\x55\x5a\x72\x50\x50\x4e\x44\x78\x69\x67\x4e\x30\ -\x31\x42\x66\x48\x33\x62\x46\x76\x5a\x65\x53\x6e\x30\x6c\x4e\x6f\ -\x65\x5a\x52\x55\x31\x33\x68\x78\x37\x62\x74\x70\x54\x37\x74\x66\ -\x58\x39\x65\x4b\x6e\x38\x7a\x30\x33\x55\x35\x42\x7a\x4a\x72\x64\ -\x67\x6d\x58\x4c\x36\x66\x43\x36\x61\x6d\x38\x59\x78\x68\x6a\x20\ -\x42\x56\x41\x4a\x6e\x47\x32\x36\x78\x72\x71\x49\x35\x66\x39\x4e\ -\x32\x4c\x4c\x47\x6e\x55\x59\x52\x74\x61\x77\x51\x4f\x64\x38\x71\ -\x53\x68\x75\x72\x64\x65\x70\x77\x59\x43\x6c\x6a\x42\x57\x41\x36\ -\x75\x51\x2b\x30\x78\x6d\x4c\x48\x4e\x7a\x55\x31\x37\x64\x49\x59\ -\x73\x6d\x38\x55\x75\x42\x79\x34\x5a\x73\x37\x43\x20\x78\x58\x73\ -\x6a\x7a\x69\x49\x4b\x34\x51\x73\x76\x43\x65\x79\x71\x68\x56\x39\ -\x67\x55\x30\x53\x76\x57\x74\x47\x76\x4b\x79\x58\x2f\x44\x2f\x51\ -\x30\x63\x4e\x39\x4f\x59\x65\x6d\x34\x57\x45\x58\x76\x64\x70\x55\ -\x78\x70\x65\x78\x34\x50\x6c\x39\x30\x79\x61\x4b\x49\x56\x66\x65\ -\x52\x69\x4f\x58\x2f\x73\x2b\x6e\x6d\x20\x75\x68\x52\x75\x52\x66\ -\x56\x4d\x70\x74\x35\x59\x62\x61\x65\x51\x36\x4c\x79\x42\x53\x54\ -\x59\x65\x48\x70\x6a\x41\x67\x61\x68\x38\x79\x7a\x44\x30\x79\x62\ -\x44\x6c\x54\x34\x62\x72\x36\x33\x34\x51\x72\x4b\x74\x37\x2b\x32\ -\x52\x31\x6f\x4c\x30\x39\x48\x77\x65\x69\x6f\x74\x77\x79\x30\x46\ -\x6a\x5a\x74\x6a\x30\x58\x20\x35\x57\x6f\x4b\x75\x34\x71\x62\x4e\ -\x2f\x74\x38\x67\x64\x5a\x45\x36\x71\x64\x35\x38\x65\x30\x42\x33\ -\x49\x4d\x72\x42\x7a\x49\x4f\x48\x61\x76\x32\x6a\x6f\x36\x34\x4f\ -\x61\x66\x33\x59\x49\x45\x48\x76\x4d\x38\x51\x47\x33\x45\x66\x44\ -\x64\x58\x58\x4c\x78\x2f\x66\x45\x77\x32\x4c\x47\x62\x62\x72\x6a\ -\x6f\x31\x59\x20\x2f\x74\x74\x4d\x4e\x35\x64\x52\x6c\x53\x74\x4e\ -\x37\x66\x30\x56\x73\x32\x68\x69\x4d\x32\x73\x47\x45\x67\x6e\x34\ -\x66\x36\x7a\x4b\x35\x38\x64\x36\x6e\x63\x4b\x66\x44\x55\x4d\x75\ -\x69\x36\x55\x36\x56\x34\x33\x32\x6d\x72\x44\x66\x33\x34\x44\x4a\ -\x77\x78\x53\x63\x79\x46\x37\x38\x7a\x54\x45\x71\x6a\x68\x2f\x4e\ -\x20\x4c\x30\x73\x30\x47\x48\x79\x37\x69\x4e\x34\x4d\x4e\x49\x46\ -\x63\x31\x5a\x70\x49\x2f\x6a\x2b\x41\x78\x70\x42\x39\x50\x76\x41\ -\x64\x52\x47\x39\x46\x35\x54\x58\x51\x53\x70\x41\x50\x41\x5a\x57\ -\x49\x66\x4b\x6b\x31\x6e\x76\x78\x2b\x55\x31\x4e\x54\x56\x53\x36\ -\x58\x57\x39\x71\x58\x49\x67\x4d\x46\x6e\x38\x6a\x43\x20\x62\x64\ -\x74\x79\x78\x5a\x32\x74\x4d\x64\x48\x63\x33\x46\x79\x35\x2b\x5a\ -\x58\x75\x34\x7a\x47\x4d\x44\x36\x46\x36\x4c\x49\x50\x79\x49\x4d\ -\x64\x4a\x54\x69\x43\x6d\x38\x4b\x4a\x41\x71\x79\x70\x5a\x4d\x53\ -\x53\x6a\x51\x70\x63\x36\x6b\x73\x56\x31\x4e\x32\x69\x6c\x30\x79\ -\x4d\x79\x62\x31\x73\x69\x6b\x58\x67\x56\x20\x62\x79\x4e\x6c\x68\ -\x45\x4b\x68\x52\x52\x58\x62\x74\x31\x66\x6b\x52\x47\x72\x45\x70\ -\x42\x62\x56\x65\x6c\x56\x71\x78\x4b\x41\x57\x43\x41\x6b\x73\x55\ -\x32\x55\x33\x76\x44\x53\x68\x78\x6f\x48\x41\x53\x79\x43\x33\x35\ -\x41\x33\x6e\x56\x78\x4f\x5a\x6a\x55\x63\x69\x6b\x63\x57\x6d\x6d\ 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-\x61\x57\x7a\x73\x37\x75\x38\x54\x33\x71\x6f\x47\x65\x71\x20\x72\ -\x77\x2b\x37\x68\x76\x74\x78\x43\x68\x72\x6f\x2f\x67\x6e\x63\x4b\ -\x67\x30\x38\x49\x38\x67\x61\x56\x66\x63\x5a\x78\x39\x54\x6e\x55\ -\x71\x6e\x75\x47\x49\x58\x6e\x6d\x78\x62\x43\x34\x65\x70\x36\x38\ -\x75\x61\x62\x42\x64\x30\x4e\x5a\x42\x39\x56\x39\x71\x63\x67\x4c\ -\x6a\x6a\x65\x6e\x44\x34\x56\x65\x46\x42\x56\x20\x2f\x37\x66\x61\ -\x36\x76\x72\x44\x6d\x6a\x57\x4d\x6d\x45\x30\x77\x45\x6f\x32\x68\ -\x2b\x75\x56\x67\x50\x41\x46\x30\x35\x54\x43\x62\x4b\x31\x78\x33\ -\x56\x30\x52\x2f\x67\x62\x42\x43\x34\x4a\x36\x57\x52\x50\x72\x34\ -\x69\x66\x5a\x52\x52\x4d\x4a\x57\x33\x66\x63\x6f\x52\x4e\x31\x37\ -\x73\x52\x48\x4d\x77\x2b\x4f\x5a\x20\x7a\x44\x2f\x47\x65\x75\x4f\ -\x61\x6d\x70\x6f\x46\x38\x79\x71\x4d\x39\x31\x4e\x51\x6a\x44\x31\ -\x77\x68\x4e\x4d\x64\x52\x59\x39\x4a\x5a\x4c\x70\x4b\x7a\x50\x71\ -\x6d\x6a\x78\x6b\x33\x57\x4a\x46\x41\x7a\x64\x36\x71\x78\x6c\x38\ 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-\x45\x75\x55\x4f\x78\x36\x77\x34\x76\x5a\x69\x51\x4c\x59\x30\x68\ -\x2b\x32\x78\x52\x53\x62\x51\x6b\x6b\x35\x4f\x61\x20\x56\x68\x4d\ -\x4f\x2b\x4c\x2b\x4b\x38\x75\x30\x53\x7a\x64\x33\x71\x79\x6f\x70\ -\x45\x5a\x2b\x65\x2f\x52\x6e\x4f\x76\x68\x76\x72\x36\x51\x78\x31\ -\x78\x50\x69\x4c\x49\x71\x59\x7a\x74\x50\x65\x78\x32\x54\x57\x66\ -\x76\x5a\x48\x4a\x39\x5a\x67\x7a\x58\x54\x44\x6f\x7a\x61\x72\x41\ -\x43\x67\x63\x43\x75\x50\x73\x30\x2f\x20\x42\x54\x51\x4d\x61\x52\ -\x54\x61\x38\x76\x6a\x32\x53\x36\x66\x54\x4c\x7a\x63\x33\x4e\x31\ -\x64\x75\x33\x72\x44\x2b\x44\x4a\x41\x4c\x51\x48\x63\x62\x35\x65\ -\x31\x62\x67\x63\x73\x57\x4c\x4b\x6d\x2b\x61\x65\x33\x61\x74\x62\ -\x30\x46\x66\x35\x66\x7a\x4a\x36\x44\x61\x2b\x33\x54\x39\x57\x54\ -\x7a\x54\x39\x54\x6c\x47\x20\x38\x44\x73\x55\x30\x7a\x52\x75\x6f\ -\x4a\x42\x68\x33\x7a\x56\x2f\x65\x79\x37\x36\x62\x44\x61\x37\x70\ -\x62\x67\x30\x58\x41\x32\x59\x34\x76\x4b\x75\x6c\x6c\x54\x71\x45\ -\x53\x69\x6f\x42\x4f\x79\x79\x62\x5a\x76\x35\x37\x4f\x54\x46\x6b\ -\x35\x6b\x52\x79\x33\x2b\x61\x77\x6f\x58\x41\x58\x6d\x4f\x38\x64\ -\x6a\x4d\x46\x20\x33\x38\x68\x39\x56\x44\x6a\x33\x78\x75\x50\x72\ -\x78\x36\x63\x50\x4d\x38\x4d\x30\x4e\x7a\x64\x58\x62\x6e\x70\x31\ -\x2f\x53\x48\x69\x63\x68\x79\x69\x78\x34\x49\x73\x47\x2b\x4d\x74\ -\x74\x6f\x46\x65\x4a\x36\x37\x78\x2f\x66\x48\x73\x75\x4f\x30\x65\ -\x43\x4f\x79\x61\x4e\x2f\x53\x6e\x4b\x76\x49\x68\x68\x42\x65\x42\ -\x20\x2f\x39\x63\x61\x54\x2f\x39\x6c\x68\x4d\x75\x6b\x49\x52\x42\ -\x34\x71\x2b\x46\x6a\x56\x7a\x4f\x6e\x7a\x37\x36\x59\x79\x61\x77\ -\x66\x53\x35\x2b\x52\x65\x76\x38\x35\x4b\x76\x77\x51\x7a\x2b\x2b\ -\x73\x70\x74\x53\x52\x77\x78\x4a\x2b\x4f\x41\x42\x66\x41\x41\x41\ -\x67\x41\x45\x6c\x45\x51\x56\x54\x5a\x62\x4a\x76\x58\x20\x74\x63\ -\x46\x67\x74\x53\x57\x4f\x37\x30\x78\x42\x56\x2b\x4b\x68\x75\x7a\ -\x56\x71\x6c\x46\x58\x78\x6a\x75\x77\x52\x7a\x47\x42\x6c\x6f\x70\ -\x6b\x30\x57\x42\x49\x4f\x31\x4e\x36\x4c\x69\x6c\x65\x6c\x32\x36\ -\x32\x47\x6f\x51\x65\x32\x70\x37\x71\x65\x48\x58\x54\x63\x43\x41\ -\x58\x71\x54\x68\x5a\x31\x76\x77\x77\x79\x20\x53\x6f\x65\x37\x70\ -\x67\x54\x6a\x57\x6b\x55\x2f\x54\x30\x46\x4c\x33\x4f\x75\x63\x37\ -\x38\x55\x7a\x58\x65\x65\x50\x64\x4b\x65\x6d\x51\x4d\x42\x57\x51\ -\x2f\x36\x4b\x55\x49\x33\x79\x43\x4d\x49\x78\x41\x70\x65\x72\x6b\ -\x45\x62\x35\x50\x6f\x57\x34\x6f\x53\x44\x51\x37\x52\x69\x2b\x76\ -\x57\x4f\x78\x32\x4b\x75\x6a\x20\x47\x2b\x50\x49\x46\x49\x33\x32\ -\x6d\x51\x49\x58\x4b\x4c\x78\x70\x44\x4a\x64\x75\x42\x4f\x34\x51\ -\x31\x64\x2f\x4d\x58\x31\x72\x7a\x6c\x7a\x64\x69\x78\x4c\x52\x74\ -\x31\x7a\x54\x35\x31\x44\x69\x2b\x71\x4c\x6f\x77\x46\x6d\x64\x30\ -\x48\x70\x46\x62\x63\x4f\x57\x79\x38\x65\x79\x36\x4e\x59\x57\x73\ -\x34\x78\x58\x35\x20\x47\x57\x41\x44\x4e\x31\x59\x34\x6e\x4f\x63\ -\x6c\x7a\x64\x4e\x67\x57\x63\x73\x4d\x55\x36\x36\x68\x55\x44\x6f\ -\x4e\x49\x49\x66\x71\x7a\x2b\x63\x73\x57\x76\x4b\x6c\x73\x66\x77\ -\x39\x49\x67\x48\x2f\x75\x61\x71\x55\x53\x6d\x52\x76\x79\x59\x76\ -\x76\x6e\x65\x6c\x69\x38\x4f\x72\x79\x35\x56\x53\x38\x33\x4f\x45\ -\x2f\x20\x6c\x6f\x4c\x32\x32\x58\x47\x4d\x62\x55\x6e\x64\x39\x36\ -\x4d\x39\x64\x4e\x59\x75\x66\x43\x32\x65\x7a\x6c\x34\x79\x35\x50\ -\x67\x30\x4d\x57\x4d\x47\x61\x35\x67\x33\x58\x31\x58\x6b\x41\x34\ -\x6c\x30\x35\x32\x33\x44\x58\x6c\x39\x66\x38\x32\x34\x31\x6a\x41\ -\x74\x52\x4c\x32\x6d\x4f\x30\x61\x50\x43\x5a\x59\x6c\x30\x20\x39\ -\x69\x75\x6a\x50\x46\x30\x61\x51\x2f\x5a\x50\x55\x4c\x6b\x36\x6d\ -\x45\x79\x75\x53\x34\x61\x43\x71\x30\x41\x50\x4c\x74\x79\x49\x4f\ -\x36\x52\x71\x7a\x6b\x65\x30\x74\x2b\x63\x44\x77\x46\x57\x49\x33\ -\x74\x6f\x61\x54\x33\x39\x77\x49\x6d\x4d\x72\x59\x6b\x51\x73\x2f\ -\x2f\x73\x56\x4c\x71\x58\x30\x4a\x73\x46\x67\x20\x63\x71\x6a\x65\ -\x44\x64\x78\x63\x4d\x58\x2b\x58\x2b\x77\x62\x6d\x7a\x37\x33\x52\ -\x43\x64\x66\x58\x76\x31\x6e\x46\x2f\x62\x44\x41\x68\x34\x44\x51\ -\x4b\x43\x39\x7a\x67\x52\x74\x4d\x7a\x47\x2f\x32\x46\x65\x73\x59\ -\x4c\x59\x55\x45\x36\x73\x70\x76\x41\x78\x39\x31\x44\x4f\x65\x74\ -\x73\x64\x6a\x4f\x4d\x37\x61\x6d\x20\x59\x4c\x42\x52\x63\x56\x61\ -\x44\x31\x4b\x45\x38\x4c\x4d\x4a\x44\x78\x5a\x71\x50\x78\x34\x6a\ -\x6f\x72\x31\x73\x53\x6d\x54\x48\x4a\x5a\x49\x65\x74\x32\x69\x2b\ -\x43\x65\x41\x63\x77\x43\x38\x2b\x44\x66\x4b\x36\x67\x44\x36\x39\ -\x6e\x55\x6a\x6f\x58\x74\x68\x53\x74\x69\x4e\x35\x67\x71\x75\x38\ -\x47\x52\x35\x30\x7a\x20\x45\x4c\x77\x4d\x6b\x36\x4f\x34\x4b\x79\ -\x62\x44\x32\x54\x38\x65\x5a\x73\x52\x67\x68\x61\x32\x61\x66\x63\ -\x42\x34\x6e\x45\x4b\x59\x77\x6b\x34\x6f\x58\x4a\x37\x49\x5a\x4c\ -\x38\x38\x36\x6e\x73\x46\x61\x67\x38\x55\x6c\x53\x38\x72\x76\x49\ -\x63\x78\x50\x6f\x2b\x69\x46\x79\x55\x79\x58\x64\x38\x61\x79\x7a\ -\x56\x39\x20\x37\x42\x34\x49\x37\x4e\x70\x72\x79\x6f\x4d\x43\x65\ -\x77\x4d\x39\x6f\x76\x4b\x57\x6c\x6d\x53\x79\x46\x61\x41\x76\x39\ -\x55\x5a\x56\x39\x75\x75\x4c\x75\x52\x6f\x50\x6f\x59\x44\x2f\x58\ -\x51\x56\x42\x50\x68\x31\x53\x44\x62\x67\x45\x72\x51\x4c\x58\x53\ -\x46\x35\x2f\x32\x64\x37\x56\x6c\x52\x31\x76\x76\x32\x38\x51\x20\ -\x6a\x49\x68\x64\x64\x79\x69\x75\x66\x6c\x4c\x68\x5a\x45\x61\x58\ -\x4e\x37\x73\x4e\x35\x45\x72\x48\x38\x46\x30\x36\x31\x74\x69\x6a\ -\x33\x51\x4f\x42\x58\x62\x31\x6d\x56\x34\x32\x68\x77\x4d\x4d\x6f\ -\x37\x78\x53\x52\x69\x31\x73\x53\x71\x57\x2f\x32\x48\x77\x38\x47\ -\x62\x67\x41\x2b\x4c\x43\x34\x48\x74\x71\x54\x48\x20\x46\x6e\x4d\ -\x33\x67\x6b\x39\x72\x72\x47\x78\x57\x39\x48\x65\x6d\x6d\x72\x39\ -\x73\x37\x2b\x68\x34\x6a\x42\x32\x37\x76\x45\x62\x49\x38\x76\x39\ -\x52\x50\x45\x71\x50\x41\x51\x6c\x7a\x54\x75\x39\x62\x5a\x30\x4a\ -\x76\x66\x6a\x72\x55\x46\x48\x66\x43\x37\x2f\x66\x50\x39\x78\x6e\ -\x79\x4a\x37\x78\x32\x73\x34\x52\x48\x20\x45\x70\x6e\x73\x53\x73\ -\x59\x51\x76\x37\x4e\x78\x30\x35\x62\x55\x71\x35\x75\x32\x33\x4c\ -\x4c\x4c\x76\x41\x57\x33\x69\x38\x45\x69\x59\x41\x39\x47\x34\x59\ -\x41\x57\x35\x53\x76\x78\x6a\x71\x35\x78\x54\x32\x33\x6e\x4c\x46\ -\x6f\x30\x31\x79\x63\x30\x4b\x46\x51\x4a\x31\x49\x6c\x51\x38\x38\ -\x72\x47\x31\x2b\x34\x41\x20\x57\x4c\x72\x4c\x6f\x68\x7a\x43\x42\ -\x30\x52\x34\x2f\x39\x4a\x46\x75\x37\x78\x6a\x79\x61\x37\x56\x39\ -\x32\x37\x59\x73\x47\x48\x55\x73\x35\x77\x47\x79\x31\x71\x32\x61\ -\x4f\x48\x38\x58\x77\x6c\x38\x43\x36\x67\x66\x78\x53\x55\x50\x69\ -\x62\x71\x66\x6a\x6e\x64\x30\x6e\x66\x50\x71\x70\x69\x32\x50\x76\ -\x62\x70\x6c\x20\x79\x33\x54\x6c\x58\x38\x35\x6d\x39\x4e\x58\x58\ -\x4e\x73\x64\x65\x33\x62\x54\x6c\x64\x37\x73\x75\x58\x48\x53\x44\ -\x34\x75\x5a\x42\x6d\x68\x6b\x2b\x31\x4b\x4d\x43\x4f\x4d\x68\x51\ -\x39\x78\x4f\x4c\x46\x69\x37\x59\x75\x6e\x48\x54\x6c\x6e\x38\x77\ -\x79\x6c\x69\x71\x39\x5a\x73\x32\x44\x61\x6d\x79\x31\x42\x67\x49\ 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-\x75\x58\x74\x68\x54\x61\x66\x79\x72\x52\x44\x7a\x56\x4c\x2b\x4b\ -\x5a\x37\x4d\x65\x6e\x20\x6f\x74\x39\x6f\x64\x4d\x6b\x69\x64\x31\ -\x76\x6c\x70\x31\x51\x34\x42\x2b\x58\x71\x65\x45\x66\x32\x36\x79\ -\x4e\x64\x55\x77\x77\x49\x76\x51\x62\x59\x34\x42\x69\x2b\x4e\x34\ -\x31\x6e\x74\x36\x38\x78\x62\x42\x30\x45\x78\x6c\x32\x6f\x75\x6f\ -\x36\x68\x4b\x34\x70\x6c\x75\x59\x59\x51\x43\x6f\x57\x57\x69\x4c\ -\x50\x39\x20\x70\x79\x67\x6a\x4f\x56\x38\x56\x75\x4e\x74\x31\x2b\ -\x48\x6f\x79\x6d\x33\x31\x2b\x68\x48\x50\x4c\x6a\x49\x4c\x43\x7a\ -\x75\x76\x4c\x5a\x34\x4e\x2b\x42\x51\x69\x4d\x63\x48\x6f\x48\x49\ -\x68\x2b\x4c\x70\x7a\x74\x48\x72\x62\x55\x65\x69\x55\x54\x6d\x6d\ -\x50\x6e\x63\x4f\x6f\x52\x35\x34\x6e\x4a\x43\x53\x7a\x72\x39\x20\ -\x39\x38\x61\x77\x64\x52\x43\x75\x58\x41\x2b\x38\x43\x5a\x48\x76\ -\x74\x69\x5a\x53\x46\x7a\x51\x30\x31\x50\x6f\x4e\x70\x32\x49\x31\ -\x30\x41\x54\x38\x32\x36\x66\x47\x45\x53\x38\x6b\x6b\x36\x4f\x4b\ -\x64\x79\x71\x56\x66\x79\x76\x77\x48\x4d\x49\x76\x7a\x54\x79\x2f\ -\x6e\x6b\x6a\x4d\x47\x66\x53\x72\x6d\x54\x78\x56\x20\x49\x6d\x33\ -\x75\x35\x6e\x67\x6d\x65\x2f\x70\x45\x37\x6a\x38\x57\x70\x73\x31\ -\x67\x68\x61\x32\x36\x4b\x30\x45\x2f\x36\x64\x47\x30\x4c\x6f\x65\ -\x35\x66\x4b\x78\x79\x77\x32\x4f\x6c\x71\x61\x6d\x70\x61\x6a\x53\ -\x37\x5a\x55\x33\x42\x34\x41\x6b\x71\x65\x69\x65\x46\x6e\x4c\x67\ -\x35\x49\x76\x72\x7a\x6c\x6f\x4c\x43\x20\x77\x72\x42\x2b\x4e\x64\ -\x75\x32\x6c\x31\x59\x5a\x66\x41\x66\x45\x51\x54\x53\x4d\x63\x6a\ -\x54\x77\x6a\x43\x48\x6d\x36\x53\x2f\x46\x34\x35\x35\x62\x35\x70\ -\x48\x36\x6d\x6e\x65\x72\x47\x4e\x63\x77\x38\x70\x66\x6c\x63\x63\ -\x4f\x51\x7a\x77\x2b\x58\x31\x7a\x6a\x62\x6d\x47\x68\x71\x79\x6e\ -\x52\x69\x32\x2f\x5a\x63\x20\x77\x2b\x33\x39\x6b\x69\x41\x58\x4d\ -\x6b\x7a\x6c\x36\x69\x4c\x58\x56\x76\x54\x6b\x76\x6a\x42\x61\x72\ -\x61\x35\x6f\x4d\x4c\x69\x76\x34\x50\x36\x52\x51\x66\x46\x2f\x4b\ -\x76\x79\x71\x4c\x5a\x46\x65\x75\x5a\x74\x6c\x4c\x58\x46\x38\x38\ -\x6a\x43\x77\x4a\x38\x68\x6a\x6f\x50\x73\x70\x6b\x71\x6d\x51\x33\ -\x4c\x74\x65\x20\x4b\x46\x54\x75\x48\x70\x46\x41\x49\x47\x44\x37\ -\x4e\x50\x64\x33\x6b\x49\x55\x69\x2f\x4d\x5a\x78\x35\x4a\x70\x6b\ -\x5a\x2b\x65\x34\x4e\x33\x75\x38\x61\x4c\x42\x72\x33\x2b\x71\x36\ -\x38\x68\x54\x65\x47\x32\x58\x76\x54\x52\x51\x79\x54\x4b\x61\x63\ -\x61\x54\x46\x59\x77\x66\x72\x36\x51\x77\x78\x78\x48\x2f\x48\x6f\ -\x20\x7a\x33\x48\x56\x4f\x43\x44\x5a\x30\x66\x48\x30\x64\x49\x78\ -\x6a\x4a\x4e\x34\x55\x44\x72\x39\x5a\x31\x56\x6d\x74\x79\x6d\x61\ -\x66\x59\x61\x37\x49\x75\x38\x37\x33\x45\x55\x35\x47\x39\x51\x65\ -\x74\x79\x66\x51\x58\x68\x37\x76\x57\x73\x71\x78\x35\x63\x33\x31\ -\x47\x4f\x37\x41\x42\x35\x48\x45\x56\x2f\x55\x4e\x62\x20\x50\x48\ -\x55\x6e\x48\x6b\x37\x62\x53\x43\x51\x79\x78\x39\x33\x65\x38\x79\ -\x4d\x52\x2f\x51\x54\x44\x2f\x77\x30\x36\x52\x4f\x51\x72\x73\x58\ 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-\x50\x41\x79\x68\x38\x73\x79\x32\x52\x75\x6e\x69\x69\x2f\x55\x51\ -\x73\x61\x33\x66\x46\x75\x59\x56\x43\x4f\x45\x51\x70\x38\x69\x68\ -\x58\x6d\x48\x4e\x37\x4c\x33\x34\x64\x6c\x69\x71\x58\x42\x74\x76\ -\x36\x20\x51\x37\x48\x30\x65\x72\x65\x70\x78\x74\x76\x47\x6f\x38\ -\x51\x35\x6b\x78\x51\x64\x7a\x54\x39\x6e\x2b\x4b\x68\x77\x52\x35\ -\x53\x76\x78\x7a\x71\x79\x6c\x7a\x4f\x4f\x48\x35\x50\x69\x44\x39\ -\x7a\x39\x6f\x48\x32\x31\x46\x54\x4f\x4f\x6f\x65\x2b\x4b\x78\x54\ -\x4c\x72\x33\x6d\x54\x62\x2b\x37\x75\x47\x33\x67\x50\x63\x20\x32\ -\x35\x70\x49\x72\x78\x7a\x37\x45\x30\x77\x5a\x76\x72\x42\x56\x2b\ -\x34\x52\x6e\x30\x4c\x62\x4b\x44\x2b\x4d\x64\x6e\x61\x56\x79\x48\ -\x69\x65\x4e\x4b\x58\x65\x36\x61\x32\x37\x72\x6c\x30\x70\x45\x5a\ -\x72\x66\x6d\x4d\x4b\x61\x30\x35\x74\x74\x6f\x61\x51\x6f\x45\x62\ -\x42\x58\x39\x4d\x30\x4b\x56\x49\x65\x61\x52\x20\x72\x61\x6c\x55\ -\x61\x31\x50\x51\x76\x72\x6f\x59\x66\x50\x63\x35\x67\x53\x63\x46\ 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-\x48\x75\x71\x34\x77\x42\x47\x20\x69\x42\x78\x76\x43\x74\x55\x31\ -\x35\x31\x31\x4f\x41\x54\x6c\x61\x43\x6a\x36\x6b\x67\x58\x45\x2b\ -\x72\x79\x6c\x36\x77\x6c\x6a\x45\x47\x69\x65\x54\x34\x71\x37\x75\ -\x6a\x5a\x52\x57\x62\x56\x56\x45\x4c\x34\x71\x6e\x75\x37\x37\x4e\ -\x4a\x47\x36\x53\x52\x49\x50\x42\x54\x34\x72\x6f\x6c\x63\x42\x50\ -\x57\x68\x4f\x70\x20\x63\x79\x62\x72\x76\x68\x4f\x68\x2b\x46\x37\ -\x38\x30\x61\x4f\x70\x57\x79\x71\x33\x37\x78\x61\x4c\x76\x54\x70\ -\x70\x69\x66\x38\x44\x6d\x53\x71\x44\x5a\x59\x51\x74\x2f\x78\x50\ -\x41\x76\x68\x35\x64\x66\x69\x61\x65\x36\x66\x7a\x5a\x46\x50\x55\ -\x37\x61\x71\x4a\x68\x2b\x33\x52\x52\x62\x67\x4b\x32\x41\x66\x4d\ -\x45\x20\x64\x73\x72\x31\x6d\x69\x69\x68\x2b\x76\x72\x6c\x49\x75\ -\x37\x76\x38\x61\x34\x35\x42\x37\x42\x56\x6c\x58\x4d\x54\x48\x64\ -\x6c\x70\x72\x53\x6c\x59\x69\x67\x61\x37\x66\x6b\x63\x47\x67\x68\ -\x4a\x44\x38\x46\x46\x51\x49\x52\x69\x41\x35\x41\x53\x2b\x30\x5a\ -\x62\x4b\x66\x4a\x63\x42\x68\x71\x63\x70\x45\x4c\x41\x64\x20\x63\ -\x66\x39\x4e\x55\x56\x39\x4a\x30\x4f\x2b\x30\x70\x54\x6f\x76\x6a\ -\x4e\x6a\x2b\x2f\x51\x58\x6a\x59\x66\x70\x6e\x32\x66\x4b\x78\x39\ -\x6c\x54\x47\x63\x7a\x6b\x64\x44\x64\x62\x76\x36\x79\x6f\x58\x53\ -\x2b\x6e\x43\x6f\x67\x42\x62\x63\x35\x6a\x56\x55\x37\x6b\x54\x4e\ -\x68\x4c\x46\x48\x36\x47\x62\x67\x48\x65\x57\x20\x50\x45\x6e\x34\ -\x56\x63\x58\x63\x68\x57\x64\x50\x35\x6d\x79\x35\x4d\x57\x52\x66\ -\x44\x58\x78\x73\x63\x4e\x57\x65\x6d\x53\x52\x73\x2b\x65\x38\x45\ -\x54\x68\x78\x38\x58\x49\x53\x66\x78\x4e\x4c\x5a\x4b\x54\x47\x73\ -\x55\x37\x49\x6b\x6a\x46\x6a\x2b\x39\x2b\x46\x70\x72\x50\x68\x33\ -\x50\x4e\x4e\x35\x31\x56\x54\x30\x20\x4f\x52\x61\x61\x77\x74\x62\ -\x62\x52\x4c\x6b\x47\x2b\x4c\x74\x72\x56\x6b\x52\x42\x56\x79\x74\ -\x63\x31\x42\x69\x79\x72\x32\x49\x53\x70\x74\x33\x68\x2b\x74\x71\ -\x54\x70\x52\x44\x47\x55\x63\x70\x59\x74\x52\x75\x47\x48\x6a\x68\ -\x62\x6a\x42\x55\x41\x4b\x72\x30\x37\x2f\x73\x75\x74\x37\x61\x6d\ -\x4f\x6f\x4b\x49\x72\x20\x55\x41\x5a\x6b\x35\x57\x75\x46\x6f\x70\ -\x63\x31\x42\x4f\x72\x75\x62\x47\x35\x75\x37\x6f\x2f\x48\x63\x51\ -\x7a\x39\x41\x55\x56\x6a\x70\x63\x6a\x44\x62\x61\x6e\x4f\x4c\x77\ -\x50\x45\x55\x74\x6b\x6e\x51\x41\x61\x6b\x4a\x4f\x6d\x6c\x6b\x55\ -\x68\x6b\x4a\x34\x6d\x66\x70\x71\x61\x6d\x71\x71\x68\x64\x64\x37\ -\x6b\x71\x20\x6a\x34\x39\x67\x72\x41\x41\x65\x6d\x45\x6c\x6a\x42\ -\x5a\x42\x4b\x76\x5a\x79\x4f\x5a\x37\x4a\x48\x46\x70\x65\x49\x33\ -\x69\x68\x6e\x35\x4c\x5a\x75\x75\x71\x39\x6d\x6b\x70\x61\x78\x30\ -\x56\x44\x6f\x48\x52\x54\x4b\x6b\x43\x47\x69\x56\x7a\x53\x45\x51\ -\x6b\x64\x4f\x78\x6e\x30\x6e\x69\x6f\x6e\x35\x65\x57\x42\x49\x20\ -\x2f\x4b\x51\x71\x6e\x79\x72\x49\x4c\x6b\x38\x2b\x55\x32\x47\x77\ -\x54\x49\x56\x76\x65\x4c\x61\x34\x63\x68\x37\x54\x4b\x4c\x66\x72\ -\x78\x65\x36\x42\x77\x4b\x36\x71\x63\x6a\x76\x6f\x78\x72\x79\x59\ 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-\x78\x6d\x34\x76\x34\x33\x61\x39\x72\x68\x38\x67\x70\x4e\x4a\x57\ -\x79\x61\x54\x51\x44\x7a\x6a\x73\x69\x70\x63\x33\x42\x39\x50\x52\ -\x5a\x2b\x54\x20\x62\x72\x42\x43\x39\x62\x55\x66\x70\x43\x6a\x4b\ -\x50\x78\x43\x42\x42\x2b\x4b\x64\x6e\x56\x35\x72\x33\x75\x6e\x45\ -\x7a\x50\x6e\x6b\x56\x79\x41\x52\x6b\x47\x71\x66\x46\x6e\x62\x47\ -\x59\x72\x46\x59\x54\x32\x73\x79\x39\x54\x36\x55\x2f\x30\x45\x35\ -\x73\x63\x72\x51\x50\x34\x64\x43\x6f\x54\x48\x58\x36\x67\x74\x5a\ -\x20\x2f\x73\x2b\x71\x36\x6e\x57\x55\x6d\x4b\x57\x4a\x63\x48\x56\ -\x4e\x66\x64\x63\x52\x6d\x54\x47\x71\x54\x55\x34\x48\x4b\x68\x4c\ -\x73\x2f\x7a\x38\x36\x55\x43\x5a\x46\x32\x31\x4f\x5a\x4b\x77\x78\ -\x31\x6a\x36\x57\x67\x57\x4e\x72\x48\x43\x52\x47\x37\x37\x6d\x76\ -\x71\x63\x69\x6c\x39\x72\x67\x58\x68\x75\x31\x37\x35\x20\x6f\x4f\ -\x4c\x4b\x46\x2f\x71\x76\x56\x54\x36\x37\x6d\x32\x56\x56\x4e\x31\ -\x70\x57\x30\x4f\x66\x6d\x56\x69\x50\x39\x6f\x6e\x59\x41\x62\x53\ -\x36\x63\x33\x4a\x37\x71\x57\x4e\x47\x65\x37\x76\x78\x64\x46\x64\ -\x76\x6e\x49\x6a\x74\x55\x50\x51\x52\x6e\x31\x53\x51\x38\x36\x71\ -\x53\x52\x36\x4f\x69\x36\x53\x59\x52\x33\x20\x55\x71\x68\x65\x37\ -\x63\x58\x2b\x50\x6a\x65\x33\x4b\x6c\x4a\x54\x4d\x35\x37\x43\x75\ -\x4e\x49\x55\x73\x72\x2b\x70\x63\x43\x4d\x41\x4b\x68\x39\x70\x54\ -\x61\x54\x4f\x46\x30\x65\x50\x42\x54\x61\x4a\x79\x42\x37\x6a\x48\ -\x50\x61\x6b\x49\x68\x56\x7a\x76\x77\x38\x4d\x69\x63\x67\x58\x39\ -\x4f\x69\x51\x56\x54\x76\x70\x20\x4d\x38\x48\x4a\x39\x6d\x48\x35\ -\x49\x70\x62\x2f\x58\x78\x35\x78\x56\x36\x37\x72\x73\x4e\x64\x4d\ -\x35\x38\x41\x31\x68\x75\x79\x50\x41\x56\x63\x44\x56\x79\x67\x63\ -\x49\x72\x43\x33\x4b\x44\x66\x33\x4b\x47\x66\x33\x4c\x54\x57\x61\ -\x51\x6f\x45\x76\x4b\x33\x49\x4a\x63\x45\x31\x72\x49\x6a\x58\x71\ -\x2f\x4d\x61\x51\x20\x56\x62\x65\x7a\x30\x33\x6c\x6e\x56\x49\x54\ -\x7a\x59\x75\x6e\x73\x6a\x79\x62\x2b\x46\x4d\x50\x54\x30\x46\x44\ -\x72\x6c\x2b\x32\x2b\x50\x56\x58\x63\x4a\x61\x35\x49\x33\x6a\x53\ -\x6b\x4f\x34\x2b\x54\x53\x53\x53\x38\x35\x58\x50\x37\x72\x37\x50\ -\x72\x45\x78\x54\x55\x55\x68\x45\x31\x6a\x6d\x68\x4c\x44\x39\x57\ -\x63\x20\x62\x77\x7a\x34\x44\x33\x63\x4c\x6a\x74\x61\x2b\x35\x61\ -\x42\x4c\x33\x34\x2b\x65\x6b\x74\x32\x61\x64\x78\x75\x7a\x4a\x61\ -\x53\x67\x49\x33\x62\x39\x5a\x56\x4b\x51\x64\x51\x62\x56\x33\x79\ -\x42\x79\x4d\x41\x4e\x38\x5a\x41\x4a\x33\x55\x64\x6d\x7a\x63\x6d\ -\x44\x73\x57\x55\x4f\x67\x2f\x6b\x79\x6b\x2b\x49\x57\x46\x20\x7a\ -\x65\x32\x70\x6a\x6b\x57\x4d\x6f\x33\x54\x57\x56\x46\x4d\x4d\x33\ -\x37\x6d\x66\x45\x69\x58\x6a\x42\x46\x37\x4b\x69\x65\x2f\x77\x39\ -\x43\x67\x44\x61\x4a\x75\x61\x6d\x71\x72\x63\x33\x70\x35\x72\x42\ -\x4d\x34\x41\x31\x69\x76\x47\x53\x57\x32\x4a\x52\x50\x2f\x53\x50\ -\x42\x4b\x4a\x7a\x49\x6e\x46\x59\x6a\x33\x52\x20\x71\x42\x55\x79\ -\x6a\x48\x6e\x5a\x6d\x52\x5a\x6f\x44\x4e\x66\x58\x6e\x6f\x54\x49\ -\x48\x52\x35\x4e\x54\x38\x63\x7a\x32\x66\x32\x59\x78\x41\x32\x49\ -\x53\x5a\x31\x68\x52\x51\x4a\x31\x5a\x35\x51\x49\x45\x73\x31\x72\ -\x78\x63\x77\x58\x76\x46\x43\x58\x78\x31\x48\x2b\x70\x7a\x57\x52\ -\x2b\x72\x78\x72\x2b\x41\x34\x45\x20\x75\x55\x32\x46\x44\x31\x55\ -\x5a\x73\x72\x72\x52\x73\x6f\x49\x41\x4c\x59\x6e\x30\x5a\x59\x4b\ -\x2b\x6e\x34\x72\x63\x31\x30\x5a\x37\x33\x30\x69\x39\x2f\x35\x78\ -\x68\x6a\x46\x56\x65\x56\x66\x39\x72\x4f\x6f\x78\x56\x63\x33\x4e\ -\x7a\x4a\x54\x6b\x7a\x72\x6f\x59\x2b\x67\x4d\x68\x74\x42\x74\x79\ -\x68\x72\x6a\x35\x6d\x20\x75\x6b\x5a\x72\x51\x36\x43\x2b\x76\x53\ -\x46\x67\x2f\x61\x77\x70\x56\x44\x66\x6b\x53\x37\x57\x69\x49\x47\ -\x37\x58\x37\x32\x39\x7a\x66\x48\x6c\x50\x34\x39\x61\x61\x7a\x6a\ -\x34\x73\x79\x6a\x63\x48\x48\x4e\x72\x78\x2b\x52\x48\x35\x64\x69\ -\x6c\x6a\x42\x65\x44\x4c\x36\x77\x2f\x70\x38\x33\x65\x49\x76\x4a\ -\x38\x64\x20\x78\x6b\x6f\x56\x75\x62\x41\x74\x31\x58\x48\x79\x30\ -\x45\x42\x5a\x4f\x57\x44\x41\x69\x33\x38\x78\x43\x34\x30\x56\x51\ -\x44\x71\x64\x54\x6a\x6c\x47\x78\x61\x48\x41\x33\x37\x33\x61\x46\ -\x64\x37\x6b\x30\x39\x79\x44\x54\x58\x56\x31\x6f\x36\x6f\x4a\x71\ -\x64\x75\x33\x66\x61\x31\x6f\x72\x50\x34\x6c\x4b\x67\x63\x4d\x20\ -\x4e\x46\x5a\x51\x57\x42\x45\x30\x52\x6f\x49\x66\x45\x4d\x64\x34\ -\x31\x73\x31\x74\x75\x33\x54\x69\x54\x7a\x41\x78\x69\x6c\x58\x52\ -\x76\x53\x52\x34\x39\x67\x30\x46\x36\x6b\x36\x5a\x7a\x4c\x34\x6d\ -\x31\x59\x69\x45\x36\x76\x30\x66\x45\x36\x47\x55\x49\x7a\x6b\x72\ -\x6d\x43\x74\x69\x47\x57\x2f\x56\x67\x71\x6b\x6b\x20\x45\x6f\x6c\ -\x45\x66\x47\x37\x2b\x43\x6b\x58\x66\x44\x73\x5a\x7a\x4b\x4f\x65\ -\x32\x4a\x70\x50\x50\x55\x35\x41\x38\x54\x6c\x4d\x51\x79\x65\x74\ -\x79\x56\x55\x34\x64\x57\x43\x78\x7a\x4e\x49\x53\x74\x75\x6b\x2b\ -\x44\x58\x6f\x48\x33\x65\x37\x6c\x4e\x68\x66\x64\x4e\x70\x32\x5a\ -\x51\x67\x32\x33\x64\x4d\x79\x44\x53\x20\x33\x41\x73\x58\x6b\x64\ -\x76\x4a\x36\x35\x66\x61\x4f\x7a\x72\x69\x55\x42\x41\x4d\x78\x4e\ -\x44\x69\x33\x30\x56\x79\x34\x56\x52\x6d\x33\x71\x6f\x53\x76\x73\ -\x61\x6d\x70\x71\x59\x71\x70\x32\x64\x72\x4f\x2b\x68\x41\x59\x63\ -\x48\x45\x76\x45\x56\x4c\x33\x7a\x52\x53\x73\x6e\x4d\x6b\x55\x48\ -\x65\x64\x69\x4f\x78\x63\x20\x5a\x30\x2f\x30\x4d\x2b\x31\x4a\x37\ -\x31\x33\x6a\x68\x6b\x44\x39\x6e\x78\x45\x4b\x79\x77\x71\x52\x47\ -\x39\x71\x54\x6d\x5a\x58\x39\x39\x34\x70\x45\x46\x75\x50\x30\x48\ -\x6d\x32\x34\x76\x46\x74\x46\x39\x78\x47\x6f\x56\x74\x67\x46\x36\ -\x42\x58\x6b\x57\x54\x41\x2b\x4d\x5a\x35\x79\x38\x52\x50\x42\x37\ -\x2f\x66\x50\x20\x6e\x2b\x50\x54\x33\x35\x61\x6f\x55\x34\x44\x41\ -\x63\x33\x6d\x6a\x59\x73\x56\x49\x61\x71\x61\x57\x5a\x63\x32\x62\ -\x55\x79\x48\x2f\x6a\x56\x6e\x31\x72\x62\x61\x32\x74\x70\x32\x4d\ -\x65\x46\x4e\x54\x30\x79\x35\x75\x72\x75\x64\x6e\x52\x59\x4d\x47\ -\x6f\x4b\x70\x36\x35\x43\x52\x55\x59\x5a\x6f\x51\x44\x56\x62\x74\ -\x20\x55\x53\x37\x69\x6c\x54\x65\x36\x4c\x70\x37\x4a\x37\x73\x6b\ -\x6b\x2b\x61\x34\x6e\x64\x59\x61\x56\x36\x4d\x6a\x2b\x51\x69\x67\ -\x5a\x49\x4f\x6c\x58\x6e\x41\x64\x74\x75\x36\x5a\x70\x4d\x76\x73\ -\x63\x69\x62\x66\x36\x2f\x66\x4e\x4e\x4e\x2f\x2b\x41\x77\x6e\x77\ -\x77\x2f\x67\x52\x36\x4d\x4b\x4a\x2f\x57\x62\x61\x73\x20\x75\x6b\ -\x39\x46\x63\x53\x37\x49\x6a\x51\x68\x69\x69\x44\x36\x34\x57\x79\ -\x67\x30\x43\x6d\x47\x33\x41\x75\x48\x36\x32\x74\x4f\x48\x4d\x56\ -\x61\x76\x75\x57\x6f\x63\x50\x64\x30\x43\x5a\x79\x6f\x4d\x72\x75\ -\x2f\x59\x42\x6a\x77\x4a\x30\x6c\x65\x50\x7a\x30\x44\x31\x4e\x45\ -\x79\x65\x6a\x51\x54\x72\x56\x67\x4b\x49\x20\x4f\x41\x4e\x6d\x78\ -\x5a\x70\x63\x4e\x63\x79\x48\x71\x36\x57\x6c\x5a\x54\x75\x46\x6d\ -\x4b\x42\x2b\x52\x50\x6e\x66\x30\x53\x67\x7a\x6d\x47\x72\x73\x4a\ -\x47\x49\x6e\x77\x6c\x57\x6c\x6a\x46\x57\x52\x2f\x69\x57\x6a\x6f\ -\x68\x6d\x41\x59\x44\x42\x6f\x4e\x51\x53\x73\x37\x30\x74\x2b\x65\ -\x30\x4a\x55\x62\x31\x58\x52\x20\x6c\x63\x42\x65\x57\x6c\x43\x38\ -\x57\x41\x6a\x73\x71\x75\x67\x37\x58\x56\x39\x2b\x77\x76\x55\x48\ -\x78\x30\x6f\x32\x6d\x39\x32\x79\x59\x48\x48\x4e\x69\x51\x71\x2f\ -\x38\x57\x70\x58\x32\x4e\x4e\x77\x63\x6e\x2b\x4d\x52\x70\x63\x4d\ -\x57\x79\x77\x32\x6b\x38\x6c\x73\x62\x59\x75\x6e\x7a\x78\x74\x73\ -\x72\x42\x72\x44\x20\x31\x6b\x46\x75\x72\x75\x65\x5a\x6f\x72\x46\ -\x61\x49\x38\x49\x4b\x49\x43\x45\x69\x4e\x30\x79\x33\x4c\x74\x56\ -\x67\x58\x4a\x46\x53\x74\x52\x56\x32\x6a\x31\x68\x31\x45\x36\x35\ -\x6b\x33\x73\x65\x6b\x4f\x39\x31\x6a\x6d\x65\x7a\x6c\x36\x72\x31\ -\x7a\x41\x42\x41\x77\x58\x4f\x50\x68\x73\x4e\x38\x2f\x74\x4b\x7a\ -\x58\x20\x46\x4c\x47\x6c\x73\x76\x4a\x34\x67\x61\x57\x74\x69\x64\ -\x53\x37\x57\x68\x50\x4a\x2f\x78\x4c\x34\x4f\x46\x43\x64\x36\x35\ -\x6c\x7a\x56\x47\x4d\x34\x38\x45\x35\x67\x73\x52\x6a\x36\x53\x7a\ -\x58\x64\x66\x56\x58\x6c\x6e\x42\x63\x54\x69\x57\x46\x39\x50\x58\ -\x32\x45\x41\x2f\x37\x44\x45\x62\x6b\x4f\x62\x32\x4f\x31\x20\x57\ -\x64\x46\x6a\x6b\x77\x57\x4e\x37\x47\x6c\x6c\x57\x36\x39\x7a\x44\ -\x77\x4f\x33\x6d\x6b\x58\x4f\x62\x55\x39\x31\x37\x4a\x2f\x44\x71\ -\x41\x4d\x39\x48\x2b\x67\x4c\x36\x4e\x74\x46\x56\x48\x37\x5a\x45\ -\x4b\x6a\x2f\x62\x78\x55\x5a\x73\x45\x6b\x69\x49\x36\x6f\x44\x47\ -\x47\x72\x65\x4f\x75\x44\x38\x6e\x46\x75\x52\x20\x2f\x2b\x56\x6f\ -\x78\x74\x61\x61\x79\x66\x78\x56\x43\x6b\x73\x37\x41\x46\x7a\x56\ -\x57\x34\x61\x39\x51\x48\x5a\x49\x38\x34\x72\x71\x68\x6b\x69\x67\ -\x2f\x68\x79\x66\x35\x6c\x39\x45\x39\x44\x79\x47\x79\x76\x62\x75\ -\x75\x45\x7a\x34\x78\x2b\x42\x69\x45\x4e\x50\x46\x32\x72\x56\x72\ -\x65\x78\x4f\x5a\x37\x4f\x6b\x43\x20\x76\x2f\x56\x71\x46\x32\x45\ -\x2f\x70\x36\x66\x79\x6a\x6f\x46\x68\x49\x53\x4f\x78\x41\x6e\x78\ -\x4e\x45\x66\x75\x62\x59\x44\x77\x69\x66\x53\x58\x78\x68\x4e\x55\ -\x74\x73\x64\x51\x6a\x72\x69\x74\x6e\x41\x6e\x57\x56\x4a\x6a\x4d\ -\x57\x4c\x68\x51\x4f\x2b\x4c\x2b\x47\x55\x71\x4b\x51\x69\x36\x62\ -\x55\x30\x56\x57\x54\x20\x31\x64\x65\x55\x78\x47\x45\x56\x71\x74\ -\x44\x49\x39\x37\x33\x61\x42\x49\x4b\x59\x50\x42\x51\x49\x42\x45\ -\x5a\x62\x47\x48\x56\x69\x43\x47\x63\x70\x4c\x47\x30\x4d\x32\x58\ -\x39\x74\x44\x4e\x6c\x50\x71\x6d\x67\x61\x36\x46\x48\x44\x65\x52\ -\x72\x6b\x47\x30\x43\x72\x48\x55\x75\x74\x62\x6d\x76\x4c\x4a\x45\ -\x59\x62\x20\x6b\x42\x65\x78\x2f\x66\x75\x6a\x33\x49\x32\x33\x4d\ -\x75\x68\x57\x51\x34\x33\x6a\x45\x70\x6d\x75\x76\x30\x37\x6d\x59\ -\x34\x79\x57\x62\x44\x61\x37\x52\x65\x48\x2b\x76\x74\x65\x43\x61\ -\x77\x4f\x6b\x55\x71\x6c\x58\x32\x6c\x4f\x64\x33\x7a\x50\x7a\x75\ -\x68\x76\x43\x67\x2b\x77\x34\x34\x57\x75\x6f\x44\x45\x79\x79\x20\ -\x48\x62\x45\x67\x70\x37\x70\x75\x5a\x4d\x43\x72\x33\x34\x38\x6c\ -\x35\x31\x42\x46\x72\x39\x76\x52\x74\x35\x77\x77\x2f\x4e\x6b\x79\ -\x59\x4c\x66\x56\x2b\x4b\x6f\x49\x50\x32\x4c\x6e\x63\x4a\x46\x32\ -\x68\x45\x74\x46\x33\x65\x4d\x5a\x73\x49\x4f\x70\x63\x4f\x64\x6f\ -\x78\x7a\x4e\x46\x4f\x4c\x76\x57\x5a\x30\x2b\x6e\x20\x39\x44\x67\ -\x4f\x33\x37\x78\x68\x66\x61\x6b\x66\x75\x38\x47\x59\x79\x59\x6a\ -\x39\x73\x43\x6f\x58\x41\x56\x6c\x56\x50\x52\x37\x56\x36\x31\x45\ -\x2b\x46\x77\x30\x48\x6a\x69\x75\x34\x4d\x50\x52\x79\x67\x56\x4d\ -\x62\x49\x38\x48\x33\x54\x39\x6f\x54\x6a\x4a\x4a\x49\x76\x66\x38\ -\x63\x6c\x46\x49\x4b\x76\x6c\x6e\x48\x20\x30\x4d\x50\x6a\x32\x64\ -\x48\x70\x65\x6f\x32\x47\x4b\x63\x73\x6c\x6a\x47\x63\x36\x76\x36\ -\x52\x43\x71\x56\x69\x4d\x42\x70\x2f\x6d\x2f\x78\x49\x4d\x56\x70\ -\x63\x4b\x72\x4a\x77\x55\x6d\x6b\x4c\x32\x47\x61\x42\x48\x67\x50\ -\x34\x65\x30\x62\x69\x6f\x58\x49\x49\x61\x2f\x34\x33\x77\x6f\x75\ -\x6d\x59\x50\x30\x41\x35\x20\x54\x4e\x43\x76\x72\x42\x72\x44\x2b\ -\x6a\x6f\x51\x43\x4e\x6a\x71\x63\x69\x66\x65\x56\x58\x4f\x33\x49\ -\x68\x7a\x66\x33\x74\x48\x78\x36\x4b\x51\x39\x78\x44\x67\x51\x35\ -\x4c\x36\x2b\x2f\x36\x73\x61\x6b\x59\x46\x74\x4c\x5a\x32\x64\x33\ -\x65\x46\x6b\x78\x7a\x45\x44\x64\x74\x39\x41\x64\x70\x51\x50\x45\ -\x32\x48\x45\x20\x47\x5a\x59\x72\x6e\x4e\x78\x2f\x66\x2b\x45\x58\ -\x59\x78\x6d\x62\x69\x58\x74\x58\x2f\x77\x75\x56\x45\x66\x54\x49\ -\x64\x63\x43\x79\x54\x67\x63\x73\x6f\x37\x51\x46\x6b\x52\x50\x61\ -\x55\x78\x31\x4e\x37\x63\x6d\x4f\x72\x37\x59\x56\x6c\x74\x33\x39\ -\x4f\x31\x47\x75\x49\x36\x4e\x57\x42\x5a\x30\x71\x31\x71\x77\x68\ -\x20\x74\x32\x42\x4a\x39\x51\x65\x41\x55\x6d\x4d\x35\x50\x56\x4c\ -\x76\x76\x33\x41\x55\x74\x33\x49\x45\x2f\x67\x4b\x67\x79\x68\x56\ -\x74\x69\x66\x51\x39\x76\x72\x6e\x62\x50\x77\x65\x30\x43\x2f\x4c\ -\x4c\x63\x44\x68\x63\x76\x37\x69\x36\x37\x6d\x4a\x56\x4c\x70\x71\ -\x7a\x70\x57\x64\x61\x6e\x7a\x74\x73\x31\x58\x32\x36\x20\x57\x4e\ -\x7a\x56\x69\x32\x37\x48\x34\x4d\x68\x55\x71\x6e\x74\x53\x2f\x59\ -\x68\x54\x76\x58\x4d\x6e\x59\x61\x76\x32\x66\x30\x42\x4b\x79\x57\ -\x53\x73\x38\x7a\x6b\x63\x4e\x6c\x45\x4a\x56\x79\x2b\x57\x42\x59\ -\x4f\x57\x49\x2f\x71\x63\x67\x76\x6a\x6d\x39\x6f\x52\x66\x65\x47\ -\x48\x39\x70\x73\x61\x77\x66\x54\x4e\x4b\x20\x58\x36\x33\x41\x6a\ -\x63\x41\x33\x57\x68\x4f\x70\x6e\x34\x37\x32\x6e\x70\x5a\x6c\x7a\ -\x61\x76\x41\x65\x51\x54\x76\x4b\x48\x37\x48\x68\x5a\x4f\x54\x6d\ -\x65\x7a\x76\x4a\x32\x50\x38\x48\x68\x67\x4e\x6c\x76\x55\x6d\x31\ -\x39\x41\x39\x52\x4b\x51\x4b\x32\x4b\x59\x4f\x69\x58\x67\x6d\x38\ -\x79\x79\x44\x6b\x6d\x58\x44\x20\x6c\x76\x55\x32\x77\x39\x43\x69\ -\x31\x72\x76\x63\x32\x35\x37\x4b\x76\x4d\x66\x6a\x66\x6d\x61\x44\ -\x62\x64\x30\x46\x75\x6c\x4f\x62\x34\x68\x35\x51\x69\x46\x41\x66\ -\x5a\x68\x78\x32\x66\x52\x71\x6f\x41\x39\x6d\x34\x31\x4a\x2b\x70\ -\x57\x62\x4f\x47\x4d\x66\x6d\x4c\x47\x75\x7a\x36\x35\x34\x43\x33\ -\x41\x4a\x6a\x69\x20\x4e\x4c\x55\x6b\x75\x31\x70\x4c\x6e\x42\x64\ -\x6e\x53\x47\x31\x42\x2b\x56\x6b\x4f\x34\x30\x73\x44\x49\x39\x36\ -\x62\x61\x32\x6f\x57\x62\x4b\x33\x79\x62\x53\x71\x2b\x33\x4e\x79\ -\x65\x36\x6c\x6a\x4d\x44\x46\x59\x6e\x48\x6b\x69\x78\x41\x4f\x34\ -\x66\x67\x63\x4d\x39\x6d\x68\x58\x56\x4d\x2b\x4d\x64\x58\x62\x38\ -\x65\x20\x37\x68\x34\x72\x77\x4a\x63\x49\x32\x36\x73\x46\x39\x6a\ -\x44\x56\x32\x50\x76\x46\x52\x4b\x4b\x74\x4d\x57\x51\x64\x6a\x42\ -\x69\x72\x52\x50\x57\x6a\x4c\x59\x6e\x30\x59\x4c\x2f\x6c\x6c\x42\ -\x4f\x32\x2f\x47\x64\x54\x43\x42\x48\x79\x73\x69\x45\x62\x77\x54\ -\x77\x38\x6e\x73\x6e\x38\x59\x37\x4c\x37\x6e\x57\x6f\x39\x20\x4c\ -\x49\x31\x6e\x75\x6a\x34\x44\x58\x46\x75\x69\x66\x58\x66\x48\x5a\ -\x4e\x54\x62\x76\x57\x4d\x68\x4a\x2f\x79\x76\x46\x68\x4a\x6e\x6c\ -\x2b\x53\x33\x56\x54\x33\x52\x46\x4c\x62\x50\x51\x6a\x6b\x4a\x6c\ -\x59\x38\x59\x4c\x67\x64\x73\x64\x36\x6b\x66\x69\x37\x45\x43\x78\ -\x49\x64\x7a\x48\x64\x37\x47\x43\x68\x48\x39\x20\x37\x46\x51\x59\ -\x71\x78\x58\x67\x69\x39\x6a\x57\x2b\x56\x47\x37\x50\x6f\x47\x68\ -\x36\x34\x78\x43\x46\x65\x64\x62\x52\x50\x55\x75\x77\x39\x42\x2f\ -\x4e\x4e\x6a\x31\x58\x5a\x46\x41\x33\x58\x57\x52\x51\x4b\x42\x66\ -\x59\x32\x76\x42\x6b\x69\x58\x50\x37\x33\x43\x79\x75\x36\x58\x4b\ -\x75\x44\x73\x35\x6a\x50\x38\x43\x20\x32\x53\x6e\x6f\x73\x61\x72\ -\x48\x47\x58\x5a\x4a\x32\x42\x43\x73\x50\x78\x67\x6f\x42\x45\x49\ -\x4b\x66\x78\x71\x72\x73\x51\x4a\x51\x6f\x56\x39\x4f\x31\x31\x47\ -\x66\x35\x34\x36\x61\x42\x34\x36\x49\x66\x72\x6f\x39\x6c\x66\x6e\ -\x4d\x34\x50\x53\x63\x62\x56\x58\x47\x44\x70\x2b\x6f\x38\x6e\x64\ -\x6d\x69\x62\x47\x43\x20\x67\x6b\x2f\x4c\x6e\x4e\x4e\x37\x73\x73\ -\x42\x7a\x48\x73\x32\x43\x79\x44\x57\x68\x2b\x76\x70\x68\x71\x31\ -\x57\x76\x67\x72\x77\x34\x6e\x41\x47\x49\x49\x2b\x36\x76\x41\x4c\ -\x4d\x31\x6b\x66\x6d\x72\x6d\x74\x72\x63\x5a\x36\x79\x57\x56\x56\ -\x63\x76\x6a\x41\x59\x43\x75\x7a\x56\x4e\x67\x36\x73\x6c\x45\x71\ -\x68\x62\x20\x43\x56\x78\x46\x43\x57\x4d\x6c\x42\x6b\x64\x50\x68\ -\x62\x47\x43\x36\x61\x6d\x61\x6f\x2f\x46\x4d\x39\x75\x4f\x4b\x33\ -\x75\x44\x5a\x43\x48\x76\x6d\x44\x50\x34\x55\x69\x53\x77\x75\x55\ -\x55\x5a\x2b\x37\x44\x53\x46\x41\x6d\x63\x4b\x65\x6a\x7a\x43\x5a\ -\x30\x58\x31\x43\x79\x43\x4e\x71\x6c\x79\x6a\x47\x45\x65\x32\x20\ -\x4a\x70\x50\x58\x76\x35\x52\x4b\x50\x54\x48\x57\x6e\x4c\x52\x77\ -\x6f\x50\x5a\x63\x41\x55\x38\x66\x67\x63\x4c\x6c\x73\x58\x54\x58\ -\x6c\x43\x53\x6b\x74\x6f\x58\x38\x49\x55\x45\x76\x30\x74\x4b\x36\ -\x37\x30\x74\x46\x35\x43\x4d\x69\x37\x6a\x38\x62\x37\x50\x72\x66\ -\x4e\x54\x54\x55\x2b\x67\x73\x37\x64\x6c\x71\x4d\x20\x4f\x4a\x65\ -\x53\x7a\x74\x33\x69\x39\x76\x72\x41\x6f\x68\x7a\x4a\x46\x39\x61\ -\x76\x33\x31\x54\x71\x66\x41\x42\x55\x6a\x75\x2f\x37\x72\x78\x54\ -\x38\x65\x47\x50\x47\x48\x4c\x42\x6b\x45\x39\x52\x72\x35\x6a\x47\ -\x30\x57\x2f\x52\x62\x62\x63\x6e\x4f\x4b\x7a\x33\x62\x78\x42\x79\ -\x77\x69\x53\x4d\x37\x70\x54\x78\x46\x20\x49\x70\x48\x46\x6b\x57\ -\x44\x39\x30\x51\x33\x42\x75\x76\x4d\x69\x74\x6e\x56\x42\x78\x4c\ -\x59\x75\x69\x4e\x72\x57\x68\x38\x4c\x68\x36\x64\x76\x34\x61\x57\ -\x76\x62\x73\x46\x45\x64\x54\x67\x43\x36\x50\x5a\x72\x6e\x69\x4c\ -\x69\x2f\x47\x32\x6d\x58\x72\x7a\x57\x56\x61\x68\x45\x34\x42\x7a\ -\x67\x77\x47\x72\x4b\x2f\x20\x57\x72\x68\x76\x2b\x73\x56\x67\x4d\ -\x47\x67\x31\x42\x41\x50\x58\x35\x2b\x5a\x57\x64\x57\x48\x77\x67\ -\x6d\x75\x51\x62\x41\x6a\x61\x64\x34\x30\x6e\x55\x32\x4d\x30\x52\ -\x43\x7a\x2f\x42\x31\x58\x31\x47\x72\x78\x74\x78\x79\x62\x51\x59\ -\x30\x65\x59\x6f\x55\x2b\x49\x30\x56\x54\x44\x6e\x51\x7a\x63\x52\ -\x4b\x62\x72\x20\x72\x4c\x44\x6c\x72\x77\x49\x38\x4e\x49\x4e\x30\ -\x48\x33\x64\x37\x31\x5a\x2b\x69\x30\x53\x56\x48\x54\x56\x52\x6c\ -\x63\x31\x6b\x77\x61\x4f\x58\x52\x6e\x79\x41\x38\x30\x68\x70\x50\ -\x2f\x57\x77\x46\x6d\x4b\x6c\x67\x59\x4b\x36\x4b\x58\x4b\x4a\x6d\ -\x76\x72\x76\x42\x74\x76\x63\x54\x45\x39\x74\x77\x65\x4c\x6b\x6c\ -\x20\x6c\x58\x70\x6b\x4e\x50\x63\x4d\x42\x32\x6f\x50\x52\x4b\x58\ -\x55\x7a\x75\x63\x74\x69\x63\x79\x6f\x53\x39\x32\x50\x6d\x55\x51\ -\x69\x32\x39\x59\x59\x38\x42\x2b\x2f\x55\x34\x53\x35\x79\x70\x57\ -\x4b\x50\x6f\x73\x51\x45\x65\x55\x64\x43\x41\x64\x54\x2b\x4c\x55\ -\x37\x68\x5a\x78\x35\x57\x4d\x54\x32\x76\x77\x64\x34\x20\x47\x59\ -\x68\x53\x49\x71\x65\x78\x44\x34\x46\x74\x41\x38\x4b\x51\x52\x33\ -\x53\x34\x67\x2f\x75\x4f\x34\x67\x2b\x72\x30\x34\x74\x78\x2f\x30\ -\x68\x6e\x65\x37\x48\x64\x4d\x50\x35\x52\x67\x5a\x4f\x6e\x38\x50\ -\x6e\x62\x62\x7a\x54\x58\x47\x4f\x4c\x35\x5a\x51\x64\x41\x58\x59\ -\x31\x4b\x33\x32\x2b\x39\x73\x43\x35\x73\x20\x57\x66\x73\x59\x77\ -\x75\x6d\x67\x78\x35\x4c\x66\x76\x6a\x73\x67\x49\x45\x6a\x52\x7a\ -\x61\x57\x41\x34\x52\x6a\x61\x45\x4b\x78\x2f\x79\x48\x44\x6b\x6f\ -\x35\x4e\x52\x58\x6d\x34\x6b\x34\x74\x6c\x73\x65\x38\x54\x32\x48\ -\x36\x38\x75\x41\x39\x51\x72\x2b\x6f\x6d\x59\x32\x76\x73\x72\x43\ -\x74\x58\x4c\x53\x77\x62\x48\x20\x74\x73\x52\x54\x31\x7a\x5a\x47\ -\x67\x6f\x63\x61\x78\x51\x32\x47\x71\x47\x33\x76\x69\x62\x6f\x50\ -\x49\x74\x51\x43\x36\x30\x48\x76\x55\x46\x67\x71\x63\x45\x4b\x46\ -\x35\x6d\x38\x42\x33\x6a\x32\x5a\x7a\x78\x41\x4b\x31\x4a\x32\x71\ -\x71\x6a\x66\x68\x6e\x58\x71\x32\x52\x58\x47\x50\x54\x57\x53\x36\ -\x78\x36\x51\x58\x20\x4e\x31\x61\x6d\x73\x79\x36\x68\x45\x38\x39\ -\x6b\x7a\x30\x44\x31\x64\x31\x36\x4e\x78\x65\x33\x65\x38\x57\x53\ -\x34\x6d\x39\x46\x49\x36\x50\x4f\x57\x5a\x63\x30\x44\x79\x41\x76\ -\x66\x55\x4b\x67\x55\x56\x38\x36\x4b\x68\x67\x4b\x66\x54\x34\x62\ -\x73\x62\x53\x70\x79\x43\x59\x44\x68\x47\x4f\x73\x4d\x67\x79\x64\ -\x45\x20\x75\x52\x33\x52\x67\x30\x64\x7a\x38\x30\x41\x67\x73\x43\ -\x73\x71\x74\x2b\x4b\x39\x49\x2f\x68\x4d\x44\x76\x4e\x73\x70\x72\ -\x68\x41\x52\x47\x73\x36\x2b\x2f\x42\x4f\x66\x6b\x44\x52\x32\x6c\ -\x69\x36\x34\x36\x70\x59\x71\x75\x50\x4c\x37\x65\x6d\x4f\x51\x77\ -\x52\x7a\x6d\x55\x43\x66\x4d\x37\x74\x61\x4d\x42\x35\x41\x20\x2b\ -\x7a\x53\x62\x5a\x4e\x67\x66\x4a\x52\x58\x74\x6a\x7a\x74\x54\x6c\ -\x57\x46\x44\x4f\x67\x70\x4a\x34\x56\x4a\x63\x76\x73\x6a\x54\x59\ -\x79\x33\x6e\x33\x6b\x64\x78\x64\x76\x73\x63\x67\x45\x4c\x41\x74\ -\x75\x32\x52\x71\x67\x59\x42\x55\x6a\x49\x68\x58\x51\x59\x2b\x41\ -\x31\x78\x6f\x47\x50\x6f\x50\x52\x4d\x39\x44\x20\x65\x44\x4f\x6c\ -\x2f\x62\x53\x43\x63\x6f\x53\x61\x4f\x2b\x55\x79\x54\x69\x6d\x78\ -\x56\x50\x59\x4a\x48\x52\x77\x34\x32\x34\x66\x4b\x4d\x53\x47\x72\ -\x64\x73\x51\x53\x64\x4b\x32\x78\x35\x48\x2b\x31\x78\x4a\x4d\x2f\ -\x62\x47\x70\x61\x75\x67\x75\x69\x39\x79\x4c\x55\x71\x75\x70\x50\ -\x74\x2f\x54\x6d\x49\x32\x33\x4a\x20\x7a\x4f\x6e\x74\x79\x63\x77\ -\x78\x71\x48\x35\x48\x6b\x61\x4d\x62\x51\x39\x61\x6f\x50\x75\x4f\ -\x6a\x49\x57\x4c\x56\x6e\x69\x69\x71\x76\x38\x62\x62\x57\x47\x30\ -\x56\x56\x34\x35\x4c\x5a\x4c\x70\x58\x65\x37\x52\x4e\x4b\x74\x4e\ -\x61\x53\x42\x56\x77\x46\x69\x79\x74\x4f\x56\x30\x70\x75\x5a\x51\ -\x34\x61\x46\x36\x6c\x20\x63\x55\x2b\x66\x38\x52\x6b\x4e\x6a\x5a\ -\x48\x49\x61\x53\x4c\x79\x74\x62\x6c\x7a\x35\x79\x34\x6f\x58\x4f\ -\x65\x65\x4b\x4d\x6a\x76\x57\x70\x4c\x4a\x56\x73\x4f\x51\x5a\x30\ -\x42\x76\x70\x2b\x41\x63\x2f\x42\x36\x71\x33\x31\x61\x34\x55\x4f\ -\x46\x43\x78\x36\x65\x33\x6a\x33\x52\x76\x51\x48\x78\x75\x2f\x6b\ -\x61\x47\x20\x4f\x48\x34\x42\x65\x45\x55\x64\x54\x70\x6e\x71\x38\ -\x6d\x52\x39\x74\x4b\x63\x79\x31\x34\x72\x4b\x39\x63\x57\x58\x70\ -\x30\x62\x73\x75\x76\x35\x41\x76\x62\x5a\x55\x36\x71\x57\x32\x56\ -\x4d\x64\x4a\x49\x76\x71\x70\x6f\x75\x39\x71\x34\x59\x36\x64\x50\ -\x78\x33\x68\x42\x30\x42\x32\x42\x50\x4c\x4b\x38\x49\x56\x46\x20\ -\x4b\x38\x52\x35\x4f\x2f\x32\x47\x57\x2f\x39\x76\x62\x45\x38\x77\ -\x68\x48\x34\x35\x59\x52\x4f\x6e\x31\x43\x78\x72\x68\x36\x69\x68\ -\x4f\x31\x54\x4a\x64\x41\x64\x47\x76\x38\x45\x53\x74\x48\x46\x41\ -\x77\x36\x73\x49\x4e\x79\x4c\x36\x47\x52\x63\x39\x56\x70\x58\x42\ -\x5a\x65\x5a\x2b\x30\x5a\x62\x4d\x44\x42\x38\x4c\x20\x4e\x73\x6b\ -\x6b\x30\x70\x32\x33\x6f\x58\x69\x6d\x61\x51\x6e\x79\x39\x55\x68\ -\x64\x58\x61\x6b\x41\x7a\x4a\x31\x77\x65\x75\x61\x63\x52\x69\x48\ -\x33\x38\x2f\x72\x32\x56\x4f\x62\x7a\x4f\x36\x64\x46\x46\x51\x4a\ -\x30\x58\x5a\x55\x56\x45\x78\x34\x77\x45\x4c\x62\x72\x6a\x6c\x58\ -\x6b\x4e\x35\x51\x49\x34\x31\x45\x34\x20\x49\x64\x62\x5a\x4f\x61\ -\x72\x56\x79\x6b\x53\x5a\x72\x69\x56\x68\x50\x32\x76\x58\x72\x75\ -\x31\x74\x62\x6d\x35\x2b\x33\x2b\x5a\x58\x31\x74\x2b\x4a\x65\x4f\ -\x67\x66\x4b\x59\x66\x35\x63\x4f\x35\x73\x61\x6d\x70\x36\x37\x32\ -\x69\x53\x4f\x6c\x74\x6a\x73\x56\x73\x6a\x6b\x63\x6a\x6a\x73\x64\ -\x62\x57\x72\x6d\x4a\x32\x20\x75\x31\x2b\x55\x6d\x77\x46\x61\x59\ -\x71\x6c\x56\x77\x4b\x72\x78\x6a\x6a\x55\x63\x71\x44\x30\x58\x39\ -\x64\x52\x6f\x63\x6b\x54\x64\x30\x2b\x50\x5a\x37\x6c\x45\x46\x6d\ -\x55\x34\x57\x57\x2f\x4c\x4f\x5a\x2b\x5a\x56\x47\x4d\x63\x43\x74\ -\x59\x4c\x38\x41\x48\x67\x37\x41\x32\x5a\x33\x62\x63\x6e\x4f\x6e\ -\x30\x65\x43\x20\x39\x57\x32\x69\x2f\x4a\x34\x64\x48\x36\x37\x68\ -\x39\x62\x31\x55\x64\x2f\x68\x79\x52\x6a\x42\x59\x34\x6e\x4b\x77\ -\x39\x73\x39\x58\x78\x4d\x75\x4a\x50\x47\x70\x55\x2b\x57\x66\x66\ -\x4d\x6b\x36\x51\x33\x55\x71\x63\x31\x71\x39\x71\x34\x51\x71\x37\ -\x6c\x4c\x77\x58\x47\x68\x6b\x30\x6a\x58\x70\x4a\x52\x53\x2f\x31\ -\x20\x56\x53\x32\x34\x5a\x65\x42\x6e\x4b\x47\x70\x62\x46\x32\x72\ -\x2f\x32\x79\x56\x50\x7a\x46\x75\x30\x35\x44\x4f\x6b\x53\x67\x6b\ -\x74\x54\x42\x33\x56\x56\x76\x61\x43\x6c\x7a\x74\x71\x39\x31\x58\ -\x6b\x6b\x45\x46\x4e\x70\x68\x70\x36\x66\x64\x50\x53\x70\x58\x75\ -\x4e\x71\x45\x41\x72\x45\x67\x45\x51\x51\x34\x65\x47\x20\x6c\x59\ -\x68\x37\x4a\x41\x69\x6f\x54\x72\x69\x49\x53\x63\x69\x71\x50\x52\ -\x4a\x58\x62\x38\x66\x62\x57\x50\x57\x4b\x75\x71\x66\x45\x4f\x37\ -\x6f\x66\x39\x47\x69\x62\x45\x71\x5a\x37\x68\x67\x55\x55\x6a\x46\ -\x62\x46\x2f\x49\x55\x6e\x71\x33\x66\x75\x45\x51\x4a\x48\x35\x62\ -\x5a\x75\x75\x6e\x32\x30\x30\x63\x43\x78\x20\x57\x43\x7a\x57\x61\ -\x46\x6c\x42\x68\x53\x38\x42\x4b\x50\x71\x4c\x61\x44\x44\x34\x51\ -\x53\x59\x51\x74\x74\x46\x67\x57\x63\x74\x51\x2b\x62\x5a\x6e\x6f\ -\x2b\x6a\x46\x73\x59\x37\x75\x63\x66\x6c\x76\x4a\x6b\x49\x68\x4b\ -\x46\x54\x36\x34\x6c\x36\x57\x52\x77\x50\x2b\x49\x54\x6d\x44\x68\ -\x54\x71\x41\x4f\x34\x65\x52\x20\x44\x4b\x75\x48\x72\x6a\x74\x6d\ -\x6a\x2b\x72\x4b\x73\x41\x5a\x4c\x5a\x59\x64\x73\x6b\x4f\x4a\x4f\ -\x79\x47\x41\x5a\x75\x44\x75\x55\x43\x35\x52\x77\x69\x64\x50\x36\ -\x5a\x57\x35\x45\x70\x61\x4c\x55\x76\x61\x54\x67\x71\x77\x4e\x77\ -\x46\x4c\x6b\x67\x6e\x4f\x72\x59\x49\x35\x62\x73\x76\x48\x36\x67\ -\x73\x51\x6f\x45\x20\x41\x72\x73\x71\x32\x70\x63\x32\x74\x67\x46\ -\x48\x33\x7a\x39\x54\x68\x56\x37\x58\x72\x43\x46\x48\x54\x74\x38\ -\x48\x65\x46\x56\x33\x6a\x75\x54\x6d\x56\x49\x78\x43\x53\x30\x71\ -\x66\x41\x6e\x42\x64\x4f\x58\x42\x77\x69\x78\x54\x65\x74\x34\x31\ -\x35\x4d\x62\x30\x55\x46\x45\x5a\x4e\x70\x4b\x37\x75\x4d\x45\x48\ -\x75\x20\x41\x75\x5a\x34\x4e\x50\x65\x71\x63\x4d\x70\x30\x66\x77\ -\x39\x6d\x78\x47\x42\x42\x49\x53\x63\x74\x6a\x33\x45\x79\x55\x4d\ -\x6f\x36\x48\x37\x66\x35\x31\x5a\x64\x76\x5a\x72\x51\x4b\x6f\x44\ -\x37\x7a\x4b\x38\x41\x38\x56\x48\x2b\x41\x4d\x45\x39\x45\x62\x32\ -\x34\x4d\x32\x6e\x39\x72\x69\x67\x51\x4f\x47\x50\x48\x61\x20\x6f\ -\x5a\x67\x75\x7a\x69\x2f\x78\x72\x67\x4c\x38\x6c\x33\x69\x36\x36\ -\x35\x4a\x78\x33\x48\x4e\x53\x71\x4f\x72\x70\x76\x5a\x4b\x69\x30\ -\x39\x55\x56\x77\x36\x75\x53\x64\x6b\x45\x30\x62\x30\x41\x30\x65\ -\x34\x39\x68\x6c\x46\x35\x69\x79\x77\x35\x39\x63\x74\x63\x77\x68\ -\x6a\x56\x59\x4b\x44\x74\x6d\x59\x37\x34\x35\x20\x45\x31\x6f\x53\ -\x4f\x6d\x71\x6d\x64\x34\x78\x42\x53\x78\x6d\x73\x56\x77\x61\x63\ -\x34\x7a\x6e\x44\x69\x6b\x52\x71\x36\x75\x6a\x2f\x4f\x2b\x6d\x54\ -\x73\x56\x54\x6d\x75\x36\x73\x38\x41\x6f\x47\x72\x78\x50\x6b\x53\ -\x46\x47\x64\x70\x6f\x6a\x2f\x71\x53\x2f\x79\x65\x4b\x57\x4c\x64\ -\x33\x5a\x31\x69\x79\x4f\x6c\x34\x20\x4f\x39\x6b\x2f\x45\x72\x46\ -\x71\x68\x30\x67\x50\x44\x79\x53\x63\x7a\x4e\x79\x6e\x79\x6a\x38\ -\x46\x4c\x6f\x30\x47\x41\x7a\x2b\x49\x68\x75\x77\x4c\x6c\x6c\x55\ -\x58\x38\x6d\x4e\x62\x6b\x35\x6e\x66\x75\x4b\x61\x7a\x64\x37\x4a\ -\x59\x37\x72\x36\x70\x61\x57\x6e\x4a\x32\x57\x6b\x70\x51\x6c\x62\ -\x74\x77\x57\x72\x6f\x20\x76\x58\x67\x58\x6b\x63\x6d\x6a\x2b\x73\ -\x48\x70\x7a\x70\x4f\x46\x47\x54\x52\x59\x55\x45\x6a\x79\x7a\x47\ -\x47\x65\x67\x4a\x5a\x59\x74\x71\x6d\x65\x45\x72\x62\x71\x53\x73\ -\x6d\x32\x39\x42\x4f\x4e\x52\x68\x65\x42\x6e\x71\x37\x49\x48\x31\ -\x71\x54\x36\x53\x38\x36\x68\x71\x2b\x51\x48\x53\x34\x63\x6f\x4b\ -\x37\x38\x20\x72\x54\x46\x73\x33\x78\x79\x4e\x6a\x6c\x7a\x35\x70\ -\x59\x39\x77\x6f\x50\x59\x63\x59\x4d\x67\x76\x46\x37\x44\x52\x30\ -\x50\x2f\x50\x33\x70\x6e\x48\x78\x31\x57\x58\x2b\x2f\x2f\x39\x66\ -\x47\x63\x6d\x36\x51\x49\x55\x75\x6b\x30\x79\x63\x32\x5a\x4e\x4b\ -\x50\x64\x53\x41\x61\x57\x41\x43\x67\x67\x46\x45\x66\x45\x43\x20\ -\x4b\x6f\x68\x36\x41\x56\x48\x63\x41\x63\x57\x72\x2b\x45\x4e\x78\ -\x46\x33\x48\x42\x66\x63\x45\x4c\x72\x6c\x78\x58\x58\x42\x42\x42\ -\x76\x53\x35\x58\x45\x51\x45\x56\x45\x53\x6c\x79\x67\x59\x71\x55\ -\x5a\x43\x61\x5a\x4c\x55\x6c\x62\x57\x74\x61\x32\x79\x63\x7a\x35\ -\x50\x72\x38\x2f\x7a\x73\x78\x6b\x4d\x6e\x4d\x79\x20\x53\x64\x73\ -\x6b\x62\x62\x6e\x39\x76\x46\x36\x42\x7a\x74\x6c\x6e\x35\x73\x78\ -\x7a\x6e\x75\x2f\x7a\x2f\x54\x79\x66\x6a\x33\x6b\x74\x63\x79\x52\ -\x7a\x6b\x6b\x34\x66\x73\x43\x67\x56\x69\x52\x7a\x55\x45\x2b\x39\ -\x65\x46\x59\x2b\x48\x30\x36\x74\x57\x45\x61\x72\x53\x44\x6e\x34\ -\x45\x58\x69\x62\x61\x45\x77\x34\x76\x20\x39\x39\x31\x5a\x71\x51\ -\x39\x58\x4b\x2f\x4f\x4d\x72\x32\x39\x65\x62\x32\x39\x76\x4a\x2b\ -\x4f\x7a\x69\x47\x50\x35\x66\x4c\x35\x39\x69\x38\x31\x34\x63\x58\ -\x76\x54\x77\x4d\x44\x41\x54\x70\x6b\x4d\x42\x46\x32\x33\x48\x72\ -\x42\x6b\x45\x69\x6c\x70\x56\x61\x6b\x30\x62\x4c\x50\x55\x62\x78\ -\x76\x4b\x34\x30\x78\x2b\x20\x55\x65\x4e\x72\x6b\x48\x48\x51\x30\ -\x71\x58\x37\x4b\x76\x4b\x57\x36\x73\x74\x48\x4a\x54\x53\x36\x50\ -\x66\x79\x37\x57\x63\x4e\x41\x59\x66\x68\x57\x56\x48\x79\x7a\x4b\ -\x55\x57\x2b\x32\x73\x37\x76\x38\x46\x61\x6f\x69\x4e\x57\x58\x41\ -\x67\x38\x41\x6c\x36\x42\x36\x5a\x58\x6c\x65\x78\x2f\x76\x71\x78\ -\x78\x34\x59\x20\x48\x6c\x67\x52\x6a\x36\x66\x54\x4d\x65\x65\x62\ -\x64\x6d\x78\x2b\x4c\x70\x56\x61\x48\x70\x37\x73\x57\x4d\x31\x49\ -\x4f\x56\x31\x48\x43\x66\x4a\x4c\x2f\x47\x65\x59\x58\x52\x55\x35\ -\x64\x33\x42\x6f\x2f\x55\x35\x6c\x62\x7a\x75\x4b\x58\x52\x71\x77\ -\x6f\x42\x71\x30\x4a\x48\x41\x71\x71\x4f\x2f\x4e\x42\x6a\x71\x6c\ -\x20\x48\x49\x32\x55\x52\x2f\x38\x66\x73\x4b\x39\x42\x31\x36\x35\ -\x61\x74\x53\x70\x6b\x58\x50\x63\x45\x6f\x4b\x7a\x6f\x53\x53\x67\ -\x33\x6f\x5a\x77\x74\x46\x66\x50\x50\x5a\x48\x4a\x71\x6e\x65\x6c\ -\x32\x51\x38\x75\x75\x46\x49\x77\x41\x41\x43\x41\x41\x53\x55\x52\ -\x42\x56\x45\x45\x56\x66\x64\x74\x73\x50\x35\x6c\x58\x20\x4c\x6c\ -\x75\x32\x54\x39\x71\x4a\x58\x4a\x5a\x79\x75\x75\x2f\x52\x73\x58\ -\x6d\x62\x4d\x50\x70\x50\x61\x37\x6b\x37\x59\x45\x33\x2f\x70\x70\ -\x48\x75\x72\x61\x6c\x59\x39\x35\x2b\x41\x57\x70\x74\x4b\x30\x49\ -\x62\x4d\x79\x62\x37\x58\x32\x70\x43\x64\x69\x4b\x75\x2b\x4e\x32\ -\x75\x35\x2f\x47\x67\x6a\x39\x2b\x64\x4a\x20\x32\x67\x54\x69\x5a\ -\x44\x49\x35\x44\x36\x51\x71\x4b\x61\x4d\x37\x4e\x44\x76\x59\x69\ -\x4b\x62\x75\x68\x69\x6b\x7a\x41\x4a\x32\x4d\x54\x32\x59\x43\x79\ -\x66\x71\x2f\x42\x64\x39\x37\x61\x4c\x51\x7a\x64\x41\x37\x31\x56\ -\x69\x72\x35\x2b\x75\x35\x6b\x55\x43\x75\x64\x38\x39\x34\x48\x72\ -\x50\x56\x5a\x74\x62\x78\x71\x20\x6b\x7a\x63\x70\x4d\x71\x56\x53\ -\x4c\x70\x4d\x76\x48\x6d\x6d\x4d\x72\x6b\x4c\x30\x42\x64\x4c\x70\ -\x66\x67\x35\x67\x52\x54\x79\x65\x54\x69\x65\x69\x31\x31\x5a\x77\ -\x48\x30\x4c\x30\x64\x63\x41\x32\x4b\x70\x32\x54\x45\x59\x67\x6e\ -\x77\x48\x47\x57\x48\x57\x69\x74\x2f\x67\x2f\x6a\x39\x31\x67\x6a\ -\x58\x46\x56\x39\x20\x62\x61\x34\x34\x2f\x4f\x50\x70\x48\x47\x73\ -\x32\x4d\x4f\x64\x46\x64\x7a\x2b\x55\x53\x71\x57\x78\x52\x43\x54\ -\x73\x56\x32\x66\x5a\x36\x4a\x70\x51\x32\x37\x61\x46\x33\x71\x36\ -\x75\x5a\x53\x72\x79\x48\x30\x42\x46\x34\x62\x4c\x4e\x47\x30\x5a\ -\x65\x4b\x53\x4b\x62\x55\x62\x6b\x6f\x6b\x79\x2f\x38\x48\x76\x68\ -\x39\x20\x54\x79\x4a\x79\x4e\x47\x70\x65\x4d\x54\x41\x77\x74\x52\ -\x61\x58\x69\x2f\x73\x6c\x38\x52\x75\x7a\x69\x39\x79\x51\x4b\x34\ -\x35\x38\x78\x32\x65\x58\x47\x55\x4e\x76\x76\x47\x76\x6c\x55\x39\ -\x62\x38\x72\x47\x6d\x6d\x71\x78\x45\x42\x6c\x41\x6c\x54\x31\x51\ -\x6f\x76\x41\x72\x37\x58\x76\x4b\x47\x6f\x6c\x42\x47\x76\x20\x77\ -\x47\x77\x51\x33\x79\x65\x31\x61\x71\x42\x78\x79\x50\x75\x6b\x33\ -\x7a\x59\x31\x6d\x4c\x47\x78\x35\x57\x70\x71\x4e\x55\x47\x5a\x4b\ -\x59\x73\x32\x78\x61\x73\x7a\x37\x76\x42\x39\x61\x4a\x52\x6b\x72\ -\x59\x78\x75\x42\x64\x2f\x76\x31\x34\x69\x38\x73\x6c\x5a\x73\x56\ -\x35\x58\x72\x41\x42\x4b\x52\x79\x4c\x4f\x4d\x20\x34\x52\x67\x56\ -\x54\x59\x76\x57\x4d\x67\x6b\x64\x46\x5a\x55\x68\x4b\x2f\x71\x58\ -\x68\x59\x75\x57\x33\x44\x45\x58\x4e\x61\x36\x42\x67\x59\x46\x74\ -\x69\x55\x6a\x6b\x31\x65\x44\x65\x43\x54\x54\x58\x36\x56\x36\x58\ -\x69\x43\x79\x2f\x64\x72\x43\x30\x76\x68\x32\x33\x79\x66\x59\x4e\ -\x65\x71\x7a\x79\x48\x73\x66\x70\x20\x54\x63\x65\x6a\x6e\x36\x7a\ -\x67\x76\x67\x6f\x6c\x69\x44\x64\x70\x38\x62\x45\x78\x4b\x31\x38\ -\x74\x46\x50\x4c\x54\x49\x6b\x6f\x62\x4e\x37\x67\x66\x59\x6e\x31\ -\x4a\x33\x43\x4a\x36\x38\x57\x42\x70\x2f\x5a\x79\x33\x41\x54\x56\ -\x69\x74\x77\x68\x59\x38\x57\x6a\x34\x46\x4c\x53\x56\x79\x61\x33\ -\x43\x31\x36\x64\x69\x20\x70\x4e\x76\x4f\x77\x47\x57\x69\x68\x4e\ -\x52\x79\x4d\x45\x5a\x50\x46\x65\x51\x4b\x55\x4e\x75\x66\x4c\x33\ -\x77\x4c\x77\x48\x47\x63\x78\x59\x47\x79\x58\x62\x65\x75\x4e\x4c\ -\x57\x66\x57\x7a\x7a\x61\x64\x5a\x61\x6f\x2b\x6d\x55\x73\x47\x38\ -\x70\x71\x4c\x70\x6a\x75\x2b\x39\x6b\x52\x4a\x42\x4a\x4c\x75\x36\ -\x30\x72\x20\x2f\x79\x4e\x6f\x37\x58\x4f\x77\x77\x4b\x41\x67\x41\ -\x34\x6f\x47\x51\x43\x4d\x54\x4b\x41\x68\x56\x69\x45\x63\x4f\x44\ -\x4e\x44\x63\x6a\x69\x4c\x55\x4d\x78\x67\x46\x33\x34\x41\x56\x72\ -\x41\x51\x71\x61\x75\x71\x54\x6a\x47\x30\x62\x77\x4b\x31\x6e\x68\ -\x56\x62\x44\x54\x6d\x64\x59\x48\x75\x52\x78\x30\x45\x56\x6f\x20\ -\x4f\x38\x72\x43\x56\x49\x66\x51\x5a\x47\x33\x69\x7a\x34\x70\x64\ -\x31\x37\x77\x36\x6e\x54\x35\x67\x6b\x59\x37\x56\x75\x46\x5a\x61\ -\x4d\x74\x67\x54\x30\x6b\x37\x33\x39\x78\x55\x39\x32\x4e\x74\x39\ -\x77\x73\x48\x51\x4b\x73\x56\x30\x79\x32\x4f\x50\x6c\x46\x4a\x4f\ -\x35\x42\x50\x5a\x51\x75\x6c\x71\x5a\x72\x6b\x45\x20\x4d\x46\x67\ -\x71\x33\x52\x4f\x50\x4c\x50\x2b\x6f\x49\x4a\x63\x33\x72\x52\x4b\ -\x51\x61\x2f\x42\x38\x4c\x64\x74\x2b\x50\x2b\x6c\x34\x39\x42\x72\ -\x31\x62\x4f\x53\x44\x51\x42\x48\x50\x48\x4b\x50\x54\x64\x4d\x79\ -\x2f\x70\x72\x41\x64\x45\x73\x71\x35\x6f\x61\x45\x31\x69\x55\x6a\ -\x34\x66\x34\x48\x44\x6d\x6c\x5a\x56\x20\x67\x6c\x73\x72\x62\x5a\ -\x4f\x48\x75\x63\x41\x75\x48\x78\x49\x43\x69\x50\x4a\x6d\x6e\x38\ -\x57\x56\x6f\x41\x61\x2b\x30\x6d\x36\x2f\x46\x59\x34\x54\x46\x5a\ -\x55\x4c\x67\x61\x2f\x5a\x59\x44\x41\x76\x77\x6e\x30\x6f\x64\x77\ -\x4e\x4c\x65\x75\x4c\x4f\x56\x33\x76\x69\x7a\x76\x32\x64\x68\x67\ -\x32\x56\x53\x59\x5a\x4e\x20\x6a\x59\x68\x45\x49\x67\x74\x45\x39\ -\x62\x4f\x2b\x31\x34\x65\x38\x65\x37\x61\x4e\x49\x34\x77\x62\x2b\ -\x6c\x52\x44\x2b\x34\x30\x71\x39\x75\x68\x73\x59\x53\x69\x64\x4b\ -\x5a\x52\x4f\x7a\x42\x61\x47\x6a\x73\x38\x57\x68\x67\x38\x4d\x71\ -\x49\x6b\x68\x66\x41\x43\x6b\x63\x55\x69\x7a\x4f\x42\x32\x50\x74\ -\x4e\x62\x62\x20\x68\x46\x7a\x44\x76\x33\x33\x72\x58\x4f\x56\x41\ -\x6f\x4f\x46\x48\x4d\x44\x6b\x78\x45\x38\x41\x59\x74\x2f\x48\x70\ -\x76\x38\x4f\x75\x51\x72\x34\x51\x33\x79\x6e\x7a\x5a\x76\x69\x53\ -\x63\x33\x56\x38\x49\x71\x43\x79\x62\x4e\x6c\x77\x69\x7a\x4b\x41\ -\x4c\x63\x38\x2f\x41\x62\x52\x36\x37\x52\x4a\x52\x34\x58\x4d\x4b\ -\x20\x30\x7a\x42\x77\x6b\x41\x6a\x6f\x56\x61\x6c\x59\x31\x30\x33\ -\x4d\x67\x65\x50\x79\x73\x75\x37\x31\x6e\x77\x44\x66\x44\x50\x48\ -\x51\x52\x48\x54\x35\x32\x33\x79\x57\x54\x34\x43\x67\x41\x59\x57\ -\x63\x69\x6c\x35\x73\x54\x61\x67\x58\x72\x34\x33\x48\x73\x61\x4e\ -\x62\x58\x6c\x2f\x64\x78\x4b\x54\x69\x30\x5a\x64\x50\x20\x70\x32\ -\x56\x48\x52\x50\x32\x30\x74\x59\x4a\x6a\x6e\x61\x45\x35\x6c\x36\ -\x39\x70\x78\x69\x34\x50\x57\x46\x56\x64\x72\x4e\x59\x57\x41\x70\ -\x47\x66\x5a\x30\x71\x6c\x58\x4f\x73\x65\x34\x33\x43\x4e\x76\x42\ -\x39\x51\x47\x77\x68\x39\x50\x4f\x43\x57\x33\x34\x66\x4b\x37\x2f\ -\x46\x55\x47\x50\x63\x48\x58\x69\x4f\x4b\x20\x69\x2f\x41\x6a\x6f\ -\x2b\x62\x65\x71\x61\x34\x6a\x68\x4c\x30\x4d\x58\x34\x4b\x6f\x2f\ -\x47\x6d\x67\x4e\x50\x79\x74\x36\x62\x79\x58\x6e\x55\x52\x6a\x45\ -\x42\x41\x49\x66\x4c\x79\x5a\x31\x74\x46\x58\x4c\x42\x61\x79\x2b\ -\x61\x47\x50\x6d\x72\x4b\x37\x67\x67\x5a\x2b\x6d\x62\x55\x2b\x6b\ -\x73\x67\x4e\x46\x41\x57\x78\x20\x34\x6a\x76\x45\x44\x49\x57\x65\ -\x62\x43\x41\x62\x36\x76\x51\x56\x4b\x33\x56\x47\x37\x70\x73\x41\ -\x61\x45\x32\x45\x72\x33\x33\x2f\x6f\x6e\x64\x53\x33\x79\x4b\x2f\ -\x6a\x42\x73\x2f\x39\x50\x6b\x31\x59\x6f\x74\x4f\x4b\x68\x65\x74\ -\x43\x6e\x63\x49\x38\x68\x48\x67\x50\x46\x52\x66\x30\x64\x77\x49\ -\x37\x6d\x30\x6c\x20\x2f\x35\x61\x4d\x68\x6f\x2b\x63\x2b\x76\x70\ -\x32\x44\x6d\x76\x57\x55\x46\x62\x68\x72\x62\x34\x72\x56\x54\x34\ -\x59\x69\x55\x54\x38\x4a\x78\x31\x71\x6d\x77\x54\x6e\x58\x5a\x72\ -\x4e\x46\x56\x64\x6b\x42\x30\x74\x66\x48\x68\x67\x59\x32\x4a\x62\ -\x4a\x46\x58\x38\x4a\x73\x67\x61\x52\x39\x36\x54\x69\x30\x62\x50\ -\x53\x20\x38\x65\x69\x39\x41\x6a\x38\x4f\x69\x66\x75\x57\x64\x73\ -\x63\x42\x71\x47\x5a\x53\x4c\x53\x55\x43\x45\x61\x5a\x74\x79\x6a\ -\x4a\x62\x32\x4f\x55\x42\x4b\x30\x6a\x35\x74\x66\x67\x4d\x54\x55\ -\x57\x34\x61\x71\x70\x39\x78\x65\x69\x50\x42\x4e\x36\x63\x7a\x57\ -\x5a\x48\x78\x4f\x69\x4e\x71\x4c\x77\x66\x34\x55\x78\x31\x20\x39\ -\x61\x44\x2b\x58\x47\x46\x68\x58\x37\x37\x77\x7a\x50\x37\x42\x77\ -\x6a\x6c\x39\x75\x56\x7a\x62\x48\x72\x6c\x30\x4a\x42\x49\x48\x76\ -\x64\x52\x6e\x56\x63\x55\x31\x65\x68\x47\x7a\x33\x48\x6f\x44\x6b\ -\x43\x30\x4d\x6e\x59\x58\x71\x61\x32\x72\x5a\x6b\x36\x41\x6e\x62\ -\x6e\x6c\x73\x6b\x36\x2f\x49\x57\x2f\x2f\x49\x20\x79\x50\x6f\x46\ -\x69\x78\x61\x2f\x73\x49\x47\x38\x65\x58\x72\x7a\x4e\x6f\x48\x35\ -\x38\x2f\x39\x4a\x62\x52\x68\x68\x39\x46\x43\x2f\x63\x38\x59\x7a\ -\x6d\x35\x39\x69\x66\x4b\x6a\x52\x32\x59\x36\x76\x70\x59\x52\x6d\ -\x56\x49\x71\x6f\x4a\x78\x78\x65\x77\x6e\x62\x64\x66\x39\x70\x53\ -\x4e\x30\x75\x6e\x44\x31\x68\x55\x20\x7a\x30\x71\x46\x75\x79\x62\ -\x5a\x38\x59\x58\x4e\x43\x77\x52\x75\x44\x42\x67\x39\x5a\x4b\x41\ -\x77\x64\x45\x79\x6d\x55\x50\x70\x51\x74\x6a\x44\x30\x50\x53\x73\ -\x38\x32\x61\x52\x54\x6a\x36\x6a\x2b\x45\x43\x73\x72\x42\x34\x6f\ -\x6a\x66\x67\x59\x4c\x4d\x34\x35\x63\x63\x65\x54\x33\x6b\x38\x67\ -\x72\x4c\x77\x71\x4b\x20\x2b\x7a\x36\x66\x35\x58\x56\x55\x35\x5a\ -\x51\x62\x79\x77\x4b\x69\x63\x41\x76\x67\x56\x4e\x56\x50\x44\x78\ -\x48\x68\x4e\x6d\x76\x74\x6c\x49\x7a\x30\x4b\x6d\x6e\x56\x37\x7a\ -\x71\x4f\x6d\x45\x70\x5a\x59\x72\x61\x78\x71\x77\x4f\x57\x51\x65\ -\x58\x31\x50\x73\x76\x58\x44\x68\x53\x47\x62\x35\x31\x71\x35\x37\ -\x36\x42\x20\x77\x71\x31\x39\x75\x63\x4c\x33\x41\x50\x6f\x47\x53\ -\x2f\x66\x30\x35\x2f\x4d\x66\x36\x78\x38\x73\x33\x4a\x67\x70\x46\ -\x74\x65\x78\x48\x52\x49\x6a\x4c\x75\x37\x37\x38\x53\x58\x48\x79\ -\x52\x63\x4c\x68\x5a\x47\x64\x49\x6b\x68\x75\x44\x37\x4c\x46\x34\ -\x65\x2b\x34\x78\x6a\x32\x63\x63\x5a\x2b\x33\x63\x35\x4e\x4f\x20\ -\x6c\x32\x39\x2f\x32\x64\x71\x31\x61\x38\x63\x55\x76\x67\x46\x65\ -\x6c\x74\x45\x62\x57\x7a\x34\x68\x69\x2b\x72\x72\x36\x78\x74\x56\ -\x76\x46\x6b\x7a\x56\x56\x61\x75\x39\x6e\x6b\x6f\x33\x41\x6f\x56\ -\x6c\x44\x71\x42\x63\x2b\x76\x38\x30\x44\x4f\x62\x74\x36\x6e\x42\ -\x42\x74\x7a\x78\x37\x45\x56\x30\x52\x33\x7a\x32\x20\x4a\x6b\x41\ -\x36\x70\x56\x46\x53\x79\x4c\x65\x49\x4c\x36\x4c\x6a\x77\x39\x44\ -\x47\x49\x57\x35\x74\x30\x57\x68\x48\x2f\x63\x65\x6a\x4b\x6d\x75\ -\x61\x31\x36\x65\x64\x38\x43\x46\x55\x72\x63\x75\x71\x32\x4b\x49\ -\x69\x5a\x32\x63\x4b\x51\x32\x66\x32\x35\x59\x62\x72\x4d\x33\x4f\ -\x70\x37\x75\x36\x45\x51\x52\x71\x4c\x20\x79\x64\x74\x55\x39\x4c\ -\x57\x5a\x34\x76\x44\x5a\x32\x56\x4a\x70\x6b\x74\x6e\x72\x32\x59\ -\x45\x31\x6c\x58\x66\x69\x6c\x39\x30\x6f\x46\x30\x35\x54\x57\x6c\ -\x7a\x53\x43\x65\x64\x4d\x4c\x36\x4f\x71\x50\x34\x52\x76\x73\x56\ -\x5a\x57\x39\x77\x38\x57\x56\x32\x66\x7a\x30\x35\x50\x74\x4e\x6b\ -\x59\x6d\x4d\x5a\x50\x52\x20\x4e\x30\x78\x6e\x2f\x39\x6e\x43\x4c\ -\x67\x31\x59\x79\x65\x35\x6c\x4a\x30\x4d\x72\x79\x31\x6c\x6b\x55\ -\x76\x32\x73\x47\x55\x66\x4d\x2b\x36\x48\x37\x4e\x61\x52\x75\x44\ -\x47\x30\x62\x2b\x38\x68\x63\x58\x55\x63\x4e\x75\x64\x78\x49\x78\ -\x6c\x67\x35\x76\x75\x5a\x34\x4c\x4d\x67\x48\x45\x35\x48\x49\x34\ -\x58\x37\x62\x20\x42\x71\x56\x53\x6c\x32\x6d\x70\x61\x4c\x42\x6c\ -\x36\x47\x4f\x6b\x62\x6a\x50\x66\x6d\x59\x2b\x46\x66\x53\x6b\x64\ -\x6a\x51\x71\x6a\x71\x6a\x70\x70\x48\x35\x74\x49\x70\x53\x47\x6f\ -\x53\x4a\x79\x64\x36\x43\x49\x41\x63\x4e\x58\x55\x4a\x31\x6e\x55\ -\x4b\x78\x4c\x37\x6e\x48\x52\x63\x43\x56\x55\x78\x66\x63\x32\x72\ -\x20\x4c\x57\x61\x63\x46\x4b\x79\x75\x54\x34\x59\x56\x61\x50\x78\ -\x4d\x78\x68\x41\x35\x59\x79\x42\x66\x2b\x6d\x48\x7a\x52\x67\x54\ -\x34\x4c\x75\x4d\x54\x45\x31\x73\x55\x66\x64\x46\x41\x66\x6b\x37\ -\x4b\x41\x43\x30\x6f\x46\x42\x34\x70\x4b\x72\x36\x30\x6d\x6b\x34\ -\x43\x6b\x30\x6f\x52\x31\x35\x47\x4b\x52\x53\x39\x48\x20\x39\x51\ -\x62\x67\x45\x4a\x44\x66\x43\x6e\x70\x73\x4a\x6c\x64\x38\x2f\x6b\ -\x42\x56\x6d\x53\x51\x64\x6a\x61\x37\x6f\x69\x54\x74\x54\x31\x73\ -\x53\x79\x68\x65\x47\x37\x67\x42\x5a\x79\x73\x49\x69\x65\x75\x77\ -\x4d\x43\x42\x54\x4f\x47\x58\x52\x71\x77\x46\x4e\x2f\x73\x71\x69\ -\x4a\x6c\x76\x57\x36\x75\x72\x73\x46\x59\x20\x38\x79\x48\x38\x5a\ -\x6b\x74\x46\x50\x7a\x46\x6c\x50\x39\x63\x73\x6f\x62\x39\x55\x79\ -\x67\x75\x32\x70\x67\x49\x52\x4d\x45\x5a\x39\x6d\x66\x57\x65\x55\ -\x71\x66\x32\x41\x59\x68\x71\x69\x36\x71\x6f\x52\x57\x36\x74\x2f\ -\x56\x75\x52\x34\x2f\x7a\x50\x4a\x76\x55\x6d\x5a\x46\x52\x50\x6d\ 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-\x4e\x36\x62\x76\x4e\x79\x68\x62\x79\x45\x46\x76\x69\x4b\x20\x78\ -\x63\x30\x56\x71\x6a\x72\x6c\x74\x63\x62\x57\x55\x31\x4b\x78\x62\ -\x74\x2b\x41\x55\x32\x55\x6b\x67\x38\x6a\x71\x46\x55\x32\x46\x32\ -\x51\x36\x58\x6d\x36\x76\x71\x44\x61\x67\x61\x76\x79\x5a\x75\x58\ -\x4c\x57\x33\x4e\x68\x78\x74\x64\x52\x75\x70\x46\x79\x75\x4d\x73\ -\x2b\x65\x4e\x6c\x74\x76\x2b\x63\x4b\x61\x43\x20\x56\x43\x57\x53\ -\x76\x57\x75\x54\x46\x6f\x6e\x6b\x71\x6d\x4a\x48\x64\x52\x4a\x45\ -\x79\x71\x50\x57\x54\x73\x69\x77\x50\x4a\x61\x2b\x72\x67\x59\x51\ -\x34\x62\x36\x42\x67\x59\x46\x74\x6a\x65\x73\x39\x5a\x72\x63\x65\ -\x43\x61\x44\x77\x71\x34\x46\x38\x36\x53\x61\x61\x45\x49\x31\x47\ -\x6c\x77\x68\x38\x71\x4c\x35\x41\x20\x2b\x65\x42\x67\x59\x66\x6a\ -\x58\x4f\x2f\x47\x32\x5a\x67\x53\x46\x51\x6d\x47\x72\x69\x4f\x39\ -\x44\x79\x72\x67\x71\x6b\x39\x6e\x6f\x41\x5a\x37\x51\x58\x79\x5a\ -\x58\x50\x47\x31\x67\x6f\x48\x68\x6e\x32\x6e\x45\x4f\x36\x59\x6b\ -\x35\x56\x38\x30\x7a\x46\x45\x54\x35\x6e\x73\x42\x78\x65\x4a\x6e\ -\x78\x6c\x6b\x70\x46\x20\x70\x71\x52\x71\x56\x49\x76\x76\x72\x57\ -\x6f\x6b\x77\x71\x75\x6e\x2b\x56\x5a\x6d\x48\x4c\x73\x73\x59\x49\ -\x57\x30\x63\x67\x6f\x2b\x66\x55\x71\x69\x4d\x69\x55\x78\x4c\x52\ -\x32\x50\x76\x69\x63\x56\x6a\x37\x78\x67\x5a\x36\x39\x42\x6a\x48\ -\x34\x41\x6e\x38\x39\x41\x34\x50\x4c\x6d\x48\x38\x41\x75\x51\x63\ -\x6a\x39\x20\x49\x4c\x55\x5a\x74\x4d\x6c\x73\x6c\x49\x78\x55\x39\ -\x63\x55\x30\x56\x44\x5a\x36\x52\x75\x4f\x71\x64\x52\x34\x56\x6f\ -\x35\x70\x56\x36\x41\x76\x38\x32\x6e\x69\x57\x64\x67\x33\x2f\x71\ -\x59\x45\x6d\x45\x65\x6a\x41\x54\x75\x6f\x68\x70\x31\x43\x58\x76\ -\x51\x30\x30\x44\x73\x64\x32\x43\x46\x71\x58\x6c\x42\x46\x44\x20\ -\x69\x35\x7a\x75\x66\x48\x47\x66\x51\x79\x33\x7a\x56\x66\x31\x72\ -\x73\x34\x79\x50\x4f\x37\x72\x6c\x65\x4b\x72\x73\x64\x57\x75\x6c\ -\x52\x65\x46\x53\x4b\x6f\x46\x7a\x71\x58\x36\x33\x6f\x76\x35\x71\ -\x74\x78\x31\x65\x4d\x2f\x51\x42\x41\x49\x4c\x38\x49\x56\x73\x63\ -\x75\x6e\x49\x48\x33\x38\x79\x4d\x59\x30\x6e\x58\x20\x2b\x6d\x38\ -\x77\x58\x73\x75\x73\x51\x2b\x43\x73\x71\x62\x77\x39\x45\x34\x6c\ -\x45\x64\x32\x2f\x63\x2b\x61\x73\x59\x37\x6b\x4e\x34\x71\x38\x4a\ -\x6d\x67\x63\x74\x42\x76\x2b\x55\x64\x51\x79\x2f\x49\x46\x67\x72\ -\x33\x74\x54\x73\x47\x56\x49\x76\x76\x49\x71\x30\x79\x54\x4d\x72\ -\x7a\x61\x6b\x37\x70\x63\x34\x31\x64\x20\x4e\x79\x51\x30\x63\x6f\ -\x62\x50\x30\x73\x66\x48\x43\x45\x79\x6d\x6c\x52\x56\x49\x4a\x69\ -\x50\x2f\x6b\x6f\x35\x47\x54\x30\x58\x35\x75\x4d\x48\x38\x36\x79\ -\x54\x62\x54\x51\x76\x65\x7a\x43\x42\x6e\x74\x61\x37\x52\x68\x77\ -\x5a\x4c\x49\x37\x34\x33\x2b\x46\x77\x6a\x6d\x31\x30\x2f\x30\x74\ -\x42\x72\x64\x6e\x49\x38\x20\x33\x74\x58\x43\x48\x38\x72\x6b\x53\ -\x6e\x64\x49\x64\x66\x67\x67\x79\x4e\x6e\x4e\x36\x31\x46\x62\x59\ -\x2b\x64\x33\x61\x43\x6a\x77\x75\x75\x62\x56\x61\x39\x5a\x51\x52\ -\x75\x72\x69\x66\x79\x6a\x36\x70\x6c\x57\x72\x57\x68\x6a\x58\x48\ -\x6b\x54\x72\x73\x32\x57\x71\x36\x74\x64\x72\x4f\x53\x30\x6b\x6b\ -\x38\x6e\x39\x20\x51\x57\x6f\x5a\x31\x74\x5a\x41\x35\x38\x4b\x57\ -\x67\x47\x4d\x4a\x72\x47\x35\x34\x65\x57\x76\x4c\x51\x56\x54\x72\ -\x77\x78\x49\x56\x2b\x34\x76\x57\x31\x58\x4a\x2b\x39\x5a\x38\x62\ -\x46\x75\x79\x2f\x70\x43\x57\x37\x63\x68\x77\x6e\x69\x6d\x68\x4e\ -\x31\x57\x49\x55\x6c\x51\x75\x59\x6f\x78\x37\x52\x36\x57\x44\x4e\ -\x20\x47\x73\x71\x71\x2b\x69\x47\x66\x56\x59\x47\x67\x47\x72\x38\ -\x5a\x37\x54\x70\x43\x6f\x64\x41\x6d\x68\x5a\x6a\x41\x44\x59\x67\ -\x2b\x76\x7a\x39\x58\x4f\x46\x41\x74\x64\x34\x4b\x63\x4a\x38\x67\ -\x58\x74\x73\x65\x30\x51\x6f\x52\x72\x66\x52\x59\x62\x46\x37\x64\ -\x6c\x5a\x44\x49\x58\x32\x43\x55\x42\x61\x39\x55\x71\x20\x51\x69\ -\x67\x74\x4e\x52\x64\x52\x75\x61\x6e\x35\x53\x64\x6f\x62\x69\x2f\ -\x58\x30\x78\x4a\x32\x76\x70\x65\x4c\x4f\x69\x4c\x48\x6d\x51\x51\ -\x4b\x65\x73\x37\x52\x56\x50\x54\x6f\x64\x69\x2f\x6b\x61\x51\x6b\ -\x77\x48\x4c\x76\x5a\x69\x66\x4f\x6b\x55\x35\x6b\x70\x6d\x79\x46\ -\x5a\x37\x4a\x68\x42\x53\x76\x67\x52\x73\x20\x42\x53\x52\x67\x78\ -\x59\x2b\x74\x62\x78\x56\x75\x41\x46\x42\x30\x64\x64\x70\x78\x44\ -\x6d\x78\x63\x6d\x53\x67\x4f\x2f\x78\x52\x34\x75\x4c\x72\x2b\x6e\ -\x62\x57\x4f\x2f\x6b\x59\x59\x30\x55\x59\x4b\x53\x65\x71\x52\x34\ -\x57\x36\x2f\x32\x69\x4b\x34\x70\x74\x48\x50\x38\x48\x6c\x2b\x78\ -\x35\x6f\x4f\x78\x42\x30\x37\x20\x6a\x6c\x72\x32\x67\x39\x7a\x70\ -\x71\x33\x73\x6d\x39\x71\x54\x36\x39\x57\x48\x2f\x30\x4c\x6a\x4b\ -\x43\x33\x68\x31\x66\x66\x30\x6e\x51\x76\x50\x32\x75\x57\x58\x43\ -\x65\x69\x66\x38\x62\x4e\x42\x44\x71\x67\x66\x36\x6c\x6c\x2b\x4c\ -\x54\x56\x44\x74\x2b\x36\x68\x79\x33\x77\x53\x35\x73\x6a\x71\x7a\ -\x76\x46\x73\x68\x20\x4e\x37\x54\x2b\x4f\x6e\x7a\x49\x70\x4b\x71\ -\x63\x6e\x30\x67\x73\x6e\x62\x53\x47\x32\x4e\x66\x58\x4e\x7a\x70\ -\x71\x36\x65\x6e\x4c\x46\x63\x37\x71\x48\x79\x7a\x65\x63\x6c\x41\ -\x69\x6b\x52\x54\x44\x39\x78\x48\x2b\x35\x4f\x54\x79\x6c\x77\x49\ -\x63\x6c\x45\x69\x6b\x65\x68\x4f\x4f\x2f\x2f\x66\x63\x67\x49\x48\ -\x43\x20\x38\x47\x33\x34\x5a\x48\x72\x41\x4f\x64\x76\x78\x56\x6d\ -\x59\x4d\x75\x79\x52\x67\x50\x56\x4a\x61\x66\x69\x49\x65\x75\x58\ -\x4d\x43\x46\x44\x73\x68\x75\x2b\x70\x4a\x4f\x47\x64\x59\x30\x66\ -\x73\x55\x56\x68\x75\x52\x4c\x78\x6f\x6a\x70\x77\x43\x48\x49\x6a\ -\x7a\x68\x47\x55\x4c\x59\x76\x36\x56\x6a\x6b\x62\x2b\x6c\x20\x48\ -\x4f\x65\x4e\x62\x54\x57\x66\x6d\x75\x44\x4e\x63\x76\x68\x4f\x7a\ -\x77\x34\x74\x33\x48\x2f\x4a\x6e\x42\x58\x38\x70\x34\x50\x71\x73\ -\x4b\x37\x57\x4b\x2f\x69\x71\x35\x6a\x6f\x56\x67\x49\x6a\x57\x31\ -\x6f\x75\x71\x4f\x36\x47\x46\x36\x46\x61\x6f\x69\x4e\x54\x31\x36\ -\x4a\x65\x4f\x7a\x67\x74\x65\x30\x72\x78\x2f\x20\x66\x32\x35\x6f\ -\x6a\x53\x4c\x31\x48\x37\x30\x52\x33\x68\x38\x4f\x68\x31\x73\x36\ -\x39\x61\x74\x54\x2f\x4c\x55\x66\x30\x4c\x7a\x79\x2f\x41\x34\x2f\ -\x2b\x37\x41\x70\x6f\x57\x72\x72\x42\x71\x71\x4b\x62\x61\x6b\x5a\ -\x39\x63\x61\x37\x56\x6b\x4b\x74\x6f\x4b\x36\x6c\x57\x48\x46\x6b\ -\x67\x73\x2b\x6a\x56\x4d\x62\x4f\x20\x6f\x39\x37\x4d\x72\x4e\x39\ -\x71\x44\x6e\x69\x43\x71\x51\x33\x74\x72\x47\x42\x61\x42\x4f\x34\ -\x53\x69\x58\x42\x4b\x68\x4e\x72\x33\x2f\x37\x41\x4e\x64\x75\x77\ -\x32\x51\x38\x45\x6d\x75\x4b\x71\x2b\x76\x6e\x38\x64\x57\x67\x36\ -\x30\x6e\x65\x6d\x72\x74\x62\x52\x46\x49\x70\x45\x46\x5a\x58\x56\ -\x2f\x71\x76\x41\x55\x20\x4c\x6d\x2f\x49\x78\x35\x33\x58\x39\x63\ -\x52\x6a\x66\x36\x71\x6f\x32\x36\x2f\x4b\x31\x77\x36\x4b\x78\x61\ -\x62\x79\x42\x6c\x57\x74\x44\x69\x55\x6e\x4c\x49\x52\x44\x30\x74\ -\x47\x6c\x6b\x77\x6b\x76\x7a\x68\x70\x32\x7a\x5a\x44\x51\x79\x4a\ -\x6b\x2b\x53\x37\x64\x75\x71\x57\x68\x39\x46\x69\x65\x52\x53\x48\ -\x53\x72\x20\x38\x6a\x33\x67\x56\x36\x5a\x6a\x33\x69\x48\x39\x67\ -\x2f\x6b\x72\x58\x47\x76\x33\x52\x64\x6e\x58\x57\x6a\x6c\x64\x56\ -\x51\x34\x44\x50\x67\x2b\x53\x46\x74\x47\x76\x62\x5a\x33\x58\x57\ -\x55\x7a\x48\x6f\x6c\x63\x33\x32\x6c\x31\x4e\x68\x67\x55\x64\x38\ -\x6d\x5a\x38\x41\x36\x5a\x38\x59\x56\x65\x4a\x75\x72\x57\x44\x20\ -\x61\x2f\x51\x4c\x65\x44\x4f\x47\x38\x38\x73\x42\x62\x65\x6c\x70\ -\x7a\x4f\x53\x48\x2f\x30\x5a\x74\x43\x6c\x70\x34\x54\x62\x50\x2b\ -\x55\x54\x78\x66\x2b\x69\x37\x56\x70\x36\x51\x67\x6c\x2f\x55\x34\ -\x54\x6b\x73\x4e\x52\x43\x32\x58\x55\x68\x30\x53\x4b\x55\x51\x58\ -\x68\x43\x59\x78\x33\x56\x44\x47\x68\x78\x4d\x4e\x20\x77\x37\x4c\ -\x70\x59\x6a\x55\x45\x42\x61\x6b\x46\x4f\x6c\x73\x6d\x32\x50\x4b\ -\x41\x63\x46\x31\x54\x46\x79\x42\x55\x6b\x57\x2f\x66\x32\x70\x44\ -\x78\x65\x71\x6f\x52\x64\x58\x35\x52\x78\x51\x5a\x30\x67\x74\x78\ -\x77\x77\x75\x6b\x2b\x77\x7a\x73\x4e\x4b\x50\x77\x77\x55\x79\x69\ -\x30\x74\x4f\x73\x59\x61\x7a\x35\x63\x20\x61\x39\x63\x52\x4b\x78\ -\x66\x74\x46\x76\x58\x4b\x53\x57\x41\x44\x6f\x65\x2f\x52\x6f\x4c\ -\x78\x61\x67\x38\x44\x72\x70\x69\x4e\x77\x4f\x54\x38\x59\x75\x45\ -\x62\x67\x6d\x61\x4a\x73\x77\x6e\x41\x66\x38\x46\x58\x51\x6f\x31\ -\x42\x75\x55\x75\x48\x30\x68\x2f\x4c\x35\x4b\x53\x65\x34\x72\x42\ -\x46\x66\x42\x2b\x75\x4b\x20\x42\x6d\x62\x55\x35\x47\x49\x36\x32\ -\x42\x55\x42\x79\x36\x6a\x53\x34\x76\x67\x72\x38\x4c\x73\x4e\x47\ -\x7a\x62\x55\x43\x58\x4e\x42\x72\x62\x77\x59\x57\x47\x41\x77\x48\ -\x36\x6f\x39\x51\x63\x58\x79\x53\x71\x41\x34\x55\x43\x6a\x38\x4d\ -\x56\x73\x6f\x33\x4a\x66\x4a\x46\x79\x2b\x78\x67\x56\x42\x55\x68\ -\x56\x65\x44\x20\x33\x67\x39\x63\x59\x47\x52\x4b\x72\x6f\x71\x67\ -\x34\x74\x65\x65\x38\x4b\x54\x70\x32\x44\x59\x4a\x57\x57\x37\x58\ -\x49\x70\x63\x62\x2f\x67\x65\x31\x34\x72\x6e\x4b\x52\x56\x55\x64\ -\x71\x79\x5a\x49\x62\x56\x69\x33\x78\x4e\x33\x57\x4d\x59\x48\x48\ -\x63\x79\x74\x55\x4c\x46\x70\x37\x7a\x2f\x4d\x73\x37\x74\x64\x70\ -\x20\x36\x6f\x2f\x7a\x66\x4f\x53\x6b\x77\x61\x70\x4d\x33\x70\x71\ -\x4f\x52\x45\x36\x69\x47\x52\x33\x75\x4e\x34\x45\x78\x41\x49\x58\ -\x54\x34\x76\x46\x77\x75\x6d\x57\x62\x64\x75\x38\x6c\x47\x6a\x34\ -\x46\x71\x72\x32\x4e\x77\x69\x32\x46\x51\x6d\x48\x43\x39\x48\x30\ -\x30\x47\x6c\x32\x43\x61\x47\x30\x57\x61\x69\x75\x42\x20\x79\x6b\ -\x54\x74\x71\x76\x4c\x6f\x42\x56\x54\x4a\x6f\x4b\x72\x36\x33\x63\ -\x48\x42\x63\x52\x76\x30\x67\x35\x59\x75\x33\x64\x66\x41\x5a\x32\ -\x72\x37\x57\x6d\x4e\x62\x53\x4c\x66\x70\x57\x50\x63\x52\x4b\x4b\ -\x2b\x71\x76\x76\x78\x4a\x70\x6c\x53\x61\x4d\x33\x6e\x66\x48\x55\ -\x47\x68\x55\x4e\x69\x4b\x34\x74\x64\x54\x20\x75\x2f\x79\x70\x7a\ -\x52\x76\x39\x48\x76\x78\x31\x48\x42\x69\x4c\x48\x51\x66\x65\x5a\ -\x36\x6e\x43\x59\x51\x4b\x44\x43\x70\x63\x52\x4b\x6a\x76\x39\x2b\ -\x63\x4b\x5a\x6d\x63\x48\x43\x72\x35\x67\x47\x77\x62\x70\x4b\x6e\ -\x6d\x34\x6c\x37\x6d\x70\x72\x46\x38\x46\x73\x59\x38\x34\x44\x56\ -\x6a\x79\x79\x2f\x4c\x6e\x55\x20\x6a\x44\x67\x62\x30\x47\x70\x4d\ -\x49\x59\x73\x41\x58\x4c\x45\x6e\x70\x68\x33\x6e\x6b\x42\x58\x78\ -\x79\x4c\x45\x49\x70\x77\x45\x2f\x57\x68\x47\x50\x4a\x31\x4f\x78\ -\x79\x4b\x2f\x54\x73\x65\x69\x67\x73\x57\x50\x66\x43\x46\x58\x30\ -\x31\x35\x6c\x38\x38\x56\x67\x4e\x32\x68\x54\x4b\x4f\x39\x75\x64\ -\x76\x32\x72\x65\x20\x34\x4d\x4d\x59\x6c\x71\x38\x4d\x44\x44\x79\ -\x36\x55\x36\x4a\x30\x73\x77\x6d\x78\x55\x76\x30\x68\x61\x6e\x64\ -\x6c\x32\x35\x61\x57\x5a\x76\x46\x45\x6f\x66\x52\x74\x36\x73\x4d\ -\x31\x75\x53\x67\x52\x69\x54\x79\x72\x63\x66\x31\x67\x59\x66\x6a\ -\x58\x69\x74\x59\x4b\x71\x4b\x76\x54\x54\x75\x53\x44\x7a\x63\x63\ -\x59\x20\x74\x62\x78\x72\x2f\x42\x69\x49\x47\x72\x32\x75\x4f\x52\ -\x76\x4c\x5a\x74\x65\x50\x71\x45\x71\x4e\x32\x42\x73\x4d\x71\x6e\ -\x6e\x58\x39\x72\x77\x50\x52\x64\x37\x59\x38\x4f\x39\x76\x4e\x4b\ -\x38\x50\x6f\x56\x64\x51\x47\x2b\x34\x70\x31\x77\x77\x4d\x62\x4b\ -\x69\x4c\x43\x76\x5a\x47\x6f\x34\x36\x49\x66\x4c\x6a\x36\x20\x63\ -\x6b\x75\x51\x77\x49\x54\x33\x55\x4f\x37\x73\x2b\x42\x4a\x56\x75\ -\x57\x52\x46\x50\x70\x7a\x4c\x6a\x54\x52\x7a\x74\x30\x51\x74\x6e\ -\x38\x65\x37\x37\x37\x66\x5a\x67\x4e\x32\x75\x61\x39\x39\x6c\x36\ -\x48\x43\x76\x70\x76\x71\x51\x61\x49\x51\x4b\x62\x52\x56\x45\x74\ -\x4c\x50\x7a\x58\x72\x77\x4a\x6d\x61\x2b\x4a\x20\x36\x4e\x46\x39\ -\x75\x63\x4b\x2f\x6a\x6c\x6d\x2b\x52\x43\x58\x34\x6a\x46\x51\x38\ -\x65\x6c\x34\x71\x48\x6a\x6c\x39\x2b\x6d\x71\x6b\x34\x31\x36\x53\ -\x34\x34\x73\x34\x77\x58\x4e\x53\x6d\x6a\x76\x4d\x65\x63\x41\x53\ -\x6a\x46\x39\x55\x74\x6b\x47\x58\x43\x58\x4b\x72\x46\x51\x6e\x38\ -\x41\x74\x67\x69\x79\x6c\x55\x59\x20\x37\x71\x74\x59\x54\x67\x58\ -\x6d\x4b\x58\x70\x62\x52\x64\x33\x72\x42\x54\x6b\x4b\x65\x42\x79\ -\x56\x63\x79\x73\x42\x2b\x65\x39\x6b\x4d\x6a\x6b\x76\x6d\x78\x30\ -\x61\x6e\x4c\x4a\x34\x36\x76\x71\x79\x32\x6a\x55\x67\x6c\x56\x59\ -\x78\x2f\x39\x30\x49\x6d\x56\x4c\x70\x5a\x74\x52\x6a\x72\x6f\x76\ -\x71\x65\x35\x74\x72\x20\x54\x4c\x64\x43\x42\x5a\x46\x33\x56\x31\ -\x38\x47\x6a\x4e\x48\x76\x70\x4e\x4d\x48\x54\x42\x42\x68\x4d\x78\ -\x32\x6a\x6c\x77\x42\x35\x41\x45\x55\x2f\x6b\x48\x61\x36\x58\x39\ -\x61\x34\x76\x6c\x51\x71\x62\x54\x46\x69\x58\x38\x36\x34\x34\x65\ -\x63\x79\x69\x33\x74\x7a\x4f\x68\x71\x64\x55\x4b\x76\x51\x34\x4e\ -\x67\x56\x20\x77\x46\x4d\x41\x71\x72\x77\x32\x6d\x65\x78\x4b\x54\ -\x75\x63\x39\x78\x4f\x4e\x64\x42\x39\x65\x35\x64\x38\x71\x44\x41\ -\x2f\x6e\x53\x39\x59\x33\x72\x45\x30\x37\x58\x69\x30\x52\x71\x51\ -\x31\x34\x5a\x30\x6c\x42\x6e\x59\x37\x59\x73\x72\x74\x69\x76\x67\ -\x79\x36\x71\x37\x76\x2f\x35\x76\x6d\x4b\x78\x33\x6c\x61\x55\x20\ -\x69\x6e\x61\x39\x51\x6b\x58\x50\x72\x36\x37\x37\x33\x55\x43\x68\ -\x31\x4b\x4b\x38\x6b\x58\x4b\x36\x33\x34\x42\x55\x70\x57\x61\x55\ -\x7a\x7a\x52\x6d\x5a\x37\x73\x7a\x42\x67\x63\x33\x44\x6f\x6c\x6e\ -\x4e\x54\x63\x52\x79\x6e\x47\x4a\x37\x75\x35\x4a\x5a\x38\x76\x37\ -\x2b\x76\x6f\x65\x37\x38\x38\x56\x34\x76\x32\x35\x20\x77\x70\x76\ -\x37\x42\x6f\x74\x33\x70\x57\x4c\x52\x39\x33\x59\x59\x48\x56\x4c\ -\x6c\x39\x77\x4c\x66\x45\x65\x54\x6e\x64\x6d\x7a\x2b\x75\x75\x51\ -\x30\x53\x4b\x51\x49\x72\x51\x45\x4c\x35\x6f\x66\x73\x57\x4c\x4f\ -\x52\x78\x71\x78\x69\x31\x67\x4e\x57\x61\x76\x6e\x79\x63\x43\x4b\ -\x79\x2f\x4f\x68\x34\x39\x2f\x4c\x7a\x20\x6b\x70\x47\x75\x44\x34\ -\x4f\x32\x54\x72\x33\x44\x50\x55\x30\x4b\x6c\x41\x77\x4f\x44\x6a\ -\x35\x6f\x6a\x52\x34\x44\x66\x46\x68\x55\x7a\x71\x69\x36\x68\x47\ -\x6a\x41\x6b\x41\x63\x4f\x52\x2b\x56\x74\x6d\x58\x7a\x78\x30\x47\ -\x71\x7a\x36\x4c\x4f\x6c\x55\x70\x6d\x55\x50\x31\x52\x44\x37\x2b\ -\x4c\x46\x2b\x36\x6e\x6f\x20\x79\x31\x72\x58\x79\x4a\x38\x7a\x78\ -\x59\x32\x37\x33\x53\x78\x52\x4d\x77\x7a\x57\x6d\x2b\x59\x57\x77\ -\x76\x4e\x44\x30\x70\x4a\x4a\x5a\x76\x4f\x6c\x6e\x34\x74\x51\x59\ -\x79\x63\x2f\x77\x34\x37\x4e\x2f\x32\x6c\x6a\x6e\x53\x4f\x54\x32\ -\x66\x79\x59\x43\x47\x64\x57\x65\x56\x65\x69\x63\x46\x30\x36\x47\ -\x70\x35\x51\x20\x4f\x4f\x2f\x50\x6a\x7a\x79\x41\x6d\x68\x63\x77\ -\x62\x67\x43\x52\x55\x4c\x46\x2f\x37\x6f\x6d\x47\x36\x77\x37\x4e\ -\x67\x34\x4d\x62\x68\x78\x52\x71\x7a\x62\x67\x64\x70\x6d\x4b\x75\ -\x5a\x65\x70\x37\x53\x51\x4a\x57\x50\x6b\x74\x31\x5a\x6c\x61\x4e\ -\x66\x49\x51\x47\x47\x6b\x45\x38\x33\x6e\x57\x77\x51\x62\x35\x4e\ -\x20\x72\x65\x56\x48\x37\x64\x73\x61\x5a\x5a\x69\x54\x54\x76\x66\ -\x48\x71\x61\x6c\x36\x4b\x41\x39\x71\x71\x4c\x4d\x2b\x37\x45\x30\ -\x37\x34\x55\x4d\x51\x71\x54\x35\x77\x74\x47\x51\x71\x39\x6c\x55\ -\x30\x44\x58\x57\x71\x68\x4e\x68\x50\x34\x5a\x32\x67\x75\x47\x43\ -\x73\x76\x5a\x72\x6e\x37\x67\x5a\x42\x2f\x4e\x72\x56\x20\x42\x48\ -\x48\x39\x66\x51\x37\x48\x59\x51\x46\x53\x38\x65\x67\x33\x52\x66\ -\x67\x59\x30\x4b\x48\x77\x62\x5a\x43\x33\x56\x31\x38\x76\x43\x46\ -\x68\x2b\x4f\x5a\x57\x31\x6e\x69\x76\x42\x57\x2f\x42\x6d\x71\x35\ -\x75\x57\x79\x34\x75\x6d\x2b\x52\x5a\x6d\x42\x44\x76\x64\x67\x52\ -\x2b\x50\x78\x77\x2b\x51\x79\x74\x59\x6b\x20\x4b\x6b\x6b\x78\x6b\ -\x6b\x52\x4a\x34\x67\x32\x35\x6b\x75\x72\x39\x66\x38\x72\x5a\x4f\ -\x30\x45\x2f\x4e\x56\x42\x61\x2f\x2b\x35\x32\x32\x36\x52\x6a\x7a\ -\x6c\x72\x51\x67\x31\x48\x57\x49\x79\x78\x58\x34\x5a\x58\x5a\x58\ -\x50\x48\x48\x4b\x78\x77\x6e\x57\x68\x47\x2b\x6a\x50\x4c\x42\x54\ -\x4b\x48\x51\x74\x6c\x45\x35\x20\x33\x68\x31\x2b\x6f\x77\x67\x74\ -\x64\x53\x6f\x52\x65\x65\x31\x41\x63\x64\x66\x30\x6a\x6d\x30\x76\ -\x30\x6b\x37\x6b\x46\x6b\x56\x50\x41\x4d\x61\x73\x6c\x65\x63\x4d\ -\x6c\x6b\x70\x2f\x62\x31\x79\x66\x54\x43\x62\x6e\x47\x58\x66\x30\ -\x7a\x36\x72\x55\x2b\x67\x2b\x2f\x6e\x79\x30\x4d\x76\x5a\x71\x47\ -\x34\x4e\x41\x54\x20\x44\x5a\x2f\x59\x34\x43\x51\x39\x68\x75\x6f\ -\x62\x73\x38\x58\x68\x43\x57\x71\x71\x69\x55\x6a\x6b\x63\x47\x50\ -\x30\x4e\x31\x41\x33\x71\x56\x42\x55\x72\x71\x6d\x59\x77\x4d\x65\ -\x71\x35\x67\x59\x6d\x35\x58\x54\x39\x46\x75\x54\x35\x31\x66\x56\ -\x66\x79\x78\x61\x47\x4c\x6d\x41\x53\x5a\x59\x75\x6b\x30\x2f\x58\ -\x42\x20\x75\x6b\x43\x64\x38\x71\x64\x73\x63\x65\x6a\x34\x32\x6a\ -\x57\x6c\x48\x4f\x64\x51\x63\x48\x38\x4a\x4f\x4e\x35\x36\x75\x54\ -\x70\x62\x4c\x4e\x58\x72\x6a\x43\x6d\x6e\x36\x31\x4b\x51\x54\x31\ -\x56\x66\x56\x6b\x43\x50\x71\x66\x61\x36\x30\x52\x75\x4e\x4f\x71\ -\x36\x34\x66\x38\x41\x54\x4e\x39\x79\x69\x32\x42\x4f\x62\x20\x72\ -\x64\x4a\x58\x72\x6c\x7a\x5a\x73\x65\x58\x78\x54\x62\x66\x55\x31\ -\x46\x70\x56\x35\x47\x79\x66\x6e\x73\x4c\x64\x48\x5a\x4b\x49\x68\ -\x42\x38\x47\x6d\x71\x57\x43\x63\x6f\x4f\x6c\x6b\x53\x52\x74\x46\ -\x45\x58\x53\x73\x64\x69\x52\x69\x4c\x30\x4c\x65\x4e\x69\x34\x6e\ -\x4e\x69\x59\x6d\x66\x62\x47\x49\x69\x2b\x78\x20\x49\x6a\x65\x68\ -\x2b\x72\x70\x4d\x76\x76\x52\x66\x37\x53\x34\x67\x47\x51\x6e\x2f\ -\x56\x71\x47\x5a\x73\x46\x30\x47\x31\x67\x6e\x30\x57\x79\x45\x6a\ -\x4b\x76\x31\x59\x2b\x6f\x30\x78\x6d\x51\x55\x48\x48\x4a\x43\x64\ -\x36\x55\x6d\x73\x4b\x51\x4e\x57\x4f\x6e\x33\x41\x49\x68\x30\x4e\ -\x4a\x56\x55\x6c\x61\x5a\x57\x6b\x20\x4d\x61\x53\x73\x6b\x68\x52\ -\x49\x34\x76\x33\x35\x61\x54\x39\x76\x46\x77\x7a\x36\x77\x6d\x78\ -\x70\x66\x55\x75\x66\x56\x2f\x30\x61\x48\x4f\x64\x41\x52\x4e\x63\ -\x42\x39\x36\x41\x73\x51\x62\x79\x47\x61\x59\x57\x4d\x71\x50\x37\ -\x59\x42\x4c\x69\x2b\x4a\x68\x50\x62\x44\x76\x48\x49\x38\x74\x75\ -\x6b\x74\x61\x66\x75\x20\x69\x57\x30\x75\x33\x52\x4f\x4e\x4b\x48\ -\x64\x66\x39\x4d\x61\x37\x56\x72\x70\x57\x31\x67\x43\x64\x51\x44\ -\x61\x67\x35\x72\x6a\x47\x47\x78\x41\x38\x32\x57\x67\x33\x4b\x48\ -\x38\x47\x44\x67\x52\x51\x2b\x4d\x47\x53\x38\x4e\x42\x72\x47\x76\ -\x57\x69\x30\x6b\x37\x33\x6d\x59\x72\x38\x63\x46\x7a\x63\x6a\x71\ -\x2b\x48\x20\x72\x4c\x78\x33\x58\x59\x4e\x51\x6f\x65\x4d\x34\x30\ -\x52\x44\x75\x44\x78\x6a\x76\x74\x51\x4f\x76\x69\x66\x68\x6e\x69\ -\x76\x30\x56\x71\x67\x38\x4b\x38\x6a\x31\x71\x53\x71\x67\x69\x31\ -\x77\x63\x36\x74\x37\x32\x68\x72\x32\x39\x43\x44\x36\x5a\x4a\x4f\ -\x31\x30\x66\x56\x2b\x52\x64\x65\x50\x66\x62\x52\x74\x66\x59\x20\ -\x5a\x31\x66\x72\x53\x35\x4b\x4f\x52\x63\x35\x58\x31\x53\x38\x78\ -\x58\x72\x66\x36\x33\x59\x4c\x39\x46\x35\x2b\x32\x64\x75\x33\x61\ -\x73\x55\x67\x6b\x73\x71\x44\x54\x36\x4e\x65\x41\x4f\x6b\x6c\x52\ -\x6b\x58\x63\x50\x46\x45\x71\x66\x67\x6d\x72\x37\x7a\x56\x6a\x67\ -\x44\x31\x57\x48\x5a\x78\x65\x52\x4d\x37\x50\x35\x20\x30\x73\x2b\ -\x62\x50\x37\x4e\x6b\x4e\x48\x4b\x31\x69\x46\x35\x59\x2b\x79\x77\ -\x47\x43\x6b\x4f\x37\x68\x45\x4f\x30\x73\x34\x68\x48\x6c\x6e\x2f\ -\x51\x52\x35\x55\x55\x78\x54\x36\x76\x6e\x65\x74\x79\x4f\x75\x37\ -\x38\x42\x2b\x67\x58\x51\x4a\x2b\x58\x79\x5a\x55\x6d\x62\x4c\x63\ -\x61\x67\x72\x6c\x34\x64\x46\x54\x52\x20\x2f\x38\x7a\x6d\x53\x6d\ -\x32\x70\x45\x6f\x6e\x75\x38\x48\x76\x78\x73\x72\x4c\x70\x77\x67\ -\x49\x46\x6f\x42\x2f\x49\x69\x4e\x4a\x76\x6a\x66\x53\x72\x6c\x59\ -\x79\x45\x51\x76\x32\x35\x58\x47\x36\x37\x70\x62\x59\x6e\x44\x56\ -\x6a\x4a\x53\x4e\x65\x48\x46\x58\x30\x62\x31\x64\x61\x46\x57\x63\ -\x53\x6f\x61\x30\x49\x48\x20\x74\x4a\x4e\x43\x37\x6f\x6c\x48\x58\ -\x36\x33\x4b\x74\x31\x56\x34\x74\x61\x68\x63\x6a\x6e\x41\x39\x79\ -\x6b\x4c\x51\x31\x7a\x4d\x75\x43\x2f\x50\x44\x54\x4c\x37\x6f\x4e\ -\x39\x7a\x30\x6a\x68\x45\x4f\x4c\x36\x38\x45\x47\x4b\x4a\x31\x36\ -\x50\x4c\x31\x77\x64\x4c\x49\x4c\x68\x63\x6d\x32\x78\x36\x6b\x59\ -\x39\x32\x58\x20\x71\x50\x4a\x5a\x41\x49\x46\x2f\x56\x49\x77\x39\ -\x76\x62\x6e\x41\x37\x47\x55\x65\x39\x76\x64\x41\x74\x66\x34\x6b\ -\x64\x34\x72\x6c\x6c\x59\x32\x69\x69\x4f\x6c\x49\x35\x43\x51\x31\ -\x2f\x4b\x52\x65\x46\x34\x4a\x48\x46\x66\x32\x43\x73\x65\x61\x2f\ -\x61\x74\x75\x74\x68\x75\x42\x67\x74\x50\x74\x64\x43\x4f\x2f\x48\ -\x20\x58\x32\x6e\x55\x4d\x76\x45\x7a\x48\x52\x62\x68\x30\x77\x62\ -\x33\x5a\x78\x57\x43\x68\x34\x6a\x71\x42\x34\x48\x36\x42\x49\x43\ -\x6f\x66\x4d\x76\x4d\x58\x33\x42\x42\x65\x63\x75\x57\x67\x34\x33\ -\x68\x61\x74\x44\x47\x46\x70\x38\x62\x41\x76\x4d\x57\x6e\x74\x76\ -\x58\x31\x7a\x65\x57\x63\x4c\x70\x66\x61\x74\x42\x50\x20\x30\x53\ -\x67\x4c\x72\x58\x77\x75\x57\x78\x78\x36\x70\x2f\x63\x5a\x64\x42\ -\x32\x70\x4b\x6a\x66\x67\x7a\x52\x69\x71\x4b\x68\x63\x4e\x46\x49\ -\x64\x61\x5a\x74\x4f\x53\x73\x65\x37\x50\x69\x66\x4b\x4f\x36\x73\ -\x76\x2f\x48\x62\x56\x79\x39\x46\x79\x35\x64\x63\x38\x30\x6b\x6c\ -\x31\x64\x53\x54\x57\x61\x6f\x66\x56\x33\x20\x2b\x2b\x58\x42\x30\ -\x73\x6a\x46\x6b\x2b\x33\x58\x45\x34\x2b\x2b\x57\x65\x45\x72\x61\ -\x75\x58\x5a\x32\x55\x4a\x68\x67\x71\x70\x46\x4f\x68\x59\x37\x41\ -\x72\x46\x2f\x45\x2b\x57\x7a\x2f\x66\x6e\x69\x2f\x32\x74\x33\x2f\ -\x6e\x68\x6b\x32\x62\x47\x43\x6d\x5a\x59\x38\x7a\x54\x53\x78\x43\ -\x63\x67\x6f\x39\x43\x4e\x65\x20\x51\x45\x4d\x6b\x55\x31\x5a\x7a\ -\x2f\x32\x51\x4b\x76\x35\x4d\x47\x72\x45\x51\x6b\x66\x44\x65\x65\ -\x6c\x76\x54\x73\x51\x72\x68\x74\x73\x44\x69\x79\x75\x74\x30\x6d\ -\x36\x5a\x6a\x7a\x54\x64\x43\x58\x41\x5a\x63\x42\x31\x30\x68\x48\ -\x4a\x64\x7a\x66\x50\x37\x49\x2b\x48\x59\x76\x6d\x55\x4e\x61\x4a\ -\x79\x4e\x2b\x74\x20\x36\x46\x2b\x7a\x75\x65\x4a\x50\x4a\x6a\x76\ -\x47\x5a\x4d\x4e\x42\x46\x55\x37\x4b\x46\x55\x64\x2b\x76\x39\x50\ -\x76\x59\x34\x36\x52\x63\x72\x71\x75\x41\x71\x6b\x70\x56\x47\x35\ -\x53\x6b\x62\x63\x4d\x35\x45\x73\x2f\x6f\x6d\x46\x6f\x45\x49\x2f\ -\x48\x44\x77\x6a\x59\x73\x65\x76\x48\x68\x32\x33\x79\x47\x47\x4b\ -\x76\x20\x57\x4c\x44\x66\x6b\x71\x74\x71\x71\x58\x6f\x38\x48\x6b\ -\x34\x62\x61\x37\x34\x72\x63\x48\x54\x44\x34\x52\x58\x6b\x4c\x75\ -\x43\x50\x43\x78\x66\x4d\x76\x2f\x75\x51\x77\x77\x37\x66\x45\x4f\ -\x6b\x4f\x72\x37\x7a\x2f\x67\x66\x74\x66\x38\x2f\x43\x36\x64\x54\ -\x4e\x78\x54\x32\x7a\x41\x6b\x33\x4f\x70\x42\x7a\x70\x46\x20\x72\ -\x30\x55\x44\x56\x78\x6e\x73\x43\x53\x71\x38\x68\x6f\x6d\x61\x34\ -\x71\x34\x67\x37\x38\x38\x55\x53\x6c\x64\x47\x6f\x39\x45\x6c\x48\ -\x61\x4b\x58\x67\x62\x34\x56\x37\x32\x46\x56\x55\x64\x45\x33\x4e\ -\x73\x76\x42\x39\x49\x54\x44\x79\x7a\x55\x6f\x58\x31\x53\x52\x66\ -\x36\x38\x75\x2b\x71\x63\x4e\x6c\x45\x38\x63\x20\x48\x4e\x77\x34\ -\x39\x31\x62\x50\x4d\x34\x68\x45\x64\x2f\x67\x50\x56\x56\x58\x64\ -\x52\x6f\x77\x4d\x6c\x6b\x61\x69\x54\x45\x4a\x52\x53\x44\x76\x4f\ -\x67\x52\x6a\x39\x4a\x33\x42\x6a\x4a\x6c\x64\x38\x4f\x64\x56\x37\ -\x70\x43\x63\x65\x4f\x55\x61\x52\x62\x77\x47\x39\x78\x73\x67\x4a\ -\x56\x61\x66\x30\x53\x62\x46\x79\x20\x35\x63\x71\x4f\x4a\x7a\x64\ -\x76\x33\x49\x79\x2f\x56\x2b\x48\x4d\x51\x58\x68\x67\x73\x44\x68\ -\x79\x69\x50\x38\x71\x48\x79\x78\x62\x74\x6d\x79\x66\x42\x53\x48\ -\x7a\x4b\x44\x4f\x76\x5a\x66\x32\x45\x77\x41\x43\x51\x52\x63\x68\ -\x61\x53\x39\x59\x59\x65\x39\x74\x41\x63\x55\x4e\x62\x43\x65\x4e\ -\x30\x4c\x4a\x6f\x44\x20\x2f\x71\x7a\x51\x4a\x2f\x42\x2b\x4d\x45\ -\x64\x5a\x61\x38\x76\x47\x73\x45\x5a\x56\x33\x35\x51\x74\x6c\x4b\ -\x62\x55\x7a\x30\x70\x45\x6c\x2f\x38\x4b\x62\x53\x6b\x51\x62\x6c\ -\x72\x61\x50\x64\x4c\x6c\x4a\x36\x32\x37\x4a\x79\x44\x74\x52\x43\ -\x35\x58\x74\x47\x46\x71\x58\x2b\x34\x55\x34\x55\x74\x6a\x61\x6d\ -\x36\x71\x20\x5a\x61\x79\x72\x56\x68\x46\x36\x5a\x4b\x54\x72\x50\ -\x59\x4b\x38\x6a\x35\x72\x64\x75\x44\x4b\x69\x68\x6d\x73\x4e\x65\ -\x6d\x4d\x6d\x50\x37\x78\x6d\x4e\x5a\x69\x42\x61\x50\x64\x62\x78\ -\x65\x4f\x77\x37\x54\x4b\x74\x6f\x30\x6e\x77\x75\x43\x6f\x66\x4d\ -\x73\x49\x47\x56\x45\x39\x54\x6b\x56\x4f\x42\x57\x6b\x76\x51\x20\ -\x65\x6b\x46\x66\x6d\x79\x6b\x4d\x2f\x36\x71\x32\x38\x61\x70\x56\ -\x68\x44\x61\x4e\x64\x4a\x38\x50\x58\x41\x6c\x55\x5a\x5a\x2f\x6c\ -\x54\x6b\x4b\x56\x6c\x32\x61\x7a\x63\x36\x4d\x43\x4d\x70\x75\x49\ -\x52\x38\x49\x58\x43\x37\x54\x34\x4b\x6b\x34\x31\x4c\x45\x7a\x46\ -\x6f\x31\x38\x56\x65\x42\x50\x43\x4f\x70\x51\x63\x20\x58\x72\x33\ -\x77\x58\x77\x43\x6d\x6b\x31\x33\x56\x6b\x4f\x67\x4f\x2f\x78\x4c\ -\x42\x56\x2f\x6c\x6a\x42\x75\x46\x75\x63\x31\x6e\x6b\x56\x36\x62\ -\x78\x44\x56\x69\x4a\x61\x50\x68\x45\x6c\x42\x33\x4a\x4f\x72\x59\ -\x42\x41\x79\x41\x44\x71\x67\x77\x67\x44\x43\x42\x6b\x31\x53\x58\ -\x62\x43\x51\x4e\x39\x77\x38\x4d\x62\x20\x70\x6a\x70\x41\x4d\x39\ -\x4b\x4f\x63\x77\x69\x69\x39\x36\x46\x79\x72\x73\x42\x6d\x46\x66\ -\x30\x56\x33\x70\x52\x36\x43\x4d\x68\x74\x63\x2f\x57\x77\x71\x56\ -\x4c\x38\x64\x50\x71\x41\x52\x65\x36\x32\x6a\x68\x47\x59\x36\x4d\ -\x36\x69\x36\x4c\x64\x7a\x70\x66\x58\x6e\x62\x2b\x38\x31\x37\x55\ -\x35\x49\x78\x53\x49\x76\x20\x46\x74\x57\x72\x47\x77\x77\x73\x41\ -\x4c\x61\x43\x33\x67\x75\x79\x46\x6d\x47\x39\x71\x6a\x78\x75\x30\ -\x47\x63\x72\x2b\x44\x57\x63\x62\x30\x44\x6b\x44\x36\x72\x32\x48\ -\x36\x4b\x79\x48\x78\x36\x33\x5a\x30\x65\x66\x6f\x46\x75\x42\x48\ -\x4d\x68\x6d\x52\x44\x30\x53\x73\x4d\x6f\x2b\x6f\x41\x63\x78\x77\ -\x36\x55\x46\x20\x67\x65\x74\x47\x31\x62\x79\x74\x57\x43\x77\x2b\ -\x41\x76\x43\x73\x67\x77\x36\x4b\x50\x4c\x72\x6c\x38\x64\x65\x4b\ -\x63\x6d\x47\x6a\x6d\x51\x63\x71\x31\x32\x69\x6f\x34\x35\x32\x37\ -\x4d\x35\x74\x39\x65\x35\x43\x4f\x52\x4f\x49\x75\x62\x6f\x73\x33\ -\x70\x73\x4b\x56\x75\x64\x4c\x49\x70\x4e\x49\x7a\x4b\x31\x65\x75\ -\x20\x37\x4e\x6a\x36\x78\x4b\x4f\x66\x42\x43\x36\x6b\x2b\x6a\x74\ -\x51\x2b\x49\x73\x52\x2b\x58\x54\x2f\x59\x4d\x47\x58\x79\x54\x34\ -\x5a\x76\x49\x6d\x32\x53\x67\x71\x74\x70\x44\x41\x6b\x55\x64\x4b\ -\x6f\x4a\x42\x48\x53\x65\x48\x56\x74\x50\x32\x76\x37\x37\x59\x51\ -\x65\x34\x32\x64\x76\x35\x68\x2b\x77\x4a\x69\x2b\x75\x20\x6a\x65\ -\x45\x78\x58\x67\x65\x67\x47\x70\x43\x73\x44\x6d\x44\x49\x45\x4c\ -\x51\x44\x73\x35\x46\x75\x39\x38\x51\x69\x72\x31\x54\x6b\x68\x36\ -\x69\x73\x79\x42\x51\x4b\x44\x36\x66\x69\x30\x62\x4e\x45\x65\x5a\ -\x6b\x67\x47\x38\x65\x51\x54\x39\x54\x73\x75\x4e\x73\x68\x47\x51\ -\x6d\x2f\x55\x71\x46\x6c\x56\x6b\x6a\x51\x20\x4d\x77\x5a\x4b\x36\ -\x31\x73\x36\x2b\x66\x63\x30\x39\x50\x59\x75\x33\x73\x38\x64\x37\ -\x58\x67\x54\x4b\x76\x39\x42\x62\x61\x5a\x74\x37\x76\x42\x48\x56\ -\x61\x34\x4c\x47\x76\x64\x33\x66\x66\x6e\x31\x57\x66\x77\x56\x44\ -\x79\x51\x52\x69\x54\x7a\x54\x69\x4c\x34\x4d\x7a\x38\x68\x67\x6d\ -\x63\x38\x32\x30\x30\x59\x34\x20\x33\x50\x57\x50\x66\x52\x62\x73\ -\x63\x31\x76\x48\x76\x49\x36\x4f\x72\x64\x75\x65\x32\x6d\x66\x4c\ -\x31\x74\x48\x55\x68\x76\x58\x72\x44\x31\x64\x72\x47\x35\x76\x5a\ -\x2f\x79\x35\x71\x4c\x73\x30\x55\x69\x33\x76\x63\x63\x48\x38\x71\ -\x4a\x43\x4c\x68\x65\x32\x6d\x31\x34\x62\x70\x33\x73\x44\x54\x79\ -\x4c\x4c\x2f\x74\x20\x47\x39\x48\x62\x75\x33\x67\x2f\x4d\x37\x62\ -\x50\x55\x74\x76\x78\x35\x4d\x62\x6d\x79\x5a\x48\x65\x61\x44\x54\ -\x53\x50\x49\x47\x7a\x51\x39\x65\x58\x57\x4e\x71\x74\x5a\x5a\x4e\ -\x47\x53\x52\x6b\x78\x42\x79\x72\x61\x71\x30\x71\x76\x43\x4c\x33\ -\x55\x73\x39\x37\x32\x55\x48\x68\x62\x72\x6a\x54\x53\x34\x75\x73\ -\x77\x20\x53\x63\x42\x61\x66\x6a\x30\x69\x7a\x64\x49\x72\x2f\x7a\ -\x74\x59\x47\x6a\x6d\x63\x4f\x5a\x62\x67\x36\x49\x6c\x46\x50\x36\ -\x4e\x77\x73\x51\x32\x45\x46\x75\x33\x6f\x55\x7a\x49\x5a\x44\x58\ -\x39\x56\x74\x63\x58\x78\x34\x79\x6e\x58\x68\x4a\x5a\x4e\x35\x58\ -\x75\x34\x68\x38\x48\x30\x52\x4d\x4f\x72\x72\x5a\x68\x66\x20\x4d\ -\x4e\x74\x31\x42\x72\x67\x62\x34\x5a\x4c\x70\x61\x6f\x54\x58\x34\ -\x44\x6a\x4f\x2f\x43\x43\x56\x53\x77\x57\x35\x6a\x4a\x6d\x32\x43\ -\x77\x4e\x46\x2b\x54\x50\x6f\x6c\x37\x4c\x46\x34\x52\x76\x59\x6a\ -\x65\x52\x69\x5a\x68\x4b\x4a\x53\x4e\x64\x48\x51\x4a\x76\x62\x6a\ -\x74\x51\x47\x58\x43\x65\x66\x33\x7a\x6a\x6c\x20\x41\x78\x79\x38\ -\x70\x75\x67\x46\x78\x68\x78\x6c\x73\x63\x63\x42\x78\x79\x45\x63\ -\x44\x63\x77\x4c\x62\x52\x31\x62\x39\x4e\x44\x47\x6a\x64\x4e\x77\ -\x4d\x64\x6f\x78\x4f\x49\x36\x7a\x4f\x45\x53\x6c\x31\x31\x72\x74\ -\x56\x62\x52\x58\x52\x41\x35\x45\x4f\x51\x56\x6f\x62\x75\x72\x2f\ -\x72\x38\x48\x53\x53\x49\x73\x63\x20\x6b\x72\x2b\x52\x71\x6f\x67\ -\x66\x38\x2f\x55\x65\x35\x6a\x70\x59\x4f\x63\x36\x4c\x46\x4c\x30\ -\x41\x43\x42\x71\x33\x38\x71\x65\x65\x57\x50\x52\x57\x46\x57\x34\ -\x31\x48\x56\x74\x76\x62\x33\x6f\x36\x74\x49\x55\x71\x4a\x2f\x6f\ -\x73\x76\x76\x56\x70\x46\x71\x77\x34\x61\x4f\x6e\x53\x68\x57\x4f\ -\x59\x79\x35\x6b\x59\x20\x72\x43\x79\x77\x42\x70\x57\x2f\x71\x65\ -\x67\x36\x68\x56\x7a\x41\x79\x41\x5a\x62\x59\x57\x4d\x48\x62\x4e\ -\x77\x57\x44\x45\x37\x5a\x53\x32\x61\x30\x63\x70\x78\x34\x4f\x75\ -\x45\x42\x41\x42\x47\x2b\x59\x6a\x6f\x58\x76\x74\x31\x58\x46\x6d\ -\x59\x4b\x56\x44\x2f\x7a\x6a\x2f\x54\x45\x77\x6a\x2b\x31\x61\x6e\ -\x34\x43\x20\x4e\x46\x71\x6f\x44\x79\x4a\x38\x48\x79\x57\x4f\x6b\ -\x6b\x53\x49\x34\x76\x55\x64\x74\x69\x68\x48\x2b\x45\x42\x56\x39\ -\x62\x55\x44\x78\x65\x48\x64\x51\x73\x74\x73\x4e\x6d\x45\x74\x76\ -\x7a\x43\x47\x35\x6f\x41\x6c\x78\x67\x32\x63\x41\x72\x37\x36\x56\ -\x51\x41\x6b\x45\x74\x33\x2f\x47\x6c\x44\x35\x64\x35\x54\x6e\x20\ -\x41\x30\x64\x5a\x62\x46\x33\x33\x54\x4b\x43\x6b\x63\x50\x76\x59\ -\x76\x6d\x59\x42\x47\x36\x64\x6a\x75\x37\x5a\x6a\x4b\x42\x51\x4b\ -\x6d\x34\x43\x37\x71\x6e\x2f\x65\x64\x55\x58\x43\x31\x39\x4c\x71\ -\x71\x2b\x43\x62\x4c\x62\x59\x45\x72\x49\x4f\x57\x4c\x74\x31\x33\ -\x47\x37\x51\x30\x74\x43\x72\x38\x76\x58\x6e\x5a\x20\x62\x43\x49\ -\x64\x69\x35\x78\x64\x6c\x62\x58\x6f\x41\x50\x6b\x48\x71\x6a\x45\ -\x56\x33\x6f\x6e\x79\x54\x6a\x73\x36\x33\x30\x33\x48\x6f\x76\x65\ -\x6f\x79\x4b\x32\x6f\x76\x64\x6c\x50\x71\x37\x75\x47\x61\x44\x54\ -\x71\x6f\x42\x55\x66\x68\x55\x61\x5a\x30\x75\x35\x6f\x54\x38\x4a\ -\x42\x53\x35\x66\x75\x4f\x7a\x59\x2f\x20\x39\x4f\x73\x47\x4b\x2f\ -\x75\x74\x4b\x4a\x38\x4c\x75\x50\x72\x46\x48\x61\x6b\x64\x31\x75\ -\x44\x52\x49\x2f\x52\x62\x31\x49\x49\x56\x66\x44\x47\x54\x48\x35\ -\x72\x53\x52\x58\x73\x71\x39\x4f\x64\x48\x48\x6c\x67\x52\x69\x52\ -\x78\x62\x4e\x76\x70\x62\x78\x6d\x2f\x4f\x4f\x42\x72\x34\x55\x62\ -\x4d\x61\x70\x75\x4d\x34\x20\x38\x7a\x75\x74\x58\x61\x6f\x42\x44\ -\x61\x4f\x36\x58\x44\x31\x72\x2b\x66\x6b\x71\x4a\x41\x55\x35\x47\ -\x6a\x67\x42\x36\x42\x43\x52\x61\x39\x4f\x78\x37\x6d\x66\x61\x51\ -\x4f\x64\x37\x6e\x69\x34\x31\x4b\x7a\x2f\x6b\x68\x34\x66\x76\x54\ -\x6b\x54\x43\x6a\x39\x44\x71\x36\x50\x30\x43\x32\x67\x53\x73\x67\ -\x4a\x58\x6e\x20\x41\x72\x56\x4a\x6d\x67\x46\x46\x62\x30\x66\x6c\ -\x64\x73\x48\x63\x33\x75\x2b\x6a\x61\x6a\x46\x58\x55\x4f\x51\x68\ -\x61\x65\x57\x39\x72\x73\x41\x62\x41\x55\x35\x59\x30\x52\x4b\x77\ -\x74\x6e\x61\x59\x51\x38\x57\x33\x7a\x55\x4b\x6e\x4a\x47\x62\x4f\ -\x46\x48\x70\x69\x30\x66\x4d\x56\x76\x6f\x42\x48\x59\x2f\x69\x63\ -\x20\x69\x48\x36\x70\x50\x31\x2f\x38\x61\x6d\x2b\x38\x36\x32\x43\ -\x72\x67\x65\x4f\x41\x34\x34\x48\x6a\x52\x66\x56\x53\x34\x4e\x6e\ -\x55\x5a\x59\x42\x62\x45\x62\x44\x6c\x31\x55\x6a\x72\x79\x4e\x63\ -\x59\x6e\x6c\x59\x42\x61\x32\x78\x2b\x78\x7a\x64\x52\x72\x51\x57\ -\x72\x4c\x46\x5a\x65\x4e\x42\x4d\x57\x56\x61\x37\x59\x20\x4c\x31\ -\x43\x56\x34\x6c\x48\x34\x61\x62\x59\x77\x39\x49\x34\x70\x64\x70\ -\x6b\x32\x31\x70\x56\x4b\x47\x33\x75\x37\x75\x6c\x37\x6f\x42\x75\ -\x56\x75\x50\x50\x31\x32\x41\x66\x63\x44\x77\x4d\x73\x62\x74\x36\ -\x74\x6d\x5a\x66\x6e\x71\x58\x77\x73\x53\x69\x61\x58\x64\x78\x67\ -\x31\x39\x47\x6a\x68\x58\x6c\x62\x65\x4c\x20\x4f\x33\x71\x6b\x34\ -\x7a\x67\x76\x72\x6a\x37\x4e\x6e\x34\x35\x51\x38\x57\x62\x4e\x6d\ -\x31\x56\x50\x56\x72\x66\x62\x53\x64\x54\x63\x72\x70\x36\x55\x2b\ -\x7a\x57\x5a\x66\x4f\x6d\x69\x64\x74\x76\x4f\x4a\x52\x52\x39\x30\ -\x4b\x63\x32\x74\x53\x41\x64\x69\x63\x53\x61\x7a\x5a\x52\x39\x39\ -\x4d\x7a\x46\x31\x77\x35\x71\x20\x2f\x70\x69\x64\x55\x67\x4e\x36\ -\x4a\x74\x43\x54\x69\x4a\x36\x6f\x63\x4a\x55\x59\x7a\x72\x51\x71\ -\x39\x77\x41\x6f\x4c\x41\x36\x48\x77\x77\x76\x37\x63\x73\x50\x2f\ -\x79\x4f\x53\x4c\x58\x38\x6e\x6b\x69\x32\x64\x6e\x38\x73\x57\x49\ -\x75\x76\x6f\x76\x78\x74\x44\x32\x42\x79\x51\x69\x71\x33\x30\x57\ -\x50\x35\x34\x74\x20\x44\x4c\x66\x34\x32\x4f\x32\x70\x53\x45\x61\ -\x37\x33\x34\x35\x71\x39\x55\x65\x75\x66\x52\x71\x73\x48\x44\x30\ -\x54\x77\x63\x70\x54\x37\x71\x51\x6d\x59\x5a\x4b\x33\x4a\x6c\x52\ -\x7a\x38\x70\x6b\x78\x65\x4e\x6d\x66\x76\x70\x78\x78\x44\x74\x47\ -\x5a\x66\x6c\x4c\x51\x37\x54\x41\x34\x75\x48\x45\x6f\x57\x78\x68\ -\x36\x20\x6c\x58\x70\x31\x4d\x56\x43\x4f\x43\x57\x46\x2f\x35\x57\ -\x6c\x6e\x50\x54\x32\x68\x71\x46\x2f\x74\x73\x43\x76\x5a\x4e\x58\ -\x6b\x6a\x65\x6e\x2b\x68\x30\x4f\x63\x4e\x2f\x58\x53\x6e\x35\x4d\ -\x56\x6e\x47\x67\x45\x43\x76\x6e\x32\x38\x46\x53\x6f\x48\x4e\x53\ -\x2f\x7a\x43\x56\x6a\x71\x70\x79\x4a\x59\x6e\x4d\x31\x43\x20\x58\ -\x41\x32\x39\x30\x61\x69\x6a\x6c\x68\x75\x41\x44\x2f\x59\x50\x46\ -\x6d\x38\x78\x42\x6b\x39\x31\x55\x76\x6e\x34\x77\x6f\x37\x67\x35\ -\x6c\x51\x38\x65\x6b\x66\x61\x69\x58\x77\x69\x48\x59\x38\x2b\x48\ -\x7a\x77\x46\x7a\x4b\x6c\x61\x63\x67\x53\x4f\x38\x6c\x6e\x38\x52\ -\x37\x62\x44\x61\x48\x56\x33\x52\x69\x49\x53\x20\x4f\x56\x79\x45\ -\x61\x69\x4f\x76\x50\x47\x59\x44\x38\x75\x4a\x47\x53\x5a\x61\x64\ -\x51\x2b\x44\x6a\x56\x43\x64\x6d\x52\x50\x58\x43\x48\x57\x6d\x6c\ -\x6d\x41\x36\x79\x68\x65\x47\x37\x55\x4b\x6b\x31\x62\x5a\x75\x41\ -\x72\x51\x61\x65\x37\x63\x52\x41\x6f\x66\x52\x4a\x30\x43\x39\x37\ -\x72\x2f\x54\x5a\x70\x72\x4b\x74\x20\x70\x59\x33\x6c\x36\x51\x49\ -\x52\x38\x65\x56\x63\x61\x59\x43\x56\x37\x66\x5a\x54\x75\x45\x32\ -\x51\x77\x39\x6e\x31\x4a\x73\x70\x31\x4c\x4f\x6b\x75\x39\x55\x4d\ -\x72\x46\x31\x49\x77\x42\x7a\x59\x76\x38\x37\x6c\x6f\x6e\x77\x78\ -\x4c\x61\x44\x47\x78\x6e\x41\x31\x59\x49\x35\x39\x43\x47\x59\x37\ -\x6e\x69\x39\x35\x30\x20\x70\x75\x70\x78\x77\x4d\x4d\x69\x58\x49\ -\x42\x79\x75\x79\x6a\x50\x52\x65\x51\x79\x6c\x47\x6d\x6c\x73\x35\ -\x46\x49\x5a\x49\x46\x43\x79\x39\x4e\x61\x6c\x44\x2f\x50\x37\x4a\ -\x58\x76\x4d\x68\x69\x76\x76\x63\x55\x6a\x68\x41\x70\x63\x4e\x44\ -\x67\x34\x39\x4f\x41\x55\x2b\x30\x77\x4c\x71\x58\x6a\x6b\x42\x59\ -\x4a\x57\x20\x4a\x79\x76\x6b\x7a\x6b\x78\x78\x32\x45\x39\x65\x5a\ -\x4d\x59\x67\x79\x69\x63\x5a\x66\x34\x69\x63\x48\x5a\x74\x61\x75\ -\x74\x63\x58\x69\x63\x4c\x77\x4f\x36\x69\x61\x56\x69\x6a\x79\x7a\ -\x70\x54\x54\x35\x66\x66\x41\x32\x75\x4f\x78\x70\x47\x74\x6b\x44\ -\x58\x34\x57\x58\x4b\x70\x54\x71\x49\x44\x4b\x48\x34\x48\x39\x20\ -\x30\x74\x46\x6f\x57\x2b\x65\x64\x75\x55\x53\x56\x75\x4e\x33\x43\ -\x4c\x51\x4e\x74\x69\x55\x55\x74\x41\x55\x75\x68\x35\x59\x31\x49\ -\x31\x66\x4a\x38\x4e\x75\x48\x4a\x57\x2b\x6a\x4c\x52\x62\x6a\x75\ -\x31\x72\x6f\x6b\x72\x68\x79\x6a\x6f\x72\x2f\x70\x7a\x78\x57\x2f\ -\x43\x6e\x49\x74\x73\x41\x58\x68\x76\x5a\x6c\x38\x20\x63\x56\x72\ -\x53\x76\x42\x33\x69\x48\x6f\x6f\x76\x57\x39\x2f\x4f\x36\x51\x54\ -\x43\x62\x43\x45\x5a\x37\x58\x34\x54\x36\x4c\x4f\x72\x4c\x33\x2b\ -\x53\x4b\x5a\x52\x6d\x52\x49\x39\x2b\x35\x62\x4a\x6c\x2b\x32\x43\ -\x31\x7a\x71\x59\x57\x30\x65\x76\x62\x62\x54\x38\x54\x79\x4a\x52\ -\x4b\x4f\x5a\x53\x2f\x56\x46\x38\x47\x20\x41\x37\x61\x79\x51\x32\ -\x61\x64\x74\x30\x4c\x46\x42\x73\x72\x6e\x34\x4d\x6b\x4b\x42\x78\ -\x53\x35\x39\x75\x6b\x34\x4e\x46\x79\x7a\x68\x6a\x4c\x4b\x58\x53\ -\x30\x72\x42\x4e\x2b\x57\x6c\x76\x70\x71\x6c\x64\x2b\x42\x66\x45\ -\x46\x55\x36\x7a\x50\x6b\x76\x56\x31\x64\x79\x36\x71\x32\x58\x62\ -\x73\x73\x36\x78\x4a\x2f\x20\x53\x37\x4d\x57\x56\x33\x69\x2f\x43\ -\x32\x79\x64\x49\x56\x53\x5a\x39\x51\x78\x72\x6e\x6a\x46\x52\x49\ -\x4b\x68\x53\x6e\x34\x30\x55\x30\x50\x30\x45\x47\x51\x4b\x51\x7a\ -\x76\x4c\x4e\x70\x75\x77\x6d\x4d\x37\x6e\x69\x4a\x35\x6a\x6d\x63\ -\x45\x35\x56\x2f\x50\x76\x65\x4b\x72\x52\x74\x42\x64\x6f\x54\x30\ -\x42\x4f\x4a\x20\x78\x45\x53\x6f\x53\x61\x35\x73\x4e\x47\x58\x72\ -\x4a\x2f\x75\x38\x33\x65\x6a\x74\x37\x65\x33\x63\x30\x68\x6e\x38\ -\x4c\x36\x70\x74\x47\x77\x42\x57\x2b\x63\x64\x4d\x48\x48\x74\x4b\ -\x47\x4f\x70\x6d\x45\x38\x4c\x6b\x4c\x74\x52\x54\x59\x58\x42\x77\ -\x34\x78\x44\x69\x75\x59\x6f\x4c\x72\x48\x79\x36\x44\x67\x33\x46\ -\x20\x74\x46\x72\x4a\x6f\x2b\x30\x44\x56\x6e\x2b\x68\x30\x4a\x66\ -\x4a\x46\x39\x38\x78\x61\x73\x7a\x47\x56\x43\x78\x36\x52\x64\x71\ -\x4a\x44\x74\x68\x51\x59\x4c\x30\x47\x4a\x4a\x65\x4f\x6f\x6a\x70\ -\x35\x2b\x41\x41\x41\x49\x41\x42\x4a\x52\x45\x46\x55\x52\x54\x65\ -\x6c\x6e\x63\x67\x6e\x56\x71\x31\x61\x35\x57\x2f\x7a\x20\x4e\x6f\ -\x74\x51\x6a\x34\x7a\x65\x74\x45\x78\x62\x53\x4e\x41\x54\x41\x6c\ -\x62\x45\x63\x32\x52\x70\x65\x52\x71\x70\x74\x42\x35\x73\x70\x68\ -\x48\x61\x74\x6d\x30\x59\x4b\x41\x76\x36\x59\x6f\x43\x65\x6e\x76\ -\x41\x79\x41\x46\x57\x76\x68\x74\x4c\x66\x50\x37\x4a\x2b\x2b\x36\ -\x66\x6e\x31\x59\x2f\x4c\x4d\x54\x79\x77\x20\x59\x61\x5a\x71\x50\ -\x4c\x73\x47\x34\x58\x42\x34\x6f\x54\x56\x63\x54\x37\x57\x6e\x54\ -\x6b\x55\x75\x62\x68\x5a\x41\x33\x42\x48\x30\x78\x72\x74\x57\x75\ -\x74\x75\x65\x75\x68\x4e\x66\x76\x38\x61\x35\x67\x49\x36\x54\x48\ -\x71\x58\x75\x57\x37\x68\x44\x71\x4d\x72\x4d\x66\x41\x32\x38\x6f\ -\x57\x45\x36\x48\x6a\x6c\x32\x20\x35\x36\x35\x74\x39\x34\x4d\x71\ -\x66\x76\x70\x76\x69\x39\x74\x5a\x67\x49\x48\x58\x70\x74\x4d\x68\ -\x2f\x49\x2f\x41\x2b\x36\x74\x63\x74\x33\x74\x51\x62\x73\x47\x54\ -\x36\x4c\x6c\x73\x38\x2f\x72\x68\x4c\x37\x54\x62\x66\x31\x61\x67\ -\x66\x6a\x46\x47\x32\x67\x65\x73\x44\x69\x6e\x37\x74\x6e\x55\x49\ -\x64\x71\x66\x70\x20\x2b\x6c\x50\x68\x6f\x59\x30\x62\x6e\x30\x44\ -\x34\x6b\x61\x71\x38\x4d\x52\x32\x4c\x44\x75\x74\x59\x63\x4a\x31\ -\x33\x62\x73\x35\x4f\x78\x53\x4e\x66\x53\x6a\x6e\x4f\x47\x39\x4b\ -\x78\x32\x42\x48\x62\x6d\x64\x37\x37\x7a\x48\x6a\x4b\x48\x70\x31\ -\x64\x4a\x53\x4b\x52\x5a\x79\x30\x49\x79\x52\x33\x31\x6f\x61\x44\ -\x49\x20\x39\x54\x73\x72\x52\x74\x66\x62\x75\x33\x69\x2f\x74\x4e\ -\x50\x31\x53\x64\x66\x4b\x50\x55\x41\x72\x61\x56\x6a\x39\x50\x73\ -\x65\x5a\x68\x2b\x6f\x45\x58\x74\x45\x4f\x31\x62\x41\x61\x73\x61\ -\x56\x73\x4c\x38\x45\x72\x5a\x77\x54\x55\x36\x6f\x31\x70\x4a\x39\ -\x77\x32\x2b\x39\x6a\x6a\x49\x4f\x71\x62\x2b\x57\x72\x5a\x20\x74\ -\x41\x33\x32\x32\x78\x35\x2f\x39\x42\x7a\x51\x35\x77\x6e\x38\x4f\ -\x4f\x68\x71\x64\x79\x5a\x66\x58\x4a\x55\x70\x46\x4a\x38\x2f\x70\ -\x75\x4b\x41\x2f\x42\x61\x34\x49\x4a\x58\x71\x62\x68\x6d\x4f\x7a\ -\x53\x37\x55\x70\x34\x62\x46\x38\x6d\x62\x44\x6c\x51\x6b\x42\x79\ -\x32\x4a\x38\x41\x35\x61\x78\x67\x57\x6e\x52\x20\x2f\x58\x63\x57\ -\x6f\x53\x32\x6a\x46\x77\x6e\x79\x47\x64\x41\x37\x6b\x4c\x70\x39\ -\x2b\x52\x4a\x52\x75\x56\x68\x45\x76\x77\x37\x32\x62\x38\x59\x74\ -\x50\x35\x47\x4f\x52\x65\x39\x50\x78\x36\x50\x66\x54\x63\x56\x69\ -\x7a\x57\x4a\x38\x7a\x57\x69\x5a\x38\x56\x54\x52\x50\x62\x4a\x2b\ -\x46\x59\x2f\x48\x44\x30\x67\x35\x20\x33\x64\x38\x31\x52\x75\x38\ -\x47\x4f\x64\x52\x62\x71\x6e\x32\x75\x42\x46\x73\x4d\x4b\x61\x61\ -\x4c\x52\x43\x4b\x63\x53\x6b\x57\x37\x50\x2b\x70\x75\x6d\x35\x65\ -\x72\x43\x75\x7a\x35\x32\x6b\x59\x4a\x2b\x4d\x68\x4b\x7a\x7a\x79\ -\x71\x4a\x4e\x41\x61\x35\x6a\x6d\x4f\x4d\x36\x32\x2b\x73\x38\x6b\ -\x77\x4d\x6a\x4c\x79\x20\x6c\x47\x76\x30\x54\x4f\x41\x4a\x59\x4b\ -\x6c\x69\x62\x6b\x6e\x46\x49\x69\x66\x76\x31\x45\x58\x75\x52\x70\ -\x67\x33\x61\x68\x2f\x41\x68\x32\x5a\x69\x56\x4e\x72\x4f\x46\x43\ -\x4a\x36\x4e\x50\x44\x55\x71\x4d\x72\x35\x6a\x59\x4b\x4e\x68\x55\ -\x4a\x68\x71\x2b\x4a\x2b\x46\x44\x43\x34\x5a\x71\x72\x66\x31\x6f\ -\x78\x43\x20\x78\x54\x64\x67\x4d\x54\x72\x36\x2b\x49\x53\x59\x5a\ -\x43\x61\x2b\x30\x43\x69\x74\x73\x49\x73\x6a\x51\x33\x4d\x53\x73\ -\x42\x37\x61\x75\x50\x47\x4a\x2f\x6e\x7a\x68\x30\x6b\x79\x2b\x64\ -\x43\x5a\x57\x2f\x77\x72\x79\x65\x43\x5a\x66\x6a\x4a\x69\x79\x75\ -\x31\x78\x46\x54\x78\x62\x56\x64\x34\x76\x79\x41\x31\x58\x4b\x20\ -\x4b\x47\x63\x68\x64\x74\x4b\x6e\x51\x44\x4b\x35\x2f\x2f\x37\x34\ -\x4e\x74\x6c\x71\x69\x35\x50\x75\x6e\x6f\x42\x41\x70\x58\x49\x73\ -\x38\x43\x72\x47\x76\x37\x4d\x78\x71\x34\x46\x58\x62\x77\x2f\x56\ -\x49\x4a\x30\x2b\x59\x46\x48\x53\x36\x54\x34\x6c\x46\x65\x32\x2b\ -\x49\x75\x56\x30\x33\x57\x46\x63\x30\x34\x2f\x77\x20\x76\x67\x59\ -\x42\x76\x78\x72\x75\x56\x61\x53\x2f\x2f\x6b\x6f\x34\x4e\x68\x57\ -\x4a\x6e\x4c\x37\x54\x62\x36\x49\x4e\x65\x6d\x4c\x68\x5a\x39\x41\ -\x6b\x76\x78\x76\x51\x53\x6e\x4f\x44\x37\x33\x59\x6a\x6c\x78\x76\ -\x2b\x42\x31\x62\x4f\x78\x56\x4d\x53\x57\x59\x72\x71\x72\x31\x4f\ -\x78\x79\x4c\x66\x53\x30\x61\x35\x54\x20\x65\x36\x50\x52\x75\x57\ -\x34\x55\x6e\x31\x46\x55\x71\x55\x59\x44\x7a\x63\x74\x56\x57\x75\ -\x76\x51\x6a\x62\x41\x71\x6e\x53\x43\x75\x58\x32\x74\x61\x51\x41\ -\x4e\x65\x52\x34\x4f\x71\x66\x39\x76\x65\x4c\x4d\x45\x61\x66\x4b\ -\x56\x2f\x78\x4a\x33\x6f\x73\x44\x58\x68\x6f\x71\x7a\x53\x35\x63\ -\x4d\x34\x33\x62\x41\x72\x20\x39\x4b\x49\x45\x4e\x69\x6d\x36\x41\ -\x41\x68\x55\x61\x31\x65\x2f\x71\x2f\x37\x56\x45\x46\x69\x35\x63\ -\x6d\x58\x41\x63\x7a\x48\x79\x32\x62\x38\x79\x62\x34\x58\x36\x63\ -\x42\x79\x4e\x6d\x42\x5a\x2f\x74\x54\x30\x42\x43\x38\x72\x6c\x50\ -\x32\x7a\x70\x44\x4a\x52\x41\x61\x6b\x4f\x6c\x44\x69\x50\x32\x6a\ -\x70\x54\x54\x20\x2f\x62\x44\x43\x2f\x61\x49\x79\x4c\x4d\x4a\x47\ -\x56\x52\x30\x56\x55\x63\x2b\x36\x53\x57\x52\x2f\x71\x2b\x77\x6e\ -\x6e\x6f\x4c\x44\x51\x54\x72\x47\x63\x6f\x39\x55\x56\x66\x39\x50\ -\x41\x32\x51\x49\x64\x46\x2f\x41\x5a\x67\x74\x44\x7a\x30\x70\x46\ -\x75\x33\x36\x47\x79\x4c\x68\x2b\x75\x4e\x46\x76\x39\x38\x54\x43\ -\x20\x78\x2f\x58\x6e\x52\x78\x36\x59\x36\x66\x65\x57\x54\x43\x62\ -\x33\x74\x35\x57\x78\x36\x30\x41\x6e\x50\x6b\x43\x4e\x6e\x41\x2f\ -\x38\x77\x58\x2b\x76\x36\x53\x4e\x62\x4b\x76\x30\x69\x35\x58\x51\ -\x64\x4c\x38\x68\x50\x46\x61\x4b\x6f\x76\x6b\x5a\x46\x58\x75\x4e\ -\x69\x53\x54\x6e\x64\x32\x34\x43\x38\x69\x46\x79\x5a\x20\x79\x5a\ -\x63\x6d\x62\x57\x76\x5a\x58\x61\x48\x49\x4f\x6b\x46\x54\x45\x35\ -\x63\x52\x6e\x32\x4b\x33\x2b\x30\x42\x66\x6e\x58\x61\x63\x63\x7a\ -\x4f\x46\x77\x76\x64\x72\x43\x78\x33\x48\x57\x57\x7a\x52\x6a\x77\ -\x45\x59\x43\x62\x62\x4f\x51\x4d\x34\x69\x56\x44\x73\x32\x4e\x66\ -\x6a\x6c\x31\x6d\x47\x61\x6b\x6f\x34\x4a\x20\x41\x55\x75\x51\x46\ -\x68\x74\x30\x59\x46\x62\x49\x67\x75\x33\x67\x4f\x4d\x35\x69\x4e\ -\x58\x6f\x55\x69\x6b\x6c\x48\x6f\x7a\x30\x48\x64\x48\x56\x6c\x31\ -\x36\x78\x5a\x30\x78\x77\x30\x33\x62\x56\x72\x31\x30\x34\x36\x57\ -\x36\x68\x57\x6d\x38\x58\x36\x41\x62\x42\x6c\x33\x53\x4d\x44\x31\ 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-\x54\x69\x4f\x70\x4c\x55\x6b\x37\x6b\x48\x63\x41\x33\x42\x48\x50\ -\x62\x2f\x45\x57\x4c\x20\x42\x74\x65\x75\x58\x56\x75\x4f\x78\x57\ -\x4c\x64\x41\x64\x79\x6a\x55\x44\x31\x50\x6c\x5a\x66\x53\x6a\x76\ -\x2b\x6a\x6e\x4b\x52\x69\x54\x30\x6f\x35\x33\x57\x74\x55\x2b\x58\ -\x6f\x5a\x38\x35\x4f\x61\x61\x4e\x2f\x32\x59\x6c\x32\x70\x74\x44\ -\x48\x56\x33\x66\x31\x78\x43\x58\x4a\x45\x67\x36\x73\x51\x49\x48\ -\x2f\x4e\x20\x46\x49\x75\x33\x37\x4d\x67\x78\x64\x7a\x6c\x45\x63\ -\x36\x33\x33\x75\x62\x59\x4e\x57\x48\x31\x39\x6d\x78\x37\x76\x6a\ -\x58\x65\x64\x5a\x44\x56\x77\x6e\x53\x43\x4e\x52\x4e\x50\x48\x42\ -\x44\x36\x32\x2f\x2f\x4c\x75\x79\x35\x6c\x61\x5a\x6d\x34\x32\x73\ -\x49\x6d\x6d\x6a\x45\x71\x62\x6b\x71\x69\x4a\x41\x55\x74\x31\x20\ -\x55\x58\x4f\x6a\x73\x49\x7a\x37\x30\x38\x30\x71\x44\x6b\x6f\x6b\ -\x55\x6d\x56\x31\x76\x79\x4c\x77\x66\x4a\x52\x4c\x56\x44\x6c\x66\ -\x68\x50\x74\x56\x39\x46\x62\x55\x78\x41\x55\x62\x52\x58\x6d\x6d\ -\x49\x69\x63\x44\x69\x4d\x4b\x57\x72\x56\x74\x2f\x4f\x75\x6b\x42\ -\x72\x55\x52\x39\x30\x6f\x76\x68\x6d\x62\x59\x64\x20\x6d\x6d\x75\ -\x59\x2b\x51\x73\x75\x63\x4c\x63\x39\x47\x57\x75\x77\x31\x39\x71\ -\x67\x77\x58\x6c\x48\x55\x78\x6e\x39\x70\x73\x41\x35\x49\x53\x76\ -\x4c\x4b\x75\x49\x2b\x52\x38\x58\x38\x51\x70\x41\x50\x5a\x41\x71\ -\x6c\x4b\x31\x4e\x4f\x39\x79\x44\x49\x59\x39\x6c\x69\x36\x66\x33\ -\x70\x57\x4e\x65\x46\x71\x4a\x7a\x66\x20\x37\x68\x79\x78\x57\x43\ -\x79\x43\x56\x70\x6f\x70\x49\x61\x4f\x4d\x4b\x37\x59\x65\x68\x73\ -\x70\x68\x71\x6f\x71\x4c\x67\x47\x6b\x63\x65\x6a\x63\x50\x77\x2f\ -\x58\x5a\x77\x4c\x4d\x56\x6c\x79\x32\x50\x62\x53\x4c\x6c\x64\x49\ -\x4f\x32\x70\x76\x35\x34\x4e\x32\x74\x7a\x6b\x56\x30\x5a\x44\x38\ -\x4b\x72\x52\x46\x6a\x56\x20\x67\x56\x36\x56\x63\x72\x70\x2f\x72\ -\x2f\x41\x62\x67\x37\x30\x6c\x55\x78\x6a\x78\x4c\x54\x77\x33\x49\ -\x5a\x42\x30\x77\x6b\x63\x59\x4d\x65\x65\x72\x63\x6c\x35\x56\x37\ -\x61\x47\x47\x62\x51\x46\x6a\x58\x7a\x2b\x4e\x59\x2b\x79\x57\x45\ -\x45\x7a\x4f\x70\x2f\x53\x78\x4a\x42\x77\x4f\x4c\x32\x7a\x6e\x42\ -\x4e\x57\x58\x20\x47\x2f\x34\x48\x38\x4d\x79\x30\x34\x78\x77\x6f\ -\x78\x74\x31\x50\x43\x47\x31\x62\x74\x47\x7a\x5a\x75\x6a\x56\x72\ -\x31\x70\x54\x4a\x2b\x35\x64\x5a\x35\x67\x43\x50\x30\x42\x53\x77\ -\x70\x4e\x32\x51\x45\x4a\x48\x39\x57\x77\x36\x68\x4d\x75\x74\x44\ -\x77\x6f\x4d\x53\x69\x56\x51\x46\x39\x77\x45\x52\x67\x71\x4a\x36\ -\x20\x64\x6c\x2b\x75\x65\x48\x30\x36\x46\x6e\x32\x62\x77\x44\x32\ -\x5a\x4a\x75\x75\x68\x33\x74\x37\x46\x2b\x39\x6e\x52\x68\x53\x74\ -\x55\x62\x4c\x4b\x74\x4e\x5a\x65\x52\x70\x57\x6a\x4c\x46\x37\x6c\ -\x48\x44\x67\x63\x62\x30\x64\x66\x58\x4e\x78\x71\x4a\x52\x46\x37\ -\x63\x47\x64\x43\x66\x6f\x5a\x77\x45\x6e\x43\x79\x56\x20\x30\x64\ -\x73\x55\x65\x52\x4b\x55\x79\x72\x79\x74\x5a\x53\x72\x7a\x48\x38\ -\x55\x71\x37\x4a\x42\x41\x6e\x69\x34\x4d\x61\x6d\x55\x74\x56\x59\ -\x57\x47\x2b\x6c\x4c\x52\x43\x77\x52\x78\x55\x4b\x34\x41\x71\x51\ -\x37\x50\x74\x52\x33\x42\x4d\x49\x73\x6e\x6c\x2b\x73\x33\x4b\x74\ -\x32\x47\x6b\x6b\x56\x59\x44\x69\x77\x52\x20\x35\x52\x4c\x46\x33\ -\x49\x4c\x59\x43\x5a\x51\x54\x55\x66\x4d\x43\x4e\x58\x6f\x65\x71\ -\x71\x39\x70\x75\x4a\x49\x51\x63\x49\x72\x41\x4b\x59\x6f\x68\x35\ -\x58\x52\x76\x41\x65\x30\x44\x79\x51\x49\x62\x51\x62\x65\x71\x53\ -\x46\x6d\x55\x68\x59\x68\x30\x59\x72\x55\x48\x6b\x55\x4e\x41\x46\ -\x37\x58\x65\x44\x71\x44\x49\x20\x75\x2f\x74\x79\x51\x33\x4d\x36\ -\x2f\x4a\x6c\x4a\x36\x43\x54\x33\x39\x49\x4a\x41\x77\x47\x45\x61\ -\x48\x53\x70\x6d\x33\x72\x79\x63\x4f\x2f\x72\x55\x55\x51\x62\x33\ -\x6b\x4d\x33\x72\x68\x34\x35\x4b\x4a\x69\x4e\x2f\x47\x52\x67\x6f\ -\x37\x61\x4b\x4a\x4b\x64\x6e\x59\x2f\x4e\x78\x51\x37\x49\x51\x68\ -\x59\x58\x4d\x71\x20\x33\x6d\x4a\x41\x6f\x4d\x4b\x73\x2b\x2f\x55\ -\x39\x4e\x44\x69\x59\x42\x62\x31\x48\x56\x56\x2f\x57\x6c\x79\x74\ -\x65\x58\x7a\x33\x76\x65\x74\x56\x57\x31\x63\x79\x2b\x76\x6b\x32\ -\x50\x5a\x2f\x4c\x35\x75\x39\x73\x35\x35\x41\x43\x67\x36\x6a\x63\ -\x6c\x37\x6d\x73\x64\x74\x4b\x65\x68\x56\x43\x70\x74\x43\x58\x51\ -\x75\x20\x50\x4b\x33\x42\x35\x66\x6d\x6f\x57\x74\x2b\x66\x61\x71\ -\x6a\x4f\x55\x37\x4f\x6f\x4c\x30\x32\x68\x47\x63\x61\x6f\x53\x63\ -\x59\x69\x4c\x77\x47\x4e\x34\x54\x33\x45\x57\x68\x39\x63\x56\x6a\ -\x70\x46\x37\x63\x2f\x77\x54\x76\x4c\x58\x78\x65\x48\x53\x51\x6c\ -\x53\x75\x42\x6b\x39\x32\x42\x75\x57\x6a\x55\x47\x65\x71\x20\x2f\ -\x79\x52\x62\x47\x4f\x6f\x52\x30\x52\x72\x37\x2f\x6d\x2f\x41\x65\ -\x59\x4a\x2b\x73\x72\x72\x39\x46\x37\x4c\x46\x6f\x59\x4e\x42\x37\ -\x67\x54\x51\x67\x44\x79\x67\x71\x71\x31\x69\x67\x4a\x31\x62\x37\ -\x73\x37\x6d\x53\x36\x2b\x76\x76\x6e\x72\x45\x6e\x31\x7a\x49\x67\ -\x69\x72\x4e\x34\x79\x58\x41\x36\x30\x48\x65\x20\x57\x72\x58\x31\ -\x65\x68\x4f\x71\x72\x2f\x47\x73\x36\x58\x55\x52\x38\x44\x6a\x65\ -\x54\x4f\x45\x34\x68\x49\x38\x50\x46\x45\x6f\x74\x68\x67\x35\x37\ -\x45\x6c\x78\x78\x66\x54\x6d\x53\x4c\x75\x55\x70\x5a\x61\x68\x37\ -\x59\x70\x47\x58\x32\x6d\x31\x62\x63\x34\x4b\x35\x58\x65\x47\x2f\ -\x51\x4b\x34\x31\x72\x6a\x79\x59\x20\x64\x71\x4c\x58\x68\x38\x50\ -\x68\x36\x59\x67\x6d\x7a\x6a\x44\x30\x73\x65\x59\x6c\x42\x70\x6b\ -\x51\x41\x35\x71\x4b\x37\x69\x78\x73\x66\x67\x69\x4a\x36\x4a\x77\ -\x4d\x6f\x56\x77\x4a\x76\x57\x42\x67\x63\x4c\x77\x65\x4a\x63\x70\ -\x53\x68\x4d\x50\x54\x38\x65\x67\x2f\x55\x54\x5a\x55\x6f\x2b\x2b\ -\x77\x77\x6b\x59\x52\x20\x48\x68\x48\x56\x34\x66\x37\x32\x68\x45\ -\x6b\x2f\x30\x34\x4e\x70\x71\x35\x54\x75\x37\x71\x69\x71\x66\x56\ -\x36\x51\x64\x69\x4b\x33\x4b\x33\x77\x47\x31\x47\x4d\x33\x6c\x34\ -\x4d\x50\x71\x61\x64\x47\x30\x52\x62\x57\x6d\x4b\x42\x78\x50\x5a\ -\x36\x61\x4b\x6d\x38\x55\x74\x43\x32\x66\x53\x34\x52\x50\x56\x78\ -\x76\x50\x20\x51\x58\x52\x30\x7a\x52\x72\x4b\x53\x55\x63\x66\x46\ -\x38\x43\x49\x33\x70\x77\x70\x44\x46\x2b\x54\x6a\x6e\x56\x64\x71\ -\x43\x72\x48\x49\x58\x6f\x6e\x6f\x49\x69\x35\x48\x31\x55\x55\x48\ -\x68\x34\x6f\x44\x48\x30\x76\x37\x55\x54\x4f\x38\x52\x74\x35\x43\ -\x57\x77\x31\x78\x6c\x53\x73\x66\x38\x65\x56\x43\x31\x4a\x47\x20\ -\x39\x63\x46\x73\x63\x65\x68\x35\x53\x61\x66\x37\x50\x38\x54\x54\ -\x53\x73\x73\x4a\x50\x46\x6e\x74\x66\x57\x30\x4f\x7a\x47\x4e\x34\ -\x33\x2f\x56\x53\x30\x4b\x75\x4d\x4e\x54\x2b\x30\x68\x6e\x4e\x41\ -\x47\x39\x71\x58\x35\x4e\x50\x5a\x66\x4f\x6c\x39\x55\x33\x31\x4f\ -\x75\x7a\x75\x73\x44\x57\x30\x4f\x2b\x48\x78\x75\x20\x78\x6e\x38\ -\x43\x72\x59\x37\x65\x61\x50\x53\x35\x46\x6e\x36\x43\x34\x4b\x4c\ -\x38\x4e\x2b\x6a\x64\x61\x73\x78\x43\x72\x4a\x34\x6b\x77\x6c\x6b\ -\x4c\x4f\x6f\x49\x75\x38\x4f\x2f\x74\x6a\x6a\x48\x54\x45\x48\x42\ -\x62\x43\x67\x70\x4e\x61\x72\x4e\x54\x4e\x6a\x74\x61\x5a\x55\x35\ -\x6b\x68\x48\x32\x4b\x35\x38\x73\x46\x20\x48\x6b\x46\x6c\x76\x63\ -\x41\x53\x52\x4a\x38\x50\x58\x43\x44\x77\x66\x70\x54\x50\x4b\x39\ -\x4a\x69\x6d\x74\x6b\x49\x47\x62\x65\x43\x47\x6c\x38\x6d\x73\x79\ -\x66\x39\x75\x71\x75\x51\x4b\x5a\x53\x75\x57\x7a\x42\x61\x58\x71\ -\x48\x6f\x68\x34\x45\x6e\x76\x57\x78\x43\x54\x77\x4d\x51\x75\x43\ -\x44\x6c\x64\x50\x38\x64\x20\x36\x41\x4b\x4e\x4a\x70\x33\x75\x36\ -\x30\x44\x65\x41\x43\x43\x71\x4e\x36\x6a\x52\x47\x6b\x32\x6b\x36\ -\x54\x36\x51\x78\x34\x42\x76\x49\x76\x4a\x43\x71\x41\x73\x64\x37\ -\x71\x73\x71\x56\x65\x6b\x57\x30\x31\x62\x4e\x55\x36\x6f\x71\x41\ -\x74\x62\x71\x50\x67\x42\x47\x32\x6a\x38\x6f\x58\x47\x76\x33\x56\ -\x57\x79\x72\x20\x5a\x2b\x54\x59\x2f\x4e\x2f\x30\x78\x4c\x74\x58\ -\x4e\x51\x34\x39\x61\x30\x4d\x67\x45\x62\x30\x79\x55\x78\x68\x61\ -\x43\x56\x34\x2f\x6e\x57\x74\x73\x44\x38\x69\x6e\x76\x61\x30\x43\ -\x52\x77\x72\x69\x47\x63\x32\x71\x5a\x4b\x33\x52\x7a\x7a\x63\x45\ -\x4b\x78\x66\x6b\x34\x6d\x79\x68\x39\x4b\x35\x32\x31\x37\x53\x6e\ -\x20\x6f\x4c\x75\x37\x31\x4a\x4b\x56\x41\x43\x6a\x53\x6c\x6e\x53\ -\x72\x68\x72\x63\x44\x6f\x74\x69\x54\x4d\x6f\x58\x69\x36\x5a\x6c\ -\x43\x36\x66\x4a\x73\x72\x76\x43\x75\x62\x4b\x46\x34\x4a\x4d\x6f\ -\x76\x42\x56\x36\x65\x54\x43\x61\x37\x32\x68\x31\x6a\x70\x71\x48\ -\x77\x5a\x4f\x73\x79\x6e\x66\x41\x37\x6e\x6a\x4a\x67\x20\x53\x62\ -\x31\x65\x4d\x65\x64\x59\x70\x4f\x69\x74\x6d\x58\x7a\x68\x75\x50\ -\x35\x38\x38\x65\x42\x4d\x72\x72\x68\x66\x30\x4e\x56\x6c\x65\x45\ -\x2f\x57\x36\x36\x33\x4b\x43\x39\x76\x74\x72\x4e\x42\x4d\x68\x6b\ -\x52\x56\x6e\x6a\x59\x5a\x56\x69\x50\x57\x62\x74\x6a\x77\x35\x45\ -\x42\x68\x2b\x48\x49\x4e\x56\x67\x35\x45\x20\x39\x49\x4d\x4e\x70\ -\x4d\x2f\x39\x38\x56\x70\x74\x4f\x6f\x44\x46\x41\x6d\x63\x33\x7a\ -\x49\x34\x31\x71\x31\x67\x38\x43\x6e\x78\x50\x34\x47\x56\x6c\x54\ -\x48\x65\x32\x4d\x50\x53\x47\x62\x4c\x37\x30\x32\x7a\x4b\x42\x46\ -\x77\x47\x2f\x71\x57\x35\x54\x72\x55\x66\x5a\x57\x47\x39\x58\x56\ -\x38\x75\x51\x77\x36\x71\x5a\x20\x55\x4e\x4d\x79\x71\x67\x45\x41\ -\x61\x36\x56\x74\x51\x64\x73\x67\x31\x36\x6e\x58\x37\x4f\x77\x4b\ -\x2b\x71\x6e\x78\x4e\x66\x6f\x63\x61\x7a\x31\x46\x41\x68\x45\x57\ -\x72\x34\x68\x45\x6c\x67\x5a\x30\x59\x73\x61\x76\x6e\x69\x6b\x72\ -\x75\x64\x78\x49\x52\x71\x6f\x7a\x32\x6b\x4a\x5a\x56\x62\x54\x61\ -\x5a\x38\x6e\x6e\x20\x47\x4e\x64\x45\x79\x34\x75\x61\x46\x32\x59\ -\x4c\x70\x53\x2b\x33\x75\x35\x34\x39\x43\x56\x57\x4f\x5a\x4b\x74\ -\x2f\x6e\x32\x69\x6e\x7a\x2b\x5a\x31\x57\x43\x45\x47\x33\x4f\x74\ -\x6a\x49\x75\x49\x61\x30\x61\x38\x44\x68\x6b\x70\x6c\x6a\x74\x74\ -\x7a\x57\x74\x4e\x76\x61\x52\x6f\x53\x54\x69\x4e\x67\x36\x61\x36\ -\x79\x20\x39\x57\x37\x35\x45\x74\x61\x56\x53\x68\x73\x56\x76\x55\ -\x72\x68\x75\x43\x58\x68\x38\x46\x53\x53\x7a\x53\x30\x5a\x6c\x6d\ -\x4b\x66\x64\x68\x6c\x57\x49\x77\x59\x47\x4e\x67\x78\x6e\x38\x38\ -\x4e\x58\x44\x42\x52\x4b\x42\x79\x49\x63\x44\x33\x77\x4e\x35\x48\ -\x36\x38\x32\x5a\x66\x61\x30\x32\x73\x4c\x4d\x41\x6a\x79\x20\x56\ -\x30\x52\x2b\x4c\x4d\x6f\x6c\x78\x73\x6f\x78\x43\x78\x59\x74\x44\ -\x6d\x63\x4c\x51\x2b\x64\x6c\x43\x6b\x4d\x2f\x62\x57\x52\x41\x46\ -\x77\x71\x46\x72\x51\x73\x57\x4c\x58\x34\x4a\x38\x49\x33\x78\x4d\ -\x38\x6d\x68\x62\x6c\x41\x79\x41\x71\x63\x31\x6e\x74\x2b\x30\x4f\ -\x50\x57\x30\x38\x6b\x70\x71\x53\x43\x61\x58\x20\x64\x58\x6c\x30\ -\x44\x4b\x42\x57\x4d\x78\x4f\x39\x50\x46\x4d\x59\x66\x6a\x65\x69\ -\x2f\x77\x2f\x71\x6d\x62\x30\x42\x55\x44\x69\x34\x62\x43\x69\x70\ -\x79\x4c\x55\x41\x56\x75\x56\x35\x79\x56\x6a\x6b\x70\x56\x4c\x4e\ -\x4a\x4a\x4b\x78\x37\x68\x63\x71\x6e\x70\x36\x39\x45\x76\x67\x6a\ -\x79\x6e\x73\x62\x54\x6d\x65\x42\x20\x62\x30\x6a\x48\x74\x6b\x4f\ -\x65\x6a\x72\x5a\x66\x2b\x44\x41\x75\x56\x55\x33\x62\x33\x37\x59\ -\x6f\x6a\x31\x4b\x74\x57\x61\x64\x69\x6b\x5a\x50\x54\x73\x65\x69\ -\x6d\x48\x73\x66\x70\x42\x62\x44\x56\x32\x56\x70\x6a\x37\x42\x79\ -\x72\x4e\x76\x67\x6d\x46\x42\x4f\x47\x68\x4e\x4f\x67\x33\x38\x73\ -\x75\x30\x68\x4c\x53\x20\x4a\x30\x44\x4f\x53\x63\x65\x69\x35\x77\ -\x44\x58\x49\x4a\x4a\x54\x37\x46\x6f\x72\x6f\x65\x38\x48\x62\x4f\ -\x58\x54\x6d\x7a\x59\x4d\x72\x57\x59\x69\x38\x37\x30\x5a\x4c\x56\ -\x2b\x59\x45\x58\x6c\x61\x42\x36\x77\x47\x61\x44\x59\x2f\x64\x44\ -\x76\x6a\x52\x66\x43\x70\x55\x5a\x71\x63\x64\x31\x4f\x6c\x67\x72\ -\x77\x78\x20\x46\x65\x33\x36\x48\x53\x4b\x66\x78\x57\x50\x4f\x37\ -\x77\x4d\x38\x41\x30\x42\x56\x33\x70\x78\x30\x75\x70\x59\x72\x32\ -\x67\x75\x67\x74\x63\x39\x65\x41\x76\x76\x56\x48\x70\x71\x70\x31\ -\x50\x49\x77\x59\x35\x70\x41\x51\x4f\x43\x4e\x56\x49\x4c\x76\x59\ -\x76\x77\x37\x55\x6b\x47\x75\x79\x4f\x53\x48\x72\x67\x44\x49\x20\ -\x35\x6f\x63\x2f\x6d\x34\x35\x45\x72\x73\x66\x59\x69\x30\x42\x65\ -\x4e\x57\x36\x4d\x71\x69\x45\x38\x46\x78\x30\x45\x7a\x6b\x62\x31\ -\x37\x4e\x6f\x31\x69\x76\x4b\x62\x38\x51\x64\x30\x76\x64\x58\x49\ -\x42\x57\x34\x4d\x47\x50\x31\x77\x58\x32\x35\x34\x6a\x35\x30\x4a\ -\x33\x42\x46\x49\x30\x31\x43\x71\x42\x59\x62\x2f\x20\x78\x50\x4b\ -\x4c\x64\x4e\x78\x35\x74\x36\x68\x39\x53\x4f\x45\x41\x56\x33\x56\ -\x70\x4d\x68\x70\x64\x71\x76\x42\x70\x67\x63\x33\x7a\x74\x35\x5a\ -\x33\x75\x56\x43\x41\x4e\x6b\x30\x45\x54\x68\x6d\x77\x46\x4c\x30\ -\x30\x45\x51\x6b\x66\x43\x76\x7a\x4b\x4e\x5a\x56\x66\x46\x77\x71\ -\x50\x7a\x42\x46\x4a\x51\x2b\x59\x44\x20\x39\x31\x4e\x72\x4d\x31\ -\x41\x39\x46\x54\x57\x46\x77\x63\x4c\x67\x55\x44\x6f\x57\x52\x54\ -\x41\x48\x30\x7a\x35\x67\x74\x55\x42\x31\x6c\x77\x31\x76\x6e\x78\ -\x62\x49\x46\x6f\x64\x2f\x37\x44\x6a\x4f\x4c\x30\x4c\x59\x63\x30\ -\x54\x30\x6f\x6f\x62\x68\x35\x57\x47\x43\x6a\x50\x66\x39\x71\x58\ -\x77\x32\x36\x58\x52\x66\x20\x57\x47\x32\x74\x51\x6b\x51\x76\x70\ -\x42\x79\x34\x73\x43\x48\x66\x71\x6b\x39\x56\x4b\x39\x77\x68\x77\ -\x6e\x73\x79\x2b\x64\x4b\x45\x34\x46\x6f\x31\x48\x37\x67\x4d\x65\ -\x45\x38\x36\x31\x6e\x55\x45\x56\x6f\x35\x56\x49\x34\x65\x68\x2b\ -\x6b\x79\x51\x67\x79\x65\x68\x56\x46\x52\x51\x48\x67\x61\x39\x44\ -\x2f\x6a\x56\x20\x47\x49\x46\x66\x37\x69\x6a\x4a\x39\x4f\x6b\x4f\ -\x6c\x2b\x41\x39\x51\x53\x71\x33\x71\x2b\x71\x56\x69\x72\x67\x41\ -\x41\x5a\x48\x39\x56\x57\x77\x61\x5a\x48\x2f\x51\x38\x39\x5a\x75\ -\x32\x4e\x42\x53\x55\x35\x6f\x4e\x52\x4b\x50\x52\x4a\x55\x47\x74\ -\x76\x45\x54\x51\x59\x31\x73\x6d\x2f\x57\x43\x2f\x78\x74\x66\x54\ -\x20\x61\x58\x42\x63\x67\x47\x64\x78\x66\x6b\x62\x41\x42\x6a\x55\ -\x52\x36\x62\x6f\x58\x30\x56\x2b\x44\x2f\x76\x64\x67\x63\x66\x31\ -\x64\x7a\x4a\x34\x32\x65\x67\x69\x52\x36\x37\x42\x36\x51\x62\x56\ -\x79\x73\x71\x2b\x49\x66\x57\x4d\x71\x46\x71\x30\x47\x73\x4f\x30\ -\x66\x33\x67\x6e\x61\x51\x74\x76\x59\x69\x2b\x31\x44\x20\x64\x62\ -\x6a\x34\x54\x65\x43\x62\x53\x53\x66\x38\x62\x43\x50\x6d\x33\x31\ -\x55\x35\x6f\x53\x6d\x49\x64\x41\x71\x54\x61\x34\x73\x72\x30\x6d\ -\x39\x45\x66\x2b\x64\x61\x38\x35\x33\x42\x59\x76\x45\x76\x6b\x32\ -\x31\x58\x32\x7a\x79\x54\x48\x2f\x34\x62\x48\x6a\x57\x69\x42\x75\ -\x6e\x74\x36\x6c\x70\x61\x37\x70\x53\x6c\x20\x51\x57\x57\x42\x57\ -\x35\x47\x6e\x4e\x4f\x53\x4f\x37\x72\x50\x50\x30\x75\x4b\x65\x54\ -\x67\x79\x65\x4b\x78\x69\x74\x48\x4b\x4f\x51\x41\x74\x61\x42\x50\ -\x49\x48\x71\x59\x79\x35\x73\x4e\x6c\x5a\x75\x4e\x67\x48\x33\x30\ -\x43\x71\x78\x64\x4e\x5a\x51\x44\x56\x4a\x6e\x4b\x48\x4b\x57\x61\ -\x4f\x56\x45\x49\x44\x52\x4a\x20\x6f\x58\x4e\x79\x57\x6f\x4e\x4f\ -\x7a\x66\x59\x56\x30\x47\x65\x68\x50\x41\x76\x6b\x76\x56\x56\x76\ -\x74\x4e\x2b\x67\x2b\x6d\x73\x33\x30\x50\x48\x72\x47\x62\x5a\x56\ -\x57\x6c\x41\x39\x6f\x36\x44\x45\x45\x58\x70\x42\x35\x67\x6b\x63\ -\x42\x34\x78\x30\x57\x50\x6e\x5a\x44\x4a\x35\x72\x4c\x33\x59\x41\ -\x41\x34\x57\x52\x20\x76\x77\x4a\x2f\x42\x55\x67\x35\x6b\x54\x76\ -\x78\x4c\x4e\x66\x41\x73\x31\x32\x62\x70\x37\x43\x6b\x49\x58\x42\ -\x74\x45\x35\x48\x58\x6c\x51\x6e\x63\x6c\x73\x2f\x76\x64\x4e\x2b\ -\x48\x56\x68\x76\x69\x6d\x77\x51\x64\x39\x38\x79\x57\x71\x31\x32\ -\x42\x4b\x6f\x2b\x78\x50\x5a\x64\x78\x68\x68\x47\x4a\x52\x4a\x59\ -\x47\x20\x31\x54\x30\x44\x6f\x52\x61\x6b\x67\x6a\x35\x2b\x68\x4d\ -\x32\x59\x6b\x45\x6b\x33\x5a\x56\x6a\x79\x2b\x48\x5a\x32\x4b\x43\ -\x77\x42\x7a\x6b\x58\x6b\x33\x49\x41\x74\x75\x34\x6c\x49\x2b\x43\ -\x35\x52\x66\x71\x46\x69\x66\x7a\x4e\x59\x32\x6e\x41\x76\x4f\x39\ -\x6a\x75\x73\x47\x72\x56\x71\x74\x44\x6d\x39\x63\x4f\x67\x20\x2b\ -\x68\x6a\x6f\x65\x6b\x52\x4f\x46\x66\x69\x35\x69\x50\x73\x65\x56\ -\x77\x4d\x76\x43\x6d\x42\x75\x2b\x6d\x63\x78\x76\x7a\x66\x56\x33\ -\x30\x31\x51\x62\x65\x55\x35\x73\x76\x72\x79\x30\x63\x43\x38\x68\ -\x53\x2f\x75\x36\x2b\x73\x62\x54\x55\x57\x37\x7a\x30\x50\x34\x44\ -\x6f\x43\x6f\x33\x70\x51\x70\x44\x50\x31\x67\x20\x46\x31\x37\x6d\ -\x58\x6b\x77\x54\x50\x54\x33\x68\x35\x59\x79\x46\x4c\x70\x32\x33\ -\x62\x66\x54\x79\x6e\x52\x30\x57\x39\x6e\x5a\x31\x4c\x52\x73\x54\ -\x50\x55\x4f\x45\x6c\x34\x4f\x37\x47\x70\x6e\x57\x71\x47\x35\x53\ -\x54\x4e\x67\x35\x49\x4a\x58\x58\x57\x77\x4b\x6e\x57\x75\x57\x55\ -\x61\x69\x61\x7a\x50\x51\x58\x33\x20\x41\x50\x42\x63\x46\x5a\x34\ -\x4c\x35\x75\x4f\x4a\x79\x50\x49\x43\x79\x47\x38\x45\x2f\x65\x56\ -\x54\x5a\x62\x31\x35\x77\x33\x61\x38\x38\x63\x32\x62\x4e\x39\x66\ -\x54\x77\x4b\x41\x45\x58\x2b\x6c\x61\x75\x79\x4a\x57\x4b\x4e\x78\ -\x38\x71\x7a\x63\x62\x4d\x6a\x66\x36\x34\x6e\x73\x78\x62\x51\x54\ -\x56\x66\x52\x6e\x6a\x20\x42\x66\x51\x66\x31\x79\x33\x73\x52\x56\ -\x35\x52\x65\x32\x5a\x5a\x49\x39\x2f\x61\x4a\x52\x65\x33\x46\x39\ -\x4e\x47\x4b\x72\x55\x38\x4c\x4a\x58\x51\x5a\x54\x72\x47\x6d\x30\ -\x41\x58\x62\x4e\x31\x33\x33\x34\x2b\x79\x59\x66\x74\x4e\x77\x33\ -\x76\x43\x34\x65\x56\x75\x55\x4d\x39\x55\x6c\x62\x50\x4b\x36\x47\ -\x72\x78\x20\x4e\x59\x4b\x5a\x45\x68\x75\x42\x47\x77\x30\x36\x49\ -\x51\x75\x63\x45\x4c\x41\x79\x78\x59\x33\x72\x67\x48\x58\x41\x35\ -\x38\x50\x68\x38\x4d\x4c\x35\x41\x55\x35\x53\x4f\x42\x58\x30\x52\ -\x58\x37\x36\x79\x75\x30\x68\x44\x76\x41\x47\x52\x64\x36\x77\x49\ -\x43\x52\x6a\x79\x55\x6a\x34\x4e\x6f\x52\x66\x56\x38\x54\x2b\x20\ -\x64\x36\x47\x77\x6f\x61\x30\x74\x64\x69\x61\x54\x65\x53\x49\x64\ -\x69\x7a\x34\x6c\x79\x4d\x48\x72\x63\x72\x6c\x72\x67\x45\x78\x2f\ -\x75\x78\x33\x38\x38\x52\x68\x4e\x58\x43\x7a\x64\x79\x65\x69\x2b\ -\x46\x35\x4e\x41\x39\x4d\x57\x31\x58\x46\x72\x52\x36\x38\x41\x54\ -\x43\x39\x51\x78\x50\x62\x6d\x36\x63\x47\x53\x67\x20\x4d\x48\x54\ -\x7a\x4c\x72\x75\x2b\x70\x7a\x39\x61\x5a\x77\x53\x6c\x74\x63\x32\ -\x6c\x45\x63\x6c\x6b\x73\x71\x76\x44\x32\x67\x55\x41\x46\x64\x63\ -\x4e\x49\x76\x70\x61\x4b\x6e\x49\x78\x48\x6f\x31\x67\x6f\x38\x4c\ -\x48\x73\x70\x6c\x4d\x32\x32\x4e\x4d\x4f\x4e\x36\x79\x5a\x56\x31\ -\x30\x79\x42\x6d\x71\x63\x6c\x59\x46\x20\x6a\x6b\x64\x6c\x52\x34\ -\x4c\x55\x42\x68\x46\x75\x74\x4d\x72\x31\x75\x64\x4c\x49\x48\x2f\ -\x43\x70\x6a\x30\x2f\x36\x41\x36\x34\x32\x46\x76\x2b\x73\x2b\x6b\ -\x63\x69\x73\x75\x78\x5a\x6f\x75\x59\x55\x46\x55\x37\x48\x49\x2b\ -\x4a\x74\x7a\x77\x56\x31\x4b\x4c\x77\x41\x35\x51\x55\x42\x4e\x5a\ -\x39\x4c\x64\x69\x39\x37\x20\x30\x63\x44\x51\x68\x74\x2f\x34\x62\ -\x62\x68\x71\x31\x61\x72\x51\x35\x6b\x63\x32\x58\x49\x4c\x72\x50\ -\x71\x4c\x77\x33\x48\x54\x63\x65\x54\x65\x41\x71\x49\x5a\x55\x71\ -\x30\x56\x7a\x6b\x55\x34\x55\x79\x52\x53\x4b\x62\x35\x2f\x38\x6c\ -\x4c\x4b\x74\x65\x55\x51\x71\x30\x4c\x5a\x64\x59\x53\x2b\x32\x48\ -\x37\x32\x39\x20\x69\x2f\x64\x7a\x74\x38\x6e\x78\x56\x57\x47\x46\ -\x6f\x59\x46\x43\x6c\x59\x67\x34\x32\x6e\x6b\x73\x55\x6d\x32\x5a\ -\x45\x58\x37\x48\x30\x38\x53\x34\x64\x6a\x65\x45\x34\x47\x66\x58\ -\x5a\x39\x74\x33\x46\x35\x68\x4b\x2b\x52\x73\x56\x34\x56\x54\x76\ -\x52\x66\x55\x77\x77\x6b\x4f\x43\x66\x4d\x34\x31\x77\x65\x39\x4d\ -\x20\x4a\x74\x76\x55\x69\x47\x58\x4c\x6c\x75\x32\x7a\x49\x42\x52\ -\x34\x4e\x61\x6f\x76\x56\x2b\x46\x35\x36\x41\x35\x6c\x55\x69\x4f\ -\x71\x63\x71\x4d\x59\x76\x58\x36\x77\x4f\x48\x49\x62\x55\x39\x77\ -\x6e\x30\x38\x34\x34\x42\x6b\x73\x62\x2f\x67\x37\x38\x48\x66\x68\ -\x45\x4e\x42\x70\x64\x45\x72\x54\x6c\x55\x78\x41\x35\x20\x44\x54\ -\x69\x5a\x56\x6c\x6d\x51\x74\x6c\x44\x45\x74\x37\x45\x79\x6e\x59\ -\x36\x75\x65\x47\x7a\x54\x68\x75\x39\x69\x35\x4b\x76\x65\x5a\x65\ -\x73\x71\x6c\x46\x58\x65\x50\x6a\x42\x42\x2b\x6b\x5a\x34\x44\x47\ -\x67\x54\x73\x4c\x54\x31\x43\x39\x4f\x64\x4e\x7a\x62\x59\x69\x34\ -\x6d\x77\x57\x2b\x63\x66\x69\x58\x67\x45\x20\x51\x30\x58\x2f\x51\ -\x6c\x56\x58\x53\x38\x55\x63\x33\x2f\x44\x41\x2b\x4a\x39\x64\x64\ -\x48\x6c\x50\x65\x30\x53\x6a\x30\x63\x56\x2b\x63\x6a\x30\x71\x37\ -\x62\x73\x36\x56\x50\x69\x44\x43\x41\x74\x51\x32\x51\x39\x30\x43\ -\x5a\x42\x45\x70\x55\x50\x52\x51\x44\x41\x59\x6e\x46\x62\x74\x65\ -\x55\x48\x49\x76\x42\x4c\x30\x20\x50\x39\x75\x70\x52\x45\x36\x43\ -\x59\x64\x41\x62\x78\x4a\x69\x66\x44\x42\x53\x47\x74\x38\x75\x46\ -\x66\x59\x65\x47\x53\x46\x56\x75\x79\x2f\x65\x72\x66\x34\x46\x59\ -\x64\x2f\x66\x52\x59\x75\x79\x4c\x6a\x48\x4b\x61\x30\x74\x34\x58\ -\x72\x59\x71\x57\x32\x6c\x68\x76\x4b\x76\x46\x36\x56\x66\x32\x63\ -\x77\x73\x58\x69\x20\x6b\x6c\x66\x59\x42\x6e\x6f\x37\x56\x74\x34\ -\x59\x44\x41\x51\x71\x41\x47\x35\x6f\x39\x4d\x6c\x79\x75\x62\x4d\ -\x4d\x73\x4f\x2b\x2b\x2b\x7a\x34\x31\x6d\x54\x77\x79\x41\x4d\x72\ -\x36\x35\x67\x39\x53\x31\x55\x2f\x6a\x66\x53\x39\x32\x42\x69\x72\ -\x75\x34\x65\x4d\x4b\x4d\x76\x4c\x58\x38\x54\x58\x32\x32\x4e\x72\ -\x79\x20\x69\x67\x54\x33\x54\x48\x47\x38\x50\x51\x41\x69\x59\x34\ -\x75\x62\x6c\x4b\x55\x42\x43\x4b\x68\x70\x4f\x35\x7a\x4c\x35\x6f\ -\x75\x66\x42\x54\x35\x62\x66\x57\x6e\x53\x73\x63\x6a\x35\x77\x45\ -\x65\x42\x71\x2b\x33\x6f\x31\x76\x65\x6c\x34\x38\x36\x6e\x4d\x37\ -\x6e\x43\x46\x39\x73\x64\x51\x39\x47\x6f\x54\x44\x39\x61\x20\x6c\ -\x59\x41\x62\x6a\x4a\x71\x66\x5a\x49\x65\x47\x2f\x6b\x53\x54\x59\ -\x4f\x52\x30\x4d\x52\x4d\x31\x48\x54\x63\x2f\x4e\x50\x52\x48\x50\ -\x49\x57\x41\x39\x2f\x5a\x45\x49\x6a\x46\x58\x4b\x71\x65\x71\x79\ -\x71\x6e\x41\x69\x62\x53\x30\x61\x34\x43\x59\x69\x57\x53\x77\x33\ -\x6d\x54\x79\x4f\x59\x72\x39\x4d\x71\x70\x6e\x20\x57\x38\x45\x61\ -\x39\x45\x79\x55\x41\x69\x4a\x4c\x4d\x73\x58\x69\x75\x68\x32\x36\ -\x4b\x76\x47\x5a\x34\x78\x5a\x74\x36\x39\x65\x32\x46\x39\x73\x50\ -\x55\x51\x36\x76\x45\x55\x4c\x46\x55\x32\x6d\x6f\x77\x68\x78\x63\ -\x7a\x62\x41\x65\x6d\x51\x45\x61\x77\x31\x35\x4d\x67\x71\x43\x61\ -\x4a\x62\x37\x70\x6b\x48\x47\x6e\x20\x58\x58\x38\x43\x62\x43\x5a\ -\x66\x75\x6e\x62\x6c\x73\x6d\x55\x2f\x33\x74\x6f\x5a\x75\x67\x53\ -\x52\x53\x31\x47\x39\x48\x47\x67\x62\x73\x46\x43\x4a\x74\x49\x39\ -\x58\x57\x68\x43\x52\x47\x36\x7a\x61\x6e\x2b\x52\x4b\x47\x2b\x35\ -\x67\x42\x34\x4e\x55\x49\x32\x61\x38\x43\x4e\x31\x66\x4b\x75\x57\ -\x42\x72\x77\x42\x66\x20\x53\x53\x61\x54\x38\x33\x52\x73\x36\x77\ -\x68\x4e\x62\x46\x56\x74\x43\x6d\x4a\x39\x41\x77\x4e\x33\x39\x76\ -\x62\x47\x6a\x37\x42\x57\x6a\x62\x6a\x6d\x44\x67\x33\x59\x77\x38\ -\x58\x6c\x41\x78\x59\x4f\x36\x34\x6b\x35\x56\x31\x6e\x31\x31\x33\ -\x55\x53\x35\x4d\x75\x5a\x51\x73\x48\x50\x54\x42\x4b\x51\x51\x69\ -\x75\x72\x20\x51\x73\x4b\x2b\x6d\x2b\x37\x46\x44\x6b\x4e\x6c\x33\ -\x45\x35\x38\x79\x35\x68\x64\x41\x39\x55\x2b\x77\x55\x71\x31\x50\ -\x55\x5a\x35\x63\x42\x64\x64\x32\x76\x38\x4a\x71\x4e\x58\x75\x5a\ -\x70\x56\x67\x41\x46\x50\x78\x48\x4e\x4f\x33\x42\x31\x55\x4b\x77\ -\x30\x63\x53\x69\x63\x54\x58\x67\x37\x62\x79\x2b\x71\x6d\x32\x20\ -\x4e\x30\x4b\x33\x54\x37\x42\x38\x42\x4f\x55\x37\x69\x50\x35\x6b\ -\x73\x4c\x54\x2b\x4c\x38\x79\x77\x6b\x75\x75\x73\x7a\x70\x6f\x4e\ -\x44\x41\x78\x73\x71\x35\x4a\x4c\x4a\x77\x51\x73\x55\x62\x4e\x66\ -\x38\x37\x5a\x39\x66\x62\x6c\x2f\x70\x4a\x50\x78\x42\x78\x44\x35\ -\x52\x53\x5a\x54\x65\x44\x67\x56\x64\x34\x5a\x46\x20\x64\x59\x6d\ -\x69\x62\x2f\x58\x35\x50\x6a\x77\x59\x2f\x54\x6e\x34\x75\x74\x2b\ -\x69\x61\x68\x2b\x57\x31\x68\x33\x33\x54\x79\x61\x54\x38\x36\x5a\ -\x54\x55\x4e\x79\x4c\x36\x61\x4c\x75\x34\x76\x4e\x45\x54\x51\x45\ -\x32\x4d\x42\x62\x71\x73\x54\x58\x5a\x5a\x4a\x6c\x61\x39\x58\x49\ -\x76\x64\x67\x4b\x47\x74\x45\x39\x49\x20\x47\x4e\x30\x5a\x4a\x2f\ -\x44\x42\x77\x63\x45\x68\x76\x4f\x46\x68\x57\x36\x69\x50\x32\x61\ -\x30\x49\x4e\x77\x79\x55\x52\x69\x37\x5a\x30\x58\x4e\x50\x68\x62\ -\x6d\x59\x35\x74\x2b\x45\x31\x77\x4a\x51\x68\x2f\x72\x37\x48\x79\ -\x72\x6f\x56\x52\x6a\x37\x5a\x77\x43\x78\x31\x6b\x55\x45\x68\x4e\ -\x4f\x44\x56\x76\x37\x75\x20\x47\x72\x64\x4c\x4e\x58\x41\x4c\x36\ -\x43\x43\x68\x7a\x75\x64\x6c\x70\x70\x68\x79\x46\x55\x4f\x66\x58\ -\x32\x79\x33\x32\x37\x61\x6c\x32\x63\x76\x6c\x6d\x6b\x6c\x30\x41\ -\x79\x68\x53\x2f\x34\x48\x59\x68\x6b\x6b\x59\x51\x66\x63\x53\x66\ -\x47\x63\x54\x4f\x76\x47\x33\x56\x63\x57\x73\x4f\x37\x56\x58\x30\ -\x52\x4b\x77\x20\x46\x46\x70\x63\x66\x47\x59\x53\x55\x38\x72\x4c\ -\x7a\x41\x42\x61\x4e\x4f\x47\x6c\x32\x6e\x48\x66\x6a\x4d\x78\x41\ -\x2f\x69\x75\x5a\x54\x48\x57\x49\x4a\x35\x37\x74\x6b\x72\x48\x79\ -\x35\x4c\x70\x43\x6f\x64\x69\x66\x47\x31\x6f\x6a\x36\x4e\x2b\x42\ -\x51\x79\x69\x50\x2f\x6b\x38\x6b\x45\x6d\x6d\x70\x6a\x54\x57\x69\ -\x20\x51\x73\x69\x33\x39\x6d\x57\x4d\x50\x72\x33\x73\x79\x6e\x63\ -\x39\x4f\x71\x41\x70\x4d\x4a\x6c\x78\x59\x31\x59\x56\x38\x58\x57\ -\x63\x32\x49\x73\x5a\x67\x6b\x70\x72\x77\x4a\x4c\x5a\x44\x31\x69\ -\x72\x56\x68\x45\x43\x57\x6b\x6f\x73\x67\x75\x7a\x5a\x41\x55\x74\ -\x38\x62\x4d\x4b\x30\x2b\x6c\x52\x75\x42\x31\x57\x35\x20\x41\x30\ -\x42\x46\x6b\x7a\x32\x78\x32\x44\x50\x53\x38\x65\x68\x70\x43\x6b\ -\x65\x67\x2b\x6d\x48\x67\x6b\x48\x6c\x47\x66\x72\x35\x79\x35\x63\ -\x70\x4a\x4e\x63\x75\x72\x4d\x35\x6d\x50\x2b\x6c\x78\x52\x71\x2f\ -\x2f\x64\x58\x73\x77\x45\x36\x6f\x4a\x78\x49\x75\x50\x53\x4a\x71\ -\x4c\x2f\x5a\x79\x52\x39\x64\x67\x33\x45\x20\x4e\x38\x4f\x61\x31\ -\x61\x41\x42\x38\x45\x69\x78\x4b\x34\x6f\x50\x46\x33\x4d\x79\x55\ -\x34\x79\x5a\x77\x71\x77\x50\x43\x52\x58\x4a\x2b\x64\x54\x64\x70\ -\x75\x52\x44\x56\x55\x51\x32\x68\x6c\x41\x38\x63\x58\x78\x62\x4f\ -\x38\x51\x49\x48\x66\x4f\x2b\x51\x48\x6e\x62\x4f\x6b\x53\x2b\x76\ -\x2b\x33\x78\x52\x7a\x38\x45\x20\x54\x4b\x72\x4c\x72\x63\x6f\x36\ -\x6b\x62\x72\x61\x5a\x50\x56\x36\x39\x6d\x5a\x59\x73\x77\x50\x78\ -\x66\x66\x68\x5a\x37\x4c\x53\x4d\x4d\x50\x5a\x69\x68\x79\x44\x67\ -\x47\x37\x44\x61\x31\x67\x31\x54\x73\x63\x68\x62\x42\x48\x6b\x33\ -\x38\x43\x6a\x43\x52\x6c\x58\x79\x49\x6a\x4b\x41\x32\x6b\x45\x78\ -\x4d\x75\x43\x4b\x20\x6d\x30\x6b\x4f\x44\x42\x64\x75\x39\x62\x4e\ -\x69\x72\x69\x46\x49\x30\x6d\x2f\x4f\x7a\x78\x56\x33\x56\x6f\x50\ -\x6c\x58\x4e\x53\x77\x42\x6e\x79\x57\x4c\x56\x2b\x31\x69\x6c\x42\ -\x56\x33\x74\x55\x58\x79\x35\x63\x76\x33\x37\x42\x35\x2f\x62\x43\ -\x72\x38\x45\x63\x52\x2b\x59\x32\x67\x51\x31\x54\x30\x44\x2f\x33\ -\x35\x20\x7a\x47\x50\x41\x44\x39\x4a\x78\x4a\x36\x45\x56\x65\x31\ -\x32\x37\x45\x34\x76\x51\x42\x78\x4d\x44\x46\x73\x69\x6b\x73\x69\ -\x64\x37\x73\x55\x4e\x34\x43\x6c\x69\x49\x61\x76\x31\x65\x30\x67\ -\x6c\x5a\x6c\x65\x79\x41\x31\x64\x68\x65\x54\x41\x66\x70\x53\x43\ -\x54\x6d\x34\x72\x62\x32\x2b\x31\x70\x74\x57\x36\x4d\x56\x20\x4a\ -\x49\x30\x6e\x77\x74\x69\x4e\x45\x68\x54\x41\x73\x38\x51\x54\x31\ -\x49\x49\x68\x51\x43\x34\x57\x4f\x35\x4a\x38\x2f\x75\x35\x4a\x44\ -\x36\x49\x6b\x2f\x5a\x62\x4f\x6d\x37\x63\x6f\x33\x79\x4b\x69\x4d\ -\x59\x4f\x59\x2f\x59\x41\x6c\x44\x50\x67\x55\x76\x34\x4f\x62\x68\ -\x69\x4a\x70\x4b\x45\x33\x36\x4a\x46\x69\x7a\x20\x5a\x6b\x30\x35\ -\x48\x59\x2f\x65\x6a\x74\x58\x76\x5a\x2f\x4c\x46\x62\x7a\x61\x76\ -\x7a\x2b\x51\x4b\x56\x30\x37\x6a\x33\x41\x2b\x32\x6e\x6c\x74\x37\ -\x48\x4d\x65\x5a\x33\x79\x67\x44\x76\x42\x63\x37\x44\x6f\x46\x48\ -\x46\x52\x59\x69\x34\x2f\x55\x4d\x55\x64\x32\x73\x74\x52\x6c\x61\ -\x6c\x52\x5a\x74\x2f\x62\x32\x59\x20\x47\x56\x6a\x63\x5a\x72\x4e\ -\x62\x41\x45\x53\x43\x55\x30\x77\x71\x61\x52\x64\x49\x50\x70\x4d\ -\x76\x4a\x75\x4c\x78\x2b\x41\x46\x42\x74\x58\x39\x43\x64\x45\x53\ -\x73\x33\x4b\x68\x47\x7a\x30\x41\x35\x51\x59\x4f\x6a\x62\x54\x4d\ -\x6c\x71\x7a\x62\x75\x51\x78\x70\x64\x58\x32\x39\x38\x6e\x79\x58\ -\x4d\x65\x67\x31\x4c\x20\x58\x64\x38\x4d\x43\x31\x66\x63\x41\x36\ -\x66\x61\x4e\x35\x4d\x72\x6e\x70\x67\x74\x6c\x46\x71\x43\x31\x58\ -\x62\x67\x44\x70\x39\x6c\x41\x61\x6c\x55\x6e\x72\x45\x54\x78\x39\ -\x79\x4c\x42\x75\x6a\x34\x34\x33\x52\x78\x4d\x70\x6d\x63\x42\x2b\ -\x43\x71\x71\x58\x4f\x41\x47\x75\x74\x5a\x65\x7a\x48\x54\x45\x4c\ -\x2b\x41\x20\x56\x52\x34\x6f\x6c\x66\x72\x61\x37\x61\x56\x49\x52\ -\x4d\x56\x72\x45\x38\x6e\x6c\x63\x70\x74\x42\x75\x30\x52\x6c\x54\ -\x58\x2b\x68\x63\x42\x58\x4b\x50\x34\x46\x74\x32\x65\x7a\x36\x71\ -\x63\x54\x46\x57\x6f\x61\x69\x49\x72\x4e\x76\x56\x44\x7a\x72\x41\ -\x61\x74\x69\x54\x42\x59\x66\x68\x71\x75\x42\x4b\x51\x50\x57\x20\ -\x7a\x6d\x4c\x4c\x6d\x50\x56\x56\x52\x44\x55\x42\x65\x39\x78\x73\ -\x6e\x2f\x76\x2f\x43\x73\x52\x7a\x65\x41\x62\x41\x6c\x4d\x74\x78\ -\x67\x48\x6c\x6a\x59\x77\x39\x54\x2f\x38\x34\x62\x70\x4a\x50\x33\ -\x59\x6f\x61\x68\x66\x67\x48\x72\x51\x64\x72\x56\x6e\x67\x42\x70\ -\x6f\x4a\x32\x6b\x49\x35\x45\x34\x73\x46\x69\x46\x20\x32\x69\x78\ -\x76\x45\x6d\x67\x62\x38\x47\x71\x37\x74\x6c\x7a\x4e\x4c\x4d\x38\ -\x51\x77\x68\x77\x4d\x43\x55\x75\x6c\x30\x70\x5a\x45\x4a\x4a\x77\ -\x46\x65\x68\x71\x58\x71\x33\x71\x47\x42\x62\x4f\x4a\x44\x52\x73\ -\x32\x50\x4a\x6d\x49\x68\x4f\x2f\x48\x73\x37\x71\x71\x51\x31\x53\ -\x4f\x5a\x37\x79\x50\x61\x69\x2f\x61\x20\x49\x4a\x56\x61\x48\x6a\ -\x59\x56\x57\x59\x61\x59\x63\x64\x73\x6f\x74\x61\x4e\x62\x33\x55\ -\x43\x6d\x56\x43\x70\x74\x41\x56\x31\x58\x36\x78\x6c\x55\x33\x4d\ -\x4f\x41\x64\x51\x39\x74\x33\x50\x68\x45\x79\x75\x6e\x75\x41\x31\ -\x59\x41\x2f\x37\x4a\x79\x35\x63\x71\x4f\x6d\x6e\x52\x78\x4d\x74\ -\x6d\x56\x78\x44\x58\x50\x20\x46\x75\x55\x49\x31\x4b\x35\x41\x4a\ -\x49\x47\x79\x43\x4a\x6a\x50\x75\x4d\x74\x34\x47\x5a\x48\x37\x56\ -\x46\x6b\x6a\x6f\x6e\x64\x6b\x38\x30\x4e\x33\x73\x46\x66\x74\x6f\ -\x51\x57\x4b\x4e\x76\x52\x78\x31\x76\x45\x33\x76\x32\x32\x62\x4d\ -\x43\x6a\x4b\x4b\x65\x6c\x59\x39\x48\x4e\x34\x52\x72\x53\x67\x65\ -\x6c\x70\x76\x20\x4c\x50\x4b\x67\x68\x65\x63\x43\x55\x2f\x5a\x2b\ -\x43\x76\x4b\x76\x4c\x63\x74\x55\x32\x38\x70\x47\x7a\x51\x54\x6d\ -\x52\x42\x39\x4b\x59\x4b\x30\x32\x42\x53\x78\x30\x72\x75\x67\x46\ -\x2b\x6d\x65\x51\x43\x51\x46\x4c\x34\x58\x6c\x34\x32\x65\x56\x4f\ -\x39\x7a\x59\x39\x6e\x52\x43\x4c\x78\x53\x49\x42\x33\x4b\x4d\x45\ -\x20\x50\x52\x49\x34\x43\x6d\x55\x56\x5a\x51\x37\x77\x35\x42\x63\ -\x61\x74\x7a\x52\x30\x47\x69\x58\x74\x64\x42\x65\x31\x49\x5a\x43\ -\x6f\x79\x4f\x48\x41\x39\x51\x43\x49\x33\x49\x76\x71\x43\x74\x44\ -\x51\x6c\x6b\x63\x33\x76\x54\x4c\x70\x64\x42\x38\x73\x38\x45\x6f\ -\x71\x70\x4f\x6f\x48\x71\x39\x57\x35\x2f\x44\x6f\x5a\x20\x56\x41\ -\x38\x53\x65\x44\x6b\x4b\x4b\x61\x64\x37\x6b\x38\x4a\x76\x52\x50\ -\x56\x6e\x48\x61\x4f\x56\x58\x7a\x2b\x30\x63\x65\x50\x2f\x65\x61\ -\x70\x45\x54\x7a\x69\x38\x76\x4f\x49\x56\x7a\x70\x73\x78\x6c\x55\ -\x59\x2b\x71\x76\x4a\x52\x45\x54\x30\x42\x65\x49\x65\x33\x67\x46\ -\x38\x69\x2f\x4a\x74\x46\x62\x67\x49\x55\x20\x77\x37\x58\x74\x39\ -\x75\x2f\x74\x36\x6c\x70\x57\x52\x6c\x75\x46\x42\x45\x52\x6d\x76\ -\x51\x31\x72\x54\x67\x4b\x57\x68\x58\x38\x49\x76\x48\x6a\x43\x51\ -\x75\x46\x77\x76\x46\x74\x31\x52\x6e\x75\x4e\x6d\x71\x48\x4b\x6e\ -\x53\x4b\x38\x70\x57\x6e\x78\x2f\x6f\x6e\x49\x73\x73\x4f\x71\x6b\ -\x6a\x6c\x50\x47\x36\x53\x6a\x20\x30\x52\x57\x6f\x78\x69\x57\x6f\ -\x6d\x39\x55\x31\x54\x31\x51\x43\x6c\x51\x6c\x44\x67\x34\x41\x62\ -\x33\x46\x66\x46\x33\x52\x38\x78\x2b\x32\x50\x74\x2f\x67\x67\x4a\ -\x45\x5a\x4e\x47\x4e\x51\x30\x63\x69\x46\x59\x6d\x63\x2f\x70\x39\ -\x67\x76\x46\x68\x52\x67\x56\x50\x4d\x47\x37\x65\x75\x50\x32\x57\ -\x42\x34\x45\x7a\x20\x65\x2b\x4e\x64\x33\x2b\x76\x4c\x44\x61\x39\ -\x56\x5a\x59\x33\x41\x4b\x36\x6f\x72\x76\x74\x4d\x51\x6b\x31\x7a\ -\x67\x50\x75\x41\x42\x52\x64\x61\x4b\x32\x6e\x35\x52\x38\x36\x67\ -\x47\x64\x4e\x51\x49\x57\x31\x51\x52\x52\x53\x4b\x69\x48\x4b\x7a\ -\x6f\x38\x58\x67\x50\x6c\x38\x55\x43\x35\x79\x42\x79\x7a\x74\x69\ -\x38\x20\x30\x47\x6a\x53\x36\x66\x36\x39\x77\x45\x32\x45\x33\x4a\ -\x39\x50\x6f\x39\x62\x79\x74\x49\x51\x62\x34\x50\x6c\x2b\x79\x39\ -\x58\x4b\x6e\x58\x37\x4c\x47\x35\x45\x74\x46\x4f\x35\x4b\x70\x5a\ -\x62\x33\x55\x75\x35\x34\x67\x51\x6c\x6f\x71\x58\x2b\x77\x65\x45\ -\x73\x36\x48\x6a\x6b\x4a\x79\x2f\x4d\x6c\x49\x4c\x2f\x72\x20\x48\ -\x79\x79\x32\x7a\x62\x41\x71\x4d\x45\x6d\x79\x6f\x62\x50\x65\x68\ -\x72\x58\x39\x53\x6a\x59\x37\x67\x45\x51\x6b\x66\x41\x36\x65\x46\ -\x4d\x30\x45\x75\x4d\x61\x75\x6d\x45\x70\x39\x74\x43\x66\x75\x66\ -\x42\x48\x30\x38\x50\x35\x63\x38\x58\x6e\x31\x5a\x5a\x46\x49\x6a\ -\x4a\x42\x35\x68\x69\x71\x48\x47\x75\x56\x51\x20\x56\x2f\x6c\x6b\ -\x74\x6c\x43\x34\x7a\x32\x2f\x2f\x57\x47\x78\x35\x6a\x33\x47\x6c\ -\x5a\x55\x77\x75\x79\x6a\x73\x47\x68\x6b\x61\x2b\x73\x41\x4e\x76\ -\x5a\x37\x64\x45\x62\x7a\x54\x71\x75\x47\x4c\x76\x67\x5a\x32\x57\ -\x30\x4d\x6b\x70\x2f\x46\x6d\x51\x76\x36\x69\x36\x66\x31\x73\x34\ -\x5a\x68\x2f\x77\x30\x2f\x56\x4f\x20\x4a\x4a\x5a\x32\x69\x77\x30\ -\x64\x4b\x6e\x41\x6b\x79\x6b\x75\x41\x49\x36\x71\x72\x4b\x69\x4a\ -\x38\x41\x35\x57\x44\x71\x6d\x37\x4f\x34\x47\x57\x79\x76\x77\x56\ -\x75\x4e\x47\x56\x37\x30\x2f\x62\x30\x75\x61\x31\x61\x52\x57\x6a\ -\x7a\x55\x4f\x52\x34\x41\x76\x6f\x79\x56\x58\x6b\x4a\x54\x46\x44\ -\x63\x73\x48\x68\x57\x20\x39\x57\x74\x41\x2f\x68\x65\x31\x49\x36\ -\x4b\x6d\x33\x6c\x6c\x68\x41\x79\x7a\x42\x61\x72\x65\x67\x78\x57\ -\x78\x78\x2b\x50\x72\x74\x2f\x53\x42\x32\x5a\x79\x51\x69\x79\x2f\ -\x38\x54\x35\x4b\x4b\x6d\x78\x59\x38\x50\x6c\x6b\x59\x4f\x59\x4a\ -\x5a\x48\x44\x73\x6e\x6f\x38\x67\x74\x56\x35\x65\x72\x6d\x35\x59\ -\x46\x35\x20\x59\x2f\x74\x6e\x4d\x70\x75\x33\x52\x79\x56\x69\x75\ -\x7a\x45\x33\x6b\x73\x46\x71\x2f\x6f\x36\x30\x66\x6f\x5a\x47\x41\ -\x38\x38\x43\x70\x68\x72\x33\x62\x67\x4e\x5a\x31\x52\x4e\x7a\x72\ -\x73\x4a\x77\x43\x4d\x71\x68\x77\x41\x46\x6f\x4e\x54\x30\x54\x4b\ -\x67\x48\x52\x47\x2f\x47\x65\x32\x69\x33\x49\x35\x39\x66\x33\x20\ -\x4a\x79\x4c\x68\x49\x6b\x33\x5a\x41\x4d\x49\x4a\x77\x4e\x4d\x69\ -\x59\x43\x57\x54\x79\x58\x6c\x75\x5a\x66\x52\x47\x76\x47\x44\x31\ -\x42\x4a\x35\x72\x63\x67\x63\x31\x52\x32\x55\x50\x6f\x38\x41\x57\ 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-\x6c\x63\x42\x50\x32\x36\x33\x72\x36\x41\x50\x4b\x44\x49\x66\x34\ -\x61\x30\x6f\x54\x79\x44\x63\x67\x2b\x56\x2b\x34\x4d\x55\x49\x6f\ -\x77\x74\x48\x20\x79\x38\x2b\x36\x72\x36\x6f\x53\x30\x4f\x59\x6f\ -\x50\x77\x65\x39\x73\x48\x47\x4a\x77\x6f\x6c\x50\x47\x7a\x35\x57\ -\x65\x64\x76\x56\x69\x42\x77\x42\x50\x43\x58\x59\x59\x7a\x4b\x46\ -\x6b\x55\x6b\x6b\x64\x33\x59\x4d\x79\x57\x52\x79\x6e\x72\x48\x32\ -\x57\x46\x55\x64\x4e\x52\x30\x64\x44\x2f\x58\x33\x39\x37\x64\x6b\ -\x20\x53\x49\x4f\x6c\x30\x6a\x33\x41\x69\x31\x4e\x4f\x39\x36\x75\ -\x41\x37\x77\x4b\x6f\x36\x6d\x73\x48\x69\x73\x50\x66\x62\x74\x78\ -\x75\x35\x63\x71\x56\x48\x56\x75\x33\x62\x75\x33\x4b\x5a\x44\x4b\ -\x35\x56\x44\x7a\x2b\x63\x6f\x57\x30\x55\x58\x30\x69\x6b\x38\x39\ -\x66\x33\x64\x76\x56\x74\x63\x78\x30\x64\x4f\x78\x72\x20\x4f\x35\ -\x37\x63\x32\x4e\x65\x33\x79\x55\x38\x78\x30\x2f\x61\x58\x53\x6e\ -\x66\x67\x30\x56\x58\x65\x6d\x59\x35\x45\x34\x6a\x5a\x67\x54\x7a\ -\x54\x49\x59\x57\x70\x5a\x69\x57\x69\x71\x7a\x72\x68\x58\x52\x68\ -\x46\x35\x33\x4f\x4d\x63\x61\x63\x4b\x71\x2b\x55\x39\x67\x4e\x62\ -\x4e\x63\x67\x70\x67\x4c\x70\x43\x4f\x52\x20\x75\x49\x76\x62\x30\ -\x72\x45\x68\x61\x46\x74\x6a\x34\x57\x51\x79\x4f\x63\x2b\x34\x35\ -\x54\x38\x41\x68\x77\x46\x62\x31\x48\x75\x34\x6e\x61\x52\x77\x30\ -\x70\x6a\x68\x6f\x72\x54\x6a\x76\x48\x42\x79\x75\x61\x62\x47\x38\ -\x33\x43\x49\x6a\x2b\x48\x70\x50\x64\x76\x7a\x48\x6e\x59\x55\x63\ -\x39\x48\x38\x44\x47\x41\x52\x20\x31\x6a\x51\x76\x56\x4f\x51\x49\ -\x76\x34\x30\x62\x34\x51\x62\x30\x72\x75\x6f\x2f\x33\x39\x61\x66\ -\x4b\x2b\x7a\x66\x50\x31\x68\x59\x33\x5a\x38\x76\x58\x42\x78\x51\ -\x6a\x67\x62\x43\x57\x7a\x71\x44\x70\x30\x35\x35\x64\x75\x47\x58\ -\x50\x6b\x76\x33\x43\x64\x71\x78\x46\x30\x36\x35\x37\x32\x36\x4f\ -\x64\x4b\x7a\x72\x20\x49\x68\x46\x35\x4c\x61\x41\x71\x38\x71\x71\ -\x64\x43\x56\x61\x4f\x34\x38\x77\x48\x36\x49\x6e\x46\x33\x74\x63\ -\x54\x6a\x2f\x32\x73\x4a\x78\x34\x72\x39\x4d\x62\x6a\x70\x33\x64\ -\x32\x64\x6f\x59\x55\x76\x6f\x50\x49\x7a\x32\x79\x6c\x38\x75\x70\ -\x56\x71\x31\x61\x46\x65\x70\x4c\x78\x32\x39\x50\x4a\x2b\x4d\x65\ -\x54\x20\x79\x57\x53\x79\x38\x52\x69\x75\x73\x65\x50\x63\x4e\x78\ -\x6e\x6e\x34\x4b\x56\x53\x71\x59\x50\x53\x71\x63\x51\x33\x74\x6a\ -\x33\x35\x35\x43\x4e\x69\x33\x64\x38\x43\x59\x4f\x31\x2b\x6f\x76\ -\x70\x38\x43\x38\x63\x41\x32\x4a\x41\x35\x76\x61\x4c\x75\x4f\x6a\ -\x73\x36\x2f\x35\x46\x30\x7a\x4c\x6b\x52\x6f\x44\x63\x52\x20\x4f\ -\x58\x79\x46\x34\x2f\x69\x70\x65\x35\x41\x70\x6c\x58\x49\x44\x2b\ -\x65\x46\x76\x5a\x66\x4a\x44\x37\x38\x67\x57\x68\x30\x37\x4f\x46\ -\x6f\x59\x50\x7a\x42\x61\x47\x65\x72\x4b\x46\x6f\x5a\x35\x73\x63\ -\x65\x6a\x67\x62\x4b\x48\x30\x48\x4e\x66\x6f\x76\x2b\x46\x6c\x6c\ -\x38\x65\x6c\x6e\x63\x6a\x5a\x66\x73\x66\x5a\x20\x30\x2b\x44\x69\ -\x6e\x75\x79\x37\x33\x45\x68\x62\x4b\x57\x72\x6a\x6c\x69\x38\x43\ -\x44\x6b\x50\x31\x79\x76\x6e\x37\x37\x58\x39\x41\x4a\x6c\x2f\x73\ -\x55\x6c\x66\x2f\x52\x5a\x44\x50\x41\x46\x32\x49\x2f\x51\x46\x54\ -\x6c\x49\x6c\x57\x72\x6c\x7a\x5a\x34\x66\x2b\x37\x6c\x61\x64\x56\ -\x77\x41\x49\x56\x50\x35\x72\x2f\x20\x6c\x47\x59\x57\x32\x57\x78\ -\x70\x48\x62\x41\x52\x5a\x63\x58\x4b\x5a\x63\x73\x57\x70\x47\x4f\ -\x78\x49\x33\x74\x37\x65\x2f\x64\x62\x56\x79\x67\x55\x45\x57\x35\ -\x52\x35\x4c\x53\x70\x54\x68\x32\x61\x76\x38\x2f\x4e\x51\x45\x73\ -\x64\x52\x73\x57\x63\x4f\x64\x33\x4c\x33\x78\x33\x52\x45\x34\x6b\ -\x63\x6f\x79\x71\x66\x20\x42\x78\x44\x6b\x69\x6f\x46\x38\x36\x61\ -\x62\x6d\x62\x56\x4b\x78\x32\x49\x74\x37\x34\x76\x45\x33\x70\x64\ -\x4f\x52\x4f\x45\x41\x36\x48\x6a\x2b\x32\x4a\x78\x35\x2f\x55\x30\ -\x38\x38\x2f\x71\x5a\x6b\x4e\x50\x6f\x63\x67\x48\x54\x43\x2b\x55\ -\x5a\x50\x77\x6e\x6d\x30\x4d\x79\x6a\x66\x42\x68\x42\x44\x56\x4e\ -\x41\x48\x20\x45\x62\x31\x34\x44\x50\x37\x30\x30\x45\x4d\x50\x50\ 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-\x69\x68\x37\x59\x36\x78\x35\x62\x46\x48\x6e\x67\x6e\x34\x74\x46\ -\x76\x70\x6e\x45\x78\x67\x7a\x5a\x33\x74\x6c\x64\x71\x2f\x2b\x43\ -\x67\x6a\x37\x70\x4f\x49\x4c\x44\x74\x30\x69\x74\x6d\x36\x2f\x38\ -\x2f\x65\x6d\x63\x66\x48\x56\x5a\x66\x37\x2f\x2f\x31\x38\x7a\x32\ -\x52\x70\x61\x65\x6d\x61\x20\x54\x44\x4a\x37\x4a\x6d\x6b\x70\x70\ -\x43\x42\x51\x51\x45\x51\x45\x78\x41\x57\x34\x43\x49\x49\x69\x69\ -\x7a\x74\x75\x31\x78\x33\x78\x71\x6c\x64\x2b\x71\x46\x65\x39\x6f\ -\x75\x4b\x4b\x6f\x4f\x41\x56\x55\x51\x52\x45\x41\x55\x45\x42\x51\ -\x55\x52\x41\x52\x47\x52\x31\x6f\x5a\x51\x43\x4c\x55\x6c\x6d\x6e\ -\x32\x54\x53\x20\x66\x55\x6d\x58\x5a\x4d\x37\x33\x2b\x66\x31\x78\ -\x4a\x6d\x6d\x61\x54\x43\x5a\x4c\x6b\x79\x37\x59\x39\x2b\x76\x46\ -\x53\x7a\x76\x6e\x6e\x4f\x2b\x63\x6d\x63\x77\x38\x38\x2f\x30\x2b\ -\x33\x38\x2f\x7a\x65\x52\x54\x30\x4d\x5a\x41\x7a\x74\x30\x36\x72\ -\x4f\x56\x33\x51\x4a\x6e\x71\x33\x72\x57\x30\x4a\x68\x39\x2b\x75\ -\x20\x71\x67\x73\x6f\x58\x36\x75\x34\x45\x32\x31\x74\x62\x64\x75\ -\x6a\x41\x66\x38\x44\x77\x46\x6b\x37\x6a\x36\x78\x6e\x6a\x46\x62\ -\x54\x75\x4c\x63\x53\x44\x6f\x66\x45\x34\x52\x46\x39\x41\x41\x41\ -\x67\x41\x45\x6c\x45\x51\x56\x51\x44\x56\x74\x33\x62\x38\x44\x6f\ -\x53\x33\x5a\x76\x49\x35\x72\x39\x53\x37\x6a\x77\x52\x20\x58\x71\ -\x76\x6f\x6b\x52\x52\x39\x7a\x2b\x4e\x56\x30\x68\x39\x76\x56\x55\ -\x38\x42\x4e\x6a\x6a\x47\x62\x41\x53\x65\x45\x4c\x55\x2f\x46\x32\ -\x4e\x75\x4d\x6b\x56\x50\x52\x39\x4f\x57\x79\x67\x78\x4e\x35\x75\ -\x35\x45\x61\x52\x6e\x39\x58\x65\x43\x37\x4c\x64\x48\x6f\x45\x65\ -\x32\x70\x31\x4e\x4b\x42\x35\x37\x50\x4f\x20\x67\x56\x6f\x79\x37\ -\x7a\x4d\x37\x64\x46\x57\x30\x4a\x39\x4c\x58\x41\x74\x66\x32\x2f\ -\x37\x75\x70\x71\x63\x6c\x76\x58\x44\x64\x55\x35\x62\x72\x4a\x46\ -\x33\x4f\x35\x4e\x63\x32\x68\x55\x49\x76\x72\x73\x37\x35\x74\x32\ -\x37\x5a\x31\x74\x4b\x58\x79\x41\x35\x2b\x48\x6a\x6e\x54\x32\x71\ 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-\x50\x42\x34\x52\x57\x7a\x77\x66\x6c\x66\x6b\x69\x7a\x4e\x76\x53\ -\x32\x2f\x65\x4a\x57\x6d\x4f\x61\x74\x7a\x6e\x79\x20\x4c\x49\x70\ -\x46\x39\x48\x48\x67\x65\x44\x58\x75\x53\x31\x6a\x6e\x62\x6f\x45\ -\x4f\x70\x32\x67\x66\x42\x31\x44\x44\x2f\x30\x6c\x52\x6e\x72\x62\ -\x43\x34\x61\x4c\x38\x70\x34\x70\x65\x33\x68\x51\x4a\x58\x5a\x56\ -\x49\x5a\x79\x38\x61\x65\x48\x4b\x78\x4e\x51\x50\x4b\x64\x36\x30\ -\x65\x73\x4b\x4a\x65\x73\x6d\x52\x4a\x20\x31\x62\x72\x56\x71\x33\ -\x34\x73\x73\x42\x58\x68\x4b\x2b\x4c\x71\x41\x32\x32\x5a\x7a\x45\ -\x44\x5a\x56\x6a\x4b\x54\x65\x32\x73\x73\x46\x71\x74\x56\x33\x64\ -\x37\x55\x35\x35\x4c\x71\x37\x75\x36\x75\x38\x7a\x6d\x36\x52\x46\ -\x51\x2b\x70\x41\x37\x54\x67\x48\x6b\x4c\x77\x6b\x30\x6e\x57\x4f\ -\x78\x58\x51\x56\x49\x69\x20\x4a\x47\x75\x32\x39\x6e\x78\x37\x2b\ -\x61\x70\x56\x6d\x39\x31\x69\x73\x57\x38\x72\x50\x4f\x73\x70\x37\ -\x38\x75\x54\x79\x6e\x62\x2b\x74\x69\x6e\x55\x65\x44\x2f\x6f\x47\ -\x30\x57\x34\x45\x71\x38\x39\x33\x54\x36\x48\x49\x75\x65\x55\x65\ -\x58\x68\x72\x54\x35\x38\x74\x6c\x36\x63\x64\x67\x6e\x77\x50\x39\ -\x4b\x30\x71\x20\x2b\x76\x74\x34\x4f\x48\x43\x6e\x69\x4c\x6c\x50\ -\x31\x42\x59\x73\x63\x67\x72\x6f\x2b\x30\x46\x2f\x4f\x35\x71\x54\ -\x72\x36\x4b\x76\x47\x69\x48\x4e\x39\x62\x6f\x69\x37\x74\x4a\x49\ -\x73\x4f\x48\x44\x36\x56\x78\x58\x78\x59\x32\x30\x58\x57\x45\x71\ -\x41\x35\x59\x76\x31\x75\x6a\x2f\x75\x4c\x70\x38\x56\x63\x74\x31\ -\x20\x70\x69\x30\x68\x58\x69\x6c\x41\x52\x58\x70\x63\x39\x2b\x2f\ -\x54\x66\x4b\x61\x49\x61\x44\x31\x41\x55\x58\x7a\x33\x4f\x4c\x62\ -\x76\x61\x33\x50\x71\x47\x37\x37\x36\x6a\x33\x2f\x38\x59\x30\x7a\ -\x4c\x75\x66\x5a\x43\x6f\x54\x73\x53\x71\x48\x39\x55\x6b\x4a\x33\ -\x71\x43\x46\x55\x35\x70\x36\x57\x6c\x35\x5a\x4e\x54\x20\x58\x57\ -\x55\x2b\x57\x54\x53\x46\x41\x75\x39\x58\x31\x51\x38\x44\x69\x75\ -\x71\x46\x37\x57\x58\x79\x46\x74\x56\x77\x6b\x71\x4c\x66\x55\x34\ -\x48\x2b\x46\x6c\x42\x69\x39\x48\x37\x67\x66\x43\x68\x47\x77\x4c\ -\x78\x4a\x68\x66\x57\x43\x72\x67\x61\x59\x34\x2f\x65\x2f\x75\x4b\ -\x36\x37\x2b\x2b\x68\x74\x72\x76\x74\x38\x20\x2f\x35\x63\x2b\x6d\ -\x63\x77\x39\x67\x62\x64\x4e\x50\x6b\x41\x69\x6b\x56\x75\x4b\x70\ -\x33\x73\x43\x2b\x46\x52\x4c\x4c\x48\x53\x69\x4c\x65\x37\x38\x61\ -\x7a\x46\x34\x68\x6e\x58\x67\x74\x6d\x30\x44\x4f\x33\x32\x6c\x76\ -\x39\x4f\x52\x44\x46\x6d\x4f\x2b\x50\x33\x2b\x41\x36\x5a\x4e\x63\ -\x38\x4b\x4f\x39\x52\x30\x67\x20\x72\x72\x75\x2b\x4c\x64\x4f\x35\ -\x45\x6b\x39\x63\x75\x67\x56\x34\x4d\x38\x43\x41\x75\x36\x79\x78\ -\x71\x39\x54\x56\x68\x78\x44\x38\x57\x47\x6e\x59\x55\x46\x50\x6a\ -\x41\x6c\x69\x66\x2b\x57\x63\x4e\x7a\x47\x2b\x4b\x68\x44\x59\x44\ -\x66\x53\x6a\x58\x4a\x54\x4c\x5a\x7a\x77\x35\x39\x58\x39\x54\x4b\ -\x52\x57\x4a\x34\x20\x46\x74\x45\x33\x4e\x41\x55\x62\x33\x72\x61\ -\x76\x61\x62\x4e\x61\x57\x6c\x70\x71\x2b\x72\x5a\x73\x4f\x71\x50\ 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-\x36\x59\x35\x55\x39\x70\x66\x78\x63\x50\x69\x37\x34\x75\x58\x39\ -\x69\x6b\x43\x2b\x50\x5a\x4e\x35\x50\x5a\x34\x2f\x54\x37\x77\x39\ -\x6d\x79\x31\x62\x49\x42\x73\x50\x4e\x62\x35\x44\x34\x53\x5a\x41\ -\x45\x39\x6e\x4f\x59\x5a\x73\x36\x20\x72\x58\x56\x31\x4d\x37\x62\ -\x58\x31\x4a\x79\x50\x53\x48\x56\x62\x4a\x6e\x4e\x31\x50\x42\x7a\ -\x2b\x4e\x4f\x68\x41\x58\x57\x63\x66\x45\x71\x79\x42\x61\x57\x71\ -\x34\x46\x38\x74\x79\x52\x50\x37\x59\x6e\x6b\x37\x2f\x33\x30\x6e\ -\x67\x65\x33\x69\x45\x6f\x74\x35\x34\x50\x44\x37\x4c\x46\x49\x73\ -\x68\x46\x77\x49\x69\x20\x74\x73\x36\x46\x64\x61\x6e\x55\x6b\x43\ -\x56\x50\x69\x56\x69\x6f\x38\x52\x73\x43\x6e\x77\x66\x53\x32\x36\ -\x30\x63\x58\x47\x6c\x57\x74\x72\x63\x52\x62\x61\x77\x2f\x47\x35\ -\x45\x37\x68\x68\x31\x51\x66\x57\x65\x71\x73\x37\x74\x53\x61\x6b\ -\x52\x61\x77\x75\x46\x34\x57\x79\x62\x54\x58\x76\x71\x33\x45\x34\ -\x38\x45\x20\x58\x71\x76\x4b\x34\x53\x44\x56\x71\x4b\x53\x64\x32\ 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-\x66\x56\x62\x67\x50\x54\x72\x54\x66\x6a\x63\x65\x4f\x52\x79\x4f\ -\x73\x52\x2f\x74\x51\x63\x6a\x54\x77\x6e\x79\x75\x56\x74\x36\x66\ -\x52\x4e\x4f\x7a\x32\x52\x36\x49\x47\x6f\x41\x4d\x4d\x37\x44\x79\ -\x38\x49\x42\x67\x2f\x66\x5a\x75\x53\x76\x43\x41\x70\x36\x50\x55\ -\x42\x50\x62\x2b\x2f\x2f\x20\x7a\x61\x71\x70\x47\x64\x6a\x64\x37\ -\x45\x69\x6e\x38\x37\x46\x59\x72\x4d\x47\x78\x78\x65\x74\x45\x7a\ -\x44\x46\x61\x63\x67\x56\x49\x52\x38\x4f\x50\x78\x69\x45\x49\x38\ -\x68\x4c\x4b\x6c\x7a\x72\x53\x36\x55\x65\x62\x6f\x34\x48\x6a\x58\ -\x4e\x65\x34\x71\x70\x70\x73\x53\x36\x65\x58\x41\x38\x74\x48\x65\ -\x78\x38\x4f\x20\x32\x46\x36\x38\x62\x47\x75\x4e\x37\x31\x30\x4b\ -\x6b\x52\x70\x48\x4c\x36\x57\x43\x59\x2b\x31\x65\x68\x30\x69\x35\ -\x31\x6c\x76\x62\x71\x37\x59\x58\x37\x36\x35\x30\x57\x54\x77\x63\ -\x50\x73\x71\x4b\x50\x68\x57\x50\x68\x4e\x6f\x55\x66\x71\x74\x47\ -\x62\x2b\x35\x49\x35\x76\x72\x46\x75\x4f\x4d\x6d\x6c\x65\x32\x36\ -\x20\x74\x36\x57\x68\x34\x64\x43\x69\x30\x5a\x2f\x71\x30\x4a\x4b\ -\x37\x48\x55\x53\x4e\x32\x49\x63\x6a\x41\x66\x2b\x33\x36\x68\x6f\ -\x4c\x58\x35\x71\x73\x6a\x61\x33\x4a\x6d\x6d\x46\x4a\x4c\x4e\x6a\ -\x77\x48\x6c\x58\x39\x4e\x6a\x42\x2f\x6c\x46\x50\x2f\x4a\x55\x59\ -\x2f\x6b\x73\x77\x57\x6e\x71\x78\x38\x33\x73\x37\x45\x20\x49\x36\ -\x45\x76\x43\x58\x77\x46\x2b\x44\x4d\x51\x70\x72\x2f\x4b\x48\x4c\ -\x59\x6f\x38\x71\x42\x67\x37\x78\x47\x58\x65\x39\x70\x79\x75\x59\ -\x6f\x47\x2f\x4e\x47\x41\x2f\x36\x66\x41\x30\x44\x2b\x38\x64\x58\ -\x43\x61\x4f\x76\x4c\x35\x4b\x66\x66\x7a\x6d\x51\x68\x4c\x6c\x6c\ -\x43\x31\x74\x74\x44\x34\x41\x48\x41\x43\x20\x53\x72\x4a\x4b\x35\ -\x65\x68\x79\x69\x76\x53\x6d\x53\x50\x41\x46\x59\x42\x48\x65\x6b\ -\x75\x71\x4a\x52\x44\x70\x33\x66\x46\x4e\x54\x36\x42\x69\x78\x35\ -\x67\x6c\x4b\x66\x32\x74\x56\x7a\x6b\x79\x6b\x30\x33\x66\x48\x77\ -\x34\x46\x66\x69\x73\x67\x4d\x71\x79\x78\x31\x78\x50\x31\x31\x57\ 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-\x55\x4c\x56\x36\x4c\x38\x79\x68\x58\x6e\x6c\x6c\x51\x71\x20\x4e\ -\x65\x47\x69\x35\x55\x69\x6a\x2f\x30\x4d\x69\x66\x41\x38\x47\x79\ -\x56\x6d\x47\x6f\x66\x38\x30\x2b\x4e\x36\x65\x79\x49\x39\x73\x32\ -\x44\x6c\x57\x64\x6a\x6c\x67\x68\x66\x33\x2b\x78\x59\x36\x6a\x56\ -\x79\x76\x79\x6d\x6c\x46\x4f\x33\x61\x6a\x77\x78\x58\x53\x2b\x63\ -\x44\x57\x6a\x2b\x50\x55\x4d\x70\x54\x6b\x63\x20\x76\x68\x54\x52\ -\x72\x35\x57\x75\x38\x36\x47\x6b\x45\x62\x6c\x58\x52\x65\x2b\x32\ -\x34\x6e\x74\x6f\x50\x48\x30\x47\x49\x34\x47\x36\x34\x77\x55\x7a\ -\x66\x4a\x71\x71\x66\x43\x33\x56\x57\x66\x6a\x69\x65\x4f\x35\x72\ -\x64\x78\x45\x50\x4e\x56\x36\x68\x63\x42\x47\x77\x78\x56\x6f\x35\ -\x50\x70\x58\x50\x6c\x39\x31\x56\x20\x6a\x55\x63\x43\x78\x79\x4f\ -\x6d\x33\x6c\x70\x62\x4c\x53\x4c\x46\x52\x44\x72\x33\x6d\x33\x67\ -\x38\x50\x6b\x75\x4c\x78\x54\x50\x55\x32\x49\x7a\x50\x6c\x57\x7a\ -\x4e\x67\x51\x64\x6d\x2b\x6a\x55\x34\x67\x7a\x44\x78\x53\x4f\x42\ -\x6b\x59\x2b\x52\x6f\x72\x4b\x6c\x76\x53\x32\x63\x75\x62\x6f\x6d\ -\x46\x54\x6c\x49\x72\x20\x6c\x77\x49\x6f\x50\x4e\x32\x52\x7a\x76\ -\x79\x2f\x67\x38\x4c\x68\x67\x47\x74\x4d\x51\x31\x73\x71\x39\x51\ -\x77\x6a\x37\x45\x6f\x32\x68\x52\x73\x76\x51\x2f\x6c\x2f\x49\x4d\ -\x73\x53\x32\x58\x78\x5a\x54\x55\x39\x54\x55\x2b\x41\x67\x72\x48\ -\x4f\x4f\x4d\x62\x71\x78\x50\x5a\x47\x39\x71\x6a\x6b\x63\x66\x71\ -\x38\x4b\x20\x33\x6c\x4a\x64\x75\x61\x34\x6a\x6b\x2f\x6c\x41\x63\ -\x7a\x52\x38\x6d\x51\x71\x48\x69\x74\x71\x56\x67\x74\x37\x63\x6c\ -\x73\x71\x58\x32\x37\x32\x53\x63\x44\x6a\x63\x57\x46\x58\x71\x45\ -\x64\x43\x52\x79\x66\x79\x39\x4a\x52\x49\x35\x52\x45\x58\x66\x6f\ -\x69\x49\x7a\x56\x62\x58\x62\x57\x50\x37\x59\x6e\x73\x6b\x4d\x20\ -\x79\x2f\x50\x46\x51\x34\x47\x48\x76\x46\x70\x48\x75\x53\x65\x52\ -\x7a\x59\x2b\x71\x35\x64\x76\x54\x78\x41\x4c\x2b\x7a\x79\x74\x38\ -\x59\x2b\x6a\x6a\x6f\x76\x61\x30\x5a\x4f\x65\x71\x2b\x79\x70\x65\ -\x47\x77\x73\x65\x58\x74\x32\x72\x32\x5a\x6d\x4e\x6a\x52\x76\x57\ -\x64\x48\x65\x66\x62\x4e\x43\x33\x37\x52\x53\x38\x20\x6c\x4b\x58\ -\x71\x63\x39\x2b\x63\x53\x48\x53\x6d\x4a\x6e\x4a\x76\x38\x65\x44\ -\x38\x68\x52\x62\x6e\x4a\x6c\x57\x4f\x72\x6e\x44\x61\x5a\x75\x43\ -\x69\x56\x4c\x35\x51\x30\x51\x6c\x69\x4e\x43\x59\x63\x73\x4f\x72\ -\x71\x36\x6d\x5a\x4d\x72\x35\x49\x76\x67\x56\x7a\x4d\x4b\x45\x74\ -\x4c\x68\x56\x75\x6b\x79\x72\x32\x34\x20\x56\x48\x38\x32\x4c\x75\ -\x4b\x52\x34\x4a\x73\x45\x75\x55\x76\x67\x71\x36\x57\x4f\x30\x52\ -\x39\x58\x58\x33\x58\x6a\x30\x4e\x32\x4d\x65\x44\x77\x51\x6f\x55\ -\x2f\x2b\x51\x77\x79\x68\x39\x6c\x54\x75\x43\x78\x57\x47\x6c\x46\ -\x6a\x41\x76\x30\x4b\x48\x47\x77\x68\x32\x7a\x5a\x67\x7a\x50\x31\ -\x72\x6d\x79\x37\x78\x48\x20\x61\x51\x6f\x32\x76\x67\x76\x68\x42\ -\x67\x42\x56\x66\x65\x2f\x51\x55\x70\x65\x78\x30\x74\x39\x41\x74\ -\x69\x55\x61\x4f\x4d\x4c\x46\x65\x52\x32\x71\x59\x59\x50\x47\x52\ -\x50\x54\x4c\x52\x61\x6c\x2b\x77\x64\x48\x69\x52\x72\x79\x4b\x68\ -\x4c\x54\x34\x61\x6f\x39\x69\x2b\x2f\x59\x36\x6c\x66\x34\x76\x69\ -\x50\x36\x70\x20\x50\x5a\x32\x39\x4e\x68\x36\x4c\x66\x46\x35\x55\ -\x76\x77\x48\x6b\x46\x4c\x37\x55\x6b\x63\x70\x63\x7a\x35\x44\x41\ -\x31\x52\x51\x4b\x2f\x42\x44\x30\x59\x79\x69\x50\x4a\x6e\x4b\x64\ -\x77\x33\x37\x45\x6d\x71\x4b\x52\x62\x77\x6c\x36\x4d\x59\x49\x49\ -\x33\x4e\x47\x65\x7a\x4a\x7a\x62\x31\x4e\x54\x6b\x78\x33\x56\x50\ -\x20\x41\x44\x44\x57\x2f\x71\x73\x39\x6d\x32\x31\x72\x6a\x6f\x59\ -\x2f\x41\x35\x77\x43\x65\x70\x69\x49\x76\x4c\x75\x6d\x5a\x39\x76\ -\x66\x74\x6b\x36\x72\x58\x67\x61\x30\x49\x36\x77\x45\x65\x62\x51\ -\x6a\x6c\x62\x32\x35\x71\x61\x6e\x4a\x37\x37\x70\x75\x37\x7a\x68\ -\x53\x43\x77\x41\x30\x68\x2f\x32\x4c\x72\x5a\x70\x2f\x20\x41\x54\ -\x34\x56\x4f\x53\x75\x5a\x79\x64\x38\x35\x67\x62\x64\x31\x64\x32\ -\x47\x69\x41\x66\x39\x4b\x68\x6c\x6f\x30\x51\x54\x71\x56\x4c\x7a\ -\x52\x52\x6f\x58\x36\x77\x4f\x52\x4a\x5a\x6f\x74\x68\x2b\x30\x58\ -\x59\x50\x6b\x46\x4b\x6c\x57\x34\x54\x56\x77\x47\x4b\x38\x47\x66\ -\x6e\x61\x4f\x58\x58\x2b\x68\x72\x46\x75\x20\x59\x4a\x56\x6a\x79\ -\x52\x4b\x71\x56\x75\x66\x39\x58\x30\x4b\x34\x68\x4d\x70\x69\x38\ -\x46\x39\x58\x62\x65\x76\x37\x7a\x34\x6b\x6d\x35\x43\x63\x55\x73\ -\x45\x72\x4a\x76\x79\x75\x41\x59\x56\x50\x2b\x49\x59\x4f\x2f\x5a\ -\x4f\x47\x6a\x36\x58\x78\x68\x51\x6d\x76\x6c\x31\x74\x62\x57\x36\ -\x71\x32\x62\x4e\x72\x78\x6f\x20\x6c\x44\x2b\x33\x5a\x62\x4c\x76\ -\x62\x77\x36\x48\x46\x79\x50\x36\x4c\x48\x42\x52\x4f\x4a\x32\x39\ -\x4a\x68\x63\x4f\x48\x36\x65\x69\x70\x79\x6d\x63\x44\x68\x77\x4b\ -\x6f\x4e\x44\x54\x61\x36\x6d\x72\x56\x43\x4d\x34\x30\x71\x2b\x56\ -\x69\x72\x35\x6e\x4c\x42\x73\x41\x75\x34\x74\x6f\x49\x48\x43\x45\ -\x4d\x66\x6f\x6f\x20\x58\x71\x43\x2b\x4d\x70\x48\x74\x76\x47\x6a\ -\x6f\x4f\x62\x46\x41\x59\x4a\x45\x34\x66\x48\x58\x77\x59\x39\x62\ -\x4b\x39\x31\x4f\x35\x33\x4f\x4e\x4e\x6b\x65\x41\x4c\x43\x50\x4d\ -\x38\x67\x7a\x78\x64\x6d\x30\x6a\x6e\x47\x35\x75\x69\x34\x66\x38\ -\x53\x31\x63\x75\x41\x72\x4b\x66\x4c\x63\x62\x2f\x5a\x6e\x73\x6f\ -\x2f\x20\x31\x74\x54\x55\x47\x49\x30\x6d\x4f\x6e\x4d\x50\x56\x35\ -\x6a\x39\x68\x6b\x4b\x68\x61\x54\x55\x2b\x4f\x51\x57\x56\x44\x77\ -\x4a\x7a\x74\x76\x59\x56\x58\x7a\x38\x30\x61\x64\x30\x55\x61\x72\ -\x77\x4a\x65\x49\x66\x43\x76\x63\x6c\x73\x35\x37\x43\x79\x71\x5a\ -\x5a\x6f\x39\x45\x67\x72\x65\x6f\x72\x46\x58\x4a\x4e\x4d\x20\x4a\ -\x73\x75\x30\x59\x52\x76\x68\x76\x59\x68\x47\x47\x78\x32\x4b\x6e\ -\x31\x58\x30\x59\x46\x51\x57\x41\x6b\x38\x6e\x30\x72\x6e\x7a\x6d\ -\x79\x4c\x68\x36\x30\x48\x66\x41\x32\x77\x45\x31\x6f\x69\x72\x70\ -\x33\x62\x6b\x63\x69\x76\x6a\x6b\x64\x42\x46\x49\x71\x78\x45\x54\ -\x62\x64\x72\x54\x43\x36\x5a\x54\x48\x59\x4e\x20\x65\x2b\x2f\x43\ -\x6a\x64\x38\x54\x35\x57\x49\x67\x6f\x62\x36\x61\x51\x2f\x62\x57\ 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-\x49\x43\x2f\x54\x70\x38\x31\x39\x2f\x58\x6c\x5a\x6e\x2f\x4e\x59\ -\x66\x39\x69\x69\x2f\x50\x39\x77\x59\x2b\x4a\x6c\x53\x73\x36\x63\ -\x72\x6c\x37\x34\x70\x48\x51\x6c\x31\x57\x30\x69\x4d\x6f\x47\x55\ -\x62\x75\x36\x49\x35\x50\x2f\x31\x57\x44\x33\x7a\x31\x32\x6b\x20\ -\x72\x41\x46\x69\x50\x4e\x54\x34\x57\x34\x57\x7a\x52\x50\x58\x58\ -\x48\x62\x6d\x75\x4b\x61\x2f\x64\x61\x77\x36\x48\x46\x36\x76\x52\ -\x77\x36\x77\x53\x4d\x6a\x43\x33\x54\x2b\x56\x4b\x78\x33\x47\x73\ -\x73\x63\x55\x6b\x4f\x33\x6f\x6c\x33\x74\x4f\x52\x7a\x67\x37\x37\ -\x7a\x4c\x61\x30\x7a\x44\x33\x51\x33\x56\x61\x7a\x20\x41\x6d\x68\ -\x41\x39\x45\x75\x4a\x54\x4e\x66\x2f\x54\x76\x58\x39\x54\x6f\x52\ -\x6f\x6f\x2f\x2f\x50\x43\x43\x63\x4e\x65\x64\x69\x4b\x6c\x65\x5a\ -\x6b\x56\x31\x64\x79\x31\x4f\x75\x6a\x30\x53\x5a\x48\x33\x61\x75\ -\x41\x55\x34\x43\x76\x39\x31\x71\x2b\x4f\x5a\x56\x46\x2f\x36\x46\ -\x51\x61\x4b\x35\x6a\x2b\x33\x34\x4b\x20\x6e\x46\x33\x68\x74\x47\ -\x33\x41\x4a\x31\x4c\x35\x77\x6b\x2f\x48\x4d\x2f\x61\x59\x41\x6c\ -\x5a\x72\x61\x32\x76\x31\x35\x76\x57\x72\x50\x34\x74\x79\x4b\x57\ -\x58\x72\x69\x48\x59\x61\x38\x6a\x37\x72\x32\x49\x39\x6e\x4d\x74\ -\x33\x74\x6c\x63\x38\x62\x6e\x5a\x5a\x49\x38\x46\x78\x46\x62\x72\ -\x47\x4f\x47\x30\x73\x6b\x20\x4f\x6c\x50\x78\x63\x50\x67\x6f\x4d\ -\x5a\x79\x49\x36\x6e\x65\x41\x46\x61\x57\x75\x4f\x47\x63\x70\x65\ -\x6b\x5a\x48\x4f\x76\x66\x37\x67\x65\x75\x69\x6f\x51\x2b\x45\x55\ -\x74\x6e\x72\x48\x36\x34\x77\x57\x34\x67\x47\x2f\x44\x38\x42\x50\ -\x6a\x6a\x73\x37\x6f\x32\x38\x4e\x70\x6e\x74\x65\x6e\x68\x58\x37\ -\x33\x30\x58\x20\x63\x5a\x72\x43\x6a\x66\x65\x68\x76\x42\x37\x49\ -\x55\x75\x55\x65\x74\x61\x38\x59\x31\x63\x56\x44\x6a\x66\x63\x71\ -\x6e\x49\x5a\x77\x51\x79\x4c\x54\x2b\x5a\x34\x39\x64\x52\x38\x6e\ -\x67\x53\x2f\x56\x46\x47\x68\x32\x72\x4d\x77\x74\x43\x6c\x75\x54\ -\x79\x64\x77\x7a\x35\x63\x36\x4c\x42\x52\x76\x65\x49\x79\x4c\x58\ -\x20\x41\x39\x75\x73\x59\x77\x39\x4a\x70\x51\x71\x4a\x63\x75\x66\ -\x74\x4b\x61\x4b\x42\x75\x69\x50\x41\x44\x4d\x76\x66\x4b\x64\x79\ -\x5a\x7a\x68\x65\x47\x56\x6d\x37\x73\x52\x46\x4d\x6f\x64\x4a\x67\ -\x59\x2b\x62\x6d\x67\x74\x37\x6a\x47\x64\x36\x76\x52\x34\x70\x45\ -\x6f\x50\x77\x43\x32\x49\x56\x7a\x55\x6b\x63\x71\x4f\x20\x51\x52\ -\x30\x2f\x63\x55\x71\x2b\x57\x64\x38\x44\x68\x72\x63\x69\x4b\x36\ -\x48\x6f\x39\x61\x5a\x36\x2b\x6b\x66\x47\x4f\x72\x73\x64\x74\x66\ -\x67\x35\x47\x71\x67\x2f\x62\x76\x4f\x36\x31\x55\x74\x52\x76\x6b\ -\x62\x46\x59\x4b\x56\x5a\x46\x58\x6c\x62\x4b\x74\x39\x31\x32\x6d\ -\x51\x45\x4b\x77\x39\x6e\x4f\x59\x42\x78\x20\x7a\x65\x58\x4e\x34\ -\x66\x42\x35\x49\x6e\x6f\x66\x72\x69\x34\x48\x55\x46\x6a\x6d\x69\ -\x75\x38\x43\x59\x4a\x4d\x67\x62\x2b\x36\x2f\x49\x68\x34\x4a\x76\ -\x42\x37\x6c\x38\x6c\x57\x74\x72\x52\x56\x66\x6d\x79\x50\x75\x64\ -\x79\x67\x7a\x51\x31\x43\x72\x65\x33\x79\x62\x75\x79\x6b\x59\x75\ -\x4c\x77\x55\x72\x48\x70\x56\x20\x37\x64\x74\x32\x56\x37\x43\x4b\ -\x52\x43\x4a\x7a\x42\x76\x38\x33\x49\x4e\x67\x63\x42\x36\x71\x65\ -\x53\x46\x69\x74\x6a\x47\x4c\x35\x55\x35\x36\x54\x77\x44\x66\x52\ -\x35\x78\x37\x4d\x77\x31\x42\x4d\x4a\x50\x49\x72\x32\x6c\x4b\x35\ -\x78\x30\x63\x4b\x56\x67\x44\x4a\x58\x4e\x63\x4e\x77\x46\x2b\x42\ -\x57\x73\x63\x31\x20\x33\x39\x75\x56\x35\x35\x77\x61\x7a\x44\x41\ -\x42\x72\x49\x66\x39\x7a\x75\x69\x58\x36\x69\x74\x41\x44\x31\x47\ -\x34\x33\x4e\x68\x69\x42\x2f\x41\x35\x76\x48\x72\x4f\x70\x53\x68\ -\x33\x4e\x6b\x65\x43\x64\x37\x59\x45\x67\x2b\x56\x73\x6c\x69\x65\ -\x46\x5a\x4b\x37\x37\x47\x75\x74\x79\x4e\x42\x58\x6b\x4a\x6f\x4b\ -\x38\x20\x56\x33\x75\x33\x50\x52\x59\x63\x34\x33\x32\x4d\x4f\x73\ -\x4f\x4b\x42\x68\x6f\x2b\x43\x76\x71\x6a\x43\x71\x63\x55\x55\x62\ -\x6c\x79\x53\x39\x48\x39\x6e\x37\x47\x6f\x62\x63\x64\x4c\x63\x79\ -\x54\x34\x61\x35\x44\x7a\x53\x76\x39\x4d\x62\x53\x33\x61\x51\x36\ 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-\x64\x6f\x4f\x32\x49\x72\x68\x43\x72\x4b\x77\x54\x66\x79\x74\x46\ -\x6b\x4c\x47\x4d\x68\x20\x46\x67\x77\x65\x4c\x6d\x4c\x2f\x44\x6a\ -\x67\x4b\x70\x79\x57\x7a\x6e\x52\x56\x33\x33\x58\x59\x58\x73\x55\ -\x42\x67\x6b\x65\x49\x75\x5a\x2f\x6a\x45\x34\x6f\x6c\x55\x76\x6a\ -\x42\x71\x68\x51\x6a\x41\x51\x51\x66\x4e\x6e\x39\x6d\x33\x72\x66\ -\x5a\x4d\x56\x4d\x34\x44\x66\x53\x50\x65\x4d\x6c\x6e\x78\x64\x75\ -\x31\x6d\x20\x43\x75\x61\x6f\x39\x6e\x52\x36\x33\x4c\x6d\x6b\x38\ -\x52\x41\x49\x42\x4b\x62\x37\x31\x50\x32\x65\x43\x4a\x57\x55\x39\ -\x48\x6b\x48\x35\x31\x57\x6a\x53\x59\x74\x47\x44\x56\x67\x6c\x73\ -\x37\x43\x52\x74\x6a\x76\x2f\x5a\x6f\x78\x2b\x4e\x4a\x48\x74\x4c\ -\x75\x76\x32\x4f\x52\x6d\x63\x42\x4c\x35\x30\x4f\x50\x78\x42\x20\ -\x4d\x63\x7a\x7a\x57\x58\x36\x32\x49\x70\x50\x4a\x4e\x7a\x55\x46\ -\x58\x32\x46\x63\x65\x55\x61\x46\x64\x78\x71\x31\x47\x78\x56\x7a\ -\x46\x33\x41\x6e\x79\x48\x7a\x51\x51\x36\x78\x54\x64\x58\x41\x69\ -\x6b\x52\x68\x31\x56\x6c\x4a\x53\x35\x41\x2f\x76\x58\x61\x6a\x63\ -\x6d\x2b\x6f\x73\x6a\x4f\x36\x7a\x4e\x63\x6e\x45\x20\x51\x2f\x35\ -\x44\x46\x66\x4d\x45\x58\x70\x4c\x39\x70\x34\x6c\x73\x35\x37\x41\ -\x6c\x61\x79\x55\x4f\x6d\x6a\x39\x2f\x5a\x74\x38\x30\x33\x79\x4a\ -\x72\x4f\x63\x51\x49\x42\x79\x75\x79\x43\x44\x67\x59\x54\x33\x77\ -\x35\x30\x6b\x36\x75\x43\x39\x4b\x74\x36\x46\x70\x42\x4e\x69\x48\ -\x71\x2f\x65\x67\x6f\x63\x30\x43\x72\x20\x51\x41\x49\x4d\x31\x39\ -\x59\x70\x38\x48\x64\x52\x66\x6d\x57\x6d\x62\x62\x39\x75\x73\x4e\ -\x6c\x65\x55\x36\x68\x78\x4a\x62\x42\x41\x34\x5a\x76\x4a\x62\x4f\ -\x65\x41\x75\x44\x55\x55\x43\x6b\x32\x72\x77\x6e\x32\x6e\x49\x42\ -\x63\x6f\x2b\x70\x6f\x79\x39\x37\x4d\x56\x4c\x36\x2b\x78\x6e\x68\ -\x33\x6c\x4f\x39\x50\x78\x20\x39\x44\x32\x56\x65\x68\x74\x75\x46\ -\x6d\x47\x6c\x4b\x73\x74\x42\x6c\x36\x6e\x49\x73\x7a\x35\x72\x6c\ -\x6f\x38\x33\x6b\x4d\x57\x43\x67\x61\x74\x46\x39\x43\x50\x41\x53\ -\x30\x37\x74\x41\x59\x66\x75\x44\x61\x56\x61\x30\x59\x44\x2f\x6c\ -\x38\x44\x62\x68\x7a\x36\x75\x49\x75\x65\x4e\x56\x71\x2f\x58\x48\ -\x41\x36\x66\x20\x68\x64\x47\x51\x4f\x74\x55\x33\x39\x75\x2b\x6f\ -\x78\x32\x4b\x78\x32\x59\x37\x72\x6e\x6d\x57\x4e\x6e\x69\x66\x4b\ -\x36\x34\x42\x38\x52\x7a\x72\x62\x78\x47\x34\x79\x4e\x59\x77\x32\ -\x31\x72\x38\x56\x6b\x5a\x2b\x79\x73\x78\x50\x75\x41\x45\x62\x30\ -\x38\x45\x53\x75\x65\x32\x6d\x35\x59\x2f\x32\x4d\x4b\x59\x63\x56\ -\x20\x44\x64\x54\x2f\x41\x32\x52\x6f\x4d\x6a\x71\x64\x79\x68\x64\ -\x69\x37\x43\x45\x48\x78\x2b\x5a\x49\x36\x46\x6b\x67\x50\x62\x76\ -\x4f\x66\x2f\x62\x36\x56\x59\x58\x48\x67\x53\x56\x41\x6e\x77\x6f\ -\x58\x44\x42\x55\x4b\x56\x69\x49\x61\x38\x44\x39\x47\x6d\x58\x70\ -\x47\x61\x2b\x57\x59\x54\x46\x66\x58\x57\x46\x6f\x6d\x20\x54\x51\ -\x71\x78\x57\x47\x79\x32\x46\x4c\x63\x39\x44\x64\x49\x43\x38\x73\ -\x54\x30\x57\x58\x4e\x4f\x4c\x4a\x63\x63\x62\x32\x6c\x70\x71\x65\ 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-\x7a\x77\x41\x70\x46\x58\x6b\x4a\x59\x71\x55\x5a\x58\x7a\x4a\x67\ -\x78\x74\x37\x33\x63\x2b\x2b\x71\x39\x2f\x39\x74\x58\x41\x6e\x57\ -\x43\x58\x4e\x4b\x52\x7a\x59\x2f\x65\x57\x58\x77\x4b\x61\x51\x6f\ -\x45\x20\x44\x72\x4b\x34\x7a\x7a\x4e\x38\x64\x74\x57\x65\x79\x68\ -\x63\x57\x55\x56\x6e\x4c\x4b\x4d\x32\x52\x30\x48\x4e\x34\x7a\x53\ -\x49\x32\x71\x2b\x68\x50\x66\x4b\x35\x38\x62\x32\x55\x32\x4f\x31\ -\x44\x33\x47\x51\x71\x46\x35\x76\x70\x67\x51\x54\x4b\x62\x48\x5a\ -\x65\x41\x65\x31\x63\x70\x54\x59\x44\x2b\x7a\x76\x44\x65\x20\x41\ -\x39\x32\x70\x66\x4b\x47\x52\x55\x53\x79\x65\x78\x78\x53\x77\x59\ -\x6f\x47\x47\x72\x79\x6a\x36\x70\x61\x47\x50\x46\x38\x55\x58\x7a\ -\x6b\x33\x43\x6c\x48\x77\x69\x78\x43\x4f\x68\x7a\x77\x74\x38\x5a\ -\x62\x75\x6c\x73\x62\x61\x32\x74\x6b\x66\x37\x74\x72\x34\x61\x56\ -\x39\x4b\x44\x61\x39\x78\x61\x49\x73\x46\x7a\x20\x72\x61\x2f\x6d\ -\x6a\x35\x55\x71\x30\x43\x4e\x42\x2f\x35\x74\x45\x4b\x56\x66\x61\ -\x38\x46\x41\x71\x58\x79\x6a\x62\x6d\x57\x51\x4b\x63\x4f\x4b\x68\ -\x78\x72\x73\x56\x53\x73\x5a\x73\x2b\x69\x77\x69\x4f\x39\x54\x65\ -\x4b\x6a\x4e\x41\x5a\x2b\x50\x39\x4d\x74\x56\x54\x50\x76\x64\x59\ -\x42\x44\x6f\x45\x6c\x71\x76\x79\x20\x76\x42\x68\x5a\x37\x72\x71\ -\x38\x36\x4e\x52\x75\x37\x62\x44\x62\x70\x6a\x58\x69\x73\x45\x6a\ -\x55\x4c\x69\x67\x46\x74\x77\x55\x43\x4c\x59\x72\x55\x65\x37\x4f\ -\x6f\x4d\x64\x45\x46\x50\x49\x76\x77\x69\x4c\x58\x6d\x49\x5a\x2b\ -\x71\x57\x4b\x50\x76\x41\x64\x36\x42\x4e\x77\x74\x61\x44\x66\x4a\ -\x35\x34\x42\x72\x51\x20\x4b\x6b\x57\x2f\x62\x4a\x42\x6c\x43\x74\ -\x38\x48\x49\x69\x42\x39\x6f\x48\x65\x4a\x6d\x6d\x73\x36\x63\x72\ -\x6d\x48\x57\x6c\x70\x61\x71\x6f\x76\x62\x74\x35\x78\x6d\x30\x42\ -\x4e\x56\x4f\x52\x37\x76\x79\x7a\x57\x47\x76\x4a\x58\x30\x67\x65\ -\x61\x42\x68\x41\x67\x76\x71\x73\x72\x7a\x49\x76\x53\x6f\x49\x6d\ -\x44\x6e\x20\x69\x70\x70\x44\x56\x48\x51\x78\x58\x67\x41\x76\x70\ -\x37\x35\x32\x67\x54\x7a\x51\x44\x62\x70\x65\x6b\x51\x31\x41\x72\ -\x51\x6a\x56\x6f\x68\x78\x63\x36\x67\x53\x30\x75\x51\x39\x6e\x55\ -\x58\x62\x51\x46\x33\x78\x33\x45\x77\x30\x32\x33\x49\x37\x71\x4d\ -\x49\x4e\x4a\x56\x58\x31\x33\x75\x72\x50\x37\x78\x6b\x72\x58\x20\ -\x39\x75\x2b\x75\x67\x39\x77\x4b\x65\x6a\x7a\x65\x30\x72\x39\x58\ -\x6c\x4a\x75\x4b\x6a\x76\x31\x32\x4d\x72\x6e\x6e\x72\x48\x57\x57\ -\x4c\x4b\x46\x71\x64\x61\x64\x2f\x4c\x55\x50\x4b\x34\x78\x54\x39\ -\x52\x54\x72\x66\x2f\x64\x37\x52\x72\x68\x2f\x6a\x44\x43\x74\x77\ -\x4a\x4c\x6a\x6c\x31\x72\x6b\x66\x48\x4f\x2b\x32\x20\x35\x47\x53\ -\x78\x4d\x42\x4b\x4a\x75\x39\x67\x32\x68\x59\x73\x37\x30\x74\x6b\ -\x66\x44\x44\x73\x65\x43\x4d\x78\x33\x66\x61\x5a\x44\x6c\x4e\x76\ -\x61\x4d\x74\x6c\x79\x4e\x56\x67\x44\x52\x41\x50\x2b\x76\x2b\x48\ -\x5a\x74\x65\x79\x4d\x6b\x64\x4e\x54\x32\x61\x34\x70\x33\x55\x6b\ -\x42\x61\x41\x6f\x31\x66\x68\x44\x34\x20\x79\x52\x68\x4f\x37\x51\ -\x57\x36\x45\x44\x49\x67\x62\x61\x42\x74\x69\x72\x79\x6b\x4c\x69\ -\x76\x56\x5a\x37\x63\x37\x6d\x4b\x43\x6f\x58\x56\x44\x53\x4b\x53\ -\x32\x30\x79\x45\x4a\x42\x59\x2b\x77\x51\x38\x6d\x31\x56\x36\x42\ -\x41\x6b\x41\x54\x61\x4a\x6b\x4c\x51\x71\x48\x63\x62\x49\x5a\x6e\ -\x46\x74\x4e\x57\x71\x32\x20\x49\x36\x4b\x6f\x69\x6a\x58\x75\x4a\ -\x6c\x48\x66\x4e\x68\x56\x33\x74\x69\x68\x52\x6a\x42\x79\x6b\x4b\ -\x73\x65\x57\x65\x68\x62\x4f\x56\x4b\x52\x64\x52\x4b\x2f\x48\x6c\ -\x64\x73\x51\x50\x6f\x6e\x6f\x68\x78\x68\x35\x32\x58\x6d\x37\x57\ -\x50\x6c\x30\x52\x7a\x36\x66\x6a\x6b\x51\x61\x44\x6e\x47\x73\x66\ -\x42\x72\x6b\x20\x6e\x4e\x4c\x4d\x61\x49\x33\x41\x49\x78\x5a\x35\ -\x45\x69\x47\x4a\x75\x6b\x6c\x31\x7a\x45\x61\x66\x4d\x74\x30\x71\ -\x42\x34\x67\x72\x31\x61\x37\x52\x6d\x55\x61\x31\x53\x73\x54\x34\ -\x55\x50\x57\x72\x53\x4c\x4f\x67\x38\x56\x4b\x64\x59\x52\x4e\x65\ -\x77\x77\x32\x41\x64\x51\x6f\x76\x43\x43\x7a\x33\x67\x68\x6d\x62\ -\x20\x56\x54\x45\x47\x35\x6c\x68\x30\x67\x59\x69\x30\x34\x4d\x30\ -\x4d\x52\x32\x70\x6e\x4e\x6f\x41\x6f\x2f\x36\x38\x6a\x31\x7a\x6c\ -\x4d\x71\x37\x63\x37\x69\x41\x54\x71\x58\x79\x33\x49\x6f\x32\x55\ -\x4f\x76\x5a\x44\x4b\x46\x77\x35\x6c\x6c\x4b\x61\x79\x7a\x5a\x48\ -\x51\x66\x63\x43\x53\x37\x5a\x62\x49\x72\x46\x6d\x7a\x20\x33\x47\ -\x32\x62\x4e\x74\x77\x48\x37\x4f\x68\x67\x4a\x4e\x78\x6c\x52\x4c\ -\x2f\x79\x55\x6f\x58\x4e\x69\x4b\x6b\x69\x45\x76\x53\x2f\x54\x6e\ -\x52\x34\x44\x61\x4f\x4b\x6e\x4a\x73\x65\x67\x33\x76\x47\x57\x48\ -\x56\x59\x45\x67\x33\x34\x4d\x77\x7a\x76\x51\x2f\x65\x6e\x5a\x4c\ -\x36\x77\x78\x33\x79\x46\x34\x70\x48\x77\x20\x58\x59\x49\x75\x73\ -\x55\x37\x56\x6b\x61\x5a\x59\x50\x41\x33\x30\x58\x49\x52\x5a\x59\ -\x44\x34\x4a\x39\x6a\x7a\x67\x73\x31\x68\x4f\x61\x38\x39\x6d\x4b\ -\x79\x5a\x52\x52\x79\x7a\x58\x45\x5a\x35\x4c\x35\x51\x71\x48\x4d\ -\x38\x56\x64\x68\x78\x63\x47\x41\x76\x50\x37\x6a\x43\x34\x44\x47\ -\x68\x54\x75\x45\x4f\x54\x50\x20\x36\x73\x32\x69\x70\x68\x6d\x78\ -\x47\x78\x55\x4f\x51\x4d\x31\x32\x30\x4f\x32\x43\x7a\x41\x56\x74\ -\x4b\x48\x31\x78\x67\x33\x6a\x4c\x77\x42\x41\x37\x67\x70\x49\x46\ -\x4d\x6f\x4a\x30\x49\x4c\x70\x43\x30\x54\x62\x78\x38\x6b\x4e\x71\ -\x31\x56\x51\x5a\x62\x46\x43\x39\x76\x46\x51\x45\x4e\x41\x41\x53\ -\x6f\x73\x4b\x32\x20\x4d\x35\x34\x67\x4d\x34\x48\x49\x43\x72\x42\ -\x50\x67\x54\x77\x4e\x4d\x6c\x74\x56\x7a\x78\x4e\x50\x5a\x39\x4f\ -\x44\x36\x44\x65\x78\x45\x6b\x44\x6f\x46\x78\x2f\x75\x38\x42\x30\ -\x54\x2f\x55\x77\x69\x30\x2f\x58\x64\x57\x4b\x77\x68\x4a\x6b\x58\ -\x35\x4e\x76\x41\x57\x59\x49\x50\x41\x44\x61\x36\x56\x58\x31\x44\ -\x56\x20\x32\x79\x57\x32\x2b\x67\x54\x51\x56\x78\x70\x6c\x6b\x63\ -\x4a\x42\x51\x4a\x51\x52\x31\x64\x4c\x53\x42\x35\x70\x52\x4a\x41\ -\x6b\x32\x4b\x53\x49\x4a\x4c\x42\x61\x6a\x44\x6b\x67\x74\x79\x6b\ -\x46\x34\x49\x75\x4c\x42\x65\x62\x74\x31\x6f\x43\x38\x69\x4a\x69\ -\x75\x71\x65\x56\x57\x36\x56\x65\x67\x42\x71\x51\x57\x64\x20\x62\ -\x62\x78\x71\x62\x61\x78\x53\x4c\x79\x4c\x76\x42\x64\x51\x36\x4c\ -\x45\x36\x6c\x4f\x71\x65\x38\x4d\x57\x69\x35\x46\x31\x68\x4b\x55\ -\x78\x77\x37\x39\x4d\x42\x59\x63\x6c\x63\x74\x77\x57\x42\x49\x48\ -\x55\x6d\x6a\x65\x6c\x6c\x37\x4a\x76\x66\x46\x57\x43\x77\x32\x32\ -\x37\x48\x46\x6a\x49\x6a\x65\x70\x74\x62\x63\x20\x6a\x2b\x68\x58\ -\x67\x51\x57\x43\x6e\x74\x65\x57\x7a\x6b\x32\x5a\x62\x39\x56\x49\ -\x52\x41\x4d\x4e\x56\x77\x39\x74\x43\x41\x50\x30\x4f\x62\x57\x39\ -\x64\x57\x50\x70\x75\x6a\x4e\x6d\x34\x65\x67\x49\x54\x31\x54\x30\ -\x75\x51\x54\x48\x30\x32\x64\x75\x4d\x6d\x6d\x4a\x42\x6c\x2b\x6c\ -\x58\x74\x4c\x63\x71\x7a\x48\x73\x20\x52\x33\x6b\x59\x34\x5a\x58\ -\x41\x6e\x39\x76\x54\x32\x54\x45\x6c\x7a\x32\x4d\x42\x2f\x31\x30\ -\x4b\x35\x62\x79\x47\x33\x72\x2b\x72\x39\x55\x39\x6a\x65\x76\x35\ -\x77\x34\x43\x78\x52\x2f\x65\x33\x6f\x5a\x38\x6f\x47\x56\x50\x4d\ -\x69\x30\x71\x56\x6f\x44\x70\x55\x43\x78\x69\x59\x55\x65\x6b\x53\ -\x6c\x53\x6b\x53\x72\x20\x56\x45\x31\x4d\x30\x41\x58\x71\x6c\x56\ -\x33\x45\x47\x5a\x69\x42\x53\x42\x2f\x59\x6c\x47\x4c\x53\x70\x53\ -\x39\x37\x46\x2b\x67\x36\x31\x4b\x78\x48\x50\x61\x4d\x2f\x4d\x57\ -\x61\x6d\x71\x67\x36\x38\x6c\x34\x72\x4d\x45\x58\x51\x42\x53\x43\ -\x76\x6f\x45\x58\x69\x37\x54\x4e\x33\x41\x37\x31\x42\x39\x55\x44\ -\x43\x6e\x20\x71\x65\x69\x37\x47\x56\x69\x6d\x79\x6a\x4a\x6a\x2b\ -\x59\x67\x31\x33\x41\x4d\x36\x53\x79\x42\x6e\x6b\x61\x73\x45\x2f\ -\x51\x4b\x77\x54\x5a\x55\x76\x55\x46\x57\x38\x55\x31\x7a\x6e\x72\ -\x61\x72\x79\x39\x70\x49\x66\x6d\x67\x42\x64\x41\x76\x38\x43\x58\ -\x57\x61\x52\x76\x42\x48\x70\x78\x6d\x58\x56\x6a\x70\x66\x74\x20\ -\x31\x6d\x4b\x63\x4f\x71\x76\x55\x69\x61\x70\x66\x68\x43\x62\x67\ -\x6f\x46\x4a\x48\x38\x58\x36\x42\x36\x4d\x43\x79\x32\x41\x70\x4a\ -\x55\x58\x46\x56\x31\x42\x48\x46\x45\x64\x56\x36\x52\x55\x49\x49\ -\x2f\x62\x75\x6a\x49\x77\x64\x70\x34\x59\x46\x45\x70\x6e\x4f\x59\ -\x44\x66\x48\x75\x49\x42\x62\x77\x6e\x36\x66\x77\x20\x36\x7a\x4b\ -\x48\x6c\x71\x62\x79\x68\x53\x4d\x59\x4a\x57\x66\x63\x48\x41\x32\ -\x64\x68\x6e\x4b\x76\x71\x6e\x79\x30\x49\x35\x4f\x35\x70\x6a\x6b\ -\x53\x2b\x68\x62\x77\x57\x63\x45\x73\x62\x6b\x75\x6e\x6c\x7a\x64\ -\x48\x51\x73\x75\x42\x36\x76\x5a\x30\x39\x69\x42\x32\x63\x2b\x66\ -\x7a\x30\x6e\x49\x77\x7a\x2f\x42\x4e\x20\x6e\x41\x64\x54\x2b\x63\ -\x4c\x72\x78\x7a\x4c\x47\x6d\x41\x4e\x57\x72\x4c\x48\x75\x56\x42\ -\x55\x7a\x7a\x47\x4e\x49\x52\x44\x2b\x61\x7a\x48\x56\x58\x64\x41\ -\x79\x64\x53\x70\x72\x44\x6f\x63\x63\x52\x6a\x6c\x48\x34\x74\x43\ -\x50\x4f\x2f\x56\x62\x74\x6c\x61\x43\x76\x42\x2f\x70\x63\x59\x77\ -\x38\x62\x36\x33\x6f\x39\x20\x37\x50\x63\x76\x4e\x67\x37\x50\x4d\ -\x50\x79\x58\x66\x5a\x56\x55\x62\x31\x2b\x59\x54\x4b\x34\x66\x63\ -\x78\x6e\x4a\x52\x49\x6d\x46\x47\x6d\x38\x58\x65\x49\x75\x2f\x73\ -\x53\x46\x33\x39\x74\x6e\x6e\x74\x45\x32\x66\x4d\x58\x31\x37\x4c\ -\x70\x66\x72\x54\x69\x65\x53\x36\x58\x51\x79\x75\x53\x57\x62\x7a\ -\x32\x31\x47\x20\x45\x52\x45\x4a\x6c\x4e\x70\x58\x42\x51\x52\x70\ -\x56\x47\x2b\x47\x64\x65\x43\x4f\x6b\x54\x51\x76\x6d\x42\x57\x49\ -\x72\x67\x52\x57\x59\x75\x31\x4b\x70\x47\x70\x46\x4a\x4a\x74\x4e\ -\x5a\x46\x76\x6d\x54\x75\x2f\x62\x55\x74\x76\x73\x47\x49\x32\x6a\ -\x52\x4c\x78\x71\x41\x5a\x6d\x4c\x6c\x49\x4b\x55\x79\x69\x62\x45\ -\x20\x46\x6c\x54\x70\x4e\x6f\x62\x6e\x71\x37\x59\x57\x58\x2b\x78\ -\x76\x44\x64\x2f\x53\x30\x6c\x4a\x54\x33\x4c\x62\x35\x57\x46\x45\ -\x35\x45\x2b\x45\x63\x76\x4e\x6e\x64\x30\x39\x34\x73\x54\x52\x74\ -\x52\x43\x67\x37\x6d\x71\x4c\x5a\x63\x4c\x68\x73\x4c\x4e\x5a\x34\ -\x71\x38\x50\x74\x42\x37\x2b\x64\x31\x72\x74\x48\x76\x20\x47\x5a\ -\x55\x50\x69\x47\x63\x2f\x4e\x42\x33\x30\x59\x63\x58\x63\x68\x63\ -\x2f\x65\x4e\x57\x39\x65\x56\x32\x35\x74\x5a\x79\x41\x75\x59\x6c\ -\x74\x55\x54\x4a\x4e\x69\x35\x33\x6e\x46\x75\x64\x49\x66\x6a\x42\ -\x44\x42\x6f\x72\x72\x42\x77\x68\x59\x52\x65\x6c\x41\x70\x69\x4a\ -\x70\x4f\x78\x4b\x30\x42\x6d\x57\x61\x52\x20\x6f\x4d\x42\x43\x56\ -\x42\x63\x43\x43\x78\x41\x69\x37\x4d\x6a\x33\x62\x56\x47\x6b\x55\ -\x31\x51\x37\x45\x62\x6f\x41\x51\x57\x68\x41\x6d\x59\x46\x58\x4d\ -\x57\x48\x78\x58\x45\x43\x4d\x69\x70\x79\x66\x7a\x4f\x52\x33\x75\ -\x39\x31\x51\x79\x39\x79\x35\x42\x2f\x62\x56\x56\x6a\x33\x50\x30\ -\x42\x36\x61\x67\x41\x71\x76\x20\x54\x2b\x63\x4b\x44\x34\x34\x32\ -\x52\x69\x77\x57\x69\x7a\x6d\x32\x75\x41\x4c\x76\x75\x2f\x31\x33\ -\x50\x44\x65\x4c\x74\x76\x5a\x30\x64\x6c\x46\x4c\x4f\x50\x78\x47\ -\x46\x66\x32\x6a\x71\x6e\x36\x6b\x49\x35\x50\x37\x38\x61\x53\x2f\ -\x67\x46\x47\x49\x42\x68\x74\x4f\x52\x2f\x58\x33\x51\x78\x39\x58\ -\x35\x54\x2f\x54\x20\x6e\x59\x57\x78\x70\x45\x54\x47\x48\x72\x42\ -\x61\x57\x31\x75\x72\x4e\x36\x39\x62\x6e\x57\x65\x6f\x56\x6b\x5a\ -\x35\x4f\x4e\x56\x5a\x65\x47\x33\x35\x71\x36\x61\x65\x66\x6a\x57\ -\x38\x47\x46\x37\x62\x6c\x73\x77\x2b\x33\x42\x77\x4a\x58\x77\x50\ -\x36\x59\x65\x41\x48\x37\x65\x6e\x73\x70\x38\x59\x7a\x56\x69\x52\ -\x51\x20\x2f\x33\x4e\x42\x33\x6a\x76\x38\x69\x46\x79\x54\x79\x6e\ -\x65\x4e\x71\x75\x76\x61\x56\x5a\x6f\x44\x67\x62\x41\x31\x2b\x6a\ -\x78\x44\x45\x70\x4c\x39\x54\x4a\x74\x65\x32\x2b\x4d\x54\x70\x32\ -\x2f\x36\x6a\x4a\x6d\x62\x48\x4d\x65\x73\x74\x61\x71\x72\x4e\x6d\ -\x37\x59\x30\x4e\x6d\x7a\x70\x61\x63\x64\x4d\x53\x73\x63\x20\x30\ -\x5a\x64\x38\x57\x2f\x70\x57\x6c\x67\x4b\x4d\x30\x78\x77\x4b\x4e\ -\x61\x6e\x32\x4c\x51\x4a\x7a\x71\x41\x70\x4c\x38\x4c\x6f\x7a\x52\ -\x77\x63\x4e\x75\x51\x31\x30\x4c\x63\x67\x6d\x50\x46\x33\x4f\x44\ -\x44\x78\x78\x63\x42\x30\x37\x52\x4d\x49\x71\x38\x41\x4c\x43\x49\ -\x78\x62\x35\x69\x34\x76\x7a\x53\x43\x61\x54\x20\x79\x65\x4e\x74\ -\x46\x4c\x78\x5a\x34\x63\x65\x6c\x38\x31\x31\x52\x63\x30\x70\x48\ -\x4c\x6a\x66\x77\x70\x57\x6f\x4b\x4e\x31\x35\x61\x45\x68\x79\x44\ -\x56\x38\x64\x32\x43\x69\x43\x67\x50\x33\x50\x45\x2f\x6b\x44\x46\ -\x6d\x61\x31\x57\x7a\x6c\x54\x30\x42\x4f\x42\x6f\x42\x69\x66\x4a\ -\x6c\x51\x4b\x69\x42\x57\x39\x57\x20\x36\x43\x47\x43\x71\x44\x49\ -\x62\x6d\x41\x56\x79\x59\x4a\x6b\x4e\x67\x79\x37\x67\x4a\x56\x56\ -\x74\x4d\x38\x68\x4c\x4b\x6d\x51\x6f\x50\x53\x46\x49\x47\x4e\x47\ -\x59\x4b\x76\x4e\x41\x35\x34\x44\x4d\x42\x6e\x77\x4b\x50\x53\x4a\ -\x73\x77\x56\x4b\x4c\x63\x44\x79\x77\x65\x66\x71\x73\x75\x66\x50\ -\x32\x52\x42\x46\x38\x20\x4c\x4f\x44\x2f\x67\x63\x49\x6e\x79\x78\ -\x7a\x36\x58\x53\x70\x66\x71\x46\x54\x6d\x41\x69\x44\x4e\x34\x65\ -\x41\x58\x32\x6a\x4f\x35\x72\x38\x65\x6a\x6f\x54\x65\x4c\x63\x69\ -\x55\x77\x52\x77\x5a\x73\x64\x76\x69\x75\x77\x74\x73\x45\x44\x74\ -\x68\x75\x69\x65\x32\x4a\x66\x70\x7a\x52\x6f\x50\x39\x47\x6c\x48\ -\x63\x4f\x20\x65\x64\x69\x74\x73\x74\x4c\x59\x31\x74\x57\x31\x71\ 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-\x48\x6a\x31\x4e\x76\x4a\x41\x31\x69\x4a\x38\x6e\x76\x67\x47\x59\ -\x53\x66\x41\x54\x35\x56\x75\x53\x61\x5a\x79\x2b\x38\x55\x31\x46\ -\x74\x62\x57\x36\x75\x33\x62\x46\x69\x37\x74\x48\x51\x2f\x4b\x50\ -\x6f\x7a\x49\x33\x4b\x4e\x57\x73\x35\x43\x65\x42\x66\x65\x44\x47\ -\x32\x4c\x77\x46\x39\x41\x20\x6e\x72\x62\x43\x50\x33\x48\x73\x30\ -\x67\x4d\x4f\x6d\x4a\x63\x66\x53\x38\x42\x6f\x61\x57\x69\x6f\x4b\ -\x7a\x70\x4f\x55\x46\x54\x44\x34\x74\x69\x51\x57\x67\x6d\x57\x5a\ -\x6c\x57\x4c\x53\x76\x2f\x31\x36\x37\x65\x73\x5a\x30\x6b\x30\x49\ -\x4f\x31\x49\x44\x53\x79\x44\x52\x57\x70\x45\x43\x61\x76\x49\x6d\ -\x61\x44\x48\x20\x41\x67\x38\x6e\x73\x70\x32\x37\x2f\x51\x65\x34\ -\x74\x4c\x48\x31\x46\x4d\x4e\x6e\x2b\x4e\x74\x77\x4f\x53\x52\x56\ -\x71\x46\x77\x79\x31\x42\x51\x4a\x76\x45\x46\x55\x37\x68\x66\x6c\ -\x78\x76\x5a\x73\x37\x6b\x4a\x4b\x65\x64\x64\x34\x50\x42\x43\x52\ -\x6f\x6e\x6b\x53\x62\x36\x50\x42\x56\x65\x48\x63\x6a\x6c\x52\x32\ -\x20\x75\x47\x76\x70\x46\x42\x4d\x49\x42\x4b\x5a\x58\x34\x58\x59\ -\x78\x58\x46\x50\x33\x51\x43\x70\x66\x47\x50\x50\x79\x65\x31\x77\ -\x42\x4b\x78\x62\x79\x76\x31\x4c\x74\x7a\x6a\x37\x66\x70\x55\x45\ -\x75\x53\x65\x59\x4c\x65\x30\x79\x33\x30\x68\x77\x4e\x66\x77\x48\ -\x56\x2f\x31\x47\x66\x62\x5a\x59\x2b\x38\x77\x6c\x42\x20\x45\x6d\ -\x32\x5a\x7a\x4e\x57\x44\x7a\x32\x6b\x4b\x68\x51\x34\x44\x53\x47\ -\x53\x7a\x46\x55\x57\x75\x73\x55\x62\x2f\x4a\x53\x70\x38\x66\x65\ -\x6a\x6a\x71\x6a\x79\x56\x37\x69\x77\x63\x78\x2b\x35\x4a\x77\x4b\ -\x65\x42\x61\x53\x4c\x38\x30\x79\x72\x62\x78\x46\x73\x69\x4e\x4c\ -\x41\x6a\x41\x4a\x57\x6a\x70\x45\x69\x58\x20\x48\x47\x67\x62\x6f\ -\x69\x75\x78\x76\x41\x44\x4f\x53\x77\x42\x57\x62\x4e\x79\x49\x4e\ -\x71\x4d\x53\x78\x70\x73\x6c\x39\x2f\x2b\x33\x51\x79\x4b\x68\x62\ -\x46\x56\x68\x49\x37\x42\x42\x6b\x4b\x79\x71\x64\x6d\x42\x49\x47\ -\x46\x64\x65\x36\x4d\x6a\x6e\x30\x79\x33\x42\x59\x4d\x67\x56\x50\ -\x52\x58\x30\x56\x4c\x78\x64\x20\x70\x2f\x37\x69\x38\x2f\x57\x39\ -\x61\x6c\x70\x79\x5a\x56\x71\x64\x4e\x77\x66\x39\x4a\x31\x73\x78\ -\x70\x56\x6d\x58\x74\x6f\x48\x45\x38\x64\x78\x4c\x62\x78\x48\x30\ -\x6a\x6c\x35\x38\x66\x37\x62\x57\x53\x72\x56\x78\x44\x78\x58\x4d\ -\x4b\x31\x53\x49\x69\x52\x4c\x47\x43\x32\x59\x7a\x67\x56\x6c\x34\ -\x63\x6f\x37\x2b\x20\x7a\x2b\x70\x47\x37\x37\x58\x4b\x42\x6b\x48\ -\x58\x71\x76\x65\x61\x43\x36\x4b\x61\x52\x36\x52\x67\x73\x54\x6c\ -\x31\x70\x48\x76\x47\x6c\x6d\x4a\x6d\x61\x31\x58\x56\x58\x48\x56\ -\x59\x70\x46\x59\x50\x4d\x59\x5a\x46\x71\x6a\x54\x68\x37\x53\x70\ -\x47\x32\x62\x47\x7a\x32\x50\x2f\x65\x62\x51\x50\x6d\x41\x4c\x39\ -\x4d\x20\x5a\x44\x75\x48\x7a\x67\x4b\x6d\x46\x43\x2b\x33\x55\x2f\ -\x39\x45\x47\x61\x33\x6a\x6d\x48\x33\x61\x34\x76\x48\x34\x4c\x50\ -\x71\x32\x33\x77\x38\x63\x41\x33\x4a\x64\x52\x79\x62\x37\x51\x55\ -\x72\x35\x72\x6b\x67\x6b\x4d\x71\x64\x4b\x39\x55\x54\x72\x63\x31\ -\x39\x49\x4a\x48\x62\x64\x52\x47\x38\x69\x78\x41\x4c\x2b\x20\x43\ -\x78\x52\x75\x48\x76\x72\x34\x57\x47\x51\x61\x67\x78\x6d\x33\x76\ -\x55\x77\x30\x34\x4f\x39\x33\x74\x52\x77\x38\x7a\x4d\x70\x55\x76\ -\x6d\x73\x52\x65\x30\x68\x45\x32\x74\x4c\x51\x55\x4b\x66\x56\x76\ -\x71\x77\x71\x31\x33\x5a\x6b\x73\x68\x39\x6e\x68\x35\x4f\x41\x45\ -\x34\x2b\x47\x33\x69\x7a\x77\x53\x5a\x51\x54\x20\x67\x59\x66\x61\ -\x30\x39\x6d\x4b\x32\x71\x6f\x6c\x53\x36\x68\x61\x33\x65\x58\x2f\ -\x4a\x38\x72\x69\x34\x55\x66\x6c\x63\x36\x6c\x38\x31\x37\x65\x6e\ -\x34\x6a\x55\x4d\x70\x69\x6e\x55\x2b\x47\x65\x38\x74\x75\x71\x72\ -\x67\x42\x64\x46\x70\x52\x30\x68\x62\x57\x47\x4e\x45\x64\x75\x6e\ -\x56\x6a\x59\x6a\x54\x41\x4f\x32\x20\x69\x49\x68\x72\x73\x54\x57\ -\x69\x78\x68\x48\x56\x65\x67\x7a\x31\x71\x73\x78\x58\x69\x49\x75\ -\x58\x63\x42\x2b\x38\x68\x56\x39\x45\x79\x53\x4a\x6b\x45\x46\x32\ -\x50\x79\x67\x61\x38\x34\x4e\x48\x50\x64\x49\x57\x35\x70\x5a\x33\ -\x49\x52\x6b\x6f\x35\x6e\x64\x4b\x78\x74\x58\x67\x36\x72\x4d\x65\ -\x73\x36\x71\x4d\x2b\x20\x61\x35\x36\x7a\x58\x6d\x42\x46\x68\x65\ -\x38\x6e\x4d\x35\x30\x6a\x32\x70\x50\x73\x4d\x4d\x76\x44\x69\x75\ -\x6a\x48\x73\x63\x36\x44\x69\x44\x30\x61\x34\x54\x56\x57\x4f\x56\ -\x36\x38\x7a\x35\x4f\x44\x74\x33\x54\x72\x41\x73\x30\x49\x35\x42\ -\x58\x57\x41\x4b\x34\x49\x57\x79\x79\x6f\x36\x45\x36\x36\x71\x67\ -\x4d\x45\x20\x35\x71\x70\x33\x72\x33\x50\x78\x4e\x47\x56\x44\x42\ -\x61\x52\x72\x67\x54\x53\x69\x47\x5a\x51\x6b\x51\x68\x6f\x64\x62\ -\x4e\x32\x73\x73\x78\x51\x6a\x52\x72\x53\x6f\x33\x6c\x4c\x6c\x69\ -\x44\x31\x68\x36\x44\x65\x53\x7a\x68\x46\x49\x62\x2b\x6d\x7a\x72\ -\x57\x4d\x74\x65\x57\x73\x4f\x42\x38\x35\x58\x35\x46\x63\x41\x20\ -\x4b\x6e\x70\x56\x49\x70\x32\x2f\x69\x44\x33\x30\x6e\x52\x78\x4b\ -\x4e\x4f\x68\x2f\x75\x50\x51\x64\x48\x4d\x78\x36\x31\x31\x51\x46\ -\x78\x72\x4d\x38\x48\x58\x66\x41\x47\x6d\x6b\x47\x59\x74\x57\x63\ -\x4d\x4e\x6d\x47\x38\x2b\x4f\x68\x4f\x52\x4b\x36\x48\x50\x69\x30\ -\x75\x74\x70\x61\x44\x57\x76\x36\x48\x48\x6b\x2f\x20\x79\x73\x63\ -\x51\x49\x67\x6f\x39\x67\x74\x7a\x6f\x47\x76\x63\x48\x59\x30\x6e\ -\x43\x6c\x33\x51\x77\x66\x32\x58\x34\x2b\x37\x4d\x4e\x4e\x55\x65\ -\x6d\x4f\x71\x64\x32\x75\x37\x73\x70\x46\x4c\x67\x62\x39\x45\x33\ -\x41\x55\x6b\x54\x54\x67\x67\x54\x56\x45\x6b\x51\x71\x6d\x76\x34\ -\x44\x39\x49\x4b\x73\x55\x54\x51\x68\x20\x6b\x45\x43\x6c\x51\x34\ -\x33\x74\x51\x45\x6e\x69\x49\x78\x6c\x4c\x64\x6d\x55\x66\x48\x6f\ -\x66\x62\x61\x30\x74\x4c\x53\x34\x32\x37\x5a\x55\x74\x4d\x6a\x43\ -\x36\x32\x77\x68\x4b\x78\x48\x49\x58\x49\x4d\x63\x4d\x44\x67\x2f\ -\x4f\x4b\x53\x6a\x50\x58\x57\x44\x68\x77\x6e\x71\x6a\x32\x37\x33\ -\x79\x56\x61\x67\x30\x52\x20\x49\x43\x30\x71\x44\x31\x6e\x30\x53\ -\x55\x66\x6c\x32\x64\x71\x2b\x76\x6d\x64\x48\x73\x77\x61\x71\x78\ -\x45\x48\x7a\x35\x38\x38\x73\x54\x6e\x4f\x69\x61\x6f\x6d\x70\x6b\ -\x61\x67\x6f\x45\x56\x57\x69\x70\x57\x56\x69\x46\x47\x51\x36\x35\ -\x63\x74\x43\x4e\x71\x4f\x73\x52\x6f\x69\x68\x46\x4f\x59\x32\x64\ -\x49\x5a\x33\x20\x56\x33\x50\x64\x63\x45\x50\x44\x30\x63\x62\x6f\ -\x59\x77\x7a\x58\x73\x4b\x6c\x42\x54\x30\x33\x6b\x75\x2b\x38\x66\ -\x34\x31\x41\x53\x44\x77\x65\x66\x77\x64\x74\x38\x57\x51\x55\x63\ -\x4c\x66\x44\x64\x39\x6b\x78\x75\x6a\x7a\x65\x4e\x6a\x54\x59\x32\ -\x48\x6f\x7a\x59\x35\x51\x7a\x37\x50\x75\x6e\x56\x71\x58\x7a\x33\ -\x20\x30\x42\x52\x54\x52\x63\x59\x64\x73\x4a\x6f\x44\x67\x58\x41\ -\x52\x4e\x38\x6b\x51\x74\x62\x57\x6f\x33\x4a\x44\x73\x37\x4e\x70\ -\x6a\x64\x73\x48\x61\x36\x45\x4d\x41\x41\x43\x41\x41\x53\x55\x52\ -\x42\x56\x43\x4b\x48\x2b\x66\x30\x48\x39\x4e\x52\x55\x4a\x66\x46\ -\x71\x30\x59\x4a\x34\x65\x61\x69\x4d\x77\x6f\x39\x36\x20\x4c\x64\ -\x64\x6d\x73\x39\x6d\x31\x34\x78\x6b\x76\x30\x75\x6a\x2f\x63\x62\ -\x6c\x69\x7a\x61\x6c\x65\x47\x70\x34\x45\x76\x6c\x53\x6f\x73\x52\ -\x31\x50\x4a\x33\x55\x56\x78\x74\x79\x4e\x61\x37\x30\x76\x6d\x55\ -\x67\x4e\x4d\x42\x32\x6b\x52\x67\x65\x70\x77\x6f\x33\x59\x54\x61\ -\x71\x79\x63\x58\x42\x72\x2b\x49\x6d\x69\x20\x68\x67\x4e\x45\x70\ -\x56\x71\x52\x57\x73\x71\x34\x63\x78\x68\x56\x59\x77\x30\x7a\x6a\ -\x64\x55\x6d\x46\x54\x6b\x66\x57\x4a\x2f\x49\x64\x73\x36\x6c\x77\ -\x69\x39\x35\x4e\x44\x71\x2f\x30\x62\x68\x56\x65\x51\x42\x6a\x6a\ -\x44\x33\x75\x75\x4f\x50\x2b\x46\x51\x6d\x48\x56\x31\x62\x58\x31\ -\x4b\x62\x37\x69\x72\x31\x6a\x20\x54\x6d\x36\x76\x57\x37\x4f\x75\ -\x42\x30\x43\x74\x31\x54\x58\x72\x31\x2b\x78\x6b\x48\x43\x68\x57\ -\x74\x4b\x73\x7a\x50\x79\x61\x48\x43\x42\x65\x58\x62\x47\x62\x49\ -\x75\x57\x49\x4f\x42\x4c\x30\x57\x4c\x37\x66\x2f\x6c\x59\x35\x73\ -\x2f\x73\x74\x6a\x76\x61\x2b\x4a\x45\x67\x71\x46\x70\x6a\x6d\x32\ -\x37\x78\x39\x34\x20\x71\x76\x79\x68\x58\x4a\x66\x4b\x46\x7a\x34\ -\x77\x32\x68\x6a\x39\x58\x62\x45\x64\x74\x2f\x63\x6b\x52\x58\x34\ -\x4c\x2b\x6a\x36\x71\x61\x75\x2b\x51\x76\x75\x33\x33\x4b\x52\x79\ -\x72\x38\x4c\x2b\x4a\x54\x4b\x37\x63\x37\x47\x32\x33\x45\x51\x6e\ -\x36\x76\x79\x2f\x4b\x73\x41\x30\x77\x45\x58\x74\x45\x4d\x72\x64\ -\x71\x20\x58\x4f\x4c\x56\x69\x54\x6d\x4f\x65\x6d\x33\x66\x68\x79\ -\x36\x74\x74\x6c\x52\x74\x36\x32\x75\x63\x69\x6c\x35\x6b\x59\x36\ -\x55\x35\x48\x50\x78\x66\x52\x4c\x34\x41\x38\x6b\x2b\x55\x62\x38\ -\x32\x75\x72\x37\x39\x6a\x73\x4f\x33\x72\x51\x65\x46\x77\x6f\x43\ -\x6a\x36\x4f\x56\x51\x65\x62\x73\x39\x6b\x68\x6a\x6b\x34\x20\x44\ -\x69\x59\x53\x69\x63\x79\x52\x34\x76\x59\x58\x4b\x4e\x66\x4b\x53\ -\x4c\x6b\x30\x31\x56\x6b\x59\x4e\x73\x75\x63\x44\x4a\x72\x43\x44\ -\x52\x39\x44\x35\x59\x64\x54\x4d\x66\x59\x6b\x30\x79\x38\x4f\x33\ -\x64\x53\x48\x34\x36\x38\x30\x72\x57\x39\x71\x62\x49\x7a\x69\x6b\ -\x4e\x78\x74\x64\x7a\x59\x4a\x69\x50\x42\x66\x20\x48\x5a\x6e\x4f\ -\x4b\x62\x57\x62\x69\x54\x51\x32\x58\x43\x4f\x69\x48\x78\x35\x2b\ -\x52\x4c\x4e\x4f\x62\x64\x2f\x69\x73\x51\x67\x70\x6d\x38\x50\x42\ -\x78\x39\x55\x54\x6d\x52\x59\x42\x6e\x79\x67\x33\x71\x70\x48\x6e\ -\x42\x64\x61\x71\x36\x74\x65\x41\x4f\x68\x45\x2b\x33\x4a\x37\x4f\ -\x2f\x64\x2b\x6b\x76\x34\x41\x78\x20\x55\x41\x72\x4b\x4f\x62\x7a\ -\x38\x34\x47\x44\x2b\x6e\x73\x6f\x58\x4b\x6e\x6e\x41\x6c\x32\x56\ -\x43\x62\x62\x35\x55\x39\x41\x5a\x52\x47\x52\x71\x77\x70\x76\x66\ -\x57\x56\x72\x30\x48\x75\x47\x6f\x69\x59\x30\x34\x4b\x31\x63\x57\ -\x72\x74\x4b\x2f\x71\x59\x6c\x46\x39\x72\x44\x32\x54\x76\x59\x57\ -\x4d\x31\x7a\x57\x37\x20\x31\x44\x62\x71\x38\x30\x58\x30\x51\x38\ -\x41\x30\x73\x45\x58\x4b\x57\x4d\x34\x4f\x4a\x70\x31\x4f\x72\x34\ -\x73\x45\x47\x7a\x34\x70\x71\x73\x50\x31\x4f\x4d\x4a\x58\x6f\x6f\ -\x48\x36\x68\x31\x50\x35\x37\x75\x46\x4f\x44\x37\x76\x41\x77\x6b\ -\x42\x67\x66\x70\x2f\x61\x44\x77\x45\x64\x67\x78\x34\x75\x41\x70\ -\x73\x6d\x20\x38\x33\x6c\x32\x49\x48\x30\x44\x37\x67\x7a\x6a\x51\ -\x54\x6d\x4b\x48\x55\x75\x72\x6d\x56\x57\x34\x4e\x79\x34\x4d\x42\ -\x44\x35\x63\x74\x70\x4e\x50\x71\x4f\x45\x59\x45\x61\x37\x52\x6e\ -\x65\x5a\x66\x51\x32\x6f\x6c\x52\x32\x63\x61\x57\x6c\x47\x4e\x50\ -\x79\x71\x4b\x62\x42\x44\x52\x4d\x51\x73\x6c\x46\x55\x35\x72\x20\ -\x44\x67\x53\x65\x62\x4d\x2f\x6e\x2f\x37\x59\x72\x7a\x7a\x73\x53\ -\x6e\x6b\x43\x30\x58\x4c\x41\x43\x72\x50\x6e\x51\x57\x49\x4c\x56\ -\x77\x6b\x42\x67\x66\x6c\x47\x30\x48\x52\x55\x58\x7a\x36\x4b\x6e\ -\x55\x59\x56\x33\x6f\x62\x72\x54\x64\x46\x64\x56\x39\x31\x69\x66\ -\x41\x70\x38\x57\x7a\x39\x50\x68\x77\x51\x6f\x52\x20\x76\x57\x34\ -\x69\x34\x30\x31\x6f\x68\x6c\x57\x4b\x6d\x6d\x6d\x47\x4b\x31\x62\ -\x62\x55\x76\x6e\x43\x62\x6c\x66\x51\x44\x71\x59\x35\x47\x76\x77\ -\x61\x4b\x70\x39\x56\x79\x32\x4b\x74\x71\x74\x6f\x6f\x74\x76\x6a\ -\x66\x34\x6e\x56\x4b\x6e\x71\x62\x77\x43\x4a\x68\x4c\x4f\x39\x4c\ -\x70\x63\x6e\x56\x61\x5a\x52\x6c\x42\x20\x4f\x77\x4b\x51\x64\x6b\ -\x33\x56\x45\x65\x4e\x64\x61\x72\x34\x63\x38\x4a\x5a\x34\x31\x64\ -\x65\x43\x44\x71\x34\x69\x4b\x4f\x49\x31\x69\x50\x43\x30\x54\x79\ -\x6f\x4f\x36\x45\x4c\x64\x57\x51\x53\x35\x52\x5a\x56\x50\x4a\x33\ -\x4f\x64\x65\x2b\x54\x58\x66\x6d\x2b\x68\x4b\x64\x52\x77\x6a\x4c\ -\x58\x36\x5a\x38\x6f\x58\x20\x65\x31\x2b\x56\x79\x68\x66\x4b\x61\ -\x62\x46\x47\x70\x62\x57\x31\x74\x62\x70\x76\x30\x36\x61\x51\x36\ -\x37\x70\x52\x44\x46\x45\x56\x69\x61\x46\x61\x48\x38\x6e\x6b\x50\ -\x76\x6e\x77\x4f\x44\x74\x56\x54\x52\x49\x53\x44\x66\x6a\x37\x58\ -\x53\x4d\x47\x30\x31\x4f\x31\x72\x53\x38\x77\x6b\x64\x58\x59\x68\ -\x4c\x76\x6d\x20\x78\x41\x4c\x31\x6c\x79\x73\x79\x72\x50\x4f\x77\ -\x77\x46\x6e\x4a\x66\x47\x47\x50\x64\x53\x43\x4a\x52\x43\x4a\x7a\ -\x71\x72\x44\x74\x65\x4f\x55\x6a\x59\x62\x77\x50\x78\x58\x71\x67\ -\x31\x71\x66\x53\x76\x4b\x4b\x43\x39\x71\x67\x63\x42\x38\x32\x66\ -\x50\x33\x4e\x62\x74\x66\x4e\x50\x64\x76\x52\x42\x48\x4b\x42\x6b\ -\x20\x55\x33\x73\x32\x65\x38\x6c\x4f\x7a\x47\x35\x47\x6d\x6f\x49\ -\x4e\x62\x2f\x57\x57\x34\x4c\x78\x69\x6c\x48\x4e\x37\x45\x66\x6d\ -\x56\x57\x50\x6c\x36\x52\x79\x36\x33\x63\x6e\x66\x63\x33\x4e\x36\ -\x4b\x31\x31\x2f\x51\x65\x61\x4a\x55\x77\x37\x6b\x54\x49\x6a\x78\ -\x39\x77\x4f\x7a\x35\x78\x34\x2b\x6d\x51\x51\x73\x45\x20\x41\x74\ -\x4f\x6e\x2b\x2b\x51\x47\x52\x4c\x38\x2b\x51\x76\x75\x7a\x76\x59\ -\x4a\x59\x59\x2f\x30\x70\x4b\x6c\x4b\x75\x6a\x76\x66\x61\x56\x4c\ -\x37\x77\x6f\x59\x6d\x4d\x4f\x65\x47\x41\x56\x52\x4a\x5a\x74\x6a\ -\x4e\x6b\x57\x61\x6c\x77\x66\x7a\x70\x66\x4f\x47\x57\x69\x34\x30\ -\x34\x47\x4c\x5a\x48\x67\x4a\x59\x70\x38\x20\x48\x63\x2f\x33\x2f\ -\x52\x49\x70\x36\x74\x50\x57\x6b\x52\x64\x52\x66\x69\x33\x49\x41\ -\x34\x69\x74\x62\x6b\x2f\x6e\x78\x74\x77\x64\x70\x37\x53\x54\x38\ -\x79\x67\x37\x61\x33\x64\x4b\x37\x42\x36\x70\x77\x31\x36\x4d\x78\ -\x4d\x4d\x4e\x52\x79\x6d\x63\x69\x71\x56\x56\x78\x64\x52\x42\x79\ -\x55\x39\x4c\x53\x53\x50\x36\x20\x4f\x46\x58\x75\x6e\x2f\x59\x56\ -\x54\x2f\x71\x70\x70\x4b\x57\x6c\x70\x61\x5a\x76\x79\x36\x61\x2f\ -\x41\x4b\x38\x73\x63\x33\x67\x39\x4c\x6b\x65\x4f\x4a\x68\x41\x46\ -\x61\x49\x6b\x45\x7a\x31\x47\x34\x44\x53\x69\x71\x63\x4b\x55\x61\ -\x2f\x59\x6c\x71\x64\x57\x47\x38\x51\x75\x6d\x70\x5a\x71\x54\x6d\ -\x47\x51\x62\x6e\x20\x6b\x49\x6b\x32\x56\x64\x32\x6c\x52\x71\x71\ -\x78\x67\x50\x38\x57\x68\x61\x46\x64\x5a\x31\x57\x74\x4c\x45\x35\ -\x33\x64\x54\x32\x2f\x4b\x32\x50\x76\x43\x74\x36\x4f\x6f\x61\x39\ -\x64\x6b\x4b\x66\x62\x30\x74\x6b\x7a\x41\x41\x61\x56\x37\x4b\x42\ -\x77\x66\x30\x63\x36\x4f\x36\x36\x67\x47\x67\x6b\x30\x66\x45\x37\ -\x51\x20\x79\x38\x73\x63\x63\x6b\x58\x74\x6d\x30\x5a\x72\x5a\x72\ -\x6d\x66\x2f\x59\x78\x63\x2b\x6f\x55\x4b\x2b\x70\x5a\x6b\x76\x72\ -\x74\x69\x58\x6e\x55\x77\x4c\x5a\x48\x51\x4f\x78\x58\x39\x44\x6a\ -\x74\x76\x43\x69\x6e\x65\x61\x6d\x49\x64\x30\x46\x6d\x37\x74\x66\ -\x66\x55\x58\x5a\x47\x4a\x37\x41\x71\x37\x30\x6a\x79\x6a\x20\x45\ -\x71\x4d\x32\x6f\x61\x69\x49\x38\x50\x31\x79\x6a\x34\x72\x52\x50\ -\x61\x72\x39\x65\x4c\x5a\x51\x36\x42\x46\x76\x71\x66\x4a\x63\x4e\ -\x42\x70\x74\x62\x41\x36\x48\x62\x6d\x64\x51\x67\x6c\x4f\x55\x63\ -\x54\x64\x49\x53\x4f\x65\x37\x76\x69\x33\x77\x70\x7a\x4b\x48\x48\ -\x42\x58\x7a\x36\x31\x43\x6f\x62\x6d\x68\x6a\x20\x31\x76\x33\x73\ -\x5a\x34\x42\x49\x6f\x2f\x2b\x69\x45\x59\x49\x56\x77\x43\x61\x72\ -\x54\x6d\x59\x38\x34\x37\x57\x6c\x73\x7a\x65\x35\x70\x75\x70\x77\ -\x53\x68\x73\x30\x69\x74\x77\x50\x38\x69\x6a\x43\x4b\x70\x44\x35\ -\x69\x6f\x37\x61\x37\x6f\x37\x4b\x44\x55\x39\x33\x43\x63\x58\x38\ -\x64\x37\x6e\x48\x6a\x62\x42\x4c\x20\x46\x54\x47\x37\x33\x4b\x6f\ -\x2b\x47\x76\x41\x2f\x7a\x6e\x44\x76\x6e\x69\x49\x75\x43\x38\x63\ -\x79\x76\x52\x30\x50\x6b\x55\x68\x6b\x6a\x72\x48\x62\x46\x37\x71\ -\x75\x71\x52\x36\x72\x53\x44\x55\x65\x43\x66\x31\x46\x34\x41\x54\ -\x67\x48\x6f\x48\x6e\x46\x50\x35\x62\x56\x44\x34\x32\x74\x48\x52\ -\x6e\x4c\x49\x7a\x55\x20\x67\x4c\x58\x45\x69\x31\x76\x36\x37\x4e\ -\x46\x54\x30\x59\x68\x6a\x50\x2f\x73\x2b\x70\x55\x54\x37\x37\x2f\ -\x43\x61\x66\x70\x53\x6a\x42\x39\x58\x33\x70\x44\x71\x37\x78\x32\ -\x7a\x76\x44\x52\x43\x50\x42\x46\x38\x6e\x38\x41\x42\x77\x51\x33\ -\x73\x36\x4e\x32\x59\x64\x35\x4a\x49\x6c\x56\x4b\x33\x70\x39\x50\ -\x39\x44\x20\x76\x5a\x54\x4f\x34\x36\x6f\x38\x6f\x5a\x62\x48\x4d\ -\x34\x58\x43\x38\x2b\x7a\x69\x70\x74\x6e\x49\x39\x73\x37\x79\x61\ -\x43\x72\x66\x4e\x61\x77\x62\x2b\x48\x6a\x59\x35\x59\x41\x56\x43\ -\x54\x61\x63\x57\x32\x37\x72\x58\x34\x53\x66\x4a\x48\x4f\x46\x53\ -\x6c\x30\x79\x52\x6d\x54\x4a\x45\x71\x6f\x4b\x42\x66\x38\x69\x20\ -\x78\x33\x4b\x6f\x6f\x4b\x39\x51\x7a\x47\x47\x67\x72\x32\x44\x48\ -\x48\x33\x74\x4d\x42\x61\x45\x41\x7a\x5a\x48\x51\x67\x34\x68\x32\ -\x43\x31\x7a\x5a\x6c\x73\x6f\x39\x33\x68\x4b\x4a\x74\x4c\x61\x6c\ -\x30\x38\x38\x7a\x6a\x6b\x52\x35\x71\x64\x62\x72\x43\x70\x43\x52\ -\x48\x52\x75\x45\x35\x2f\x72\x55\x65\x57\x32\x2b\x20\x7a\x4e\x62\ -\x2b\x66\x76\x59\x44\x45\x41\x77\x47\x51\x7a\x35\x31\x37\x79\x72\ -\x35\x69\x70\x56\x44\x52\x62\x6b\x30\x32\x56\x6e\x34\x4a\x75\x50\ -\x34\x66\x44\x5a\x48\x67\x72\x38\x48\x54\x72\x66\x6f\x47\x78\x50\ -\x70\x66\x4c\x6c\x56\x77\x44\x43\x69\x67\x66\x72\x50\x67\x4a\x54\ -\x4c\x76\x57\x34\x41\x6e\x68\x62\x6b\x20\x4d\x62\x55\x38\x34\x66\ -\x70\x38\x54\x34\x35\x33\x4a\x7a\x77\x61\x38\x4e\x2b\x45\x5a\x35\ -\x32\x39\x45\x78\x62\x65\x6e\x4d\x6b\x58\x37\x68\x72\x50\x57\x45\ -\x50\x5a\x35\x59\x41\x46\x2b\x4b\x49\x42\x66\x30\x6d\x5a\x76\x52\ -\x4f\x39\x50\x70\x79\x57\x39\x6e\x79\x2b\x34\x6c\x51\x33\x47\x41\ -\x79\x47\x66\x4b\x35\x37\x20\x71\x42\x6f\x4f\x45\x2f\x52\x51\x50\ -\x4c\x66\x49\x67\x34\x48\x52\x76\x4d\x62\x76\x53\x65\x55\x4c\x6f\ -\x39\x5a\x38\x4e\x59\x56\x43\x78\x78\x6a\x44\x59\x34\x41\x78\x52\ -\x6f\x38\x63\x72\x79\x31\x73\x49\x42\x43\x59\x58\x34\x56\x37\x4b\ -\x7a\x73\x73\x5a\x6f\x65\x68\x63\x4f\x66\x57\x50\x76\x76\x4f\x2f\ -\x62\x4f\x72\x20\x2f\x59\x79\x47\x33\x2b\x38\x2f\x6f\x4e\x59\x6e\ -\x4e\x35\x54\x7a\x61\x78\x39\x41\x75\x4b\x6c\x71\x32\x73\x77\x50\ -\x6a\x4c\x56\x7a\x54\x30\x75\x6b\x34\x52\x44\x46\x57\x51\x71\x6b\ -\x74\x78\x62\x31\x30\x48\x77\x2b\x76\x36\x58\x53\x2b\x64\x35\x4f\ -\x70\x65\x39\x46\x52\x72\x41\x78\x47\x6f\x49\x43\x4c\x79\x72\x36\ -\x20\x4a\x43\x71\x50\x71\x2b\x57\x78\x54\x4b\x48\x77\x41\x69\x4e\ -\x55\x65\x6f\x52\x43\x64\x51\x73\x63\x61\x35\x35\x6e\x75\x4d\x62\ -\x7a\x2b\x56\x53\x2b\x73\x4a\x68\x64\x33\x46\x47\x66\x6a\x49\x42\ -\x46\x4c\x46\x6a\x2f\x59\x56\x55\x70\x59\x2b\x4b\x33\x77\x30\x65\ -\x71\x5a\x65\x37\x63\x41\x2f\x75\x6d\x2b\x56\x72\x56\x20\x79\x71\ -\x45\x69\x65\x68\x67\x69\x69\x31\x45\x4f\x6f\x34\x79\x6f\x62\x4b\ -\x77\x6f\x6e\x4a\x6e\x4f\x46\x38\x6f\x31\x6b\x4e\x69\x4a\x70\x6b\ -\x6a\x6b\x44\x59\x37\x59\x79\x44\x61\x58\x6d\x38\x64\x54\x61\x42\ -\x6b\x4b\x2b\x51\x39\x31\x6c\x4e\x2b\x68\x78\x45\x65\x36\x42\x55\ -\x48\x2b\x4e\x35\x6e\x76\x2b\x6a\x4c\x2f\x20\x6e\x74\x4b\x47\x2f\ -\x55\x77\x4d\x69\x51\x62\x39\x58\x30\x4f\x35\x68\x4a\x47\x2f\x67\ -\x34\x2f\x37\x58\x4d\x34\x61\x71\x35\x74\x76\x63\x79\x52\x34\x44\ -\x66\x43\x47\x32\x71\x32\x39\x68\x34\x2b\x57\x75\x34\x6f\x46\x2f\ -\x4c\x63\x71\x76\x47\x32\x63\x39\x7a\x79\x59\x54\x63\x43\x54\x49\ -\x49\x38\x6a\x50\x46\x6e\x6c\x20\x38\x6c\x53\x2f\x6e\x31\x55\x6b\ -\x55\x48\x2b\x39\x49\x4d\x4f\x57\x70\x69\x4a\x79\x59\x54\x4c\x58\ -\x64\x66\x30\x75\x50\x4b\x63\x33\x7a\x71\x34\x4f\x41\x41\x50\x6d\ -\x66\x69\x2f\x69\x57\x58\x63\x4d\x5a\x6a\x76\x4b\x67\x77\x69\x74\ -\x37\x47\x77\x63\x4e\x31\x6b\x6b\x58\x46\x50\x56\x4f\x68\x56\x6d\ -\x5a\x4c\x46\x41\x20\x2f\x56\x6d\x4b\x33\x4d\x6a\x49\x76\x30\x4b\ -\x62\x55\x58\x31\x33\x71\x72\x4e\x37\x44\x4c\x62\x47\x2b\x39\x6e\ -\x50\x63\x4b\x4b\x4e\x39\x65\x38\x6f\x39\x65\x6b\x62\x53\x63\x57\ -\x66\x4e\x6b\x62\x50\x47\x45\x76\x66\x7a\x2b\x5a\x6d\x66\x37\x33\ -\x32\x4f\x51\x73\x37\x30\x76\x6d\x4b\x6f\x75\x69\x52\x58\x44\x38\ -\x6e\x20\x67\x62\x54\x41\x30\x6c\x4c\x6e\x70\x79\x47\x7a\x4b\x31\ -\x6d\x5a\x79\x6e\x65\x31\x4d\x67\x6e\x69\x31\x55\x6e\x5a\x4a\x56\ -\x69\x31\x61\x70\x55\x37\x5a\x2b\x62\x4d\x6a\x51\x7a\x76\x6f\x75\ -\x78\x44\x57\x4d\x41\x49\x6a\x52\x4d\x6e\x67\x54\x6e\x47\x36\x72\ -\x51\x4e\x6d\x7a\x65\x50\x74\x61\x4a\x39\x4c\x45\x67\x30\x20\x57\ -\x50\x39\x46\x6b\x42\x38\x7a\x73\x76\x39\x55\x75\x33\x56\x35\x51\ -\x37\x71\x72\x2b\x35\x46\x4a\x66\x4e\x37\x39\x2f\x4a\x75\x78\x59\ -\x58\x50\x50\x73\x74\x6b\x48\x48\x76\x41\x51\x79\x4f\x6d\x55\x2f\ -\x32\x47\x63\x70\x53\x72\x76\x6d\x6a\x56\x7a\x78\x6e\x4d\x62\x4e\ -\x76\x56\x55\x46\x4e\x79\x75\x57\x39\x66\x54\x20\x73\x32\x37\x44\ -\x70\x6f\x70\x64\x6b\x77\x2b\x61\x50\x33\x39\x6d\x6e\x79\x50\x33\ -\x69\x75\x63\x78\x4e\x74\x6e\x4d\x77\x6d\x73\x67\x4d\x6b\x78\x35\ -\x49\x50\x43\x4a\x39\x5a\x74\x36\x4a\x71\x58\x5a\x38\x71\x52\x74\ -\x61\x36\x37\x66\x74\x50\x6d\x35\x32\x54\x4d\x50\x4f\x41\x39\x6b\ -\x61\x4c\x6e\x4f\x4c\x67\x2b\x74\x20\x36\x46\x4f\x43\x50\x49\x43\ -\x6e\x71\x4e\x37\x35\x44\x52\x47\x4f\x6d\x54\x56\x7a\x2b\x6b\x4d\ -\x62\x4e\x6d\x32\x70\x2b\x4d\x63\x61\x43\x33\x56\x31\x64\x54\x50\ -\x71\x5a\x73\x33\x34\x5a\x63\x6c\x56\x64\x61\x54\x5a\x35\x77\x4f\ -\x75\x71\x54\x6f\x6c\x32\x39\x6b\x35\x55\x6a\x66\x73\x2f\x65\x78\ -\x6e\x7a\x47\x7a\x59\x20\x31\x4a\x4f\x64\x4e\x33\x50\x57\x62\x53\ -\x57\x2f\x73\x48\x4c\x74\x78\x36\x6f\x46\x7a\x70\x73\x7a\x59\x30\ -\x62\x66\x2b\x73\x30\x39\x75\x31\x54\x58\x4f\x47\x50\x32\x7a\x4f\ -\x38\x4b\x6c\x48\x50\x33\x58\x41\x72\x36\x56\x6c\x55\x65\x46\x70\ -\x45\x38\x58\x6c\x77\x59\x71\x66\x2f\x6c\x75\x42\x42\x59\x6c\x73\ -\x77\x58\x20\x50\x73\x45\x6b\x70\x55\x77\x6d\x5a\x55\x6e\x59\x54\ -\x79\x7a\x67\x50\x31\x2f\x68\x56\x78\x4f\x38\x76\x41\x69\x73\x56\ -\x46\x68\x6d\x6c\x4b\x58\x57\x73\x4d\x79\x6e\x7a\x72\x4d\x64\x2b\ -\x66\x78\x41\x49\x49\x6f\x45\x2f\x56\x38\x58\x62\x39\x32\x2f\x45\ -\x77\x49\x76\x46\x55\x33\x56\x4b\x33\x5a\x6c\x61\x52\x68\x72\x20\ -\x61\x49\x69\x70\x30\x54\x75\x42\x77\x30\x59\x36\x52\x34\x55\x72\ -\x30\x72\x6e\x43\x5a\x39\x6b\x7a\x64\x56\x6e\x37\x65\x52\x6c\x54\ -\x56\x31\x63\x33\x59\x33\x71\x56\x75\x52\x45\x59\x55\x56\x51\x70\ -\x63\x4f\x74\x57\x6c\x2f\x63\x56\x43\x6f\x56\x78\x36\x77\x68\x4c\ -\x48\x6d\x2b\x50\x4d\x44\x77\x49\x6c\x62\x58\x2f\x20\x44\x67\x51\ -\x43\x30\x78\x33\x56\x4a\x53\x4a\x36\x6e\x4b\x43\x76\x78\x4f\x74\ -\x75\x4e\x47\x6f\x2f\x78\x7a\x4c\x33\x50\x4b\x6d\x6c\x65\x70\x4d\ -\x61\x73\x41\x41\x54\x43\x2f\x69\x66\x55\x57\x2b\x6e\x72\x78\x4c\ -\x64\x77\x4c\x4f\x6f\x50\x43\x75\x47\x5a\x61\x72\x6d\x32\x61\x72\ -\x70\x30\x35\x65\x50\x74\x69\x73\x53\x20\x69\x38\x56\x71\x74\x58\ -\x66\x72\x76\x78\x6a\x6d\x65\x41\x6f\x6f\x33\x30\x39\x31\x46\x6b\ -\x5a\x30\x76\x61\x78\x45\x4e\x4e\x6a\x77\x57\x6c\x52\x76\x5a\x58\ -\x67\x78\x64\x7a\x2f\x62\x52\x4f\x54\x44\x79\x56\x7a\x58\x4c\x79\ -\x59\x79\x2f\x6e\x37\x32\x4d\x30\x5a\x4d\x4a\x4f\x43\x2f\x54\x4f\ -\x44\x7a\x46\x63\x35\x5a\x20\x4b\x6c\x62\x4f\x53\x6e\x5a\x31\x4a\ -\x63\x63\x36\x36\x45\x48\x7a\x35\x38\x2f\x63\x56\x75\x4d\x38\x55\ -\x33\x37\x7a\x53\x4c\x36\x54\x79\x6e\x64\x39\x64\x69\x7a\x6a\x4e\ -\x44\x55\x32\x52\x6c\x58\x73\x63\x58\x67\x2b\x57\x36\x38\x45\x6a\ -\x71\x54\x43\x62\x72\x34\x49\x54\x79\x64\x7a\x68\x56\x63\x79\x69\ -\x52\x74\x53\x20\x6b\x78\x32\x77\x2b\x70\x50\x56\x2f\x59\x6e\x6f\ -\x58\x70\x44\x6c\x6f\x69\x78\x54\x59\x35\x39\x56\x35\x56\x6d\x6e\ -\x79\x4c\x4f\x4a\x37\x6f\x6e\x58\x6c\x55\x57\x44\x39\x61\x39\x43\ -\x35\x61\x38\x4d\x58\x38\x34\x71\x56\x6b\x35\x50\x64\x58\x55\x4e\ -\x61\x30\x56\x57\x63\x62\x78\x41\x77\x38\x64\x41\x72\x32\x42\x6b\ -\x20\x71\x35\x32\x63\x4d\x66\x4b\x57\x52\x4c\x62\x72\x71\x59\x6e\ -\x63\x37\x33\x37\x32\x4d\x31\x34\x69\x6a\x66\x58\x76\x45\x70\x46\ -\x72\x47\x54\x6d\x48\x75\x6b\x62\x68\x2f\x48\x53\x2b\x4d\x4b\x79\ -\x44\x63\x74\x6e\x78\x52\x74\x69\x35\x41\x39\x72\x37\x63\x41\x34\ -\x62\x54\x51\x59\x78\x45\x70\x35\x72\x53\x2b\x38\x52\x20\x43\x4b\ -\x2f\x43\x63\x69\x77\x69\x72\x32\x4b\x51\x4f\x34\x65\x6f\x6e\x70\ -\x72\x73\x37\x50\x37\x6a\x52\x4d\x59\x65\x69\x55\x6b\x50\x57\x49\ -\x42\x45\x47\x2b\x76\x50\x56\x6a\x55\x72\x30\x6c\x31\x64\x4b\x35\ -\x69\x43\x35\x56\x4d\x73\x36\x4c\x39\x43\x6c\x59\x76\x4b\x48\x4f\ -\x71\x6d\x79\x6a\x30\x38\x6c\x56\x72\x64\x20\x4f\x64\x6f\x59\x70\ -\x55\x4c\x55\x48\x77\x4b\x56\x58\x42\x30\x66\x70\x38\x70\x39\x36\ -\x31\x6a\x47\x32\x38\x39\x2b\x4a\x70\x4e\x6f\x6f\x50\x34\x34\x6b\ -\x4e\x38\x77\x73\x6a\x4c\x65\x56\x65\x54\x53\x64\x4c\x37\x72\x57\ -\x31\x53\x59\x77\x56\x52\x6f\x7a\x4f\x71\x4b\x6c\x64\x63\x6c\x75\ -\x37\x72\x2b\x4d\x68\x6e\x33\x20\x32\x30\x39\x7a\x49\x42\x44\x75\ -\x45\x33\x73\x73\x53\x6a\x79\x64\x37\x79\x70\x58\x65\x37\x74\x4c\ -\x54\x45\x58\x41\x6d\x6e\x4c\x38\x66\x76\x38\x42\x74\x51\x35\x4c\ -\x38\x62\x72\x2b\x44\x75\x57\x68\x56\x4c\x37\x77\x52\x69\x70\x59\ -\x47\x44\x66\x56\x31\x2f\x75\x74\x54\x2b\x34\x41\x6a\x71\x76\x77\ -\x4e\x44\x2b\x76\x20\x6d\x6a\x37\x7a\x49\x32\x4d\x56\x37\x2b\x31\ -\x6e\x50\x35\x4e\x4e\x53\x65\x44\x35\x4f\x37\x78\x2b\x6b\x75\x55\ -\x52\x75\x62\x31\x32\x65\x2f\x48\x43\x2f\x6d\x61\x33\x67\x79\x6e\ -\x5a\x6d\x53\x2b\x6c\x72\x4e\x5a\x52\x76\x35\x33\x4b\x64\x77\x2b\ -\x7a\x68\x39\x72\x62\x32\x65\x56\x64\x67\x44\x31\x42\x6f\x56\x44\ -\x6f\x20\x4d\x55\x62\x65\x44\x70\x54\x7a\x44\x54\x6f\x35\x45\x71\ -\x69\x2f\x64\x4b\x52\x72\x77\x34\x32\x4e\x52\x31\x6b\x66\x66\x32\ -\x66\x6b\x59\x46\x56\x55\x2b\x47\x51\x71\x58\x33\x6a\x66\x2f\x6d\ -\x43\x31\x6e\x7a\x31\x4a\x4e\x72\x73\x6d\x4a\x39\x58\x54\x58\x6f\ -\x4e\x77\x30\x34\x67\x6e\x71\x62\x35\x31\x57\x37\x58\x7a\x20\x5a\ -\x46\x4d\x67\x63\x4e\x43\x51\x49\x30\x35\x52\x33\x42\x73\x70\x4c\ -\x38\x78\x65\x4f\x6d\x4e\x4f\x33\x52\x63\x6d\x38\x31\x35\x33\x46\ -\x2f\x76\x6b\x44\x4b\x75\x66\x61\x4c\x44\x2b\x30\x36\x68\x38\x74\ -\x38\x77\x68\x74\x58\x44\x57\x30\x4c\x71\x6c\x61\x4d\x44\x2f\x64\ -\x75\x41\x36\x52\x68\x62\x71\x72\x55\x62\x6b\x20\x33\x46\x53\x75\ -\x36\x38\x2b\x54\x66\x61\x39\x37\x4b\x55\x36\x73\x72\x71\x36\x75\ -\x57\x47\x50\x71\x48\x4b\x55\x4f\x70\x55\x47\x56\x4f\x6f\x48\x35\ -\x43\x41\x30\x79\x30\x42\x4e\x51\x61\x33\x56\x48\x78\x35\x6b\x5a\ -\x65\x50\x30\x43\x79\x37\x6c\x6c\x56\x6d\x4c\x64\x6f\x50\x2b\x2f\ -\x46\x63\x38\x47\x5a\x61\x75\x69\x20\x50\x59\x4b\x73\x42\x64\x59\ -\x71\x64\x42\x75\x6c\x6f\x4f\x67\x71\x6a\x48\x54\x61\x49\x74\x33\ -\x56\x30\x4e\x31\x65\x4b\x4b\x7a\x69\x33\x37\x79\x53\x6f\x50\x52\ -\x5a\x76\x35\x79\x52\x63\x36\x30\x62\x42\x58\x31\x50\x76\x30\x56\ -\x4e\x68\x55\x4c\x39\x62\x64\x62\x6c\x36\x45\x79\x68\x38\x4e\x79\ -\x55\x33\x65\x77\x55\x20\x73\x6b\x38\x48\x4c\x44\x77\x4c\x31\x72\ -\x75\x42\x30\x38\x73\x63\x32\x36\x42\x57\x58\x70\x33\x75\x36\x6c\ -\x6f\x4f\x4f\x4e\x46\x41\x2f\x54\x64\x41\x4b\x75\x32\x47\x6a\x48\ -\x76\x33\x5a\x57\x38\x6e\x46\x70\x73\x39\x32\x39\x30\x2b\x72\x63\ -\x55\x52\x32\x36\x79\x69\x49\x55\x48\x43\x69\x6f\x54\x56\x61\x6b\ -\x69\x45\x20\x4d\x4a\x36\x58\x30\x72\x34\x77\x79\x79\x37\x69\x74\ -\x61\x35\x61\x68\x57\x68\x4f\x72\x61\x52\x46\x74\x41\x32\x6c\x77\ -\x78\x6a\x61\x4e\x2f\x64\x71\x2b\x37\x39\x44\x48\x57\x63\x73\x31\ -\x48\x43\x53\x57\x72\x30\x46\x54\x79\x4e\x56\x44\x6b\x58\x35\x75\ -\x68\x68\x2b\x72\x38\x70\x66\x4b\x47\x63\x34\x4b\x66\x70\x66\x20\ -\x71\x56\x7a\x33\x6c\x44\x62\x58\x6d\x45\x72\x32\x39\x59\x42\x46\ -\x4d\x42\x69\x63\x35\x39\x4f\x2b\x5a\x38\x70\x5a\x7a\x67\x4a\x74\ -\x75\x4c\x77\x52\x52\x36\x34\x75\x64\x53\x73\x75\x6a\x2b\x70\x76\ 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-\x4c\x37\x75\x41\x42\x51\x4f\x56\x36\x51\x2b\x78\x59\x7a\x6d\x78\ -\x46\x66\x68\x41\x4b\x6c\x2b\x34\x65\x58\x66\x65\x52\x33\x4d\x67\ -\x45\x48\x61\x6c\x65\x4c\x70\x56\x4f\x56\x58\x67\x64\x59\x7a\x4e\ -\x6b\x6e\x59\x30\x2b\x6f\x43\x6c\x20\x77\x44\x4c\x51\x35\x30\x58\ -\x31\x4f\x53\x4e\x56\x7a\x37\x2b\x63\x50\x70\x51\x54\x49\x52\x4b\ -\x4a\x7a\x50\x47\x4a\x50\x64\x6c\x73\x4c\x7a\x37\x53\x37\x33\x34\ -\x5a\x44\x41\x62\x6e\x47\x57\x73\x50\x63\x59\x78\x37\x69\x4b\x71\ -\x30\x6f\x68\x79\x4b\x73\x41\x52\x50\x52\x37\x61\x72\x75\x4d\x42\ -\x54\x69\x50\x34\x42\x20\x65\x43\x43\x56\x36\x33\x36\x4b\x50\x66\ -\x42\x44\x4f\x4a\x52\x49\x30\x50\x38\x6d\x55\x57\x34\x45\x5a\x69\ -\x46\x79\x52\x69\x72\x58\x64\x63\x2b\x65\x76\x71\x66\x4a\x35\x47\ -\x55\x5a\x73\x47\x43\x48\x62\x62\x4e\x43\x52\x6e\x44\x4f\x53\x75\ -\x56\x33\x54\x34\x66\x63\x70\x6d\x44\x39\x4b\x31\x54\x4e\x32\x59\ -\x71\x65\x20\x78\x65\x67\x64\x6b\x63\x64\x43\x47\x2f\x43\x55\x4b\ -\x6b\x38\x5a\x77\x35\x4f\x2b\x61\x54\x50\x2f\x39\x54\x4b\x66\x4d\ -\x55\x32\x49\x65\x43\x69\x30\x41\x4b\x4d\x72\x51\x62\x76\x55\x30\ -\x57\x4d\x54\x69\x52\x48\x7a\x54\x79\x62\x53\x30\x48\x43\x77\x63\ -\x54\x68\x61\x6c\x57\x4e\x41\x6a\x38\x62\x37\x4f\x2b\x31\x71\x20\ -\x76\x6e\x43\x74\x6f\x6e\x63\x72\x63\x6f\x64\x54\x50\x65\x33\x2b\ -\x5a\x44\x4b\x35\x62\x52\x66\x48\x6d\x7a\x44\x68\x63\x48\x32\x7a\ -\x63\x63\x32\x70\x71\x58\x7a\x58\x6a\x2f\x62\x55\x50\x55\x77\x56\ -\x4c\x39\x75\x41\x42\x52\x41\x4e\x31\x76\x2b\x58\x72\x79\x67\x33\ -\x6a\x74\x55\x58\x65\x34\x4b\x59\x61\x4b\x44\x2b\x20\x57\x44\x42\ -\x76\x51\x66\x54\x73\x43\x76\x37\x76\x59\x32\x47\x4c\x77\x71\x4d\ -\x47\x65\x56\x77\x4e\x54\x78\x58\x56\x65\x54\x4b\x58\x79\x36\x32\ -\x5a\x74\x44\x74\x39\x6d\x64\x4d\x63\x44\x6c\x32\x6c\x6f\x71\x63\ -\x42\x61\x7a\x76\x53\x75\x56\x63\x78\x78\x68\x6c\x50\x53\x30\x74\ -\x4c\x54\x58\x48\x72\x70\x69\x4f\x73\x20\x63\x6f\x78\x34\x4c\x65\ -\x74\x4f\x59\x75\x53\x69\x34\x37\x47\x77\x43\x66\x67\x39\x71\x72\ -\x66\x33\x69\x65\x38\x50\x45\x33\x56\x44\x32\x4d\x39\x77\x58\x74\ -\x59\x42\x61\x79\x71\x4a\x4e\x44\x59\x75\x45\x64\x48\x7a\x46\x54\ -\x31\x50\x49\x44\x7a\x42\x59\x58\x6f\x46\x66\x52\x4c\x4d\x51\x36\ -\x4c\x79\x30\x50\x53\x35\x20\x63\x35\x39\x59\x76\x6e\x78\x35\x75\ -\x66\x72\x49\x50\x55\x49\x30\x47\x6d\x30\x55\x36\x5a\x74\x6c\x58\ -\x47\x63\x47\x34\x73\x34\x32\x79\x67\x47\x75\x79\x4d\x43\x75\x6e\ -\x61\x6a\x4f\x46\x44\x46\x6a\x53\x6e\x68\x62\x69\x78\x56\x59\x69\ -\x37\x48\x64\x72\x75\x67\x61\x70\x30\x39\x36\x69\x6a\x37\x66\x70\ -\x6e\x51\x36\x20\x76\x5a\x46\x4a\x58\x45\x71\x31\x74\x72\x5a\x57\ -\x62\x39\x32\x30\x2f\x6c\x35\x42\x62\x6d\x31\x50\x5a\x33\x38\x79\ -\x30\x58\x45\x69\x44\x51\x32\x48\x69\x4f\x45\x6b\x68\x4a\x4e\x52\ -\x50\x5a\x47\x4a\x69\x33\x43\x33\x49\x50\x49\x48\x55\x66\x31\x4e\ -\x54\x61\x39\x37\x7a\x37\x34\x6d\x6e\x64\x6a\x62\x32\x42\x2b\x77\ -\x20\x78\x6b\x45\x73\x45\x46\x67\x45\x39\x67\x4b\x46\x38\x30\x45\ -\x58\x54\x6d\x41\x49\x4b\x38\x49\x2f\x55\x42\x34\x53\x39\x4b\x48\ -\x74\x2b\x42\x37\x64\x57\x33\x35\x39\x6d\x79\x4f\x42\x56\x36\x4e\ -\x38\x55\x5a\x45\x35\x77\x46\x79\x38\x54\x59\x76\x4a\x79\x4c\x6d\ -\x4e\x68\x53\x4c\x6f\x61\x70\x44\x56\x43\x71\x75\x4e\x20\x79\x67\ -\x66\x62\x73\x39\x6d\x32\x69\x51\x36\x32\x4d\x42\x43\x59\x58\x2f\ -\x54\x4a\x6e\x52\x33\x70\x33\x47\x76\x59\x78\x61\x61\x67\x4a\x61\ -\x51\x70\x57\x48\x2b\x59\x61\x2b\x55\x6b\x49\x35\x79\x73\x63\x43\ -\x49\x54\x38\x30\x58\x66\x4a\x6e\x43\x33\x47\x72\x6b\x2b\x6c\x65\ -\x33\x36\x49\x33\x74\x42\x7a\x6d\x74\x66\x20\x59\x33\x2f\x41\x47\ -\x6f\x56\x34\x66\x4d\x36\x73\x34\x74\x62\x71\x38\x30\x52\x34\x4c\ -\x35\x35\x4e\x37\x48\x6a\x5a\x41\x74\x77\x50\x33\x46\x31\x6c\x35\ -\x65\x37\x2b\x68\x50\x42\x55\x30\x39\x72\x61\x57\x74\x33\x54\x73\ -\x79\x34\x75\x4c\x67\x75\x42\x68\x59\x4b\x30\x6f\x43\x7a\x41\x38\ -\x50\x32\x4f\x64\x47\x36\x59\x20\x67\x50\x41\x6b\x38\x4b\x58\x44\ -\x67\x56\x74\x42\x6a\x67\x50\x38\x49\x4c\x39\x44\x37\x51\x71\x51\ -\x5a\x6f\x52\x7a\x67\x43\x74\x45\x37\x49\x42\x72\x67\x46\x56\x7a\ -\x71\x73\x44\x58\x45\x43\x36\x75\x64\x72\x6e\x52\x36\x65\x33\x64\ -\x76\x6d\x6e\x61\x74\x43\x71\x66\x64\x58\x2b\x43\x63\x49\x35\x61\ -\x44\x71\x39\x79\x20\x6e\x45\x31\x39\x74\x76\x68\x61\x38\x54\x72\ -\x44\x58\x47\x47\x4d\x33\x71\x43\x57\x71\x43\x4a\x76\x41\x44\x36\ -\x4b\x38\x69\x44\x6f\x33\x78\x47\x70\x41\x6a\x36\x4f\x56\x31\x4c\ -\x79\x68\x4d\x41\x76\x32\x7a\x4f\x35\x36\x38\x75\x39\x72\x6e\x67\ -\x34\x63\x43\x45\x69\x46\x34\x41\x38\x62\x6c\x79\x39\x31\x6e\x56\ -\x34\x20\x72\x56\x70\x4a\x71\x2b\x4f\x73\x54\x4b\x56\x53\x41\x37\ -\x35\x6c\x38\x55\x6a\x6f\x49\x74\x44\x32\x63\x71\x39\x31\x56\x2b\ -\x6e\x66\x38\x54\x56\x77\x68\x73\x49\x5a\x56\x4e\x52\x41\x6a\x55\ -\x67\x65\x35\x46\x65\x75\x30\x56\x39\x6b\x73\x34\x56\x6c\x6b\x33\ -\x32\x50\x4c\x31\x66\x32\x42\x36\x7a\x79\x53\x43\x54\x6f\x20\x50\ -\x31\x6d\x55\x43\x34\x47\x33\x4d\x50\x37\x53\x6c\x30\x37\x67\x39\ -\x79\x72\x63\x5a\x61\x58\x71\x77\x61\x6c\x6f\x51\x7a\x61\x59\x52\ -\x63\x48\x67\x76\x46\x36\x48\x77\x31\x55\x35\x58\x49\x54\x44\x55\ -\x51\x37\x48\x73\x35\x45\x65\x75\x6c\x78\x62\x42\x76\x4a\x49\x52\ -\x79\x5a\x37\x45\x53\x50\x38\x75\x6a\x65\x48\x20\x41\x70\x39\x56\ -\x6b\x57\x2b\x68\x63\x6e\x70\x48\x4e\x6e\x74\x76\x4c\x42\x51\x36\ -\x30\x59\x67\x2b\x72\x50\x43\x46\x52\x43\x5a\x33\x57\x66\x39\x35\ -\x38\x56\x44\x6f\x37\x59\x6a\x2b\x45\x70\x56\x33\x64\x47\x53\x7a\ -\x41\x37\x75\x76\x38\x58\x44\x67\x6c\x79\x42\x76\x70\x36\x70\x6d\ -\x64\x6b\x64\x48\x78\x34\x5a\x34\x20\x4e\x48\x67\x36\x6c\x74\x38\ -\x44\x48\x2b\x33\x49\x35\x4b\x34\x70\x6e\x58\x4d\x42\x79\x4d\x32\ -\x67\x37\x2b\x76\x49\x35\x48\x2f\x75\x50\x52\x62\x63\x42\x6a\x7a\ -\x64\x6b\x63\x6d\x4e\x32\x4d\x71\x38\x4b\x52\x49\x38\x56\x2b\x41\ -\x57\x46\x66\x6b\x67\x71\x6b\x63\x62\x5a\x5a\x4f\x4b\x76\x67\x4f\ -\x6b\x58\x38\x4b\x79\x20\x51\x5a\x51\x58\x56\x46\x67\x4b\x76\x41\ -\x68\x79\x6d\x6a\x57\x2b\x38\x35\x4c\x4a\x35\x50\x72\x78\x76\x36\ -\x74\x6a\x4a\x78\x54\x79\x48\x2b\x71\x34\x6e\x49\x46\x77\x4a\x6e\ -\x41\x30\x34\x35\x65\x72\x2f\x41\x50\x6b\x65\x74\x66\x34\x62\x68\ -\x35\x76\x6c\x2b\x56\x2f\x4e\x36\x5a\x4b\x63\x4c\x64\x50\x45\x67\ -\x71\x46\x20\x35\x6a\x72\x61\x65\x79\x46\x71\x50\x6f\x53\x4f\x65\ -\x38\x6d\x58\x55\x4f\x48\x58\x6a\x73\x6a\x76\x45\x74\x6d\x75\x76\ -\x7a\x4d\x35\x53\x35\x46\x68\x74\x41\x53\x44\x49\x53\x74\x79\x44\ -\x4b\x4a\x48\x41\x59\x63\x44\x68\x2f\x56\x43\x45\x43\x33\x39\x2b\ -\x69\x68\x70\x76\x49\x54\x78\x65\x6c\x57\x35\x78\x44\x6a\x32\x20\ -\x65\x57\x76\x6c\x56\x49\x45\x76\x69\x76\x43\x64\x39\x6e\x54\x32\ -\x68\x6f\x70\x50\x59\x47\x51\x6a\x43\x6f\x69\x64\x42\x57\x43\x4d\ -\x64\x56\x46\x42\x56\x41\x65\x57\x68\x79\x33\x68\x63\x4c\x4f\x4b\ -\x7a\x74\x41\x4b\x55\x74\x4e\x69\x73\x56\x6a\x68\x53\x79\x75\x7a\ -\x41\x46\x52\x59\x44\x61\x57\x38\x30\x38\x62\x31\x20\x4e\x51\x67\ -\x62\x4b\x39\x32\x61\x6c\x41\x77\x62\x42\x64\x61\x42\x72\x6b\x4d\ -\x6b\x59\x49\x32\x63\x5a\x6c\x77\x39\x41\x70\x47\x54\x67\x61\x50\ -\x55\x49\x43\x6a\x76\x41\x71\x61\x44\x59\x6d\x7a\x66\x75\x71\x5a\ -\x49\x63\x49\x31\x41\x42\x37\x42\x63\x52\x5a\x64\x6a\x65\x56\x61\ -\x64\x36\x6d\x65\x54\x79\x57\x52\x58\x20\x78\x66\x64\x69\x6a\x4a\ -\x52\x6d\x53\x4d\x75\x41\x72\x35\x66\x4d\x49\x64\x2b\x45\x36\x46\ -\x74\x52\x65\x51\x4e\x6a\x2b\x34\x34\x74\x41\x56\x33\x69\x32\x4c\ -\x37\x76\x78\x41\x4c\x2b\x75\x79\x78\x36\x62\x54\x72\x66\x2f\x51\ -\x42\x37\x71\x5a\x68\x33\x54\x37\x49\x2f\x59\x41\x47\x78\x6b\x50\ -\x2b\x56\x75\x50\x4a\x52\x20\x74\x58\x31\x76\x41\x35\x6b\x32\x6a\ -\x73\x39\x4a\x4e\x33\x41\x72\x36\x4b\x39\x53\x2b\x65\x37\x48\x6d\ -\x65\x51\x50\x57\x43\x7a\x57\x45\x48\x4f\x73\x63\x36\x4a\x61\x6a\ -\x73\x41\x54\x51\x68\x35\x71\x68\x66\x71\x42\x70\x31\x47\x36\x45\ -\x54\x79\x4a\x67\x38\x68\x58\x72\x50\x48\x39\x4f\x4a\x6c\x4d\x64\ -\x6a\x57\x46\x20\x67\x76\x38\x55\x59\x56\x45\x69\x6d\x2f\x30\x5a\ -\x59\x4f\x4f\x52\x77\x48\x52\x55\x55\x43\x51\x77\x36\x70\x4f\x71\ -\x72\x76\x64\x43\x58\x79\x6d\x6f\x57\x4c\x4e\x52\x52\x45\x48\x6b\ -\x51\x50\x43\x43\x75\x73\x57\x75\x51\x45\x75\x65\x2b\x6d\x49\x48\ -\x66\x4d\x64\x6a\x73\x59\x59\x59\x4c\x69\x45\x41\x48\x2f\x62\x64\ -\x20\x38\x57\x69\x77\x44\x56\x65\x50\x52\x33\x61\x65\x79\x49\x74\ -\x49\x74\x61\x6f\x69\x49\x68\x61\x67\x62\x39\x32\x36\x41\x33\x45\ -\x45\x56\x43\x6f\x4b\x4d\x61\x32\x70\x75\x73\x5a\x6f\x33\x2f\x6d\ -\x71\x2b\x6e\x38\x47\x75\x56\x52\x39\x4e\x64\x39\x49\x64\x6e\x52\ -\x73\x41\x4a\x34\x42\x66\x68\x47\x50\x42\x50\x4e\x39\x20\x31\x72\ -\x77\x75\x6b\x38\x6b\x55\x34\x70\x48\x67\x2f\x77\x4b\x58\x43\x4e\ -\x79\x49\x55\x41\x51\x4f\x51\x54\x6c\x66\x56\x47\x6f\x52\x45\x4e\ -\x74\x48\x50\x42\x78\x4d\x71\x2f\x43\x77\x4b\x49\x38\x62\x6f\x30\ -\x2b\x47\x55\x76\x6c\x6c\x44\x2b\x2b\x69\x70\x58\x65\x70\x58\x38\ -\x46\x31\x77\x48\x55\x74\x44\x51\x31\x31\x20\x66\x59\x5a\x7a\x51\ -\x53\x2f\x41\x4d\x34\x77\x63\x62\x55\x56\x54\x6f\x2f\x41\x32\x51\ -\x64\x34\x57\x44\x66\x68\x66\x46\x4e\x45\x72\x65\x33\x72\x31\x78\ -\x6e\x33\x55\x52\x57\x52\x4b\x2b\x4c\x63\x4e\x57\x45\x75\x57\x55\ -\x4c\x57\x6d\x30\x33\x2b\x4f\x77\x71\x66\x56\x63\x68\x51\x79\x35\ -\x6c\x69\x7a\x47\x5a\x48\x66\x20\x69\x6e\x56\x76\x54\x6e\x61\x75\ -\x65\x6f\x44\x4a\x38\x36\x79\x58\x61\x4c\x52\x78\x6b\x58\x48\x6c\ -\x4f\x45\x52\x65\x49\x33\x41\x69\x4c\x6a\x47\x46\x55\x76\x7a\x67\ -\x47\x55\x48\x76\x74\x43\x6f\x72\x52\x48\x52\x70\x45\x64\x38\x2f\ -\x30\x70\x6e\x30\x75\x71\x5a\x49\x38\x47\x32\x69\x33\x49\x72\x71\ -\x68\x76\x34\x5a\x20\x67\x78\x68\x39\x48\x70\x55\x6a\x59\x72\x47\ -\x47\x53\x44\x4c\x5a\x6c\x58\x54\x46\x62\x58\x66\x55\x42\x36\x71\ -\x6a\x64\x74\x39\x32\x72\x61\x77\x77\x42\x68\x43\x5a\x44\x51\x69\ -\x69\x35\x77\x43\x49\x61\x42\x56\x41\x4e\x70\x74\x64\x31\x78\x77\ -\x4f\x33\x71\x4e\x77\x5a\x75\x6e\x57\x42\x6b\x71\x63\x78\x44\x70\ -\x48\x20\x41\x79\x63\x41\x6f\x48\x71\x46\x4e\x31\x50\x62\x2b\x54\ -\x76\x61\x48\x41\x71\x64\x70\x71\x72\x66\x41\x63\x42\x79\x52\x54\ -\x77\x63\x2b\x6b\x6f\x52\x4c\x65\x30\x38\x61\x73\x56\x79\x4b\x64\ -\x58\x74\x6a\x56\x69\x6a\x49\x73\x78\x54\x75\x45\x71\x4b\x76\x64\ -\x58\x4e\x30\x65\x42\x79\x56\x43\x39\x41\x5a\x62\x46\x43\x20\x58\ -\x62\x56\x33\x76\x31\x65\x69\x55\x6f\x38\x6f\x72\x74\x47\x76\x4a\ -\x35\x4e\x65\x53\x63\x32\x53\x4a\x55\x75\x71\x31\x71\x33\x71\x65\ -\x67\x4c\x30\x4c\x6c\x56\x78\x52\x4f\x51\x6b\x51\x64\x2b\x4e\x38\ -\x47\x36\x72\x51\x6a\x6f\x53\x33\x42\x71\x48\x66\x79\x49\x38\x4a\ -\x56\x61\x66\x4b\x68\x72\x33\x79\x56\x53\x71\x20\x6b\x42\x6a\x74\ -\x50\x52\x75\x4a\x55\x72\x37\x79\x52\x38\x43\x50\x59\x67\x30\x4e\ -\x4d\x55\x51\x76\x55\x4d\x50\x62\x55\x52\x61\x50\x34\x66\x4a\x46\ -\x71\x6e\x4c\x31\x39\x43\x72\x35\x52\x72\x54\x52\x2f\x7a\x50\x72\ -\x30\x78\x39\x6c\x4d\x74\x33\x74\x45\x37\x32\x58\x6c\x77\x76\x2f\ -\x64\x67\x45\x72\x45\x6f\x6e\x4d\x20\x6f\x64\x6a\x37\x6f\x64\x57\ -\x64\x39\x75\x4e\x34\x64\x57\x68\x6a\x77\x59\x4c\x63\x4c\x2b\x6a\ -\x31\x52\x56\x4e\x31\x31\x32\x54\x6b\x70\x45\x34\x43\x58\x7a\x59\ -\x59\x50\x46\x70\x46\x58\x36\x50\x49\x43\x61\x58\x4f\x49\x33\x4d\ -\x48\x66\x6f\x4f\x56\x68\x31\x53\x34\x55\x5a\x53\x44\x45\x63\x36\ -\x78\x4c\x68\x39\x4a\x20\x35\x76\x4a\x50\x44\x42\x33\x48\x71\x48\ -\x6c\x42\x76\x64\x58\x6e\x77\x42\x4a\x57\x56\x5a\x34\x58\x77\x42\ -\x52\x39\x68\x77\x51\x43\x67\x57\x34\x70\x69\x68\x38\x44\x4b\x4b\ -\x4d\x75\x63\x35\x4f\x35\x33\x44\x4e\x4e\x34\x65\x41\x4e\x6f\x6e\ -\x77\x6f\x48\x67\x6d\x65\x56\x38\x71\x48\x6f\x57\x72\x36\x6c\x34\ -\x53\x36\x20\x31\x64\x55\x4c\x61\x6f\x33\x63\x4c\x63\x4c\x30\x39\ -\x6b\x78\x2b\x6f\x4f\x64\x63\x49\x70\x32\x37\x72\x53\x6b\x63\x76\ -\x46\x54\x67\x4d\x73\x57\x63\x61\x4b\x54\x59\x67\x35\x57\x54\x56\ -\x65\x52\x62\x2f\x65\x65\x30\x5a\x37\x50\x33\x78\x63\x50\x42\x2b\ -\x34\x41\x7a\x51\x4a\x39\x43\x71\x41\x47\x61\x53\x38\x47\x74\x20\ -\x34\x6f\x61\x45\x54\x38\x32\x58\x56\x56\x67\x6f\x63\x4b\x4f\x71\ -\x39\x46\x71\x30\x58\x70\x51\x69\x49\x68\x39\x41\x63\x49\x47\x30\ -\x56\x58\x6b\x47\x41\x4e\x46\x46\x51\x46\x38\x73\x6d\x57\x39\x4c\ -\x67\x74\x50\x63\x37\x4a\x2b\x33\x72\x72\x73\x37\x49\x6f\x5a\x4e\ -\x71\x6a\x49\x37\x6b\x63\x6c\x64\x48\x49\x73\x31\x20\x78\x49\x78\ -\x31\x45\x6f\x72\x63\x61\x56\x52\x2f\x70\x34\x61\x6a\x55\x66\x34\ -\x44\x35\x57\x49\x56\x77\x56\x45\x66\x38\x55\x69\x77\x44\x66\x52\ -\x32\x45\x62\x6e\x66\x6c\x61\x72\x48\x4a\x69\x6f\x49\x4c\x52\x6c\ -\x44\x66\x67\x50\x34\x52\x69\x6a\x6b\x50\x39\x52\x6e\x65\x59\x66\ -\x43\x75\x78\x6c\x64\x37\x7a\x55\x4c\x20\x34\x57\x4c\x6a\x79\x6b\ -\x58\x52\x67\x50\x39\x65\x52\x61\x2f\x38\x64\x31\x34\x75\x37\x67\ -\x74\x75\x6b\x35\x4e\x47\x4d\x42\x69\x63\x4a\x38\x58\x74\x4b\x55\ -\x47\x2f\x4f\x59\x4c\x68\x33\x31\x43\x36\x56\x50\x67\x47\x4c\x69\ -\x32\x70\x66\x4e\x64\x70\x79\x58\x7a\x68\x6c\x73\x6b\x49\x56\x76\ -\x46\x49\x38\x46\x50\x70\x20\x63\x48\x43\x39\x4e\x54\x79\x6d\x49\ -\x70\x65\x72\x63\x4b\x77\x69\x66\x30\x57\x34\x47\x4f\x52\x58\x41\ -\x4f\x4a\x77\x57\x53\x4b\x54\x2b\x35\x49\x67\x4e\x77\x4d\x59\x52\ -\x33\x59\x71\x36\x49\x36\x48\x51\x67\x75\x61\x49\x73\x46\x7a\x46\ -\x58\x73\x68\x41\x4d\x4a\x42\x41\x4d\x33\x4e\x2f\x6e\x6f\x52\x58\ -\x75\x30\x39\x20\x70\x6a\x66\x58\x4f\x72\x4c\x5a\x47\x42\x34\x76\ -\x6e\x62\x4e\x67\x4c\x50\x65\x58\x79\x4f\x54\x65\x71\x38\x71\x58\ -\x55\x45\x30\x41\x64\x77\x43\x39\x69\x68\x33\x77\x42\x73\x2f\x6e\ -\x38\x31\x75\x32\x57\x54\x31\x44\x59\x58\x4d\x38\x45\x76\x7a\x38\ -\x6b\x47\x75\x2f\x72\x73\x4a\x35\x69\x55\x7a\x6d\x6b\x66\x5a\x30\ -\x20\x35\x7a\x38\x55\x6b\x78\x73\x79\x76\x46\x4a\x56\x38\x79\x37\ -\x67\x44\x39\x61\x70\x66\x6e\x39\x48\x4f\x6e\x63\x4f\x56\x72\x34\ -\x47\x49\x4a\x61\x4b\x49\x6c\x6d\x46\x74\x51\x4b\x2f\x61\x55\x2f\ -\x6e\x33\x74\x32\x52\x79\x58\x37\x41\x36\x58\x4f\x76\x52\x44\x67\ -\x47\x32\x46\x54\x74\x34\x75\x39\x49\x35\x35\x6f\x53\x20\x6d\x63\ -\x77\x6a\x72\x58\x56\x31\x4d\x78\x51\x57\x43\x62\x51\x39\x44\x4d\ -\x58\x6d\x55\x4b\x68\x4a\x2b\x33\x77\x46\x78\x44\x36\x74\x79\x6f\ -\x6d\x4b\x4e\x41\x45\x34\x36\x6a\x73\x43\x77\x4d\x43\x44\x37\x5a\ -\x6e\x63\x39\x52\x32\x70\x33\x4d\x63\x45\x66\x51\x42\x41\x52\x54\ -\x38\x41\x38\x6c\x57\x46\x54\x53\x44\x2f\x20\x72\x63\x71\x44\x78\ -\x76\x5a\x31\x78\x32\x4c\x42\x59\x38\x66\x79\x48\x6c\x59\x69\x6d\ -\x79\x30\x73\x53\x2b\x59\x4c\x6e\x35\x2f\x66\x57\x49\x69\x69\x65\ -\x6f\x37\x41\x6e\x78\x67\x39\x35\x32\x6d\x41\x4e\x77\x6c\x79\x66\ -\x7a\x54\x67\x58\x31\x35\x58\x56\x37\x65\x37\x4a\x43\x64\x37\x46\ -\x66\x39\x57\x4d\x36\x78\x63\x20\x4c\x72\x63\x6d\x47\x6d\x7a\x34\ -\x45\x36\x70\x76\x71\x58\x43\x61\x43\x6a\x78\x67\x52\x58\x35\x53\ -\x31\x39\x42\x31\x35\x31\x52\x55\x75\x57\x38\x72\x36\x6b\x39\x71\ -\x6a\x63\x51\x45\x61\x56\x64\x34\x4f\x4a\x48\x4e\x4c\x67\x66\x73\ -\x6f\x6d\x42\x77\x58\x70\x38\x68\x71\x49\x43\x31\x48\x41\x73\x38\ -\x56\x48\x53\x63\x20\x4a\x78\x78\x62\x42\x4f\x7a\x52\x41\x50\x46\ -\x77\x34\x48\x32\x6f\x66\x41\x50\x52\x2b\x6b\x47\x72\x57\x4e\x75\ -\x2f\x7a\x47\x68\x76\x4c\x36\x79\x4a\x68\x34\x4d\x46\x41\x49\x47\ -\x38\x43\x6c\x39\x57\x79\x49\x76\x71\x78\x30\x43\x4f\x62\x32\x6c\ -\x70\x71\x52\x6c\x44\x61\x59\x38\x6d\x73\x74\x6d\x62\x77\x47\x74\ -\x2b\x20\x30\x42\x51\x4f\x72\x68\x5a\x6b\x70\x79\x39\x49\x50\x70\ -\x2f\x66\x45\x67\x67\x45\x33\x6c\x7a\x72\x79\x4a\x33\x78\x63\x48\ -\x42\x62\x52\x79\x62\x33\x2f\x66\x35\x6a\x69\x58\x54\x75\x31\x76\ -\x37\x2f\x4c\x36\x71\x64\x4b\x6a\x73\x33\x43\x2b\x6e\x77\x38\x6b\ 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-\x65\x63\x37\x2b\x38\x63\x36\x6b\x61\x54\x4a\x70\x6b\x33\x53\x53\ -\x4a\x70\x50\x35\x66\x6a\x37\x39\x4e\x48\x6e\x65\x20\x64\x35\x37\ -\x33\x76\x4d\x6e\x6b\x7a\x48\x6d\x66\x35\x35\x7a\x66\x41\x54\x4d\ -\x34\x75\x48\x33\x43\x70\x55\x4e\x47\x35\x52\x69\x46\x6e\x35\x65\ -\x37\x6a\x35\x30\x46\x2f\x52\x43\x75\x4b\x73\x4c\x49\x78\x72\x59\ -\x41\x64\x4b\x52\x53\x2f\x36\x4d\x46\x66\x5a\x4f\x49\x48\x62\x4d\ -\x52\x72\x54\x4e\x76\x78\x37\x32\x4b\x20\x50\x69\x7a\x43\x58\x6c\ -\x75\x77\x52\x31\x4f\x70\x6c\x79\x6c\x77\x44\x50\x41\x48\x46\x52\ -\x59\x41\x61\x38\x58\x71\x2b\x64\x74\x33\x35\x72\x2b\x45\x73\x6b\ -\x43\x45\x72\x77\x42\x6e\x55\x30\x70\x34\x46\x54\x59\x43\x50\x4f\ -\x61\x75\x4d\x7a\x34\x67\x31\x76\x36\x6b\x4d\x35\x36\x2b\x79\x58\ -\x6f\x38\x72\x79\x77\x4e\x20\x2b\x74\x39\x54\x58\x41\x79\x33\x32\ -\x33\x59\x57\x31\x6f\x4f\x37\x57\x36\x6e\x43\x6b\x63\x41\x4c\x46\ -\x43\x4f\x65\x6e\x64\x76\x36\x33\x67\x62\x4d\x46\x35\x46\x37\x6f\ -\x31\x33\x4a\x63\x36\x4e\x64\x71\x64\x76\x32\x2b\x73\x4f\x61\x4a\ -\x46\x31\x64\x75\x59\x35\x59\x4f\x6e\x76\x78\x77\x51\x75\x58\x74\ -\x41\x70\x38\x20\x48\x48\x69\x55\x73\x52\x37\x37\x52\x47\x2b\x63\ -\x43\x68\x74\x6d\x41\x33\x4d\x79\x44\x79\x76\x6b\x39\x7a\x34\x43\ -\x76\x48\x76\x45\x63\x4f\x2b\x4f\x51\x62\x74\x30\x4f\x6a\x2b\x35\ -\x6c\x67\x56\x61\x76\x6f\x6e\x77\x52\x55\x41\x51\x2f\x67\x6a\x38\ -\x56\x4e\x46\x6e\x52\x4f\x55\x37\x6f\x49\x64\x45\x75\x39\x4c\x4e\ -\x20\x41\x4d\x75\x43\x4c\x54\x39\x44\x2b\x55\x68\x65\x6e\x45\x57\ -\x4a\x52\x4b\x4a\x76\x52\x53\x44\x51\x55\x68\x43\x39\x42\x5a\x56\ -\x4c\x4f\x35\x4c\x4a\x54\x61\x58\x63\x4b\x55\x58\x66\x32\x39\x6d\ -\x56\x58\x6c\x76\x75\x57\x6b\x74\x62\x57\x30\x38\x51\x74\x54\x2f\ -\x45\x34\x51\x76\x52\x65\x47\x72\x47\x56\x50\x43\x48\x20\x77\x2b\ -\x48\x58\x4f\x7a\x62\x2f\x49\x45\x69\x33\x47\x50\x33\x75\x70\x6c\ -\x6a\x79\x73\x63\x6e\x4f\x46\x51\x6b\x47\x56\x79\x48\x35\x68\x6f\ -\x4b\x61\x4e\x6b\x48\x76\x55\x4f\x53\x63\x7a\x6b\x54\x79\x4c\x76\ -\x63\x36\x76\x72\x42\x52\x5a\x78\x30\x36\x6c\x4b\x46\x65\x4b\x6a\ -\x48\x61\x45\x45\x32\x6b\x33\x72\x6a\x43\x20\x37\x31\x38\x79\x57\ -\x4d\x65\x50\x52\x4f\x56\x55\x6c\x49\x65\x6f\x61\x2f\x68\x45\x4e\ -\x42\x72\x64\x73\x69\x77\x59\x75\x42\x6a\x30\x4f\x6d\x76\x6c\x70\ -\x46\x67\x79\x57\x64\x47\x6d\x6f\x33\x75\x6a\x71\x4f\x30\x57\x5a\ -\x35\x52\x4d\x6b\x6a\x77\x58\x54\x33\x65\x2f\x64\x62\x72\x73\x6d\ -\x47\x6e\x4d\x75\x51\x67\x4c\x20\x51\x49\x57\x76\x6c\x78\x6c\x65\ -\x73\x71\x44\x65\x66\x47\x59\x36\x37\x59\x67\x6d\x55\x78\x65\x6f\ -\x78\x79\x34\x56\x35\x43\x61\x55\x67\x46\x6a\x4e\x64\x79\x62\x53\ -\x6a\x34\x41\x38\x41\x65\x49\x4c\x68\x33\x31\x68\x41\x4c\x47\x36\ -\x44\x71\x43\x75\x55\x44\x67\x53\x34\x4f\x56\x6b\x4d\x74\x58\x52\ -\x6c\x54\x70\x7a\x20\x64\x2f\x6d\x4b\x4b\x57\x56\x4b\x76\x32\x6d\ -\x73\x61\x34\x6e\x52\x67\x42\x70\x35\x45\x4a\x45\x6a\x77\x75\x48\ 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-\x31\x4b\x54\x48\x76\x4a\x43\x56\x31\x77\x6d\x63\x6a\x2b\x55\x36\ -\x59\x2f\x4d\x64\x53\x34\x4d\x74\x5a\x31\x62\x2b\x62\x69\x5a\x48\ -\x52\x7a\x78\x35\x56\x6b\x63\x69\x65\x51\x69\x69\x70\x34\x72\x6f\ -\x70\x63\x74\x62\x57\x2f\x39\x79\x20\x76\x2b\x5a\x4c\x70\x47\x35\ -\x48\x57\x56\x30\x33\x2f\x30\x38\x62\x68\x34\x39\x33\x4a\x70\x50\ -\x50\x64\x79\x52\x53\x5a\x30\x62\x6a\x71\x57\x4e\x55\x7a\x59\x30\ -\x41\x61\x6d\x52\x49\x64\x73\x68\x69\x4c\x77\x4b\x73\x77\x4b\x64\ -\x45\x75\x45\x4c\x51\x64\x6f\x45\x33\x67\x61\x36\x62\x64\x72\x6b\ -\x59\x71\x36\x76\x4c\x20\x6a\x43\x62\x69\x36\x65\x78\x50\x79\x34\ -\x7a\x50\x47\x65\x61\x6b\x77\x77\x49\x77\x6f\x6d\x58\x57\x73\x69\ -\x53\x77\x72\x61\x2f\x33\x6e\x4f\x6d\x30\x49\x39\x4c\x71\x2f\x39\ -\x44\x79\x55\x4d\x76\x4a\x6f\x6c\x72\x63\x66\x5a\x54\x44\x48\x65\ -\x4d\x70\x4c\x75\x71\x61\x34\x77\x44\x6d\x44\x51\x77\x38\x6a\x66\ -\x4b\x6f\x20\x69\x4c\x35\x6c\x6a\x47\x6c\x73\x5a\x79\x4c\x39\x6e\ 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-\x35\x45\x74\x4e\x33\x55\x44\x37\x54\x48\x59\x76\x32\x54\x20\x30\ -\x73\x4f\x4b\x52\x46\x6f\x43\x4e\x6d\x38\x75\x42\x64\x35\x74\x63\ -\x64\x34\x30\x31\x59\x2f\x6e\x49\x62\x2f\x33\x56\x75\x44\x38\x63\ -\x5a\x79\x71\x69\x71\x77\x56\x37\x46\x58\x78\x64\x4f\x36\x33\x55\ -\x32\x6e\x54\x54\x4b\x50\x71\x48\x56\x61\x6f\x78\x66\x64\x4f\x56\ -\x4b\x2f\x46\x62\x53\x34\x77\x51\x66\x53\x34\x20\x47\x66\x53\x47\ -\x4d\x49\x46\x41\x34\x33\x4b\x6e\x49\x45\x64\x67\x5a\x4b\x55\x71\ -\x68\x78\x74\x59\x71\x58\x41\x59\x30\x39\x63\x64\x65\x5a\x61\x69\ -\x53\x55\x56\x65\x46\x4f\x54\x2f\x51\x46\x2b\x30\x61\x70\x34\x2f\ -\x64\x4e\x47\x69\x35\x38\x65\x72\x6e\x37\x38\x73\x48\x4c\x68\x63\ -\x52\x42\x6f\x36\x4f\x72\x73\x75\x20\x6d\x79\x6f\x4c\x2f\x58\x37\ -\x2f\x6b\x6a\x6f\x4b\x63\x57\x44\x2b\x42\x46\x2f\x36\x43\x79\x4f\ -\x36\x70\x6a\x4f\x56\x57\x7a\x38\x56\x64\x73\x30\x30\x71\x74\x5a\ -\x68\x42\x5a\x75\x62\x32\x78\x42\x37\x72\x63\x41\x70\x34\x7a\x68\ -\x39\x45\x48\x65\x37\x65\x4f\x53\x36\x7a\x43\x2f\x69\x36\x65\x77\ -\x48\x4b\x6d\x2f\x64\x20\x50\x6a\x46\x68\x76\x33\x2b\x46\x61\x72\ -\x34\x4e\x70\x45\x31\x46\x32\x77\x52\x35\x43\x35\x58\x70\x70\x31\ -\x66\x44\x5a\x55\x43\x45\x39\x61\x72\x79\x6a\x4d\x44\x54\x59\x75\ -\x77\x66\x4f\x70\x4f\x35\x46\x79\x6d\x66\x4e\x75\x41\x73\x43\x37\ -\x55\x2b\x5a\x73\x58\x35\x77\x46\x53\x70\x6c\x77\x62\x39\x54\x56\ -\x63\x49\x20\x63\x6d\x57\x5a\x51\x38\x71\x2b\x2f\x30\x36\x74\x77\ -\x6e\x30\x65\x4b\x56\x77\x65\x54\x66\x57\x2b\x58\x48\x6e\x72\x5a\ -\x67\x35\x56\x35\x37\x44\x43\x50\x6c\x38\x59\x6f\x39\x63\x72\x66\ -\x49\x78\x39\x33\x31\x2b\x2f\x77\x4f\x32\x44\x34\x76\x6d\x32\x68\ -\x2f\x78\x35\x4b\x4a\x65\x4f\x4f\x4b\x34\x46\x77\x35\x75\x6e\x20\ -\x57\x6e\x50\x62\x56\x54\x72\x4e\x48\x34\x76\x56\x59\x34\x48\x6a\ -\x4b\x74\x6a\x73\x63\x36\x4a\x73\x42\x2b\x30\x54\x70\x4d\x2b\x69\ -\x66\x53\x42\x39\x6f\x48\x32\x69\x30\x6f\x66\x52\x50\x6c\x58\x70\ -\x4e\x79\x4a\x62\x4c\x55\x4d\x31\x66\x34\x70\x71\x76\x36\x72\x5a\ -\x4a\x61\x35\x32\x2f\x52\x34\x59\x59\x2b\x75\x73\x20\x6c\x75\x72\ -\x36\x69\x76\x70\x61\x67\x46\x48\x31\x57\x4f\x55\x51\x45\x58\x6b\ -\x64\x6f\x71\x2f\x48\x63\x70\x41\x67\x69\x31\x56\x30\x4d\x57\x35\ -\x33\x6d\x71\x62\x69\x76\x77\x58\x54\x63\x74\x65\x37\x32\x51\x45\ -\x38\x70\x2f\x43\x6b\x47\x48\x6d\x79\x62\x73\x66\x41\x62\x7a\x5a\ -\x74\x33\x76\x77\x61\x51\x44\x67\x63\x20\x44\x6c\x74\x72\x74\x79\ -\x51\x53\x69\x62\x31\x71\x64\x6b\x32\x47\x51\x43\x42\x77\x6b\x47\ -\x4d\x48\x45\x34\x7a\x75\x7a\x50\x4f\x6f\x57\x6a\x6c\x66\x6a\x46\ -\x34\x41\x6e\x41\x50\x4d\x32\x38\x64\x55\x65\x64\x41\x37\x42\x76\ -\x46\x63\x6b\x55\x36\x6e\x65\x79\x74\x74\x35\x30\x79\x67\x61\x68\ -\x7a\x57\x71\x6c\x57\x72\x20\x36\x72\x66\x31\x39\x33\x34\x4a\x35\ -\x54\x4c\x47\x72\x38\x45\x65\x50\x33\x6a\x68\x6b\x68\x58\x74\x37\ -\x65\x30\x44\x79\x37\x33\x65\x70\x72\x78\x44\x72\x4d\x78\x72\x37\ 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-\x37\x2b\x32\x66\x36\x6f\x50\x59\x59\x62\x47\x33\x33\x55\x6d\x58\ -\x63\x71\x6e\x4f\x7a\x32\x75\x64\x75\x76\x5a\x71\x74\x6a\x73\x56\ -\x57\x45\x44\x61\x71\x38\x41\x50\x4b\x53\x20\x43\x70\x31\x47\x74\ -\x45\x75\x64\x51\x69\x49\x65\x37\x2b\x32\x6d\x65\x67\x58\x66\x70\ -\x4c\x56\x31\x53\x62\x4d\x55\x7a\x46\x4b\x44\x57\x51\x46\x36\x6d\ -\x4c\x70\x69\x68\x6f\x66\x68\x62\x6a\x78\x55\x30\x70\x6b\x70\x79\ -\x42\x39\x56\x39\x47\x48\x48\x6d\x6f\x63\x58\x2b\x54\x4f\x2f\x71\ -\x34\x43\x69\x68\x79\x66\x6b\x20\x39\x37\x34\x43\x68\x45\x65\x4d\ -\x50\x78\x4e\x50\x5a\x34\x38\x43\x43\x50\x6d\x62\x33\x67\x37\x79\ -\x46\x45\x42\x52\x4f\x2b\x74\x5a\x68\x53\x2b\x79\x37\x77\x2f\x6d\ -\x35\x78\x58\x39\x75\x30\x51\x36\x39\x39\x52\x2b\x32\x6a\x68\x6a\ -\x6d\x4e\x55\x4f\x61\x37\x6e\x58\x32\x31\x52\x77\x2b\x4a\x62\x43\ -\x65\x4f\x72\x69\x20\x42\x71\x67\x72\x68\x4f\x50\x78\x33\x6b\x77\ -\x77\x47\x46\x77\x6f\x2b\x56\x30\x78\x34\x46\x41\x67\x63\x66\x44\ 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-\x20\x6a\x36\x65\x37\x76\x31\x4e\x73\x62\x74\x6d\x42\x75\x30\x32\ -\x2b\x33\x65\x52\x31\x65\x57\x63\x75\x6c\x78\x30\x72\x79\x68\x71\ -\x2b\x79\x44\x6d\x43\x6e\x65\x78\x37\x61\x33\x6d\x69\x33\x42\x31\ -\x50\x5a\x30\x63\x2b\x67\x74\x61\x59\x51\x65\x77\x6c\x69\x70\x38\ -\x4d\x6d\x77\x53\x35\x78\x36\x72\x64\x4a\x43\x4b\x6a\x20\x6d\x74\ -\x6f\x71\x38\x75\x56\x45\x75\x76\x73\x47\x32\x43\x4f\x4b\x55\x71\ -\x76\x6d\x36\x46\x4a\x30\x46\x66\x4a\x37\x66\x77\x73\x63\x43\x31\ -\x67\x6a\x2b\x74\x62\x4f\x56\x47\x37\x39\x55\x6e\x2f\x54\x4b\x52\ -\x5a\x58\x71\x33\x37\x45\x6a\x4e\x2b\x4a\x70\x33\x4e\x2f\x58\x79\ -\x48\x62\x44\x7a\x68\x56\x55\x62\x61\x78\x20\x32\x4a\x66\x37\x46\ -\x34\x46\x58\x52\x68\x2f\x52\x72\x33\x69\x39\x33\x67\x57\x64\x75\ -\x56\x78\x57\x5a\x57\x6a\x62\x65\x49\x48\x31\x79\x42\x71\x41\x52\ -\x43\x4c\x52\x68\x77\x36\x4e\x42\x37\x66\x33\x39\x35\x77\x4c\x45\ -\x45\x2f\x6e\x66\x71\x74\x6f\x4f\x51\x32\x6b\x53\x6a\x73\x72\x51\ -\x47\x64\x38\x2b\x63\x39\x63\x20\x52\x2f\x5a\x52\x64\x7a\x70\x42\ -\x49\x6f\x70\x65\x58\x73\x35\x5a\x41\x66\x32\x6d\x66\x75\x63\x64\ -\x41\x45\x46\x2f\x34\x2f\x47\x6c\x52\x7a\x37\x67\x6c\x79\x56\x6e\ -\x31\x65\x72\x33\x66\x68\x44\x58\x57\x51\x48\x38\x70\x4c\x68\x57\ -\x4a\x68\x5a\x54\x54\x6b\x56\x33\x75\x38\x6c\x7a\x64\x51\x56\x74\ -\x50\x2b\x42\x55\x20\x68\x63\x4d\x71\x62\x69\x31\x2f\x70\x63\x77\ -\x68\x62\x34\x4e\x54\x56\x47\x35\x30\x47\x6d\x35\x6b\x64\x39\x50\ -\x50\x7a\x34\x5a\x39\x72\x76\x79\x77\x31\x6a\x58\x63\x6a\x4c\x76\ -\x7a\x68\x6c\x57\x35\x70\x4b\x51\x34\x4b\x72\x62\x73\x47\x32\x41\ -\x4b\x6b\x45\x44\x51\x36\x35\x32\x4b\x4e\x49\x63\x61\x46\x61\x43\ -\x74\x20\x6a\x54\x71\x6c\x32\x44\x5a\x74\x79\x74\x45\x37\x53\x33\ -\x57\x50\x67\x72\x6d\x69\x4e\x47\x6a\x56\x66\x4c\x58\x34\x74\x54\ -\x48\x43\x4e\x63\x57\x76\x38\x77\x56\x6a\x72\x77\x51\x49\x2b\x37\ -\x31\x6e\x6c\x6e\x74\x6b\x46\x65\x51\x62\x78\x55\x37\x55\x56\x55\ -\x4e\x56\x4f\x43\x79\x41\x6d\x43\x73\x64\x2b\x38\x7a\x49\x20\x63\ -\x55\x46\x57\x2b\x2f\x33\x2b\x4a\x59\x6c\x45\x6f\x6b\x2b\x67\x31\ -\x4e\x43\x7a\x33\x68\x70\x37\x42\x51\x78\x46\x57\x64\x39\x79\x7a\ -\x36\x56\x31\x4b\x4d\x72\x71\x37\x6e\x34\x59\x74\x77\x58\x36\x6c\ -\x43\x4d\x4f\x4a\x30\x33\x48\x64\x57\x70\x4d\x6e\x4e\x35\x4d\x30\ -\x31\x46\x55\x5a\x73\x64\x33\x58\x77\x78\x51\x20\x5a\x32\x38\x42\ -\x4e\x37\x71\x69\x75\x4c\x59\x6c\x38\x49\x74\x53\x64\x42\x56\x73\ -\x62\x76\x70\x6b\x71\x5a\x32\x62\x43\x4e\x39\x50\x4a\x6e\x74\x65\ -\x61\x57\x75\x6a\x44\x73\x70\x47\x55\x62\x32\x65\x6e\x51\x50\x66\ -\x6d\x41\x61\x37\x70\x35\x57\x71\x63\x56\x69\x41\x4b\x6a\x71\x79\ -\x74\x41\x62\x67\x30\x48\x6f\x70\x20\x72\x41\x45\x59\x77\x4c\x6b\ -\x56\x4b\x50\x62\x73\x6b\x33\x4f\x43\x50\x74\x39\x4b\x32\x44\x50\ -\x4b\x55\x75\x58\x53\x53\x43\x54\x53\x67\x4c\x73\x37\x4e\x79\x33\ -\x74\x6c\x45\x53\x6c\x39\x6c\x67\x34\x51\x35\x6e\x47\x33\x38\x30\ -\x50\x53\x32\x6b\x7a\x77\x36\x4f\x72\x67\x70\x71\x72\x77\x4b\x33\ -\x6b\x45\x4a\x46\x53\x20\x70\x50\x57\x6e\x76\x4f\x53\x76\x41\x6e\ -\x69\x31\x75\x2b\x6e\x54\x79\x75\x67\x47\x75\x61\x4a\x63\x55\x79\ -\x6f\x72\x71\x69\x61\x71\x79\x57\x47\x52\x53\x4f\x63\x65\x4b\x57\ -\x59\x43\x37\x34\x45\x71\x6e\x31\x2f\x61\x33\x42\x78\x79\x56\x53\ -\x4f\x6c\x74\x48\x6a\x71\x69\x4e\x69\x76\x77\x70\x35\x52\x46\x6b\ -\x67\x67\x20\x2f\x36\x66\x58\x2f\x68\x61\x67\x4b\x50\x67\x2f\x35\ -\x58\x6c\x50\x4b\x72\x56\x31\x72\x4a\x6d\x4b\x6c\x57\x6c\x78\x57\ -\x46\x5a\x77\x76\x67\x46\x6a\x52\x31\x66\x62\x2b\x6c\x37\x39\x4e\ -\x45\x4e\x4a\x6f\x76\x72\x74\x5a\x50\x4c\x56\x6c\x4e\x2f\x76\x6e\ -\x36\x38\x71\x35\x5a\x5a\x43\x34\x70\x34\x46\x68\x33\x78\x76\x20\ -\x47\x75\x79\x65\x64\x71\x72\x4b\x59\x51\x45\x55\x31\x46\x7a\x4b\ -\x36\x4e\x79\x6c\x42\x6b\x57\x76\x41\x6a\x68\x34\x34\x65\x49\x37\ -\x67\x45\x34\x41\x52\x44\x37\x53\x32\x74\x7a\x38\x4e\x68\x67\x7a\ -\x79\x73\x6f\x58\x68\x66\x39\x64\x68\x47\x68\x78\x4d\x58\x37\x4d\ -\x35\x67\x61\x54\x4a\x46\x52\x61\x55\x36\x73\x78\x20\x6f\x2f\x41\ -\x49\x4f\x68\x58\x72\x56\x39\x30\x49\x4c\x77\x7a\x37\x2f\x73\x46\ -\x59\x4f\x72\x30\x42\x51\x44\x42\x58\x46\x73\x64\x55\x63\x61\x34\ -\x45\x4e\x38\x55\x43\x64\x45\x31\x78\x2f\x4c\x57\x43\x71\x66\x38\ -\x36\x51\x44\x32\x46\x4c\x77\x4c\x4e\x49\x79\x64\x58\x30\x63\x73\ -\x72\x49\x51\x41\x35\x45\x36\x6b\x36\x20\x68\x39\x57\x56\x79\x54\ -\x79\x6a\x4d\x4b\x6f\x56\x6b\x6f\x71\x65\x33\x65\x72\x31\x48\x74\ -\x37\x65\x33\x6a\x36\x67\x6f\x6c\x63\x57\x68\x30\x56\x45\x76\x77\ -\x61\x6a\x6f\x36\x7a\x42\x48\x64\x76\x4f\x42\x53\x67\x4b\x2f\x37\ -\x75\x53\x49\x73\x6f\x68\x31\x74\x53\x66\x47\x6b\x39\x6e\x46\x79\ -\x6e\x36\x67\x32\x48\x54\x20\x37\x33\x66\x52\x73\x48\x58\x73\x43\ -\x66\x73\x37\x52\x34\x33\x4b\x45\x6d\x37\x78\x76\x6f\x31\x53\x46\ -\x2b\x6c\x4b\x6f\x44\x7a\x6d\x34\x49\x54\x69\x36\x57\x77\x7a\x79\ -\x4a\x41\x4d\x6a\x41\x6a\x58\x77\x31\x42\x30\x39\x53\x35\x77\x6f\ -\x36\x74\x34\x4f\x76\x30\x73\x37\x4f\x6d\x59\x46\x50\x31\x47\x4d\ -\x70\x6e\x63\x20\x48\x41\x67\x45\x46\x71\x6e\x62\x4d\x47\x56\x50\ -\x68\x42\x63\x53\x71\x64\x78\x64\x46\x62\x4e\x35\x68\x6c\x46\x31\ -\x44\x67\x76\x41\x47\x72\x73\x47\x52\x68\x57\x6c\x47\x75\x4f\x34\ -\x44\x56\x51\x54\x71\x64\x7a\x64\x77\x49\x73\x41\x67\x72\x34\x33\ -\x37\x50\x4f\x64\x43\x48\x74\x47\x57\x57\x41\x76\x69\x55\x51\x69\ -\x20\x44\x54\x30\x39\x50\x64\x73\x45\x62\x69\x2f\x4f\x30\x57\x67\ -\x4b\x67\x32\x63\x44\x65\x51\x66\x50\x31\x79\x6c\x47\x63\x67\x6f\ -\x50\x4f\x54\x67\x68\x63\x66\x58\x68\x4e\x30\x2f\x47\x5a\x6c\x45\ -\x35\x61\x54\x4b\x76\x71\x7a\x46\x31\x32\x4d\x6d\x76\x58\x36\x6e\ -\x41\x39\x59\x69\x63\x44\x74\x77\x35\x62\x50\x44\x6d\x20\x61\x44\ -\x71\x64\x43\x41\x51\x61\x49\x36\x69\x65\x41\x59\x44\x77\x65\x43\ -\x79\x56\x2f\x56\x2f\x33\x79\x36\x48\x64\x77\x4b\x48\x6f\x4b\x68\ -\x67\x4d\x4c\x6c\x51\x6f\x64\x64\x48\x4a\x48\x54\x54\x67\x4c\x73\ -\x77\x37\x64\x75\x42\x69\x6f\x45\x78\x44\x58\x4c\x6d\x59\x4d\x6c\ -\x6e\x31\x31\x55\x4a\x56\x4f\x69\x79\x33\x20\x5a\x6b\x72\x2b\x70\ -\x63\x79\x68\x30\x34\x71\x66\x59\x67\x56\x30\x4b\x4d\x52\x47\x6a\ -\x56\x34\x4c\x5a\x61\x4f\x73\x54\x77\x4e\x6f\x58\x65\x47\x66\x4b\ -\x55\x5a\x52\x49\x6c\x77\x41\x53\x4b\x64\x62\x4e\x76\x4d\x59\x67\ -\x4d\x42\x70\x41\x4c\x46\x30\x39\x69\x65\x43\x37\x72\x36\x75\x6d\ -\x30\x58\x2f\x61\x52\x48\x75\x20\x41\x48\x6d\x4f\x76\x55\x6c\x39\ -\x53\x45\x56\x7a\x66\x57\x70\x55\x41\x42\x47\x37\x72\x39\x2f\x4a\ -\x64\x6b\x57\x66\x51\x4f\x56\x6d\x52\x55\x73\x4c\x35\x53\x69\x79\ -\x4e\x70\x62\x4f\x58\x6e\x7a\x77\x36\x78\x63\x2f\x41\x6e\x7a\x59\ -\x48\x61\x4d\x72\x6b\x63\x34\x2b\x42\x4f\x42\x59\x63\x78\x46\x44\ -\x66\x33\x74\x79\x20\x49\x77\x78\x46\x56\x79\x63\x58\x7a\x33\x32\ -\x77\x46\x46\x32\x52\x33\x33\x55\x52\x78\x54\x70\x42\x56\x61\x37\ -\x64\x32\x4e\x75\x37\x4e\x52\x42\x59\x33\x41\x4a\x53\x4a\x68\x6c\ -\x55\x66\x68\x4e\x50\x64\x66\x39\x79\x38\x6e\x63\x38\x38\x36\x6c\ -\x4b\x68\x77\x55\x67\x67\x34\x57\x72\x32\x43\x30\x30\x74\x33\x73\ -\x63\x20\x63\x7a\x31\x41\x50\x4a\x50\x37\x4f\x56\x41\x71\x6b\x33\ -\x68\x37\x71\x4d\x56\x33\x47\x6f\x79\x4d\x73\x76\x53\x53\x53\x43\ -\x54\x53\x45\x49\x2f\x33\x5a\x68\x54\x39\x63\x66\x48\x63\x6c\x65\ -\x48\x6d\x70\x6c\x50\x63\x75\x53\x68\x31\x55\x2f\x45\x55\x74\x50\ -\x42\x5a\x41\x46\x58\x6e\x42\x30\x4d\x58\x55\x34\x36\x4e\x20\x70\ -\x37\x4d\x2f\x45\x47\x76\x75\x42\x6e\x36\x4e\x71\x30\x6c\x56\x48\ -\x6d\x56\x5a\x53\x30\x74\x4c\x59\x46\x49\x33\x57\x32\x4d\x71\x63\ -\x46\x41\x35\x66\x75\x7a\x44\x38\x72\x49\x71\x6c\x78\x6b\x38\x6e\ -\x34\x74\x6e\x75\x6c\x63\x62\x5a\x43\x6a\x31\x77\x61\x44\x66\x41\ -\x39\x6a\x57\x31\x2f\x74\x52\x68\x6b\x54\x35\x20\x39\x46\x2b\x42\ -\x66\x43\x69\x30\x70\x42\x6d\x4b\x78\x66\x58\x43\x43\x2f\x46\x55\ -\x39\x33\x2b\x35\x58\x2b\x36\x4f\x72\x67\x54\x6e\x4b\x6f\x42\x51\ -\x61\x45\x6d\x7a\x75\x44\x49\x79\x41\x50\x48\x36\x42\x59\x66\x63\ -\x42\x75\x42\x59\x7a\x35\x57\x55\x6b\x35\x59\x52\x57\x36\x36\x66\ -\x59\x56\x56\x52\x74\x51\x34\x72\x20\x31\x74\x50\x54\x6a\x51\x35\ -\x62\x4d\x4e\x2f\x4e\x32\x34\x76\x5a\x77\x71\x72\x6f\x37\x68\x30\ -\x57\x31\x57\x73\x41\x34\x79\x70\x4b\x53\x69\x6e\x37\x76\x61\x55\ -\x55\x5a\x57\x48\x4e\x44\x5a\x51\x65\x41\x55\x58\x2b\x43\x57\x44\ -\x42\x77\x69\x58\x33\x41\x36\x36\x67\x6d\x33\x44\x75\x71\x6c\x57\ -\x72\x36\x75\x4f\x5a\x20\x7a\x45\x74\x41\x73\x58\x4d\x7a\x70\x34\ -\x62\x38\x33\x71\x77\x56\x2b\x7a\x6a\x6f\x50\x37\x45\x50\x52\x51\ -\x43\x50\x48\x61\x78\x46\x57\x54\x4f\x45\x70\x51\x48\x66\x50\x6c\ -\x52\x66\x64\x59\x55\x49\x33\x31\x51\x4b\x4c\x77\x58\x39\x33\x6f\ -\x54\x43\x35\x34\x6f\x48\x65\x68\x63\x33\x5a\x2f\x2f\x4c\x2f\x56\ -\x4a\x4b\x20\x6b\x6b\x52\x35\x61\x77\x70\x75\x35\x44\x33\x67\x66\ -\x49\x47\x69\x73\x31\x48\x30\x52\x6b\x42\x62\x6d\x35\x76\x66\x51\ -\x62\x6e\x6f\x61\x74\x42\x63\x78\x75\x34\x63\x73\x4b\x73\x33\x62\ -\x64\x71\x30\x4b\x2b\x7a\x33\x2f\x78\x6e\x77\x31\x36\x4f\x73\x67\ -\x51\x66\x69\x71\x64\x7a\x76\x4a\x6e\x75\x2f\x73\x34\x57\x71\x20\ -\x64\x56\x67\x41\x64\x62\x73\x47\x62\x77\x42\x47\x53\x63\x55\x61\ -\x75\x41\x35\x77\x69\x6d\x71\x4f\x6a\x78\x61\x48\x33\x78\x7a\x32\ -\x65\x7a\x38\x47\x6f\x4a\x37\x36\x57\x78\x67\x57\x5a\x59\x58\x44\ -\x34\x58\x6d\x4a\x37\x75\x34\x58\x32\x56\x32\x72\x39\x65\x36\x51\ -\x76\x2f\x45\x74\x37\x65\x33\x74\x41\x34\x4c\x2b\x20\x57\x33\x48\ -\x4d\x74\x37\x57\x2f\x39\x2f\x71\x77\x33\x2f\x74\x54\x63\x4a\x50\ -\x37\x41\x41\x64\x59\x50\x47\x36\x44\x70\x32\x63\x4c\x76\x63\x59\ -\x34\x73\x48\x62\x38\x6d\x79\x44\x69\x64\x69\x63\x71\x72\x53\x63\ -\x35\x76\x52\x6e\x66\x64\x63\x48\x6d\x70\x72\x4e\x42\x53\x78\x48\ -\x61\x4c\x35\x4c\x4a\x56\x31\x4f\x4e\x20\x6a\x59\x30\x48\x49\x35\ -\x51\x45\x49\x68\x4f\x4a\x56\x4f\x34\x65\x41\x43\x4e\x75\x78\x6a\ -\x71\x67\x67\x70\x74\x71\x45\x2f\x4a\x36\x6c\x34\x4a\x38\x70\x6a\ -\x69\x2b\x49\x5a\x37\x4f\x2f\x6a\x75\x41\x61\x76\x35\x71\x52\x72\ -\x63\x42\x4b\x32\x43\x6c\x58\x41\x35\x69\x31\x56\x48\x56\x44\x6d\ -\x76\x54\x35\x73\x32\x76\x20\x49\x58\x70\x64\x6d\x55\x4d\x72\x77\ -\x79\x32\x2b\x63\x77\x44\x45\x4d\x44\x77\x4e\x34\x6d\x72\x41\x4d\ -\x7a\x4c\x4b\x30\x6f\x47\x64\x35\x78\x62\x50\x76\x62\x34\x30\x67\ -\x61\x68\x7a\x41\x65\x41\x6f\x38\x73\x72\x75\x4d\x53\x34\x6f\x61\ -\x73\x6c\x50\x64\x47\x63\x70\x67\x33\x43\x58\x51\x46\x57\x76\x50\ -\x38\x77\x6d\x20\x42\x45\x6b\x69\x50\x49\x36\x72\x71\x54\x59\x52\ -\x46\x6f\x4b\x75\x46\x70\x45\x66\x6c\x51\x5a\x55\x65\x51\x68\x67\ -\x66\x72\x31\x38\x6c\x71\x4a\x6a\x45\x2b\x55\x57\x49\x44\x38\x36\ -\x75\x75\x70\x35\x44\x67\x43\x50\x66\x4a\x57\x69\x76\x49\x32\x4b\ -\x66\x41\x58\x49\x74\x2f\x70\x38\x52\x79\x48\x79\x6b\x5a\x45\x58\ -\x20\x56\x50\x52\x48\x37\x67\x64\x71\x39\x56\x4d\x56\x61\x67\x31\ -\x37\x49\x78\x4b\x4a\x4e\x41\x7a\x75\x32\x4c\x71\x52\x30\x56\x49\ -\x77\x43\x61\x6b\x2f\x36\x4c\x42\x59\x4c\x4c\x59\x7a\x37\x50\x63\ -\x2b\x34\x45\x71\x49\x37\x4e\x59\x69\x4b\x69\x6f\x35\x64\x41\x4b\ -\x76\x41\x31\x4a\x53\x66\x31\x41\x6b\x46\x6f\x76\x74\x20\x48\x43\ -\x61\x34\x4e\x67\x43\x38\x78\x75\x6a\x47\x41\x65\x4e\x68\x42\x38\ -\x70\x6a\x43\x6d\x74\x52\x2b\x56\x57\x69\x75\x37\x74\x39\x66\x2b\ -\x36\x78\x78\x74\x54\x68\x39\x2f\x76\x6e\x65\x38\x67\x66\x42\x33\ -\x4b\x79\x77\x44\x74\x78\x64\x62\x49\x6d\x38\x30\x47\x2f\x48\x6c\ -\x63\x43\x79\x51\x74\x73\x33\x6a\x46\x6f\x20\x51\x7a\x30\x39\x50\ -\x64\x75\x47\x53\x63\x4b\x6f\x69\x48\x31\x72\x4c\x4e\x58\x7a\x78\ -\x36\x49\x6d\x32\x2f\x72\x69\x64\x5a\x36\x4a\x70\x37\x4e\x48\x41\ -\x7a\x71\x47\x66\x4d\x78\x4f\x44\x38\x36\x4b\x6a\x6e\x53\x36\x61\ -\x39\x49\x33\x4f\x59\x75\x6f\x65\x6f\x63\x46\x45\x47\x37\x78\x66\ 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-\x6d\x2f\x6d\x41\x5a\x52\x6f\x37\x72\x77\x68\x41\x4f\x2b\x20\x34\ -\x39\x56\x79\x4f\x75\x68\x48\x6d\x62\x69\x67\x6f\x38\x57\x4e\x6f\ -\x6f\x61\x69\x71\x31\x42\x4c\x30\x37\x47\x6f\x75\x4d\x31\x37\x68\ -\x63\x66\x6a\x71\x65\x78\x4a\x67\x49\x54\x38\x33\x71\x63\x5a\x33\ -\x62\x56\x38\x53\x38\x48\x55\x4c\x55\x73\x6d\x6b\x35\x50\x4b\x2f\ -\x5a\x75\x4e\x7a\x42\x57\x48\x52\x62\x44\x46\x20\x65\x37\x6f\x6f\ -\x2f\x7a\x6e\x71\x67\x48\x4a\x4e\x50\x4a\x4e\x64\x73\x37\x53\x35\ -\x4f\x57\x54\x46\x62\x67\x51\x61\x67\x4a\x79\x49\x58\x4b\x53\x71\ -\x6e\x32\x46\x69\x30\x69\x4b\x71\x79\x74\x4d\x69\x38\x6a\x4d\x74\ -\x36\x48\x38\x6b\x73\x74\x6c\x6f\x68\x63\x79\x76\x4d\x66\x4f\x52\ -\x63\x4d\x42\x37\x74\x42\x62\x6b\x20\x54\x42\x58\x39\x57\x48\x45\ -\x68\x66\x72\x77\x6f\x38\x41\x42\x47\x37\x68\x52\x72\x4c\x31\x62\ -\x6b\x48\x65\x36\x4d\x2b\x76\x5a\x34\x4b\x76\x65\x37\x73\x4e\x2f\ -\x37\x63\x59\x55\x66\x6c\x33\x6e\x56\x5a\x66\x46\x4d\x39\x74\x71\ 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QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/Connections/Moment/ExtendedEndPlate/bbExtendedEndPlateSpliceCalc.py b/Connections/Moment/ExtendedEndPlate/bbExtendedEndPlateSpliceCalc.py deleted file mode 100644 index 1de6e850e..000000000 --- a/Connections/Moment/ExtendedEndPlate/bbExtendedEndPlateSpliceCalc.py +++ /dev/null @@ -1,2345 +0,0 @@ -""" -Created on 16th October, 2017 (Updated from 26th April 2019 for Extended One Way and Flush End Plate connection). - -@author: Danish Ansari - - -Module (Moment connection): 1. Beam to beam extended end plate splice connection - 2. Beam to beam extended one way end plate splice connection - 3. Beam to beam flushed end plate splice connection - -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) - 3) Fundamentals of Structural steel design by M.L Gambhir - 4) AISC Design guide 16 and 4 - - -""" - -from model import * -from Connections.connection_calculations import ConnectionCalculations -from utilities.is800_2007 import IS800_2007 -import math -import logging -flag = 1 -logger = None - - -def module_setup(): - global logger - logger = logging.getLogger("osdag.bbExtendedEndPlateSpliceCalc") - - -module_setup() - -####################################################################### -# Defining functions -####################################################################### - - -# Function for net area of bolts at threaded portion of bolts -# Reference: Design of steel structures by N. Subramanian, page 348 or 358 - - -def netArea_thread(dia): - """ - - Args: - dia: (int)- diameter of bolt (Friction Grip Bolt/Bearing bolt) - - Returns: (float)- Net area of bolts at threaded portion (Ref. Table 5.11 Subramanian's book, page: 358 ) - - """ - netArea = {12: 84.3, 16: 157, 20: 245, 22: 303, 24: 353, 27: 459, 30: 561, 36: 817} - return netArea[dia] - -####################################################################### - -# Function for net area of bolts at threaded portion of bolts -# Reference: Design of steel structures by N. Subramanian, page 348 or 358 - - -def netarea_shank(dia): - """ - - Args: - dia: (int) - diameter of bolt (Friction Grip Bolt/Bearing bolt) - - Returns: (int)- Net area of bolts at shank portion (Ref. Table 5.11 Subramanian's book, page: 358 ) - - """ - net_area = {12: 113, 16: 201, 20: 314, 22: 380, 24: 452, 27: 572, 30: 706, 36: 1017} - return net_area[dia] - -####################################################################### - -#Function for long joints (beta_lj) -#Source: Cl 10.3.3.1 -#Reference: Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - - -def long_joint(dia, l_j): - """ - - Args: - dia: (int)- diameter of bolt - l_j: (float)- length of joint i.e. distance between first and last bolt in the joint measured in the direction of load transfer - - Returns: (float)- reduction factor beta_lj - - """ - beta_lj = 1.075 - (0.005 * (l_j/dia)) - return beta_lj - - -####################################################################### - -# Function for Shear Capacity of bearing bolt (also known as black bolt) -# Reference: Cl 10.3.3 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 -# Assumption: The shear planes are assumed to be passing through the threads of the bolt - -def bolt_shear(dia, n, bolt_fu): - """ - - Args: - dia: (int)- diameter of bolt - n: (str)- number of shear plane(s) through which bolt is passing - bolt_fu: (float)- Ultimate tensile strength of a bolt - - Returns: (float)- Shear capacity of bearing type bolt in kN - - """ - A = netArea_thread(dia) - V_dsb = bolt_fu * n * A / (math.sqrt(3) * 1.25 * 1000) - V_dsb = round(V_dsb.real, 3) - return V_dsb - - -####################################################################### - -# Function for Bearing Capacity of bearing bolt (also known as black bolt) -# Reference: Cl 10.3.4 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - -def bolt_bearing(dia, t, k_b, bolt_fu): - """ - - Args: - dia: (int)- diameter of bolt - t: (float)- summation of thickneses of the connected plates experencing bearing stress in same direction, or if the bolts are countersunk, the thickness of plate minus 1/2 of the depth of countersunk - k_b: (float)- multiplying factor (Ref: Cl 10.3.4 IS 800:2007) - bolt_fu: (float)- Ultimate tensile strength of a bolt - - Returns: (float)- Bearing capacity of bearing type bolt in kN - - """ - V_dpb = 2.5 * k_b * dia * t * bolt_fu / (1.25 * 1000) - V_dpb = round(V_dpb.real, 3) - return V_dpb - - -####################################################################### - -# Function for minimum height of end plate -# Reference: Based on reasoning - -def min_plate_height(beam_D, l_v, n_r, min_pitch, e_1): - """ - - Args: - beam_D: (float) - Depth of beam - l_v: (float)- Distance between the toe of weld or flange to the centre of the nearer bolt - n_r: (int)- number of row(s) above or below the beam flange - min_pitch: (float)- minimum pitch distance i.e. 2.5*bolt_diameter - e_1: (float)- minimum end distance i.e. 1.7*bolt_hole_diameter - - Returns: (float)- Minimum required height of extended end plate as per detailing requirements in mm - - """ - min_end_plate_height = beam_D + (2 * l_v) + (2 * (n_r-1) * min_pitch) + (2 * e_1) - return min_end_plate_height - - -####################################################################### - -# Function for minimum width of end plate -# Reference: Based on reasoning - -def min_plate_width(g_1, n, min_gauge, e_2): - """ - - Args: - g_1: (float)- Cross-centre gauge distance - n: (int)- Number of columns of bolt (assumed to be 2) - min_gauge: (float)- minimum gauge distance i.e. 2.5*bolt_diameter - e_2: (float)- minimum edge distance i.e. 1.7*bolt_hole_diameter - - Returns: (float)- Minimum required width of extended end plate as per detailing requirements in mm - - """ - min_end_plate_width = g_1 + (n - 2) * min_gauge + (2 * e_2) - return min_end_plate_width - - -####################################################################### - -# Function for calculation of Prying Force in bolts -# Reference: Cl 10.4.7 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - -def prying_force(T_e, l_v, l_e, beta, eta, f_0, b_e, t_p): - """ - - Args: - T_e: (float): Tension acting on beam flange - l_v: (float)- Distance between the toe of weld or flange to the centre of the nearer bolt - l_e: (float)- Distance between prying force and bolt centreline - beta: (int)- multiplying factor - eta: (float)- multiplying factor - f_0: (float)- proof stress in consistent units - b_e: (float)- effective width of flange per pair of bolts - t_p: (float)- thickness of end plate - - Returns: (float)- Prying force in bolt (in kN) - - """ - prying_force_bolt = (l_v * (2 * l_e) ** -1) * (T_e - ((beta * eta * f_0 * b_e * t_p ** 4) * (27 * l_e * l_v ** 2) ** -1)) - return prying_force_bolt - -####################################################################### - -# Function for calculating Tension capacity of Friction Grip Bolt bolt -# Reference: Cl 10.4.5 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - - -def bolt_tension_friction_grip_bolt(bolt_fu, netArea): - """ - - Args: - bolt_fu: (float)- Ultimate tensile strength of a bolt - netArea: (float)- Net tensile stress area as specified in IS 1367 (area at threads) - - Returns: (float)- Tension capacity of Friction Grip Bolt bolt in kN - - """ - T_df = 0.9 * bolt_fu * netArea * (1.25 * 1000) ** -1 - return T_df - - -####################################################################### - -# Function for calculating Tension capacity of bearing bolt (also known as black bolt) -# Reference: Cl 10.3.5 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - -def bolt_tension_bearing(bolt_fu, netArea): - """ - - Args: - bolt_fu: (float)- Ultimate tensile strength of a bolt - netArea: (float)- Net tensile stress area as specified in IS 1367 (area at threads) - - Returns: (float)- Tension capacity of Bearing bolt in kN - - """ - - T_db = (0.9 * bolt_fu * netArea) / (1.25 * 1000) - return T_db - - -####################################################################### - -# Function for calculating Shear yielding capacity of End Plate -# Reference: Cl 8.4.1 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - -def shear_yielding(A_v, plate_fy): - """ - - Args: - A_v: (float)- Gross shear area of end plate - plate_fy: (float)- Yield stress of plate material - - Returns: (float)- Shear yielding capacity of End Plate in kN - - """ - V_d = A_v * plate_fy / (math.sqrt(3) * 1.10 * 1000) - return V_d - - -####################################################################### - -# Function for calculating Shear rupture capacity of End Plate -# Reference: Cl 8.4.1 - Genereal Construction in Steel - Code of practice (3rd revision) IS 800:2007 - -def shear_rupture(A_vn, plate_fu): - """ - - Args: - A_vn: (float)- Net shear area of end plate - plate_fu: (float)- Ultimate stress of plate material - - Returns: (float)- Shear rupture capacity of End Plate in kN - - """ - R_n = 0.6 * A_vn * plate_fu / 1000 - return R_n - - -####################################################################### -# Function for fetching beam parameters from the database - -def fetchBeamPara(self): - beam_sec = self.ui.combo_Beam.currentText() - dictbeamdata = get_beamdata(beam_sec) - return dictbeamdata - - -####################################################################### -####################################################################### -# Start of Main Program - -def bbExtendedEndPlateSplice(uiObj): - global logger - global design_status - - design_status = True - - beam_sec = uiObj['Member']['BeamSection'] - beam_fu = float(uiObj['Member']['fu (MPa)']) - beam_fy = float(uiObj['Member']['fy (MPa)']) - weld_fu = float(uiObj['weld']['fu_overwrite']) - weld_fu_govern = min(beam_fu, weld_fu) # Mpa (weld_fu_govern is the governing value of weld strength) - - factored_moment = float(uiObj['Load']['Moment (kNm)']) - factored_shear_load = float(uiObj['Load']['ShearForce (kN)']) - factored_axial_load = uiObj['Load']['AxialForce (kN)'] - if factored_axial_load == '': - factored_axial_load = 0 - else: - factored_axial_load = float(factored_axial_load) - - bolt_dia = int(uiObj['Bolt']['Diameter (mm)']) - bolt_type = uiObj["Bolt"]["Type"] - bolt_grade = float(uiObj['Bolt']['Grade']) - - mu_f = float(uiObj["bolt"]["slip_factor"]) - gamma_mw = float(uiObj["weld"]["safety_factor"]) - dp_bolt_hole_type = uiObj["bolt"]["bolt_hole_type"] - dia_hole = bolt_dia + int(uiObj["bolt"]["bolt_hole_clrnce"]) - - end_plate_thickness = float(uiObj['Plate']['Thickness (mm)']) - - end_plate_width = str(uiObj['Plate']['Width (mm)']) - if end_plate_width == '': - end_plate_width = 0 - else: - end_plate_width = float(end_plate_width) - - end_plate_height = str(uiObj['Plate']['Height (mm)']) - if end_plate_height == '': - end_plate_height = 0 - else: - end_plate_height = float(end_plate_height) - - # TODO implement after excomm review for different grades of plate - end_plate_fu = float(uiObj['Member']['fu (MPa)']) - end_plate_fy = float(uiObj['Member']['fy (MPa)']) - - weld_type = str(uiObj["Weld"]["Type"]) # This is - Fillet weld or Groove weld - - if uiObj["Weld"]["Type"] == "Fillet Weld": - weld_thickness_flange = float(uiObj['Weld']['Flange (mm)']) - weld_thickness_web = float(uiObj['Weld']['Web (mm)']) - else: - weld_thickness_flange = 0 - weld_thickness_web = 0 - - old_beam_section = get_oldbeamcombolist() - - if beam_sec in old_beam_section: - logger.warning(": You are using a section (in red colour) that is not available in the latest version of IS 808") - - if beam_fu < 410 or beam_fy < 230: - logger.warning(" : You are using a section of grade that is not available in latest version of IS 2062") - - ####################################################################### - # Read input values from Beam database - - dictbeamdata = get_beamdata(beam_sec) - global beam_tw - beam_tw = float(dictbeamdata["tw"]) - global beam_tf - beam_tf = float(dictbeamdata["T"]) - beam_d = float(dictbeamdata["D"]) - beam_B = float(dictbeamdata["B"]) - beam_R1 = float(dictbeamdata["R1"]) - beam_Zz = float(dictbeamdata["Zz"]) - - ####################################################################### - # Validation of minimum input moment (Cl. 10.7- 6 and Cl. 8.2.1, IS 800:2007) - - M_d = (1.2 * beam_Zz * 1000 * beam_fy) / 1.10 - moment_minimum = 0.3 * (M_d / 1000000) - - if float(factored_moment) < float(moment_minimum): - logger.warning(": The input factored moment (%2.2f kN-m) is less that the minimum design action on the connection (Cl. 10.7-6, IS 800:2007)" % factored_moment) - logger.info(": The connection is designed for %2.2f kN-m" % float(moment_minimum)) - - factored_moment = round(moment_minimum, 3) - - ####################################################################### - # Calculation of Bolt strength in MPa - bolt_fu = uiObj["bolt"]["bolt_fu"] - bolt_fy = (bolt_grade - int(bolt_grade)) * bolt_fu - - ####################################################################### - # Calculation of Spacing - - # t_thinner is the thickness of the thinner plate(s) being connected - t_thinner = end_plate_thickness - - # min_pitch & max_pitch = Minimum and Maximum pitch distance (mm) [Cl. 10.2.2, IS 800:2007] - min_pitch = int(math.ceil(2.5 * bolt_dia)) - pitch_dist_min = min_pitch + (5 - min_pitch) % 5 # round off to nearest greater multiple of five - - max_pitch = int(min(math.ceil(32 * t_thinner), 300)) - pitch_dist_max = max_pitch + (5 - max_pitch) % 5 # round off to nearest greater multiple of five - - # min_gauge & max_gauge = Minimum and Maximum gauge distance (mm) [Cl. 10.2.3.1, IS 800:2007] - - gauge_dist_min = pitch_dist_min - gauge_dist_max = pitch_dist_max - - # g_1 = Gauge 1 distance (mm) (also known as cross-centre gauge) (Steel designers manual, page 733, 6th edition - 2003) - # TODO validate g_1 after excomm review - - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - end_distance = edge_distance = int(math.ceil(1.7 * dia_hole)) - else: - end_distance = edge_distance = int(float(1.5 * dia_hole)) - - g_1 = max(float(90), float(((2 * edge_distance) + beam_tw))) - - # min_end_distance & max_end_distance = Minimum and Maximum end distance (mm) [Cl. 10.2.4.2 & Cl. 10.2.4.3, IS 800:2007] - - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - min_end_distance = min_edge_distance = int(math.ceil(1.7 * dia_hole)) - else: - min_end_distance = min_edge_distance = int(float(1.5 * dia_hole)) - - end_dist_mini = min_end_distance + (5 - min_end_distance) % 5 # round off to nearest greater multiple of five - - e = math.sqrt(250 / end_plate_fy) - max_end_distance = math.ceil(12 * end_plate_thickness * e) - - end_dist_max = max_end_distance + (5 - max_end_distance) % 5 # round off to nearest greater multiple of five - - # min_edge_distance = Minimum edge distance (mm) [Cl. 10.2.4.2 & Cl. 10.2.4.3, IS 800:2007] - edge_dist_mini = end_dist_mini - edge_dist_max = end_dist_max - - ####################################################################### - # Distance between the toe of weld or the edge of flange to the centre of the nearer bolt (mm) [AISC design guide 16] - # TODO: Improvise l_v, p_fi and p_fo after excomm review - # l_v = float(50) # for extended end plate - # l_v = 2.5 * bolt_dia # for extended end plate - - # for extended both ways, extended one way and flushed end plate - - if bolt_dia <= 16: - l_v = p_fi = p_fo = 40 - elif 16 < bolt_dia <= 24: - l_v = p_fi = p_fo = 50 - else: - l_v = p_fi = p_fo = 60 - - ####################################################################### - # Validation of Input Dock - - # End Plate Thickness - - # TODO : Is this condition for the main file? - # Validating the user input value of end plate thickness based on the detailing criteria - if end_plate_thickness < max(beam_tf, beam_tw): - end_plate_thickness = math.ceil(max(beam_tf, beam_tw)) - design_status = False - logger.error(": Chosen end plate thickness is not sufficient") - logger.warning(": Minimum required thickness of end plate as per the detailing criteria is %2.2f mm " % end_plate_thickness) - logger.info(": Increase the thickness of end plate ") - - # End Plate Height [Ref: Based on reasoning] - - # Minimum and Maximum Plate Height - # TODO: Validate end_plate_height_mini after excomm review - # TODO: Validate end_plate_height_max after excomm review - - if uiObj["Member"]["Connectivity"] == "Extended both ways": - end_plate_height_mini = beam_d + (2 * weld_thickness_flange) + (2 * l_v) + (2 * end_dist_mini) - end_plate_height_max = beam_d + (2 * weld_thickness_flange) + (2 * l_v) + (2 * end_dist_max) - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - end_plate_height_mini = beam_d + p_fo + end_dist_mini + 10 # TODO 10 mm is the cover provided beyond flange which does not protrude that much (update after review) - end_plate_height_max = beam_d + p_fo + end_dist_max + 10 # mini and max heights for 6 and 8 bolt configuration - - elif uiObj["Member"]["Connectivity"] == "Flush": - end_plate_height_mini = end_plate_height_max = beam_d + 2 * (weld_thickness_flange + 10) # TODO 10 mm is the cover provided beyond flange on either sides - - # Check for Minimum and Maximum values of End Plate Height from user input - - if end_plate_height != 0: - if end_plate_height <= beam_d: - design_status = False - logger.error(": Height of End Plate is less than/or equal to the depth of the Beam ") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - - elif end_plate_height <= end_plate_height_mini: - # elif (end_plate_height <= end_plate_height_mini) or (end_plate_height <= (end_plate_height_mini + pitch_dist_min)): - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - - if uiObj["Member"]["Connectivity"] == "Extended both ways": - if end_plate_height > end_plate_height_max: - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if end_plate_height > end_plate_height_max: - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - - # End Plate Width - - # Minimum and Maximum width of End Plate [Ref: Based on reasoning and AISC Design guide 16] - # TODO check for mini width as per AISC after excomm review - - end_plate_width_mini = max(g_1 + (2 * edge_dist_mini), beam_B) - end_plate_width_max = max((beam_B + 25), end_plate_width_mini) - - - - if end_plate_width != 0: - if end_plate_width < end_plate_width_mini: - design_status = False - logger.error(": Width of the End Plate is less than the minimum required value ") - logger.warning(": Minimum End Plate width required is %2.2f mm" % end_plate_width_mini) - logger.info(": Increase the width of End Plate") - if end_plate_width > end_plate_width_max: - design_status = False - logger.error(": Width of the End Plate exceeds the maximum allowed width ") - logger.warning(": Maximum allowed width of End Plate is %2.2f mm" % end_plate_width_max) - logger.info(": Decrease the width of End Plate") - - ####################################################################### - # Check for shear capacity of Friction Grip Bolt bolt (Cl. 10.4.3, IS 800:2007) - # Check for shear and bearing capacities of Bearing bolt (Cl. 10.3.3 and Cl. 10.3.4, IS 800:2007) - # Here, - # Vdsf = nominal shear capacity of Friction Grip Bolt bolt - # V_dsf = nominal shear capacity of Friction Grip Bolt bolt after multiplying the correction factor(s) - # Vdsb = nominal shear capacity of Bearing bolt - # V_dsb = nominal shear capacity of Bearing bolt after multiplying the correction factor(s) - - n_e = 1 # number of effective interfaces offering resistance to shear - factor = 1 - sum_plate_thickness = 2 * end_plate_thickness - - # Calculation of k_b - kb_1 = float(end_dist_mini) / (3 * dia_hole) - kb_2 = (float(pitch_dist_min) / (3 * dia_hole)) - 0.25 - kb_3 = bolt_fu / end_plate_fu - kb_4 = 1.0 - k_b = min(kb_1, kb_2, kb_3, kb_4) - - plate_fu = int(end_plate_fu) - - # Check for long joints (Cl. 10.3.3.1, IS 800:2007) - l_j = beam_d - (2 * beam_tf) - (2 * weld_thickness_flange) - (2 * l_v) - - if bolt_type == "Friction Grip Bolt": - Vdsf = ConnectionCalculations.bolt_shear_friction_grip_bolt(bolt_dia, bolt_fu, mu_f, n_e, dp_bolt_hole_type) - - if l_j > 15 * bolt_dia: - V_dsf = Vdsf * long_joint(bolt_dia, l_j) - else: - V_dsf = Vdsf - bolt_capacity = V_dsf # Capacity of Friction Grip Bolt bolt - bearing_capacity = "N/A" - else: - Vdsb = ConnectionCalculations.bolt_shear(bolt_dia, n_e, bolt_fu) # 1. Check for Shear capacity of bearing bolt - - if l_j > 15 * bolt_dia: - V_dsb = Vdsb * long_joint(bolt_dia, l_j) - else: - V_dsb = Vdsb - - Vdpb = ConnectionCalculations.bolt_bearing(bolt_dia, factor, sum_plate_thickness, k_b, plate_fu) # 2. Check for Bearing capacity of bearing bolt - - V_db = min(V_dsb, Vdpb) # Capacity of bearing bolt (V_db) is minimum of V_dsb and Vdpb - bolt_capacity = V_db - bearing_capacity = Vdpb - - if bolt_type == "Friction Grip Bolt": - bolt_shear_capacity = V_dsf - else: - bolt_shear_capacity = V_dsb - - ####################################################################### - # Check for tension capacities of bolt - - Tdf_1 = (bolt_fy * netarea_shank(bolt_dia) * (1.25 / 1.10)) / 1000 # Here, Tdf_1 is the maximum allowed tension capacity of bolt (Cl 10.4.5, IS 800:2007 ) - - if bolt_type == "Friction Grip Bolt": - Tdf = bolt_tension_friction_grip_bolt(bolt_fu, netArea_thread(bolt_dia)) - bolt_tension_capacity = min(Tdf, Tdf_1) - else: - Tdb = bolt_tension_bearing(bolt_fu, netArea_thread(bolt_dia)) - bolt_tension_capacity = min(Tdb, Tdf_1) - - ####################################################################### - # Calculation for number of bolts - ####################################################################### - - # M_u = Total bending moment in kNm i.e. (External factored moment + Moment due to axial force ) - M_u = factored_moment + ((factored_axial_load * (beam_d / 2 - beam_tf / 2)) / 1000) # kN-m (TODO: Here the axial load is accounted in calculating the bending moment, make corrections after review) - T_flange = (factored_moment * 1000) / ((beam_d - beam_tf) + (factored_axial_load / 2)) # (kN) calculating axial force (tension) in flange due to the moment - - if uiObj["Member"]["Connectivity"] == "Extended both ways": # calculating trial number of bolts for extended both way end plate - - # Number of bolts (N. Subramanian, page 377, equation 5.59) - # TODO : Here 2 is the number of columns of bolt (Check for implementation with excomm) - n = math.sqrt((6 * M_u * 10 ** 3) / (2 * pitch_dist_min * bolt_tension_capacity)) - n = math.ceil(n) - - else: - # calculating trial number of bolts for extended one way and flushed end plate - # TODO: reducing the bolt capacity by 20% conservatively, check and update the design after the excomm review - - n_flange = T_flange / (0.80 * bolt_tension_capacity) # trial number of bolts near the tension flange - n = n_flange + 2 # add 2 bolts near the compression flange to complete the trial required number of bolts in the configuration - - # number_of_bolts = Total number of bolts in the configuration - number_of_bolts = n - - if number_of_bolts <= 20: - - if uiObj["Member"]["Connectivity"] == "Extended both ways": - if number_of_bolts <= 8: - number_of_bolts = 8 - elif 8 < number_of_bolts <= 12: - number_of_bolts = 12 - elif 12 < number_of_bolts <= 16: - number_of_bolts = 16 - elif 16 < number_of_bolts <= 20: - number_of_bolts = 20 - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts <= 6: - number_of_bolts = 6 - elif 6 < number_of_bolts <= 8: - number_of_bolts = 8 - elif 8 < number_of_bolts <= 10: - number_of_bolts = 10 - else: - design_status = False - logger.error(": Number of bolts required exceeds the maximum allowed value ") - logger.warning(": Maximum number of bolts allowed for the selected configuration is 10 [detailing best practice]") - logger.info(": Re-design the connection using a bolt of higher diameter/grade") - - elif uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts <= 4: - number_of_bolts = 4 - elif 4 < number_of_bolts <= 6: - number_of_bolts = 6 - else: - design_status = False - logger.error(": Number of bolts required exceeds the maximum allowed value ") - logger.warning(": Maximum number of bolts allowed for the selected configuration is 6 [detailing best practice]") - logger.info(": Re-design the connection using a bolt of higher diameter/grade") - - # Number of rows of bolt - number_rows = int(number_of_bolts / 2) - - # Number of bolts per column - - n_c = number_rows - # ####################################################################### - # Calculating pitch, gauge, end and edge distances for different cases - - # Case 1: When the height and the width of end plate is not specified by user - if end_plate_height == 0 and end_plate_width == 0: - - if uiObj["Member"]["Connectivity"] == "Flush": - - if number_of_bolts == 4: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * p_fi)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 6: - pitch_distance_1_2 = pitch_dist_min # Distance between the 1st and 2nd row of bolt from top - pitch_distance_2_3 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_1_2) # Distance between 2nd and 3rd row of bolt from top - - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_2_3 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_2_3 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - - if number_of_bolts == 6: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * p_fi)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 8: - pitch_distance_2_3 = pitch_dist_min # Distance between 2nd and 3rd row of bolt from top - pitch_distance_3_4 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_2_3) # Distance between the 3rd and 4th row of bolt from top - - if (pitch_distance_2_3 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_2_3 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 10: - pitch_distance_1_2 = pitch_distance_3_4 = pitch_dist_min # Distance between 1st, 2nd and 3rd, 4th row of bolt from top - pitch_distance_4_5 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_3_4) # Distance between the 4th and 5th row of bolt from top - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min) or (pitch_distance_4_5 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max) or (pitch_distance_4_5 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - else: - if number_of_bolts == 8: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 12: - pitch_distance_2_3 = pitch_distance_4_5 = pitch_dist_min # Distance between 2nd, 3rd and 4th, 5th row of bolt from top - pitch_distance_3_4 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_4_5) - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 16: - pitch_distance_2_3 = pitch_distance_3_4 = pitch_distance_5_6 = pitch_distance_6_7 = pitch_dist_min - pitch_distance_4_5 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_3_4 + pitch_distance_5_6 + pitch_distance_6_7) - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 20: - pitch_distance_1_2 = pitch_distance_9_10 = pitch_dist_min - pitch_distance_3_4 = pitch_distance_4_5 = pitch_distance_6_7 = pitch_distance_7_8 = pitch_dist_min - pitch_distance_5_6 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + (4 * pitch_dist_min)) - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - if uiObj["Member"]["Connectivity"] == "Flush": - end_plate_height_provided = beam_d + (2 * weld_thickness_flange) + (2 * 10) - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts == 6 or number_of_bolts == 8: - end_plate_height_provided = beam_d + p_fo + end_dist_mini + weld_thickness_flange + 10 - elif number_of_bolts == 10: - end_plate_height_provided = beam_d + p_fo + pitch_distance_1_2 + end_dist_mini + weld_thickness_flange + 10 - - else: - if number_of_bolts == 8 or number_of_bolts == 12 or number_of_bolts == 16: - end_plate_height_provided = beam_d + ((2 * weld_thickness_flange) + (2 * l_v) + (2 * end_dist_mini)) - else: - end_plate_height_provided = beam_d + ((2 * weld_thickness_flange) + (2 * l_v) + (2 * pitch_dist_min) + (2 * end_dist_mini)) - - end_plate_width_provided = max(beam_B + 25, g_1 + (2 * edge_dist_mini)) - edge_dist_mini = (end_plate_width_provided - g_1)/2 - - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - end_dist_mini = int(math.ceil(1.7 * dia_hole)) - else: - end_dist_mini = min_edge_distance = int(math.ceil(1.5 * dia_hole)) - - # cross_centre_gauge = end_plate_width_provided - (2 * edge_dist_mini) - cross_centre_gauge = max(float(90), g_1) - - # Case 2: When the height of end plate is specified but the width is not specified by the user - - elif end_plate_height != 0 and end_plate_width == 0: - height_available = end_plate_height # available height of end plate - - if uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts == 4: - pitch_distance = height_available - ((2 * 10) + (2 * weld_thickness_flange) + (2 * beam_tf) + (2 * p_fi)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 6: - pitch_distance_1_2 = pitch_dist_min # Distance between the 1st and 2nd row of bolt from top - pitch_distance_2_3 = height_available - ((2 * 10) + (2 * weld_thickness_flange) + (2 * beam_tf) + (2 * p_fi) + pitch_distance_1_2) # Distance between 2nd and 3rd row of bolt from top - - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_2_3 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_2_3 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - - if number_of_bolts == 6: - pitch_distance = height_available - (min_end_distance + p_fo + (2 * beam_tf) + (2 * p_fi) + 10) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 8: - pitch_distance_2_3 = pitch_dist_min # Distance between 2nd and 3rd row of bolt from top - pitch_distance_3_4 = height_available - (min_end_distance + p_fo + weld_thickness_flange + (2 * beam_tf) + (2 * p_fi) + 10 + pitch_distance_2_3) # Distance between the 3rd and 4th row of bolt from top - - if (pitch_distance_2_3 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_2_3 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 10: - pitch_distance_1_2 = pitch_distance_3_4 = pitch_dist_min # Distance between 1st, 2nd and 3rd, 4th row of bolt from top - pitch_distance_4_5 = height_available - (min_end_distance + pitch_distance_1_2 + p_fo + weld_thickness_flange + (2 * beam_tf) + 10 + (2 * p_fi) + pitch_distance_3_4) # Distance between the 4th and 5th row of bolt from top - - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min) or (pitch_distance_4_5 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max) or (pitch_distance_4_5 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - else: - if number_of_bolts == 8: - pitch_distance = height_available - ((2 * end_dist_mini) + (2 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (2 * l_v)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 12: - pitch_distance_2_3 = pitch_distance_4_5 = pitch_dist_min - pitch_distance_3_4 = height_available - ((2 * end_dist_mini) + (2 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_4_5) - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 16: - pitch_distance_2_3 = pitch_distance_3_4 = pitch_distance_5_6 = pitch_distance_6_7 = pitch_dist_min - pitch_distance_4_5 = height_available - ((2 * end_dist_mini) + (4 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (4 * pitch_dist_min)) - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 20: - pitch_distance_1_2 = pitch_distance_9_10 = pitch_dist_min - pitch_distance_3_4 = pitch_distance_4_5 = pitch_distance_6_7 = pitch_distance_7_8 = pitch_dist_min - pitch_distance_5_6 = height_available - ((2 * end_dist_mini) + (4 * l_v) + (2 * beam_tf) + (4 * weld_thickness_flange) + (6 * pitch_dist_min)) - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - end_plate_height_provided = height_available - end_plate_width_provided = max(beam_B + 25, g_1 + (2 * edge_dist_mini)) - edge_dist_mini = (end_plate_width_provided - g_1) / 2 - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - end_dist_mini = int(math.ceil(1.7 * dia_hole)) - else: - end_dist_mini = min_edge_distance = int(float(1.5 * dia_hole)) - # cross_centre_gauge = end_plate_width_provided - (2 * edge_dist_mini) - - # cross_centre_gauge = max(float(90), float(((2 * min_edge_distance) + beam_tw)))? - cross_centre_gauge = max(float(90), g_1) - - # Case 3: When the height of end plate is not specified but the width is specified by the user - elif end_plate_height == 0 and end_plate_width != 0: - - if uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts == 4: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * p_fi)) - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 6: - pitch_distance_1_2 = pitch_dist_min # Distance between the 1st and 2nd row of bolt from top - pitch_distance_2_3 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_1_2) # Distance between 2nd and 3rd row of bolt from top - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_2_3 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_2_3 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts == 6: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * p_fi)) - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 8: - pitch_distance_2_3 = pitch_dist_min # Distance between 2nd and 3rd row of bolt from top - pitch_distance_3_4 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_2_3) # Distance between the 3rd and 4th row of bolt from top - if (pitch_distance_2_3 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_2_3 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 10: - pitch_distance_1_2 = pitch_distance_3_4 = pitch_dist_min # Distance between 1st, 2nd and 3rd, 4th row of bolt from top - pitch_distance_4_5 = beam_d - ((2 * beam_tf) + (2 * p_fi) + pitch_distance_3_4) # Distance between the 4th and 5th row of bolt from top - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min) or (pitch_distance_4_5 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max) or (pitch_distance_4_5 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - else: - if number_of_bolts == 8: - pitch_distance = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 12: - pitch_distance_2_3 = pitch_distance_4_5 = pitch_dist_min # Distance between 2nd, 3rd and 4th, 5th row of bolt from top - pitch_distance_3_4 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_4_5) - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 16: - pitch_distance_2_3 = pitch_distance_3_4 = pitch_distance_5_6 = pitch_distance_6_7 = pitch_dist_min - pitch_distance_4_5 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_3_4 + pitch_distance_5_6 + pitch_distance_6_7) - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 20: - pitch_distance_1_2 = pitch_distance_9_10 = pitch_dist_min - pitch_distance_3_4 = pitch_distance_4_5 = pitch_distance_6_7 = pitch_distance_7_8 = pitch_dist_min - pitch_distance_5_6 = beam_d - ((2 * beam_tf) + (2 * weld_thickness_flange) + (2 * l_v) + (4 * pitch_dist_min)) - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - if uiObj["Member"]["Connectivity"] == "Flush": - end_plate_height_provided = beam_d + (2 * weld_thickness_flange) + (2 * 10) - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts == 6 or number_of_bolts == 8: - end_plate_height_provided = beam_d + p_fo + end_dist_mini + weld_thickness_flange + 10 - elif number_of_bolts == 10: - end_plate_height_provided = beam_d + p_fo + pitch_distance_1_2 + end_dist_mini + weld_thickness_flange + 10 - else: - if number_of_bolts == 8 or number_of_bolts == 12 or number_of_bolts == 16: - end_plate_height_provided = beam_d + ((2 * weld_thickness_flange) + (2 * l_v) + (2 * end_dist_mini)) - else: - end_plate_height_provided = beam_d + ((2 * weld_thickness_flange) + (2 * l_v) + (2 * pitch_dist_min) + (2 * end_dist_mini)) - - end_plate_width_provided = end_plate_width - # end_plate_width_provided = max(beam_B + 25, g_1 + (2 * edge_dist_mini)) - edge_dist_mini = (end_plate_width_provided - g_1) / 2 - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - end_dist_mini = int(math.ceil(1.7 * dia_hole)) - else: - end_dist_mini = min_edge_distance = int(float(1.5 * dia_hole)) - - # cross_centre_gauge = end_plate_width_provided - (2 * edge_dist_mini) - # cross_centre_gauge = max(float(90), float(((2 * min_edge_distance) + beam_tw))) - cross_centre_gauge = max(float(90), g_1) - - # Case 4: When the height and the width of End Plate is specified by the user - elif end_plate_height != 0 and end_plate_width != 0: - - height_available = end_plate_height - - if uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts == 4: - pitch_distance = height_available - ((2 * 10) + (2 * weld_thickness_flange) + (2 * beam_tf) + (2 * p_fi)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 6: - pitch_distance_1_2 = pitch_dist_min # Distance between the 1st and 2nd row of bolt from top - pitch_distance_2_3 = height_available - ( - (2 * 10) + (2 * weld_thickness_flange) + (2 * beam_tf) + (2 * p_fi) + pitch_distance_1_2) # Distance between 2nd and 3rd row of bolt from top - - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_2_3 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_2_3 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - - if number_of_bolts == 6: - pitch_distance = height_available - (min_end_distance + p_fo + (2 * beam_tf) + (2 * p_fi) + 10) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 8: - pitch_distance_2_3 = pitch_dist_min # Distance between 2nd and 3rd row of bolt from top - pitch_distance_3_4 = height_available - (min_end_distance + p_fo + weld_thickness_flange + (2 * beam_tf) + ( - 2 * p_fi) + 10 + pitch_distance_2_3) # Distance between the 3rd and 4th row of bolt from top - - if (pitch_distance_2_3 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_2_3 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 10: - pitch_distance_1_2 = pitch_distance_3_4 = pitch_dist_min # Distance between 1st, 2nd and 3rd, 4th row of bolt from top - pitch_distance_4_5 = height_available - (min_end_distance + pitch_distance_1_2 + p_fo + weld_thickness_flange + (2 * beam_tf) + 10 + ( - 2 * p_fi) + pitch_distance_3_4) # Distance between the 4th and 5th row of bolt from top - - if (pitch_distance_1_2 < pitch_dist_min) or (pitch_distance_3_4 < pitch_dist_min) or (pitch_distance_4_5 < pitch_dist_min): - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if (pitch_distance_1_2 > pitch_dist_max) or (pitch_distance_3_4 > pitch_dist_max) or (pitch_distance_4_5 > pitch_dist_max): - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - else: - if number_of_bolts == 8: - pitch_distance = height_available - ((2 * end_dist_mini) + (2 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (2 * l_v)) - - if pitch_distance < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - if pitch_distance > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 12: - pitch_distance_2_3 = pitch_distance_4_5 = pitch_dist_min - pitch_distance_3_4 = height_available - ( - (2 * end_dist_mini) + (2 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (2 * l_v) + pitch_distance_2_3 + pitch_distance_4_5) - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_4_5 and pitch_distance_3_4) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 16: - pitch_distance_2_3 = pitch_distance_3_4 = pitch_distance_5_6 = pitch_distance_6_7 = pitch_dist_min - pitch_distance_4_5 = height_available - ((2 * end_dist_mini) + (4 * l_v) + (4 * weld_thickness_flange) + (2 * beam_tf) + (4 * pitch_dist_min)) - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_2_3 and pitch_distance_3_4 and pitch_distance_5_6 and pitch_distance_6_7 and pitch_distance_4_5) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - elif number_of_bolts == 20: - pitch_distance_1_2 = pitch_distance_9_10 = pitch_dist_min - pitch_distance_3_4 = pitch_distance_4_5 = pitch_distance_6_7 = pitch_distance_7_8 = pitch_dist_min - pitch_distance_5_6 = height_available - ((2 * end_dist_mini) + (4 * l_v) + (2 * beam_tf) + (4 * weld_thickness_flange) + (6 * pitch_dist_min)) - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) < pitch_dist_min: - design_status = False - logger.error(": Detailing Error - Pitch distance is smaller than the minimum required value ") - logger.warning(": Minimum required Pitch distance (Clause 10.2.2, IS 800:2007) is % 2.2f mm" % pitch_dist_min) - logger.info(": Re-design the connection using bolt of smaller diameter") - - if (pitch_distance_1_2 and pitch_distance_3_4 and pitch_distance_4_5 and pitch_distance_6_7 and pitch_distance_7_8 and pitch_distance_9_10 and pitch_distance_5_6) > pitch_dist_max: - design_status = False - logger.error(": Detailing Error - Pitch distance is greater than the maximum allowed value ") - logger.warning(": Maximum allowed Pitch distance (Clause 10.2.3, IS 800:2007) is % 2.2f mm" % pitch_dist_max) - logger.info(": Re-design the connection using bolt of higher diameter") - - end_plate_height_provided = height_available - end_plate_width_provided = end_plate_width - cross_centre_gauge = end_plate_width_provided - (2 * edge_dist_mini) - - # end_plate_width_provided = max(beam_B + 25, g_1 + (2 * edge_dist_mini)) - edge_dist_mini = (end_plate_width_provided - g_1) / 2 - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - end_dist_mini = int(math.ceil(1.7 * dia_hole)) - else: - end_dist_mini = min_edge_distance = int(float(1.5 * dia_hole)) - # cross_centre_gauge = end_plate_width_provided - (2 * edge_dist_mini) - # cross_centre_gauge = max(float(90), float(((2 * min_edge_distance) + beam_tw))) - cross_centre_gauge = max(float(90), g_1) - - ####################################################################### - # Validation of calculated Height and Width of End Plate - - if uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts == 4 or number_of_bolts == 6: - if end_plate_height_provided < end_plate_height_mini: - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - if end_plate_height_provided > end_plate_height_max: - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts == 6 or number_of_bolts == 8: - if end_plate_height_provided < end_plate_height_mini: - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - if end_plate_height_provided > end_plate_height_max: - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - else: - if end_plate_height_provided < (end_plate_height_mini + pitch_distance_1_2): - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % (end_plate_height_mini + pitch_distance_1_2)) - logger.info(": Increase the Height of End Plate") - if end_plate_height_provided > (end_plate_height_max + pitch_distance_1_2): - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % (end_plate_height_max + pitch_distance_1_2)) - logger.info(": Decrease the Height of End Plate") - - else: - if number_of_bolts == 8 or number_of_bolts == 12 or number_of_bolts == 16: - if end_plate_height_provided < end_plate_height_mini: - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - if end_plate_height_provided > end_plate_height_max: - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - - elif number_of_bolts == 20: - if end_plate_height_provided < (end_plate_height_mini + (2 * pitch_dist_min)): - design_status = False - logger.error(": Height of End Plate is less than the minimum required height") - logger.warning(": Minimum End Plate height required is %2.2f mm" % end_plate_height_mini) - logger.info(": Increase the Height of End Plate") - if end_plate_height_provided > (end_plate_height_max + (2 * pitch_dist_min)): - design_status = False - logger.error(": Height of End Plate exceeds the maximum allowed height") - logger.warning(": Maximum allowed height of End Plate is %2.2f mm" % end_plate_height_max) - logger.info(": Decrease the Height of End Plate") - - if end_plate_width_provided < end_plate_width_mini: - design_status = False - logger.error(": Width of the End Plate is less than the minimum required value ") - logger.warning(": Minimum End Plate width required is %2.2f mm" % end_plate_width_mini) - logger.info(": Increase the width of End Plate") - - if end_plate_width_provided > end_plate_width_max: - design_status = False - logger.error(": Width of the End Plate exceeds the maximum allowed width ") - logger.warning(": Maximum allowed width of End Plate is %2.2f mm" % end_plate_width_max) - logger.info(": Decrease the width of End Plate") - - # TODO: Check the range and add reference for the below g_1 values - ####################################################################### - # Validation of calculated cross-centre gauge distance - if cross_centre_gauge < 90: - design_status = False - logger.error(": The cross-centre gauge is less than the minimum required value (Steel designers manual, page 733, 6th edition - 2003) ") - logger.warning(": The minimum required value of cross centre gauge is %2.2f mm" % g_1) - logger.info(": Increase the width of the End Plate or decrease the diameter of the bolt") - if cross_centre_gauge > 160: - design_status = False - logger.error(": The cross-centre gauge is greater than the maximum allowed value (Steel designers manual, page 733, 6th edition - 2003) ") - logger.warning(": The maximum allowed value of cross centre gauge is 140 mm") - logger.info(": Decrease the width of the End Plate or increase the diameter of the bolt") - - ####################################################################### - # Calculation of Tension in bolts - # Assuming the Neutral axis to pass through the centre of the bottom flange - # T1, T2, ..., Tn are the Tension in the bolts starting from top of the end plate and y1, y2, ..., yn are its corresponding distances from N.A - - if number_of_bolts == 4: # flush ep - y1 = beam_d - (beam_tf / 2) - beam_tf - p_fi - y2 = (beam_tf / 2) + p_fi - y = (y1 ** 2 + y2 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - - elif number_of_bolts == 6: - - if uiObj["Member"]["Connectivity"] == "Extended one way": - y1 = (beam_d - beam_tf / 2) + p_fo - y2 = y1 - (p_fo + beam_tf + p_fi) - y3 = (beam_tf / 2) + p_fi - y = (y1 ** 2 + y2 ** 2 + y3 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - - elif uiObj["Member"]["Connectivity"] == "Flush": - y1 = beam_d - (beam_tf / 2) - beam_tf - p_fi - y2 = y1 - pitch_distance_1_2 - y3 = (beam_tf / 2) + p_fi - y = (y1 ** 2 + y2 ** 2 + y3 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * (T1 + T2) - tension_critical_bolt = T1 - - elif number_of_bolts == 8: - - if uiObj["Member"]["Connectivity"] == "Extended one way": - y1 = (beam_d - beam_tf / 2) + p_fo - y2 = y1 - (p_fo + beam_tf + p_fi) - y3 = y2 - pitch_distance_2_3 - y4 = (beam_tf / 2) + p_fi - y = (y1 ** 2 + y2 ** 2 + y3 ** 2 + y4 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - - elif uiObj["Member"]["Connectivity"] == "Extended both ways": - y1 = (beam_d - beam_tf / 2) + weld_thickness_flange + l_v - y2 = y1 - ((2 * l_v) + (2 * weld_thickness_flange) + beam_tf) - y3 = weld_thickness_flange + l_v + (beam_tf / 2) - y = (y1 ** 2 + y2 ** 2 + y3 ** 2) - - # Tension in bolt is divided by 2 because there is two columns of bolt - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - T3 = (M_u * 10 ** 3 * y3) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - else: - pass - - elif number_of_bolts == 10: # extended one way - y1 = (beam_d - beam_tf / 2) + p_fo + pitch_distance_1_2 - y2 = y1 - pitch_distance_1_2 - y3 = y2 - p_fo - beam_tf - p_fi - y4 = y3 - pitch_distance_3_4 - y5 = (beam_tf / 2) + p_fi - y = (y1 ** 2 + y2 ** 2 + y3 ** 2 + y4 ** 2 + y5 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) # Here, T1 is the tension in the topmost bolt (i.e. critical bolt) starting from the tension flange - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * (T1 + T2) - tension_critical_bolt = T1 - - elif number_of_bolts == 12: # extended both ways - y1 = (beam_d - beam_tf / 2) + weld_thickness_flange + l_v - y2 = y1 - ((2 * l_v) + (2 * weld_thickness_flange) + beam_tf) - y3 = y2 - pitch_distance_2_3 - y4 = (beam_tf / 2) + weld_thickness_flange + l_v + pitch_dist_min - y5 = y4 - pitch_distance_4_5 - y = (y1 ** 2 + y2 ** 2 + y3 ** 2 + y4 ** 2 + y5 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - T3 = (M_u * 10 ** 3 * y3) / (2 * y) - T4 = (M_u * 10 ** 3 * y4) / (2 * y) - T5 = (M_u * 10 ** 3 * y5) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - - elif number_of_bolts == 16: # extended both ways - y1 = (beam_d - beam_tf / 2) + weld_thickness_flange + l_v - y2 = y1 - ((2 * l_v) + (2 * weld_thickness_flange) + beam_tf) - y3 = y2 - pitch_distance_2_3 - y4 = y3 - pitch_distance_3_4 - y5 = (beam_tf / 2) + weld_thickness_flange + l_v + (2 * pitch_dist_min) - y6 = y5 - pitch_distance_5_6 - y7 = y6 - pitch_distance_6_7 - y = (y1 ** 2 + y2 ** 2 + y3 ** 2 + y4 ** 2 + y5 ** 2 + y6 ** 2 + y7 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - T3 = (M_u * 10 ** 3 * y3) / (2 * y) - T4 = (M_u * 10 ** 3 * y4) / (2 * y) - T5 = (M_u * 10 ** 3 * y5) / (2 * y) - T6 = (M_u * 10 ** 3 * y6) / (2 * y) - T7 = (M_u * 10 ** 3 * y7) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * T1 - tension_critical_bolt = T1 - - elif number_of_bolts == 20: # extended both ways - y1 = (beam_d - beam_tf / 2) + weld_thickness_flange + l_v + pitch_distance_1_2 - y2 = y1 - pitch_distance_1_2 - y3 = y2 - (beam_tf + (2 * l_v) + (2 * weld_thickness_flange)) - y4 = y3 - pitch_distance_3_4 - y5 = y4 - pitch_distance_4_5 - y6 = y5 - pitch_distance_5_6 - y7 = y6 - pitch_distance_6_7 - y8 = y7 - pitch_distance_7_8 - y = (y1 ** 2 + y2 ** 2 + y3 ** 2 + y4 ** 2 + y5 ** 2 + y6 ** 2 + y7 ** 2 + y8 ** 2) - - T1 = (M_u * 10 ** 3 * y1) / (2 * y) - T2 = (M_u * 10 ** 3 * y2) / (2 * y) - T3 = (M_u * 10 ** 3 * y3) / (2 * y) - T4 = (M_u * 10 ** 3 * y4) / (2 * y) - T5 = (M_u * 10 ** 3 * y5) / (2 * y) - T6 = (M_u * 10 ** 3 * y6) / (2 * y) - T7 = (M_u * 10 ** 3 * y7) / (2 * y) - T8 = (M_u * 10 ** 3 * y8) / (2 * y) - - T_f = (T1 * (beam_d - beam_tf)) / y1 - v_st = 2 * (T1 + T2) - tension_critical_bolt = T1 - - else: - design_status = False - - ####################################################################### - # Calculating actual required thickness of End Plate (tp_required) as per bending criteria - ####################################################################### - - # Calculating Prying force in the bolt - # NOte: We have used thick plate approach for the ep design. In this approach it is assumed that there will not be any prying force acting on the bolt since the ep is sufficiently thick - # However, we are incorporating the prying force in the bolt check to be more conservative and was also recommended by the Expert committee (Excomm) - - b_e = end_plate_width_provided / 2 - if uiObj['bolt']['bolt_type'] == "pre-tensioned": - beta = float(1) - else: - beta = float(2) - eta = 1.5 - f_0 = 0.7 * (bolt_fu / 1000) # kN/mm**2 - l_e = min(float(end_dist_mini), float(1.1 * end_plate_thickness * math.sqrt((beta * f_0 * 10 ** 3) / bolt_fy))) - - # Calculating T_e for all the configurations and connectivity types - - if number_of_bolts == 4: - T_e = max(T_flange / 2, 0) - elif number_of_bolts == 6: - T_e = max(T_flange / 4, 0) - elif number_of_bolts == 8: - if uiObj["Member"]["Connectivity"] == "Extended one way": - T_e = max(T_flange / 6, 0) - else: - T_e = max(T_flange / 4, 0) - elif number_of_bolts == 10: - T_e = max(T_flange / 8, 0) - elif number_of_bolts == 12 or 16 or 20: - T_e = max((T_flange / (number_of_bolts / 2)), 0) - else: - pass - - Q = round(prying_force(T_e, p_fo or l_v, l_e, beta, eta, f_0, b_e, end_plate_thickness), 3) - - # Check for tension in the critical bolt - if tension_critical_bolt >= bolt_tension_capacity: - design_status = False - logger.error(": Tension in the critical bolt exceeds its tension carrying capacity") - if bolt_type == "Friction Grip Bolt": - logger.warning(": Maximum allowed tension in the critical bolt of selected diameter is %2.2f mm (Clause 10.4.5, IS 800:2007)" % bolt_tension_capacity) - else: - logger.warning(": Maximum allowed tension in the critical bolt of selected diameter is %2.2f mm (Clause 10.3.5, IS 800:2007)" % bolt_tension_capacity) - logger.info(": Increase bolt diameter/grade") - Q_allowable = float(0) - else: - Q_allowable = round(bolt_tension_capacity - tension_critical_bolt, 3) # check for allowable prying force in each of the critical bolt of the configuration - - # Check for prying force in each bolt - if Q > Q_allowable: - design_status = False - logger.error(": Prying force in the critical bolt exceeds its allowable limit") - logger.warning(": Maximum allowed prying force in the critical bolt is %2.2f kN" % Q_allowable) - logger.info(": Increase end plate thickness or bolt diameter") - else: - pass - - # Finding the end plate thickness (taking moment about toe of weld and equating with the plastic moment capacity of the end plate) - M_p = round(((T_e * p_fo) - (Q * l_e)), 3) # kN-mm - tp_required = math.sqrt((M_p * 10 ** 3 * 1.10 * 4) / (end_plate_fy * b_e)) - tp_provided = math.ceil(tp_required / 2.) * 2 - - if end_plate_thickness < tp_provided: - design_status = False - logger.error(": Chosen end plate thickness in not sufficient") - logger.warning(": Minimum required thickness of end plate is %2.2f mm" % math.ceil(tp_required)) - logger.info(": Increase end plate thickness") - else: - pass - - # Check for tension in the critical bolt - - # Tension in critical bolt due to external factored moment + prying action - T_b = tension_critical_bolt + Q - - if bolt_type == "Friction Grip Bolt": - if T_b >= Tdf: - design_status = False - logger.error(": Tension acting on the critical bolt exceeds its tension carrying capacity ") - logger.warning(": Maximum allowed tension on Friction Grip Bolt bolt (Clause 10.4.5, IS 800:2007) of selected diameter is %2.2f kN" % Tdf) - logger.info(": Re-design the connection using bolt of higher diameter or grade") - else: - if T_b >= Tdb: - design_status = False - logger.error(": Tension acting on the critical bolt exceeds its tension carrying capacity ") - logger.warning(": Maximum allowed tension on Bearing bolt (Clause 10.3.5, IS 800:2007) of selected diameter is %2.2f kN" % Tdb) - logger.info(": Re-design the connection using bolt of higher diameter or grade") - - ####################################################################### - # Moment demand of End Plate - M_d = ((tp_required ** 2 * end_plate_fy * b_e) / 4.4 * 1000) * 10 ** -6 # kN-m - - # Moment Capacity of End Plate - M_c = ((tp_provided ** 2 * end_plate_fy * b_e) / 4.4 * 1000) * 10 ** -6 # kN-m - - if M_d > M_c: - design_status = False - logger.error(": The moment demand on end plate exceeds its moment carrying capacity") - logger.warning(": The moment carrying capacity of end plate is %2.2f kNm" % M_c) - logger.info(": Increase end plate thickness") - - ####################################################################### - # Check for Combined shear and tension capacity of bolt - - # 1. Friction Grip Bolt bolt (Cl. 10.4.6, IS 800:2007) - # Here, Vsf = Factored shear load acting on single bolt, Vdf = shear capacity of single Friction Grip Bolt bolt - # Tf = External factored tension acting on a single Friction Grip Bolt bolt, Tdf = Tension capacity of single Friction Grip Bolt bolt - - # 2. Bearing bolt (Cl. 10.3.6, IS 800:2007) - # Here, Vsb = Factored shear load acting on single bolt, Vdb = shear capacity of single bearing bolt - # Tb = External factored tension acting on single bearing bolt, Tdb = Tension capacity of single bearing bolt - - if bolt_type == "Friction Grip Bolt": - Vsf = factored_shear_load / float(number_of_bolts) - Vdf = V_dsf - Tf = T_b - else: - Vsb = factored_shear_load / float(number_of_bolts) - Vdb = V_db - Tb = T_b - - if bolt_type == "Friction Grip Bolt": - combined_capacity = (Vsf / Vdf) ** 2 + (Tf / Tdf) ** 2 - - if combined_capacity > 1.0: - design_status = False - logger.error(": Load due to combined shear and tension on selected Friction Grip Bolt bolt exceeds the limiting value") - logger.warning(": The maximum allowable value is 1.0 (Clause 10.4.6, IS 800:2007)") - logger.info(": Re-design the connection using bolt of higher diameter or grade") - else: - combined_capacity = (Vsb / Vdb) ** 2 + (Tb / Tdb) ** 2 - - if combined_capacity > 1.0: - design_status = False - logger.error(": Load due to combined shear and tension on selected Bearing Bolt exceeds the limiting value") - logger.warning(": The maximum allowable value is 1.0 (Clause 10.3.6, IS 800:2007)") - logger.info(": Re-design the connection using bolt of higher diameter or grade") - - ####################################################################### - # Check for Shear yielding and shear rupture of end plate - - # 1. Shear yielding of end plate (Clause 8.4.1, IS 800:2007) - # if end_plate_width != 0: - # A_v = end_plate_width_provided * tp_provided # gross shear area of end plate - # else: - - A_v = end_plate_width_provided * tp_provided # gross shear area of end plate - V_d = shear_yielding(A_v, end_plate_fy) - - if V_d < factored_shear_load: - design_status = False - logger.error(": The End Plate might yield due to Shear") - logger.warning(": The minimum required shear yielding capacity is %2.2f kN" % factored_shear_load) - logger.info(": Increase the thickness of End Plate") - - # 2. Shear rupture of end plate (Clause 8.4.1, IS 800:2007) - A_vn = A_v - (number_of_bolts * dia_hole) - R_n = shear_rupture(A_vn, end_plate_fu) - - if R_n < factored_shear_load: - design_status = False - logger.error(": The End Plate might rupture due to Shear") - logger.warning(": The minimum shear rupture capacity required is %2.2f kN" % factored_shear_load) - logger.info(": Increase the thickness of End Plate") - - # TODO add block shear check - - ####################################################################### - # Member Checks - # Strength of flange under Compression (Reference: Example 5.23 & 5.27, Design of Steel structures by Dr. N. Subramanian) - - A_f = beam_B * beam_tf # area of beam flange - capacity_beam_flange = ((beam_fy / 1.10) * A_f) / 1000 # kN - force_flange = T_flange # T_flange will act as compressive force at the compression flange - # force_flange = (M_u * 10 ** 3 / (beam_d - beam_tf)) + (factored_axial_load / 2) - - if capacity_beam_flange < force_flange: - design_status = False - logger.error(": Force acting on the compression flange is greater than its load carrying capacity") - logger.warning(": The maximum allowable force on the beam flange for the selected section is %2.2f kN" % capacity_beam_flange) - logger.info(": Use a deeper beam section with wider and/or thicker flange") - - ####################################################################### - # Design of Weld - ####################################################################### - - if uiObj["Weld"]["Type"] == "Fillet Weld": - - # Assumption: The size of weld at flange will be greater than the size of weld at the web - # Weld at flange resists bending moment whereas the weld at web resists shear + axial load - - # Ultimate and yield strength of welding material is assumed as Fe410 (E41 electrode) - # (Reference: Design of Steel structures by Dr. N. Subramanian) - - # Minimum weld size (mm) - # Minimum weld size at flange (for drop-down list) - # Minimum weld size (tw_minimum) depends on the thickness of the thicker part (Table 21, IS 800:2007) - - t_thicker = max(beam_tf, beam_tw, tp_provided) - t_thinner_weld = min(beam_tf, beam_tw, tp_provided) - - if t_thicker <= 10.0: - tw_minimum = 3 - elif t_thicker > 10.0 and t_thicker <= 20.0: - tw_minimum = 5 - elif t_thicker > 20.0 and t_thicker <= 32.0: - tw_minimum = 6 - elif t_thicker > 32.0 and t_thicker <= 50.0: - tw_minimum = 8 - - if weld_thickness_flange < tw_minimum: - design_status = False - logger.error(": Selected weld size at flange is less than the minimum required value") - logger.warning(": Minimum weld size required at flange (as per Table 21, IS 800:2007) is %2.2f mm " % tw_minimum) - logger.info(": Increase the weld size at flange") - - if weld_thickness_web < tw_minimum: - design_status = False - logger.error(": Selected weld size at web is less than the minimum required value") - logger.warning(": Minimum weld size required at web (as per Table 21, IS 800:2007) is %2.2f mm " % tw_minimum) - logger.info(": Increase the weld size at web") - - - # Design of weld at flange - # Capacity of unit weld (Clause 10.5.7, IS 800:2007) - k = 0.7 # constant (Table 22, IS 800:2007) - t_te = max(3, (0.7 * t_thinner_weld)) # effective throat thickness (Cl. 10.5.3.1, IS 800:2007) - - # capacity_unit_flange is the capacity of weld of unit throat thickness - capacity_unit_flange = (k * weld_fu_govern) / (math.sqrt(3) * gamma_mw) # N/mm**2 or MPa - - # Calculating the effective length of weld at the flange - L_effective_flange = ((2 * beam_B) + (2 * (beam_B - beam_tw - beam_R1))) - (6 * weld_thickness_flange) # mm - - # Calculating the area of weld at flange (a_weld_flange) - a_weld_flange = L_effective_flange * t_te # mm**2 - - # Calculating stresses on weld - # Assumption: The weld at flanges are designed to carry Factored external moment and moment due to axial load, - # whereas, the weld at beam web are designed to resist factored shear force and axial loads - - # 1. Direct stress (DS) - - # Since there is no direct stress (DS_flange) acting on weld at flange, the value of direct stress will be zero - DS_flange = 0 - - # 2. Bending Stress (BS) - # Finding section modulus i.e. Z = Izz / y (Reference: Table 6.7, Design of Steel structures by Dr. N. Subramanian) - # Z = (beam_B * beam_d) + (beam_d ** 2 / 3) # mm **3 - Z = (beam_B + (beam_B - beam_tw - (2 * beam_R1) - (6 * weld_thickness_flange))) * beam_d # mm **3 - BS_flange = (M_u * 10 ** 3) / Z - - # Resultant (R) - R = math.sqrt(DS_flange ** 2 + BS_flange ** 2) - - # Actual required size of weld - t_weld_flange_actual = math.ceil((R * 10 ** 3) / capacity_unit_flange) # mm - - if t_weld_flange_actual % 2 == 0: - t_weld_flange = t_weld_flange_actual - else: - t_weld_flange = t_weld_flange_actual + 1 - - if weld_thickness_flange < t_weld_flange: - design_status = False - logger.error(": Weld size at the flange is not sufficient") - logger.warning(": Minimum weld size required is %2.2f mm " % t_weld_flange_actual) - logger.info(": Increase the weld size at flange") - if weld_thickness_flange > min(beam_tf, tp_provided): - design_status = False - logger.error(": Weld size at the flange exceeds the maximum allowed value") - logger.warning(": Maximum allowed weld size at the flange is %2.2f mm" % min(beam_tf, tp_provided)) - logger.info(": Decrease the weld size at flange") - - # Design of weld at web - - t_weld_web = int(min(beam_tw, tp_required)) - - if t_weld_web % 2 == 0: - t_weld_web = t_weld_web - else: - t_weld_web -= 1 - - if t_weld_web > t_weld_flange: - t_weld_web = t_weld_flange - else: - t_weld_web = t_weld_web - - if weld_thickness_web < t_weld_web: - design_status = False - logger.error(": Weld size at the web is not sufficient") - logger.warning(": Minimum weld size required is %2.2f mm" % t_weld_web) - logger.info(": Increase the weld size at web") - if weld_thickness_web > int(min(beam_tw, tp_required)): - design_status = False - logger.error(": Weld size at the web exceeds the maximum allowed value") - logger.warning(": Maximum allowed weld size at the web is %2.2f mm" % int(min(beam_tw, tp_required))) - logger.info(": Decrease the weld size at web") - - if (weld_thickness_flange or weld_thickness_web) > (2 * tw_minimum): - logger.warning(": The required weld size is higher, It is recommended to provide full penetration butt weld") - - ####################################################################### - # Weld Checks - # Check for stresses in weld due to individual force (Clause 10.5.9, IS 800:2007) - - # Weld at flange - # 1. Check for normal stress - - f_a_flange = (force_flange * 10 ** 3) / (t_te * L_effective_flange) # Here, 3 mm is the effective minimum throat thickness - - # Design strength of fillet weld (Clause 10.5.7.1.1, IS 800:2007) - f_wd = weld_fu_govern / (math.sqrt(3) * gamma_mw) - - if f_a_flange > f_wd: - design_status = False - logger.error(": The stress in weld at flange exceeds the limiting value") - logger.warning(": Maximum stress weld can carry is %2.2f N/mm^2 (Clause 10.5.7.1.1, IS 800:2007)" % f_wd) - logger.info(": Increase the Ultimate strength of weld and/or length of weld") - - # Weld at web - L_effective_web = 2 * ((beam_d - (2 * beam_tf) - (2 * beam_R1)) - (2 * weld_thickness_web)) - - # 1. Check for normal stress (Clause 10.5.9, IS 800:2007) - f_a_web = factored_axial_load * 10 ** 3 / (t_te * L_effective_web) - - # 2. Check for shear stress - q_web = factored_shear_load * 10 ** 3 / (t_te * L_effective_web) - - # 3. Combination of stress (Clause 10.5.10.1.1, IS 800:2007) - - f_e = math.sqrt(f_a_web ** 2 + (3 * q_web ** 2)) - - if f_e > f_wd: - design_status = False - logger.error(": The stress in weld due to combination of shear and axial force at web exceeds the limiting value") - logger.warning(": Maximum stress due to combination of forces the weld can carry is %2.2f N/mm^2 (Clause 10.5.10.1.1, IS 800:2007)" % f_wd) - logger.info(": Increase the Ultimate strength of weld and/or length of weld") - - else: - k = 1 - weld_size_butt = end_plate_thickness - - - ####################################################################### - # Design of Stiffener - - # TODO: add material strengths for below condition (design preference?) - stiffener_fy = beam_fy - stiffener_fu = beam_fu - - # Thickness of stiffener - ts1 = beam_tw - ts2 = (beam_fy / stiffener_fy) * beam_tw - thickness_stiffener = math.ceil(max(ts1, ts2)) - - thickness_stiffener_provided = math.ceil(thickness_stiffener / 2.) * 2 # round off to the nearest higher multiple of two - - # size of notch (n_s) in the stiffener - if uiObj["Weld"]["Type"] == "Fillet Weld": - n_s = weld_thickness_flange + 5 - else: - n_s = 5 - - # calculating effective length of the stiffener and the weld - l_st_effective = ((v_st * 10 ** 3 * math.sqrt(3) * 1.10) / (thickness_stiffener_provided * stiffener_fy)) + n_s # calculating effective length of the stiffener as per shear criteria - - if uiObj["Weld"]["Type"] == "Fillet Weld": - l_weld_effective = ((v_st * 10 ** 3 * math.sqrt(3) * gamma_mw) / (2 * k * weld_thickness_flange * weld_fu_govern)) - (2 * weld_thickness_flange) # effective required length of weld (either sides) as per weld criteria - else: - l_weld_effective = ((v_st * 10 ** 3 * math.sqrt(3) * gamma_mw) / (2 * k * weld_size_butt * weld_fu_govern)) - - # Height of stiffener (h_st) (mm) - # TODO: Do calculation for actual height of end plate above - - if uiObj["Member"]["Connectivity"] == "Extended one way": - h_st = end_plate_height_provided - beam_d - weld_thickness_flange - 10 - elif uiObj["Member"]["Connectivity"] == "Extended both ways": - h_st = (end_plate_height_provided - beam_d) / 2 - else: - w_st = (end_plate_width_provided - beam_tw) / 2 # width in case of flush end plate - - if uiObj["Member"]["Connectivity"] == "Flush": - l_st = max(l_st_effective, (l_weld_effective / 2)) # taking the maximum length out of the two possibilities - else: - # Length of stiffener (l_st) (as per AISC, DG 16 recommendations) - cf = math.pi / 180 # conversion factor to convert degree into radian - l_stiffener = math.ceil(((h_st - 25) / math.tan(30 * cf)) + 25) - - l_st = max(l_st_effective, (l_weld_effective / 2), l_stiffener) # taking the maximum length out of the three possibilities - - # Length and size of weld for the stiffener (on each side) - l_weld_st = l_st # length of weld provided along the length of the stiffener - - if uiObj["Member"]["Connectivity"] == "Flush": - w_weld_st = w_st # length of weld to be provided along the width of the stiffener - - if uiObj["Weld"]["Type"] == "Fillet Weld": - z_weld_st = min(weld_thickness_web, thickness_stiffener_provided) # size of weld for stiffener at web - else: - z_weld_st = thickness_stiffener_provided - else: - h_weld_st = h_st # length of weld provided along the height of the stiffener - - if uiObj["Weld"]["Type"] == "Fillet Weld": - z_weld_st = min(weld_thickness_flange, thickness_stiffener_provided) # size of weld for stiffener at flange - else: - z_weld_st = thickness_stiffener_provided - - # Check for Moment in stiffener - - # Calculating the eccentricity (e) of the bolt group - - if uiObj["Member"]["Connectivity"] == "Extended one way" or uiObj["Member"]["Connectivity"] == "Extended both ways": - if number_of_bolts == 6 or 8 or 12 or 16: - e = h_st - end_dist_mini - elif number_of_bolts == 10 or 20: - e = h_st - end_dist_mini - (pitch_distance_1_2 / 2) - else: - if number_of_bolts == 4: - e = pitch_dist_min - s = beam_tf + p_fi + pitch_dist_min # s is the distance of the stiffener from the outer edge of the beam flange to the outer edge of the stiffener plate - elif number_of_bolts == 6: - e = pitch_dist_min + (pitch_distance_1_2 / 2) - s = beam_tf + p_fi + pitch_distance_1_2 + pitch_dist_min - - # Moment in stiffener (M_st) - M_st = v_st * e - - # Moment capacity of stiffener - M_capacity_st = ((l_st ** 2 * thickness_stiffener_provided * stiffener_fy) / (4 * 1.10)) * 10 ** -3 - - if M_st > M_capacity_st: - design_status = False - logger.error(": The moment in stiffener exceeds its moment carrying capacity") - logger.warning(": The moment carrying capacity of the stiffener is % 2.2f mm" % M_capacity_st) - logger.info(": Increase the length and/or thickness of the stiffener") - - # Check in weld for the combined forces - - f_a = M_st / (2 * ((k * z_weld_st * l_weld_st ** 2) / 4)) - q = v_st / (2 * l_weld_st * 0.7 * z_weld_st) - f_e = (math.sqrt(f_a ** 2 + (3 * q ** 2))) * 10 ** 3 - - if f_e > (weld_fu / (math.sqrt(3) * gamma_mw)): - - # updating weld size - - if uiObj["Member"]["Connectivity"] == "Flush": - z_weld_st = max(weld_thickness_web, thickness_stiffener_provided) # updated size of weld for stiffener at web - else: - z_weld_st = max(weld_thickness_flange, thickness_stiffener_provided) # updated size of weld for stiffener at flange - - f_a = M_st / (2 * ((k * z_weld_st * l_weld_st ** 2) / 4)) - q = v_st / (2 * l_weld_st * 0.7 * z_weld_st) - f_e = (math.sqrt(f_a ** 2 + (3 * q ** 2))) * 10 ** 3 - - if f_e > (weld_fu / (math.sqrt(3) * gamma_mw)): - design_status = False - logger.error(": The stress in the weld at stiffener subjected to a combination of normal and shear stress exceeds the maximum allowed value") - logger.warning(": Maximum allowed stress in the weld under combined loading is % 2.2f N/mm^2 (Cl. 10.5.10, IS 800:2007)" % f_e) - logger.info(": Increase the size of weld at the stiffener") - else: - pass - - # TODO: Is the below check required? - # Check of stiffener against local buckling - # E = 2 * 10 ** 5 # MPa - # ts_required = 1.79 * h_st * stiffener_fy / E # mm - - # if thickness_stiffener_provided < ts_required: - # design_status = False - # logger.error(": The thickness of stiffener is not sufficient") - # logger.error(": The stiffener might buckle locally (AISC Design guide 16)") - # logger.warning(": Minimum required thickness of stiffener to prevent local bucklimg is % 2.2f mm" % ts_required) - # logger.info(": Increase the thickness of stiffener") - - else: - design_status = False - logger.error(": The number of bolts exceeds 20") - logger.warning(": Maximum number of bolts that can be accommodated in Extended End plate configuration is 20") - logger.info(": Re-design the connection") - -######################################################################################################################## - # End of Calculation - # Output dictionary for different cases - if number_of_bolts <= 20: - - outputobj = {} - outputobj['Bolt'] = {} - outputobj['Bolt']['status'] = design_status - outputobj['Bolt']['CriticalTension'] = round(T_b, 3) - outputobj['Bolt']['TensionCapacity'] = round(bolt_tension_capacity, 3) - outputobj['Bolt']['ShearCapacity'] = round(bolt_shear_capacity, 3) - outputobj['Bolt']['BearingCapacity'] = bearing_capacity - outputobj['Bolt']['BoltCapacity'] = round(bolt_capacity, 3) - outputobj['Bolt']['CombinedCapacity'] = round(combined_capacity, 3) - outputobj['Bolt']['NumberOfBolts'] = int(number_of_bolts) - outputobj['Bolt']['NumberOfRows'] = int(round(number_rows, 3)) - outputobj['Bolt']['BoltsPerColumn'] = int(n_c) - outputobj['Bolt']['kb'] = float(round(k_b, 3)) - outputobj['Bolt']['SumPlateThick'] = float(round(sum_plate_thickness, 3)) - outputobj['Bolt']['BoltFy'] = bolt_fy - - if bolt_type == "Friction Grip Bolt": - outputobj['Bolt']['Vsf'] = float(round(Vsf, 3)) - outputobj['Bolt']['Vdf'] = float(round(Vdf, 3)) - outputobj['Bolt']['Tf'] = float(round(Tf, 3)) - outputobj['Bolt']['Tdf'] = float(round(Tdf, 3)) - else: - outputobj['Bolt']['Vsb'] = float(round(Vsb, 3)) - outputobj['Bolt']['Vdb'] = float(round(Vdb, 3)) - outputobj['Bolt']['Tb'] = float(round(Tb, 3)) - outputobj['Bolt']['Tdb'] = float(round(Tdb, 3)) - - outputobj['Bolt']['PitchMini'] = pitch_dist_min - outputobj['Bolt']['PitchMax'] = pitch_dist_max - outputobj['Bolt']['EndMax'] = end_dist_max - outputobj['Bolt']['EndMini'] = end_dist_mini - outputobj['Bolt']['DiaHole'] = int(dia_hole) - - if uiObj["Member"]["Connectivity"] == "Flush": - if number_of_bolts == 4: - outputobj['Bolt']['Pitch'] = float(pitch_distance) - elif number_of_bolts == 6: - outputobj['Bolt']['Pitch12'] = float(pitch_distance_1_2) - outputobj['Bolt']['Pitch23'] = float(pitch_distance_2_3) - - outputobj['Bolt']['TensionCritical'] = round(tension_critical_bolt, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if number_of_bolts == 6: - outputobj['Bolt']['Pitch23'] = float(pitch_distance) - elif number_of_bolts == 8: - outputobj['Bolt']['Pitch23'] = float(pitch_distance_2_3) - outputobj['Bolt']['Pitch34'] = float(pitch_distance_3_4) - elif number_of_bolts == 10: - outputobj['Bolt']['Pitch12'] = float(pitch_distance_1_2) - outputobj['Bolt']['Pitch34'] = float(pitch_distance_3_4) - outputobj['Bolt']['Pitch45'] = float(pitch_distance_4_5) - - outputobj['Bolt']['TensionCritical'] = round(tension_critical_bolt, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - - else: - if number_of_bolts == 8: - outputobj['Bolt']['Pitch'] = float(pitch_distance) - outputobj['Bolt']['TensionCritical'] = round(T1, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - elif number_of_bolts == 12: - outputobj['Bolt']['Pitch23'] = float(pitch_distance_2_3) - outputobj['Bolt']['Pitch34'] = float(pitch_distance_3_4) - outputobj['Bolt']['Pitch45'] = float(pitch_distance_4_5) - outputobj['Bolt']['TensionCritical'] = round(T1, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - elif number_of_bolts == 16: - outputobj['Bolt']['Pitch23'] = float(pitch_distance_2_3) - outputobj['Bolt']['Pitch34'] = float(pitch_distance_3_4) - outputobj['Bolt']['Pitch45'] = float(pitch_distance_4_5) - outputobj['Bolt']['Pitch56'] = float(pitch_distance_5_6) - outputobj['Bolt']['Pitch67'] = float(pitch_distance_6_7) - outputobj['Bolt']['TensionCritical'] = round(T1, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - elif number_of_bolts == 20: - outputobj['Bolt']['Pitch12'] = float(pitch_distance_1_2) - outputobj['Bolt']['Pitch34'] = float(pitch_distance_3_4) - outputobj['Bolt']['Pitch45'] = float(pitch_distance_4_5) - outputobj['Bolt']['Pitch56'] = float(pitch_distance_5_6) - outputobj['Bolt']['Pitch67'] = float(pitch_distance_6_7) - outputobj['Bolt']['Pitch78'] = float(pitch_distance_7_8) - outputobj['Bolt']['Pitch910'] = float(pitch_distance_9_10) - outputobj['Bolt']['TensionCritical'] = round(T1, 3) # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = Q - - outputobj['Bolt']['Gauge'] = float(gauge_dist_min) - outputobj['Bolt']['CrossCentreGauge'] = float(cross_centre_gauge) - outputobj['Bolt']['End'] = float(end_dist_mini) - outputobj['Bolt']['Edge'] = float(edge_dist_mini) - # =================== CAD =================== - if uiObj["Member"]["Connectivity"] == "Extended both ways": # TODO: Here we are assigning p_fi to l_v for Extended one way and Flush EP for CAD - outputobj['Bolt']['Lv'] = float(l_v) - else: - l_v = p_fi - outputobj['Bolt']['Lv'] = float(l_v) - # =================== CAD =================== - - outputobj['Plate'] = {} - outputobj['Plate']['Height'] = float(round(end_plate_height_provided, 3)) - outputobj['Plate']['Width'] = float(round(end_plate_width_provided, 3)) - # =================== CAD =================== - outputobj['Plate']['Thickness'] = float(round(end_plate_thickness, 3)) - # =================== CAD =================== - outputobj['Plate']['MomentDemand'] = round(M_d, 3) - outputobj['Plate']['MomentCapacity'] = round(M_c, 3) - - outputobj['Plate']['ThickRequired'] = float(round(tp_required, 3)) - outputobj['Plate']['Mp'] = float(round(M_p, 3)) - - if uiObj["Weld"]["Type"] == "Fillet Weld": - outputobj['Weld'] = {} - outputobj['Weld']['CriticalStressflange'] = round(f_a_flange, 3) - outputobj['Weld']['CriticalStressWeb'] = round(f_e, 3) - outputobj['Weld']['WeldStrength'] = round(f_wd, 3) - outputobj['Weld']['ForceFlange'] = float(round(force_flange, 3)) - outputobj['Weld']['LeffectiveFlange'] = float(L_effective_flange) - outputobj['Weld']['LeffectiveWeb'] = float(L_effective_web) - - outputobj['Weld']['FaWeb'] = float(round(f_a_web, 3)) - outputobj['Weld']['Qweb'] = float(round(q_web, 3)) - outputobj['Weld']['Resultant'] = float(round(R, 3)) - outputobj['Weld']['UnitCapacity'] = float(round(capacity_unit_flange, 3)) - outputobj['Weld']['WeldFuGovern'] = float(weld_fu_govern) - - else: - outputobj['Weld'] = {} - outputobj['Weld']['WeldSize'] = int(weld_size_butt) - - outputobj['Stiffener'] = {} - if uiObj["Member"]["Connectivity"] == "Flush": - outputobj['Stiffener']['Height'] = round(w_st, 3) - outputobj['Stiffener']['Location'] = int(s) - else: - outputobj['Stiffener']['Height'] = round(h_st, 3) - - outputobj['Stiffener']['Length'] = round(l_st, 3) - outputobj['Stiffener']['Thickness'] = float(round(thickness_stiffener_provided, 3)) - outputobj['Stiffener']['NotchSize'] = round(n_s, 3) - outputobj['Stiffener']['WeldSize'] = int(z_weld_st) - outputobj['Stiffener']['Moment'] = round((M_st * 10 ** -3), 3) - outputobj['Stiffener']['MomentCapacity'] = round((M_capacity_st * 10 ** -3), 3) - outputobj['Stiffener']['Notch'] = float(n_s) - - # =================== CAD =================== - # if uiObj["Member"]["Connectivity"] == "Extended one way": - if uiObj["Member"]["Connectivity"] == "Extended one way" or "Flush": # TOdo added by darshan - if uiObj["Weld"]["Type"] == "Fillet Weld": - outputobj['Plate']['Projection'] = weld_thickness_flange + 10 - else: - outputobj['Plate']['Projection'] = 10 - else: - pass - # =================== CAD =================== - - else: - outputobj = {} - outputobj['Bolt'] = {} - outputobj['Bolt']['status'] = design_status - outputobj['Bolt']['CriticalTension'] = 0 - outputobj['Bolt']['TensionCapacity'] = round(bolt_tension_capacity, 3) - outputobj['Bolt']['ShearCapacity'] = round(bolt_shear_capacity, 3) - outputobj['Bolt']['BearingCapacity'] = bearing_capacity - outputobj['Bolt']['BoltCapacity'] = round(bolt_capacity, 3) - outputobj['Bolt']['CombinedCapacity'] = 0 - outputobj['Bolt']['NumberOfBolts'] = int(number_of_bolts) - outputobj['Bolt']['NumberOfRows'] = 0 - outputobj['Bolt']['BoltsPerColumn'] = 0 - outputobj['Bolt']['kb'] = float(round(k_b, 3)) - outputobj['Bolt']['SumPlateThick'] = float(round(sum_plate_thickness, 3)) - outputobj['Bolt']['BoltFy'] = bolt_fy - - if bolt_type == "Friction Grip Bolt": - outputobj['Bolt']['Vsf'] = 0 - outputobj['Bolt']['Vdf'] = 0 - outputobj['Bolt']['Tf'] = 0 - outputobj['Bolt']['Tdf'] = 0 - else: - outputobj['Bolt']['Vsb'] = 0 - outputobj['Bolt']['Vdb'] = 0 - outputobj['Bolt']['Tb'] = 0 - outputobj['Bolt']['Tdb'] = 0 - - outputobj['Bolt']['PitchMini'] = pitch_dist_min - outputobj['Bolt']['PitchMax'] = pitch_dist_max - outputobj['Bolt']['EndMax'] = end_dist_max - outputobj['Bolt']['EndMini'] = end_dist_mini - outputobj['Bolt']['DiaHole'] = int(dia_hole) - - outputobj['Bolt']['Pitch'] = pitch_dist_min - outputobj['Bolt']['TensionCritical'] = 0 # Tension in critical bolt required for report generator - outputobj['Bolt']['PryingForce'] = 0 - - outputobj['Bolt']['Gauge'] = float(gauge_dist_min) - outputobj['Bolt']['CrossCentreGauge'] = 0 - outputobj['Bolt']['End'] = float(end_dist_mini) - outputobj['Bolt']['Edge'] = float(edge_dist_mini) - # =================== CAD =================== - if uiObj["Member"]["Connectivity"] == "Extended both ways": # TODO: Here we are assigning p_fi to l_v for Extended one way and Flush EP for CAD - outputobj['Bolt']['Lv'] = float(l_v) - else: - l_v = p_fi - outputobj['Bolt']['Lv'] = float(l_v) - # =================== CAD =================== - - outputobj['Plate'] = {} - outputobj['Plate']['Height'] = 0 - outputobj['Plate']['Width'] = 0 - # =================== CAD =================== - outputobj['Plate']['Thickness'] = float(round(end_plate_thickness, 3)) - # =================== CAD =================== - - outputobj['Plate']['MomentDemand'] = 0 - outputobj['Plate']['MomentCapacity'] = 0 - outputobj['Plate']['ThickRequired'] = 0 - outputobj['Plate']['Mp'] = 0 - - if uiObj["Weld"]["Type"] == "Fillet Weld": - outputobj['Weld'] = {} - outputobj['Weld']['CriticalStressflange'] = 0 - outputobj['Weld']['CriticalStressWeb'] = 0 - outputobj['Weld']['WeldStrength'] = 0 - outputobj['Weld']['ForceFlange'] = 0 - outputobj['Weld']['LeffectiveFlange'] = 0 - outputobj['Weld']['LeffectiveWeb'] = 0 - outputobj['Weld']['FaWeb'] = 0 - outputobj['Weld']['Qweb'] = 0 - outputobj['Weld']['Resultant'] = 0 - outputobj['Weld']['UnitCapacity'] = 0 - outputobj['Weld']['WeldFuGovern'] = float(weld_fu_govern) - - else: - outputobj['Weld'] = {} - outputobj['Weld']['WeldSize'] = 0 - - outputobj['Stiffener'] = {} - if uiObj["Member"]["Connectivity"] == "Flush": - outputobj['Stiffener']['Height'] = 0 - outputobj['Stiffener']['Location'] = 0 - else: - outputobj['Stiffener']['Height'] = 0 - - outputobj['Stiffener']['Length'] = 0 - outputobj['Stiffener']['Thickness'] = 0 - outputobj['Stiffener']['NotchSize'] = 0 - outputobj['Stiffener']['WeldSize'] = 0 - outputobj['Stiffener']['Moment'] = 0 - outputobj['Stiffener']['MomentCapacity'] = 0 - outputobj['Stiffener']['Notch'] = 0 - - # =================== CAD =================== - if uiObj["Member"]["Connectivity"] == "Extended one way": - outputobj['Plate']['Projection'] = 0 - else: - pass - # =================== CAD =================== - - ########################################################################### - # End of Output dictionary - - if design_status == True: - logger.info(": Overall extended end plate connection design is safe \n") - logger.debug(" :=========End Of design===========") - else: - logger.error(": Design is not safe \n ") - logger.debug(" :=========End Of design===========") - - return outputobj - - - - - - - - - - - - - - - - - - - diff --git a/Connections/Moment/ExtendedEndPlate/extendedBothWays.py b/Connections/Moment/ExtendedEndPlate/extendedBothWays.py deleted file mode 100644 index 4e3e46b29..000000000 --- a/Connections/Moment/ExtendedEndPlate/extendedBothWays.py +++ /dev/null @@ -1,1918 +0,0 @@ -""" -Initialized on 22-01-2018 -Commenced on 16-02-2018 -@author: Siddhesh S. Chavan -""""" - -import numpy - - -class CADFillet(object): - - def __init__(self, beamLeft, beamRight, plateLeft, plateRight, nut_bolt_array, - bbWeldAbvFlang_11, bbWeldAbvFlang_12, bbWeldAbvFlang_21, bbWeldAbvFlang_22, - bbWeldBelwFlang_11, bbWeldBelwFlang_12, bbWeldBelwFlang_13, bbWeldBelwFlang_14, - bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, bbWeldBelwFlang_24, - bbWeldSideWeb_11, bbWeldSideWeb_12, bbWeldSideWeb_21, bbWeldSideWeb_22, - bbWeldstiff1_u1, bbWeldstiff1_u2, bbWeldstiff2_u1, bbWeldstiff2_u2, bbWeldstiff3_u1, - bbWeldstiff3_u2, bbWeldstiff4_u1, bbWeldstiff4_u2, - bbWeldstiff1_l1, bbWeldstiff1_l2, bbWeldstiff2_l1, bbWeldstiff2_l2, bbWeldstiff3_l1, - bbWeldstiff3_l2, bbWeldstiff4_l1, bbWeldstiff4_l2, - bbWeldStiffHL_1, bbWeldStiffHL_2, bbWeldStiffHL_3, bbWeldStiffHL_4, - bbWeldStiffLL_1, bbWeldStiffLL_2, bbWeldStiffLL_3, bbWeldStiffLL_4, - bbWeldStiffHR_1, bbWeldStiffHR_2, bbWeldStiffHR_3, bbWeldStiffHR_4, - bbWeldStiffLR_1, bbWeldStiffLR_2, bbWeldStiffLR_3, bbWeldStiffLR_4, - beam_stiffener_1, beam_stiffener_2, beam_stiffener_3,beam_stiffener_4, - beam_stiffener_F1,beam_stiffener_F2,beam_stiffener_F3,beam_stiffener_F4,alist, outputobj): - - # Initializing the arguments - self.beamLeft = beamLeft - self.beamRight = beamRight - self.plateLeft = plateLeft - self.plateRight = plateRight - self.nut_bolt_array = nut_bolt_array - self.beamLModel = None - self.beamRModel = None - self.plateLModel = None - self.plateRModel = None - self.beam_stiffener_1 = beam_stiffener_1 - self.beam_stiffener_2 = beam_stiffener_2 - self.beam_stiffener_3 = beam_stiffener_3 - self.beam_stiffener_4 = beam_stiffener_4 - - self.beam_stiffener_F1 = beam_stiffener_F1 - self.beam_stiffener_F2 = beam_stiffener_F2 - self.beam_stiffener_F3 = beam_stiffener_F3 - self.beam_stiffener_F4 = beam_stiffener_F4 - self.alist = alist - self.outputobj = outputobj - self.boltProjection = float(outputobj['Plate']['Projection']) - if alist["Member"]["Connectivity"] == "Flush": - self.loc = float(outputobj['Stiffener']['Location']) - - else: - self.loc = 0 - # self.boltProjection = float(outputobj["Bolt"]['projection']) #TODO: ask danish to edit it into dictionary - - self.bbWeldAbvFlang_11Model = None - self.bbWeldAbvFlang_12Model = None - self.bbWeldAbvFlang_21Model = None - self.bbWeldAbvFlang_22Model = None - - self.bbWeldBelwFlang_11Model = None - self.bbWeldBelwFlang_12Model = None - self.bbWeldBelwFlang_13Model = None - self.bbWeldBelwFlang_14Model = None - self.bbWeldBelwFlang_21Model = None - self.bbWeldBelwFlang_22Model = None - self.bbWeldBelwFlang_23Model = None - self.bbWeldBelwFlang_24Model = None - - - self.bbWeldSideWeb_11Model = None - self.bbWeldSideWeb_12Model = None - self.bbWeldSideWeb_21Model = None - self.bbWeldSideWeb_22Model = None - - - - # Weld above flange for left and right beam - self.bbWeldAbvFlang_11 = bbWeldAbvFlang_11 # Left beam upper side - self.bbWeldAbvFlang_12 = bbWeldAbvFlang_12 # Left beam lower side - self.bbWeldAbvFlang_21 = bbWeldAbvFlang_21 # Right beam upper side - self.bbWeldAbvFlang_22 = bbWeldAbvFlang_22 # Right beam lower side - - self.bbWeldBelwFlang_11 = bbWeldBelwFlang_11 # Left beam, upper, left - self.bbWeldBelwFlang_12 = bbWeldBelwFlang_12 # Left beam, upper, right - self.bbWeldBelwFlang_13 = bbWeldBelwFlang_13 # Left beam, lower, left - self.bbWeldBelwFlang_14 = bbWeldBelwFlang_14 # Left beam, lower, right - self.bbWeldBelwFlang_21 = bbWeldBelwFlang_21 # behind bbWeldBelwFlang_11 - self.bbWeldBelwFlang_22 = bbWeldBelwFlang_22 # behind bbWeldBelwFlang_12 - self.bbWeldBelwFlang_23 = bbWeldBelwFlang_23 # behind bbWeldBelwFlang_13 - self.bbWeldBelwFlang_24 = bbWeldBelwFlang_24 # behind bbWeldBelwFlang_14 - - - self.bbWeldSideWeb_11 = bbWeldSideWeb_11 # Left beam, left of Web - self.bbWeldSideWeb_12 = bbWeldSideWeb_12 # Left beam, right of Web - self.bbWeldSideWeb_21 = bbWeldSideWeb_21 # Behind bbWeldSideWeb_11 - self.bbWeldSideWeb_22 = bbWeldSideWeb_22 # Behind bbWeldSideWeb_12 - - self.bbWeldStiffHL_1 = bbWeldStiffHL_1 - self.bbWeldStiffHL_2 = bbWeldStiffHL_2 - self.bbWeldStiffHL_3 = bbWeldStiffHL_3 - self.bbWeldStiffHL_4 = bbWeldStiffHL_4 - - self.bbWeldStiffLL_1 = bbWeldStiffLL_1 - self.bbWeldStiffLL_2 = bbWeldStiffLL_2 - self.bbWeldStiffLL_3 = bbWeldStiffLL_3 - self.bbWeldStiffLL_4 = bbWeldStiffLL_4 - - self.bbWeldStiffHR_1 = bbWeldStiffHR_1 - self.bbWeldStiffHR_2 = bbWeldStiffHR_2 - self.bbWeldStiffHR_3 = bbWeldStiffHR_3 - self.bbWeldStiffHR_4 = bbWeldStiffHR_4 - - self.bbWeldStiffLR_1 = bbWeldStiffLR_1 - self.bbWeldStiffLR_2 = bbWeldStiffLR_2 - self.bbWeldStiffLR_3 = bbWeldStiffLR_3 - self.bbWeldStiffLR_4 = bbWeldStiffLR_4 - - self.bbWeldstiff1_u1 = bbWeldstiff1_u1 - self.bbWeldstiff1_u2 = bbWeldstiff1_u2 - self.bbWeldstiff1_l1 = bbWeldstiff1_l1 - self.bbWeldstiff1_l2 = bbWeldstiff1_l2 - - self.bbWeldstiff2_u1 = bbWeldstiff2_u1 - self.bbWeldstiff2_u2 = bbWeldstiff2_u2 - self.bbWeldstiff2_l1 = bbWeldstiff2_l1 - self.bbWeldstiff2_l2 = bbWeldstiff2_l2 - - self.bbWeldstiff3_u1 = bbWeldstiff3_u1 - self.bbWeldstiff3_u2 = bbWeldstiff3_u2 - self.bbWeldstiff3_l1 = bbWeldstiff3_l1 - self.bbWeldstiff3_l2 = bbWeldstiff3_l2 - - self.bbWeldstiff4_u1 = bbWeldstiff4_u1 - self.bbWeldstiff4_u2 = bbWeldstiff4_u2 - self.bbWeldstiff4_l1 = bbWeldstiff4_l1 - self.bbWeldstiff4_l2 = bbWeldstiff4_l2 - - - def create_3DModel(self): - """ - :return: CAD model of each entity such as Left beam, right beam, both end plates and so on - """ - self.createBeamLGeometry() - self.createBeamRGeometry() - self.createPlateLGeometry() - self.createPlateRGeometry() - self.create_nut_bolt_array() - self.createbeam_stiffener_1Geometry() - self.createbeam_stiffener_2Geometry() - self.createbeam_stiffener_3Geometry() - self.createbeam_stiffener_4Geometry() - - self.createbeam_stiffener_F1Geometry() - self.createbeam_stiffener_F2Geometry() - self.createbeam_stiffener_F3Geometry() - self.createbeam_stiffener_F4Geometry() - - self.create_bbWeldAbvFlang_11() - self.create_bbWeldAbvFlang_12() - self.create_bbWeldAbvFlang_21() - self.create_bbWeldAbvFlang_22() - - self.create_bbWeldBelwFlang_11() - self.create_bbWeldBelwFlang_12() - self.create_bbWeldBelwFlang_13() - self.create_bbWeldBelwFlang_14() - self.create_bbWeldBelwFlang_21() - self.create_bbWeldBelwFlang_22() - self.create_bbWeldBelwFlang_23() - self.create_bbWeldBelwFlang_24() - - - self.create_bbWeldSideWeb_11() - self.create_bbWeldSideWeb_12() - self.create_bbWeldSideWeb_21() - self.create_bbWeldSideWeb_22() - - self.create_bbWeldStiffHL_1() - self.create_bbWeldStiffHL_2() - self.create_bbWeldStiffHL_3() - self.create_bbWeldStiffHL_4() - - self.create_bbWeldStiffLL_1() - self.create_bbWeldStiffLL_2() - self.create_bbWeldStiffLL_3() - self.create_bbWeldStiffLL_4() - - self.create_bbWeldStiffHR_1() - self.create_bbWeldStiffHR_2() - self.create_bbWeldStiffHR_3() - self.create_bbWeldStiffHR_4() - - self.create_bbWeldStiffLR_1() - self.create_bbWeldStiffLR_2() - self.create_bbWeldStiffLR_3() - self.create_bbWeldStiffLR_4() - - self.create_bbWeldstiff1_u1() - self.create_bbWeldstiff1_u2() - self.create_bbWeldstiff1_l1() - self.create_bbWeldstiff1_l2() - - self.create_bbWeldstiff2_u1() - self.create_bbWeldstiff2_u2() - self.create_bbWeldstiff2_l1() - self.create_bbWeldstiff2_l2() - - self.create_bbWeldstiff3_u1() - self.create_bbWeldstiff3_u2() - self.create_bbWeldstiff3_l1() - self.create_bbWeldstiff3_l2() - - self.create_bbWeldstiff4_u1() - self.create_bbWeldstiff4_u2() - self.create_bbWeldstiff4_l1() - self.create_bbWeldstiff4_l2() - - - # call for create_model of filletweld from Components directory - self.beamLModel = self.beamLeft.create_model() - self.beamRModel = self.beamRight.create_model() - self.plateLModel = self.plateLeft.create_model() - self.plateRModel = self.plateRight.create_model() - self.nutBoltArrayModels = self.nut_bolt_array.create_model() - self.beam_stiffener_1Model = self.beam_stiffener_1.create_model() - self.beam_stiffener_2Model = self.beam_stiffener_2.create_model() - self.beam_stiffener_3Model = self.beam_stiffener_3.create_model() - self.beam_stiffener_4Model = self.beam_stiffener_4.create_model() - - self.beam_stiffener_F1Model = self.beam_stiffener_F1.create_model() - self.beam_stiffener_F2Model = self.beam_stiffener_F2.create_model() - self.beam_stiffener_F3Model = self.beam_stiffener_F3.create_model() - self.beam_stiffener_F4Model = self.beam_stiffener_F4.create_model() - - self.bbWeldAbvFlang_11Model = self.bbWeldAbvFlang_11.create_model() - self.bbWeldAbvFlang_12Model = self.bbWeldAbvFlang_12.create_model() - self.bbWeldAbvFlang_21Model = self.bbWeldAbvFlang_21.create_model() - self.bbWeldAbvFlang_22Model = self.bbWeldAbvFlang_22.create_model() - - self.bbWeldBelwFlang_11Model = self.bbWeldBelwFlang_11.create_model() - self.bbWeldBelwFlang_12Model = self.bbWeldBelwFlang_12.create_model() - self.bbWeldBelwFlang_13Model = self.bbWeldBelwFlang_13.create_model() - self.bbWeldBelwFlang_14Model = self.bbWeldBelwFlang_14.create_model() - self.bbWeldBelwFlang_21Model = self.bbWeldBelwFlang_21.create_model() - self.bbWeldBelwFlang_22Model = self.bbWeldBelwFlang_22.create_model() - self.bbWeldBelwFlang_23Model = self.bbWeldBelwFlang_23.create_model() - self.bbWeldBelwFlang_24Model = self.bbWeldBelwFlang_24.create_model() - - - self.bbWeldSideWeb_11Model = self.bbWeldSideWeb_11.create_model() - self.bbWeldSideWeb_12Model = self.bbWeldSideWeb_12.create_model() - self.bbWeldSideWeb_21Model = self.bbWeldSideWeb_21.create_model() - self.bbWeldSideWeb_22Model = self.bbWeldSideWeb_22.create_model() - - self.bbWeldStiffHL_1Model = self.bbWeldStiffHL_1.create_model() - self.bbWeldStiffHL_2Model = self.bbWeldStiffHL_2.create_model() - self.bbWeldStiffHL_3Model = self.bbWeldStiffHL_3.create_model() - self.bbWeldStiffHL_4Model = self.bbWeldStiffHL_4.create_model() - - self.bbWeldStiffLL_1Model = self.bbWeldStiffLL_1.create_model() - self.bbWeldStiffLL_2Model = self.bbWeldStiffLL_2.create_model() - self.bbWeldStiffLL_3Model = self.bbWeldStiffLL_3.create_model() - self.bbWeldStiffLL_4Model = self.bbWeldStiffLL_4.create_model() - self.bbWeldStiffHR_1Model = self.bbWeldStiffHR_1.create_model() - self.bbWeldStiffHR_2Model = self.bbWeldStiffHR_2.create_model() - self.bbWeldStiffHR_3Model = self.bbWeldStiffHR_3.create_model() - self.bbWeldStiffHR_4Model = self.bbWeldStiffHR_4.create_model() - - self.bbWeldStiffLR_1Model = self.bbWeldStiffLR_1.create_model() - self.bbWeldStiffLR_2Model = self.bbWeldStiffLR_2.create_model() - self.bbWeldStiffLR_3Model = self.bbWeldStiffLR_3.create_model() - self.bbWeldStiffLR_4Model = self.bbWeldStiffLR_4.create_model() - - self.bbWeldstiff1_u1Model = self.bbWeldstiff1_u1.create_model() - self.bbWeldstiff1_u2Model = self.bbWeldstiff1_u2.create_model() - self.bbWeldstiff1_l1Model = self.bbWeldstiff1_l1.create_model() - self.bbWeldstiff1_l2Model = self.bbWeldstiff1_l2.create_model() - - self.bbWeldstiff2_u1Model = self.bbWeldstiff2_u1.create_model() - self.bbWeldstiff2_u2Model = self.bbWeldstiff2_u2.create_model() - self.bbWeldstiff2_l1Model = self.bbWeldstiff2_l1.create_model() - self.bbWeldstiff2_l2Model = self.bbWeldstiff2_l2.create_model() - - self.bbWeldstiff3_u1Model = self.bbWeldstiff3_u1.create_model() - self.bbWeldstiff3_u2Model = self.bbWeldstiff3_u2.create_model() - self.bbWeldstiff3_l1Model = self.bbWeldstiff3_l1.create_model() - self.bbWeldstiff3_l2Model = self.bbWeldstiff3_l2.create_model() - - self.bbWeldstiff4_u1Model = self.bbWeldstiff4_u1.create_model() - self.bbWeldstiff4_u2Model = self.bbWeldstiff4_u2.create_model() - self.bbWeldstiff4_l1Model = self.bbWeldstiff4_l1.create_model() - self.bbWeldstiff4_l2Model = self.bbWeldstiff4_l2.create_model() - - -############################################################################################################# -# Following functions takes inputs as origin, u direction and w direction of concerned component to place # -# same component at appropriate place # -############################################################################################################# - - def createBeamLGeometry(self): - beamOriginL = numpy.array([0.0, 0.0, 0.0]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - def createBeamRGeometry(self): - gap = self.beamRight.length + 2 * self.plateRight.T - beamOriginR = numpy.array([0.0, gap, 0.0]) - beamR_uDir = numpy.array([1.0, 0.0, 0.0]) - beamR_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamRight.place(beamOriginR, beamR_uDir, beamR_wDir) - - def createPlateLGeometry(self): - - if self.alist["Member"]["Connectivity"] == "Extended one way": - plateOriginL = numpy.array([-self.plateLeft.W/2, self.beamRight.length + 0.5 * self.plateLeft.T, (self.plateRight.L / 2 - self.boltProjection - self.beamRight.D / 2)]) - plateL_uDir = numpy.array([0.0, 1.0, 0.0]) #TODO: self.boltProjection - plateL_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateLeft.place(plateOriginL, plateL_uDir, plateL_wDir) - - else: - plateOriginL = numpy.array([-self.plateLeft.W / 2, self.beamRight.length + 0.5 * self.plateLeft.T, 0.0]) - plateL_uDir = numpy.array([0.0, 1.0, 0.0]) - plateL_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateLeft.place(plateOriginL, plateL_uDir, plateL_wDir) - - def createPlateRGeometry(self): - - if self.alist["Member"]["Connectivity"] == "Extended one way": - gap = 1.5 * self.plateRight.T + self.beamLeft.length - plateOriginR = numpy.array([-self.plateRight.W/2, gap, (self.plateRight.L / 2 - self.boltProjection - self.beamRight.D / 2)]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - else: - gap = 1.5 * self.plateRight.T + self.beamLeft.length - plateOriginR = numpy.array([-self.plateRight.W / 2, gap, 0.0]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - def create_nut_bolt_array(self): - nutboltArrayOrigin = self.plateLeft.sec_origin + numpy.array([0.0, -0.5 * self.plateLeft.T, self.plateLeft.L/2]) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, 1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - def createbeam_stiffener_1Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_1.L / 2 - stiffenerOrigin1 = numpy.array([-self.beam_stiffener_1.T / 2, gap, - self.beamRight.D / 2 + self.beam_stiffener_1.W / 2]) - stiffener1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_1.place(stiffenerOrigin1, stiffener1_uDir, stiffener1_wDir) - - def createbeam_stiffener_2Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.beam_stiffener_1.L / 2 - stiffenerOrigin2 = numpy.array([self.beam_stiffener_1.T / 2, gap, - - self.beamRight.D / 2 - self.beam_stiffener_1.W / 2]) - stiffener2_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_2.place(stiffenerOrigin2, stiffener2_uDir, stiffener2_wDir) - - def createbeam_stiffener_3Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_1.L / 2 - stiffenerOrigin3 = numpy.array([self.beam_stiffener_1.T / 2, gap, - self.beamRight.D / 2 + self.beam_stiffener_1.W / 2]) - stiffener3_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener3_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_3.place(stiffenerOrigin3, stiffener3_uDir, stiffener3_wDir) - - def createbeam_stiffener_4Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_1.L / 2 - stiffenerOrigin4 = numpy.array([-self.beam_stiffener_1.T / 2, gap, - - self.beamRight.D / 2 - self.beam_stiffener_1.W / 2]) - stiffener4_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener4_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_4.place(stiffenerOrigin4, stiffener4_uDir, stiffener4_wDir) - - def createbeam_stiffener_F1Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L / 2 - stiffenerOriginF1 = numpy.array([-self.beam_stiffener_F1.W/2 - self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc]) - stiffenerF1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffenerF1_wDir = numpy.array([0.0, 0.0, -1.0]) - self.beam_stiffener_F1.place(stiffenerOriginF1, stiffenerF1_uDir, stiffenerF1_wDir) - - def createbeam_stiffener_F2Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_F2.L / 2 - stiffenerOriginF2 = numpy.array([self.beam_stiffener_F2.W/2 + self.beamLeft.t/2 , gap, - self.beamRight.D / 2 -self.beam_stiffener_2.T - self.loc]) - stiffenerF2_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffenerF2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beam_stiffener_F2.place(stiffenerOriginF2, stiffenerF2_uDir, stiffenerF2_wDir) - - - def createbeam_stiffener_F3Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L / 2 - stiffenerOriginF3 = numpy.array([-(self.beam_stiffener_F3.W/2 + self.beamRight.t/2), gap, - self.beamRight.D / 2 -self.beam_stiffener_F3.T- self.loc]) - stiffenerF3_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffenerF3_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beam_stiffener_F3.place(stiffenerOriginF3, stiffenerF3_uDir, stiffenerF3_wDir) - - def createbeam_stiffener_F4Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F4.L / 2 - stiffenerOriginF4 = numpy.array([(self.beam_stiffener_F4.W/2 + self.beamRight.t/2), gap, - self.beamRight.D / 2 - self.loc]) - stiffenerF4_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffenerF4_wDir = numpy.array([0.0, 0.0, -1.0]) - self.beam_stiffener_F4.place(stiffenerOriginF4, stiffenerF4_uDir, stiffenerF4_wDir) - - def create_bbWeldAbvFlang_11(self): - weldAbvFlangOrigin_11 = numpy.array([self.beamLeft.B / 2, self.beamLeft.length, self.beamLeft.D / 2]) - uDirAbv_11 = numpy.array([0, -1.0, 0]) - wDirAbv_11 = numpy.array([-1.0, 0, 0]) - self.bbWeldAbvFlang_11.place(weldAbvFlangOrigin_11, uDirAbv_11, wDirAbv_11) - - def create_bbWeldAbvFlang_12(self): - weldAbvFlangOrigin_12 = numpy.array([-self.beamLeft.B / 2, self.beamLeft.length, -self.beamLeft.D / 2]) - uDirAbv_12 = numpy.array([0, -1.0, 0]) - wDirAbv_12 = numpy.array([1.0, 0, 0]) - self.bbWeldAbvFlang_12.place(weldAbvFlangOrigin_12, uDirAbv_12, wDirAbv_12) - - def create_bbWeldAbvFlang_21(self): - weldAbvFlangOrigin_21 = numpy.array([-self.beamLeft.B / 2, self.beamLeft.length + 2 * self.plateLeft.T, self.beamLeft.D / 2]) - uDirAbv_21 = numpy.array([0, 1.0, 0]) - wDirAbv_21 = numpy.array([1.0, 0, 0]) - self.bbWeldAbvFlang_21.place(weldAbvFlangOrigin_21, uDirAbv_21, wDirAbv_21) - - def create_bbWeldAbvFlang_22(self): - weldAbvFlangOrigin_22 = numpy.array([self.beamLeft.B / 2, self.beamLeft.length + 2 * self.plateLeft.T, -self.beamLeft.D / 2]) - uDirAbv_22 = numpy.array([0, 1.0, 0]) - wDirAbv_22 = numpy.array([-1.0, 0, 0]) - self.bbWeldAbvFlang_22.place(weldAbvFlangOrigin_22, uDirAbv_22, wDirAbv_22) - - def create_bbWeldBelwFlang_11(self): - weldBelwFlangOrigin_11 = numpy.array([self.beamLeft.R2 -self.beamLeft.B / 2, self.beamLeft.length, (self.beamLeft.D / 2) - self.beamLeft.T]) - uDirBelw_11 = numpy.array([0, -1.0, 0]) - wDirBelw_11 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_11.place(weldBelwFlangOrigin_11, uDirBelw_11, wDirBelw_11) - - def create_bbWeldBelwFlang_12(self): - weldBelwFlangOrigin_12 = numpy.array([self.beamLeft.R1 + self.beamLeft.t / 2, self.beamLeft.length, (self.beamLeft.D / 2) - self.beamLeft.T]) - uDirBelw_12 = numpy.array([0, -1.0, 0]) - wDirBelw_12 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_12.place(weldBelwFlangOrigin_12, uDirBelw_12, wDirBelw_12) - - def create_bbWeldBelwFlang_13(self): - weldBelwFlangOrigin_13 = numpy.array([-self.beamLeft.R1-self.beamLeft.t / 2, self.beamLeft.length, -(self.beamLeft.D / 2) + self.beamLeft.T]) - uDirBelw_13 = numpy.array([0, -1.0, 0]) - wDirBelw_13 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_13.place(weldBelwFlangOrigin_13, uDirBelw_13, wDirBelw_13) - - def create_bbWeldBelwFlang_14(self): - weldBelwFlangOrigin_14 = numpy.array([-self.beamLeft.R2+self.beamLeft.B / 2, self.beamLeft.length, -(self.beamLeft.D / 2) + self.beamLeft.T]) - uDirBelw_14 = numpy.array([0, -1.0, 0]) - wDirBelw_14 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_14.place(weldBelwFlangOrigin_14, uDirBelw_14, wDirBelw_14) - - def create_bbWeldBelwFlang_21(self): - weldBelwFlangOrigin_21 = numpy.array([-self.beamLeft.R1-self.beamLeft.t / 2, self.beamLeft.length + 2 * self.plateLeft.T, (self.beamLeft.D / 2) - - self.beamLeft.T]) - uDirBelw_21 = numpy.array([0, 1.0, 0]) - wDirBelw_21 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_21.place(weldBelwFlangOrigin_21, uDirBelw_21, wDirBelw_21) - - def create_bbWeldBelwFlang_22(self): - weldBelwFlangOrigin_22 = numpy.array([-self.beamLeft.R2+self.beamLeft.B / 2, self.beamLeft.length + 2 * self.plateLeft.T, (self.beamLeft.D / 2) - - self.beamLeft.T]) - uDirBelw_22 = numpy.array([0, 1.0, 0]) - wDirBelw_22 = numpy.array([-1.0, 0, 0]) - self.bbWeldBelwFlang_22.place(weldBelwFlangOrigin_22, uDirBelw_22, wDirBelw_22) - - def create_bbWeldBelwFlang_23(self): - weldBelwFlangOrigin_23 = numpy.array([self.beamLeft.R2-self.beamLeft.B / 2, self.beamLeft.length + 2 * self.plateLeft.T, -(self.beamLeft.D / 2) + - self.beamLeft.T]) - uDirBelw_23 = numpy.array([0, 1.0, 0]) - wDirBelw_23 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_23.place(weldBelwFlangOrigin_23, uDirBelw_23, wDirBelw_23) - - def create_bbWeldBelwFlang_24(self): - weldBelwFlangOrigin_24 = numpy.array([self.beamLeft.R1+self.beamLeft.t / 2, self.beamLeft.length + 2 * self.plateLeft.T, -(self.beamLeft.D / 2) + - self.beamLeft.T]) - uDirBelw_24 = numpy.array([0, 1.0, 0]) - wDirBelw_24 = numpy.array([1.0, 0, 0]) - self.bbWeldBelwFlang_24.place(weldBelwFlangOrigin_24, uDirBelw_24, wDirBelw_24) - - def create_bbWeldSideWeb_11(self): - weldSideWebOrigin_11 = numpy.array([-self.beamLeft.t/2, self.beamLeft.length, self.bbWeldSideWeb_21.L / 2]) - uDirWeb_11 = numpy.array([0, -1.0, 0]) - wDirWeb_11 = numpy.array([0, 0, -1.0]) - self.bbWeldSideWeb_11.place(weldSideWebOrigin_11, uDirWeb_11, wDirWeb_11) - - def create_bbWeldSideWeb_12(self): - weldSideWebOrigin_12 = numpy.array([self.beamLeft.t / 2, self.beamLeft.length, -self.bbWeldSideWeb_21.L / 2]) - uDirWeb_12 = numpy.array([0, -1.0, 0]) - wDirWeb_12 = numpy.array([0, 0, 1.0]) - self.bbWeldSideWeb_12.place(weldSideWebOrigin_12, uDirWeb_12, wDirWeb_12) - - def create_bbWeldSideWeb_21(self): - weldSideWebOrigin_21 = numpy.array([-self.beamLeft.t / 2, self.beamLeft.length + 2 * self.plateLeft.T, -self.bbWeldSideWeb_21.L / 2]) - uDirWeb_21 = numpy.array([0, 1.0, 0]) - wDirWeb_21 = numpy.array([0, 0, 1.0]) - self.bbWeldSideWeb_21.place(weldSideWebOrigin_21, uDirWeb_21, wDirWeb_21) - - def create_bbWeldSideWeb_22(self): - weldSideWebOrigin_22 = numpy.array([self.beamLeft.t / 2, self.beamLeft.length + 2 * self.plateLeft.T, self.bbWeldSideWeb_21.L / 2]) - uDirWeb_22 = numpy.array([0, 1.0, 0]) - wDirWeb_22 = numpy.array([0, 0, -1.0]) - self.bbWeldSideWeb_22.place(weldSideWebOrigin_22, uDirWeb_22, wDirWeb_22) - - def create_bbWeldstiff1_u1(self): - gap = self.beamLeft.length - stiffenerOrigin1_u1 = numpy.array([-self.beam_stiffener_F1.L22 - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff1_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff1_u2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L - stiffenerOrigin1_u2 = numpy.array([-self.beamLeft.t/2 , gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff1_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff1_l1(self): - gap = self.beamLeft.length - stiffenerOrigin1_l1 = numpy.array([-self.beam_stiffener_F1.W - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff1_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff1_l2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L22 - stiffenerOrigin1_l2 = numpy.array([-self.beamLeft.t/2 , gap, - self.beamRight.D / 2 - self.loc- self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff1_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - def create_bbWeldstiff2_u1(self): - gap = self.beamLeft.length - stiffenerOrigin1_u1 = numpy.array([(self.beam_stiffener_F1.W + self.beamLeft.t / 2), gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff2_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff2_u2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L - stiffenerOrigin1_u2 = numpy.array([self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([0.0, 0.0, 1.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff2_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff2_l1(self): - gap = self.beamLeft.length - stiffenerOrigin1_l1 = numpy.array([(self.beam_stiffener_F1.L22 + self.beamLeft.t / 2), gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff2_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff2_l2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L22 - stiffenerOrigin1_l2 = numpy.array([self.beamLeft.t/2 , gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([0.0, 0.0, -1.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff2_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - def create_bbWeldstiff3_u1(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T - stiffenerOrigin1_u1 = numpy.array([-self.beam_stiffener_F1.W - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff3_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff3_u2(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T + self.beam_stiffener_F3.L22 - stiffenerOrigin1_u2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff3_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff3_l1(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T - stiffenerOrigin1_l1 = numpy.array([-self.beam_stiffener_F1.L22 - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc- self.beam_stiffener_F1.T ]) - stiffener1_l1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff3_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff3_l2(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T + self.beam_stiffener_F3.L - stiffenerOrigin3_l2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener3_l2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener3_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff3_l2.place(stiffenerOrigin3_l2, stiffener3_l2_uDir, stiffener3_l2_wDir) - - def create_bbWeldstiff4_u1(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T - stiffenerOrigin1_u1 = numpy.array([self.beam_stiffener_F1.L22 + self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff4_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff4_u2(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T + self.beam_stiffener_F3.L22 - stiffenerOrigin1_u2 = numpy.array([self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([0.0, 0.0, 1.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff4_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff4_l1(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T - stiffenerOrigin1_l1 = numpy.array([self.beam_stiffener_F1.W + self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc- self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff4_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff4_l2(self): - gap = self.beamLeft.length + self.plateLeft.T+self.plateRight.T + self.beam_stiffener_F3.L - stiffenerOrigin1_l2 = numpy.array([self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([0.0, 0.0, -1.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff4_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - - ################################################# Welding Beam Stiffeners ################################################### - - - def create_bbWeldStiffHL_1(self): - weldstiffOriginH_1 = numpy.array([-self.beam_stiffener_1.T/2, self.beamLeft.length , self.beamLeft.D/2 + self.beam_stiffener_1.W ]) - uDirstiffH_1 = numpy.array([0, -1.0, 0]) - wDirstiffH_1 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHL_1.place(weldstiffOriginH_1, uDirstiffH_1, wDirstiffH_1) - - - def create_bbWeldStiffLL_1(self): - weldstiffOriginL_1 = numpy.array([-self.beam_stiffener_1.T/2, self.beamLeft.length - self.beam_stiffener_1.L22, self.beamLeft.D/2]) - uDirstiffL_1 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_1 = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldStiffLL_1.place(weldstiffOriginL_1, uDirstiffL_1, wDirstiffL_1) - - - def create_bbWeldStiffHL_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T - weldstiffOriginH_3 = numpy.array([self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2 + self.beam_stiffener_3.W]) - uDirstiffH_3 = numpy.array([0, 1.0, 0]) - wDirstiffH_3 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHL_3.place(weldstiffOriginH_3, uDirstiffH_3, wDirstiffH_3) - - def create_bbWeldStiffLL_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 + self.bbWeldStiffLL_3.L - weldstiffOriginL_3 = numpy.array([-self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2]) - uDirstiffL_3 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_3 = numpy.array([0.0, -1.0,0.0]) - self.bbWeldStiffLL_3.place(weldstiffOriginL_3, uDirstiffL_3, wDirstiffL_3) - - - def create_bbWeldStiffHL_2(self): - weldstiffOriginH_2 = numpy.array([self.beam_stiffener_2.T/2, self.beamLeft.length, -(self.beamLeft.D/2 + self.beam_stiffener_3.W )]) - uDirstiffH_2 = numpy.array([0, -1.0, 0]) - wDirstiffH_2 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHL_2.place(weldstiffOriginH_2, uDirstiffH_2, wDirstiffH_2) - - - def create_bbWeldStiffLL_2(self): - weldstiffOriginL_2 = numpy.array([self.beamLeft.t/2 , self.beamLeft.length - self.beam_stiffener_1.L22 , -self.beamLeft.D/2 ]) - uDirstiffL_2 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_2 = numpy.array([0, -1.0, 0.0]) - self.bbWeldStiffLL_2.place(weldstiffOriginL_2, uDirstiffL_2, wDirstiffL_2) - - def create_bbWeldStiffHL_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T - weldstiffOriginH_4 = numpy.array([-self.beam_stiffener_3.T/2, gap, -(self.beamLeft.D/2 + self.beam_stiffener_4.W)]) - uDirstiffH_4 = numpy.array([0, 1.0, 0]) - wDirstiffH_4 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHL_4.place(weldstiffOriginH_4, uDirstiffH_4, wDirstiffH_4) - - def create_bbWeldStiffLL_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 + self.bbWeldStiffLL_3.L - weldstiffOriginL_4 = numpy.array([self.beamLeft.t/2, gap, -self.beamLeft.D/2 ]) - uDirstiffL_4 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_4 = numpy.array([0, -1.0, 0.0]) - self.bbWeldStiffLL_4.place(weldstiffOriginL_4, uDirstiffL_4, wDirstiffL_4) - - def create_bbWeldStiffHR_1(self): - weldstiffOriginH_1 = numpy.array([self.beam_stiffener_1.T/2, self.beamLeft.length, self.beamLeft.D/2 + self.beam_stiffener_1.L21]) - uDirstiffH_1 = numpy.array([0, -1.0, 0]) - wDirstiffH_1 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHR_1.place(weldstiffOriginH_1, uDirstiffH_1, wDirstiffH_1) - - def create_bbWeldStiffLR_1(self): - weldstiffOriginL_1 = numpy.array([self.beamLeft.t/2, self.beamLeft.length - self.beam_stiffener_2.L , self.beamLeft.D/2 ]) - uDirstiffL_1 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_1 = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldStiffLR_1.place(weldstiffOriginL_1, uDirstiffL_1, wDirstiffL_1) - - - def create_bbWeldStiffHR_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T - weldstiffOriginH_3 = numpy.array([-self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2 + self.beam_stiffener_3.L21 ]) - uDirstiffH_3 = numpy.array([0, 1.0, 0]) - wDirstiffH_3 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHR_3.place(weldstiffOriginH_3, uDirstiffH_3, wDirstiffH_3) - - def create_bbWeldStiffLR_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 - weldstiffOriginL_3 = numpy.array([self.beamLeft.t/2, gap , self.beamLeft.D/2 ]) - uDirstiffL_3 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_3 = numpy.array([0.0, 1.0,0.0]) - self.bbWeldStiffLR_3.place(weldstiffOriginL_3, uDirstiffL_3, wDirstiffL_3) - - - def create_bbWeldStiffHR_2(self): - weldstiffOriginH_2 = numpy.array([-self.beam_stiffener_2.T/2, self.beamLeft.length, -(self.beamLeft.D/2 + self.beam_stiffener_2.L21)]) - uDirstiffH_2 = numpy.array([0, -1.0, 0]) - wDirstiffH_2 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHR_2.place(weldstiffOriginH_2, uDirstiffH_2, wDirstiffH_2) - - - def create_bbWeldStiffLR_2(self): - weldstiffOriginL_2 = numpy.array([-self.beam_stiffener_2.T/2 , self.beamLeft.length - self.beam_stiffener_2.L , -self.beamLeft.D/2]) - uDirstiffL_2 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_2 = numpy.array([0, 1.0, 0.0]) - self.bbWeldStiffLR_2.place(weldstiffOriginL_2, uDirstiffL_2, wDirstiffL_2) - - def create_bbWeldStiffHR_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T - weldstiffOriginH_4 = numpy.array([self.beam_stiffener_4.T/2, gap, -(self.beamLeft.D/2 + self.beam_stiffener_4.L21)]) - uDirstiffH_4 = numpy.array([0, 1.0, 0]) - wDirstiffH_4 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHR_4.place(weldstiffOriginH_4, uDirstiffH_4, wDirstiffH_4) - - def create_bbWeldStiffLR_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 - weldstiffOriginL_4 = numpy.array([-self.beamLeft.t/2, gap , -self.beamLeft.D/2 ]) - uDirstiffL_4 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_4 = numpy.array([0, 1.0, 0.0]) - self.bbWeldStiffLR_4.place(weldstiffOriginL_4, uDirstiffL_4, wDirstiffL_4) - -############################################################################################################# -# Following functions returns the CAD model to the function display_3DModel of main file # -############################################################################################################# - # def get_beam_models(self): - # ''' - # - # Returns: Returns model of beam (left and right) - # - # ''' - # return [self.beamRModel, self.beamLModel] - # - # def get_connector_models(self): - # ''' - # - # Returns: Returns model related to connector (plates and weld) - # - # ''' - # return [self.plateRModel, self.plateLModel, self.beam_stiffener_1Model, self.beam_stiffener_2Model, self.beam_stiffener_3Model, - # self.beam_stiffener_4Model, self.bbWeldAbvFlang_11Model, self.bbWeldAbvFlang_12Model, - # self.bbWeldAbvFlang_21Model, self.bbWeldAbvFlang_22Model, self.bbWeldBelwFlang_11Model, self.bbWeldBelwFlang_12Model, - # self.bbWeldBelwFlang_13Model, self.bbWeldBelwFlang_14Model, self.bbWeldBelwFlang_21Model, self.bbWeldBelwFlang_22Model, - # self.bbWeldBelwFlang_23Model, self.bbWeldBelwFlang_24Model, self.bbWeldSideWeb_11Model, self.bbWeldSideWeb_12Model, - # self.bbWeldSideWeb_21Model, self.bbWeldSideWeb_22Model] + self.nut_bolt_array.get_models() - # - # def get_models(self): - # ''' - # - # Returns: Returns model related to complete model (beams, plates and weld) - # - # ''' - # return [self.beamRModel, self.beamLModel, self.plateRModel, self.plateLModel, self.beam_stiffener_1Model, self.beam_stiffener_2Model, - # self.beam_stiffener_3Model, self.beam_stiffener_4Model, self.bbWeldAbvFlang_11Model, self.bbWeldAbvFlang_12Model, - # self.bbWeldAbvFlang_21Model, self.bbWeldAbvFlang_22Model, self.bbWeldBelwFlang_11Model, self.bbWeldBelwFlang_12Model, - # self.bbWeldBelwFlang_13Model, self.bbWeldBelwFlang_14Model, self.bbWeldBelwFlang_21Model, self.bbWeldBelwFlang_22Model, - # self.bbWeldBelwFlang_23Model, self.bbWeldBelwFlang_24Model, self.bbWeldSideWeb_11Model, self.bbWeldSideWeb_12Model, - # self.bbWeldSideWeb_21Model, self.bbWeldSideWeb_22Model] + self.nut_bolt_array.get_models() - - - def get_beamLModel(self): - return self.beamLModel - - def get_beamRModel(self): - return self.beamRModel - - def get_plateLModel(self): - return self.plateLModel - - def get_plateRModel(self): - return self.plateRModel - - def get_nutboltmodels(self): - return self.nut_bolt_array.get_models() - - def get_beam_stiffener_1Model(self): - return self.beam_stiffener_1Model - - def get_beam_stiffener_2Model(self): - return self.beam_stiffener_2Model - - def get_beam_stiffener_3Model(self): - return self.beam_stiffener_3Model - - def get_beam_stiffener_4Model(self): - return self.beam_stiffener_4Model - - def get_beam_stiffener_F1Model(self): - return self.beam_stiffener_F1Model - - def get_beam_stiffener_F2Model(self): - return self.beam_stiffener_F2Model - - def get_beam_stiffener_F3Model(self): - return self.beam_stiffener_F3Model - - def get_beam_stiffener_F4Model(self): - return self.beam_stiffener_F4Model - - def get_bbWeldAbvFlang_11Model(self): - return self.bbWeldAbvFlang_11Model - - def get_bbWeldAbvFlang_12Model(self): - return self.bbWeldAbvFlang_12Model - - def get_bbWeldAbvFlang_21Model(self): - return self.bbWeldAbvFlang_21Model - - def get_bbWeldAbvFlang_22Model(self): - return self.bbWeldAbvFlang_22Model - - def get_bbWeldBelwFlang_11Model(self): - return self.bbWeldBelwFlang_11Model - - def get_bbWeldBelwFlang_12Model(self): - return self.bbWeldBelwFlang_12Model - - def get_bbWeldBelwFlang_13Model(self): - return self.bbWeldBelwFlang_13Model - - def get_bbWeldBelwFlang_14Model(self): - return self.bbWeldBelwFlang_14Model - - def get_bbWeldBelwFlang_21Model(self): - return self.bbWeldBelwFlang_21Model - - def get_bbWeldBelwFlang_22Model(self): - return self.bbWeldBelwFlang_22Model - - def get_bbWeldBelwFlang_23Model(self): - return self.bbWeldBelwFlang_23Model - - def get_bbWeldBelwFlang_24Model(self): - return self.bbWeldBelwFlang_24Model - - def get_bbWeldSideWeb_11Model(self): - return self.bbWeldSideWeb_11Model - - def get_bbWeldSideWeb_12Model(self): - return self.bbWeldSideWeb_12Model - - def get_bbWeldSideWeb_21Model(self): - return self.bbWeldSideWeb_21Model - - def get_bbWeldSideWeb_22Model(self): - return self.bbWeldSideWeb_22Model - - def get_bbWeldStiffHL_1Model(self): - return self.bbWeldStiffHL_1Model - - def get_bbWeldStiffLL_1Model(self): - return self.bbWeldStiffLL_1Model - - def get_bbWeldStiffHL_3Model(self): - return self.bbWeldStiffHL_3Model - - def get_bbWeldStiffLL_3Model(self): - return self.bbWeldStiffLL_3Model - - def get_bbWeldStiffHL_2Model(self): - return self.bbWeldStiffHL_2Model - - def get_bbWeldStiffLL_2Model(self): - return self.bbWeldStiffLL_2Model - - def get_bbWeldStiffHL_4Model(self): - return self.bbWeldStiffHL_4Model - - def get_bbWeldStiffLL_4Model(self): - return self.bbWeldStiffLL_4Model - - def get_bbWeldStiffHR_1Model(self): - return self.bbWeldStiffHR_1Model - - def get_bbWeldStiffLR_1Model(self): - return self.bbWeldStiffLR_1Model - - def get_bbWeldStiffHR_3Model(self): - return self.bbWeldStiffHR_3Model - - def get_bbWeldStiffLR_3Model(self): - return self.bbWeldStiffLR_3Model - - def get_bbWeldStiffHR_2Model(self): - return self.bbWeldStiffHR_2Model - - def get_bbWeldStiffLR_2Model(self): - return self.bbWeldStiffLR_2Model - - def get_bbWeldStiffHR_4Model(self): - return self.bbWeldStiffHR_4Model - - def get_bbWeldStiffLR_4Model(self): - return self.bbWeldStiffLR_4Model - - def get_bbWeldstiff1_u1Model(self): - return self.bbWeldstiff1_u1Model - - def get_bbWeldstiff1_u2Model(self): - return self.bbWeldstiff1_u2Model - - def get_bbWeldstiff1_l1Model(self): - return self.bbWeldstiff1_l1Model - - def get_bbWeldstiff1_l2Model(self): - return self.bbWeldstiff1_l2Model - - def get_bbWeldstiff2_u1Model(self): - return self.bbWeldstiff2_u1Model - - def get_bbWeldstiff2_u2Model(self): - return self.bbWeldstiff2_u2Model - - def get_bbWeldstiff2_l1Model(self): - return self.bbWeldstiff2_l1Model - - def get_bbWeldstiff2_l2Model(self): - return self.bbWeldstiff2_l2Model - - def get_bbWeldstiff3_u1Model(self): - return self.bbWeldstiff3_u1Model - - def get_bbWeldstiff3_u2Model(self): - return self.bbWeldstiff3_u2Model - - def get_bbWeldstiff3_l1Model(self): - return self.bbWeldstiff3_l1Model - - def get_bbWeldstiff3_l2Model(self): - return self.bbWeldstiff3_l2Model - - def get_bbWeldstiff4_u1Model(self): - return self.bbWeldstiff4_u1Model - - def get_bbWeldstiff4_u2Model(self): - return self.bbWeldstiff4_u2Model - - def get_bbWeldstiff4_l1Model(self): - return self.bbWeldstiff4_l1Model - - def get_bbWeldstiff4_l2Model(self): - return self.bbWeldstiff4_l2Model - -class CADGroove(object): - def __init__(self,beamLeft,beamRight, plateLeft, plateRight, nut_bolt_array, - bbWeldFlang_R1, bbWeldFlang_R2, bbWeldWeb_R3,bbWeldFlang_L1, bbWeldFlang_L2, bbWeldWeb_L3, - bbWeldStiffHL_1, bbWeldStiffHL_2, bbWeldStiffHL_3, bbWeldStiffHL_4, - bbWeldStiffLL_1, bbWeldStiffLL_2, bbWeldStiffLL_3, bbWeldStiffLL_4, - bbWeldStiffHR_1, bbWeldStiffHR_2, bbWeldStiffHR_3, bbWeldStiffHR_4, - bbWeldStiffLR_1, bbWeldStiffLR_2, bbWeldStiffLR_3, bbWeldStiffLR_4, - bbWeldstiff1_u1, bbWeldstiff1_u2, bbWeldstiff2_u1, bbWeldstiff2_u2, bbWeldstiff3_u1, - bbWeldstiff3_u2, bbWeldstiff4_u1, bbWeldstiff4_u2, - bbWeldstiff1_l1, bbWeldstiff1_l2, bbWeldstiff2_l1, bbWeldstiff2_l2, bbWeldstiff3_l1, - bbWeldstiff3_l2, bbWeldstiff4_l1, bbWeldstiff4_l2, - beam_stiffener_1, beam_stiffener_2,beam_stiffener_3, beam_stiffener_4, - beam_stiffener_F1,beam_stiffener_F2,beam_stiffener_F3,beam_stiffener_F4, alist, outputobj): - self.beamLeft = beamLeft - self.beamRight = beamRight - self.plateLeft = plateLeft - self.plateRight = plateRight - self.nut_bolt_array = nut_bolt_array - self.beamLModel = None - self.beamRModel = None - self.plateLModel = None - self.plateRModel = None - self.beam_stiffener_1 = beam_stiffener_1 - self.beam_stiffener_2 = beam_stiffener_2 - self.beam_stiffener_3 = beam_stiffener_3 - self.beam_stiffener_4 = beam_stiffener_4 - - self.beam_stiffener_F1 = beam_stiffener_F1 - self.beam_stiffener_F2 = beam_stiffener_F2 - self.beam_stiffener_F3 = beam_stiffener_F3 - self.beam_stiffener_F4 = beam_stiffener_F4 - self.alist = alist - self.outputobj = outputobj - self.boltProjection = float(outputobj['Plate']['Projection']) - if alist["Member"]["Connectivity"] == "Flush": - self.loc = float(outputobj['Stiffener']['Location']) - - else: - self.loc = 0 - - self.bbWeldFlang_R1 = bbWeldFlang_R1 - self.bbWeldFlang_R2 = bbWeldFlang_R2 - self.bbWeldFlang_L1 = bbWeldFlang_L1 - self.bbWeldFlang_L2 = bbWeldFlang_L2 - self.bbWeldWeb_R3 = bbWeldWeb_R3 - self.bbWeldWeb_L3 = bbWeldWeb_L3 - - - #TODO: Grove weld for the stiffeneres are removed, may be added in the future - # self.bbWeldStiffH_1 = bbWeldStiffH_1 - # self.bbWeldStiffH_2 = bbWeldStiffH_2 - # self.bbWeldStiffH_3 = bbWeldStiffH_3 - # self.bbWeldStiffH_4 = bbWeldStiffH_4 - # - # self.bbWeldStiffL_1 = bbWeldStiffL_1 - # self.bbWeldStiffL_2 = bbWeldStiffL_2 - # self.bbWeldStiffL_3 = bbWeldStiffL_3 - # self.bbWeldStiffL_4 = bbWeldStiffL_4 - #Fillet weld - self.bbWeldStiffHL_1 = bbWeldStiffHL_1 - self.bbWeldStiffHL_2 = bbWeldStiffHL_2 - self.bbWeldStiffHL_3 = bbWeldStiffHL_3 - self.bbWeldStiffHL_4 = bbWeldStiffHL_4 - - self.bbWeldStiffLL_1 = bbWeldStiffLL_1 - self.bbWeldStiffLL_2 = bbWeldStiffLL_2 - self.bbWeldStiffLL_3 = bbWeldStiffLL_3 - self.bbWeldStiffLL_4 = bbWeldStiffLL_4 - - self.bbWeldStiffHR_1 = bbWeldStiffHR_1 - self.bbWeldStiffHR_2 = bbWeldStiffHR_2 - self.bbWeldStiffHR_3 = bbWeldStiffHR_3 - self.bbWeldStiffHR_4 = bbWeldStiffHR_4 - - self.bbWeldStiffLR_1 = bbWeldStiffLR_1 - self.bbWeldStiffLR_2 = bbWeldStiffLR_2 - self.bbWeldStiffLR_3 = bbWeldStiffLR_3 - self.bbWeldStiffLR_4 = bbWeldStiffLR_4 - - self.bbWeldstiff1_u1 = bbWeldstiff1_u1 - self.bbWeldstiff1_u2 = bbWeldstiff1_u2 - self.bbWeldstiff1_l1 = bbWeldstiff1_l1 - self.bbWeldstiff1_l2 = bbWeldstiff1_l2 - - self.bbWeldstiff2_u1 = bbWeldstiff2_u1 - self.bbWeldstiff2_u2 = bbWeldstiff2_u2 - self.bbWeldstiff2_l1 = bbWeldstiff2_l1 - self.bbWeldstiff2_l2 = bbWeldstiff2_l2 - - self.bbWeldstiff3_u1 = bbWeldstiff3_u1 - self.bbWeldstiff3_u2 = bbWeldstiff3_u2 - self.bbWeldstiff3_l1 = bbWeldstiff3_l1 - self.bbWeldstiff3_l2 = bbWeldstiff3_l2 - - self.bbWeldstiff4_u1 = bbWeldstiff4_u1 - self.bbWeldstiff4_u2 = bbWeldstiff4_u2 - self.bbWeldstiff4_l1 = bbWeldstiff4_l1 - self.bbWeldstiff4_l2 = bbWeldstiff4_l2 - - - - def create_3DModel(self): - """ - :return: CAD model of each entity such as Left beam, right beam, both end plates and so on - """ - self.createBeamLGeometry() - self.createBeamRGeometry() - self.createPlateLGeometry() - self.createPlateRGeometry() - self.create_nut_bolt_array() - - self.createbeam_stiffener_1Geometry() - self.createbeam_stiffener_2Geometry() - self.createbeam_stiffener_3Geometry() - self.createbeam_stiffener_4Geometry() - - self.createbeam_stiffener_F1Geometry() - self.createbeam_stiffener_F2Geometry() - self.createbeam_stiffener_F3Geometry() - self.createbeam_stiffener_F4Geometry() - - self.create_bbWeldFlang_R1() - self.create_bbWeldFlang_R2() - self.create_bbWeldFlang_L1() - self.create_bbWeldFlang_L2() - self.create_bbWeldWeb_R3() - self.create_bbWeldWeb_L3() - - #Groove weld - # self.create_bbWeldStiffH_1() - # self.create_bbWeldStiffH_2() - # self.create_bbWeldStiffH_3() - # self.create_bbWeldStiffH_4() - # - # self.create_bbWeldStiffL_1() - # self.create_bbWeldStiffL_2() - # self.create_bbWeldStiffL_3() - # self.create_bbWeldStiffL_4() - - #Fillet weld - self.create_bbWeldStiffHL_1() - self.create_bbWeldStiffHL_2() - self.create_bbWeldStiffHL_3() - self.create_bbWeldStiffHL_4() - - self.create_bbWeldStiffLL_1() - self.create_bbWeldStiffLL_2() - self.create_bbWeldStiffLL_3() - self.create_bbWeldStiffLL_4() - - self.create_bbWeldStiffHR_1() - self.create_bbWeldStiffHR_2() - self.create_bbWeldStiffHR_3() - self.create_bbWeldStiffHR_4() - - self.create_bbWeldStiffLR_1() - self.create_bbWeldStiffLR_2() - self.create_bbWeldStiffLR_3() - self.create_bbWeldStiffLR_4() - - - self.create_bbWeldstiff1_u1() - self.create_bbWeldstiff1_u2() - self.create_bbWeldstiff1_l1() - self.create_bbWeldstiff1_l2() - - self.create_bbWeldstiff2_u1() - self.create_bbWeldstiff2_u2() - self.create_bbWeldstiff2_l1() - self.create_bbWeldstiff2_l2() - - self.create_bbWeldstiff3_u1() - self.create_bbWeldstiff3_u2() - self.create_bbWeldstiff3_l1() - self.create_bbWeldstiff3_l2() - - self.create_bbWeldstiff4_u1() - self.create_bbWeldstiff4_u2() - self.create_bbWeldstiff4_l1() - self.create_bbWeldstiff4_l2() - - - # call for create_model of filletweld from Components directory - self.beamLModel = self.beamLeft.create_model() - self.beamRModel = self.beamRight.create_model() - self.plateLModel = self.plateLeft.create_model() - self.plateRModel = self.plateRight.create_model() - self.nutBoltArrayModels = self.nut_bolt_array.create_model() - - self.beam_stiffener_1Model = self.beam_stiffener_1.create_model() - self.beam_stiffener_2Model = self.beam_stiffener_2.create_model() - self.beam_stiffener_3Model = self.beam_stiffener_3.create_model() - self.beam_stiffener_4Model = self.beam_stiffener_4.create_model() - - self.beam_stiffener_F1Model = self.beam_stiffener_F1.create_model() - self.beam_stiffener_F2Model = self.beam_stiffener_F2.create_model() - self.beam_stiffener_F3Model = self.beam_stiffener_F3.create_model() - self.beam_stiffener_F4Model = self.beam_stiffener_F4.create_model() - - self.bbWeldFlang_R1Model = self.bbWeldFlang_R1.create_model() - self.bbWeldFlang_R2Model = self.bbWeldFlang_R2.create_model() - self.bbWeldFlang_L1Model = self.bbWeldFlang_L1.create_model() - self.bbWeldFlang_L2Model = self.bbWeldFlang_L2.create_model() - self.bbWeldWeb_R3Model = self.bbWeldWeb_R3.create_model() - self.bbWeldWeb_L3Model = self.bbWeldWeb_L3.create_model() - - #Grove weld - # self.bbWeldStiffH_1Model = self.bbWeldStiffH_1.create_model() - # self.bbWeldStiffH_2Model = self.bbWeldStiffH_2.create_model() - # self.bbWeldStiffH_3Model = self.bbWeldStiffH_3.create_model() - # self.bbWeldStiffH_4Model = self.bbWeldStiffH_4.create_model() - # - # self.bbWeldStiffL_1Model = self.bbWeldStiffL_1.create_model() - # self.bbWeldStiffL_2Model = self.bbWeldStiffL_2.create_model() - # self.bbWeldStiffL_3Model = self.bbWeldStiffL_3.create_model() - # self.bbWeldStiffL_4Model = self.bbWeldStiffL_4.create_model() - - #Fillet weld - self.bbWeldStiffHL_1Model = self.bbWeldStiffHL_1.create_model() - self.bbWeldStiffHL_2Model = self.bbWeldStiffHL_2.create_model() - self.bbWeldStiffHL_3Model = self.bbWeldStiffHL_3.create_model() - self.bbWeldStiffHL_4Model = self.bbWeldStiffHL_4.create_model() - - self.bbWeldStiffLL_1Model = self.bbWeldStiffLL_1.create_model() - self.bbWeldStiffLL_2Model = self.bbWeldStiffLL_2.create_model() - self.bbWeldStiffLL_3Model = self.bbWeldStiffLL_3.create_model() - self.bbWeldStiffLL_4Model = self.bbWeldStiffLL_4.create_model() - self.bbWeldStiffHR_1Model = self.bbWeldStiffHR_1.create_model() - self.bbWeldStiffHR_2Model = self.bbWeldStiffHR_2.create_model() - self.bbWeldStiffHR_3Model = self.bbWeldStiffHR_3.create_model() - self.bbWeldStiffHR_4Model = self.bbWeldStiffHR_4.create_model() - - self.bbWeldStiffLR_1Model = self.bbWeldStiffLR_1.create_model() - self.bbWeldStiffLR_2Model = self.bbWeldStiffLR_2.create_model() - self.bbWeldStiffLR_3Model = self.bbWeldStiffLR_3.create_model() - self.bbWeldStiffLR_4Model = self.bbWeldStiffLR_4.create_model() - - - - self.bbWeldstiff1_u1Model = self.bbWeldstiff1_u1.create_model() - self.bbWeldstiff1_u2Model = self.bbWeldstiff1_u2.create_model() - self.bbWeldstiff1_l1Model = self.bbWeldstiff1_l1.create_model() - self.bbWeldstiff1_l2Model = self.bbWeldstiff1_l2.create_model() - - self.bbWeldstiff2_u1Model = self.bbWeldstiff2_u1.create_model() - self.bbWeldstiff2_u2Model = self.bbWeldstiff2_u2.create_model() - self.bbWeldstiff2_l1Model = self.bbWeldstiff2_l1.create_model() - self.bbWeldstiff2_l2Model = self.bbWeldstiff2_l2.create_model() - - self.bbWeldstiff3_u1Model = self.bbWeldstiff3_u1.create_model() - self.bbWeldstiff3_u2Model = self.bbWeldstiff3_u2.create_model() - self.bbWeldstiff3_l1Model = self.bbWeldstiff3_l1.create_model() - self.bbWeldstiff3_l2Model = self.bbWeldstiff3_l2.create_model() - - self.bbWeldstiff4_u1Model = self.bbWeldstiff4_u1.create_model() - self.bbWeldstiff4_u2Model = self.bbWeldstiff4_u2.create_model() - self.bbWeldstiff4_l1Model = self.bbWeldstiff4_l1.create_model() - self.bbWeldstiff4_l2Model = self.bbWeldstiff4_l2.create_model() - - - - - ############################################################################################################# - # Following functions takes inputs as origin, u direction and w direction of concerned component to place # - # same component at appropriate place # - ############################################################################################################# - - def createBeamLGeometry(self): - beamOriginL = numpy.array([0.0, 0.0, 0.0]) - beamL_uDir = numpy.array([1.0, 0.0, 0.0]) - beamL_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamLeft.place(beamOriginL, beamL_uDir, beamL_wDir) - - def createBeamRGeometry(self): - gap = self.beamRight.length + 2 * self.plateRight.T + 2* self.bbWeldWeb_L3.b - beamOriginR = numpy.array([0.0, gap, 0.0]) - beamR_uDir = numpy.array([1.0, 0.0, 0.0]) - beamR_wDir = numpy.array([0.0, 1.0, 0.0]) - self.beamRight.place(beamOriginR, beamR_uDir, beamR_wDir) - - def createPlateLGeometry(self): - - if self.alist["Member"]["Connectivity"] == "Extended one way": - plateOriginL = numpy.array([-self.plateLeft.W / 2, self.beamRight.length + 0.5 * self.plateLeft.T + self.bbWeldWeb_L3.b, - (self.plateRight.L / 2 - self.boltProjection - self.beamRight.D / 2)]) - plateL_uDir = numpy.array([0.0, 1.0, 0.0]) # TODO: self.boltProjection - plateL_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateLeft.place(plateOriginL, plateL_uDir, plateL_wDir) - - else: - plateOriginL = numpy.array([-self.plateLeft.W / 2, self.beamRight.length + 0.5 * self.plateLeft.T + self.bbWeldWeb_L3.b, 0.0]) - plateL_uDir = numpy.array([0.0, 1.0, 0.0]) - plateL_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateLeft.place(plateOriginL, plateL_uDir, plateL_wDir) - - def createPlateRGeometry(self): - - if self.alist["Member"]["Connectivity"] == "Extended one way": - gap = 1.5 * self.plateRight.T + self.beamLeft.length + self.bbWeldWeb_L3.b - plateOriginR = numpy.array( - [-self.plateRight.W / 2, gap, (self.plateRight.L / 2 - self.boltProjection - self.beamRight.D / 2)]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - else: - gap = 1.5 * self.plateRight.T + self.beamLeft.length + self.bbWeldWeb_L3.b - plateOriginR = numpy.array([-self.plateRight.W / 2, gap, 0.0]) - plateR_uDir = numpy.array([0.0, 1.0, 0.0]) - plateR_wDir = numpy.array([1.0, 0.0, 0.0]) - self.plateRight.place(plateOriginR, plateR_uDir, plateR_wDir) - - def create_nut_bolt_array(self): - nutboltArrayOrigin = self.plateLeft.sec_origin + numpy.array([0.0, -0.5 * self.plateLeft.T, self.plateLeft.L / 2]) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 0, -1.0]) - boltDir = numpy.array([0, 1.0, 0]) - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - def createbeam_stiffener_1Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_1.L / 2 + self. bbWeldWeb_L3.b - stiffenerOrigin1 = numpy.array([-self.beam_stiffener_1.T / 2, gap, - self.beamRight.D / 2 + self.beam_stiffener_1.W / 2 ]) - stiffener1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_1.place(stiffenerOrigin1, stiffener1_uDir, stiffener1_wDir) - - def createbeam_stiffener_2Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_1.L / 2 + self. bbWeldWeb_L3.b - stiffenerOrigin2 = numpy.array([self.beam_stiffener_1.T / 2, gap, - - self.beamRight.D / 2 - self.beam_stiffener_1.W / 2 ]) - stiffener2_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_2.place(stiffenerOrigin2, stiffener2_uDir, stiffener2_wDir) - - def createbeam_stiffener_3Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_1.L / 2 + self. bbWeldWeb_L3.b - stiffenerOrigin3 = numpy.array([self.beam_stiffener_1.T / 2, gap, - self.beamRight.D / 2 + self.beam_stiffener_1.W / 2 ]) - stiffener3_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener3_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam_stiffener_3.place(stiffenerOrigin3, stiffener3_uDir, stiffener3_wDir) - - def createbeam_stiffener_4Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_1.L / 2 + self. bbWeldWeb_L3.b - stiffenerOrigin4 = numpy.array([-self.beam_stiffener_1.T / 2, gap, - - self.beamRight.D / 2 - self.beam_stiffener_1.W / 2 ]) - stiffener4_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener4_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam_stiffener_4.place(stiffenerOrigin4, stiffener4_uDir, stiffener4_wDir) - - - def createbeam_stiffener_F1Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L / 2 + self.bbWeldWeb_L3.b - stiffenerOriginF1 = numpy.array([-self.beam_stiffener_F1.W/2 - self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc]) - stiffenerF1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffenerF1_wDir = numpy.array([0.0, 0.0, -1.0]) - self.beam_stiffener_F1.place(stiffenerOriginF1, stiffenerF1_uDir, stiffenerF1_wDir) - - def createbeam_stiffener_F2Geometry(self): - gap = self.beamLeft.length - self.beam_stiffener_F2.L / 2 + self.bbWeldWeb_L3.b - stiffenerOriginF2 = numpy.array([self.beam_stiffener_F2.W/2 + self.beamLeft.t/2 , gap, - self.beamRight.D / 2 -self.beam_stiffener_2.T - self.loc]) - stiffenerF2_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffenerF2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beam_stiffener_F2.place(stiffenerOriginF2, stiffenerF2_uDir, stiffenerF2_wDir) - - - def createbeam_stiffener_F3Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L / 2 + self.bbWeldWeb_L3.b - stiffenerOriginF3 = numpy.array([-(self.beam_stiffener_F3.W/2 + self.beamRight.t/2), gap, - self.beamRight.D / 2 -self.beam_stiffener_F3.T- self.loc]) - stiffenerF3_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffenerF3_wDir = numpy.array([0.0, 0.0, 1.0]) - self.beam_stiffener_F3.place(stiffenerOriginF3, stiffenerF3_uDir, stiffenerF3_wDir) - - def createbeam_stiffener_F4Geometry(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F4.L / 2 + self.bbWeldWeb_L3.b - stiffenerOriginF4 = numpy.array([(self.beam_stiffener_F4.W/2 + self.beamRight.t/2), gap, - self.beamRight.D / 2 - self.loc]) - stiffenerF4_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffenerF4_wDir = numpy.array([0.0, 0.0, -1.0]) - self.beam_stiffener_F4.place(stiffenerOriginF4, stiffenerF4_uDir, stiffenerF4_wDir) - - ############################################## creating weld sections ######################################## - - def create_bbWeldFlang_R1(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b/2 - weldFlangOrigin_R1 = numpy.array([- self.beamLeft.B/2, gap, self.beamLeft.D/2 - self.beamLeft.T/2]) - uDir_1 = numpy.array([0, 1.0, 0]) - wDir_1 = numpy.array([1.0, 0, 0]) - self.bbWeldFlang_R1.place(weldFlangOrigin_R1, uDir_1, wDir_1) - - def create_bbWeldFlang_R2(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b / 2 - weldFlangOrigin_R2 = numpy.array([self.beamLeft.B/2, gap, -(self.beamLeft.D/2 - self.beamLeft.T/2)]) - uDir_2 = numpy.array([0, 1.0, 0]) - wDir_2 = numpy.array([-1.0, 0, 0]) - self.bbWeldFlang_R2.place(weldFlangOrigin_R2, uDir_2, wDir_2) - - def create_bbWeldFlang_L1(self): - weldFlangOrigin_L1 = numpy.array([ - self.beamLeft.B/2 , self.beamLeft.length + self.bbWeldWeb_L3.b/2, self.beamLeft.D/2 - self.beamLeft.T/2]) - uDir_1 = numpy.array([0, 1.0, 0]) - wDir_1 = numpy.array([1.0, 0, 0]) - self.bbWeldFlang_L1.place(weldFlangOrigin_L1, uDir_1, wDir_1) - - def create_bbWeldFlang_L2(self): - weldFlangOrigin_L2 = numpy.array([self.beamLeft.B/2, self.beamLeft.length + self.bbWeldWeb_L3.b/2,-(self.beamLeft.D/2 - self.beamLeft.T/2)]) - uDir_2 = numpy.array([0, 1.0, 0]) - wDir_2 = numpy.array([-1.0, 0, 0]) - self.bbWeldFlang_L2.place(weldFlangOrigin_L2, uDir_2, wDir_2) - - def create_bbWeldWeb_R3(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b / 2 - weldWebOrigin_R3 = numpy.array([0.0, gap,-self.bbWeldWeb_L3.L/2]) - uDirWeb_3 = numpy.array([0, 1.0, 0]) - wDirWeb_3 = numpy.array([0, 0, 1.0]) - self.bbWeldWeb_R3.place(weldWebOrigin_R3, uDirWeb_3, wDirWeb_3) - - def create_bbWeldWeb_L3(self): - weldWebOrigin_L3 = numpy.array([0.0, self.beamLeft.length + self.bbWeldWeb_L3.b/2, -self.bbWeldWeb_L3.L/2]) - uDirWeb_3 = numpy.array([0, 1.0, 0]) - wDirWeb_3 = numpy.array([0, 0, 1.0]) - self.bbWeldWeb_L3.place(weldWebOrigin_L3, uDirWeb_3, wDirWeb_3) - - #Groove weld - # def create_bbWeldStiffH_1(self): - # weldstiffOriginH_1 = numpy.array([0.0, self.beamLeft.length + self.bbWeldWeb_L3.b/2, self.beamLeft.D/2 + self.bbWeldWeb_L3.b + self.beam_stiffener_1.L21]) - # uDirstiffH_1 = numpy.array([0, 1.0, 0]) - # wDirstiffH_1 = numpy.array([0, 0, 1.0]) - # self.bbWeldStiffH_1.place(weldstiffOriginH_1, uDirstiffH_1, wDirstiffH_1) - # - # def create_bbWeldStiffL_1(self): - # weldstiffOriginL_1 = numpy.array([0.0, self.beamLeft.length -self.beam_stiffener_1.L22, self.beamLeft.D/2 + self.bbWeldWeb_L3.b/2]) - # uDirstiffL_1 = numpy.array([0.0, 0.0, 1.0]) - # wDirstiffL_1 = numpy.array([0.0, -1.0, 0.0]) - # self.bbWeldStiffL_1.place(weldstiffOriginL_1, uDirstiffL_1, wDirstiffL_1) - # - # - # def create_bbWeldStiffH_3(self): - # gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b / 2 - # weldstiffOriginH_3 = numpy.array([0.0, gap, self.beamLeft.D/2+ self.bbWeldWeb_L3.b + self.beam_stiffener_3.L21]) - # uDirstiffH_3 = numpy.array([0, 1.0, 0]) - # wDirstiffH_3 = numpy.array([0, 0, 1.0]) - # self.bbWeldStiffH_3.place(weldstiffOriginH_3, uDirstiffH_3, wDirstiffH_3) - # - # def create_bbWeldStiffL_3(self): - # gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b+ self.beam_stiffener_4.L22 - # weldstiffOriginL_3 = numpy.array([0.0, gap, self.beamLeft.D/2 + self.bbWeldWeb_L3.b/2]) - # uDirstiffL_3 = numpy.array([0.0, 0.0, 1.0]) - # wDirstiffL_3 = numpy.array([0.0, 1.0,0.0]) - # self.bbWeldStiffL_3.place(weldstiffOriginL_3, uDirstiffL_3, wDirstiffL_3) - # - # - # def create_bbWeldStiffH_2(self): - # weldstiffOriginH_2 = numpy.array([0.0, self.beamLeft.length + self.bbWeldWeb_L3.b/2, -(self.beamLeft.D/2 + self.beam_stiffener_3.W + self.bbWeldWeb_L3.b )]) - # uDirstiffH_2 = numpy.array([0, 1.0, 0]) - # wDirstiffH_2 = numpy.array([0, 0, 1.0]) - # self.bbWeldStiffH_2.place(weldstiffOriginH_2, uDirstiffH_2, wDirstiffH_2) - # - # - # def create_bbWeldStiffL_2(self): - # weldstiffOriginL_2 = numpy.array([0.0, self.beamLeft.length -self.beam_stiffener_1.L22, -(self.beamLeft.D/2 + self.bbWeldWeb_L3.b/2)]) - # uDirstiffL_2 = numpy.array([0, 0.0, 1.0]) - # wDirstiffL_2 = numpy.array([0, -1.0, 0.0]) - # self.bbWeldStiffL_2.place(weldstiffOriginL_2, uDirstiffL_2, wDirstiffL_2) - # - # def create_bbWeldStiffH_4(self): - # gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b / 2 - # weldstiffOriginH_4 = numpy.array([0.0, gap, -(self.beamLeft.D/2 + self.beam_stiffener_4.W + self.bbWeldWeb_L3.b)]) - # uDirstiffH_4 = numpy.array([0, 1.0, 0]) - # wDirstiffH_4 = numpy.array([0, 0, 1.0]) - # self.bbWeldStiffH_4.place(weldstiffOriginH_4, uDirstiffH_4, wDirstiffH_4) - # - # def create_bbWeldStiffL_4(self): - # gap = self.beamLeft.length + self.bbWeldWeb_L3.b + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b + self.beam_stiffener_4.L22 - # weldstiffOriginL_4 = numpy.array([0.0, gap, -(self.beamLeft.D/2 + self.bbWeldWeb_L3.b/2)]) - # uDirstiffL_4 = numpy.array([0, 0.0, 1.0]) - # wDirstiffL_4 = numpy.array([0, 1.0, 0.0]) - # self.bbWeldStiffL_4.place(weldstiffOriginL_4, uDirstiffL_4, wDirstiffL_4) - - - ################################################# Welding Beam Stiffeners ################################################### - - - def create_bbWeldStiffHL_1(self): - weldstiffOriginH_1 = numpy.array([-self.beam_stiffener_1.T/2, self.beamLeft.length + self.bbWeldWeb_L3.b, self.beamLeft.D/2 + self.beam_stiffener_1.W ]) - uDirstiffH_1 = numpy.array([0, -1.0, 0]) - wDirstiffH_1 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHL_1.place(weldstiffOriginH_1, uDirstiffH_1, wDirstiffH_1) - - - def create_bbWeldStiffLL_1(self): - weldstiffOriginL_1 = numpy.array([-self.beam_stiffener_1.T/2, self.beamLeft.length - self.beam_stiffener_1.L22+ self.bbWeldWeb_L3.b, self.beamLeft.D/2]) - uDirstiffL_1 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_1 = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldStiffLL_1.place(weldstiffOriginL_1, uDirstiffL_1, wDirstiffL_1) - - - def create_bbWeldStiffHL_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b - weldstiffOriginH_3 = numpy.array([self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2 + self.beam_stiffener_3.W]) - uDirstiffH_3 = numpy.array([0, 1.0, 0]) - wDirstiffH_3 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHL_3.place(weldstiffOriginH_3, uDirstiffH_3, wDirstiffH_3) - - def create_bbWeldStiffLL_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 + self.bbWeldStiffLL_3.L+ self.bbWeldWeb_L3.b - weldstiffOriginL_3 = numpy.array([-self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2]) - uDirstiffL_3 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_3 = numpy.array([0.0, -1.0,0.0]) - self.bbWeldStiffLL_3.place(weldstiffOriginL_3, uDirstiffL_3, wDirstiffL_3) - - - def create_bbWeldStiffHL_2(self): - weldstiffOriginH_2 = numpy.array([self.beam_stiffener_2.T/2, self.beamLeft.length+ self.bbWeldWeb_L3.b, -(self.beamLeft.D/2 + self.beam_stiffener_3.W )]) - uDirstiffH_2 = numpy.array([0, -1.0, 0]) - wDirstiffH_2 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHL_2.place(weldstiffOriginH_2, uDirstiffH_2, wDirstiffH_2) - - - def create_bbWeldStiffLL_2(self): - weldstiffOriginL_2 = numpy.array([self.beamLeft.t/2 , self.beamLeft.length - self.beam_stiffener_1.L22+ self.bbWeldWeb_L3.b , -self.beamLeft.D/2 ]) - uDirstiffL_2 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_2 = numpy.array([0, -1.0, 0.0]) - self.bbWeldStiffLL_2.place(weldstiffOriginL_2, uDirstiffL_2, wDirstiffL_2) - - def create_bbWeldStiffHL_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - weldstiffOriginH_4 = numpy.array([-self.beam_stiffener_3.T/2, gap, -(self.beamLeft.D/2 + self.beam_stiffener_4.W)]) - uDirstiffH_4 = numpy.array([0, 1.0, 0]) - wDirstiffH_4 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHL_4.place(weldstiffOriginH_4, uDirstiffH_4, wDirstiffH_4) - - def create_bbWeldStiffLL_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22 + self.bbWeldStiffLL_3.L+ self.bbWeldWeb_L3.b - weldstiffOriginL_4 = numpy.array([self.beamLeft.t/2, gap, -self.beamLeft.D/2 ]) - uDirstiffL_4 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_4 = numpy.array([0, -1.0, 0.0]) - self.bbWeldStiffLL_4.place(weldstiffOriginL_4, uDirstiffL_4, wDirstiffL_4) - - def create_bbWeldStiffHR_1(self): - weldstiffOriginH_1 = numpy.array([self.beam_stiffener_1.T/2, self.beamLeft.length+ self.bbWeldWeb_L3.b, self.beamLeft.D/2 + self.beam_stiffener_1.L21]) - uDirstiffH_1 = numpy.array([0, -1.0, 0]) - wDirstiffH_1 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHR_1.place(weldstiffOriginH_1, uDirstiffH_1, wDirstiffH_1) - - def create_bbWeldStiffLR_1(self): - weldstiffOriginL_1 = numpy.array([self.beamLeft.t/2, self.beamLeft.length - self.beam_stiffener_2.L + self.bbWeldWeb_L3.b, self.beamLeft.D/2 ]) - uDirstiffL_1 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_1 = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldStiffLR_1.place(weldstiffOriginL_1, uDirstiffL_1, wDirstiffL_1) - - - def create_bbWeldStiffHR_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - weldstiffOriginH_3 = numpy.array([-self.beam_stiffener_3.T/2, gap, self.beamLeft.D/2 + self.beam_stiffener_3.L21 ]) - uDirstiffH_3 = numpy.array([0, 1.0, 0]) - wDirstiffH_3 = numpy.array([0, 0, 1.0]) - self.bbWeldStiffHR_3.place(weldstiffOriginH_3, uDirstiffH_3, wDirstiffH_3) - - def create_bbWeldStiffLR_3(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22+ self.bbWeldWeb_L3.b - weldstiffOriginL_3 = numpy.array([self.beamLeft.t/2, gap , self.beamLeft.D/2 ]) - uDirstiffL_3 = numpy.array([0.0, 0.0, 1.0]) - wDirstiffL_3 = numpy.array([0.0, 1.0,0.0]) - self.bbWeldStiffLR_3.place(weldstiffOriginL_3, uDirstiffL_3, wDirstiffL_3) - - - def create_bbWeldStiffHR_2(self): - weldstiffOriginH_2 = numpy.array([-self.beam_stiffener_2.T/2, self.beamLeft.length+ self.bbWeldWeb_L3.b, -(self.beamLeft.D/2 + self.beam_stiffener_2.L21)]) - uDirstiffH_2 = numpy.array([0, -1.0, 0]) - wDirstiffH_2 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHR_2.place(weldstiffOriginH_2, uDirstiffH_2, wDirstiffH_2) - - - def create_bbWeldStiffLR_2(self): - weldstiffOriginL_2 = numpy.array([-self.beam_stiffener_2.T/2 , self.beamLeft.length - self.beam_stiffener_2.L+ self.bbWeldWeb_L3.b , -self.beamLeft.D/2]) - uDirstiffL_2 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_2 = numpy.array([0, 1.0, 0.0]) - self.bbWeldStiffLR_2.place(weldstiffOriginL_2, uDirstiffL_2, wDirstiffL_2) - - def create_bbWeldStiffHR_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - weldstiffOriginH_4 = numpy.array([self.beam_stiffener_4.T/2, gap, -(self.beamLeft.D/2 + self.beam_stiffener_4.L21)]) - uDirstiffH_4 = numpy.array([0, 1.0, 0]) - wDirstiffH_4 = numpy.array([0, 0, -1.0]) - self.bbWeldStiffHR_4.place(weldstiffOriginH_4, uDirstiffH_4, wDirstiffH_4) - - def create_bbWeldStiffLR_4(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_3.L22+ self.bbWeldWeb_L3.b - weldstiffOriginL_4 = numpy.array([-self.beamLeft.t/2, gap , -self.beamLeft.D/2 ]) - uDirstiffL_4 = numpy.array([0, 0.0, -1.0]) - wDirstiffL_4 = numpy.array([0, 1.0, 0.0]) - self.bbWeldStiffLR_4.place(weldstiffOriginL_4, uDirstiffL_4, wDirstiffL_4) - - def create_bbWeldstiff1_u1(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b - stiffenerOrigin1_u1 = numpy.array([-self.beam_stiffener_F1.L22 - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff1_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff1_u2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L + self.bbWeldWeb_L3.b - stiffenerOrigin1_u2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff1_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff1_l1(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b - stiffenerOrigin1_l1 = numpy.array([-self.beam_stiffener_F1.W - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff1_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff1_l2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L22 + self.bbWeldWeb_L3.b - stiffenerOrigin1_l2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff1_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - def create_bbWeldstiff2_u1(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b - stiffenerOrigin1_u1 = numpy.array([(self.beam_stiffener_F1.W + self.beamLeft.t / 2), gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff2_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff2_u2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L + self.bbWeldWeb_L3.b - stiffenerOrigin1_u2 = numpy.array([self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([0.0, 0.0, 1.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff2_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff2_l1(self): - gap = self.beamLeft.length + self.bbWeldWeb_L3.b - stiffenerOrigin1_l1 = numpy.array([(self.beam_stiffener_F1.L22 + self.beamLeft.t / 2), gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, -1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff2_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff2_l2(self): - gap = self.beamLeft.length - self.beam_stiffener_F1.L22 + self.bbWeldWeb_L3.b - stiffenerOrigin1_l2 = numpy.array([self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([0.0, 0.0, -1.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff2_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - def create_bbWeldstiff3_u1(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.bbWeldWeb_L3.b - stiffenerOrigin1_u1 = numpy.array([-self.beam_stiffener_F1.W - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff3_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff3_u2(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L22+ self.bbWeldWeb_L3.b - stiffenerOrigin1_u2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff3_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff3_l1(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - stiffenerOrigin1_l1 = numpy.array([-self.beam_stiffener_F1.L22 - self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff3_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff3_l2(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L+ self.bbWeldWeb_L3.b - stiffenerOrigin3_l2 = numpy.array([-self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener3_l2_uDir = numpy.array([-1.0, 0.0, 0.0]) - stiffener3_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff3_l2.place(stiffenerOrigin3_l2, stiffener3_l2_uDir, stiffener3_l2_wDir) - - def create_bbWeldstiff4_u1(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - stiffenerOrigin1_u1 = numpy.array([self.beam_stiffener_F1.L22 + self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_u1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.bbWeldstiff4_u1.place(stiffenerOrigin1_u1, stiffener1_u1_uDir, stiffener1_u1_wDir) - - def create_bbWeldstiff4_u2(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L22+ self.bbWeldWeb_L3.b - stiffenerOrigin1_u2 = numpy.array([self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc]) - stiffener1_u2_uDir = numpy.array([0.0, 0.0, 1.0]) - stiffener1_u2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.bbWeldstiff4_u2.place(stiffenerOrigin1_u2, stiffener1_u2_uDir, stiffener1_u2_wDir) - - def create_bbWeldstiff4_l1(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T+ self.bbWeldWeb_L3.b - stiffenerOrigin1_l1 = numpy.array([self.beam_stiffener_F1.W + self.beamLeft.t / 2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l1_uDir = numpy.array([0.0, 1.0, 0.0]) - stiffener1_l1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.bbWeldstiff4_l1.place(stiffenerOrigin1_l1, stiffener1_l1_uDir, stiffener1_l1_wDir) - - def create_bbWeldstiff4_l2(self): - gap = self.beamLeft.length + self.plateLeft.T + self.plateRight.T + self.beam_stiffener_F3.L+ self.bbWeldWeb_L3.b - stiffenerOrigin1_l2 = numpy.array([self.beamLeft.t/2, gap, - self.beamRight.D / 2 - self.loc - self.beam_stiffener_F1.T]) - stiffener1_l2_uDir = numpy.array([0.0, 0.0, -1.0]) - stiffener1_l2_wDir = numpy.array([0.0, -1.0, 0.0]) - self.bbWeldstiff4_l2.place(stiffenerOrigin1_l2, stiffener1_l2_uDir, stiffener1_l2_wDir) - - ############################################################################################################# - # Following functions returns the CAD model to the function display_3DModel of main file # - ############################################################################################################# - # def get_beam_models(self): - # ''' - # - # Returns: Returns model of beam (left and right) - # - # ''' - # return [self.beamRModel, self.beamLModel] - # - # def get_connector_models(self): - # ''' - # - # Returns: Returns model related to connector (plates and weld) - # - # ''' - # return [self.plateRModel, self.plateLModel, self.beam_stiffener_1Model, self.beam_stiffener_2Model, self.beam_stiffener_3Model, - # self.beam_stiffener_4Model, self.bbWeldAbvFlang_11Model, self.bbWeldAbvFlang_12Model, - # self.bbWeldAbvFlang_21Model, self.bbWeldAbvFlang_22Model, self.bbWeldBelwFlang_11Model, self.bbWeldBelwFlang_12Model, - # self.bbWeldBelwFlang_13Model, self.bbWeldBelwFlang_14Model, self.bbWeldBelwFlang_21Model, self.bbWeldBelwFlang_22Model, - # self.bbWeldBelwFlang_23Model, self.bbWeldBelwFlang_24Model, self.bbWeldSideWeb_11Model, self.bbWeldSideWeb_12Model, - # self.bbWeldSideWeb_21Model, self.bbWeldSideWeb_22Model] + self.nut_bolt_array.get_models() - # - # def get_models(self): - # ''' - # - # Returns: Returns model related to complete model (beams, plates and weld) - # - # ''' - # return [self.beamRModel, self.beamLModel, self.plateRModel, self.plateLModel, self.beam_stiffener_1Model, self.beam_stiffener_2Model, - # self.beam_stiffener_3Model, self.beam_stiffener_4Model, self.bbWeldAbvFlang_11Model, self.bbWeldAbvFlang_12Model, - # self.bbWeldAbvFlang_21Model, self.bbWeldAbvFlang_22Model, self.bbWeldBelwFlang_11Model, self.bbWeldBelwFlang_12Model, - # self.bbWeldBelwFlang_13Model, self.bbWeldBelwFlang_14Model, self.bbWeldBelwFlang_21Model, self.bbWeldBelwFlang_22Model, - # self.bbWeldBelwFlang_23Model, self.bbWeldBelwFlang_24Model, self.bbWeldSideWeb_11Model, self.bbWeldSideWeb_12Model, - # self.bbWeldSideWeb_21Model, self.bbWeldSideWeb_22Model] + self.nut_bolt_array.get_models() - - def get_beamLModel(self): - return self.beamLModel - - def get_beamRModel(self): - return self.beamRModel - - def get_plateLModel(self): - return self.plateLModel - - def get_plateRModel(self): - return self.plateRModel - - def get_nutboltmodels(self): - return self.nut_bolt_array.get_models() - - def get_beam_stiffener_1Model(self): - return self.beam_stiffener_1Model - - def get_beam_stiffener_2Model(self): - return self.beam_stiffener_2Model - - def get_beam_stiffener_3Model(self): - return self.beam_stiffener_3Model - - def get_beam_stiffener_4Model(self): - return self.beam_stiffener_4Model - - def get_beam_stiffener_F1Model(self): - return self.beam_stiffener_F1Model - - def get_beam_stiffener_F2Model(self): - return self.beam_stiffener_F2Model - - def get_beam_stiffener_F3Model(self): - return self.beam_stiffener_F3Model - - def get_beam_stiffener_F4Model(self): - return self.beam_stiffener_F4Model - - def get_bbWeldFlang_R1Model(self): - return self.bbWeldFlang_R1Model - - def get_bbWeldFlang_R2Model(self): - return self.bbWeldFlang_R2Model - - def get_bbWeldFlang_L1Model(self): - return self.bbWeldFlang_L1Model - - def get_bbWeldFlang_L2Model(self): - return self.bbWeldFlang_L2Model - - def get_bbWeldWeb_R3Model(self): - return self.bbWeldWeb_R3Model - - def get_bbWeldWeb_L3Model(self): - return self.bbWeldWeb_L3Model - - # def get_bbWeldStiffH_1Model(self): - # return self.bbWeldStiffH_1Model - # - # def get_bbWeldStiffL_1Model(self): - # return self.bbWeldStiffL_1Model - # - # def get_bbWeldStiffH_3Model(self): - # return self.bbWeldStiffH_3Model - # - # def get_bbWeldStiffL_3Model(self): - # return self.bbWeldStiffL_3Model - # - # def get_bbWeldStiffH_2Model(self): - # return self.bbWeldStiffH_2Model - # - # def get_bbWeldStiffL_2Model(self): - # return self.bbWeldStiffL_2Model - # - # def get_bbWeldStiffH_4Model(self): - # return self.bbWeldStiffH_4Model - # - # def get_bbWeldStiffL_4Model(self): - # return self.bbWeldStiffL_4Model - - def get_bbWeldStiffHL_1Model(self): - return self.bbWeldStiffHL_1Model - - def get_bbWeldStiffLL_1Model(self): - return self.bbWeldStiffLL_1Model - - def get_bbWeldStiffHL_3Model(self): - return self.bbWeldStiffHL_3Model - - def get_bbWeldStiffLL_3Model(self): - return self.bbWeldStiffLL_3Model - - def get_bbWeldStiffHL_2Model(self): - return self.bbWeldStiffHL_2Model - - def get_bbWeldStiffLL_2Model(self): - return self.bbWeldStiffLL_2Model - - def get_bbWeldStiffHL_4Model(self): - return self.bbWeldStiffHL_4Model - - def get_bbWeldStiffLL_4Model(self): - return self.bbWeldStiffLL_4Model - - def get_bbWeldStiffHR_1Model(self): - return self.bbWeldStiffHR_1Model - - def get_bbWeldStiffLR_1Model(self): - return self.bbWeldStiffLR_1Model - - def get_bbWeldStiffHR_3Model(self): - return self.bbWeldStiffHR_3Model - - def get_bbWeldStiffLR_3Model(self): - return self.bbWeldStiffLR_3Model - - def get_bbWeldStiffHR_2Model(self): - return self.bbWeldStiffHR_2Model - - def get_bbWeldStiffLR_2Model(self): - return self.bbWeldStiffLR_2Model - - def get_bbWeldStiffHR_4Model(self): - return self.bbWeldStiffHR_4Model - - def get_bbWeldStiffLR_4Model(self): - return self.bbWeldStiffLR_4Model - - def get_bbWeldstiff1_u1Model(self): - return self.bbWeldstiff1_u1Model - - def get_bbWeldstiff1_u2Model(self): - return self.bbWeldstiff1_u2Model - - def get_bbWeldstiff1_l1Model(self): - return self.bbWeldstiff1_l1Model - - def get_bbWeldstiff1_l2Model(self): - return self.bbWeldstiff1_l2Model - - def get_bbWeldstiff2_u1Model(self): - return self.bbWeldstiff2_u1Model - - def get_bbWeldstiff2_u2Model(self): - return self.bbWeldstiff2_u2Model - - def get_bbWeldstiff2_l1Model(self): - return self.bbWeldstiff2_l1Model - - def get_bbWeldstiff2_l2Model(self): - return self.bbWeldstiff2_l2Model - - def get_bbWeldstiff3_u1Model(self): - return self.bbWeldstiff3_u1Model - - def get_bbWeldstiff3_u2Model(self): - return self.bbWeldstiff3_u2Model - - def get_bbWeldstiff3_l1Model(self): - return self.bbWeldstiff3_l1Model - - def get_bbWeldstiff3_l2Model(self): - return self.bbWeldstiff3_l2Model - - def get_bbWeldstiff4_u1Model(self): - return self.bbWeldstiff4_u1Model - - def get_bbWeldstiff4_u2Model(self): - return self.bbWeldstiff4_u2Model - - def get_bbWeldstiff4_l1Model(self): - return self.bbWeldstiff4_l1Model - - def get_bbWeldstiff4_l2Model(self): - return self.bbWeldstiff4_l2Model diff --git a/Connections/Moment/ExtendedEndPlate/extended_main.py b/Connections/Moment/ExtendedEndPlate/extended_main.py deleted file mode 100644 index f1c75a054..000000000 --- a/Connections/Moment/ExtendedEndPlate/extended_main.py +++ /dev/null @@ -1,2423 +0,0 @@ -""" -Created on 24-Aug-2017 - -@author: Reshma -""" - -from ui_extendedendplate import Ui_MainWindow -from ui_design_preferences import Ui_DesignPreferences -from ui_design_summary import Ui_DesignReport -from ui_plate import Ui_Plate -from ui_stiffener import Ui_Stiffener -from ui_pitch import Ui_Pitch -from ui_weld_details import Ui_Weld_Details -from svg_window import SvgWindow -from ui_tutorial import Ui_Tutorial -from ui_aboutosdag import Ui_AboutOsdag -from ui_ask_question import Ui_AskQuestion -from bbExtendedEndPlateSpliceCalc import bbExtendedEndPlateSplice -import bbExtendedEndPlateSpliceCalc as db_value -from reportGenerator import save_html -from drawing_2D_ExtendedBothways import ExtendedEndPlate -from drawing_2D_Extendedoneway import OnewayEndPlate -from drawing_2D_BBFlush import FlushEndPlate - - -from PyQt5.QtWidgets import QDialog, QApplication, QMainWindow, QFontDialog, QFileDialog -from PyQt5.Qt import QColor, QBrush, Qt, QIntValidator, QDoubleValidator, QFile, QTextStream, pyqtSignal, QColorDialog, QPixmap, QPalette -from PyQt5 import QtGui, QtCore, QtWidgets, QtOpenGL -from model import * -import sys -import os -import pickle -import pdfkit -import json -import ConfigParser -import cairosvg -import shutil -import subprocess - -from Connections.Component.ISection import ISection -from Connections.Component.nut import Nut -from Connections.Component.bolt import Bolt -from Connections.Component.filletweld import FilletWeld -from Connections.Component.groove_weld import GrooveWeld -from Connections.Component.plate import Plate -from Connections.Component.stiffener_plate import StiffenerPlate -from Connections.Moment.ExtendedEndPlate.bbExtendedEndPlateSpliceCalc import bbExtendedEndPlateSplice -from Connections.Moment.ExtendedEndPlate.extendedBothWays import CADFillet -from Connections.Moment.ExtendedEndPlate.extendedBothWays import CADGroove -from Connections.Moment.ExtendedEndPlate.nutBoltPlacement import NutBoltArray -from Connections.Component.quarterCone import QuarterCone -from OCC.Quantity import Quantity_NOC_SADDLEBROWN -from OCC import IGESControl, BRepTools -from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse -from OCC.Interface import Interface_Static_SetCVal -from OCC.IFSelect import IFSelect_RetDone -from OCC.StlAPI import StlAPI_Writer -from OCC.STEPControl import STEPControl_Writer, STEPControl_AsIs - -from utilities import osdag_display_shape -import copy - - -class MyTutorials(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Tutorial() - self.ui.setupUi(self) - self.mainController = parent - - -class MyAskQuestion(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AskQuestion() - self.ui.setupUi(self) - self.mainController = parent - - -class MyAboutOsdag(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AboutOsdag() - self.ui.setupUi(self) - self.mainController = parent - - -class DesignPreference(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_DesignPreferences() - self.ui.setupUi(self) - self.maincontroller = parent - - self.saved = None - self.ui.combo_design_method.model().item(1).setEnabled(False) - self.ui.combo_design_method.model().item(2).setEnabled(False) - self.save_default_para() - dbl_validator = QDoubleValidator() - self.ui.txt_boltFu.setValidator(dbl_validator) - self.ui.txt_boltFu.setMaxLength(7) - self.ui.txt_weldFu.setValidator(dbl_validator) - self.ui.txt_weldFu.setMaxLength(7) - self.ui.btn_defaults.clicked.connect(self.save_default_para) - # self.ui.btn_save.clicked.connect(self.save_designPref_para) - self.ui.btn_save.hide() - self.ui.btn_close.clicked.connect(self.close_designPref) - self.ui.combo_boltHoleType.currentIndexChanged[str].connect(self.get_clearance) - - - def save_designPref_para(self): - uiObj = self.maincontroller.get_user_inputs() - self.saved_designPref = {} - self.saved_designPref["bolt"] = {} - self.saved_designPref["bolt"]["bolt_type"] = str(self.ui.combo_boltType.currentText()) - self.saved_designPref["bolt"]["bolt_hole_type"] = str(self.ui.combo_boltHoleType.currentText()) - self.saved_designPref["bolt"]["bolt_hole_clrnce"] = self.get_clearance() - self.saved_designPref["bolt"]["bolt_fu"] = float(str(self.ui.txt_boltFu.text())) - self.saved_designPref["bolt"]["slip_factor"] = float(str(self.ui.combo_slipfactor.currentText())) - - self.saved_designPref["weld"] = {} - weldType = str(self.ui.combo_weldType.currentText()) - self.saved_designPref["weld"]["typeof_weld"] = weldType - if weldType == "Shop weld": - self.saved_designPref["weld"]["safety_factor"] = float(1.25) - else: - self.saved_designPref["weld"]["safety_factor"] = float(1.5) - self.saved_designPref["weld"]["fu_overwrite"] = self.ui.txt_weldFu.text() - - self.saved_designPref["detailing"] = {} - typeOfEdge = str(self.ui.combo_detailingEdgeType.currentText()) - self.saved_designPref["detailing"]["typeof_edge"] = typeOfEdge - if typeOfEdge == "a - Sheared or hand flame cut": - self.saved_designPref["detailing"]["min_edgend_dist"] = float(1.7) - else: - self.saved_designPref["detailing"]["min_edgend_dist"] = float(1.5) - - self.saved_designPref["detailing"]["is_env_corrosive"] = str(self.ui.combo_detailing_memebers.currentText()) - self.saved_designPref["design"] = {} - self.saved_designPref["design"]["design_method"] = str(self.ui.combo_design_method.currentText()) - self.saved = True - - # QMessageBox.about(self, 'Information', "Preferences saved") - - return self.saved_designPref - - def save_default_para(self): - uiObj = self.maincontroller.get_user_inputs() - if uiObj["Bolt"]["Grade"] == '': - pass - else: - bolt_grade = float(uiObj["Bolt"]["Grade"]) - bolt_fu = str(self.get_boltFu(bolt_grade)) - self.ui.txt_boltFu.setText(bolt_fu) - self.ui.combo_boltType.setCurrentIndex(1) - self.ui.combo_boltHoleType.setCurrentIndex(0) - designPref = {} - designPref["bolt"] = {} - designPref["bolt"]["bolt_type"] = str(self.ui.combo_boltType.currentText()) - designPref["bolt"]["bolt_hole_type"] = str(self.ui.combo_boltHoleType.currentText()) - designPref["bolt"]["bolt_hole_clrnce"] = self.get_clearance() - designPref["bolt"]["bolt_fu"] = float(self.ui.txt_boltFu.text()) - self.ui.combo_slipfactor.setCurrentIndex(4) - designPref["bolt"]["slip_factor"] = float(str(self.ui.combo_slipfactor.currentText())) - - self.ui.combo_weldType.setCurrentIndex(0) - designPref["weld"] = {} - weldType = str(self.ui.combo_weldType.currentText()) - designPref["weld"]["typeof_weld"] = weldType - designPref["weld"]["safety_factor"] = float(1.25) - Fu = str(uiObj["Member"]["fu (MPa)"]) - self.ui.txt_weldFu.setText(Fu) - designPref["weld"]["fu_overwrite"] = self.ui.txt_weldFu.text() - self.ui.combo_detailingEdgeType.setCurrentIndex(0) - designPref["detailing"] = {} - typeOfEdge = str(self.ui.combo_detailingEdgeType.currentText()) - designPref["detailing"]["typeof_edge"] = typeOfEdge - designPref["detailing"]["min_edgend_dist"] = float(1.7) - self.ui.combo_detailing_memebers.setCurrentIndex(0) - designPref["detailing"]["is_env_corrosive"] = str(self.ui.combo_detailing_memebers.currentText()) - - designPref["design"] = {} - designPref["design"]["design_method"] = str(self.ui.combo_design_method.currentText()) - self.saved = False - return designPref - - def set_weldFu(self): - """ - - Returns: Set weld Fu based on member fu - - """ - uiObj = self.maincontroller.get_user_inputs() - Fu = str(uiObj["Member"]["fu (MPa)"]) - self.ui.txt_weldFu.setText(Fu) - - def set_boltFu(self): - uiObj = self.maincontroller.get_user_inputs() - boltGrade = str(uiObj["Bolt"]["Grade"]) - if boltGrade != '': - boltfu = str(self.get_boltFu(boltGrade)) - self.ui.txt_boltFu.setText(boltfu) - else: - pass - - def get_clearance(self): - - uiObj = self.maincontroller.get_user_inputs() - boltDia = str(uiObj["Bolt"]["Diameter (mm)"]) - if boltDia != 'Select diameter': - - standard_clrnce = {12: 1, 14: 1, 16: 2, 18: 2, 20: 2, 22: 2, 24: 2, 30: 3, 34: 3, 36: 3} - overhead_clrnce = {12: 3, 14: 3, 16: 4, 18: 4, 20: 4, 22: 4, 24: 6, 30: 8, 34: 8, 36: 8} - boltHoleType = str(self.ui.combo_boltHoleType.currentText()) - if boltHoleType == "Standard": - clearance = standard_clrnce[int(boltDia)] - else: - clearance = overhead_clrnce[int(boltDia)] - - return clearance - else: - pass - - def get_boltFu(self, boltGrade): - """ - - Args: - boltGrade: Friction Grip Bolt or Bearing Bolt - - Returns: ultimate strength of bolt depending upon grade of bolt chosen - - """ - # boltFu = {3.6: 330, 4.6: 400, 4.8: 420, 5.6: 500, 5.8: 520, 6.8: 600, 8.8: 800, 9.8: 900, 10.9: 1040, - # 12.9: 1220} - boltGrd = float(boltGrade) - boltFu = int(boltGrd) * 100 # Nominal strength of bolt - return boltFu - - def close_designPref(self): - self.close() - - def closeEvent(self, QCloseEvent): - self.save_designPref_para() - QCloseEvent.accept() - - -class PlateDetails(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Plate() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bbExtendedEndPlateSplice(uiObj) - self.ui.txt_plateWidth.setText(str(resultObj_plate["Plate"]["Width"])) - self.ui.txt_plateHeight.setText(str(resultObj_plate["Plate"]["Height"])) - self.ui.txt_plateDemand.setText(str(resultObj_plate["Plate"]["MomentDemand"])) - self.ui.txt_plateCapacity.setText(str(resultObj_plate["Plate"]["MomentCapacity"])) - - -class Stiffener(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Stiffener() - self.ui.setupUi(self) - self.maincontroller = parent - self.ui.widget.setPixmap(QtGui.QPixmap(":/newPrefix/images/Ui_stiffener.png")) - uiObj = self.maincontroller.designParameters() - resultObj_plate = bbExtendedEndPlateSplice(uiObj) - - # loc = self.ui.plateHeight.currentText() - - if uiObj["Member"]["Connectivity"] == "Flush": - self.ui.plateHeight.setText("Width (mm)") - - self.ui.txt_stiffnrHeight.setText(str(resultObj_plate['Stiffener']['Width'])) - self.ui.txt_stiffnrLength.setText(str(resultObj_plate["Stiffener"]["Length"])) - self.ui.txt_stiffnrThickness.setText(str(resultObj_plate["Stiffener"]["Thickness"])) - self.ui.txt_stiffnrThickness_2.setText(str(resultObj_plate['Stiffener']['Moment'])) - self.ui.txt_stiffnrThickness_3.setText(str(resultObj_plate['Stiffener']['MomentCapacity'])) - - else: - self.ui.plateHeight.setText("Height (mm)") - - self.ui.txt_stiffnrHeight.setText(str(resultObj_plate["Stiffener"]["Height"])) - self.ui.txt_stiffnrLength.setText(str(resultObj_plate["Stiffener"]["Length"])) - self.ui.txt_stiffnrThickness.setText(str(resultObj_plate["Stiffener"]["Thickness"])) - self.ui.txt_stiffnrThickness_2.setText(str(resultObj_plate['Stiffener']['Moment'])) - self.ui.txt_stiffnrThickness_3.setText(str(resultObj_plate['Stiffener']['MomentCapacity'])) - -class Weld_Details(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Weld_Details() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bbExtendedEndPlateSplice(uiObj) - self.ui.label_note_1.setText("All dimensions are in mm") - if db_value.beam_tf <= 12: - self.ui.label_picture_1.setPixmap(QtGui.QPixmap(":/newPrefix/images/Butt_weld_single_bevel_flange.png")) - self.ui.label_note_2.setText("As flange thickness, tf (%d mm) <= 12 mm, single bevel butt welding is provided [Reference: IS 9595:1996]." % int(db_value.beam_tf)) - else: - self.ui.label_picture_1.setPixmap(QtGui.QPixmap(":/newPrefix/images/Butt_weld_double_bevel_flange.png")) - self.ui.label_note_2.setText("As flange thickness, tf (%d mm) > 12 mm, double bevel butt welding is provided [Reference: IS 9595:1996]." % int(db_value.beam_tf)) - if db_value.beam_tw <= 12: - self.ui.label_picture_2.setPixmap(QtGui.QPixmap(":/newPrefix/images/Butt_weld_single_bevel_web.png")) - self.ui.label_note_3.setText("As web thickness, tw (%d mm) <= 12 mm, single bevel butt welding is provided [Reference: IS 9595:1996]." % int(db_value.beam_tw)) - else: - self.ui.label_picture_2.setPixmap(QtGui.QPixmap(":/newPrefix/images/Butt_weld_double_bevel_web.png")) - self.ui.label_note_3.setText("As web thickness, tw (%d mm) > 12 mm, double bevel butt welding is provided [Reference: IS 9595:1996]." % int(db_value.beam_tw)) - - - -class Pitch(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Pitch() - self.ui.setupUi(self) - self.maincontroller = parent - - uiObj = self.maincontroller.designParameters() - resultObj_plate = bbExtendedEndPlateSplice(uiObj) - print "result plate", resultObj_plate - no_of_bolts = resultObj_plate['Bolt']['NumberOfBolts'] - - if uiObj["Member"]["Connectivity"] == "Flush": - - if no_of_bolts == 4: - pixmap = QPixmap(":/newPrefix/images/Flush/Flush_4.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch'])) - self.ui.lbl_1.setText('Pitch') - self.ui.lbl_mem2.hide() - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_2.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch2.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - - - - elif no_of_bolts == 6: - pixmap = QPixmap(":/newPrefix/images/Flush/Flush_6.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.label_3.setPixmap(QtGui.QPixmap("../../../ResourceFiles/images/cleatAngle.png")) - self.ui.lbl_1.setText('Pitch12') - self.ui.lbl_2.setText('Pitch23') - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - - if no_of_bolts == 6: - pixmap = QPixmap(":/newPrefix/images/One_way/OWE_6.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lbl_1.setText('Pitch23') - self.ui.lbl_mem2.hide() - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_2.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch2.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - - elif no_of_bolts == 8: - pixmap = QPixmap(":/newPrefix/images/One_way/OWE_8.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lbl_1.setText('Pitch23') - self.ui.lbl_2.setText('Pitch34') - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - - elif no_of_bolts == 10: - pixmap = QPixmap(":/newPrefix/images/One_way/OWE_10.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lbl_1.setText('Pitch12') - self.ui.lbl_2.setText('Pitch34') - self.ui.lbl_3.setText('Pitch45') - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - else: - - if no_of_bolts == 8: - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch'])) - pixmap = QPixmap(":/newPrefix/images/Both_way/BW_8.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lbl_1.setText('Pitch') - self.ui.lbl_mem2.hide() - self.ui.lbl_mem3.hide() - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_2.hide() - self.ui.lbl_3.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch2.hide() - self.ui.lineEdit_pitch3.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - elif no_of_bolts == 12: - pixmap = QPixmap(":/newPrefix/images/Both_way/BW_12.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lbl_1.setText('Pitch_2_3') - self.ui.lbl_2.setText('Pitch_3_4') - self.ui.lbl_3.setText('Pitch_4_5') - self.ui.lbl_mem4.hide() - self.ui.lbl_mem5.hide() - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_4.hide() - self.ui.lbl_5.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch4.hide() - self.ui.lineEdit_pitch5.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - elif no_of_bolts == 16: - pixmap = QPixmap(":/newPrefix/images/Both_way/BW_16.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch23'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch67'])) - self.ui.lbl_1.setText('Pitch_2_3') - self.ui.lbl_2.setText('Pitch_3_4') - self.ui.lbl_3.setText('Pitch_4_5') - self.ui.lbl_4.setText('Pitch_5_6') - self.ui.lbl_5.setText('Pitch_6_7') - self.ui.lbl_mem6.hide() - self.ui.lbl_mem7.hide() - self.ui.lbl_6.hide() - self.ui.lbl_7.hide() - self.ui.lineEdit_pitch6.hide() - self.ui.lineEdit_pitch7.hide() - elif no_of_bolts == 20: - pixmap = QPixmap(":/newPrefix/images/Both_way/BW_20.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.label_3.setPixmap(pixmap) - self.ui.lineEdit_pitch.setText(str(resultObj_plate['Bolt']['Pitch12'])) - self.ui.lineEdit_pitch2.setText(str(resultObj_plate['Bolt']['Pitch34'])) - self.ui.lineEdit_pitch3.setText(str(resultObj_plate['Bolt']['Pitch45'])) - self.ui.lineEdit_pitch4.setText(str(resultObj_plate['Bolt']['Pitch56'])) - self.ui.lineEdit_pitch5.setText(str(resultObj_plate['Bolt']['Pitch67'])) - self.ui.lineEdit_pitch6.setText(str(resultObj_plate['Bolt']['Pitch78'])) - self.ui.lineEdit_pitch7.setText(str(resultObj_plate['Bolt']['Pitch910'])) - self.ui.lbl_1.setText('Pitch_1_2') - self.ui.lbl_2.setText('Pitch_3_4') - self.ui.lbl_3.setText('Pitch_4_5') - self.ui.lbl_4.setText('Pitch_5_6') - self.ui.lbl_5.setText('Pitch_6_7') - self.ui.lbl_6.setText('Pitch_7_8') - self.ui.lbl_7.setText('Pitch_9_10') - - -class DesignReportDialog(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_DesignReport() - self.ui.setupUi(self) - self.maincontroller = parent - self.setWindowTitle("Design Profile") - self.ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.ui.lbl_browse)) - self.ui.btn_saveProfile.clicked.connect(self.saveUserProfile) - self.ui.btn_useProfile.clicked.connect(self.useUserProfile) - self.accepted.connect(self.save_inputSummary) - - def save_inputSummary(self): - report_summary = self.get_report_summary() - self.maincontroller.save_design(report_summary) - - def getLogoFilePath(self, lblwidget): - self.ui.lbl_browse.clear() - filename, _ = QFileDialog.getOpenFileName(self, 'Open File', "../../ ", 'Images (*.png *.svg *.jpg)', None, - QFileDialog.DontUseNativeDialog) - flag = True - if filename == '': - flag = False - return flag - else: - base = os.path.basename(str(filename)) - lblwidget.setText(base) - base_type = base[-4:] - self.desired_location(filename, base_type) - - return str(filename) - - def desired_location(self, filename, base_type): - if base_type == ".svg": - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.maincontroller.folder), "images_html", "cmpylogoExtendEndplate.svg")) - else: - shutil.copyfile(filename, os.path.join(str(self.maincontroller.folder), "images_html", "cmpylogoExtendEndplate.png")) - - def saveUserProfile(self): - inputData = self.get_report_summary() - filename, _ = QFileDialog.getSaveFileName(self, 'Save Files', - os.path.join(str(self.maincontroller.folder), "Profile"), '*.txt') - if filename == '': - flag = False - return flag - else: - infile = open(filename, 'w') - pickle.dump(inputData, infile) - infile.close() - - def get_report_summary(self): - report_summary = {"ProfileSummary": {}} - report_summary["ProfileSummary"]["CompanyName"] = str(self.ui.lineEdit_companyName.text()) - report_summary["ProfileSummary"]["CompanyLogo"] = str(self.ui.lbl_browse.text()) - report_summary["ProfileSummary"]["Group/TeamName"] = str(self.ui.lineEdit_groupName.text()) - report_summary["ProfileSummary"]["Designer"] = str(self.ui.lineEdit_designer.text()) - - report_summary["ProjectTitle"] = str(self.ui.lineEdit_projectTitle.text()) - report_summary["Subtitle"] = str(self.ui.lineEdit_subtitle.text()) - report_summary["JobNumber"] = str(self.ui.lineEdit_jobNumber.text()) - report_summary["Client"] = str(self.ui.lineEdit_client.text()) - report_summary["AdditionalComments"] = str(self.ui.txt_additionalComments.toPlainText()) - - return report_summary - - def useUserProfile(self): - filename, _ = QFileDialog.getOpenFileName(self, 'Open Files', - os.path.join(str(self.maincontroller.folder), "Profile"), - "All Files (*)") - if os.path.isfile(filename): - outfile = open(filename, 'r') - reportsummary = pickle.load(outfile) - self.ui.lineEdit_companyName.setText(reportsummary["ProfileSummary"]['CompanyName']) - self.ui.lbl_browse.setText(reportsummary["ProfileSummary"]['CompanyLogo']) - self.ui.lineEdit_groupName.setText(reportsummary["ProfileSummary"]['Group/TeamName']) - self.ui.lineEdit_designer.setText(reportsummary["ProfileSummary"]['Designer']) - else: - pass - - -class Maincontroller(QMainWindow): - closed = pyqtSignal() - - def __init__(self, folder): - QMainWindow.__init__(self) - self.ui = Ui_MainWindow() - self.ui.setupUi(self) - self.folder = folder - self.connection = "Extended" - self.get_beamdata() - self.result_obj = None - self.ui.combo_weld_method.currentTextChanged.connect(self.on_change) - - self.designPrefDialog = DesignPreference(self) - # self.ui.combo_connLoc.model().item(1).setEnabled(False) - # self.ui.combo_connLoc.model().item(2).setEnabled(False) - # self.ui.combo_connLoc.currentIndexChanged.connect(self.get_beamdata) - # self.ui.combo_beamSec.setCurrentIndex(0) - - # import math - # beam_section = self.fetchBeamPara() - # t_w = float(beam_section["tw"]) - # t_f = float(beam_section["T"]) - # print t_w, t_f - # t_thicker = math.ceil(max(t_w, t_f)) - # t_thicker = (t_thicker / 2.) * 2 - # - # self.plate_thickness = {'Select plate thickness':[t_thicker, t_thicker+2]} - - self.gradeType = {'Please select type': '', 'Friction Grip Bolt': [8.8, 10.9], - 'Bearing Bolt': [3.6, 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8, 10.9, 12.9]} - self.ui.combo_type.addItems(self.gradeType.keys()) - self.ui.combo_type.currentIndexChanged[str].connect(self.combotype_current_index_changed) - self.ui.combo_type.setCurrentIndex(0) - self.retrieve_prevstate() - self.ui.combo_connLoc.currentIndexChanged[str].connect(self.setimage_connection) - - self.ui.btnFront.clicked.connect(lambda : self.call_2D_drawing("Front")) - self.ui.btnTop.clicked.connect(lambda : self.call_2D_drawing("Top")) - self.ui.btnSide.clicked.connect(lambda : self.call_2D_drawing("Side")) - self.ui.actionfinPlate_quit.setShortcut('Ctrl+Q') - self.ui.actionfinPlate_quit.setStatusTip('Exit application') - self.ui.actionfinPlate_quit.triggered.connect(qApp.quit) - - self.ui.combo_diameter.currentIndexChanged[str].connect(self.bolt_hole_clearance) - self.ui.combo_grade.currentIndexChanged[str].connect(self.call_bolt_fu) - self.ui.txt_Fu.textChanged.connect(self.call_weld_fu) - - self.ui.btn_Design.clicked.connect(self.design_btnclicked) - self.ui.btn_Design.clicked.connect(self.osdag_header) - self.ui.btn_Design.clicked.connect(self.osdag_image1) - self.ui.btn_Design.clicked.connect(self.osdag_image2) - self.ui.btn_Design.clicked.connect(self.osdag_image3) - self.ui.btn_Design.clicked.connect(self.osdag_image4) - self.ui.btn_Reset.clicked.connect(self.reset_btnclicked) - self.ui.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.inputDock)) - self.ui.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.outputDock)) - self.ui.actionDesign_Preferences.triggered.connect(self.design_prefer) - self.ui.actionEnlarge_font_size.triggered.connect(self.show_font_dialogue) - self.ui.action_save_input.triggered.connect(self.save_design_inputs) - self.ui.action_load_input.triggered.connect(self.load_design_inputs) - self.ui.actionSave_log_messages.triggered.connect(self.save_log_messages) - self.ui.actionSave_3D_model.triggered.connect(self.save_3D_cad_images) - self.ui.actionCreate_design_report.triggered.connect(self.design_report) - self.ui.actionChange_background.triggered.connect(self.show_color_dialog) - self.ui.actionSave_Front_View.triggered.connect(lambda : self.call_2D_drawing("Front")) - self.ui.actionSave_Side_View.triggered.connect(lambda : self.call_2D_drawing("Side")) - self.ui.actionSave_Top_View.triggered.connect(lambda : self.call_2D_drawing("Top")) - self.ui.actionShow_all.triggered.connect(lambda: self.call_3DModel("gradient_bg")) - self.ui.actionShow_beam.triggered.connect(lambda: self.call_3DBeam("gradient_bg")) - self.ui.actionShow_connector.triggered.connect(lambda: self.call_3DConnector("gradient_bg")) - self.ui.actionSave_current_image.triggered.connect(self.save_CAD_images) - self.ui.actionZoom_in.triggered.connect(self.call_zoomin) - self.ui.actionZoom_out.triggered.connect(self.call_zoomout) - self.ui.actionPan.triggered.connect(self.call_pannig) - self.ui.actionRotate_3D_model.triggered.connect(self.call_rotation) - self.ui.actionClear.triggered.connect(self.clear_log_messages) - self.ui.actionAbout_Osdag_2.triggered.connect(self.open_about_osdag) - self.ui.actionAsk_Us_a_Question.triggered.connect(self.open_ask_question) - self.ui.actionSample_Tutorials.triggered.connect(self.open_tutorials) - self.ui.actionDesign_examples.triggered.connect(self.design_examples) - - - self.ui.btn_pitchDetail.clicked.connect(self.pitch_details) - self.ui.btn_plateDetail.clicked.connect(self.plate_details) - self.ui.btn_stiffnrDetail.clicked.connect(self.stiffener_details) - self.ui.btn_weldDetails.clicked.connect(self.weld_details) - self.ui.btn_CreateDesign.clicked.connect(self.design_report) - self.ui.btn_SaveMessages.clicked.connect(self.save_log_messages) - - self.ui.btn3D.clicked.connect(lambda : self.call_3DModel("gradient_bg")) - self.ui.chkBx_beamSec.clicked.connect(lambda : self.call_3DBeam("gradient_bg")) - self.ui.chkBx_connector.clicked.connect(lambda :self.call_3DConnector("gradient_bg")) - - validator = QIntValidator() - - doubl_validator = QDoubleValidator() - self.ui.txt_Fu.setValidator(doubl_validator) - self.ui.txt_Fy.setValidator(doubl_validator) - self.ui.txt_Moment.setValidator(doubl_validator) - self.ui.txt_Shear.setValidator(doubl_validator) - self.ui.txt_Axial.setValidator(doubl_validator) - self.ui.txt_plateHeight.setValidator(doubl_validator) - self.ui.txt_plateWidth.setValidator(doubl_validator) - - min_fu = 410 # The values of ultimate strength have been referred from IS 2062:2011 - max_fu = 780 - self.ui.txt_Fu.editingFinished.connect(lambda: self.check_range(self.ui.txt_Fu, min_fu, max_fu)) - self.ui.txt_Fu.editingFinished.connect(lambda: self.validate_fu_fy(self.ui.txt_Fu, self.ui.txt_Fy, self.ui.txt_Fu, self.ui.lbl_fu)) - - min_fy = 230 # The values of yield strength have been referred from IS 2062:2011 - max_fy = 650 - self.ui.txt_Fy.editingFinished.connect(lambda: self.check_range(self.ui.txt_Fy, min_fy, max_fy)) - self.ui.txt_Fy.editingFinished.connect( - lambda: self.validate_fu_fy(self.ui.txt_Fu, self.ui.txt_Fy, self.ui.txt_Fy, self.ui.lbl_fy)) - - from osdagMainSettings import backend_name - self.display, _ = self.init_display(backend_str=backend_name()) - self.uiObj = None - self.fuse_model = None - self.resultObj = None - self.disable_buttons() - - def on_change(self): - if self.ui.combo_weld_method.currentText() == "Groove Weld (CJP)": - self.ui.combo_webSize.setCurrentIndex(1) - self.ui.combo_flangeSize.setCurrentIndex(1) - self.ui.combo_flangeSize.setDisabled(True) - self.ui.combo_webSize.setDisabled(True) - else: - self.ui.combo_webSize.setCurrentIndex(0) - self.ui.combo_flangeSize.setCurrentIndex(0) - self.ui.combo_flangeSize.setEnabled(True) - self.ui.combo_webSize.setEnabled(True) - - def init_display(self, backend_str=None, size=(1024, 768)): - from OCC.Display.backend import load_backend, get_qt_modules - - used_backend = load_backend(backend_str) - - global display, start_display, app, _, USED_BACKEND - if 'qt' in used_backend: - from OCC.Display.qtDisplay import qtViewer3d - QtCore, QtGui, QtWidgets, QtOpenGL = get_qt_modules() - - from OCC.Display.qtDisplay import qtViewer3d - self.ui.modelTab = qtViewer3d(self) - - # ======================== CAD ======================== - # self.setWindowTitle("Osdag Finplate") - self.ui.mytabWidget.resize(size[0], size[1]) - self.ui.mytabWidget.addTab(self.ui.modelTab, "") - self.ui.modelTab.InitDriver() - # =========================================================== - display = self.ui.modelTab._display - display.set_bg_gradient_color(23, 1, 32, 23, 1, 32) - # ======================== CAD ======================== - display.display_trihedron() - # =========================================================== - display.View.SetProj(1, 1, 1) - - def centerOnScreen(self): - '''Centers the window on the screen.''' - resolution = QtGui.QDesktopWidget().screenGeometry() - self.move((resolution.width()/2) - (self.frameSize().width()/2), - (resolution.height()/2) - (self.frameSize().height()/2)) - - def start_display(): - self.ui.modelTab.raise_() - - return display, start_display - - def save_design_inputs(self): - filename, _ = QFileDialog.getSaveFileName(self, "Save Design", os.path.join(str(self.folder), "untitled.osi"), - "Input Files(*.osi)") - if not filename: - return - try: - out_file = open(str(filename), 'wb') - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % filename) - return - json.dump(self.uiObj, out_file) - out_file.close() - pass - - - def load_design_inputs(self): - filename, _ = QFileDialog.getOpenFileName(self, "Open Design", str(self.folder), "(*.osi)") - if not filename: - return - try: - in_file = open(str(filename), 'rb') - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % filename) - return - ui_obj = json.load(in_file) - self.set_dict_touser_inputs(ui_obj) - - def save_log_messages(self): - filename, pat = QFileDialog.getSaveFileName(self, "Save File As", os.path.join(str(self.folder), "LogMessages"), - "Text files (*.txt)") - return self.save_file(filename + ".txt") - - def save_file(self,filename): - """ - - Args: - filename: file name - - Returns: open file for writing - - """ - fname = QFile(filename) - if not fname.open(QFile.WriteOnly | QFile.Text): - QMessageBox.warning(self, "Application", - "Cannot write file %s:\n%s." % (filename, fname.errorString())) - return - outf = QTextStream(fname) - QApplication.setOverrideCursor(Qt.WaitCursor) - outf << self.ui.textEdit.toPlainText() - QApplication.restoreOverrideCursor() - - def save_design(self, report_summary): - status = self.resultObj['Bolt']['status'] - if status is True: - self.call_3DModel("white_bg") - data = os.path.join(str(self.folder), "images_html", "3D_Model.png") - self.display.ExportToImage(data) - self.display.FitAll() - else: - pass - - filename = os.path.join(str(self.folder), "images_html", "Html_Report.html") - file_name = str(filename) - self.call_designreport(file_name, report_summary) - - # Creates PDF - config = ConfigParser.ConfigParser() - config.readfp(open(r'Osdag.config')) - wkhtmltopdf_path = config.get('wkhtml_path', 'path1') - - config = pdfkit.configuration(wkhtmltopdf=wkhtmltopdf_path ) - - options = { - 'margin-bottom': '10mm', - 'footer-right': '[page]' - } - file_type = "PDF(*.pdf)" - fname, _ = QFileDialog.getSaveFileName(self, "Save File As", self.folder + "/", file_type) - fname = str(fname) - flag = True - if fname == '': - flag = False - return flag - else: - pdfkit.from_file(filename, fname, configuration=config, options=options) - QMessageBox.about(self, 'Information', "Report Saved") - - def call_designreport(self, fileName, report_summary): - self.alist = self.designParameters() - self.result = bbExtendedEndPlateSplice(self.alist) - print "resultobj", self.result - self.beam_data = self.fetchBeamPara() - save_html(self.result, self.alist, self.beam_data, fileName, report_summary, self.folder) - - def get_user_inputs(self): - uiObj = {} - uiObj["Member"] = {} - uiObj["Member"]["Connectivity"] = str(self.ui.combo_connLoc.currentText()) - uiObj["Member"]["BeamSection"] = str(self.ui.combo_beamSec.currentText()) - uiObj["Member"]["fu (MPa)"] = self.ui.txt_Fu.text() - uiObj["Member"]["fy (MPa)"] = self.ui.txt_Fy.text() - - uiObj["Load"] = {} - uiObj["Load"]["ShearForce (kN)"] = self.ui.txt_Shear.text() - uiObj["Load"]["Moment (kNm)"] = self.ui.txt_Moment.text() - uiObj["Load"]["AxialForce (kN)"] = self.ui.txt_Axial.text() - - uiObj["Bolt"] = {} - uiObj["Bolt"]["Diameter (mm)"] = self.ui.combo_diameter.currentText() - uiObj["Bolt"]["Grade"] = self.ui.combo_grade.currentText() - uiObj["Bolt"]["Type"] = self.ui.combo_type.currentText() - - uiObj["Plate"] = {} - uiObj["Plate"]["Thickness (mm)"] = str(self.ui.combo_plateThick.currentText()) - uiObj["Plate"]["Height (mm)"] = str(self.ui.txt_plateHeight.text()) - uiObj["Plate"]["Width (mm)"] = str(self.ui.txt_plateWidth.text()) - - uiObj["Weld"] = {} - uiObj["Weld"]["Type"] = str(self.ui.combo_weld_method.currentText()) - uiObj["Weld"]["Flange (mm)"] = str(self.ui.combo_flangeSize.currentText()) - uiObj["Weld"]["Web (mm)"] = str(self.ui.combo_webSize.currentText()) - uiObj["Connection"] = self.connection - return uiObj - - def osdag_header(self): - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles", "Osdag_header.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Osdag_header.png")) - - def osdag_image1(self): # This function is created for calling the single butt weld (flange) image in design report - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("Connections/Moment/ExtendedEndPlate/ResourceFiles/images", "Butt_weld_single_bevel_flange.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Butt_weld_single_bevel_flange.png")) - - def osdag_image2(self): # This function is created for calling the double butt weld (flange) image in design report - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("Connections/Moment/ExtendedEndPlate/ResourceFiles/images", "Butt_weld_double_bevel_flange.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Butt_weld_double_bevel_flange.png")) - - def osdag_image3(self): # This function is created for calling the single butt weld (web) image in design report - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("Connections/Moment/ExtendedEndPlate/ResourceFiles/images", "Butt_weld_single_bevel_web.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Butt_weld_single_bevel_web.png")) - - def osdag_image4(self): # This function is created for calling the single butt weld (web) image in design report - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("Connections/Moment/ExtendedEndPlate/ResourceFiles/images", "Butt_weld_double_bevel_web.png"))) - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "Butt_weld_double_bevel_web.png")) - - - def design_prefer(self): - self.designPrefDialog.show() - - def bolt_hole_clearance(self): - self.designPrefDialog.get_clearance() - - def call_bolt_fu(self): - self.designPrefDialog.set_boltFu() - - def call_weld_fu(self): - self.designPrefDialog.set_weldFu() - - def closeEvent(self, event): - """ - - Args: - event: Yes or No - - Returns: Ask for the confirmation while closing the window - - """ - uiInput = self.designParameters() - self.save_inputs_totext(uiInput) - - action = QMessageBox.question(self, "Message", "Are you sure to quit?", QMessageBox.Yes, QMessageBox.No) - if action == QMessageBox.Yes: - self.closed.emit() - event.accept() - else: - event.ignore() - - def save_inputs_totext(self, uiObj): - """ - - Args: - uiObj: User inputs - - Returns: Save the user input to txt format - - """ - input_file = QFile(os.path.join("Connections","Moment","ExtendedEndPlate","saveINPUT.txt")) - if not input_file.open(QFile.WriteOnly | QFile.Text): - QMessageBox.warning(self, "Application", - "Cannot write file %s: \n%s" - % (input_file.fileName(), input_file.errorString())) - pickle.dump(uiObj, input_file) - - def get_prevstate(self): - """ - - Returns: Read for the previous user inputs design - - """ - filename = os.path.join("Connections","Moment","ExtendedEndPlate","saveINPUT.txt") - if os.path.isfile(filename): - file_object = open(filename, 'r') - uiObj = pickle.load(file_object) - return uiObj - else: - return None - - def retrieve_prevstate(self): - """ - - Returns: Retrieve the previous user inputs - - """ - uiObj = self.get_prevstate() - self.set_dict_touser_inputs(uiObj) - - def set_dict_touser_inputs(self, uiObj): - """ - - Args: - uiObj: User inputs - - Returns: Set the dictionary to user inputs - - """ - - if uiObj is not None: - if uiObj["Connection"] != "Extended": - QMessageBox.information(self, "Information", "You can load this input file only from the corresponding design problem") - return - - self.ui.combo_connLoc.setCurrentIndex(self.ui.combo_connLoc.findText(str(uiObj["Member"]["Connectivity"]))) - if uiObj["Member"]["Connectivity"] == "Flush" or "Extended one way" or "Extended both ways": - self.ui.combo_connLoc.setCurrentIndex(self.ui.combo_connLoc.findText(uiObj["Member"]["Connectivity"])) - self.ui.combo_beamSec.setCurrentIndex(self.ui.combo_beamSec.findText(uiObj["Member"]["BeamSection"])) - self.ui.txt_Fu.setText(str(uiObj["Member"]["fu (MPa)"])) - self.ui.txt_Fy.setText(str(uiObj["Member"]["fy (MPa)"])) - self.ui.txt_Shear.setText(str(uiObj["Load"]["ShearForce (kN)"])) - self.ui.txt_Axial.setText(str(uiObj["Load"]["AxialForce (kN)"])) - self.ui.txt_Moment.setText(str(uiObj["Load"]["Moment (kNm)"])) - self.ui.combo_diameter.setCurrentIndex(self.ui.combo_diameter.findText(uiObj["Bolt"]["Diameter (mm)"])) - self.ui.combo_type.setCurrentIndex(self.ui.combo_type.findText(uiObj["Bolt"]["Type"])) - self.ui.combo_grade.setCurrentIndex(self.ui.combo_grade.findText(uiObj["Bolt"]["Grade"])) - self.ui.combo_plateThick.setCurrentIndex(self.ui.combo_plateThick.findText(uiObj["Plate"]["Thickness (mm)"])) - self.ui.txt_plateHeight.setText(str(uiObj["Plate"]["Height (mm)"])) - self.ui.txt_plateWidth.setText(str(uiObj["Plate"]["Width (mm)"])) - self.ui.combo_flangeSize.setCurrentIndex(self.ui.combo_flangeSize.findText(uiObj["Weld"]["Flange (mm)"])) - self.ui.combo_webSize.setCurrentIndex(self.ui.combo_webSize.findText(uiObj["Weld"]["Web (mm)"])) - - self.designPrefDialog.ui.combo_boltType.setCurrentIndex(self.designPrefDialog.ui.combo_boltType.findText(uiObj["bolt"]["bolt_type"])) - self.designPrefDialog.ui.combo_boltHoleType.setCurrentIndex(self.designPrefDialog.ui.combo_boltHoleType.findText(uiObj["bolt"]["bolt_hole_type"])) - self.designPrefDialog.ui.txt_boltFu.setText(str(uiObj["bolt"]["bolt_fu"])) - self.designPrefDialog.ui.combo_slipfactor.setCurrentIndex(self.designPrefDialog.ui.combo_slipfactor.findText(str(uiObj["bolt"]["slip_factor"]))) - self.designPrefDialog.ui.combo_weldType.setCurrentIndex(self.designPrefDialog.ui.combo_weldType.findText(uiObj["weld"]["typeof_weld"])) - self.designPrefDialog.ui.txt_weldFu.setText(str(uiObj["weld"]["fu_overwrite"])) - self.designPrefDialog.ui.combo_detailingEdgeType.setCurrentIndex(self.designPrefDialog.ui.combo_detailingEdgeType.findText(uiObj["detailing"]["typeof_edge"])) - self.designPrefDialog.ui.combo_detailing_memebers.setCurrentIndex(self.designPrefDialog.ui.combo_detailing_memebers.findText(uiObj["detailing"]["is_env_corrosive"])) - self.designPrefDialog.ui.combo_design_method.setCurrentIndex(self.designPrefDialog.ui.combo_design_method.findText(uiObj["design"]["design_method"])) - - else: - pass - - def designParameters(self): - """ - - Returns: Design preference inputs - - """ - self.uiObj = self.get_user_inputs() - - # if self.designPrefDialog.saved is not True: - # design_pref = self.designPrefDialog.save_default_para() - # else: - design_pref = self.designPrefDialog.save_designPref_para() - self.uiObj.update(design_pref) - return self.uiObj - - def setimage_connection(self): - ''' - Setting image to connectivity. - ''' - self.ui.lbl_connectivity.show() - loc = self.ui.combo_connLoc.currentText() - if loc == "Extended both ways": - pixmap = QPixmap(":/newPrefix/images/extendedbothways.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Extended one way": - pixmap = QPixmap(":/newPrefix/images/extendedbothways.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - elif loc == "Flush": - pixmap = QPixmap(":/newPrefix/images/finwindow.png") - pixmap.scaledToHeight(60) - pixmap.scaledToWidth(50) - self.ui.lbl_connectivity.setPixmap(pixmap) - else: - pass - - return True - - def generate_incomplete_string(self, incomplete_list): - """ - - Args: - incomplete_list: list of fields that are not selected or entered - - Returns: - error string that has to be displayed - - """ - - # The base string which should be displayed - information = "Please input the following required field" - if len(incomplete_list) > 1: - # Adds 's' to the above sentence if there are multiple missing input fields - information += "s" - information += ": " - - # Loops through the list of the missing fields and adds each field to the above sentence with a comma - for item in incomplete_list: - information = information + item + ", " - - # Removes the last comma - information = information[:-2] - information += "." - - return information - - def validate_inputs_on_design_btn(self): - flag = True - incomplete_list = [] - state = self.setimage_connection() - if state is True: - if self.ui.combo_connLoc.currentIndex() == 0: - incomplete_list.append("Connectivity") - else: - pass - - if self.ui.combo_beamSec.currentIndex() == 0: - incomplete_list.append("Beam section") - - if self.ui.txt_Fu.text() == "": - incomplete_list.append("Ultimate strength") - - if self.ui.txt_Fy.text() == "": - incomplete_list.append("Yield strength") - - #if self.ui.txt_Axial.text() == '' or float(self.ui.txt_Axial.text()) == 0: - # incomplete_list.append("Axial force") - - if self.ui.txt_Moment.text() == '' or float(self.ui.txt_Moment.text()) == 0: - incomplete_list.append("Moment") - - if self.ui.txt_Shear.text() == '': - incomplete_list.append("Shear force") - - if self.ui.combo_diameter.currentIndex() == 0: - incomplete_list.append("Diameter of bolt") - - if self.ui.combo_type.currentIndex() == 0: - incomplete_list.append("Type of bolt") - - if self.ui.combo_plateThick.currentIndex() == 0: - incomplete_list.append("Flange splice plate thickness") - - if self.ui.combo_webSize.currentIndex() == 0 and self.ui.combo_weld_method.currentIndex() == 1: - incomplete_list.append("Web weld thickness") - - if self.ui.combo_flangeSize.currentIndex() == 0 and self.ui.combo_weld_method.currentIndex() == 1: - incomplete_list.append("Flange weld thickness") - - if len(incomplete_list) > 0: - flag = False - QMessageBox.information(self, "Information", self.generate_incomplete_string(incomplete_list)) - - return flag - - def design_btnclicked(self): - """ - - Returns: - - """ - if self.validate_inputs_on_design_btn() is not True: - return - self.alist = self.designParameters() - self.outputs = bbExtendedEndPlateSplice(self.alist) - print "output list ", self.outputs - - self.ui.outputDock.setFixedSize(310, 710) - self.enable_buttons() - - a = self.outputs[self.outputs.keys()[0]] - self.resultObj = self.outputs - alist = self.resultObj.values() - - self.display_output(self.outputs) - self.display_log_to_textedit() - isempty = [True if val != '' else False for ele in alist for val in ele.values()] - - if isempty[0] == True: - status = self.resultObj['Bolt']['status'] - self.call_3DModel("gradient_bg") - if status is True: - self.call_2D_drawing("All") - else: - self.ui.btn_pitchDetail.setDisabled(False) - self.ui.btn_plateDetail.setDisabled(False) - self.ui.btn_stiffnrDetail.setDisabled(False) - self.ui.chkBx_connector.setDisabled(True) - self.ui.chkBx_beamSec.setDisabled(True) - self.ui.btn3D.setDisabled(True) - - def display_output(self, outputObj): - for k in outputObj.keys(): - for value in outputObj.values(): - if outputObj.items() == " ": - resultObj = outputObj - else: - resultObj = outputObj - print resultObj - - critical_tension = resultObj["Bolt"]["CriticalTension"] - self.ui.txt_tensionCritical.setText(str(critical_tension)) - - tension_capacity = resultObj["Bolt"]["TensionCapacity"] - self.ui.txt_tensionCapacity.setText(str(tension_capacity)) - - shear_capacity = resultObj["Bolt"]["ShearCapacity"] - self.ui.txt_shearCapacity.setText(str(shear_capacity)) - - bearing_capacity = resultObj["Bolt"]["BearingCapacity"] - self.ui.txt_bearCapacity.setText(str(bearing_capacity)) - - combined_capacity = resultObj["Bolt"]["CombinedCapacity"] - self.ui.txt_boltgrpcapacity.setText(str(combined_capacity)) - - bolt_capacity = resultObj["Bolt"]["BoltCapacity"] - self.ui.txt_boltcapacity.setText(str(bolt_capacity)) - - bolts_required = resultObj["Bolt"]["NumberOfBolts"] - self.ui.txt_noBolts.setText(str(bolts_required)) - - bolts_in_rows = resultObj["Bolt"]["NumberOfRows"] - self.ui.txt_rowBolts.setText(str(bolts_in_rows)) - - # pitch = resultObj["Bolt"]["Pitch"] - # self.ui.txt_pitch.setText(str(pitch)) - - gauge = resultObj["Bolt"]["Gauge"] - self.ui.txt_gauge.setText(str(gauge)) - - cross_centre_gauge = resultObj["Bolt"]["CrossCentreGauge"] - self.ui.txt_crossGauge.setText(str(cross_centre_gauge)) - - end_distance = resultObj["Bolt"]["End"] - self.ui.txt_endDist.setText(str(end_distance)) - - edge_distance = resultObj["Bolt"]["Edge"] - self.ui.txt_edgeDist.setText(str(edge_distance)) - - if self.ui.combo_weld_method.currentText() == "Fillet Weld": - self.ui.btn_weldDetails.setDisabled(True) - self.ui.label_163.show() - self.ui.label_164.show() - self.ui.txt_criticalFlange.show() - self.ui.txt_criticalWeb.show() - weld_stress_flange = resultObj["Weld"]["CriticalStressflange"] - self.ui.txt_criticalFlange.setText(str(weld_stress_flange)) - weld_stress_web = resultObj["Weld"]["CriticalStressWeb"] - self.ui.txt_criticalWeb.setText(str(weld_stress_web)) - elif self.ui.combo_weld_method.currentText() == "Groove Weld (CJP)": - self.ui.btn_weldDetails.setEnabled(True) - self.ui.txt_criticalFlange.hide() - self.ui.txt_criticalWeb.hide() - self.ui.label_163.hide() - self.ui.label_164.hide() - else: - pass - - def display_log_to_textedit(self): - file = QFile(os.path.join('Connections','Moment','ExtendedEndPlate','extnd.log')) - if not file.open(QtCore.QIODevice.ReadOnly): - QMessageBox.information(None, 'info', file.errorString()) - stream = QtCore.QTextStream(file) - self.ui.textEdit.clear() - self.ui.textEdit.setHtml(stream.readAll()) - vscroll_bar = self.ui.textEdit.verticalScrollBar() - vscroll_bar.setValue(vscroll_bar.maximum()) - file.close() - - def disable_buttons(self): - self.ui.btn_CreateDesign.setEnabled(False) - self.ui.btn_SaveMessages.setEnabled(False) - self.ui.btnFront.setEnabled(False) - self.ui.btnTop.setEnabled(False) - self.ui.btnSide.setEnabled(False) - self.ui.btn3D.setEnabled(False) - self.ui.chkBx_beamSec.setEnabled(False) - self.ui.chkBx_connector.setEnabled(False) - self.ui.btn_pitchDetail.setEnabled(False) - self.ui.btn_plateDetail.setEnabled(False) - self.ui.btn_stiffnrDetail.setEnabled(False) - self.ui.btn_weldDetails.setEnabled(False) - - self.ui.action_save_input.setEnabled(False) - self.ui.actionCreate_design_report.setEnabled(False) - self.ui.actionSave_3D_model.setEnabled(False) - self.ui.actionSave_log_messages.setEnabled(False) - self.ui.actionSave_current_image.setEnabled(False) - self.ui.actionSave_Front_View.setEnabled(False) - self.ui.actionSave_Side_View.setEnabled(False) - self.ui.actionSave_Top_View.setEnabled(False) - self.ui.menuGraphics.setEnabled(False) - - def enable_buttons(self): - self.ui.btn_CreateDesign.setEnabled(True) - self.ui.btn_SaveMessages.setEnabled(True) - self.ui.btnFront.setEnabled(True) - self.ui.btnTop.setEnabled(True) - self.ui.btnSide.setEnabled(True) - self.ui.btn3D.setEnabled(True) - self.ui.chkBx_beamSec.setEnabled(True) - self.ui.chkBx_connector.setEnabled(True) - self.ui.btn_pitchDetail.setEnabled(True) - self.ui.btn_plateDetail.setEnabled(True) - self.ui.btn_stiffnrDetail.setEnabled(True) - self.ui.btn_weldDetails.setEnabled(True) - - self.ui.action_save_input.setEnabled(True) - self.ui.actionCreate_design_report.setEnabled(True) - self.ui.actionSave_3D_model.setEnabled(True) - self.ui.actionSave_log_messages.setEnabled(True) - self.ui.actionSave_current_image.setEnabled(True) - self.ui.actionSave_Front_View.setEnabled(True) - self.ui.actionSave_Side_View.setEnabled(True) - self.ui.actionSave_Top_View.setEnabled(True) - self.ui.menuGraphics.setEnabled(True) - - def reset_btnclicked(self): - """ - - Returns: - - """ - self.ui.combo_beamSec.setCurrentIndex(0) - self.ui.combo_connLoc.setCurrentIndex(0) - self.ui.lbl_connectivity.clear() - self.ui.txt_Fu.clear() - self.ui.txt_Fy.clear() - self.ui.txt_Axial.clear() - self.ui.txt_Shear.clear() - self.ui.txt_Moment.clear() - self.ui.combo_diameter.setCurrentIndex(0) - self.ui.combo_type.setCurrentIndex(0) - self.ui.combo_grade.setCurrentIndex(0) - self.ui.combo_plateThick.setCurrentIndex(0) - self.ui.txt_plateHeight.clear() - self.ui.txt_plateWidth.clear() - self.ui.combo_flangeSize.setCurrentIndex(0) - self.ui.combo_webSize.setCurrentIndex(0) - - self.ui.txt_tensionCritical.clear() - self.ui.txt_tensionCapacity.clear() - self.ui.txt_shearCapacity.clear() - self.ui.txt_bearCapacity.clear() - self.ui.txt_boltcapacity.clear() - self.ui.txt_boltgrpcapacity.clear() - self.ui.txt_noBolts.clear() - self.ui.txt_rowBolts.clear() - self.ui.txt_gauge.clear() - self.ui.txt_crossGauge.clear() - self.ui.txt_endDist.clear() - self.ui.txt_edgeDist.clear() - self.ui.txt_criticalFlange.clear() - self.ui.txt_criticalWeb.clear() - - self.ui.btn_pitchDetail.setDisabled(True) - self.ui.btn_plateDetail.setDisabled(True) - self.ui.btn_stiffnrDetail.setDisabled(True) - self.ui.btn_weldDetails.setDisabled(True) - - self.display.EraseAll() - self.designPrefDialog.save_default_para() - - def get_beamdata(self): - loc = self.ui.combo_connLoc.currentText() - beamdata = get_beamcombolist() - old_beamdata = get_oldbeamcombolist() - combo_section = '' - self.ui.combo_beamSec.addItems(beamdata) - combo_section = self.ui.combo_beamSec - self.color_oldDatabase_section(old_beamdata, beamdata, combo_section) - - def color_oldDatabase_section(self, old_section, intg_section, combo_section): - """ - - Args: - old_section: Old database - intg_section: Integrated database - combo_section: Contents of database - - Returns: Differentiate the database by color code - - """ - for col in old_section: - if col in intg_section: - indx = intg_section.index(str(col)) - combo_section.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - - duplicate = [i for i, x in enumerate(intg_section) if intg_section.count(x) > 1] - for i in duplicate: - combo_section.setItemData(i, QBrush(QColor("red")), Qt.TextColorRole) - - def fetchBeamPara(self): - beamdata_sec = self.ui.combo_beamSec.currentText() - dictbeamdata = get_beamdata(beamdata_sec) - return dictbeamdata - - def populate_weld_thk_flange(self): - """ - - Returns: The list of weld thickness in Gui - - """ - if str(self.ui.combo_beamSec.currentText()) == "Select section": - self.ui.combo_plateThick.setCurrentIndex(0) - self.ui.combo_flangeSize.setCurrentIndex(0) - return - - else: - newlist = [] - newlist.append("Select thickness") - weldlist = [3, 4, 5, 6, 8, 10, 12, 16, 18, 20] - dictbeamdata = self.fetchBeamPara() - beam_tw = float(dictbeamdata["tw"]) - plate_thickness = str(self.ui.combo_plateThick.currentText()) - - if plate_thickness != "Select plate thickness": - plate_thick = float(plate_thickness) - - if str(self.ui.combo_connLoc.currentText()) == "Extended both ways" or "Flush" or "Extended one way": - if str(self.ui.combo_beamSec.currentText()) == "Select section": - self.ui.combo_flangeSize.clear() - return - else: - beam_tf = float(dictbeamdata["T"]) - beam_tw = float(dictbeamdata["tw"]) - # column_tf = float(dictbeamdata["T"]) - thicker_part = max(beam_tf, beam_tw, plate_thick) - - if thicker_part in range(0, 11): - weld_index = weldlist.index(3) - newlist.extend(weldlist[weld_index:]) - elif thicker_part in range(11, 21): - weld_index = weldlist.index(5) - newlist.extend(weldlist[weld_index:]) - elif thicker_part in range(21, 33): - weld_index = weldlist.index(6) - newlist.extend(weldlist[weld_index:]) - else: - weld_index = weldlist.index(8) - newlist.extend(weldlist[weld_index:]) - - self.ui.combo_flangeSize.clear() - for element in newlist[:]: - self.ui.combo_flangeSize.addItem(str(element)) - else: - pass - - def combotype_current_index_changed(self, index): - """ - - Args: - index: Number - - Returns: Types of Grade - - """ - items = self.gradeType[str(index)] - if items != 0: - self.ui.combo_grade.clear() - stritems = [] - for val in items: - stritems.append(str(val)) - - self.ui.combo_grade.addItems(stritems) - else: - pass - - def check_range(self, widget, min_val, max_val): - """ - - Args: - widget: Fu , Fy lineedit - min_val: min value - max_val: max value - - Returns: Check for the value mentioned for the given range - - """ - text_str = widget.text() - text_str = int(text_str) - if (text_str < min_val or text_str > max_val or text_str == ''): - QMessageBox.about(self, "Error", "Please enter a value between %s-%s" % (min_val, max_val)) - widget.clear() - widget.setFocus() - - def validate_fu_fy(self, fu_widget, fy_widget, current_widget, lblwidget): - '''(QlineEdit,QLable,Number,Number)---> NoneType - Validating F_u(ultimate Strength) greater than F_y (Yeild Strength) textfields - ''' - try: - fu_value = float(fu_widget.text()) - except ValueError: - fu_value = 0.0 - - try: - fy_value = float(fy_widget.text()) - except ValueError: - fy_value = 0.0 - - if fy_value > fu_value: - QMessageBox.about(self, 'Error', 'Yield strength (fy) cannot be greater than ultimate strength (fu)') - current_widget.clear() - current_widget.setFocus() - palette = QPalette() - palette.setColor(QPalette.Foreground, Qt.red) - lblwidget.setPalette(palette) - else: - palette = QPalette() - lblwidget.setPalette(palette) - - def call_2D_drawing(self, view): - """ - - Args: - view: Front, Side & Top view of 2D svg drawings - - Returns: SVG image created through svgwrite package which takes design INPUT and OUTPUT - parameters from Extended endplate GUI - - """ - self.alist = self.designParameters() - self.result_obj = bbExtendedEndPlateSplice(self.alist) - self.beam_data = self.fetchBeamPara() - - if self.alist["Member"]["Connectivity"] == "Extended both ways": - beam_beam = ExtendedEndPlate(self.alist, self.result_obj, self.beam_data, self.folder) - elif self.alist["Member"]["Connectivity"] == "Extended one way": - beam_beam = OnewayEndPlate(self.alist, self.result_obj, self.beam_data, self.folder) - elif self.alist["Member"]["Connectivity"] == "Flush": - beam_beam = FlushEndPlate(self.alist, self.result_obj, self.beam_data, self.folder) - - - status = self.resultObj['Bolt']['status'] - if status is True: - if view != "All": - if view == "Front": - filename = os.path.join(str(self.folder), "images_html", "extendFront.svg") - - elif view == "Side": - filename = os.path.join(str(self.folder), "images_html", "extendSide.svg") - - else: - filename = os.path.join(str(self.folder), "images_html", "extendTop.svg") - - beam_beam.save_to_svg(filename, view) - svg_file = SvgWindow() - svg_file.call_svgwindow(filename, view, str(self.folder)) - else: - fname = '' - beam_beam.save_to_svg(fname, view) - else: - QMessageBox.about(self, 'Information', 'Design Unsafe: %s view cannot be viewed' % (view)) - - def dockbtn_clicked(self, widgets): - """ - - Args: - widgets: Input , Output dock - - Returns: Dock & undock the widgets - - """ - flag = widgets.isHidden() - if flag: - widgets.show() - else: - widgets.hide() - - def show_font_dialogue(self): - font, ok = QFontDialog.getFont() - if ok: - # self.ui.textEdit.setFont() - self.ui.textEdit.setFont(font) - - def pitch_details(self): - section = Pitch(self) - section.show() - - def plate_details(self): - section = PlateDetails(self) - section.show() - - def stiffener_details(self): - section = Stiffener(self) - section.show() - - def weld_details(self): - section = Weld_Details(self) - section.show() - - def design_report(self): - design_report_dialog = DesignReportDialog(self) - design_report_dialog.show() - - # fileName = ("Connections\Moment\ExtendedEndPlate\Html_Report.html") - # fileName = str(fileName) - # self.alist = self.designParameters() - # self.result = bbExtendedEndPlateSplice(self.alist) - # print "result_obj", self.result - # self.beam_data = self.fetchBeamPara() - # save_html(self.result, self.alist, self.beam_data, fileName) - - # =========================== CAD =========================== - def show_color_dialog(self): - - col = QColorDialog.getColor() - colorTup = col.getRgb() - r = colorTup[0] - g = colorTup[1] - b = colorTup[2] - self.display.set_bg_gradient_color(r, g, b, 255, 255, 255) - - def create_2D_CAD(self): - ''' - - Returns: The 3D model of extendedplate depending upon component selected - - ''' - self.ExtObj = self.create_extended_both_ways() - if self.component == "Beam": - final_model = self.ExtObj.get_beam_models() - - elif self.component == "Connector": - cadlist = self.ExtObj.get_connector_models() - final_model = cadlist[0] - for model in cadlist[1:]: - final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - else: - cadlist = self.ExtObj.get_models() - final_model = cadlist[0] - for model in cadlist[1:]: - final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - - return final_model - - def save_3D_cad_images(self): - ''' - - Returns: Save 3D CAD images in *igs, *step, *stl, *brep format - - ''' - status = self.resultObj['Bolt']['status'] - if status is True: - if self.fuse_model is None: - self.fuse_model = self.create_2D_CAD() - shape = self.fuse_model - - files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP(*.brep)" - - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.igs"), - files_types) - fName = str(fileName) - - flag = True - if fName == '': - flag = False - return flag - else: - file_extension = fName.split(".")[-1] - - if file_extension == 'igs': - IGESControl.IGESControl_Controller().Init() - iges_writer = IGESControl.IGESControl_Writer() - iges_writer.AddShape(shape) - iges_writer.Write(fName) - - elif file_extension == 'brep': - - BRepTools.breptools.Write(shape, fName) - - elif file_extension == 'stp': - # initialize the STEP exporter - step_writer = STEPControl_Writer() - Interface_Static_SetCVal("write.step.schema", "AP203") - - # transfer shapes and write file - step_writer.Transfer(shape, STEPControl_AsIs) - status = step_writer.Write(fName) - - assert (status == IFSelect_RetDone) - - else: - stl_writer = StlAPI_Writer() - stl_writer.SetASCIIMode(True) - stl_writer.Write(shape, fName) - - self.fuse_model = None - - QMessageBox.about(self, 'Information', "File saved") - else: - self.ui.actionSave_3D_model.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: 3D Model cannot be saved') - - def save_CAD_images(self): - status = self.resultObj['Bolt']['status'] - if status is True: - - files_types = "PNG (*.png);;JPEG (*.jpeg);;TIFF (*.tiff);;BMP(*.bmp)" - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.png"), files_types) - fName = str(fileName) - file_extension = fName.split(".")[-1] - - if file_extension == 'png' or file_extension == 'jpeg' or file_extension == 'bmp' or file_extension == 'tiff': - self.display.ExportToImage(fName) - QMessageBox.about(self, 'Information', "File saved") - else: - self.ui.actionSave_current_image.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: CAD image cannot be saved') - - def call_zoomin(self): - self.display.ZoomFactor(2) - - def call_zoomout(self): - self.display.ZoomFactor(0.5) - - def call_rotation(self): - self.display.Rotation(15, 0) - - def call_pannig(self): - self.display.Pan(50, 0) - - def clear_log_messages(self): - self.ui.textEdit.clear() - - def create_extended_both_ways(self): - - beam_data = self.fetchBeamPara() - - beam_tw = float(beam_data["tw"]) - beam_T = float(beam_data["T"]) - beam_d = float(beam_data["D"]) - beam_B = float(beam_data["B"]) - beam_R1 = float(beam_data["R1"]) - beam_R2 = float(beam_data["R2"]) - beam_alpha = float(beam_data["FlangeSlope"]) - beam_length = 800.0 - - beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, - R1=beam_R1, R2=beam_R2, alpha=beam_alpha, - length=beam_length, notchObj=None) - beam_Right = copy.copy(beam_Left) # Since both the beams are same - - outputobj = self.outputs # Save all the claculated/displayed out in outputobj - - plate_Left = Plate(W=outputobj["Plate"]["Width"], - L=outputobj["Plate"]["Height"], - T=outputobj["Plate"]["Thickness"]) - plate_Right = copy.copy(plate_Left) # Since both the end plates are identical - - #Beam stiffeners 4 if extended both ways, only 1 and 3 if extended oneway and non for flus type - beam_stiffener_1 = StiffenerPlate(W=outputobj['Stiffener']['Height'], L=outputobj['Stiffener']['Length'], - T=outputobj['Stiffener']['Thickness'], R11=outputobj['Stiffener']['Length'] - 25, - R12=outputobj['Stiffener']['Height']-25, - L21=outputobj['Stiffener']['NotchSize'],L22 =outputobj['Stiffener']['NotchSize']) #TODO: given hard inputs to L21 and L22 - - beam_stiffener_2 = copy.copy(beam_stiffener_1) - beam_stiffener_3 = copy.copy(beam_stiffener_1) - beam_stiffener_4 = copy.copy(beam_stiffener_1) - - - #Beam stiffeners for the flush type endplate - beam_stiffener_F1 = StiffenerPlate(W=outputobj['Stiffener']['Height'], L=outputobj['Stiffener']['Length'], - T=outputobj['Stiffener']['Thickness'], - L21=outputobj['Stiffener']['NotchSize'],L22 =outputobj['Stiffener']['NotchSize']) - - beam_stiffener_F2 = copy.copy(beam_stiffener_F1) - beam_stiffener_F3 = copy.copy(beam_stiffener_F1) - beam_stiffener_F4 = copy.copy(beam_stiffener_F1) - - - alist = self.designParameters() # An object to save all input values entered by user - - bolt_d = float(alist["Bolt"]["Diameter (mm)"]) # Bolt diameter, entered by user - bolt_r = bolt_d/2 - bolt_T = self.bolt_head_thick_calculation(bolt_d) - bolt_R = self.bolt_head_dia_calculation(bolt_d) / 2 - bolt_Ht = self.bolt_length_calculation(bolt_d) - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo - nut_T = self.nut_thick_calculation(bolt_d) - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - numberOfBolts = int(outputobj["Bolt"]["NumberOfBolts"]) - - nutSpace = 2 * float(outputobj["Plate"]["Thickness"]) + nut_T # Space between bolt head and nut - - bbNutBoltArray = NutBoltArray(alist, beam_data, outputobj, nut, bolt, numberOfBolts, nutSpace, alist) - - # Following welds are for to weld stiffeners for extended bothways and ext4ended oneway - # bbWeld for stiffener hight on left side - bbWeldStiffHL_1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener'][ - 'Height'] - outputobj['Stiffener'][ - 'NotchSize']) # outputobj['Stiffener']['Length'] - 25 - bbWeldStiffHL_2 = copy.copy(bbWeldStiffHL_1) - bbWeldStiffHL_3 = copy.copy(bbWeldStiffHL_1) - bbWeldStiffHL_4 = copy.copy(bbWeldStiffHL_1) - - # bbWeld for stiffener length on left side - bbWeldStiffLL_1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener']['Length'] - outputobj['Stiffener']['NotchSize']) - bbWeldStiffLL_2 = copy.copy(bbWeldStiffLL_1) - bbWeldStiffLL_3 = copy.copy(bbWeldStiffLL_1) - bbWeldStiffLL_4 = copy.copy(bbWeldStiffLL_1) - - # bbWeld for stiffener hight on Right side - bbWeldStiffHR_1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener'][ - 'Height'] - outputobj['Stiffener'][ - 'NotchSize']) # outputobj['Stiffener']['Length'] - 25 - bbWeldStiffHR_2 = copy.copy(bbWeldStiffHR_1) - bbWeldStiffHR_3 = copy.copy(bbWeldStiffHR_1) - bbWeldStiffHR_4 = copy.copy(bbWeldStiffHR_1) - - # bbWeld for stiffener length on right side - bbWeldStiffLR_1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener']['Length'] - outputobj['Stiffener']['NotchSize']) - bbWeldStiffLR_2 = copy.copy(bbWeldStiffLR_1) - bbWeldStiffLR_3 = copy.copy(bbWeldStiffLR_1) - bbWeldStiffLR_4 = copy.copy(bbWeldStiffLR_1) - - - #following welds are fillet welds for the flush endplate stiffeners - bbWeldstiff1_u1 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener']['Height'] - outputobj['Stiffener']['NotchSize']) - bbWeldstiff1_l1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff2_u1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff2_l1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff3_u1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff3_l1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff4_u1 = copy.copy(bbWeldstiff1_u1) - bbWeldstiff4_l1 = copy.copy(bbWeldstiff1_u1) - - bbWeldstiff1_u2 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - L=outputobj['Stiffener']['Length'] - outputobj['Stiffener']['NotchSize']) - bbWeldstiff1_l2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff2_u2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff2_l2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff3_u2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff3_l2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff4_u2 = copy.copy(bbWeldstiff1_u2) - bbWeldstiff4_l2 = copy.copy(bbWeldstiff1_u2) - - - if alist["Weld"]["Type"] == "Fillet Weld": - - ########################### - # WELD SECTIONS # - ########################### - ''' - Following sections are for creating Fillet Welds. - Welds are numbered from Top to Bottom in Z-axis, Front to Back in Y axis and Left to Right in X axis. - ''' - - # Followings welds are welds above beam flange, Qty = 4 - bbWeldAbvFlang_11 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), h=float(alist["Weld"]["Flange (mm)"]), L=beam_B) - bbWeldAbvFlang_12 = copy.copy(bbWeldAbvFlang_11) - bbWeldAbvFlang_21 = copy.copy(bbWeldAbvFlang_11) - bbWeldAbvFlang_22 = copy.copy(bbWeldAbvFlang_11) - - # Followings welds are welds below beam flange, Qty = 8 - bbWeldBelwFlang_11 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw )/ 2- beam_R1-beam_R2) - bbWeldBelwFlang_12 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_13 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_14 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_21 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_22 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_23 = copy.copy(bbWeldBelwFlang_11) - bbWeldBelwFlang_24 = copy.copy(bbWeldBelwFlang_11) - - # Followings welds are welds placed aside of beam web, Qty = 4 - bbWeldSideWeb_11 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), L=beam_d - 2 * (beam_T+beam_R1) - (2*5)) - bbWeldSideWeb_12 = copy.copy(bbWeldSideWeb_11) - bbWeldSideWeb_21 = copy.copy(bbWeldSideWeb_11) - bbWeldSideWeb_22 = copy.copy(bbWeldSideWeb_11) - - - extbothWays = CADFillet(beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray, - bbWeldAbvFlang_11, bbWeldAbvFlang_12, bbWeldAbvFlang_21, bbWeldAbvFlang_22, - bbWeldBelwFlang_11, bbWeldBelwFlang_12, bbWeldBelwFlang_13, bbWeldBelwFlang_14, - bbWeldBelwFlang_21, bbWeldBelwFlang_22, bbWeldBelwFlang_23, bbWeldBelwFlang_24, - bbWeldSideWeb_11, bbWeldSideWeb_12, bbWeldSideWeb_21, bbWeldSideWeb_22, - bbWeldstiff1_u1,bbWeldstiff1_u2,bbWeldstiff2_u1,bbWeldstiff2_u2,bbWeldstiff3_u1, - bbWeldstiff3_u2,bbWeldstiff4_u1,bbWeldstiff4_u2, - bbWeldstiff1_l1, bbWeldstiff1_l2, bbWeldstiff2_l1, bbWeldstiff2_l2, bbWeldstiff3_l1, - bbWeldstiff3_l2, bbWeldstiff4_l1, bbWeldstiff4_l2, - bbWeldStiffHL_1, bbWeldStiffHL_2, bbWeldStiffHL_3, bbWeldStiffHL_4, - bbWeldStiffLL_1, bbWeldStiffLL_2, bbWeldStiffLL_3, bbWeldStiffLL_4, - bbWeldStiffHR_1, bbWeldStiffHR_2, bbWeldStiffHR_3, bbWeldStiffHR_4, - bbWeldStiffLR_1, bbWeldStiffLR_2, bbWeldStiffLR_3, bbWeldStiffLR_4, - beam_stiffener_1,beam_stiffener_2,beam_stiffener_3,beam_stiffener_4, - beam_stiffener_F1,beam_stiffener_F2,beam_stiffener_F3,beam_stiffener_F4, alist, outputobj) - extbothWays.create_3DModel() - - return extbothWays - - else: # Groove Weld - bbWeldFlang_R1 = GrooveWeld(b=outputobj['Stiffener']['WeldSize'], h=float(beam_data["T"]), - L=beam_B) #outputobj["Weld"]["Size"] - bbWeldFlang_R2 = copy.copy(bbWeldFlang_R1) - - bbWeldFlang_L1 = copy.copy(bbWeldFlang_R1) - bbWeldFlang_L2 = copy.copy(bbWeldFlang_R1) - - # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bbWeldWeb_R3 = GrooveWeld(b=outputobj['Stiffener']['WeldSize'], h=float(beam_data["tw"]), - L=beam_d - 2 * beam_T) #outputobj["Weld"]["Size"] - - bbWeldWeb_L3 = copy.copy(bbWeldWeb_R3) - - #Following welds are to join beam stiffeners to the beam - # bbWeldStiffH_1 = GrooveWeld(b=outputobj['Stiffener']['WeldSize'], h= outputobj['Stiffener']['Thickness'], L= outputobj['Stiffener']['Height']-outputobj['Stiffener']['NotchSize']) #outputobj['Stiffener']['Length'] - 25 - # bbWeldStiffH_2 = copy.copy(bbWeldStiffH_1) - # bbWeldStiffH_3 = copy.copy(bbWeldStiffH_1) - # bbWeldStiffH_4 = copy.copy(bbWeldStiffH_1) - # - # bbWeldStiffL_1 = GrooveWeld(b=outputobj['Stiffener']['WeldSize'], h= outputobj['Stiffener']['Thickness'], L= outputobj['Stiffener']['Length']-outputobj['Stiffener']['NotchSize']) - # bbWeldStiffL_2 = copy.copy(bbWeldStiffL_1) - # bbWeldStiffL_3 = copy.copy(bbWeldStiffL_1) - # bbWeldStiffL_4 = copy.copy(bbWeldStiffL_1) - - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - extbothWays = CADGroove(beam_Left, beam_Right,plate_Left, plate_Right, bbNutBoltArray, - bbWeldFlang_R1, bbWeldFlang_R2, bbWeldWeb_R3,bbWeldFlang_L1, bbWeldFlang_L2, bbWeldWeb_L3, - bbWeldStiffHL_1, bbWeldStiffHL_2, bbWeldStiffHL_3, bbWeldStiffHL_4, - bbWeldStiffLL_1, bbWeldStiffLL_2, bbWeldStiffLL_3, bbWeldStiffLL_4, - bbWeldStiffHR_1, bbWeldStiffHR_2, bbWeldStiffHR_3, bbWeldStiffHR_4, - bbWeldStiffLR_1, bbWeldStiffLR_2, bbWeldStiffLR_3, bbWeldStiffLR_4, - bbWeldstiff1_u1, bbWeldstiff1_u2, bbWeldstiff2_u1, bbWeldstiff2_u2, bbWeldstiff3_u1, - bbWeldstiff3_u2, bbWeldstiff4_u1, bbWeldstiff4_u2, - bbWeldstiff1_l1, bbWeldstiff1_l2, bbWeldstiff2_l1, bbWeldstiff2_l2, bbWeldstiff3_l1, - bbWeldstiff3_l2, bbWeldstiff4_l1, bbWeldstiff4_l2, - beam_stiffener_1, beam_stiffener_2,beam_stiffener_3, beam_stiffener_4, - beam_stiffener_F1,beam_stiffener_F2,beam_stiffener_F3,beam_stiffener_F4,alist, outputobj) - extbothWays.create_3DModel() - - return extbothWays - - - def bolt_head_thick_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head thickness as per IS:3757(1989) - bolt Head Dia - <--------> - __________ - | | | T = Thickness - |________| | - | | - | | - | | - ''' - bolt_head_thick = {5: 4, 6: 5, 8: 6, 10: 7, 12: 8, 16: 10, 20: 12.5, 22: 14, 24: 15, 27: 17, 30: 18.7, 36: 22.5} - return bolt_head_thick[bolt_diameter] - - def bolt_head_dia_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1989) - bolt Head Dia - <--------> - __________ - | | - |________| - | | - | | - | | - ''' - bolt_head_dia = {5: 7, 6: 8, 8: 10, 10: 15, 12: 20, 16: 27, 20: 34, 22: 36, 24: 41, 27: 46, 30: 50, 36: 60} - return bolt_head_dia[bolt_diameter] - - def bolt_length_calculation(self, bolt_diameter): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1985) - bolt Head Dia - <--------> - __________ ______ - | | | - |________| | - | | | - | | | - | | | - | | | - | | | l= length - | | | - | | | - | | | - |__| ___|__ - ''' - bolt_head_dia = {5: 40, 6: 40, 8: 40, 10: 40, 12: 40, 16: 50, 20: 50, 22: 50, 24: 50, 27: 60, 30: 65, 36: 75} - - return bolt_head_dia[bolt_diameter] - - def nut_thick_calculation(self, bolt_diameter): - ''' - Returns the thickness of the nut depending upon the nut diameter as per IS1363-3(2002) - ''' - nut_dia = {5: 5, 6: 5.65, 8: 7.15, 10: 8.75, 12: 11.3, 16: 15, 20: 17.95, 22: 19.0, 24: 21.25, 27: 23, 30: 25.35, 36: 30.65} - return nut_dia[bolt_diameter] - - def call_3DModel(self, bgcolor): - # Call to calculate/create the Extended Both Way CAD model - status = self.resultObj['Bolt']['status'] - if status is True: - self.create_extended_both_ways() - self.ui.btn3D.setChecked(Qt.Checked) - if self.ui.btn3D.isChecked(): - self.ui.chkBx_beamSec.setChecked(Qt.Unchecked) - self.ui.chkBx_connector.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - - # Call to display the Extended Both Way CAD model - self.display_3DModel("Model", bgcolor) - else: - self.display.EraseAll() - - def call_3DBeam(self, bgcolor): - status = self.resultObj['Bolt']['status'] - if status is True: - self.ui.chkBx_beamSec.setChecked(Qt.Checked) - if self.ui.chkBx_beamSec.isChecked(): - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBx_connector.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - self.display_3DModel("Beam", bgcolor) - - def call_3DConnector(self, bgcolor): - status = self.resultObj['Bolt']['status'] - if status is True: - self.ui.chkBx_connector.setChecked(Qt.Checked) - if self.ui.chkBx_connector.isChecked(): - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBx_beamSec.setChecked(Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - self.display_3DModel("Connector", bgcolor) - - def display_3DModel(self,component, bgcolor): - self.component = component - - self.display.EraseAll() - self.display.View_Iso() - self.display.FitAll() - - alist = self.designParameters() - - self.display.DisableAntiAliasing() - if bgcolor == "gradient_bg": - - self.display.set_bg_gradient_color(51, 51, 102, 150, 150, 170) - else: - self.display.set_bg_gradient_color(255, 255, 255, 255, 255, 255) - - # ExtObj is an object which gets all the calculated values of CAD models - self.ExtObj = self.create_extended_both_ways() - - # Displays the beams - if component == "Beam": - osdag_display_shape(self.display, self.ExtObj.get_beamLModel(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beamRModel(), update=True) - - elif component == "Connector": - # Displays the end plates - osdag_display_shape(self.display, self.ExtObj.get_plateLModel(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_plateRModel(), update=True, color='Blue')\ - - #Adding stiffeners along with the weld - if self.alist["Member"]["Connectivity"] == "Extended both ways" or self.alist["Member"][ - "Connectivity"] == "Extended one way": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_3Model(), update=True, color='Blue') - - # Fillet Welds - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_3Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_3Model(), update=True, color='Red') - - if self.alist["Member"]["Connectivity"] == "Extended both ways": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_4Model(), update=True, color='Blue') - - # Fillet Welds - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_4Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_4Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_4Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_4Model(), update=True, color='Red') - - if self.alist["Member"]["Connectivity"] == "Flush": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F3Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F4Model(), update=True, color='Blue') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_l2Model(), update=True, color='Red') - - # Display all nut-bolts, call to nutBoltPlacement.py - nutboltlist = self.ExtObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - # Display all the Welds including the quarter cone - - if alist["Weld"]["Type"] == "Fillet Weld": - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_13Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_14Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_22Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_23Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_24Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_22Model(), update=True, color='Red') - - - - else: #Groove weld - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_R1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_R2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_L1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_L2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldWeb_R3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldWeb_L3Model(), update=True, color='Red') - - #TODO: This is the groove weld for the beam stiffenres - ## osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_1Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_2Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_3Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_4Model(), update=True, color='Red') - # - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_1Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_2Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_3Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_4Model(), update=True, color='Red') - - - elif component == "Model": - osdag_display_shape(self.display, self.ExtObj.get_beamLModel(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beamRModel(), update=True) - # Displays the end plates - osdag_display_shape(self.display, self.ExtObj.get_plateLModel(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_plateRModel(), update=True, color='Blue') - - if self.alist["Member"]["Connectivity"] == "Extended both ways" or self.alist["Member"][ - "Connectivity"] == "Extended one way": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_3Model(), update=True, color='Blue') - - #Fillet Welds - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_3Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_3Model(), update=True, color='Red') - - if self.alist["Member"]["Connectivity"] == "Extended both ways": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_4Model(), update=True, color='Blue') - - #Fillet Welds - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHL_4Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLL_4Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffHR_4Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffLR_4Model(), update=True, color='Red') - - if self.alist["Member"]["Connectivity"] == "Flush": - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F1Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F2Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F3Model(), update=True, color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_beam_stiffener_F4Model(), update=True, color='Blue') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff1_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff2_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff3_l2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_u1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_u2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_l1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldstiff4_l2Model(), update=True, color='Red') - - # Display all nut-bolts, call to nutBoltPlacement.py - nutboltlist = self.ExtObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - - # Display all the Welds including the quarter cone - if alist["Weld"]["Type"] == "Fillet Weld": - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldAbvFlang_22Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_13Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_14Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_22Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_23Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldBelwFlang_24Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_11Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_12Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_21Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldSideWeb_22Model(), update=True, color='Red') - - - else: #Groove weld - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_R1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_R2Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_L1Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldFlang_L2Model(), update=True, color='Red') - - osdag_display_shape(self.display, self.ExtObj.get_bbWeldWeb_R3Model(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_bbWeldWeb_L3Model(), update=True, color='Red') - - #TODO: Thid is the groove weld fot the beam stiffeners - ## if self.alist["Member"]["Connectivity"] == "Extended both ways" or self.alist["Member"][ - # "Connectivity"] == "Extended one way": - # - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_1Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_1Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_3Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_3Model(), update=True, color='Red') - # - # if self.alist["Member"]["Connectivity"] == "Extended both ways": - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_2Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_2Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffH_4Model(), update=True, color='Red') - # osdag_display_shape(self.display, self.ExtObj.get_bbWeldStiffL_4Model(), update=True, color='Red') - - - # ================================================================================= - def open_about_osdag(self): - dialog = MyAboutOsdag(self) - dialog.show() - - def open_tutorials(self): - dialog = MyTutorials(self) - dialog.show() - - def open_ask_question(self): - dialog = MyAskQuestion(self) - dialog.show() - - def design_examples(self): - - root_path = os.path.join(os.path.dirname(__file__), '..', '..', '..', 'ResourceFiles', 'design_example', '_build', 'html') - for html_file in os.listdir(root_path): - if html_file.startswith('index'): - if sys.platform == ("win32" or "win64"): - os.startfile("%s/%s" % (root_path, html_file)) - else: - opener = "open" if sys.platform == "darwin" else "xdg-open" - subprocess.call([opener, "%s/%s" % (root_path, html_file)]) - - -def set_osdaglogger(): - global logger - if logger is None: - - logger = logging.getLogger("osdag") - else: - for handler in logger.handlers[:]: - logger.removeHandler(handler) - - logger.setLevel(logging.DEBUG) - - # create the logging file handler - fh = logging.FileHandler("Connections/Moment/ExtendedEndPlate/extnd.log", mode='a') - - # ,datefmt='%a, %d %b %Y %H:%M:%S' - # formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s') - - formatter = logging.Formatter(''' -
- %(asctime)s - %(levelname)s - %(message)s -
''') - formatter.datefmt = '%a, %d %b %Y %H:%M:%S' - fh.setFormatter(formatter) - logger.addHandler(fh) - - -def launch_extendedendplate_controller(osdagMainWindow, folder): - set_osdaglogger() - # --------------- To display log messages in different colors --------------- - rawLogger = logging.getLogger("raw") - rawLogger.setLevel(logging.INFO) - # file_handler = logging.FileHandler(os.path.join('Connections','Moment','ExtendedEndPlate','extnd.log'), mode='w') - file_handler = logging.FileHandler("Connections/Moment/ExtendedEndPlate/extnd.log", mode='w') - formatter = logging.Formatter('''%(message)s''') - file_handler.setFormatter(formatter) - rawLogger.addHandler(file_handler) - rawLogger.info('''''') - # ---------------------------------------------------------------------------- - module_setup() - window = Maincontroller(folder) - osdagMainWindow.hide() - window.show() - window.closed.connect(osdagMainWindow.show) - - -if __name__ == "__main__": - # --------------- To display log messages in different colors --------------- - set_osdaglogger() - rawLogger = logging.getLogger("raw") - rawLogger.setLevel(logging.INFO) - # fh = logging.FileHandler(os.path.join('Connections','Moment','ExtendedEndPlate','extnd.log'), mode="w") - fh = logging.FileHandler("Connections/Moment/ExtendedEndPlate/extnd.log", mode='w') - - formatter = logging.Formatter('''%(message)s''') - fh.setFormatter(formatter) - rawLogger.addHandler(fh) - rawLogger.info('''''') - # ---------------------------------------------------------------------------- - # folder_path = "D:\Osdag_Workspace\extendedendplate" - app = QApplication(sys.argv) - module_setup() - folder_path = "" - if not os.path.exists(folder_path): - os.mkdir(folder_path, 0755) - image_folder_path = os.path.join(folder_path, 'images_html') - if not os.path.exists(image_folder_path): - os.mkdir(image_folder_path, 0755) - - window = Maincontroller(folder_path) - window.show() - sys.exit(app.exec_()) diff --git a/Connections/Moment/ExtendedEndPlate/icons_rc.py b/Connections/Moment/ExtendedEndPlate/icons_rc.py deleted file mode 100644 index fb5e7e225..000000000 --- a/Connections/Moment/ExtendedEndPlate/icons_rc.py +++ /dev/null @@ -1,30079 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt5 (Qt v5.6.2) -# -# WARNING! 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-\x57\x62\x4e\x36\x78\x2f\x6c\x59\x6d\x56\x47\x33\x4f\x42\x20\x4a\ -\x77\x52\x2b\x37\x37\x72\x79\x2b\x30\x52\x6e\x35\x37\x38\x47\x6e\ -\x78\x43\x32\x61\x72\x38\x49\x55\x6d\x6f\x32\x75\x55\x6c\x78\x6a\ -\x30\x31\x6b\x75\x73\x64\x6a\x4f\x44\x32\x70\x71\x61\x6c\x5a\x4d\ -\x4b\x2f\x43\x2f\x43\x62\x6f\x5a\x78\x6b\x6d\x61\x70\x37\x43\x7a\ -\x50\x48\x63\x65\x43\x5a\x37\x33\x57\x54\x31\x20\x2f\x58\x71\x6e\ -\x62\x4c\x43\x41\x53\x47\x54\x78\x59\x75\x32\x74\x2b\x6a\x36\x46\ -\x4d\x49\x58\x68\x33\x70\x50\x31\x4b\x6e\x70\x65\x49\x74\x31\x31\ -\x45\x31\x50\x38\x5a\x51\x35\x5a\x2f\x73\x73\x45\x53\x6f\x51\x31\ -\x79\x50\x33\x41\x57\x6b\x48\x66\x71\x2f\x43\x6d\x53\x65\x77\x32\ -\x42\x2f\x77\x62\x30\x52\x76\x69\x20\x36\x61\x34\x66\x54\x75\x4a\ -\x39\x78\x30\x33\x49\x71\x72\x31\x65\x6b\x4e\x50\x77\x58\x43\x61\ -\x50\x69\x31\x5a\x55\x37\x68\x61\x54\x50\x38\x52\x53\x6e\x61\x75\ -\x4c\x50\x73\x70\x53\x79\x38\x36\x4e\x6f\x4d\x66\x47\x4d\x31\x31\ 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-\x53\x69\x6b\x75\x69\x66\x34\x49\x54\x44\x53\x73\x59\x5a\x50\x43\ -\x33\x30\x48\x2f\x43\x76\x7a\x64\x4e\x53\x72\x58\x20\x54\x4a\x63\ -\x67\x33\x31\x51\x53\x39\x76\x73\x62\x78\x43\x65\x48\x71\x75\x6f\ -\x68\x41\x6f\x64\x4f\x34\x6d\x78\x7a\x67\x36\x70\x78\x5a\x4b\x4b\ -\x6a\x59\x38\x30\x6b\x33\x57\x39\x45\x49\x6a\x55\x31\x64\x56\x70\ -\x68\x2f\x42\x77\x34\x63\x5a\x6a\x54\x2f\x68\x62\x50\x5a\x41\x2b\ -\x65\x72\x6a\x48\x4e\x52\x73\x6f\x47\x20\x69\x30\x4b\x6b\x39\x2f\ -\x6f\x4f\x66\x78\x5a\x59\x4d\x76\x43\x34\x77\x45\x74\x35\x6f\x32\ -\x4b\x76\x56\x43\x71\x31\x62\x59\x61\x47\x78\x72\x4c\x71\x36\x6f\ -\x55\x39\x6c\x65\x59\x44\x6a\x43\x78\x52\x4d\x35\x44\x4e\x43\x67\ -\x38\x42\x44\x35\x6d\x69\x6a\x37\x61\x6e\x75\x35\x35\x6e\x48\x4c\ -\x74\x6d\x72\x7a\x63\x69\x20\x4e\x54\x56\x31\x62\x71\x56\x35\x4b\ -\x4f\x6f\x65\x49\x38\x69\x37\x67\x62\x70\x78\x33\x4f\x5a\x6c\x63\ -\x49\x2b\x63\x4b\x76\x2f\x6b\x53\x42\x52\x54\x67\x58\x35\x4b\x6f\ -\x56\x62\x6a\x7a\x69\x69\x58\x78\x44\x75\x79\x58\x35\x76\x2b\x55\ -\x63\x30\x65\x79\x67\x61\x72\x53\x4e\x6a\x79\x58\x77\x64\x38\x5a\ -\x4e\x44\x68\x20\x76\x47\x4e\x55\x2b\x47\x64\x36\x4e\x74\x4a\x55\ -\x56\x31\x65\x54\x4d\x2f\x52\x76\x51\x45\x6c\x6c\x53\x34\x48\x6e\ -\x46\x4c\x30\x66\x6b\x66\x73\x58\x4c\x4b\x35\x65\x76\x58\x62\x74\ -\x32\x74\x35\x70\x48\x4f\x4a\x73\x78\x41\x6a\x57\x31\x53\x30\x58\ -\x77\x7a\x33\x57\x45\x44\x6c\x4f\x6c\x65\x57\x4d\x48\x43\x6a\x64\ -\x20\x62\x59\x67\x65\x32\x5a\x37\x75\x2b\x72\x2f\x70\x47\x47\x41\ -\x70\x69\x75\x45\x56\x2f\x7a\x50\x34\x75\x4f\x49\x65\x4d\x70\x6e\ -\x4f\x2f\x39\x63\x6a\x5a\x59\x4e\x56\x4a\x42\x54\x77\x76\x30\x65\ -\x55\x49\x66\x34\x42\x56\x54\x30\x7a\x30\x64\x48\x31\x71\x35\x6b\ -\x59\x30\x30\x41\x38\x41\x30\x75\x46\x35\x33\x47\x35\x20\x42\x5a\ -\x64\x62\x79\x74\x76\x66\x77\x31\x4e\x59\x63\x70\x6b\x6e\x6f\x33\ -\x6f\x61\x77\x71\x45\x4d\x4e\x56\x35\x5a\x64\x65\x56\x64\x69\x63\ -\x37\x4f\x74\x54\x4d\x78\x76\x6f\x47\x45\x4c\x66\x2b\x64\x44\x46\ -\x30\x61\x62\x6f\x78\x6e\x73\x72\x76\x79\x48\x7a\x42\x54\x48\x6f\ -\x36\x79\x77\x53\x72\x53\x31\x4e\x52\x55\x20\x6c\x64\x75\x36\x4b\ -\x63\x74\x67\x4a\x36\x7a\x49\x48\x66\x46\x30\x35\x79\x6b\x7a\x4d\ -\x36\x71\x64\x4b\x51\x53\x57\x36\x70\x57\x49\x33\x4f\x2f\x6d\x75\ -\x53\x57\x5a\x7a\x54\x34\x2f\x30\x32\x4e\x36\x50\x52\x49\x4f\x56\ -\x39\x64\x72\x7a\x6a\x79\x74\x73\x50\x75\x6f\x42\x77\x46\x64\x71\ -\x48\x46\x34\x76\x4b\x50\x6a\x20\x33\x7a\x4d\x39\x74\x71\x4a\x37\ -\x6f\x70\x74\x42\x6e\x30\x4f\x42\x33\x38\x59\x79\x32\x66\x66\x4e\ -\x30\x4c\x42\x6d\x44\x57\x57\x44\x4e\x59\x43\x77\x35\x66\x38\x56\ -\x51\x33\x66\x6c\x74\x73\x33\x70\x64\x66\x77\x76\x72\x46\x2b\x2f\ -\x61\x53\x62\x47\x56\x47\x5a\x71\x43\x51\x61\x72\x4c\x62\x4e\x48\ -\x33\x46\x68\x33\x20\x64\x2b\x64\x4d\x6a\x77\x55\x67\x57\x46\x39\ -\x2f\x69\x4f\x47\x52\x2b\x43\x30\x69\x4b\x32\x50\x70\x7a\x68\x74\ -\x6d\x59\x6b\x79\x7a\x69\x58\x4c\x79\x38\x30\x42\x55\x62\x2f\x63\ -\x34\x4f\x6e\x64\x37\x70\x66\x6d\x65\x61\x52\x2f\x4c\x4c\x43\x59\ -\x61\x44\x48\x79\x79\x77\x51\x35\x63\x31\x57\x44\x62\x2f\x57\x6c\ -\x4c\x20\x44\x61\x48\x41\x71\x5a\x47\x67\x31\x64\x49\x51\x73\x6f\ -\x59\x49\x41\x55\x59\x69\x4e\x58\x55\x4e\x51\x65\x76\x70\x68\x6d\ -\x44\x67\x71\x34\x58\x58\x31\x75\x37\x52\x6b\x50\x57\x64\x71\x46\ -\x32\x2f\x30\x38\x79\x31\x71\x61\x36\x75\x70\x72\x6d\x6d\x5a\x71\ -\x53\x63\x7a\x55\x6b\x6c\x6d\x56\x79\x66\x6d\x53\x33\x47\x20\x43\ -\x6b\x41\x4d\x31\x79\x73\x4a\x32\x6a\x58\x7a\x2b\x73\x64\x70\x48\ -\x38\x77\x73\x70\x47\x79\x77\x42\x75\x43\x59\x6c\x66\x63\x44\x6d\ -\x77\x63\x66\x56\x35\x46\x5a\x56\x54\x74\x77\x43\x6a\x41\x59\x4e\ -\x4e\x74\x75\x44\x46\x6f\x66\x69\x41\x59\x44\x7a\x30\x58\x74\x77\ -\x4c\x39\x74\x32\x39\x34\x70\x30\x6c\x7a\x52\x20\x45\x78\x48\x39\ -\x4f\x4f\x4a\x65\x74\x36\x49\x2f\x66\x63\x6d\x64\x4b\x39\x41\x6f\ -\x37\x74\x44\x6b\x62\x61\x4f\x33\x6f\x68\x4a\x59\x72\x75\x67\x65\ -\x41\x45\x5a\x65\x39\x31\x44\x6c\x66\x42\x57\x35\x4e\x52\x54\x79\ -\x52\x2f\x76\x4f\x63\x79\x71\x4d\x64\x56\x76\x6e\x56\x4f\x77\x6b\ -\x61\x68\x67\x4e\x42\x48\x61\x4c\x20\x68\x71\x77\x6a\x6f\x72\x62\ -\x39\x70\x73\x46\x6a\x66\x43\x4d\x69\x36\x68\x6c\x45\x2b\x6c\x51\ -\x35\x61\x4c\x52\x41\x32\x57\x41\x4e\x49\x4a\x56\x4b\x62\x52\x4f\ -\x34\x62\x30\x69\x44\x36\x6a\x45\x31\x30\x2f\x7a\x4c\x50\x31\x31\ -\x45\x67\x6f\x46\x4c\x47\x32\x78\x72\x61\x39\x53\x32\x42\x31\x57\ -\x68\x6c\x70\x4f\x42\x20\x74\x79\x44\x73\x58\x6f\x46\x37\x31\x71\ -\x44\x4c\x2b\x6d\x52\x66\x6c\x73\x64\x74\x36\x31\x77\x41\x56\x53\ -\x6b\x73\x6d\x59\x57\x71\x6b\x66\x70\x55\x32\x4c\x58\x34\x58\x35\ -\x2b\x68\x35\x68\x65\x4c\x2f\x7a\x65\x42\x70\x59\x69\x38\x31\x6e\ -\x64\x65\x4e\x47\x68\x66\x49\x36\x61\x38\x49\x42\x67\x50\x69\x4d\ -\x47\x4c\x20\x6a\x53\x48\x37\x2f\x78\x70\x73\x2b\x77\x31\x62\x53\ -\x69\x73\x59\x72\x4c\x5a\x41\x39\x68\x6c\x38\x58\x43\x6e\x50\x72\ -\x76\x6f\x59\x73\x30\x62\x31\x47\x78\x31\x58\x35\x48\x65\x69\x4f\ -\x74\x69\x35\x4f\x58\x64\x2b\x68\x58\x46\x63\x4e\x2f\x78\x6d\x52\ -\x67\x59\x31\x4d\x59\x79\x6d\x73\x4c\x57\x33\x34\x33\x49\x34\x20\ -\x79\x4a\x34\x69\x47\x41\x71\x2f\x62\x30\x2b\x6b\x66\x77\x74\x67\ -\x71\x4c\x36\x6d\x55\x49\x57\x34\x62\x32\x47\x41\x6b\x4b\x44\x43\ -\x4f\x34\x71\x76\x36\x30\x58\x6b\x67\x75\x62\x6d\x35\x71\x76\x37\ -\x51\x79\x57\x45\x56\x34\x75\x4a\x53\x61\x73\x52\x4c\x6d\x36\x77\ -\x72\x4e\x2b\x4c\x47\x72\x30\x71\x4c\x71\x36\x77\x20\x63\x50\x41\ -\x41\x33\x45\x72\x58\x45\x4d\x64\x41\x68\x43\x32\x46\x36\x34\x33\ -\x61\x59\x6d\x62\x54\x2f\x51\x49\x72\x49\x35\x47\x61\x62\x2f\x6c\ -\x36\x54\x4d\x63\x42\x55\x4e\x30\x49\x30\x42\x51\x4f\x48\x4b\x6a\ -\x4b\x57\x63\x43\x66\x45\x50\x64\x62\x71\x72\x4b\x66\x49\x42\x63\ -\x5a\x42\x76\x65\x2b\x31\x65\x2b\x50\x20\x76\x46\x70\x56\x56\x65\ -\x6e\x54\x2f\x41\x73\x4b\x66\x78\x50\x52\x56\x59\x62\x49\x6f\x79\ -\x33\x78\x7a\x50\x2f\x78\x4f\x74\x35\x46\x4d\x78\x7a\x7a\x47\x44\ -\x78\x6d\x6b\x59\x59\x68\x30\x36\x36\x72\x50\x31\x73\x70\x7a\x37\ -\x41\x47\x73\x54\x32\x76\x39\x77\x46\x62\x42\x78\x39\x58\x6b\x64\ -\x4e\x6d\x59\x44\x67\x54\x20\x6f\x74\x47\x32\x50\x78\x73\x4e\x42\ -\x72\x4b\x75\x4b\x32\x73\x45\x2b\x5a\x34\x67\x4a\x36\x4a\x38\x51\ -\x4a\x54\x62\x47\x6f\x4b\x42\x38\x77\x42\x63\x59\x52\x32\x41\x75\ -\x74\x72\x63\x64\x31\x31\x54\x4d\x4e\x67\x49\x31\x49\x4d\x38\x69\ -\x73\x69\x56\x67\x4e\x32\x7a\x61\x65\x50\x4b\x76\x6e\x5a\x52\x32\ -\x51\x49\x67\x20\x77\x70\x65\x42\x6c\x7a\x47\x35\x77\x53\x57\x2f\ -\x42\x63\x44\x77\x53\x43\x2b\x52\x76\x47\x38\x58\x41\x4e\x57\x43\ -\x2f\x49\x37\x69\x37\x67\x70\x67\x69\x76\x74\x46\x51\x4d\x58\x78\ -\x66\x64\x6f\x78\x6a\x4b\x57\x46\x74\x73\x49\x4d\x79\x30\x57\x69\ -\x78\x64\x66\x2f\x61\x49\x31\x6e\x2f\x74\x36\x57\x53\x50\x38\x59\ -\x20\x6b\x52\x38\x43\x53\x7a\x64\x58\x56\x65\x31\x54\x71\x62\x6f\ -\x55\x35\x55\x6d\x42\x64\x36\x4c\x79\x49\x39\x64\x6c\x54\x54\x52\ -\x6f\x76\x52\x4b\x31\x72\x58\x75\x69\x77\x63\x41\x6e\x4a\x2f\x65\ -\x64\x6e\x42\x37\x45\x71\x38\x77\x61\x64\x4d\x56\x53\x32\x61\x65\ -\x6d\x66\x54\x43\x7a\x6c\x4c\x4c\x42\x47\x6b\x51\x32\x20\x6d\x39\ -\x32\x43\x79\x4e\x41\x70\x75\x4f\x6f\x78\x66\x72\x2f\x66\x53\x2b\ -\x68\x75\x31\x68\x41\x4e\x42\x76\x65\x4e\x42\x67\x50\x33\x52\x57\ -\x78\x37\x66\x77\x41\x58\x74\x67\x48\x56\x41\x72\x66\x68\x61\x4c\ -\x67\x74\x6d\x56\x71\x6b\x4b\x73\x74\x42\x58\x68\x50\x34\x39\x6d\ -\x36\x32\x48\x58\x44\x46\x66\x52\x46\x41\x20\x52\x50\x6f\x4e\x6c\ -\x6f\x70\x37\x63\x4f\x47\x59\x50\x75\x6e\x4c\x75\x31\x63\x41\x32\ -\x31\x53\x35\x63\x45\x56\x78\x52\x71\x35\x46\x67\x2b\x34\x36\x6b\ -\x67\x66\x4f\x41\x76\x59\x7a\x78\x4c\x79\x67\x32\x44\x62\x55\x59\ -\x42\x6e\x75\x4c\x67\x4e\x66\x47\x38\x67\x53\x67\x4b\x71\x46\x75\ -\x37\x36\x45\x63\x43\x33\x49\x20\x70\x39\x54\x55\x43\x49\x43\x6f\ -\x62\x67\x42\x77\x4d\x42\x38\x47\x31\x67\x76\x36\x35\x61\x61\x67\ -\x2f\x63\x2b\x6d\x55\x4f\x43\x30\x31\x6e\x6a\x79\x6b\x6a\x6b\x4c\ -\x46\x38\x33\x74\x64\x64\x30\x31\x4c\x63\x6c\x6b\x61\x31\x73\x71\ -\x38\x35\x36\x32\x5a\x47\x59\x70\x53\x68\x65\x77\x52\x57\x41\x56\ -\x77\x6e\x36\x4b\x20\x48\x74\x62\x6f\x39\x39\x64\x47\x67\x39\x61\ -\x61\x53\x44\x43\x77\x63\x74\x4c\x65\x34\x43\x6c\x6b\x2b\x58\x49\ -\x71\x46\x49\x34\x61\x66\x4c\x79\x34\x48\x43\x7a\x72\x59\x68\x55\ -\x70\x47\x79\x77\x50\x52\x50\x57\x33\x48\x6f\x66\x6e\x7a\x54\x57\ -\x5a\x56\x62\x75\x46\x79\x35\x5a\x56\x4c\x39\x77\x39\x45\x4f\x6a\ -\x7a\x20\x42\x32\x45\x59\x62\x67\x58\x43\x4d\x59\x61\x70\x37\x77\ -\x64\x77\x7a\x64\x78\x44\x41\x41\x70\x7a\x32\x7a\x4b\x5a\x42\x45\ -\x42\x37\x4b\x76\x57\x73\x6f\x4c\x38\x41\x35\x75\x52\x46\x33\x31\ -\x64\x54\x45\x33\x67\x4a\x79\x47\x74\x42\x65\x62\x53\x49\x76\x71\ -\x50\x76\x33\x37\x78\x70\x66\x42\x50\x59\x44\x4e\x71\x51\x20\x44\ -\x41\x55\x2b\x42\x43\x43\x69\x6d\x77\x44\x45\x63\x43\x76\x61\x6b\ -\x35\x6b\x2f\x41\x39\x63\x70\x65\x67\x79\x41\x61\x72\x39\x2f\x61\ -\x67\x63\x69\x69\x77\x41\x4d\x70\x63\x38\x2f\x74\x52\x6a\x59\x76\ -\x48\x62\x74\x32\x6c\x35\x4d\x2f\x51\x47\x77\x69\x79\x43\x58\x46\ -\x4e\x74\x65\x41\x59\x6a\x48\x34\x78\x33\x71\x20\x63\x35\x63\x72\ -\x2f\x45\x71\x46\x5a\x6b\x56\x75\x61\x77\x77\x46\x6e\x2b\x72\x5a\ -\x75\x44\x45\x30\x4d\x46\x55\x71\x48\x50\x61\x48\x45\x47\x71\x42\ -\x76\x37\x59\x6d\x4d\x79\x65\x30\x4a\x54\x4f\x31\x5a\x6c\x58\x50\ -\x78\x35\x31\x4b\x33\x37\x47\x71\x76\x41\x33\x56\x55\x46\x4d\x67\ -\x59\x45\x65\x44\x39\x72\x55\x4e\x20\x6f\x63\x43\x70\x67\x7a\x63\ -\x51\x5a\x67\x76\x72\x4f\x2b\x76\x65\x67\x56\x63\x69\x74\x68\x69\ -\x65\x55\x73\x7a\x2f\x71\x5a\x51\x4e\x6c\x67\x64\x62\x63\x75\x36\ -\x39\x46\x47\x59\x6e\x4f\x7a\x47\x62\x6c\x6f\x57\x4e\x6f\x63\x43\ -\x48\x63\x39\x75\x71\x4e\x76\x53\x61\x2b\x6e\x77\x6b\x45\x74\x67\ -\x62\x6f\x43\x57\x65\x20\x66\x68\x78\x49\x6f\x35\x77\x47\x53\x44\ -\x79\x65\x62\x51\x64\x69\x49\x49\x63\x74\x58\x37\x36\x38\x58\x32\ -\x6c\x55\x68\x63\x49\x4d\x55\x67\x6d\x76\x57\x62\x4d\x6d\x42\x37\ -\x51\x42\x44\x66\x31\x66\x5a\x70\x56\x33\x41\x4b\x6a\x4b\x78\x30\ -\x41\x2f\x43\x76\x51\x41\x6a\x71\x70\x63\x41\x42\x6a\x71\x46\x6e\ -\x78\x52\x20\x59\x68\x69\x37\x41\x4a\x68\x56\x50\x56\x38\x41\x45\ -\x67\x44\x47\x4d\x4e\x70\x56\x62\x74\x46\x78\x70\x59\x55\x5a\x31\ -\x6e\x71\x41\x39\x76\x61\x4f\x4f\x4d\x4a\x76\x4b\x47\x70\x35\x71\ -\x66\x43\x79\x62\x64\x74\x4c\x47\x30\x50\x42\x2f\x38\x55\x78\x33\ -\x74\x4b\x57\x53\x4a\x32\x70\x50\x72\x63\x52\x35\x45\x62\x51\x20\ -\x74\x32\x46\x77\x34\x38\x42\x37\x2b\x74\x52\x33\x43\x4d\x42\x41\ -\x6f\x62\x2b\x57\x6c\x6c\x64\x65\x4d\x37\x53\x6f\x55\x36\x2f\x79\ -\x5a\x37\x63\x77\x65\x7a\x74\x56\x6c\x4e\x39\x57\x69\x6e\x5a\x46\ -\x67\x2f\x62\x4e\x6a\x62\x5a\x39\x55\x69\x51\x53\x6d\x54\x4f\x6d\ -\x4e\x33\x30\x71\x55\x59\x37\x7a\x4f\x4f\x72\x34\x20\x71\x72\x62\ -\x50\x57\x43\x47\x51\x32\x55\x6a\x5a\x59\x48\x6e\x51\x33\x64\x32\ -\x39\x65\x61\x71\x58\x68\x64\x46\x67\x38\x4f\x31\x4e\x6f\x64\x41\ -\x5a\x59\x37\x6d\x6d\x30\x62\x61\x2b\x31\x42\x67\x4d\x33\x41\x62\ -\x67\x47\x50\x6f\x6b\x59\x49\x4c\x55\x47\x53\x36\x50\x52\x6b\x4f\ -\x42\x64\x77\x47\x71\x36\x42\x32\x41\x20\x33\x52\x69\x79\x44\x69\ -\x70\x63\x4a\x51\x2b\x42\x37\x76\x4a\x71\x64\x30\x66\x2f\x37\x70\ -\x6f\x68\x57\x73\x69\x4e\x6c\x48\x36\x35\x35\x42\x63\x42\x30\x36\ -\x65\x36\x62\x44\x66\x4c\x71\x6c\x62\x59\x58\x65\x44\x78\x4c\x62\ -\x33\x35\x42\x57\x33\x4a\x39\x4c\x79\x32\x5a\x44\x6f\x45\x2b\x6e\ -\x76\x51\x50\x52\x71\x44\x20\x31\x6e\x74\x42\x65\x79\x68\x30\x4e\ -\x68\x38\x4b\x42\x67\x4c\x34\x47\x45\x69\x62\x51\x75\x76\x67\x63\ -\x61\x75\x72\x4f\x57\x41\x44\x2f\x54\x38\x43\x75\x6c\x69\x4b\x4d\ -\x79\x6b\x41\x58\x4f\x4f\x37\x46\x49\x32\x5a\x49\x61\x78\x33\x58\ -\x62\x63\x48\x39\x43\x7a\x44\x35\x64\x4b\x6d\x70\x71\x61\x71\x74\ -\x72\x5a\x4d\x20\x6f\x6a\x57\x52\x2f\x43\x69\x77\x53\x51\x59\x6c\ -\x71\x45\x4f\x68\x56\x71\x48\x6f\x6a\x6a\x71\x47\x79\x35\x63\x76\ -\x72\x39\x43\x43\x77\x73\x55\x72\x73\x58\x54\x36\x71\x62\x5a\x45\ -\x5a\x72\x56\x52\x4e\x61\x64\x57\x68\x66\x63\x44\x43\x30\x41\x2f\ -\x71\x4b\x4a\x33\x47\x45\x34\x2b\x47\x77\x30\x46\x7a\x68\x6e\x4c\ -\x20\x33\x32\x44\x71\x55\x41\x2b\x44\x4a\x58\x39\x76\x61\x39\x73\ -\x77\x70\x42\x44\x48\x66\x7a\x4a\x6c\x67\x31\x55\x43\x55\x66\x32\ -\x64\x78\x2b\x46\x35\x56\x54\x34\x5a\x58\x42\x52\x68\x7a\x45\x54\ -\x44\x34\x56\x50\x45\x6b\x4c\x2b\x37\x77\x74\x46\x4e\x54\x55\x30\ -\x6a\x68\x67\x48\x30\x34\x59\x6f\x63\x71\x33\x42\x61\x20\x59\x36\ -\x68\x2b\x65\x53\x79\x57\x57\x51\x65\x73\x41\x37\x59\x72\x50\x41\ -\x2f\x63\x46\x77\x31\x61\x48\x31\x54\x58\x75\x42\x31\x41\x4b\x63\ -\x34\x47\x6c\x62\x38\x55\x2f\x6a\x48\x36\x41\x7a\x70\x64\x56\x77\ -\x34\x41\x51\x43\x52\x5a\x50\x50\x52\x76\x41\x41\x50\x73\x6e\x4d\ -\x6c\x42\x67\x49\x43\x73\x7a\x6d\x61\x7a\x20\x57\x2f\x6f\x37\x56\ -\x2b\x4d\x69\x45\x56\x61\x36\x61\x72\x54\x4e\x32\x35\x36\x2f\x42\ -\x5a\x39\x47\x35\x69\x31\x63\x66\x46\x64\x66\x63\x33\x73\x79\x38\ -\x2b\x66\x32\x5a\x4c\x71\x78\x50\x5a\x6e\x35\x30\x75\x42\x78\x46\ -\x39\x6f\x79\x53\x32\x4f\x70\x7a\x4c\x63\x41\x54\x46\x66\x65\x67\ -\x78\x6f\x72\x2b\x39\x74\x54\x20\x71\x57\x64\x56\x35\x4a\x4d\x6f\ -\x50\x7a\x55\x63\x69\x57\x55\x79\x6d\x61\x30\x71\x63\x6f\x55\x4b\ -\x65\x32\x6c\x76\x54\x79\x77\x61\x73\x6d\x39\x71\x44\x4e\x71\x72\ -\x67\x59\x55\x4b\x4f\x38\x6b\x41\x4b\x52\x77\x43\x39\x50\x62\x41\ -\x45\x33\x33\x48\x4e\x6e\x52\x33\x37\x41\x2f\x73\x67\x76\x41\x67\ -\x78\x56\x33\x44\x20\x6c\x70\x61\x57\x37\x65\x4a\x4b\x59\x51\x64\ -\x52\x39\x4e\x63\x59\x76\x41\x66\x30\x64\x6f\x55\x55\x51\x47\x50\ -\x49\x2f\x74\x7a\x41\x51\x4e\x6a\x70\x4a\x42\x69\x73\x62\x51\x52\ -\x32\x48\x33\x78\x63\x30\x50\x4a\x79\x63\x42\x44\x6c\x73\x49\x59\ -\x53\x56\x50\x55\x36\x39\x2f\x52\x55\x6d\x6a\x33\x41\x54\x73\x73\ -\x47\x20\x51\x2f\x55\x30\x43\x6e\x58\x6e\x78\x6f\x32\x67\x52\x79\ -\x50\x63\x32\x78\x5a\x4c\x6e\x44\x6d\x57\x36\x77\x7a\x68\x65\x6c\ -\x56\x57\x71\x47\x75\x63\x43\x61\x79\x68\x55\x45\x62\x71\x79\x79\ -\x4a\x63\x49\x73\x70\x2f\x71\x63\x69\x76\x78\x58\x44\x50\x52\x79\ -\x55\x4c\x6e\x41\x70\x38\x77\x54\x48\x4e\x68\x30\x30\x33\x20\x44\ -\x36\x72\x76\x6a\x6f\x59\x43\x54\x36\x4f\x38\x42\x2f\x69\x6f\x77\ -\x73\x75\x75\x6d\x44\x63\x41\x4b\x50\x71\x77\x59\x4e\x53\x70\x53\ -\x46\x64\x4f\x70\x57\x57\x42\x61\x76\x57\x36\x64\x4f\x72\x6c\x67\ -\x58\x32\x33\x70\x56\x4c\x50\x4d\x62\x42\x2b\x59\x6a\x65\x62\x6f\ -\x57\x4e\x63\x7a\x39\x39\x53\x4b\x4b\x53\x78\x20\x55\x7a\x47\x4e\ -\x57\x43\x4a\x39\x31\x55\x37\x39\x78\x5a\x4e\x66\x61\x41\x77\x47\ -\x48\x30\x56\x30\x70\x61\x44\x4c\x45\x58\x47\x41\x37\x7a\x6d\x47\ -\x37\x78\x74\x39\x35\x7a\x51\x32\x2b\x6d\x75\x31\x6c\x32\x55\x6f\ -\x66\x78\x76\x6f\x31\x31\x4b\x48\x6f\x78\x42\x41\x64\x79\x34\x45\ -\x71\x36\x4b\x6e\x43\x59\x42\x72\x20\x33\x4e\x79\x57\x53\x74\x30\ -\x48\x33\x41\x76\x51\x46\x4b\x72\x62\x51\x39\x45\x66\x47\x77\x62\ -\x50\x41\x47\x38\x62\x31\x30\x4e\x4e\x41\x48\x48\x45\x61\x7a\x6c\ -\x49\x33\x71\x42\x73\x73\x41\x5a\x52\x6e\x6d\x47\x56\x6f\x4a\x67\ -\x37\x4f\x43\x54\x2b\x52\x65\x46\x59\x79\x37\x49\x6d\x4a\x4e\x64\ -\x72\x47\x50\x6f\x72\x20\x55\x64\x37\x52\x31\x42\x41\x38\x43\x6a\ -\x41\x61\x47\x2f\x32\x31\x78\x53\x58\x64\x73\x4d\x7a\x5a\x31\x6e\ -\x73\x37\x73\x41\x58\x34\x34\x41\x72\x77\x6f\x63\x61\x64\x78\x61\ -\x62\x6a\x57\x68\x50\x70\x44\x77\x41\x2f\x46\x5a\x58\x76\x41\x62\ -\x73\x41\x67\x59\x5a\x67\x2f\x63\x48\x78\x65\x4c\x77\x44\x35\x46\ -\x2f\x41\x20\x2f\x68\x54\x55\x4b\x4d\x34\x45\x75\x64\x63\x31\x33\ -\x45\x4d\x4b\x62\x52\x42\x4c\x64\x64\x7a\x66\x6e\x6b\x70\x2f\x75\ -\x44\x32\x56\x65\x6a\x4b\x56\x53\x72\x32\x79\x4c\x70\x31\x2b\x32\ -\x61\x50\x37\x61\x61\x63\x31\x6d\x62\x79\x72\x4e\x5a\x45\x36\x73\ -\x54\x57\x52\x33\x71\x4d\x31\x6b\x64\x71\x7a\x4e\x5a\x45\x36\x20\ -\x50\x78\x61\x4c\x39\x66\x53\x31\x36\x33\x61\x6a\x72\x30\x62\x68\ -\x54\x6d\x58\x74\x78\x53\x6a\x34\x67\x30\x7a\x64\x49\x63\x6f\x59\ -\x69\x55\x54\x6d\x53\x4b\x46\x6b\x32\x4b\x74\x7a\x46\x79\x33\x61\ -\x57\x59\x78\x52\x7a\x43\x38\x43\x49\x72\x4a\x44\x52\x39\x2b\x32\ -\x37\x62\x6d\x4e\x51\x65\x76\x39\x65\x4e\x63\x6d\x20\x6e\x47\x79\ -\x38\x44\x46\x5a\x69\x6f\x6d\x58\x64\x33\x6f\x69\x55\x44\x64\x5a\ -\x77\x65\x43\x38\x4c\x35\x2f\x76\x45\x6e\x64\x43\x79\x38\x4b\x58\ -\x32\x35\x4b\x4f\x4b\x48\x4f\x38\x36\x63\x6b\x78\x54\x4f\x48\x67\ -\x46\x75\x59\x70\x57\x51\x57\x34\x63\x36\x42\x6a\x33\x59\x6d\x31\ -\x33\x39\x32\x61\x46\x32\x78\x46\x71\x20\x45\x37\x5a\x39\x56\x46\ -\x73\x79\x2b\x54\x51\x51\x51\x2f\x55\x6b\x67\x4c\x5a\x45\x2b\x68\ -\x79\x55\x4c\x30\x41\x78\x32\x72\x78\x2f\x6b\x30\x43\x76\x46\x62\ -\x68\x45\x58\x41\x35\x33\x7a\x59\x70\x64\x32\x35\x4b\x70\x6b\x2b\ -\x4c\x78\x6d\x56\x63\x6d\x6d\x43\x69\x39\x6d\x50\x65\x35\x36\x71\ -\x35\x41\x70\x62\x39\x49\x20\x51\x31\x50\x54\x30\x6c\x30\x4b\x35\ -\x63\x7a\x6b\x2b\x5a\x59\x42\x4a\x64\x48\x45\x36\x54\x30\x4b\x5a\ -\x61\x48\x43\x33\x51\x4f\x31\x77\x70\x59\x46\x67\x35\x59\x71\x70\ -\x77\x50\x72\x65\x78\x7a\x36\x30\x34\x4b\x71\x44\x4d\x35\x47\x35\ -\x4e\x62\x47\x59\x4f\x43\x69\x71\x58\x79\x47\x6d\x70\x71\x61\x42\ -\x51\x4b\x48\x20\x44\x57\x32\x52\x38\x75\x7a\x4b\x67\x2f\x4b\x53\ -\x63\x42\x68\x63\x4e\x56\x34\x30\x5a\x47\x69\x74\x43\x61\x4d\x51\ -\x43\x65\x39\x6c\x7a\x45\x62\x46\x73\x6d\x58\x56\x43\x33\x50\x62\ -\x6e\x43\x4d\x45\x56\x71\x71\x79\x47\x4b\x46\x62\x54\x66\x66\x41\ -\x34\x6f\x37\x64\x73\x42\x67\x47\x4e\x36\x6a\x4c\x68\x78\x45\x39\ -\x20\x45\x37\x68\x50\x6c\x4e\x74\x56\x35\x4c\x79\x47\x59\x50\x33\ -\x42\x37\x63\x6d\x4f\x78\x39\x71\x53\x36\x52\x38\x31\x68\x41\x4a\ -\x70\x67\x62\x4e\x46\x65\x41\x61\x67\x4c\x5a\x6d\x65\x46\x51\x55\ -\x6c\x4a\x70\x76\x69\x4d\x76\x43\x52\x67\x63\x65\x32\x62\x35\x2b\ -\x2f\x77\x49\x64\x37\x73\x36\x4b\x44\x70\x48\x66\x6b\x20\x46\x41\ -\x43\x52\x6e\x66\x39\x75\x65\x66\x52\x63\x6f\x42\x4c\x6b\x75\x72\ -\x35\x6c\x35\x51\x72\x77\x4a\x64\x48\x7a\x41\x42\x65\x56\x47\x77\ -\x45\x61\x51\x38\x48\x66\x71\x48\x4a\x2f\x57\x7a\x4a\x35\x50\x5a\ -\x4e\x59\x67\x47\x52\x2b\x68\x52\x79\x68\x44\x45\x31\x6e\x45\x72\ -\x53\x55\x5a\x50\x64\x2f\x4e\x47\x2f\x34\x20\x5a\x4e\x4c\x78\x55\ -\x71\x7a\x59\x2b\x77\x65\x67\x31\x71\x4e\x35\x53\x77\x36\x7a\x74\ -\x71\x2f\x55\x31\x6d\x69\x78\x62\x58\x74\x75\x6c\x63\x46\x6e\x67\ -\x53\x38\x42\x53\x78\x56\x75\x46\x69\x47\x49\x63\x68\x6a\x69\x48\ -\x74\x77\x61\x7a\x34\x79\x6d\x4f\x6f\x73\x52\x44\x51\x62\x61\x67\ -\x57\x71\x6a\x61\x6c\x74\x39\x20\x76\x6d\x66\x65\x6d\x77\x31\x44\ -\x48\x77\x64\x2b\x33\x4a\x5a\x49\x6e\x7a\x75\x57\x38\x66\x79\x6e\ -\x73\x48\x7a\x35\x38\x6f\x6f\x4e\x58\x5a\x31\x64\x67\x42\x68\x56\ -\x63\x2f\x30\x74\x4c\x53\x33\x62\x41\x5a\x70\x72\x61\x68\x62\x30\ -\x7a\x4b\x31\x4b\x67\x38\x35\x54\x6e\x7a\x61\x32\x74\x52\x56\x69\ -\x31\x5a\x70\x43\x20\x39\x68\x6d\x4b\x33\x67\x52\x79\x64\x32\x73\ -\x69\x64\x65\x4c\x75\x67\x63\x43\x75\x4f\x56\x4d\x65\x41\x5a\x70\ -\x52\x48\x68\x66\x44\x2f\x56\x52\x4c\x50\x44\x4d\x70\x45\x73\x70\ -\x68\x79\x2f\x38\x4c\x34\x47\x79\x50\x70\x72\x50\x6a\x6d\x65\x79\ -\x31\x6b\x39\x48\x48\x47\x34\x6e\x79\x6b\x74\x43\x44\x69\x4f\x55\ -\x2f\x20\x77\x58\x58\x31\x4c\x33\x67\x62\x4b\x34\x43\x4f\x71\x6e\ -\x78\x2b\x53\x4d\x37\x63\x63\x45\x54\x44\x67\x65\x4f\x71\x44\x46\ -\x71\x42\x79\x31\x45\x65\x46\x5a\x57\x54\x67\x54\x6b\x6f\x68\x77\ -\x41\x64\x78\x64\x69\x6b\x30\x65\x41\x4b\x33\x41\x54\x4d\x63\x37\ -\x66\x50\x4f\x53\x57\x57\x53\x6a\x30\x70\x79\x43\x63\x4d\x20\x68\ -\x78\x2b\x4d\x5a\x54\x7a\x2f\x53\x66\x51\x6b\x45\x6c\x57\x49\x58\ -\x49\x37\x77\x6e\x54\x35\x6a\x42\x62\x42\x39\x62\x73\x55\x37\x51\ -\x58\x64\x42\x39\x51\x39\x39\x78\x67\x6f\x51\x52\x63\x38\x48\x45\ -\x4e\x48\x76\x41\x4b\x78\x4c\x70\x31\x2b\x65\x73\x33\x44\x52\x32\ -\x78\x51\x75\x51\x6a\x68\x41\x31\x58\x69\x36\x20\x4b\x52\x79\x34\ -\x63\x6d\x44\x51\x37\x6a\x67\x52\x6f\x4a\x52\x37\x34\x52\x66\x68\ -\x51\x4f\x33\x58\x4b\x55\x38\x71\x64\x71\x4b\x38\x4a\x42\x78\x45\ -\x32\x4b\x72\x37\x74\x4b\x49\x2f\x6f\x5a\x53\x7a\x56\x58\x6a\x45\ -\x6b\x59\x71\x54\x34\x31\x32\x6a\x30\x33\x6c\x2f\x71\x39\x38\x2f\ -\x66\x30\x74\x56\x78\x57\x55\x6f\x20\x6e\x77\x62\x57\x71\x73\x6f\ -\x4a\x41\x67\x45\x56\x76\x55\x31\x67\x4f\x79\x49\x58\x75\x59\x62\ -\x7a\x57\x38\x4f\x52\x69\x78\x74\x44\x67\x54\x50\x56\x56\x2f\x57\ -\x4a\x74\x72\x61\x32\x59\x57\x4e\x76\x56\x4f\x55\x47\x44\x4e\x30\ -\x64\x4e\x5a\x38\x48\x74\x44\x57\x52\x75\x6e\x71\x73\x7a\x7a\x6b\ -\x52\x4c\x4d\x75\x61\x20\x56\x36\x56\x61\x6b\x31\x65\x74\x4e\x63\ -\x58\x5a\x46\x54\x45\x57\x75\x56\x71\x49\x30\x68\x5a\x44\x46\x36\ -\x67\x61\x46\x51\x41\x69\x62\x6b\x35\x64\x4b\x63\x72\x31\x36\x46\ -\x59\x78\x6a\x41\x32\x6f\x75\x77\x45\x31\x4e\x30\x67\x2b\x76\x32\ -\x46\x2b\x62\x65\x30\x72\x30\x36\x45\x39\x76\x37\x61\x37\x65\x7a\ -\x50\x77\x20\x6e\x53\x45\x4e\x69\x69\x43\x41\x53\x4c\x2b\x6b\x55\ -\x44\x51\x63\x4f\x42\x5a\x6c\x54\x35\x54\x48\x57\x78\x4c\x70\x76\ -\x2f\x66\x66\x59\x2b\x33\x61\x33\x73\x5a\x77\x6f\x42\x49\x56\x46\ -\x4f\x4b\x6f\x66\x44\x4a\x6e\x63\x6c\x6f\x30\x46\x44\x71\x70\x4c\ -\x5a\x45\x59\x6c\x38\x35\x36\x4a\x42\x4b\x70\x30\x74\x35\x74\x20\ -\x37\x58\x69\x58\x4b\x78\x4e\x55\x76\x68\x55\x4f\x2b\x48\x64\x62\ -\x73\x4c\x6a\x36\x72\x4c\x4a\x47\x66\x34\x46\x5a\x61\x37\x30\x62\ -\x41\x72\x56\x37\x62\x63\x31\x4c\x79\x30\x36\x78\x51\x46\x4f\x4c\ -\x68\x4b\x33\x61\x37\x34\x41\x4d\x69\x53\x4d\x61\x77\x4c\x55\x4c\ -\x6c\x6c\x52\x2f\x61\x72\x51\x66\x6e\x6d\x67\x6f\x20\x39\x41\x37\ -\x42\x76\x5a\x35\x43\x4a\x65\x6e\x37\x48\x4d\x4e\x33\x53\x69\x77\ -\x57\x36\x32\x6b\x4d\x42\x57\x38\x44\x50\x55\x33\x67\x54\x42\x78\ -\x64\x70\x61\x59\x38\x67\x70\x42\x48\x71\x51\x4f\x39\x6f\x7a\x57\ -\x52\x48\x6c\x77\x4d\x59\x37\x71\x52\x73\x4e\x38\x66\x55\x52\x2f\ -\x4e\x71\x4f\x78\x68\x69\x44\x61\x71\x20\x30\x67\x68\x45\x4b\x46\ -\x53\x69\x6d\x61\x79\x63\x53\x71\x55\x51\x47\x78\x45\x44\x34\x67\ -\x49\x4a\x56\x32\x6c\x44\x64\x47\x31\x6c\x54\x2f\x36\x35\x6c\x6c\ -\x64\x65\x65\x57\x33\x34\x79\x79\x64\x47\x63\x33\x4e\x7a\x5a\x63\ -\x2f\x6d\x56\x35\x39\x43\x32\x56\x4e\x56\x72\x68\x54\x44\x58\x55\ -\x63\x68\x6d\x74\x2f\x47\x20\x6c\x57\x4e\x61\x55\x36\x6e\x2b\x58\ -\x65\x4b\x6f\x62\x62\x39\x4a\x44\x4a\x34\x44\x4e\x6a\x6d\x47\x37\ -\x30\x32\x6d\x35\x74\x34\x47\x38\x67\x31\x48\x66\x43\x65\x4b\x73\ -\x33\x31\x50\x30\x7a\x58\x61\x42\x7a\x72\x35\x52\x30\x74\x42\x45\ -\x72\x6e\x32\x78\x79\x43\x66\x4b\x6e\x6d\x53\x38\x49\x69\x61\x56\ -\x53\x63\x6c\x20\x45\x6f\x6b\x4e\x34\x33\x72\x51\x4e\x78\x43\x7a\ -\x30\x6d\x41\x56\x74\x4d\x74\x35\x47\x4e\x69\x4b\x36\x45\x38\x64\ -\x71\x66\x7a\x5a\x56\x46\x61\x75\x61\x57\x70\x71\x71\x73\x70\x76\ -\x33\x58\x53\x6a\x51\x69\x6e\x4e\x62\x42\x66\x6b\x77\x6e\x69\x6d\ -\x73\x31\x51\x35\x38\x35\x31\x34\x71\x39\x38\x2f\x66\x2f\x4d\x63\ -\x20\x33\x37\x64\x45\x35\x52\x79\x67\x45\x36\x67\x43\x7a\x54\x74\ -\x47\x78\x65\x36\x78\x57\x4f\x7a\x56\x78\x6d\x44\x77\x52\x45\x53\ -\x76\x6f\x31\x44\x4e\x65\x4c\x76\x41\x41\x33\x6e\x44\x64\x34\x61\ -\x70\x2b\x54\x74\x52\x33\x61\x63\x31\x6b\x52\x35\x50\x65\x61\x72\ -\x78\x59\x67\x54\x39\x2f\x6a\x33\x45\x34\x43\x41\x52\x20\x39\x6c\ -\x4e\x6c\x54\x78\x48\x65\x44\x45\x4e\x6c\x59\x6d\x61\x41\x47\x50\ -\x41\x38\x79\x6a\x4d\x59\x38\x72\x68\x5a\x74\x58\x33\x31\x5a\x45\ -\x64\x2b\x52\x79\x4b\x52\x4f\x74\x50\x4e\x2f\x51\x51\x34\x43\x51\ -\x71\x52\x2f\x79\x70\x63\x32\x52\x5a\x50\x66\x33\x72\x67\x65\x59\ -\x30\x68\x2b\x33\x37\x67\x61\x46\x58\x35\x20\x56\x46\x73\x79\x2b\ -\x66\x4f\x2b\x34\x36\x46\x51\x61\x45\x6b\x46\x7a\x6c\x71\x51\x2b\ -\x61\x70\x36\x59\x56\x73\x79\x2f\x62\x2b\x4d\x77\x79\x6b\x66\x74\ -\x76\x77\x66\x42\x61\x37\x45\x77\x77\x45\x50\x68\x61\x70\x49\x35\ -\x4e\x79\x6a\x5a\x70\x4d\x36\x36\x6b\x77\x77\x36\x77\x78\x57\x79\ -\x4f\x2b\x50\x69\x73\x6e\x6a\x20\x73\x4a\x4e\x79\x35\x53\x61\x51\ -\x71\x78\x30\x6a\x39\x36\x4e\x55\x36\x75\x58\x30\x5a\x50\x5a\x6e\ -\x32\x2f\x5a\x53\x77\x2b\x32\x39\x55\x35\x42\x44\x53\x35\x79\x79\ -\x44\x64\x58\x54\x34\x78\x31\x64\x64\x77\x35\x75\x61\x47\x70\x71\ -\x71\x69\x47\x66\x62\x32\x36\x4a\x78\x56\x62\x31\x48\x59\x75\x47\ -\x72\x43\x50\x41\x20\x75\x46\x6f\x67\x41\x6e\x4b\x56\x34\x44\x37\ -\x73\x49\x6f\x30\x43\x6c\x36\x6c\x6f\x2f\x78\x64\x68\x42\x66\x67\ -\x79\x6f\x56\x44\x49\x79\x65\x64\x7a\x72\x5a\x6c\x4d\x73\x71\x47\ -\x68\x50\x6d\x77\x34\x35\x6e\x4d\x67\x64\x37\x51\x6d\x6b\x69\x73\ -\x6e\x38\x78\x6b\x48\x59\x51\x54\x72\x36\x70\x59\x62\x6f\x6b\x63\ -\x69\x20\x48\x41\x51\x63\x78\x4a\x42\x30\x6c\x31\x6d\x4c\x69\x2f\ -\x41\x76\x56\x42\x34\x44\x58\x5a\x30\x58\x33\x35\x2f\x53\x6b\x78\ -\x51\x7a\x74\x70\x74\x6c\x56\x62\x73\x2b\x44\x6e\x52\x64\x49\x31\ -\x59\x4d\x6b\x75\x32\x6e\x2b\x41\x4e\x7a\x70\x38\x49\x7a\x62\x59\ -\x6e\x55\x76\x67\x7a\x51\x33\x49\x6f\x47\x37\x57\x74\x45\x20\x39\ -\x43\x7a\x67\x5a\x57\x42\x58\x52\x52\x2f\x46\x4e\x63\x35\x75\x53\ -\x36\x56\x65\x47\x75\x73\x59\x69\x6a\x2f\x55\x64\x31\x47\x36\x6e\ -\x6d\x4b\x4c\x75\x48\x4a\x6b\x72\x4c\x4d\x7a\x4e\x74\x5a\x37\x76\ -\x31\x47\x59\x56\x51\x59\x72\x47\x6c\x32\x79\x79\x4f\x32\x70\x66\ -\x45\x78\x68\x7a\x78\x4b\x6e\x39\x41\x49\x33\x20\x4f\x6f\x62\x37\ -\x33\x56\x53\x71\x65\x38\x77\x66\x69\x4d\x47\x45\x77\x39\x58\x31\ -\x35\x4d\x77\x48\x67\x4f\x59\x53\x70\x33\x51\x5a\x68\x68\x78\x66\ -\x71\x6c\x78\x35\x59\x37\x6a\x68\x4d\x55\x52\x66\x61\x34\x33\x46\ -\x6a\x67\x4f\x49\x68\x75\x77\x4c\x42\x43\x34\x44\x58\x61\x65\x59\ -\x48\x78\x66\x63\x39\x77\x4c\x6e\x20\x4b\x58\x79\x72\x47\x47\x74\ -\x7a\x71\x4b\x6f\x63\x32\x4a\x5a\x4d\x50\x67\x58\x51\x47\x41\x70\ -\x38\x41\x6f\x78\x69\x77\x4b\x67\x65\x41\x43\x41\x71\x6e\x38\x46\ -\x30\x75\x31\x70\x69\x36\x63\x63\x6e\x2b\x6e\x78\x39\x32\x4c\x61\ -\x39\x31\x4f\x66\x6d\x6a\x6c\x53\x52\x34\x31\x42\x39\x4e\x77\x79\ -\x56\x4d\x58\x36\x64\x20\x34\x67\x42\x50\x49\x76\x70\x48\x31\x7a\ -\x48\x75\x54\x33\x5a\x32\x50\x73\x30\x6b\x68\x68\x78\x41\x59\x66\ -\x61\x74\x76\x54\x33\x2f\x41\x68\x70\x63\x6c\x63\x50\x61\x6b\x38\ -\x6e\x2b\x49\x4e\x58\x47\x63\x4f\x42\x77\x6c\x41\x63\x46\x58\x70\ -\x69\x33\x50\x62\x2f\x76\x6c\x71\x71\x4b\x73\x30\x41\x76\x42\x71\ -\x6f\x51\x20\x2f\x55\x5a\x72\x50\x50\x4e\x44\x78\x69\x67\x4e\x30\ -\x31\x42\x66\x48\x33\x62\x46\x76\x5a\x65\x53\x6e\x30\x6c\x4e\x6f\ -\x65\x5a\x52\x55\x31\x33\x68\x78\x37\x62\x74\x70\x54\x37\x74\x66\ -\x58\x39\x65\x4b\x6e\x38\x7a\x30\x33\x55\x35\x42\x7a\x4a\x72\x64\ -\x67\x6d\x58\x4c\x36\x66\x43\x36\x61\x6d\x38\x59\x78\x68\x6a\x20\ -\x42\x56\x41\x4a\x6e\x47\x32\x36\x78\x72\x71\x49\x35\x66\x39\x4e\ -\x32\x4c\x4c\x47\x6e\x55\x59\x52\x74\x61\x77\x51\x4f\x64\x38\x71\ -\x53\x68\x75\x72\x64\x65\x70\x77\x59\x43\x6c\x6a\x42\x57\x41\x36\ -\x75\x51\x2b\x30\x78\x6d\x4c\x48\x4e\x7a\x55\x31\x37\x64\x49\x59\ -\x73\x6d\x38\x55\x75\x42\x79\x34\x5a\x73\x37\x43\x20\x78\x58\x73\ -\x6a\x7a\x69\x49\x4b\x34\x51\x73\x76\x43\x65\x79\x71\x68\x56\x39\ -\x67\x55\x30\x53\x76\x57\x74\x47\x76\x4b\x79\x58\x2f\x44\x2f\x51\ -\x30\x63\x4e\x39\x4f\x59\x65\x6d\x34\x57\x45\x58\x76\x64\x70\x55\ -\x78\x70\x65\x78\x34\x50\x6c\x39\x30\x79\x61\x4b\x49\x56\x66\x65\ -\x52\x69\x4f\x58\x2f\x73\x2b\x6e\x6d\x20\x75\x68\x52\x75\x52\x66\ -\x56\x4d\x70\x74\x35\x59\x62\x61\x65\x51\x36\x4c\x79\x42\x53\x54\ -\x59\x65\x48\x70\x6a\x41\x67\x61\x68\x38\x79\x7a\x44\x30\x79\x62\ -\x44\x6c\x54\x34\x62\x72\x36\x33\x34\x51\x72\x4b\x74\x37\x2b\x32\ -\x52\x31\x6f\x4c\x30\x39\x48\x77\x65\x69\x6f\x74\x77\x79\x30\x46\ -\x6a\x5a\x74\x6a\x30\x58\x20\x35\x57\x6f\x4b\x75\x34\x71\x62\x4e\ -\x2f\x74\x38\x67\x64\x5a\x45\x36\x71\x64\x35\x38\x65\x30\x42\x33\ -\x49\x4d\x72\x42\x7a\x49\x4f\x48\x61\x76\x32\x6a\x6f\x36\x34\x4f\ -\x61\x66\x33\x59\x49\x45\x48\x76\x4d\x38\x51\x47\x33\x45\x66\x44\ -\x64\x58\x58\x4c\x78\x2f\x66\x45\x77\x32\x4c\x47\x62\x62\x72\x6a\ -\x6f\x31\x59\x20\x2f\x74\x74\x4d\x4e\x35\x64\x52\x6c\x53\x74\x4e\ -\x37\x66\x30\x56\x73\x32\x68\x69\x4d\x32\x73\x47\x45\x67\x6e\x34\ -\x66\x36\x7a\x4b\x35\x38\x64\x36\x6e\x63\x4b\x66\x44\x55\x4d\x75\ -\x69\x36\x55\x36\x56\x34\x33\x32\x6d\x72\x44\x66\x33\x34\x44\x4a\ -\x77\x78\x53\x63\x79\x46\x37\x38\x7a\x54\x45\x71\x6a\x68\x2f\x4e\ -\x20\x4c\x30\x73\x30\x47\x48\x79\x37\x69\x4e\x34\x4d\x4e\x49\x46\ -\x63\x31\x5a\x70\x49\x2f\x6a\x2b\x41\x78\x70\x42\x39\x50\x76\x41\ -\x64\x52\x47\x39\x46\x35\x54\x58\x51\x53\x70\x41\x50\x41\x5a\x57\ -\x49\x66\x4b\x6b\x31\x6e\x76\x78\x2b\x55\x31\x4e\x54\x56\x53\x36\ -\x58\x57\x39\x71\x58\x49\x67\x4d\x46\x6e\x38\x6a\x43\x20\x62\x64\ -\x74\x79\x78\x5a\x32\x74\x4d\x64\x48\x63\x33\x46\x79\x35\x2b\x5a\ -\x58\x75\x34\x7a\x47\x4d\x44\x36\x46\x36\x4c\x49\x50\x79\x49\x4d\ -\x64\x4a\x54\x69\x43\x6d\x38\x4b\x4a\x41\x71\x79\x70\x5a\x4d\x53\ -\x53\x6a\x51\x70\x63\x36\x6b\x73\x56\x31\x4e\x32\x69\x6c\x30\x79\ -\x4d\x79\x62\x31\x73\x69\x6b\x58\x67\x56\x20\x62\x79\x4e\x6c\x68\ -\x45\x4b\x68\x52\x52\x58\x62\x74\x31\x66\x6b\x52\x47\x72\x45\x70\ -\x42\x62\x56\x65\x6c\x56\x71\x78\x4b\x41\x57\x43\x41\x6b\x73\x55\ -\x32\x55\x33\x76\x44\x53\x68\x78\x6f\x48\x41\x53\x79\x43\x33\x35\ -\x41\x33\x6e\x56\x78\x4f\x5a\x6a\x55\x63\x69\x6b\x63\x57\x6d\x6d\ 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-\x61\x57\x7a\x73\x37\x75\x38\x54\x33\x71\x6f\x47\x65\x71\x20\x72\ -\x77\x2b\x37\x68\x76\x74\x78\x43\x68\x72\x6f\x2f\x67\x6e\x63\x4b\ -\x67\x30\x38\x49\x38\x67\x61\x56\x66\x63\x5a\x78\x39\x54\x6e\x55\ -\x71\x6e\x75\x47\x49\x58\x6e\x6d\x78\x62\x43\x34\x65\x70\x36\x38\ -\x75\x61\x62\x42\x64\x30\x4e\x5a\x42\x39\x56\x39\x71\x63\x67\x4c\ -\x6a\x6a\x65\x6e\x44\x34\x56\x65\x46\x42\x56\x20\x2f\x37\x66\x61\ -\x36\x76\x72\x44\x6d\x6a\x57\x4d\x6d\x45\x30\x77\x45\x6f\x32\x68\ -\x2b\x75\x56\x67\x50\x41\x46\x30\x35\x54\x43\x62\x4b\x31\x78\x33\ -\x56\x30\x52\x2f\x67\x62\x42\x43\x34\x4a\x36\x57\x52\x50\x72\x34\ -\x69\x66\x5a\x52\x52\x4d\x4a\x57\x33\x66\x63\x6f\x52\x4e\x31\x37\ -\x73\x52\x48\x4d\x77\x2b\x4f\x5a\x20\x7a\x44\x2f\x47\x65\x75\x4f\ -\x61\x6d\x70\x6f\x46\x38\x79\x71\x4d\x39\x31\x4e\x51\x6a\x44\x31\ -\x77\x68\x4e\x4d\x64\x52\x59\x39\x4a\x5a\x4c\x70\x4b\x7a\x50\x71\ -\x6d\x6a\x78\x6b\x33\x57\x4a\x46\x41\x7a\x64\x36\x71\x78\x6c\x38\ 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-\x45\x75\x55\x4f\x78\x36\x77\x34\x76\x5a\x69\x51\x4c\x59\x30\x68\ -\x2b\x32\x78\x52\x53\x62\x51\x6b\x6b\x35\x4f\x61\x20\x56\x68\x4d\ -\x4f\x2b\x4c\x2b\x4b\x38\x75\x30\x53\x7a\x64\x33\x71\x79\x6f\x70\ -\x45\x5a\x2b\x65\x2f\x52\x6e\x4f\x76\x68\x76\x72\x36\x51\x78\x31\ -\x78\x50\x69\x4c\x49\x71\x59\x7a\x74\x50\x65\x78\x32\x54\x57\x66\ -\x76\x5a\x48\x4a\x39\x5a\x67\x7a\x58\x54\x44\x6f\x7a\x61\x72\x41\ -\x43\x67\x63\x43\x75\x50\x73\x30\x2f\x20\x42\x54\x51\x4d\x61\x52\ -\x54\x61\x38\x76\x6a\x32\x53\x36\x66\x54\x4c\x7a\x63\x33\x4e\x31\ -\x64\x75\x33\x72\x44\x2b\x44\x4a\x41\x4c\x51\x48\x63\x62\x35\x65\ -\x31\x62\x67\x63\x73\x57\x4c\x4b\x6d\x2b\x61\x65\x33\x61\x74\x62\ -\x30\x46\x66\x35\x66\x7a\x4a\x36\x44\x61\x2b\x33\x54\x39\x57\x54\ -\x7a\x54\x39\x54\x6c\x47\x20\x38\x44\x73\x55\x30\x7a\x52\x75\x6f\ -\x4a\x42\x68\x33\x7a\x56\x2f\x65\x79\x37\x36\x62\x44\x61\x37\x70\ -\x62\x67\x30\x58\x41\x32\x59\x34\x76\x4b\x75\x6c\x6c\x54\x71\x45\ -\x53\x69\x6f\x42\x4f\x79\x79\x62\x5a\x76\x35\x37\x4f\x54\x46\x6b\ -\x35\x6b\x52\x79\x33\x2b\x61\x77\x6f\x58\x41\x58\x6d\x4f\x38\x64\ -\x6a\x4d\x46\x20\x33\x38\x68\x39\x56\x44\x6a\x33\x78\x75\x50\x72\ -\x78\x36\x63\x50\x4d\x38\x4d\x30\x4e\x7a\x64\x58\x62\x6e\x70\x31\ -\x2f\x53\x48\x69\x63\x68\x79\x69\x78\x34\x49\x73\x47\x2b\x4d\x74\ -\x74\x6f\x46\x65\x4a\x36\x37\x78\x2f\x66\x48\x73\x75\x4f\x30\x65\ -\x43\x4f\x79\x61\x4e\x2f\x53\x6e\x4b\x76\x49\x68\x68\x42\x65\x42\ -\x20\x2f\x39\x63\x61\x54\x2f\x39\x6c\x68\x4d\x75\x6b\x49\x52\x42\ -\x34\x71\x2b\x46\x6a\x56\x7a\x4f\x6e\x7a\x37\x36\x59\x79\x61\x77\ -\x66\x53\x35\x2b\x52\x65\x76\x38\x35\x4b\x76\x77\x51\x7a\x2b\x2b\ -\x73\x70\x74\x53\x52\x77\x78\x4a\x2b\x4f\x41\x42\x66\x41\x41\x41\ -\x67\x41\x45\x6c\x45\x51\x56\x54\x5a\x62\x4a\x76\x58\x20\x74\x63\ -\x46\x67\x74\x53\x57\x4f\x37\x30\x78\x42\x56\x2b\x4b\x68\x75\x7a\ -\x56\x71\x6c\x46\x58\x78\x6a\x75\x77\x52\x7a\x47\x42\x6c\x6f\x70\ -\x6b\x30\x57\x42\x49\x4f\x31\x4e\x36\x4c\x69\x6c\x65\x6c\x32\x36\ -\x32\x47\x6f\x51\x65\x32\x70\x37\x71\x65\x48\x58\x54\x63\x43\x41\ -\x58\x71\x54\x68\x5a\x31\x76\x77\x77\x79\x20\x53\x6f\x65\x37\x70\ -\x67\x54\x6a\x57\x6b\x55\x2f\x54\x30\x46\x4c\x33\x4f\x75\x63\x37\ -\x38\x55\x7a\x58\x65\x65\x50\x64\x4b\x65\x6d\x51\x4d\x42\x57\x51\ -\x2f\x36\x4b\x55\x49\x33\x79\x43\x4d\x49\x78\x41\x70\x65\x72\x6b\ -\x45\x62\x35\x50\x6f\x57\x34\x6f\x53\x44\x51\x37\x52\x69\x2b\x76\ -\x57\x4f\x78\x32\x4b\x75\x6a\x20\x47\x2b\x50\x49\x46\x49\x33\x32\ -\x6d\x51\x49\x58\x4b\x4c\x78\x70\x44\x4a\x64\x75\x42\x4f\x34\x51\ -\x31\x64\x2f\x4d\x58\x31\x72\x7a\x6c\x7a\x64\x69\x78\x4c\x52\x74\ -\x31\x7a\x54\x35\x31\x44\x69\x2b\x71\x4c\x6f\x77\x46\x6d\x64\x30\ -\x48\x70\x46\x62\x63\x4f\x57\x79\x38\x65\x79\x36\x4e\x59\x57\x73\ -\x34\x78\x58\x35\x20\x47\x57\x41\x44\x4e\x31\x59\x34\x6e\x4f\x63\ -\x6c\x7a\x64\x4e\x67\x57\x63\x73\x4d\x55\x36\x36\x68\x55\x44\x6f\ -\x4e\x49\x49\x66\x71\x7a\x2b\x63\x73\x57\x76\x4b\x6c\x73\x66\x77\ -\x39\x49\x67\x48\x2f\x75\x61\x71\x55\x53\x6d\x52\x76\x79\x59\x76\ -\x76\x6e\x65\x6c\x69\x38\x4f\x72\x79\x35\x56\x53\x38\x33\x4f\x45\ -\x2f\x20\x6c\x6f\x4c\x32\x32\x58\x47\x4d\x62\x55\x6e\x64\x39\x36\ -\x4d\x39\x64\x4e\x59\x75\x66\x43\x32\x65\x7a\x6c\x34\x79\x35\x50\ -\x67\x30\x4d\x57\x4d\x47\x61\x35\x67\x33\x58\x31\x58\x6b\x41\x34\ -\x6c\x30\x35\x32\x33\x44\x58\x6c\x39\x66\x38\x32\x34\x31\x6a\x41\ -\x74\x52\x4c\x32\x6d\x4f\x30\x61\x50\x43\x5a\x59\x6c\x30\x20\x39\ -\x69\x75\x6a\x50\x46\x30\x61\x51\x2f\x5a\x50\x55\x4c\x6b\x36\x6d\ -\x45\x79\x75\x53\x34\x61\x43\x71\x30\x41\x50\x4c\x74\x79\x49\x4f\ -\x36\x52\x71\x7a\x6b\x65\x30\x74\x2b\x63\x44\x77\x46\x57\x49\x33\ -\x74\x6f\x61\x54\x33\x39\x77\x49\x6d\x4d\x72\x59\x6b\x51\x73\x2f\ -\x2f\x73\x56\x4c\x71\x58\x30\x4a\x73\x46\x67\x20\x63\x71\x6a\x65\ -\x44\x64\x78\x63\x4d\x58\x2b\x58\x2b\x77\x62\x6d\x7a\x37\x33\x52\ -\x43\x64\x66\x58\x76\x31\x6e\x46\x2f\x62\x44\x41\x68\x34\x44\x51\ -\x4b\x43\x39\x7a\x67\x52\x74\x4d\x7a\x47\x2f\x32\x46\x65\x73\x59\ -\x4c\x59\x55\x45\x36\x73\x70\x76\x41\x78\x39\x31\x44\x4f\x65\x74\ -\x73\x64\x6a\x4f\x4d\x37\x61\x6d\x20\x59\x4c\x42\x52\x63\x56\x61\ -\x44\x31\x4b\x45\x38\x4c\x4d\x4a\x44\x78\x5a\x71\x50\x78\x34\x6a\ -\x6f\x72\x31\x73\x53\x6d\x54\x48\x4a\x5a\x49\x65\x74\x32\x69\x2b\ -\x43\x65\x41\x63\x77\x43\x38\x2b\x44\x66\x4b\x36\x67\x44\x36\x39\ -\x6e\x55\x6a\x6f\x58\x74\x68\x53\x74\x69\x4e\x35\x67\x71\x75\x38\ -\x47\x52\x35\x30\x7a\x20\x45\x4c\x77\x4d\x6b\x36\x4f\x34\x4b\x79\ -\x62\x44\x32\x54\x38\x65\x5a\x73\x52\x67\x68\x61\x32\x61\x66\x63\ -\x42\x34\x6e\x45\x4b\x59\x77\x6b\x34\x6f\x58\x4a\x37\x49\x5a\x4c\ -\x38\x38\x36\x6e\x73\x46\x61\x67\x38\x55\x6c\x53\x38\x72\x76\x49\ -\x63\x78\x50\x6f\x2b\x69\x46\x79\x55\x79\x58\x64\x38\x61\x79\x7a\ -\x56\x39\x20\x37\x42\x34\x49\x37\x4e\x70\x72\x79\x6f\x4d\x43\x65\ -\x77\x4d\x39\x6f\x76\x4b\x57\x6c\x6d\x53\x79\x46\x61\x41\x76\x39\ -\x55\x5a\x56\x39\x75\x75\x4c\x75\x52\x6f\x50\x6f\x59\x44\x2f\x58\ -\x51\x56\x42\x50\x68\x31\x53\x44\x62\x67\x45\x72\x51\x4c\x58\x53\ -\x46\x35\x2f\x32\x64\x37\x56\x6c\x52\x31\x76\x76\x32\x38\x51\x20\ -\x6a\x49\x68\x64\x64\x79\x69\x75\x66\x6c\x4c\x68\x5a\x45\x61\x58\ -\x4e\x37\x73\x4e\x35\x45\x72\x48\x38\x46\x30\x36\x31\x74\x69\x6a\ -\x33\x51\x4f\x42\x58\x62\x31\x6d\x56\x34\x32\x68\x77\x4d\x4d\x6f\ -\x37\x78\x53\x52\x69\x31\x73\x53\x71\x57\x2f\x32\x48\x77\x38\x47\ -\x62\x67\x41\x2b\x4c\x43\x34\x48\x74\x71\x54\x48\x20\x46\x6e\x4d\ -\x33\x67\x6b\x39\x72\x72\x47\x78\x57\x39\x48\x65\x6d\x6d\x72\x39\ -\x73\x37\x2b\x68\x34\x6a\x42\x32\x37\x76\x45\x62\x49\x38\x76\x39\ -\x52\x50\x45\x71\x50\x41\x51\x6c\x7a\x54\x75\x39\x62\x5a\x30\x4a\ -\x76\x66\x6a\x72\x55\x46\x48\x66\x43\x37\x2f\x66\x50\x39\x78\x6e\ -\x79\x4a\x37\x78\x32\x73\x34\x52\x48\x20\x45\x70\x6e\x73\x53\x73\ -\x59\x51\x76\x37\x4e\x78\x30\x35\x62\x55\x71\x35\x75\x32\x33\x4c\ -\x4c\x4c\x76\x41\x57\x33\x69\x38\x45\x69\x59\x41\x39\x47\x34\x59\ -\x41\x57\x35\x53\x76\x78\x6a\x71\x35\x78\x54\x32\x33\x6e\x4c\x46\ -\x6f\x30\x31\x79\x63\x30\x4b\x46\x51\x4a\x31\x49\x6c\x51\x38\x38\ -\x72\x47\x31\x2b\x34\x41\x20\x57\x4c\x72\x4c\x6f\x68\x7a\x43\x42\ -\x30\x52\x34\x2f\x39\x4a\x46\x75\x37\x78\x6a\x79\x61\x37\x56\x39\ -\x32\x37\x59\x73\x47\x48\x55\x73\x35\x77\x47\x79\x31\x71\x32\x61\ -\x4f\x48\x38\x58\x77\x6c\x38\x43\x36\x67\x66\x78\x53\x55\x50\x69\ -\x62\x71\x66\x6a\x6e\x64\x30\x6e\x66\x50\x71\x70\x69\x32\x50\x76\ -\x62\x70\x6c\x20\x79\x33\x54\x6c\x58\x38\x35\x6d\x39\x4e\x58\x58\ -\x4e\x73\x64\x65\x33\x62\x54\x6c\x64\x37\x73\x75\x58\x48\x53\x44\ -\x34\x75\x5a\x42\x6d\x68\x6b\x2b\x31\x4b\x4d\x43\x4f\x4d\x68\x51\ -\x39\x78\x4f\x4c\x46\x69\x37\x59\x75\x6e\x48\x54\x6c\x6e\x38\x77\ -\x79\x6c\x69\x71\x39\x5a\x73\x32\x44\x61\x6d\x79\x31\x42\x67\x49\ 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-\x75\x58\x74\x68\x54\x61\x66\x79\x72\x52\x44\x7a\x56\x4c\x2b\x4b\ -\x5a\x37\x4d\x65\x6e\x20\x6f\x74\x39\x6f\x64\x4d\x6b\x69\x64\x31\ -\x76\x6c\x70\x31\x51\x34\x42\x2b\x58\x71\x65\x45\x66\x32\x36\x79\ -\x4e\x64\x55\x77\x77\x49\x76\x51\x62\x59\x34\x42\x69\x2b\x4e\x34\ -\x31\x6e\x74\x36\x38\x78\x62\x42\x30\x45\x78\x6c\x32\x6f\x75\x6f\ -\x36\x68\x4b\x34\x70\x6c\x75\x59\x59\x51\x43\x6f\x57\x57\x69\x4c\ -\x50\x39\x20\x70\x79\x67\x6a\x4f\x56\x38\x56\x75\x4e\x74\x31\x2b\ -\x48\x6f\x79\x6d\x33\x31\x2b\x68\x48\x50\x4c\x6a\x49\x4c\x43\x7a\ -\x75\x76\x4c\x5a\x34\x4e\x2b\x42\x51\x69\x4d\x63\x48\x6f\x48\x49\ -\x68\x2b\x4c\x70\x7a\x74\x48\x72\x62\x55\x65\x69\x55\x54\x6d\x6d\ -\x50\x6e\x63\x4f\x6f\x52\x35\x34\x6e\x4a\x43\x53\x7a\x72\x39\x20\ -\x39\x38\x61\x77\x64\x52\x43\x75\x58\x41\x2b\x38\x43\x5a\x48\x76\ -\x74\x69\x5a\x53\x46\x7a\x51\x30\x31\x50\x6f\x4e\x70\x32\x49\x31\ -\x30\x41\x54\x38\x32\x36\x66\x47\x45\x53\x38\x6b\x6b\x36\x4f\x4b\ -\x64\x79\x71\x56\x66\x79\x76\x77\x48\x4d\x49\x76\x7a\x54\x79\x2f\ -\x6e\x6b\x6a\x4d\x47\x66\x53\x72\x6d\x54\x78\x56\x20\x49\x6d\x33\ -\x75\x35\x6e\x67\x6d\x65\x2f\x70\x45\x37\x6a\x38\x57\x70\x73\x31\ -\x67\x68\x61\x32\x36\x4b\x30\x45\x2f\x36\x64\x47\x30\x4c\x6f\x65\ -\x35\x66\x4b\x78\x79\x77\x32\x4f\x6c\x71\x61\x6d\x70\x61\x6a\x53\ -\x37\x5a\x55\x33\x42\x34\x41\x6b\x71\x65\x69\x65\x46\x6e\x4c\x67\ -\x35\x49\x76\x72\x7a\x6c\x6f\x4c\x43\x20\x77\x72\x42\x2b\x4e\x64\ -\x75\x32\x6c\x31\x59\x5a\x66\x41\x66\x45\x51\x54\x53\x4d\x63\x6a\ -\x54\x77\x6a\x43\x48\x6d\x36\x53\x2f\x46\x34\x35\x35\x62\x35\x70\ -\x48\x36\x6d\x6e\x65\x72\x47\x4e\x63\x77\x38\x70\x66\x6c\x63\x63\ -\x4f\x51\x7a\x77\x2b\x58\x31\x7a\x6a\x62\x6d\x47\x68\x71\x79\x6e\ -\x52\x69\x32\x2f\x5a\x63\x20\x77\x2b\x33\x39\x6b\x69\x41\x58\x4d\ -\x6b\x7a\x6c\x36\x69\x4c\x58\x56\x76\x54\x6b\x76\x6a\x42\x61\x72\ -\x61\x35\x6f\x4d\x4c\x69\x76\x34\x50\x36\x52\x51\x66\x46\x2f\x4b\ -\x76\x79\x71\x4c\x5a\x46\x65\x75\x5a\x74\x6c\x4c\x58\x46\x38\x38\ -\x6a\x43\x77\x4a\x38\x68\x6a\x6f\x50\x73\x70\x6b\x71\x6d\x51\x33\ -\x4c\x74\x65\x20\x4b\x46\x54\x75\x48\x70\x46\x41\x49\x47\x44\x37\ -\x4e\x50\x64\x33\x6b\x49\x55\x69\x2f\x4d\x5a\x78\x35\x4a\x70\x6b\ -\x5a\x2b\x65\x34\x4e\x33\x75\x38\x61\x4c\x42\x72\x33\x2b\x71\x36\ -\x38\x68\x54\x65\x47\x32\x58\x76\x54\x52\x51\x79\x54\x4b\x61\x63\ -\x61\x54\x46\x59\x77\x66\x72\x36\x51\x77\x78\x78\x48\x2f\x48\x6f\ -\x20\x7a\x33\x48\x56\x4f\x43\x44\x5a\x30\x66\x48\x30\x64\x49\x78\ -\x6a\x4a\x4e\x34\x55\x44\x72\x39\x5a\x31\x56\x6d\x74\x79\x6d\x61\ -\x66\x59\x61\x37\x49\x75\x38\x37\x33\x45\x55\x35\x47\x39\x51\x65\ -\x74\x79\x66\x51\x58\x68\x37\x76\x57\x73\x71\x78\x35\x63\x33\x31\ -\x47\x4f\x37\x41\x42\x35\x48\x45\x56\x2f\x55\x4e\x62\x20\x50\x48\ -\x55\x6e\x48\x6b\x37\x62\x53\x43\x51\x79\x78\x39\x33\x65\x38\x79\ -\x4d\x52\x2f\x51\x54\x44\x2f\x77\x30\x36\x52\x4f\x51\x72\x73\x58\ 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-\x50\x41\x79\x68\x38\x73\x79\x32\x52\x75\x6e\x69\x69\x2f\x55\x51\ -\x73\x61\x33\x66\x46\x75\x59\x56\x43\x4f\x45\x51\x70\x38\x69\x68\ -\x58\x6d\x48\x4e\x37\x4c\x33\x34\x64\x6c\x69\x71\x58\x42\x74\x76\ -\x36\x20\x51\x37\x48\x30\x65\x72\x65\x70\x78\x74\x76\x47\x6f\x38\ -\x51\x35\x6b\x78\x51\x64\x7a\x54\x39\x6e\x2b\x4b\x68\x77\x52\x35\ -\x53\x76\x78\x7a\x71\x79\x6c\x7a\x4f\x4f\x48\x35\x50\x69\x44\x39\ -\x7a\x39\x6f\x48\x32\x31\x46\x54\x4f\x4f\x6f\x65\x2b\x4b\x78\x54\ -\x4c\x72\x33\x6d\x54\x62\x2b\x37\x75\x47\x33\x67\x50\x63\x20\x32\ -\x35\x70\x49\x72\x78\x7a\x37\x45\x30\x77\x5a\x76\x72\x42\x56\x2b\ -\x34\x52\x6e\x30\x4c\x62\x4b\x44\x2b\x4d\x64\x6e\x61\x56\x79\x48\ -\x69\x65\x4e\x4b\x58\x65\x36\x61\x32\x37\x72\x6c\x30\x70\x45\x5a\ -\x72\x66\x6d\x4d\x4b\x61\x30\x35\x74\x74\x6f\x61\x51\x6f\x45\x62\ -\x42\x58\x39\x4d\x30\x4b\x56\x49\x65\x61\x52\x20\x72\x61\x6c\x55\ -\x61\x31\x50\x51\x76\x72\x6f\x59\x66\x50\x63\x35\x67\x53\x63\x46\ 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-\x48\x75\x71\x34\x77\x42\x47\x20\x69\x42\x78\x76\x43\x74\x55\x31\ -\x35\x31\x31\x4f\x41\x54\x6c\x61\x43\x6a\x36\x6b\x67\x58\x45\x2b\ -\x72\x79\x6c\x36\x77\x6c\x6a\x45\x47\x69\x65\x54\x34\x71\x37\x75\ -\x6a\x5a\x52\x57\x62\x56\x56\x45\x4c\x34\x71\x6e\x75\x37\x37\x4e\ -\x4a\x47\x36\x53\x52\x49\x50\x42\x54\x34\x72\x6f\x6c\x63\x42\x50\ -\x57\x68\x4f\x70\x20\x63\x79\x62\x72\x76\x68\x4f\x68\x2b\x46\x37\ -\x38\x30\x61\x4f\x70\x57\x79\x71\x33\x37\x78\x61\x4c\x76\x54\x70\ -\x70\x69\x66\x38\x44\x6d\x53\x71\x44\x5a\x59\x51\x74\x2f\x78\x50\ -\x41\x76\x68\x35\x64\x66\x69\x61\x65\x36\x66\x7a\x5a\x46\x50\x55\ -\x37\x61\x71\x4a\x68\x2b\x33\x52\x52\x62\x67\x4b\x32\x41\x66\x4d\ -\x45\x20\x64\x73\x72\x31\x6d\x69\x69\x68\x2b\x76\x72\x6c\x49\x75\ -\x37\x76\x38\x61\x34\x35\x42\x37\x42\x56\x6c\x58\x4d\x54\x48\x64\ -\x6c\x70\x72\x53\x6c\x59\x69\x67\x61\x37\x66\x6b\x63\x47\x67\x68\ -\x4a\x44\x38\x46\x46\x51\x49\x52\x69\x41\x35\x41\x53\x2b\x30\x5a\ -\x62\x4b\x66\x4a\x63\x42\x68\x71\x63\x70\x45\x4c\x41\x64\x20\x63\ -\x66\x39\x4e\x55\x56\x39\x4a\x30\x4f\x2b\x30\x70\x54\x6f\x76\x6a\ -\x4e\x6a\x2b\x2f\x51\x58\x6a\x59\x66\x70\x6e\x32\x66\x4b\x78\x39\ -\x6c\x54\x47\x63\x7a\x6b\x64\x44\x64\x62\x76\x36\x79\x6f\x58\x53\ -\x2b\x6e\x43\x6f\x67\x42\x62\x63\x35\x6a\x56\x55\x37\x6b\x54\x4e\ -\x68\x4c\x46\x48\x36\x47\x62\x67\x48\x65\x57\x20\x50\x45\x6e\x34\ -\x56\x63\x58\x63\x68\x57\x64\x50\x35\x6d\x79\x35\x4d\x57\x52\x66\ -\x44\x58\x78\x73\x63\x4e\x57\x65\x6d\x53\x52\x73\x2b\x65\x38\x45\ -\x54\x68\x78\x38\x58\x49\x53\x66\x78\x4e\x4c\x5a\x4b\x54\x47\x73\ -\x55\x37\x49\x6b\x6a\x46\x6a\x2b\x39\x2b\x46\x70\x72\x50\x68\x33\ -\x50\x4e\x4e\x35\x31\x56\x54\x30\x20\x4f\x52\x61\x61\x77\x74\x62\ -\x62\x52\x4c\x6b\x47\x2b\x4c\x74\x72\x56\x6b\x52\x42\x56\x79\x74\ -\x63\x31\x42\x69\x79\x72\x32\x49\x53\x70\x74\x33\x68\x2b\x74\x71\ -\x54\x70\x52\x44\x47\x55\x63\x70\x59\x74\x52\x75\x47\x48\x6a\x68\ -\x62\x6a\x42\x55\x41\x4b\x72\x30\x37\x2f\x73\x75\x74\x37\x61\x6d\ -\x4f\x6f\x4b\x49\x72\x20\x55\x41\x5a\x6b\x35\x57\x75\x46\x6f\x70\ -\x63\x31\x42\x4f\x72\x75\x62\x47\x35\x75\x37\x6f\x2f\x48\x63\x51\ -\x7a\x39\x41\x55\x56\x6a\x70\x63\x6a\x44\x62\x61\x6e\x4f\x4c\x77\ -\x50\x45\x55\x74\x6b\x6e\x51\x41\x61\x6b\x4a\x4f\x6d\x6c\x6b\x55\ -\x68\x6b\x4a\x34\x6d\x66\x70\x71\x61\x6d\x71\x71\x68\x64\x64\x37\ -\x6b\x71\x20\x6a\x34\x39\x67\x72\x41\x41\x65\x6d\x45\x6c\x6a\x42\ -\x5a\x42\x4b\x76\x5a\x79\x4f\x5a\x37\x4a\x48\x46\x70\x65\x49\x33\ -\x69\x68\x6e\x35\x4c\x5a\x75\x75\x71\x39\x6d\x6b\x70\x61\x78\x30\ -\x56\x44\x6f\x48\x52\x54\x4b\x6b\x43\x47\x69\x56\x7a\x53\x45\x51\ -\x6b\x64\x4f\x78\x6e\x30\x6e\x69\x6f\x6e\x35\x65\x57\x42\x49\x20\ -\x2f\x4b\x51\x71\x6e\x79\x72\x49\x4c\x6b\x38\x2b\x55\x32\x47\x77\ -\x54\x49\x56\x76\x65\x4c\x61\x34\x63\x68\x37\x54\x4b\x4c\x66\x72\ -\x78\x65\x36\x42\x77\x4b\x36\x71\x63\x6a\x76\x6f\x78\x72\x79\x59\ 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-\x78\x6d\x34\x76\x34\x33\x61\x39\x72\x68\x38\x67\x70\x4e\x4a\x57\ -\x79\x61\x54\x51\x44\x7a\x6a\x73\x69\x70\x63\x33\x42\x39\x50\x52\ -\x5a\x2b\x54\x20\x62\x72\x42\x43\x39\x62\x55\x66\x70\x43\x6a\x4b\ -\x50\x78\x43\x42\x42\x2b\x4b\x64\x6e\x56\x35\x72\x33\x75\x6e\x45\ -\x7a\x50\x6e\x6b\x56\x79\x41\x52\x6b\x47\x71\x66\x46\x6e\x62\x47\ -\x59\x72\x46\x59\x54\x32\x73\x79\x39\x54\x36\x55\x2f\x30\x45\x35\ -\x73\x63\x72\x51\x50\x34\x64\x43\x6f\x54\x48\x58\x36\x67\x74\x5a\ -\x20\x2f\x73\x2b\x71\x36\x6e\x57\x55\x6d\x4b\x57\x4a\x63\x48\x56\ -\x4e\x66\x64\x63\x52\x6d\x54\x47\x71\x54\x55\x34\x48\x4b\x68\x4c\ -\x73\x2f\x7a\x38\x36\x55\x43\x5a\x46\x32\x31\x4f\x5a\x4b\x77\x78\ -\x31\x6a\x36\x57\x67\x57\x4e\x72\x48\x43\x52\x47\x37\x37\x6d\x76\ -\x71\x63\x69\x6c\x39\x72\x67\x58\x68\x75\x31\x37\x35\x20\x6f\x4f\ -\x4c\x4b\x46\x2f\x71\x76\x56\x54\x36\x37\x6d\x32\x56\x56\x4e\x31\ -\x70\x57\x30\x4f\x66\x6d\x56\x69\x50\x39\x6f\x6e\x59\x41\x62\x53\ -\x36\x63\x33\x4a\x37\x71\x57\x4e\x47\x65\x37\x76\x78\x64\x46\x64\ -\x76\x6e\x49\x6a\x74\x55\x50\x51\x52\x6e\x31\x53\x51\x38\x36\x71\ -\x53\x52\x36\x4f\x69\x36\x53\x59\x52\x33\x20\x55\x71\x68\x65\x37\ -\x63\x58\x2b\x50\x6a\x65\x33\x4b\x6c\x4a\x54\x4d\x35\x37\x43\x75\ -\x4e\x49\x55\x73\x72\x2b\x70\x63\x43\x4d\x41\x4b\x68\x39\x70\x54\ -\x61\x54\x4f\x46\x30\x65\x50\x42\x54\x61\x4a\x79\x42\x37\x6a\x48\ -\x50\x61\x6b\x49\x68\x56\x7a\x76\x77\x38\x4d\x69\x63\x67\x58\x39\ -\x4f\x69\x51\x56\x54\x76\x70\x20\x4d\x38\x48\x4a\x39\x6d\x48\x35\ -\x49\x70\x62\x2f\x58\x78\x35\x78\x56\x36\x37\x72\x73\x4e\x64\x4d\ -\x35\x38\x41\x31\x68\x75\x79\x50\x41\x56\x63\x44\x56\x79\x67\x63\ -\x49\x72\x43\x33\x4b\x44\x66\x33\x4b\x47\x66\x33\x4c\x54\x57\x61\ -\x51\x6f\x45\x76\x4b\x33\x49\x4a\x63\x45\x31\x72\x49\x6a\x58\x71\ -\x2f\x4d\x61\x51\x20\x56\x62\x65\x7a\x30\x33\x6c\x6e\x56\x49\x54\ -\x7a\x59\x75\x6e\x73\x6a\x79\x62\x2b\x46\x4d\x50\x54\x30\x46\x44\ -\x72\x6c\x2b\x32\x2b\x50\x56\x58\x63\x4a\x61\x35\x49\x33\x6a\x53\ -\x6b\x4f\x34\x2b\x54\x53\x53\x53\x38\x35\x58\x50\x37\x72\x37\x50\ -\x72\x45\x78\x54\x55\x55\x68\x45\x31\x6a\x6d\x68\x4c\x44\x39\x57\ -\x63\x20\x62\x77\x7a\x34\x44\x33\x63\x4c\x6a\x74\x61\x2b\x35\x61\ -\x42\x4c\x33\x34\x2b\x65\x6b\x74\x32\x61\x64\x78\x75\x7a\x4a\x61\ -\x53\x67\x49\x33\x62\x39\x5a\x56\x4b\x51\x64\x51\x62\x56\x33\x79\ -\x42\x79\x4d\x41\x4e\x38\x5a\x41\x4a\x33\x55\x64\x6d\x7a\x63\x6d\ -\x44\x73\x57\x55\x4f\x67\x2f\x6b\x79\x6b\x2b\x49\x57\x46\x20\x7a\ -\x65\x32\x70\x6a\x6b\x57\x4d\x6f\x33\x54\x57\x56\x46\x4d\x4d\x33\ -\x37\x6d\x66\x45\x69\x58\x6a\x42\x46\x37\x4b\x69\x65\x2f\x77\x39\ -\x43\x67\x44\x61\x4a\x75\x61\x6d\x71\x72\x63\x33\x70\x35\x72\x42\ -\x4d\x34\x41\x31\x69\x76\x47\x53\x57\x32\x4a\x52\x50\x2f\x53\x50\ -\x42\x4b\x4a\x7a\x49\x6e\x46\x59\x6a\x33\x52\x20\x71\x42\x55\x79\ -\x6a\x48\x6e\x5a\x6d\x52\x5a\x6f\x44\x4e\x66\x58\x6e\x6f\x54\x49\ -\x48\x52\x35\x4e\x54\x38\x63\x7a\x32\x66\x32\x59\x78\x41\x32\x49\ -\x53\x5a\x31\x68\x52\x51\x4a\x31\x5a\x35\x51\x49\x45\x73\x31\x72\ -\x78\x63\x77\x58\x76\x46\x43\x58\x78\x31\x48\x2b\x70\x7a\x57\x52\ -\x2b\x72\x78\x72\x2b\x41\x34\x45\x20\x75\x55\x32\x46\x44\x31\x55\ -\x5a\x73\x72\x72\x52\x73\x6f\x49\x41\x4c\x59\x6e\x30\x5a\x59\x4b\ -\x2b\x6e\x34\x72\x63\x31\x30\x5a\x37\x33\x30\x69\x39\x2f\x35\x78\ -\x68\x6a\x46\x56\x65\x56\x66\x39\x72\x4f\x6f\x78\x56\x63\x33\x4e\ -\x7a\x4a\x54\x6b\x7a\x72\x6f\x59\x2b\x67\x4d\x68\x74\x42\x74\x79\ -\x68\x72\x6a\x35\x6d\x20\x75\x6b\x5a\x72\x51\x36\x43\x2b\x76\x53\ -\x46\x67\x2f\x61\x77\x70\x56\x44\x66\x6b\x53\x37\x57\x69\x49\x47\ -\x37\x58\x37\x32\x39\x7a\x66\x48\x6c\x50\x34\x39\x61\x61\x7a\x6a\ -\x34\x73\x79\x6a\x63\x48\x48\x4e\x72\x78\x2b\x52\x48\x35\x64\x69\ -\x6c\x6a\x42\x65\x44\x4c\x36\x77\x2f\x70\x38\x33\x65\x49\x76\x4a\ -\x38\x64\x20\x78\x6b\x6f\x56\x75\x62\x41\x74\x31\x58\x48\x79\x30\ -\x45\x42\x5a\x4f\x57\x44\x41\x69\x33\x38\x78\x43\x34\x30\x56\x51\ -\x44\x71\x64\x54\x6a\x6c\x47\x78\x61\x48\x41\x33\x37\x33\x61\x46\ -\x64\x37\x6b\x30\x39\x79\x44\x54\x58\x56\x31\x6f\x36\x6f\x4a\x71\ -\x64\x75\x33\x66\x61\x31\x6f\x72\x50\x34\x6c\x4b\x67\x63\x4d\x20\ -\x4e\x46\x5a\x51\x57\x42\x45\x30\x52\x6f\x49\x66\x45\x4d\x64\x34\ -\x31\x73\x31\x74\x75\x33\x54\x69\x54\x7a\x41\x78\x69\x6c\x58\x52\ -\x76\x53\x52\x34\x39\x67\x30\x46\x36\x6b\x36\x5a\x7a\x4c\x34\x6d\ -\x31\x59\x69\x45\x36\x76\x30\x66\x45\x36\x47\x55\x49\x7a\x6b\x72\ -\x6d\x43\x74\x69\x47\x57\x2f\x56\x67\x71\x6b\x6b\x20\x45\x6f\x6c\ -\x45\x66\x47\x37\x2b\x43\x6b\x58\x66\x44\x73\x5a\x7a\x4b\x4f\x65\ -\x32\x4a\x70\x50\x50\x55\x35\x41\x38\x54\x6c\x4d\x51\x79\x65\x74\ -\x79\x56\x55\x34\x64\x57\x43\x78\x7a\x4e\x49\x53\x74\x75\x6b\x2b\ -\x44\x58\x6f\x48\x33\x65\x37\x6c\x4e\x68\x66\x64\x4e\x70\x32\x5a\ -\x51\x67\x32\x33\x64\x4d\x79\x44\x53\x20\x33\x41\x73\x58\x6b\x64\ -\x76\x4a\x36\x35\x66\x61\x4f\x7a\x72\x69\x55\x42\x41\x4d\x78\x4e\ -\x44\x69\x33\x30\x56\x79\x34\x56\x52\x6d\x33\x71\x6f\x53\x76\x73\ -\x61\x6d\x70\x71\x59\x71\x70\x32\x64\x72\x4f\x2b\x68\x41\x59\x63\ -\x48\x45\x76\x45\x56\x4c\x33\x7a\x52\x53\x73\x6e\x4d\x6b\x55\x48\ -\x65\x64\x69\x4f\x78\x63\x20\x5a\x30\x2f\x30\x4d\x2b\x31\x4a\x37\ -\x31\x33\x6a\x68\x6b\x44\x39\x6e\x78\x45\x4b\x79\x77\x71\x52\x47\ -\x39\x71\x54\x6d\x5a\x58\x39\x39\x34\x70\x45\x46\x75\x50\x30\x48\ -\x6d\x32\x34\x76\x46\x74\x46\x39\x78\x47\x6f\x56\x74\x67\x46\x36\ -\x42\x58\x6b\x57\x54\x41\x2b\x4d\x5a\x35\x79\x38\x52\x50\x42\x37\ -\x2f\x66\x50\x20\x6e\x2b\x50\x54\x33\x35\x61\x6f\x55\x34\x44\x41\ -\x63\x33\x6d\x6a\x59\x73\x56\x49\x61\x71\x61\x57\x5a\x63\x32\x62\ -\x55\x79\x48\x2f\x6a\x56\x6e\x31\x72\x62\x61\x32\x74\x70\x32\x4d\ -\x65\x46\x4e\x54\x30\x79\x35\x75\x72\x75\x64\x6e\x52\x59\x4d\x47\ -\x6f\x4b\x70\x36\x35\x43\x52\x55\x59\x5a\x6f\x51\x44\x56\x62\x74\ -\x20\x55\x53\x37\x69\x6c\x54\x65\x36\x4c\x70\x37\x4a\x37\x73\x6b\ -\x6b\x2b\x61\x34\x6e\x64\x59\x61\x56\x36\x4d\x6a\x2b\x51\x69\x67\ -\x5a\x49\x4f\x6c\x58\x6e\x41\x64\x74\x75\x36\x5a\x70\x4d\x76\x73\ -\x63\x69\x62\x66\x36\x2f\x66\x4e\x4e\x4e\x2f\x2b\x41\x77\x6e\x77\ -\x77\x2f\x67\x52\x36\x4d\x4b\x4a\x2f\x57\x62\x61\x73\x20\x75\x6b\ -\x39\x46\x63\x53\x37\x49\x6a\x51\x68\x69\x69\x44\x36\x34\x57\x79\ -\x67\x30\x43\x6d\x47\x33\x41\x75\x48\x36\x32\x74\x4f\x48\x4d\x56\ -\x61\x76\x75\x57\x6f\x63\x50\x64\x30\x43\x5a\x79\x6f\x4d\x72\x75\ -\x2f\x59\x42\x6a\x77\x4a\x30\x6c\x65\x50\x7a\x30\x44\x31\x4e\x45\ -\x79\x65\x6a\x51\x54\x72\x56\x67\x4b\x49\x20\x4f\x41\x4e\x6d\x78\ -\x5a\x70\x63\x4e\x63\x79\x48\x71\x36\x57\x6c\x5a\x54\x75\x46\x6d\ -\x4b\x42\x2b\x52\x50\x6e\x66\x30\x53\x67\x7a\x6d\x47\x72\x73\x4a\ -\x47\x49\x6e\x77\x6c\x57\x6c\x6a\x46\x57\x52\x2f\x69\x57\x6a\x6f\ -\x68\x6d\x41\x59\x44\x42\x6f\x4e\x51\x53\x73\x37\x30\x74\x2b\x65\ -\x30\x4a\x55\x62\x31\x58\x52\x20\x6c\x63\x42\x65\x57\x6c\x43\x38\ -\x57\x41\x6a\x73\x71\x75\x67\x37\x58\x56\x39\x2b\x77\x76\x55\x48\ -\x78\x30\x6f\x32\x6d\x39\x32\x79\x59\x48\x48\x4e\x69\x51\x71\x2f\ -\x38\x57\x70\x58\x32\x4e\x4e\x77\x63\x6e\x2b\x4d\x52\x70\x63\x4d\ -\x57\x79\x77\x32\x6b\x38\x6c\x73\x62\x59\x75\x6e\x7a\x78\x74\x73\ -\x72\x42\x72\x44\x20\x31\x6b\x46\x75\x72\x75\x65\x5a\x6f\x72\x46\ -\x61\x49\x38\x49\x4b\x49\x43\x45\x69\x4e\x30\x79\x33\x4c\x74\x56\ -\x67\x58\x4a\x46\x53\x74\x52\x56\x32\x6a\x31\x68\x31\x45\x36\x35\ -\x6b\x33\x73\x65\x6b\x4f\x39\x31\x6a\x6d\x65\x7a\x6c\x36\x72\x31\ -\x7a\x41\x42\x41\x77\x58\x4f\x50\x68\x73\x4e\x38\x2f\x74\x4b\x7a\ -\x58\x20\x46\x4c\x47\x6c\x73\x76\x4a\x34\x67\x61\x57\x74\x69\x64\ -\x53\x37\x57\x68\x50\x4a\x2f\x78\x4c\x34\x4f\x46\x43\x64\x36\x35\ -\x6c\x7a\x56\x47\x4d\x34\x38\x45\x35\x67\x73\x52\x6a\x36\x53\x7a\ -\x58\x64\x66\x56\x58\x6c\x6e\x42\x63\x54\x69\x57\x46\x39\x50\x58\ -\x32\x45\x41\x2f\x37\x44\x45\x62\x6b\x4f\x62\x32\x4f\x31\x20\x57\ -\x64\x46\x6a\x6b\x77\x57\x4e\x37\x47\x6c\x6c\x57\x36\x39\x7a\x44\ -\x77\x4f\x33\x6d\x6b\x58\x4f\x62\x55\x39\x31\x37\x4a\x2f\x44\x71\ -\x41\x4d\x39\x48\x2b\x67\x4c\x36\x4e\x74\x46\x56\x48\x37\x5a\x45\ -\x4b\x6a\x2f\x62\x78\x55\x5a\x73\x45\x6b\x69\x49\x36\x6f\x44\x47\ -\x47\x72\x65\x4f\x75\x44\x38\x6e\x46\x75\x52\x20\x2f\x2b\x56\x6f\ -\x78\x74\x61\x61\x79\x66\x78\x56\x43\x6b\x73\x37\x41\x46\x7a\x56\ -\x57\x34\x61\x39\x51\x48\x5a\x49\x38\x34\x72\x71\x68\x6b\x69\x67\ -\x2f\x68\x79\x66\x35\x6c\x39\x45\x39\x44\x79\x47\x79\x76\x62\x75\ -\x75\x45\x7a\x34\x78\x2b\x42\x69\x45\x4e\x50\x46\x32\x72\x56\x72\ -\x65\x78\x4f\x5a\x37\x4f\x6b\x43\x20\x76\x2f\x56\x71\x46\x32\x45\ -\x2f\x70\x36\x66\x79\x6a\x6f\x46\x68\x49\x53\x4f\x78\x41\x6e\x78\ -\x4e\x45\x66\x75\x62\x59\x44\x77\x69\x66\x53\x58\x78\x68\x4e\x55\ -\x74\x73\x64\x51\x6a\x72\x69\x74\x6e\x41\x6e\x57\x56\x4a\x6a\x4d\ -\x57\x4c\x68\x51\x4f\x2b\x4c\x2b\x47\x55\x71\x4b\x51\x69\x36\x62\ -\x55\x30\x56\x57\x54\x20\x31\x64\x65\x55\x78\x47\x45\x56\x71\x74\ -\x44\x49\x39\x37\x33\x61\x42\x49\x4b\x59\x50\x42\x51\x49\x42\x45\ -\x5a\x62\x47\x48\x56\x69\x43\x47\x63\x70\x4c\x47\x30\x4d\x32\x58\ -\x39\x74\x44\x4e\x6c\x50\x71\x6d\x67\x61\x36\x46\x48\x44\x65\x52\ -\x72\x6b\x47\x30\x43\x72\x48\x55\x75\x74\x62\x6d\x76\x4c\x4a\x45\ -\x59\x62\x20\x6b\x42\x65\x78\x2f\x66\x75\x6a\x33\x49\x32\x33\x4d\ -\x75\x68\x57\x51\x34\x33\x6a\x45\x70\x6d\x75\x76\x30\x37\x6d\x59\ -\x34\x79\x57\x62\x44\x61\x37\x52\x65\x48\x2b\x76\x74\x65\x43\x61\ -\x77\x4f\x6b\x55\x71\x6c\x58\x32\x6c\x4f\x64\x33\x7a\x50\x7a\x75\ -\x68\x76\x43\x67\x2b\x77\x34\x34\x57\x75\x6f\x44\x45\x79\x79\x20\ -\x48\x62\x45\x67\x70\x37\x70\x75\x5a\x4d\x43\x72\x33\x34\x38\x6c\ -\x35\x31\x42\x46\x72\x39\x76\x52\x74\x35\x77\x77\x2f\x4e\x6b\x79\ -\x59\x4c\x66\x56\x2b\x4b\x6f\x49\x50\x32\x4c\x6e\x63\x4a\x46\x32\ -\x68\x45\x74\x46\x33\x65\x4d\x5a\x73\x49\x4f\x70\x63\x4f\x64\x6f\ -\x78\x7a\x4e\x46\x4f\x4c\x76\x57\x5a\x30\x2b\x6e\x20\x39\x44\x67\ -\x4f\x33\x37\x78\x68\x66\x61\x6b\x66\x75\x38\x47\x59\x79\x59\x6a\ -\x39\x73\x43\x6f\x58\x41\x56\x6c\x56\x50\x52\x37\x56\x36\x31\x45\ -\x2b\x46\x77\x30\x48\x6a\x69\x75\x34\x4d\x50\x52\x79\x67\x56\x4d\ -\x62\x49\x38\x48\x33\x54\x39\x6f\x54\x6a\x4a\x4a\x49\x76\x66\x38\ -\x63\x6c\x46\x49\x4b\x76\x6c\x6e\x48\x20\x30\x4d\x50\x6a\x32\x64\ -\x48\x70\x65\x6f\x32\x47\x4b\x63\x73\x6c\x6a\x47\x63\x36\x76\x36\ -\x52\x43\x71\x56\x69\x4d\x42\x70\x2f\x6d\x2f\x78\x49\x4d\x56\x70\ -\x63\x4b\x72\x4a\x77\x55\x6d\x6b\x4c\x32\x47\x61\x42\x48\x67\x50\ -\x34\x65\x30\x62\x69\x6f\x58\x49\x49\x61\x2f\x34\x33\x77\x6f\x75\ -\x6d\x59\x50\x30\x41\x35\x20\x54\x4e\x43\x76\x72\x42\x72\x44\x2b\ -\x6a\x6f\x51\x43\x4e\x6a\x71\x63\x69\x66\x65\x56\x58\x4f\x33\x49\ -\x68\x7a\x66\x33\x74\x48\x78\x36\x4b\x51\x39\x78\x44\x67\x51\x35\ -\x4c\x36\x2b\x2f\x36\x73\x61\x6b\x59\x46\x74\x4c\x5a\x32\x64\x33\ -\x65\x46\x6b\x78\x7a\x45\x44\x64\x74\x39\x41\x64\x70\x51\x50\x45\ -\x32\x48\x45\x20\x47\x5a\x59\x72\x6e\x4e\x78\x2f\x66\x2b\x45\x58\ -\x59\x78\x6d\x62\x69\x58\x74\x58\x2f\x77\x75\x56\x45\x66\x54\x49\ -\x64\x63\x43\x79\x54\x67\x63\x73\x6f\x37\x51\x46\x6b\x52\x50\x61\ -\x55\x78\x31\x4e\x37\x63\x6d\x4f\x72\x37\x59\x56\x6c\x74\x33\x39\ -\x4f\x31\x47\x75\x49\x36\x4e\x57\x42\x5a\x30\x71\x31\x71\x77\x68\ -\x20\x74\x32\x42\x4a\x39\x51\x65\x41\x55\x6d\x4d\x35\x50\x56\x4c\ -\x76\x76\x33\x41\x55\x74\x33\x49\x45\x2f\x67\x4b\x67\x79\x68\x56\ -\x74\x69\x66\x51\x39\x76\x72\x6e\x62\x50\x77\x65\x30\x43\x2f\x4c\ -\x4c\x63\x44\x68\x63\x76\x37\x69\x36\x37\x6d\x4a\x56\x4c\x70\x71\ -\x7a\x70\x57\x64\x61\x6e\x7a\x74\x73\x31\x58\x32\x36\x20\x57\x4e\ -\x7a\x56\x69\x32\x37\x48\x34\x4d\x68\x55\x71\x6e\x74\x53\x2f\x59\ -\x68\x54\x76\x58\x4d\x6e\x59\x61\x76\x32\x66\x30\x42\x4b\x79\x57\ -\x53\x73\x38\x7a\x6b\x63\x4e\x6c\x45\x4a\x56\x79\x2b\x57\x42\x59\ -\x4f\x57\x49\x2f\x71\x63\x67\x76\x6a\x6d\x39\x6f\x52\x66\x65\x47\ -\x48\x39\x70\x73\x61\x77\x66\x54\x4e\x4b\x20\x58\x36\x33\x41\x6a\ -\x63\x41\x33\x57\x68\x4f\x70\x6e\x34\x37\x32\x6e\x70\x5a\x6c\x7a\ -\x61\x76\x41\x65\x51\x54\x76\x4b\x48\x37\x48\x68\x5a\x4f\x54\x6d\ -\x65\x7a\x76\x4a\x32\x50\x38\x48\x68\x67\x4e\x6c\x76\x55\x6d\x31\ -\x39\x41\x39\x52\x4b\x51\x4b\x32\x4b\x59\x4f\x69\x58\x67\x6d\x38\ -\x79\x79\x44\x6b\x6d\x58\x44\x20\x6c\x76\x55\x32\x77\x39\x43\x69\ -\x31\x72\x76\x63\x32\x35\x37\x4b\x76\x4d\x66\x6a\x66\x6d\x61\x44\ -\x62\x64\x30\x46\x75\x6c\x4f\x62\x34\x68\x35\x51\x69\x46\x41\x66\ -\x5a\x68\x78\x32\x66\x52\x71\x6f\x41\x39\x6d\x34\x31\x4a\x2b\x70\ -\x57\x62\x4f\x47\x4d\x66\x6d\x4c\x47\x75\x7a\x36\x35\x34\x43\x33\ -\x41\x4a\x6a\x69\x20\x4e\x4c\x55\x6b\x75\x31\x70\x4c\x6e\x42\x64\ -\x6e\x53\x47\x31\x42\x2b\x56\x6b\x4f\x34\x30\x73\x44\x49\x39\x36\ -\x62\x61\x32\x6f\x57\x62\x4b\x33\x79\x62\x53\x71\x2b\x33\x4e\x79\ -\x65\x36\x6c\x6a\x4d\x44\x46\x59\x6e\x48\x6b\x69\x78\x41\x4f\x34\ -\x66\x67\x63\x4d\x39\x6d\x68\x58\x56\x4d\x2b\x4d\x64\x58\x62\x38\ -\x65\x20\x37\x68\x34\x72\x77\x4a\x63\x49\x32\x36\x73\x46\x39\x6a\ -\x44\x56\x32\x50\x76\x46\x52\x4b\x4b\x74\x4d\x57\x51\x64\x6a\x42\ -\x69\x72\x52\x50\x57\x6a\x4c\x59\x6e\x30\x59\x4c\x2f\x6c\x6c\x42\ -\x4f\x32\x2f\x47\x64\x54\x43\x42\x48\x79\x73\x69\x45\x62\x77\x54\ -\x77\x38\x6e\x73\x6e\x38\x59\x37\x4c\x37\x6e\x57\x6f\x39\x20\x4c\ -\x49\x31\x6e\x75\x6a\x34\x44\x58\x46\x75\x69\x66\x58\x66\x48\x5a\ -\x4e\x54\x62\x76\x57\x4d\x68\x4a\x2f\x79\x76\x46\x68\x4a\x6e\x6c\ -\x2b\x53\x33\x56\x54\x33\x52\x46\x4c\x62\x50\x51\x6a\x6b\x4a\x6c\ -\x59\x38\x59\x4c\x67\x64\x73\x64\x36\x6b\x66\x69\x37\x45\x43\x78\ -\x49\x64\x7a\x48\x64\x37\x47\x43\x68\x48\x39\x20\x37\x46\x51\x59\ -\x71\x78\x58\x67\x69\x39\x6a\x57\x2b\x56\x47\x37\x50\x6f\x47\x68\ -\x36\x34\x78\x43\x46\x65\x64\x62\x52\x50\x55\x75\x77\x39\x42\x2f\ -\x4e\x4e\x6a\x31\x58\x5a\x46\x41\x33\x58\x57\x52\x51\x4b\x42\x66\ -\x59\x32\x76\x42\x6b\x69\x58\x50\x37\x33\x43\x79\x75\x36\x58\x4b\ -\x75\x44\x73\x35\x6a\x50\x38\x43\x20\x32\x53\x6e\x6f\x73\x61\x72\ -\x48\x47\x58\x5a\x4a\x32\x42\x43\x73\x50\x78\x67\x6f\x42\x45\x49\ -\x4b\x66\x78\x71\x72\x73\x51\x4a\x51\x6f\x56\x39\x4f\x31\x31\x47\ -\x66\x35\x34\x36\x61\x42\x34\x36\x49\x66\x72\x6f\x39\x6c\x66\x6e\ -\x4d\x34\x50\x53\x63\x62\x56\x58\x47\x44\x70\x2b\x6f\x38\x6e\x64\ -\x6d\x69\x62\x47\x43\x20\x67\x6b\x2f\x4c\x6e\x4e\x4e\x37\x73\x73\ -\x42\x7a\x48\x73\x32\x43\x79\x44\x57\x68\x2b\x76\x70\x68\x71\x31\ -\x57\x76\x67\x72\x77\x34\x6e\x41\x47\x49\x49\x2b\x36\x76\x41\x4c\ -\x4d\x31\x6b\x66\x6d\x72\x6d\x74\x72\x63\x5a\x36\x79\x57\x56\x56\ -\x63\x76\x6a\x41\x59\x43\x75\x7a\x56\x4e\x67\x36\x73\x6c\x45\x71\ -\x68\x62\x20\x43\x56\x78\x46\x43\x57\x4d\x6c\x42\x6b\x64\x50\x68\ -\x62\x47\x43\x36\x61\x6d\x61\x6f\x2f\x46\x4d\x39\x75\x4f\x4b\x33\ -\x75\x44\x5a\x43\x48\x76\x6d\x44\x50\x34\x55\x69\x53\x77\x75\x55\ -\x55\x5a\x2b\x37\x44\x53\x46\x41\x6d\x63\x4b\x65\x6a\x7a\x43\x5a\ -\x30\x58\x31\x43\x79\x43\x4e\x71\x6c\x79\x6a\x47\x45\x65\x32\x20\ -\x4a\x70\x50\x58\x76\x35\x52\x4b\x50\x54\x48\x57\x6e\x4c\x52\x77\ -\x6f\x50\x5a\x63\x41\x55\x38\x66\x67\x63\x4c\x6c\x73\x58\x54\x58\ -\x6c\x43\x53\x6b\x74\x6f\x58\x38\x49\x55\x45\x76\x30\x74\x4b\x36\ -\x37\x30\x74\x46\x35\x43\x4d\x69\x37\x6a\x38\x62\x37\x50\x72\x66\ -\x4e\x54\x54\x55\x2b\x67\x73\x37\x64\x6c\x71\x4d\x20\x4f\x4a\x65\ -\x53\x7a\x74\x33\x69\x39\x76\x72\x41\x6f\x68\x7a\x4a\x46\x39\x61\ -\x76\x33\x31\x54\x71\x66\x41\x42\x55\x6a\x75\x2f\x37\x72\x78\x54\ -\x38\x65\x47\x50\x47\x48\x4c\x42\x6b\x45\x39\x52\x72\x35\x6a\x47\ -\x30\x57\x2f\x52\x62\x62\x63\x6e\x4f\x4b\x7a\x33\x62\x78\x42\x79\ -\x77\x69\x53\x4d\x37\x70\x54\x78\x46\x20\x49\x70\x48\x46\x6b\x57\ -\x44\x39\x30\x51\x33\x42\x75\x76\x4d\x69\x74\x6e\x56\x42\x78\x4c\ -\x59\x75\x69\x4e\x72\x57\x68\x38\x4c\x68\x36\x64\x76\x34\x61\x57\ -\x76\x62\x73\x46\x45\x64\x54\x67\x43\x36\x50\x5a\x72\x6e\x69\x4c\ -\x69\x2f\x47\x32\x6d\x58\x72\x7a\x57\x56\x61\x68\x45\x34\x42\x7a\ -\x67\x77\x47\x72\x4b\x2f\x20\x57\x72\x68\x76\x2b\x73\x56\x67\x4d\ -\x47\x67\x31\x42\x41\x50\x58\x35\x2b\x5a\x57\x64\x57\x48\x77\x67\ -\x6d\x75\x51\x62\x41\x6a\x61\x64\x34\x30\x6e\x55\x32\x4d\x30\x52\ -\x43\x7a\x2f\x42\x31\x58\x31\x47\x72\x78\x74\x78\x79\x62\x51\x59\ -\x30\x65\x59\x6f\x55\x2b\x49\x30\x56\x54\x44\x6e\x51\x7a\x63\x52\ -\x4b\x62\x72\x20\x72\x4c\x44\x6c\x72\x77\x49\x38\x4e\x49\x4e\x30\ -\x48\x33\x64\x37\x31\x5a\x2b\x69\x30\x53\x56\x48\x54\x56\x52\x6c\ -\x63\x31\x6b\x77\x61\x4f\x58\x52\x6e\x79\x41\x38\x30\x68\x70\x50\ -\x2f\x57\x77\x46\x6d\x4b\x6c\x67\x59\x4b\x36\x4b\x58\x4b\x4a\x6d\ -\x76\x72\x76\x42\x74\x76\x63\x54\x45\x39\x74\x77\x65\x4c\x6b\x6c\ -\x20\x6c\x58\x70\x6b\x4e\x50\x63\x4d\x42\x32\x6f\x50\x52\x4b\x58\ -\x55\x7a\x75\x63\x74\x69\x63\x79\x6f\x53\x39\x32\x50\x6d\x55\x51\ -\x69\x32\x39\x59\x59\x38\x42\x2b\x2f\x55\x34\x53\x35\x79\x70\x57\ -\x4b\x50\x6f\x73\x51\x45\x65\x55\x64\x43\x41\x64\x54\x2b\x4c\x55\ -\x37\x68\x5a\x78\x35\x57\x4d\x54\x32\x76\x77\x64\x34\x20\x47\x59\ -\x68\x53\x49\x71\x65\x78\x44\x34\x46\x74\x41\x38\x4b\x51\x52\x33\ -\x53\x34\x67\x2f\x75\x4f\x34\x67\x2b\x72\x30\x34\x74\x78\x2f\x30\ -\x68\x6e\x65\x37\x48\x64\x4d\x50\x35\x52\x67\x5a\x4f\x6e\x38\x50\ -\x6e\x62\x62\x7a\x54\x58\x47\x4f\x4c\x35\x5a\x51\x64\x41\x58\x59\ -\x31\x4b\x33\x32\x2b\x39\x73\x43\x35\x73\x20\x57\x66\x73\x59\x77\ -\x75\x6d\x67\x78\x35\x4c\x66\x76\x6a\x73\x67\x49\x45\x6a\x52\x7a\ -\x61\x57\x41\x34\x52\x6a\x61\x45\x4b\x78\x2f\x79\x48\x44\x6b\x6f\ -\x35\x4e\x52\x58\x6d\x34\x6b\x34\x74\x6c\x73\x65\x38\x54\x32\x48\ -\x36\x38\x75\x41\x39\x51\x72\x2b\x6f\x6d\x59\x32\x76\x73\x72\x43\ -\x74\x58\x4c\x53\x77\x62\x48\x20\x74\x73\x52\x54\x31\x7a\x5a\x47\ -\x67\x6f\x63\x61\x78\x51\x32\x47\x71\x47\x33\x76\x69\x62\x6f\x50\ -\x49\x74\x51\x43\x36\x30\x48\x76\x55\x46\x67\x71\x63\x45\x4b\x46\ -\x35\x6d\x38\x42\x33\x6a\x32\x5a\x7a\x78\x41\x4b\x31\x4a\x32\x71\ -\x71\x6a\x66\x68\x6e\x58\x71\x32\x52\x58\x47\x50\x54\x57\x53\x36\ -\x78\x36\x51\x58\x20\x4e\x31\x61\x6d\x73\x79\x36\x68\x45\x38\x39\ -\x6b\x7a\x30\x44\x31\x64\x31\x36\x4e\x78\x65\x33\x65\x38\x57\x53\ -\x34\x6d\x39\x46\x49\x36\x50\x4f\x57\x5a\x63\x30\x44\x79\x41\x76\ -\x66\x55\x4b\x67\x55\x56\x38\x36\x4b\x68\x67\x4b\x66\x54\x34\x62\ -\x73\x62\x53\x70\x79\x43\x59\x44\x68\x47\x4f\x73\x4d\x67\x79\x64\ -\x45\x20\x75\x52\x33\x52\x67\x30\x64\x7a\x38\x30\x41\x67\x73\x43\ -\x73\x71\x74\x2b\x4b\x39\x49\x2f\x68\x4d\x44\x76\x4e\x73\x70\x72\ -\x68\x41\x52\x47\x73\x36\x2b\x2f\x42\x4f\x66\x6b\x44\x52\x32\x6c\ -\x69\x36\x34\x36\x70\x59\x71\x75\x50\x4c\x37\x65\x6d\x4f\x51\x77\ -\x52\x7a\x6d\x55\x43\x66\x4d\x37\x74\x61\x4d\x42\x35\x41\x20\x2b\ -\x7a\x53\x62\x5a\x4e\x67\x66\x4a\x52\x58\x74\x6a\x7a\x74\x54\x6c\ -\x57\x46\x44\x4f\x67\x70\x4a\x34\x56\x4a\x63\x76\x73\x6a\x54\x59\ -\x79\x33\x6e\x33\x6b\x64\x78\x64\x76\x73\x63\x67\x45\x4c\x41\x74\ -\x75\x32\x52\x71\x67\x59\x42\x55\x6a\x49\x68\x58\x51\x59\x2b\x41\ -\x31\x78\x6f\x47\x50\x6f\x50\x52\x4d\x39\x44\x20\x65\x44\x4f\x6c\ -\x2f\x62\x53\x43\x63\x6f\x53\x61\x4f\x2b\x55\x79\x54\x69\x6d\x78\ -\x56\x50\x59\x4a\x48\x52\x77\x34\x32\x34\x66\x4b\x4d\x53\x47\x72\ -\x64\x73\x51\x53\x64\x4b\x32\x78\x35\x48\x2b\x31\x78\x4a\x4d\x2f\ -\x62\x47\x70\x61\x75\x67\x75\x69\x39\x79\x4c\x55\x71\x75\x70\x50\ -\x74\x2f\x54\x6d\x49\x32\x33\x4a\x20\x7a\x4f\x6e\x74\x79\x63\x77\ -\x78\x71\x48\x35\x48\x6b\x61\x4d\x62\x51\x39\x61\x6f\x50\x75\x4f\ -\x6a\x49\x57\x4c\x56\x6e\x69\x69\x71\x76\x38\x62\x62\x57\x47\x30\ -\x56\x56\x34\x35\x4c\x5a\x4c\x70\x58\x65\x37\x52\x4e\x4b\x74\x4e\ -\x61\x53\x42\x56\x77\x46\x69\x79\x74\x4f\x56\x30\x70\x75\x5a\x51\ -\x34\x61\x46\x36\x6c\x20\x63\x55\x2b\x66\x38\x52\x6b\x4e\x6a\x5a\ -\x48\x49\x61\x53\x4c\x79\x74\x62\x6c\x7a\x35\x79\x34\x6f\x58\x4f\ -\x65\x65\x4b\x4d\x6a\x76\x57\x70\x4c\x4a\x56\x73\x4f\x51\x5a\x30\ -\x42\x76\x70\x2b\x41\x63\x2f\x42\x36\x71\x33\x31\x61\x34\x55\x4f\ -\x46\x43\x78\x36\x65\x33\x6a\x33\x52\x76\x51\x48\x78\x75\x2f\x6b\ -\x61\x47\x20\x4f\x48\x34\x42\x65\x45\x55\x64\x54\x70\x6e\x71\x38\ -\x6d\x52\x39\x74\x4b\x63\x79\x31\x34\x72\x4b\x39\x63\x57\x58\x70\ -\x30\x62\x73\x75\x76\x35\x41\x76\x62\x5a\x55\x36\x71\x57\x32\x56\ -\x4d\x64\x4a\x49\x76\x71\x70\x6f\x75\x39\x71\x34\x59\x36\x64\x50\ -\x78\x33\x68\x42\x30\x42\x32\x42\x50\x4c\x4b\x38\x49\x56\x46\x20\ -\x4b\x38\x52\x35\x4f\x2f\x32\x47\x57\x2f\x39\x76\x62\x45\x38\x77\ -\x68\x48\x34\x35\x59\x52\x4f\x6e\x31\x43\x78\x72\x68\x36\x69\x68\ -\x4f\x31\x54\x4a\x64\x41\x64\x47\x76\x38\x45\x53\x74\x48\x46\x41\ -\x77\x36\x73\x49\x4e\x79\x4c\x36\x47\x52\x63\x39\x56\x70\x58\x42\ -\x5a\x65\x5a\x2b\x30\x5a\x62\x4d\x44\x42\x38\x4c\x20\x4e\x73\x6b\ -\x6b\x30\x70\x32\x33\x6f\x58\x69\x6d\x61\x51\x6e\x79\x39\x55\x68\ -\x64\x58\x61\x6b\x41\x7a\x4a\x31\x77\x65\x75\x61\x63\x52\x69\x48\ -\x33\x38\x2f\x72\x32\x56\x4f\x62\x7a\x4f\x36\x64\x46\x46\x51\x4a\ -\x30\x58\x5a\x55\x56\x45\x78\x34\x77\x45\x4c\x62\x72\x6a\x6c\x58\ -\x6b\x4e\x35\x51\x49\x34\x31\x45\x34\x20\x49\x64\x62\x5a\x4f\x61\ -\x72\x56\x79\x6b\x53\x5a\x72\x69\x56\x68\x50\x32\x76\x58\x72\x75\ -\x31\x74\x62\x6d\x35\x2b\x33\x2b\x5a\x58\x31\x74\x2b\x4a\x65\x4f\ -\x67\x66\x4b\x59\x66\x35\x63\x4f\x35\x73\x61\x6d\x70\x36\x37\x32\ -\x69\x53\x4f\x6c\x74\x6a\x73\x56\x73\x6a\x6b\x63\x6a\x6a\x73\x64\ -\x62\x57\x72\x6d\x4a\x32\x20\x75\x31\x2b\x55\x6d\x77\x46\x61\x59\ -\x71\x6c\x56\x77\x4b\x72\x78\x6a\x6a\x55\x63\x71\x44\x30\x58\x39\ -\x64\x52\x6f\x63\x6b\x54\x64\x30\x2b\x50\x5a\x37\x6c\x45\x46\x6d\ -\x55\x34\x57\x57\x2f\x4c\x4f\x5a\x2b\x5a\x56\x47\x4d\x63\x43\x74\ -\x59\x4c\x38\x41\x48\x67\x37\x41\x32\x5a\x33\x62\x63\x6e\x4f\x6e\ -\x30\x65\x43\x20\x39\x57\x32\x69\x2f\x4a\x34\x64\x48\x36\x37\x68\ -\x39\x62\x31\x55\x64\x2f\x68\x79\x52\x6a\x42\x59\x34\x6e\x4b\x77\ -\x39\x73\x39\x58\x78\x4d\x75\x4a\x50\x47\x70\x55\x2b\x57\x66\x66\ -\x4d\x6b\x36\x51\x33\x55\x71\x63\x31\x71\x39\x71\x34\x51\x71\x37\ -\x6c\x4c\x77\x58\x47\x68\x6b\x30\x6a\x58\x70\x4a\x52\x53\x2f\x31\ -\x20\x56\x53\x32\x34\x5a\x65\x42\x6e\x4b\x47\x70\x62\x46\x32\x72\ -\x2f\x32\x79\x56\x50\x7a\x46\x75\x30\x35\x44\x4f\x6b\x53\x67\x6b\ -\x74\x54\x42\x33\x56\x56\x76\x61\x43\x6c\x7a\x74\x71\x39\x31\x58\ -\x6b\x6b\x45\x46\x4e\x70\x68\x70\x36\x66\x64\x50\x53\x70\x58\x75\ -\x4e\x71\x45\x41\x72\x45\x67\x45\x51\x51\x34\x65\x47\x20\x6c\x59\ -\x68\x37\x4a\x41\x69\x6f\x54\x72\x69\x49\x53\x63\x69\x71\x50\x52\ -\x4a\x58\x62\x38\x66\x62\x57\x50\x57\x4b\x75\x71\x66\x45\x4f\x37\ -\x6f\x66\x39\x47\x69\x62\x45\x71\x5a\x37\x68\x67\x55\x55\x6a\x46\ -\x62\x46\x2f\x49\x55\x6e\x71\x33\x66\x75\x45\x51\x4a\x48\x35\x62\ -\x5a\x75\x75\x6e\x32\x30\x30\x63\x43\x78\x20\x57\x43\x7a\x57\x61\ -\x46\x6c\x42\x68\x53\x38\x42\x4b\x50\x71\x4c\x61\x44\x44\x34\x51\ -\x53\x59\x51\x74\x74\x46\x67\x57\x63\x74\x51\x2b\x62\x5a\x6e\x6f\ -\x2b\x6a\x46\x73\x59\x37\x75\x63\x66\x6c\x76\x4a\x6b\x49\x68\x4b\ -\x46\x54\x36\x34\x6c\x36\x57\x52\x77\x50\x2b\x49\x54\x6d\x44\x68\ -\x54\x71\x41\x4f\x34\x65\x52\x20\x44\x4b\x75\x48\x72\x6a\x74\x6d\ -\x6a\x2b\x72\x4b\x73\x41\x5a\x4c\x5a\x59\x64\x73\x6b\x4f\x4a\x4f\ -\x79\x47\x41\x5a\x75\x44\x75\x55\x43\x35\x52\x77\x69\x64\x50\x36\ -\x5a\x57\x35\x45\x70\x61\x4c\x55\x76\x61\x54\x67\x71\x77\x4e\x77\ -\x46\x4c\x6b\x67\x6e\x4f\x72\x59\x49\x35\x62\x73\x76\x48\x36\x67\ -\x73\x51\x6f\x45\x20\x41\x72\x73\x71\x32\x70\x63\x32\x74\x67\x46\ -\x48\x33\x7a\x39\x54\x68\x56\x37\x58\x72\x43\x46\x48\x54\x74\x38\ -\x48\x65\x46\x56\x33\x6a\x75\x54\x6d\x56\x49\x78\x43\x53\x30\x71\ -\x66\x41\x6e\x42\x64\x4f\x58\x42\x77\x69\x78\x54\x65\x74\x34\x31\ -\x35\x4d\x62\x30\x55\x46\x45\x5a\x4e\x70\x4b\x37\x75\x4d\x45\x48\ -\x75\x20\x41\x75\x5a\x34\x4e\x50\x65\x71\x63\x4d\x70\x30\x66\x77\ -\x39\x6d\x78\x47\x42\x42\x49\x53\x63\x74\x6a\x33\x45\x79\x55\x4d\ -\x6f\x36\x48\x37\x66\x35\x31\x5a\x64\x76\x5a\x72\x51\x4b\x6f\x44\ -\x37\x7a\x4b\x38\x41\x38\x56\x48\x2b\x41\x4d\x45\x39\x45\x62\x32\ -\x34\x4d\x32\x6e\x39\x72\x69\x67\x51\x4f\x47\x50\x48\x61\x20\x6f\ -\x5a\x67\x75\x7a\x69\x2f\x78\x72\x67\x4c\x38\x6c\x33\x69\x36\x36\ -\x35\x4a\x78\x33\x48\x4e\x53\x71\x4f\x72\x70\x76\x5a\x4b\x69\x30\ -\x39\x55\x56\x77\x36\x75\x53\x64\x6b\x45\x30\x62\x30\x41\x30\x65\ -\x34\x39\x68\x6c\x46\x35\x69\x79\x77\x35\x39\x63\x74\x63\x77\x68\ -\x6a\x56\x59\x4b\x44\x74\x6d\x59\x37\x34\x35\x20\x45\x31\x6f\x53\ -\x4f\x6d\x71\x6d\x64\x34\x78\x42\x53\x78\x6d\x73\x56\x77\x61\x63\ -\x34\x7a\x6e\x44\x69\x6b\x52\x71\x36\x75\x6a\x2f\x4f\x2b\x6d\x54\ -\x73\x56\x54\x6d\x75\x36\x73\x38\x41\x6f\x47\x72\x78\x50\x6b\x53\ -\x46\x47\x64\x70\x6f\x6a\x2f\x71\x53\x2f\x79\x65\x4b\x57\x4c\x64\ -\x33\x5a\x31\x69\x79\x4f\x6c\x34\x20\x4f\x39\x6b\x2f\x45\x72\x46\ -\x71\x68\x30\x67\x50\x44\x79\x53\x63\x7a\x4e\x79\x6e\x79\x6a\x38\ -\x46\x4c\x6f\x30\x47\x41\x7a\x2b\x49\x68\x75\x77\x4c\x6c\x6c\x55\ -\x58\x38\x6d\x4e\x62\x6b\x35\x6e\x66\x75\x4b\x61\x7a\x64\x37\x4a\ -\x59\x37\x72\x36\x70\x61\x57\x6e\x4a\x32\x57\x6b\x70\x51\x6c\x62\ -\x74\x77\x57\x72\x6f\x20\x76\x58\x67\x58\x6b\x63\x6d\x6a\x2b\x73\ -\x48\x70\x7a\x70\x4f\x46\x47\x54\x52\x59\x55\x45\x6a\x79\x7a\x47\ -\x47\x65\x67\x4a\x5a\x59\x74\x71\x6d\x65\x45\x72\x62\x71\x53\x73\ -\x6d\x32\x39\x42\x4f\x4e\x52\x68\x65\x42\x6e\x71\x37\x49\x48\x31\ -\x71\x54\x36\x53\x38\x36\x68\x71\x2b\x51\x48\x53\x34\x63\x6f\x4b\ -\x37\x38\x20\x72\x54\x46\x73\x33\x78\x79\x4e\x6a\x6c\x7a\x35\x70\ -\x59\x39\x77\x6f\x50\x59\x63\x59\x4d\x67\x76\x46\x37\x44\x52\x30\ -\x50\x2f\x50\x33\x70\x6e\x48\x78\x31\x57\x58\x2b\x2f\x2f\x39\x66\ -\x47\x63\x6d\x36\x51\x49\x55\x75\x6b\x30\x79\x63\x32\x5a\x4e\x4b\ -\x50\x64\x53\x41\x61\x57\x41\x43\x67\x67\x46\x45\x66\x45\x43\x20\ -\x4b\x6f\x68\x36\x41\x56\x48\x63\x41\x63\x57\x72\x2b\x45\x4e\x78\ -\x46\x33\x48\x42\x66\x63\x45\x4c\x72\x6c\x78\x58\x58\x42\x42\x42\ -\x76\x53\x35\x58\x45\x51\x45\x56\x45\x53\x6c\x79\x67\x59\x71\x55\ -\x5a\x43\x61\x5a\x4c\x55\x6c\x62\x57\x74\x61\x32\x79\x63\x7a\x35\ -\x50\x72\x38\x2f\x7a\x73\x78\x6b\x4d\x6e\x4d\x79\x20\x53\x64\x73\ -\x6b\x62\x62\x6e\x39\x76\x46\x36\x42\x7a\x74\x6c\x6e\x35\x73\x78\ -\x7a\x6e\x75\x2f\x7a\x2f\x54\x79\x66\x6a\x33\x6b\x74\x63\x79\x52\ -\x7a\x6b\x6b\x34\x66\x73\x43\x67\x56\x69\x52\x7a\x55\x45\x2b\x39\ -\x65\x46\x59\x2b\x48\x30\x36\x74\x57\x45\x61\x72\x53\x44\x6e\x34\ -\x45\x58\x69\x62\x61\x45\x77\x34\x76\x20\x39\x39\x31\x5a\x71\x51\ -\x39\x58\x4b\x2f\x4f\x4d\x72\x32\x39\x65\x62\x32\x39\x76\x4a\x2b\ -\x4f\x7a\x69\x47\x50\x35\x66\x4c\x35\x39\x69\x38\x31\x34\x63\x58\ -\x76\x54\x77\x4d\x44\x41\x54\x70\x6b\x4d\x42\x46\x32\x33\x48\x72\ -\x42\x6b\x45\x69\x6c\x70\x56\x61\x6b\x30\x62\x4c\x50\x55\x62\x78\ -\x76\x4b\x34\x30\x78\x2b\x20\x55\x65\x4e\x72\x6b\x48\x48\x51\x30\ -\x71\x58\x37\x4b\x76\x4b\x57\x36\x73\x74\x48\x4a\x54\x53\x36\x50\ -\x66\x79\x37\x57\x63\x4e\x41\x59\x66\x68\x57\x56\x48\x79\x7a\x4b\ -\x55\x57\x2b\x32\x73\x37\x76\x38\x46\x61\x6f\x69\x4e\x57\x58\x41\ -\x67\x38\x41\x6c\x36\x42\x36\x5a\x58\x6c\x65\x78\x2f\x76\x71\x78\ -\x78\x34\x59\x20\x48\x6c\x67\x52\x6a\x36\x66\x54\x4d\x65\x65\x62\ -\x64\x6d\x78\x2b\x4c\x70\x56\x61\x48\x70\x37\x73\x57\x4d\x31\x49\ -\x4f\x56\x31\x48\x43\x66\x4a\x4c\x2f\x47\x65\x59\x58\x52\x55\x35\ -\x64\x33\x42\x6f\x2f\x55\x35\x6c\x62\x7a\x75\x4b\x58\x52\x71\x77\ -\x6f\x42\x71\x30\x4a\x48\x41\x71\x71\x4f\x2f\x4e\x42\x6a\x71\x6c\ -\x20\x48\x49\x32\x55\x52\x2f\x38\x66\x73\x4b\x39\x42\x31\x36\x35\ -\x61\x74\x53\x70\x6b\x58\x50\x63\x45\x6f\x4b\x7a\x6f\x53\x53\x67\ -\x33\x6f\x5a\x77\x74\x46\x66\x50\x50\x5a\x48\x4a\x71\x6e\x65\x6c\ -\x32\x51\x38\x75\x75\x46\x49\x77\x41\x41\x43\x41\x41\x53\x55\x52\ -\x42\x56\x45\x45\x56\x66\x64\x74\x73\x50\x35\x6c\x58\x20\x4c\x6c\ -\x75\x32\x54\x39\x71\x4a\x58\x4a\x5a\x79\x75\x75\x2f\x52\x73\x58\ -\x6d\x62\x4d\x50\x70\x50\x61\x37\x6b\x37\x59\x45\x33\x2f\x70\x70\ -\x48\x75\x72\x61\x6c\x59\x39\x35\x2b\x41\x57\x70\x74\x4b\x30\x49\ -\x62\x4d\x79\x62\x37\x58\x32\x70\x43\x64\x69\x4b\x75\x2b\x4e\x32\ -\x75\x35\x2f\x47\x67\x6a\x39\x2b\x64\x4a\x20\x32\x67\x54\x69\x5a\ -\x44\x49\x35\x44\x36\x51\x71\x4b\x61\x4d\x37\x4e\x44\x76\x59\x69\ -\x4b\x62\x75\x68\x69\x6b\x7a\x41\x4a\x32\x4d\x54\x32\x59\x43\x79\ -\x66\x71\x2f\x42\x64\x39\x37\x61\x4c\x51\x7a\x64\x41\x37\x31\x56\ -\x69\x72\x35\x2b\x75\x35\x6b\x55\x43\x75\x64\x38\x39\x34\x48\x72\ -\x50\x56\x5a\x74\x62\x78\x71\x20\x6b\x7a\x63\x70\x4d\x71\x56\x53\ -\x4c\x70\x4d\x76\x48\x6d\x6d\x4d\x72\x6b\x4c\x30\x42\x64\x4c\x70\ -\x66\x67\x35\x67\x52\x54\x79\x65\x54\x69\x65\x69\x31\x31\x5a\x77\ -\x48\x30\x4c\x30\x64\x63\x41\x32\x4b\x70\x32\x54\x45\x59\x67\x6e\ -\x77\x48\x47\x57\x48\x57\x69\x74\x2f\x67\x2f\x6a\x39\x31\x67\x6a\ -\x58\x46\x56\x39\x20\x62\x61\x34\x34\x2f\x4f\x50\x70\x48\x47\x73\ -\x32\x4d\x4f\x64\x46\x64\x7a\x2b\x55\x53\x71\x57\x78\x52\x43\x54\ -\x73\x56\x32\x66\x5a\x36\x4a\x70\x51\x32\x37\x61\x46\x33\x71\x36\ -\x75\x5a\x53\x72\x79\x48\x30\x42\x46\x34\x62\x4c\x4e\x47\x30\x5a\ -\x65\x4b\x53\x4b\x62\x55\x62\x6b\x6f\x6b\x79\x2f\x38\x48\x76\x68\ -\x39\x20\x54\x79\x4a\x79\x4e\x47\x70\x65\x4d\x54\x41\x77\x74\x52\ -\x61\x58\x69\x2f\x73\x6c\x38\x52\x75\x7a\x69\x39\x79\x51\x4b\x34\ -\x35\x38\x78\x32\x65\x58\x47\x55\x4e\x76\x76\x47\x76\x6c\x55\x39\ -\x62\x38\x72\x47\x6d\x6d\x71\x78\x45\x42\x6c\x41\x6c\x54\x31\x51\ -\x6f\x76\x41\x72\x37\x58\x76\x4b\x47\x6f\x6c\x42\x47\x76\x20\x77\ -\x47\x77\x51\x33\x79\x65\x31\x61\x71\x42\x78\x79\x50\x75\x6b\x33\ -\x7a\x59\x31\x6d\x4c\x47\x78\x35\x57\x70\x71\x4e\x55\x47\x5a\x4b\ -\x59\x73\x32\x78\x61\x73\x7a\x37\x76\x42\x39\x61\x4a\x52\x6b\x72\ -\x59\x78\x75\x42\x64\x2f\x76\x31\x34\x69\x38\x73\x6c\x5a\x73\x56\ -\x35\x58\x72\x41\x42\x4b\x52\x79\x4c\x4f\x4d\x20\x34\x52\x67\x56\ -\x54\x59\x76\x57\x4d\x67\x6b\x64\x46\x5a\x55\x68\x4b\x2f\x71\x58\ -\x68\x59\x75\x57\x33\x44\x45\x58\x4e\x61\x36\x42\x67\x59\x46\x74\ -\x69\x55\x6a\x6b\x31\x65\x44\x65\x43\x54\x54\x58\x36\x56\x36\x58\ -\x69\x43\x79\x2f\x64\x72\x43\x30\x76\x68\x32\x33\x79\x66\x59\x4e\ -\x65\x71\x7a\x79\x48\x73\x66\x70\x20\x54\x63\x65\x6a\x6e\x36\x7a\ -\x67\x76\x67\x6f\x6c\x69\x44\x64\x70\x38\x62\x45\x78\x4b\x31\x38\ -\x74\x46\x50\x4c\x54\x49\x6b\x6f\x62\x4e\x37\x67\x66\x59\x6e\x31\ -\x4a\x33\x43\x4a\x36\x38\x57\x42\x70\x2f\x5a\x79\x33\x41\x54\x56\ -\x69\x74\x77\x68\x59\x38\x57\x6a\x34\x46\x4c\x53\x56\x79\x61\x33\ -\x43\x31\x36\x64\x69\x20\x70\x4e\x76\x4f\x77\x47\x57\x69\x68\x4e\ -\x52\x79\x4d\x45\x5a\x50\x46\x65\x51\x4b\x55\x4e\x75\x66\x4c\x33\ -\x77\x4c\x77\x48\x47\x63\x78\x59\x47\x79\x58\x62\x65\x75\x4e\x4c\ -\x57\x66\x57\x7a\x7a\x61\x64\x5a\x61\x6f\x2b\x6d\x55\x73\x47\x38\ -\x70\x71\x4c\x70\x6a\x75\x2b\x39\x6b\x52\x4a\x42\x4a\x4c\x75\x36\ -\x30\x72\x20\x2f\x79\x4e\x6f\x37\x58\x4f\x77\x77\x4b\x41\x67\x41\ -\x34\x6f\x47\x51\x43\x4d\x54\x4b\x41\x68\x56\x69\x45\x63\x4f\x44\ -\x4e\x44\x63\x6a\x69\x4c\x55\x4d\x78\x67\x46\x33\x34\x41\x56\x72\ -\x41\x51\x71\x61\x75\x71\x54\x6a\x47\x30\x62\x77\x4b\x31\x6e\x68\ -\x56\x62\x44\x54\x6d\x64\x59\x48\x75\x52\x78\x30\x45\x56\x6f\x20\ -\x4f\x38\x72\x43\x56\x49\x66\x51\x5a\x47\x33\x69\x7a\x34\x70\x64\ -\x31\x37\x77\x36\x6e\x54\x35\x67\x6b\x59\x37\x56\x75\x46\x5a\x61\ -\x4d\x74\x67\x54\x30\x6b\x37\x33\x39\x78\x55\x39\x32\x4e\x74\x39\ -\x77\x73\x48\x51\x4b\x73\x56\x30\x79\x32\x4f\x50\x6c\x46\x4a\x4f\ -\x35\x42\x50\x5a\x51\x75\x6c\x71\x5a\x72\x6b\x45\x20\x4d\x46\x67\ -\x71\x33\x52\x4f\x50\x4c\x50\x2b\x6f\x49\x4a\x63\x33\x72\x52\x4b\ -\x51\x61\x2f\x42\x38\x4c\x64\x74\x2b\x50\x2b\x6c\x34\x39\x42\x72\ -\x31\x62\x4f\x53\x44\x51\x42\x48\x50\x48\x4b\x50\x54\x64\x4d\x79\ -\x2f\x70\x72\x41\x64\x45\x73\x71\x35\x6f\x61\x45\x31\x69\x55\x6a\ -\x34\x66\x34\x48\x44\x6d\x6c\x5a\x56\x20\x67\x6c\x73\x72\x62\x5a\ -\x4f\x48\x75\x63\x41\x75\x48\x78\x49\x43\x69\x50\x4a\x6d\x6e\x38\ -\x57\x56\x6f\x41\x61\x2b\x30\x6d\x36\x2f\x46\x59\x34\x54\x46\x5a\ -\x55\x4c\x67\x61\x2f\x5a\x59\x44\x41\x76\x77\x6e\x30\x6f\x64\x77\ -\x4e\x4c\x65\x75\x4c\x4f\x56\x33\x76\x69\x7a\x76\x32\x64\x68\x67\ -\x32\x56\x53\x59\x5a\x4e\x20\x6a\x59\x68\x45\x49\x67\x74\x45\x39\ -\x62\x4f\x2b\x31\x34\x65\x38\x65\x37\x61\x4e\x49\x34\x77\x62\x2b\ -\x6c\x52\x44\x2b\x34\x30\x71\x39\x75\x68\x73\x59\x53\x69\x64\x4b\ -\x5a\x52\x4f\x7a\x42\x61\x47\x6a\x73\x38\x57\x68\x67\x38\x4d\x71\ -\x49\x6b\x68\x66\x41\x43\x6b\x63\x55\x69\x7a\x4f\x42\x32\x50\x74\ -\x4e\x62\x62\x20\x68\x46\x7a\x44\x76\x33\x33\x72\x58\x4f\x56\x41\ -\x6f\x4f\x46\x48\x4d\x44\x6b\x78\x45\x38\x41\x59\x74\x2f\x48\x70\ -\x76\x38\x4f\x75\x51\x72\x34\x51\x33\x79\x6e\x7a\x5a\x76\x69\x53\ -\x63\x33\x56\x38\x49\x71\x43\x79\x62\x4e\x6c\x77\x69\x7a\x4b\x41\ -\x4c\x63\x38\x2f\x41\x62\x52\x36\x37\x52\x4a\x52\x34\x58\x4d\x4b\ -\x20\x30\x7a\x42\x77\x6b\x41\x6a\x6f\x56\x61\x6c\x59\x31\x30\x33\ -\x4d\x67\x65\x50\x79\x73\x75\x37\x31\x6e\x77\x44\x66\x44\x50\x48\ -\x51\x52\x48\x54\x35\x32\x33\x79\x57\x54\x34\x43\x67\x41\x59\x57\ -\x63\x69\x6c\x35\x73\x54\x61\x67\x58\x72\x34\x33\x48\x73\x61\x4e\ -\x62\x58\x6c\x2f\x64\x78\x4b\x54\x69\x30\x5a\x64\x50\x20\x70\x32\ -\x56\x48\x52\x50\x32\x30\x74\x59\x4a\x6a\x6e\x61\x45\x35\x6c\x36\ -\x39\x70\x78\x69\x34\x50\x57\x46\x56\x64\x72\x4e\x59\x57\x41\x70\ -\x47\x66\x5a\x30\x71\x6c\x58\x4f\x73\x65\x34\x33\x43\x4e\x76\x42\ -\x39\x51\x47\x77\x68\x39\x50\x4f\x43\x57\x33\x34\x66\x4b\x37\x2f\ -\x46\x55\x47\x50\x63\x48\x58\x69\x4f\x4b\x20\x69\x2f\x41\x6a\x6f\ -\x2b\x62\x65\x71\x61\x34\x6a\x68\x4c\x30\x4d\x58\x34\x4b\x6f\x2f\ -\x47\x6d\x67\x4e\x50\x79\x74\x36\x62\x79\x58\x6e\x55\x52\x6a\x45\ -\x42\x41\x49\x66\x4c\x79\x5a\x31\x74\x46\x58\x4c\x42\x61\x79\x2b\ -\x61\x47\x50\x6d\x72\x4b\x37\x67\x67\x5a\x2b\x6d\x62\x55\x2b\x6b\ -\x73\x67\x4e\x46\x41\x57\x78\x20\x34\x6a\x76\x45\x44\x49\x57\x65\ -\x62\x43\x41\x62\x36\x76\x51\x56\x4b\x33\x56\x47\x37\x70\x73\x41\ -\x61\x45\x32\x45\x72\x33\x33\x2f\x6f\x6e\x64\x53\x33\x79\x4b\x2f\ -\x6a\x42\x73\x2f\x39\x50\x6b\x31\x59\x6f\x74\x4f\x4b\x68\x65\x74\ -\x43\x6e\x63\x49\x38\x68\x48\x67\x50\x46\x52\x66\x30\x64\x77\x49\ -\x37\x6d\x30\x6c\x20\x2f\x35\x61\x4d\x68\x6f\x2b\x63\x2b\x76\x70\ -\x32\x44\x6d\x76\x57\x55\x46\x62\x68\x72\x62\x34\x72\x56\x54\x34\ -\x59\x69\x55\x54\x38\x4a\x78\x31\x71\x6d\x77\x54\x6e\x58\x5a\x72\ -\x4e\x46\x56\x64\x6b\x42\x30\x74\x66\x48\x68\x67\x59\x32\x4a\x62\ -\x4a\x46\x58\x38\x4a\x73\x67\x61\x52\x39\x36\x54\x69\x30\x62\x50\ -\x53\x20\x38\x65\x69\x39\x41\x6a\x38\x4f\x69\x66\x75\x57\x64\x73\ -\x63\x42\x71\x47\x5a\x53\x4c\x53\x55\x43\x45\x61\x5a\x74\x79\x6a\ -\x4a\x62\x32\x4f\x55\x42\x4b\x30\x6a\x35\x74\x66\x67\x4d\x54\x55\ -\x57\x34\x61\x71\x70\x39\x78\x65\x69\x50\x42\x4e\x36\x63\x7a\x57\ -\x5a\x48\x78\x4f\x69\x4e\x71\x4c\x77\x66\x34\x55\x78\x31\x20\x39\ -\x61\x44\x2b\x58\x47\x46\x68\x58\x37\x37\x77\x7a\x50\x37\x42\x77\ -\x6a\x6c\x39\x75\x56\x7a\x62\x48\x72\x6c\x30\x4a\x42\x49\x48\x76\ -\x64\x52\x6e\x56\x63\x55\x31\x65\x68\x47\x7a\x33\x48\x6f\x44\x6b\ -\x43\x30\x4d\x6e\x59\x58\x71\x61\x32\x72\x5a\x6b\x36\x41\x6e\x62\ -\x6e\x6c\x73\x6b\x36\x2f\x49\x57\x2f\x2f\x49\x20\x79\x50\x6f\x46\ -\x69\x78\x61\x2f\x73\x49\x47\x38\x65\x58\x72\x7a\x4e\x6f\x48\x35\ -\x38\x2f\x39\x4a\x62\x52\x68\x68\x39\x46\x43\x2f\x63\x38\x59\x7a\ -\x6d\x35\x39\x69\x66\x4b\x6a\x52\x32\x59\x36\x76\x70\x59\x52\x6d\ -\x56\x49\x71\x6f\x4a\x78\x78\x65\x77\x6e\x62\x64\x66\x39\x70\x53\ -\x4e\x30\x75\x6e\x44\x31\x68\x55\x20\x7a\x30\x71\x46\x75\x79\x62\ -\x5a\x38\x59\x58\x4e\x43\x77\x52\x75\x44\x42\x67\x39\x5a\x4b\x41\ -\x77\x64\x45\x79\x6d\x55\x50\x70\x51\x74\x6a\x44\x30\x50\x53\x73\ -\x38\x32\x61\x52\x54\x6a\x36\x6a\x2b\x45\x43\x73\x72\x42\x34\x6f\ -\x6a\x66\x67\x59\x4c\x4d\x34\x35\x63\x63\x65\x54\x33\x6b\x38\x67\ -\x72\x4c\x77\x71\x4b\x20\x2b\x7a\x36\x66\x35\x58\x56\x55\x35\x5a\ -\x51\x62\x79\x77\x4b\x69\x63\x41\x76\x67\x56\x4e\x56\x50\x44\x78\ -\x48\x68\x4e\x6d\x76\x74\x6c\x49\x7a\x30\x4b\x6d\x6e\x56\x37\x7a\ -\x71\x4f\x6d\x45\x70\x5a\x59\x72\x61\x78\x71\x77\x4f\x57\x51\x65\ -\x58\x31\x50\x73\x76\x58\x44\x68\x53\x47\x62\x35\x31\x71\x35\x37\ -\x36\x42\x20\x77\x71\x31\x39\x75\x63\x4c\x33\x41\x50\x6f\x47\x53\ -\x2f\x66\x30\x35\x2f\x4d\x66\x36\x78\x38\x73\x33\x4a\x67\x70\x46\ -\x74\x65\x78\x48\x52\x49\x6a\x4c\x75\x37\x37\x38\x53\x58\x48\x79\ -\x52\x63\x4c\x68\x5a\x47\x64\x49\x6b\x68\x75\x44\x37\x4c\x46\x34\ -\x65\x2b\x34\x78\x6a\x32\x63\x63\x5a\x2b\x33\x63\x35\x4e\x4f\x20\ -\x6c\x32\x39\x2f\x32\x64\x71\x31\x61\x38\x63\x55\x76\x67\x46\x65\ -\x6c\x74\x45\x62\x57\x7a\x34\x68\x69\x2b\x72\x72\x36\x78\x74\x56\ -\x76\x46\x6b\x7a\x56\x56\x61\x75\x39\x6e\x6b\x6f\x33\x41\x6f\x56\ -\x6c\x44\x71\x42\x63\x2b\x76\x38\x30\x44\x4f\x62\x74\x36\x6e\x42\ -\x42\x74\x7a\x78\x37\x45\x56\x30\x52\x33\x7a\x32\x20\x4a\x6b\x41\ -\x36\x70\x56\x46\x53\x79\x4c\x65\x49\x4c\x36\x4c\x6a\x77\x39\x44\ -\x47\x49\x57\x35\x74\x30\x57\x68\x48\x2f\x63\x65\x6a\x4b\x6d\x75\ -\x61\x31\x36\x65\x64\x38\x43\x46\x55\x72\x63\x75\x71\x32\x4b\x49\ -\x69\x5a\x32\x63\x4b\x51\x32\x66\x32\x35\x59\x62\x72\x4d\x33\x4f\ -\x70\x37\x75\x36\x45\x51\x52\x71\x4c\x20\x79\x64\x74\x55\x39\x4c\ -\x57\x5a\x34\x76\x44\x5a\x32\x56\x4a\x70\x6b\x74\x6e\x72\x32\x59\ -\x45\x31\x6c\x58\x66\x69\x6c\x39\x30\x6f\x46\x30\x35\x54\x57\x6c\ -\x7a\x53\x43\x65\x64\x4d\x4c\x36\x4f\x71\x50\x34\x52\x76\x73\x56\ -\x5a\x57\x39\x77\x38\x57\x56\x32\x66\x7a\x30\x35\x50\x74\x4e\x6b\ -\x59\x6d\x4d\x5a\x50\x52\x20\x4e\x30\x78\x6e\x2f\x39\x6e\x43\x4c\ -\x67\x31\x59\x79\x65\x35\x6c\x4a\x30\x4d\x72\x79\x31\x6c\x6b\x55\ -\x76\x32\x73\x47\x55\x66\x4d\x2b\x36\x48\x37\x4e\x61\x52\x75\x44\ -\x47\x30\x62\x2b\x38\x68\x63\x58\x55\x63\x4e\x75\x64\x78\x49\x78\ -\x6c\x67\x35\x76\x75\x5a\x34\x4c\x4d\x67\x48\x45\x35\x48\x49\x34\ -\x58\x37\x62\x20\x42\x71\x56\x53\x6c\x32\x6d\x70\x61\x4c\x42\x6c\ -\x36\x47\x4f\x6b\x62\x6a\x50\x66\x6d\x59\x2b\x46\x66\x53\x6b\x64\ -\x6a\x51\x71\x6a\x71\x6a\x70\x70\x48\x35\x74\x49\x70\x53\x47\x6f\ -\x53\x4a\x79\x64\x36\x43\x49\x41\x63\x4e\x58\x55\x4a\x31\x6e\x55\ -\x4b\x78\x4c\x37\x6e\x48\x52\x63\x43\x56\x55\x78\x66\x63\x32\x72\ -\x20\x4c\x57\x61\x63\x46\x4b\x79\x75\x54\x34\x59\x56\x61\x50\x78\ -\x4d\x78\x68\x41\x35\x59\x79\x42\x66\x2b\x6d\x48\x7a\x52\x67\x54\ -\x34\x4c\x75\x4d\x54\x45\x31\x73\x55\x66\x64\x46\x41\x66\x6b\x37\ -\x4b\x41\x43\x30\x6f\x46\x42\x34\x70\x4b\x72\x36\x30\x6d\x6b\x34\ -\x43\x6b\x30\x6f\x52\x31\x35\x47\x4b\x52\x53\x39\x48\x20\x39\x51\ -\x62\x67\x45\x4a\x44\x66\x43\x6e\x70\x73\x4a\x6c\x64\x38\x2f\x6b\ -\x42\x56\x6d\x53\x51\x64\x6a\x61\x37\x6f\x69\x54\x74\x54\x31\x73\ -\x53\x79\x68\x65\x47\x37\x67\x42\x5a\x79\x73\x49\x69\x65\x75\x77\ -\x4d\x43\x42\x54\x4f\x47\x58\x52\x71\x77\x46\x4e\x2f\x73\x71\x69\ -\x4a\x6c\x76\x57\x36\x75\x72\x73\x46\x59\x20\x38\x79\x48\x38\x5a\ -\x6b\x74\x46\x50\x7a\x46\x6c\x50\x39\x63\x73\x6f\x62\x39\x55\x79\ -\x67\x75\x32\x70\x67\x49\x52\x4d\x45\x5a\x39\x6d\x66\x57\x65\x55\ -\x71\x66\x32\x41\x59\x68\x71\x69\x36\x71\x6f\x52\x57\x36\x74\x2f\ -\x56\x75\x52\x34\x2f\x7a\x50\x4a\x76\x55\x6d\x5a\x46\x52\x50\x6d\ 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-\x4e\x36\x62\x76\x4e\x79\x68\x62\x79\x45\x46\x76\x69\x4b\x20\x78\ -\x63\x30\x56\x71\x6a\x72\x6c\x74\x63\x62\x57\x55\x31\x4b\x78\x62\ -\x74\x2b\x41\x55\x32\x55\x6b\x67\x38\x6a\x71\x46\x55\x32\x46\x32\ -\x51\x36\x58\x6d\x36\x76\x71\x44\x61\x67\x61\x76\x79\x5a\x75\x58\ -\x4c\x57\x33\x4e\x68\x78\x74\x64\x52\x75\x70\x46\x79\x75\x4d\x73\ -\x2b\x65\x4e\x6c\x74\x76\x2b\x63\x4b\x61\x43\x20\x56\x43\x57\x53\ -\x76\x57\x75\x54\x46\x6f\x6e\x6b\x71\x6d\x4a\x48\x64\x52\x4a\x45\ -\x79\x71\x50\x57\x54\x73\x69\x77\x50\x4a\x61\x2b\x72\x67\x59\x51\ -\x34\x62\x36\x42\x67\x59\x46\x74\x6a\x65\x73\x39\x5a\x72\x63\x65\ -\x43\x61\x44\x77\x71\x34\x46\x38\x36\x53\x61\x61\x45\x49\x31\x47\ -\x6c\x77\x68\x38\x71\x4c\x35\x41\x20\x2b\x65\x42\x67\x59\x66\x6a\ -\x58\x4f\x2f\x47\x32\x5a\x67\x53\x46\x51\x6d\x47\x72\x69\x4f\x39\ -\x44\x79\x72\x67\x71\x6b\x39\x6e\x6f\x41\x5a\x37\x51\x58\x79\x5a\ -\x58\x50\x47\x31\x67\x6f\x48\x68\x6e\x32\x6e\x45\x4f\x36\x59\x6b\ -\x35\x56\x38\x30\x7a\x46\x45\x54\x35\x6e\x73\x42\x78\x65\x4a\x6e\ -\x78\x6c\x6b\x70\x46\x20\x70\x71\x52\x71\x56\x49\x76\x76\x72\x57\ -\x6f\x6b\x77\x71\x75\x6e\x2b\x56\x5a\x6d\x48\x4c\x73\x73\x59\x49\ -\x57\x30\x63\x67\x6f\x2b\x66\x55\x71\x69\x4d\x69\x55\x78\x4c\x52\ -\x32\x50\x76\x69\x63\x56\x6a\x37\x78\x67\x5a\x36\x39\x42\x6a\x48\ -\x34\x41\x6e\x38\x39\x41\x34\x50\x4c\x6d\x48\x38\x41\x75\x51\x63\ -\x6a\x39\x20\x49\x4c\x55\x5a\x74\x4d\x6c\x73\x6c\x49\x78\x55\x39\ -\x63\x55\x30\x56\x44\x5a\x36\x52\x75\x4f\x71\x64\x52\x34\x56\x6f\ -\x35\x70\x56\x36\x41\x76\x38\x32\x6e\x69\x57\x64\x67\x33\x2f\x71\ -\x59\x45\x6d\x45\x65\x6a\x41\x54\x75\x6f\x68\x70\x31\x43\x58\x76\ -\x51\x30\x30\x44\x73\x64\x32\x43\x46\x71\x58\x6c\x42\x46\x44\x20\ -\x69\x35\x7a\x75\x66\x48\x47\x66\x51\x79\x33\x7a\x56\x66\x31\x72\ -\x73\x34\x79\x50\x4f\x37\x72\x6c\x65\x4b\x72\x73\x64\x57\x75\x6c\ -\x52\x65\x46\x53\x4b\x6f\x46\x7a\x71\x58\x36\x33\x6f\x76\x35\x71\ -\x74\x78\x31\x65\x4d\x2f\x51\x42\x41\x49\x4c\x38\x49\x56\x73\x63\ -\x75\x6e\x49\x48\x33\x38\x79\x4d\x59\x30\x6e\x58\x20\x2b\x6d\x38\ -\x77\x58\x73\x75\x73\x51\x2b\x43\x73\x71\x62\x77\x39\x45\x34\x6c\ -\x45\x64\x32\x2f\x63\x2b\x61\x73\x59\x37\x6b\x4e\x34\x71\x38\x4a\ -\x6d\x67\x63\x74\x42\x76\x2b\x55\x64\x51\x79\x2f\x49\x46\x67\x72\ -\x33\x74\x54\x73\x47\x56\x49\x76\x76\x49\x71\x30\x79\x54\x4d\x72\ -\x7a\x61\x6b\x37\x70\x63\x34\x31\x64\x20\x4e\x79\x51\x30\x63\x6f\ -\x62\x50\x30\x73\x66\x48\x43\x45\x79\x6d\x6c\x52\x56\x49\x4a\x69\ -\x50\x2f\x6b\x6f\x35\x47\x54\x30\x58\x35\x75\x4d\x48\x38\x36\x79\ -\x54\x62\x54\x51\x76\x65\x7a\x43\x42\x6e\x74\x61\x37\x52\x68\x77\ -\x5a\x4c\x49\x37\x34\x33\x2b\x46\x77\x6a\x6d\x31\x30\x2f\x30\x74\ -\x42\x72\x64\x6e\x49\x38\x20\x33\x74\x58\x43\x48\x38\x72\x6b\x53\ -\x6e\x64\x49\x64\x66\x67\x67\x79\x4e\x6e\x4e\x36\x31\x46\x62\x59\ -\x2b\x64\x33\x61\x43\x6a\x77\x75\x75\x62\x56\x61\x39\x5a\x51\x52\ -\x75\x72\x69\x66\x79\x6a\x36\x70\x6c\x57\x72\x57\x68\x6a\x58\x48\ -\x6b\x54\x72\x73\x32\x57\x71\x36\x74\x64\x72\x4f\x53\x30\x6b\x6b\ -\x38\x6e\x39\x20\x51\x57\x6f\x5a\x31\x74\x5a\x41\x35\x38\x4b\x57\ -\x67\x47\x4d\x4a\x72\x47\x35\x34\x65\x57\x76\x4c\x51\x56\x54\x72\ -\x77\x78\x49\x56\x2b\x34\x76\x57\x31\x58\x4a\x2b\x39\x5a\x38\x62\ -\x46\x75\x79\x2f\x70\x43\x57\x37\x63\x68\x77\x6e\x69\x6d\x68\x4e\ -\x31\x57\x49\x55\x6c\x51\x75\x59\x6f\x78\x37\x52\x36\x57\x44\x4e\ -\x20\x47\x73\x71\x71\x2b\x69\x47\x66\x56\x59\x47\x67\x47\x72\x38\ -\x5a\x37\x54\x70\x43\x6f\x64\x41\x6d\x68\x5a\x6a\x41\x44\x59\x67\ -\x2b\x76\x7a\x39\x58\x4f\x46\x41\x74\x64\x34\x4b\x63\x4a\x38\x67\ -\x58\x74\x73\x65\x30\x51\x6f\x52\x72\x66\x52\x59\x62\x46\x37\x64\ -\x6c\x5a\x44\x49\x58\x32\x43\x55\x42\x61\x39\x55\x71\x20\x51\x69\ -\x67\x74\x4e\x52\x64\x52\x75\x61\x6e\x35\x53\x64\x6f\x62\x69\x2f\ -\x58\x30\x78\x4a\x32\x76\x70\x65\x4c\x4f\x69\x4c\x48\x6d\x51\x51\ -\x4b\x65\x73\x37\x52\x56\x50\x54\x6f\x64\x69\x2f\x6b\x61\x51\x6b\ -\x77\x48\x4c\x76\x5a\x69\x66\x4f\x6b\x55\x35\x6b\x70\x6d\x79\x46\ -\x5a\x37\x4a\x68\x42\x53\x76\x67\x52\x73\x20\x42\x53\x52\x67\x78\ -\x59\x2b\x74\x62\x78\x56\x75\x41\x46\x42\x30\x64\x64\x70\x78\x44\ -\x6d\x78\x63\x6d\x53\x67\x4f\x2f\x78\x52\x34\x75\x4c\x72\x2b\x6e\ -\x62\x57\x4f\x2f\x6b\x59\x59\x30\x55\x59\x4b\x53\x65\x71\x52\x34\ -\x57\x36\x2f\x32\x69\x4b\x34\x70\x74\x48\x50\x38\x48\x6c\x2b\x78\ -\x35\x6f\x4f\x78\x42\x30\x37\x20\x6a\x6c\x72\x32\x67\x39\x7a\x70\ -\x71\x33\x73\x6d\x39\x71\x54\x36\x39\x57\x48\x2f\x30\x4c\x6a\x4b\ -\x43\x33\x68\x31\x66\x66\x30\x6e\x51\x76\x50\x32\x75\x57\x58\x43\ -\x65\x69\x66\x38\x62\x4e\x42\x44\x71\x67\x66\x36\x6c\x6c\x2b\x4c\ -\x54\x56\x44\x74\x2b\x36\x68\x79\x33\x77\x53\x35\x73\x6a\x71\x7a\ -\x76\x46\x73\x68\x20\x4e\x37\x54\x2b\x4f\x6e\x7a\x49\x70\x4b\x71\ -\x63\x6e\x30\x67\x73\x6e\x62\x53\x47\x32\x4e\x66\x58\x4e\x7a\x70\ -\x71\x36\x65\x6e\x4c\x46\x63\x37\x71\x48\x79\x7a\x65\x63\x6c\x41\ -\x69\x6b\x52\x54\x44\x39\x78\x48\x2b\x35\x4f\x54\x79\x6c\x77\x49\ -\x63\x6c\x45\x69\x6b\x65\x68\x4f\x4f\x2f\x2f\x66\x63\x67\x49\x48\ -\x43\x20\x38\x47\x33\x34\x5a\x48\x72\x41\x4f\x64\x76\x78\x56\x6d\ -\x59\x4d\x75\x79\x52\x67\x50\x56\x4a\x61\x66\x69\x49\x65\x75\x58\ -\x4d\x43\x46\x44\x73\x68\x75\x2b\x70\x4a\x4f\x47\x64\x59\x30\x66\ -\x73\x55\x56\x68\x75\x52\x4c\x78\x6f\x6a\x70\x77\x43\x48\x49\x6a\ -\x7a\x68\x47\x55\x4c\x59\x76\x36\x56\x6a\x6b\x62\x2b\x6c\x20\x48\ -\x4f\x65\x4e\x62\x54\x57\x66\x6d\x75\x44\x4e\x63\x76\x68\x4f\x7a\ -\x77\x34\x74\x33\x48\x2f\x4a\x6e\x42\x58\x38\x70\x34\x50\x71\x73\ -\x4b\x37\x57\x4b\x2f\x69\x71\x35\x6a\x6f\x56\x67\x49\x6a\x57\x31\ -\x6f\x75\x71\x4f\x36\x47\x46\x36\x46\x61\x6f\x69\x4e\x54\x31\x36\ -\x4a\x65\x4f\x7a\x67\x74\x65\x30\x72\x78\x2f\x20\x66\x32\x35\x6f\ -\x6a\x53\x4c\x31\x48\x37\x30\x52\x33\x68\x38\x4f\x68\x31\x73\x36\ -\x39\x61\x74\x54\x2f\x4c\x55\x66\x30\x4c\x7a\x79\x2f\x41\x34\x2f\ -\x2b\x37\x41\x70\x6f\x57\x72\x72\x42\x71\x71\x4b\x62\x61\x6b\x5a\ -\x39\x63\x61\x37\x56\x6b\x4b\x74\x6f\x4b\x36\x6c\x57\x48\x46\x6b\ -\x67\x73\x2b\x6a\x56\x4d\x62\x4f\x20\x6f\x39\x37\x4d\x72\x4e\x39\ -\x71\x44\x6e\x69\x43\x71\x51\x33\x74\x72\x47\x42\x61\x42\x4f\x34\ -\x53\x69\x58\x42\x4b\x68\x4e\x72\x33\x2f\x37\x41\x4e\x64\x75\x77\ -\x32\x51\x38\x45\x6d\x75\x4b\x71\x2b\x76\x6e\x38\x64\x57\x67\x36\ -\x30\x6e\x65\x6d\x72\x74\x62\x52\x46\x49\x70\x45\x46\x5a\x58\x56\ -\x2f\x71\x76\x41\x55\x20\x4c\x6d\x2f\x49\x78\x35\x33\x58\x39\x63\ -\x52\x6a\x66\x36\x71\x6f\x32\x36\x2f\x4b\x31\x77\x36\x4b\x78\x61\ -\x62\x79\x42\x6c\x57\x74\x44\x69\x55\x6e\x4c\x49\x52\x44\x30\x74\ -\x47\x6c\x6b\x77\x6b\x76\x7a\x68\x70\x32\x7a\x5a\x44\x51\x79\x4a\ -\x6b\x2b\x53\x37\x64\x75\x71\x57\x68\x39\x46\x69\x65\x52\x53\x48\ -\x53\x72\x20\x38\x6a\x33\x67\x56\x36\x5a\x6a\x33\x69\x48\x39\x67\ -\x2f\x6b\x72\x58\x47\x76\x33\x52\x64\x6e\x58\x57\x6a\x6c\x64\x56\ -\x51\x34\x44\x50\x67\x2b\x53\x46\x74\x47\x76\x62\x5a\x33\x58\x57\ -\x55\x7a\x48\x6f\x6c\x63\x33\x32\x6c\x31\x4e\x68\x67\x55\x64\x38\ -\x6d\x5a\x38\x41\x36\x5a\x38\x59\x56\x65\x4a\x75\x72\x57\x44\x20\ -\x61\x2f\x51\x4c\x65\x44\x4f\x47\x38\x38\x73\x42\x62\x65\x6c\x70\ -\x7a\x4f\x53\x48\x2f\x30\x5a\x74\x43\x6c\x70\x34\x54\x62\x50\x2b\ -\x55\x54\x78\x66\x2b\x69\x37\x56\x70\x36\x51\x67\x6c\x2f\x55\x34\ -\x54\x6b\x73\x4e\x52\x43\x32\x58\x55\x68\x30\x53\x4b\x55\x51\x58\ -\x68\x43\x59\x78\x33\x56\x44\x47\x68\x78\x4d\x4e\x20\x77\x37\x4c\ -\x70\x59\x6a\x55\x45\x42\x61\x6b\x46\x4f\x6c\x73\x6d\x32\x50\x4b\ -\x41\x63\x46\x31\x54\x46\x79\x42\x55\x6b\x57\x2f\x66\x32\x70\x44\ -\x78\x65\x71\x6f\x52\x64\x58\x35\x52\x78\x51\x5a\x30\x67\x74\x78\ -\x77\x77\x75\x6b\x2b\x77\x7a\x73\x4e\x4b\x50\x77\x77\x55\x79\x69\ -\x30\x74\x4f\x73\x59\x61\x7a\x35\x63\x20\x61\x39\x63\x52\x4b\x78\ -\x66\x74\x46\x76\x58\x4b\x53\x57\x41\x44\x6f\x65\x2f\x52\x6f\x4c\ -\x78\x61\x67\x38\x44\x72\x70\x69\x4e\x77\x4f\x54\x38\x59\x75\x45\ -\x62\x67\x6d\x61\x4a\x73\x77\x6e\x41\x66\x38\x46\x58\x51\x6f\x31\ -\x42\x75\x55\x75\x48\x30\x68\x2f\x4c\x35\x4b\x53\x65\x34\x72\x42\ -\x46\x66\x42\x2b\x75\x4b\x20\x42\x6d\x62\x55\x35\x47\x49\x36\x32\ -\x42\x55\x42\x79\x36\x6a\x53\x34\x76\x67\x72\x38\x4c\x73\x4e\x47\ -\x7a\x62\x55\x43\x58\x4e\x42\x72\x62\x77\x59\x57\x47\x41\x77\x48\ -\x36\x6f\x39\x51\x63\x58\x79\x53\x71\x41\x34\x55\x43\x6a\x38\x4d\ -\x56\x73\x6f\x33\x4a\x66\x4a\x46\x79\x2b\x78\x67\x56\x42\x55\x68\ -\x56\x65\x44\x20\x33\x67\x39\x63\x59\x47\x52\x4b\x72\x6f\x71\x67\ -\x34\x74\x65\x65\x38\x4b\x54\x70\x32\x44\x59\x4a\x57\x57\x37\x58\ -\x49\x70\x63\x62\x2f\x67\x65\x31\x34\x72\x6e\x4b\x52\x56\x55\x64\ -\x71\x79\x5a\x49\x62\x56\x69\x33\x78\x4e\x33\x57\x4d\x59\x48\x48\ -\x63\x79\x74\x55\x4c\x46\x70\x37\x7a\x2f\x4d\x73\x37\x74\x64\x70\ -\x20\x36\x6f\x2f\x7a\x66\x4f\x53\x6b\x77\x61\x70\x4d\x33\x70\x71\ -\x4f\x52\x45\x36\x69\x47\x52\x33\x75\x4e\x34\x45\x78\x41\x49\x58\ -\x54\x34\x76\x46\x77\x75\x6d\x57\x62\x64\x75\x38\x6c\x47\x6a\x34\ -\x46\x71\x72\x32\x4e\x77\x69\x32\x46\x51\x6d\x48\x43\x39\x48\x30\ -\x30\x47\x6c\x32\x43\x61\x47\x30\x57\x61\x69\x75\x42\x20\x79\x6b\ -\x54\x74\x71\x76\x4c\x6f\x42\x56\x54\x4a\x6f\x4b\x72\x36\x33\x63\ -\x48\x42\x63\x52\x76\x30\x67\x35\x59\x75\x33\x64\x66\x41\x5a\x32\ -\x72\x37\x57\x6d\x4e\x62\x53\x4c\x66\x70\x57\x50\x63\x52\x4b\x4b\ -\x2b\x71\x76\x76\x78\x4a\x70\x6c\x53\x61\x4d\x33\x6e\x66\x48\x55\ -\x47\x68\x55\x4e\x69\x4b\x34\x74\x64\x54\x20\x75\x2f\x79\x70\x7a\ -\x52\x76\x39\x48\x76\x78\x31\x48\x42\x69\x4c\x48\x51\x66\x65\x5a\ -\x36\x6e\x43\x59\x51\x4b\x44\x43\x70\x63\x52\x4b\x6a\x76\x39\x2b\ -\x63\x4b\x5a\x6d\x63\x48\x43\x72\x35\x67\x47\x77\x62\x70\x4b\x6e\ -\x6d\x34\x6c\x37\x6d\x70\x72\x46\x38\x46\x73\x59\x38\x34\x44\x56\ -\x6a\x79\x79\x2f\x4c\x6e\x55\x20\x6a\x44\x67\x62\x30\x47\x70\x4d\ -\x49\x59\x73\x41\x58\x4c\x45\x6e\x70\x68\x33\x6e\x6b\x42\x58\x78\ -\x79\x4c\x45\x49\x70\x77\x45\x2f\x57\x68\x47\x50\x4a\x31\x4f\x78\ -\x79\x4b\x2f\x54\x73\x65\x69\x67\x73\x57\x50\x66\x43\x46\x58\x30\ -\x31\x35\x6c\x38\x38\x56\x67\x4e\x32\x68\x54\x4b\x4f\x39\x75\x64\ -\x76\x32\x72\x65\x20\x34\x4d\x4d\x59\x6c\x71\x38\x4d\x44\x44\x79\ -\x36\x55\x36\x4a\x30\x73\x77\x6d\x78\x55\x76\x30\x68\x61\x6e\x64\ -\x6c\x32\x35\x61\x57\x5a\x76\x46\x45\x6f\x66\x52\x74\x36\x73\x4d\ -\x31\x75\x53\x67\x52\x69\x54\x79\x72\x63\x66\x31\x67\x59\x66\x6a\ -\x58\x69\x74\x59\x4b\x71\x4b\x76\x54\x54\x75\x53\x44\x7a\x63\x63\ -\x59\x20\x74\x62\x78\x72\x2f\x42\x69\x49\x47\x72\x32\x75\x4f\x52\ -\x76\x4c\x5a\x74\x65\x50\x71\x45\x71\x4e\x32\x42\x73\x4d\x71\x6e\ -\x6e\x58\x39\x72\x77\x50\x52\x64\x37\x59\x38\x4f\x39\x76\x4e\x4b\ -\x38\x50\x6f\x56\x64\x51\x47\x2b\x34\x70\x31\x77\x77\x4d\x62\x4b\ -\x69\x4c\x43\x76\x5a\x47\x6f\x34\x36\x49\x66\x4c\x6a\x36\x20\x63\ -\x6b\x75\x51\x77\x49\x54\x33\x55\x4f\x37\x73\x2b\x42\x4a\x56\x75\ -\x57\x52\x46\x50\x70\x7a\x4c\x6a\x54\x52\x7a\x74\x30\x51\x74\x6e\ -\x38\x65\x37\x37\x37\x66\x5a\x67\x4e\x32\x75\x61\x39\x39\x6c\x36\ -\x48\x43\x76\x70\x76\x71\x51\x61\x49\x51\x4b\x62\x52\x56\x45\x74\ -\x4c\x50\x7a\x58\x72\x77\x4a\x6d\x61\x2b\x4a\x20\x36\x4e\x46\x39\ -\x75\x63\x4b\x2f\x6a\x6c\x6d\x2b\x52\x43\x58\x34\x6a\x46\x51\x38\ -\x65\x6c\x34\x71\x48\x6a\x6c\x39\x2b\x6d\x71\x6b\x34\x31\x36\x53\ -\x34\x34\x73\x34\x77\x58\x4e\x53\x6d\x6a\x76\x4d\x65\x63\x41\x53\ -\x6a\x46\x39\x55\x74\x6b\x47\x58\x43\x58\x4b\x72\x46\x51\x6e\x38\ -\x41\x74\x67\x69\x79\x6c\x55\x59\x20\x37\x71\x74\x59\x54\x67\x58\ -\x6d\x4b\x58\x70\x62\x52\x64\x33\x72\x42\x54\x6b\x4b\x65\x42\x79\ -\x56\x63\x79\x73\x42\x2b\x65\x39\x6b\x4d\x6a\x6b\x76\x6d\x78\x30\ -\x61\x6e\x4c\x4a\x34\x36\x76\x71\x79\x32\x6a\x55\x67\x6c\x56\x59\ -\x78\x2f\x39\x30\x49\x6d\x56\x4c\x70\x5a\x74\x52\x6a\x72\x6f\x76\ -\x71\x65\x35\x74\x72\x20\x54\x4c\x64\x43\x42\x5a\x46\x33\x56\x31\ -\x38\x47\x6a\x4e\x48\x76\x70\x4e\x4d\x48\x54\x42\x42\x68\x4d\x78\ -\x32\x6a\x6c\x77\x42\x35\x41\x45\x55\x2f\x6b\x48\x61\x36\x58\x39\ -\x61\x34\x76\x6c\x51\x71\x62\x54\x46\x69\x58\x38\x36\x34\x34\x65\ -\x63\x79\x69\x33\x74\x7a\x4f\x68\x71\x64\x55\x4b\x76\x51\x34\x4e\ -\x67\x56\x20\x77\x46\x4d\x41\x71\x72\x77\x32\x6d\x65\x78\x4b\x54\ -\x75\x63\x39\x78\x4f\x4e\x64\x42\x39\x65\x35\x64\x38\x71\x44\x41\ -\x2f\x6e\x53\x39\x59\x33\x72\x45\x30\x37\x58\x69\x30\x52\x71\x51\ -\x31\x34\x5a\x30\x6c\x42\x6e\x59\x37\x59\x73\x72\x74\x69\x76\x67\ -\x79\x36\x71\x37\x76\x2f\x35\x76\x6d\x4b\x78\x33\x6c\x61\x55\x20\ -\x69\x6e\x61\x39\x51\x6b\x58\x50\x72\x36\x37\x37\x33\x55\x43\x68\ -\x31\x4b\x4b\x38\x6b\x58\x4b\x36\x33\x34\x42\x55\x70\x57\x61\x55\ -\x7a\x7a\x52\x6d\x5a\x37\x73\x7a\x42\x67\x63\x33\x44\x6f\x6c\x6e\ -\x4e\x54\x63\x52\x79\x6e\x47\x4a\x37\x75\x35\x4a\x5a\x38\x76\x37\ -\x2b\x76\x6f\x65\x37\x38\x38\x56\x34\x76\x32\x35\x20\x77\x70\x76\ -\x37\x42\x6f\x74\x33\x70\x57\x4c\x52\x39\x33\x59\x59\x48\x56\x4c\ -\x6c\x39\x77\x4c\x66\x45\x65\x54\x6e\x64\x6d\x7a\x2b\x75\x75\x51\ -\x30\x53\x4b\x51\x49\x72\x51\x45\x4c\x35\x6f\x66\x73\x57\x4c\x4f\ -\x52\x78\x71\x78\x69\x31\x67\x4e\x57\x61\x76\x6e\x79\x63\x43\x4b\ -\x79\x2f\x4f\x68\x34\x39\x2f\x4c\x7a\x20\x6b\x70\x47\x75\x44\x34\ -\x4f\x32\x54\x72\x33\x44\x50\x55\x30\x4b\x6c\x41\x77\x4f\x44\x6a\ -\x35\x6f\x6a\x52\x34\x44\x66\x46\x68\x55\x7a\x71\x69\x36\x68\x47\ -\x6a\x41\x6b\x41\x63\x4f\x52\x2b\x56\x74\x6d\x58\x7a\x78\x30\x47\ -\x71\x7a\x36\x4c\x4f\x6c\x55\x70\x6d\x55\x50\x31\x52\x44\x37\x2b\ -\x4c\x46\x2b\x36\x6e\x6f\x20\x79\x31\x72\x58\x79\x4a\x38\x7a\x78\ -\x59\x32\x37\x33\x53\x78\x52\x4d\x77\x7a\x57\x6d\x2b\x59\x57\x77\ -\x76\x4e\x44\x30\x70\x4a\x4a\x5a\x76\x4f\x6c\x6e\x34\x74\x51\x59\ -\x79\x63\x2f\x77\x34\x37\x4e\x2f\x32\x6c\x6a\x6e\x53\x4f\x54\x32\ -\x66\x79\x59\x43\x47\x64\x57\x65\x56\x65\x69\x63\x46\x30\x36\x47\ -\x70\x35\x51\x20\x4f\x4f\x2f\x50\x6a\x7a\x79\x41\x6d\x68\x63\x77\ -\x62\x67\x43\x52\x55\x4c\x46\x2f\x37\x6f\x6d\x47\x36\x77\x37\x4e\ -\x67\x34\x4d\x62\x68\x78\x52\x71\x7a\x62\x67\x64\x70\x6d\x4b\x75\ -\x5a\x65\x70\x37\x53\x51\x4a\x57\x50\x6b\x74\x31\x5a\x6c\x61\x4e\ -\x66\x49\x51\x47\x47\x6b\x45\x38\x33\x6e\x57\x77\x51\x62\x35\x4e\ -\x20\x72\x65\x56\x48\x37\x64\x73\x61\x5a\x5a\x69\x54\x54\x76\x66\ -\x48\x71\x61\x6c\x36\x4b\x41\x39\x71\x71\x4c\x4d\x2b\x37\x45\x30\ -\x37\x34\x55\x4d\x51\x71\x54\x35\x77\x74\x47\x51\x71\x39\x6c\x55\ -\x30\x44\x58\x57\x71\x68\x4e\x68\x50\x34\x5a\x32\x67\x75\x47\x43\ -\x73\x76\x5a\x72\x6e\x37\x67\x5a\x42\x2f\x4e\x72\x56\x20\x42\x48\ -\x48\x39\x66\x51\x37\x48\x59\x51\x46\x53\x38\x65\x67\x33\x52\x66\ -\x67\x59\x30\x4b\x48\x77\x62\x5a\x43\x33\x56\x31\x38\x76\x43\x46\ -\x68\x2b\x4f\x5a\x57\x31\x6e\x69\x76\x42\x57\x2f\x42\x6d\x71\x35\ -\x75\x57\x79\x34\x75\x6d\x2b\x52\x5a\x6d\x42\x44\x76\x64\x67\x52\ -\x2b\x50\x78\x77\x2b\x51\x79\x74\x59\x6b\x20\x4b\x6b\x6b\x78\x6b\ -\x6b\x52\x4a\x34\x67\x32\x35\x6b\x75\x72\x39\x66\x38\x72\x5a\x4f\ -\x30\x45\x2f\x4e\x56\x42\x61\x2f\x2b\x35\x32\x32\x36\x52\x6a\x7a\ -\x6c\x72\x51\x67\x31\x48\x57\x49\x79\x78\x58\x34\x5a\x58\x5a\x58\ -\x50\x48\x48\x4b\x78\x77\x6e\x57\x68\x47\x2b\x6a\x50\x4c\x42\x54\ -\x4b\x48\x51\x74\x6c\x45\x35\x20\x33\x68\x31\x2b\x6f\x77\x67\x74\ -\x64\x53\x6f\x52\x65\x65\x31\x41\x63\x64\x66\x30\x6a\x6d\x30\x76\ -\x30\x6b\x37\x6b\x46\x6b\x56\x50\x41\x4d\x61\x73\x6c\x65\x63\x4d\ -\x6c\x6b\x70\x2f\x62\x31\x79\x66\x54\x43\x62\x6e\x47\x58\x66\x30\ -\x7a\x36\x72\x55\x2b\x67\x2b\x2f\x6e\x79\x30\x4d\x76\x5a\x71\x47\ -\x34\x4e\x41\x54\x20\x44\x5a\x2f\x59\x34\x43\x51\x39\x68\x75\x6f\ -\x62\x73\x38\x58\x68\x43\x57\x71\x71\x69\x55\x6a\x6b\x63\x47\x50\ -\x30\x4e\x31\x41\x33\x71\x56\x42\x55\x72\x71\x6d\x59\x77\x4d\x65\ -\x71\x35\x67\x59\x6d\x35\x58\x54\x39\x46\x75\x54\x35\x31\x66\x56\ -\x66\x79\x78\x61\x47\x4c\x6d\x41\x53\x5a\x59\x75\x6b\x30\x2f\x58\ -\x42\x20\x75\x6b\x43\x64\x38\x71\x64\x73\x63\x65\x6a\x34\x32\x6a\ -\x57\x6c\x48\x4f\x64\x51\x63\x48\x38\x4a\x4f\x4e\x35\x36\x75\x54\ -\x70\x62\x4c\x4e\x58\x72\x6a\x43\x6d\x6e\x36\x31\x4b\x51\x54\x31\ -\x56\x66\x56\x6b\x43\x50\x71\x66\x61\x36\x30\x52\x75\x4e\x4f\x71\ -\x36\x34\x66\x38\x41\x54\x4e\x39\x79\x69\x32\x42\x4f\x62\x20\x72\ -\x64\x4a\x58\x72\x6c\x7a\x5a\x73\x65\x58\x78\x54\x62\x66\x55\x31\ -\x46\x70\x56\x35\x47\x79\x66\x6e\x73\x4c\x64\x48\x5a\x4b\x49\x68\ -\x42\x38\x47\x6d\x71\x57\x43\x63\x6f\x4f\x6c\x6b\x53\x52\x74\x46\ -\x45\x58\x53\x73\x64\x69\x52\x69\x4c\x30\x4c\x65\x4e\x69\x34\x6e\ -\x4e\x69\x59\x6d\x66\x62\x47\x49\x69\x2b\x78\x20\x49\x6a\x65\x68\ -\x2b\x72\x70\x4d\x76\x76\x52\x66\x37\x53\x34\x67\x47\x51\x6e\x2f\ -\x56\x71\x47\x5a\x73\x46\x30\x47\x31\x67\x6e\x30\x57\x79\x45\x6a\ -\x4b\x76\x31\x59\x2b\x6f\x30\x78\x6d\x51\x55\x48\x48\x4a\x43\x64\ -\x36\x55\x6d\x73\x4b\x51\x4e\x57\x4f\x6e\x33\x41\x49\x68\x30\x4e\ -\x4a\x56\x55\x6c\x61\x5a\x57\x6b\x20\x4d\x61\x53\x73\x6b\x68\x52\ -\x49\x34\x76\x33\x35\x61\x54\x39\x76\x46\x77\x7a\x36\x77\x6d\x78\ -\x70\x66\x55\x75\x66\x56\x2f\x30\x61\x48\x4f\x64\x41\x52\x4e\x63\ -\x42\x39\x36\x41\x73\x51\x62\x79\x47\x61\x59\x57\x4d\x71\x50\x37\ -\x59\x42\x4c\x69\x2b\x4a\x68\x50\x62\x44\x76\x48\x49\x38\x74\x75\ -\x6b\x74\x61\x66\x75\x20\x69\x57\x30\x75\x33\x52\x4f\x4e\x4b\x48\ -\x64\x66\x39\x4d\x61\x37\x56\x72\x70\x57\x31\x67\x43\x64\x51\x44\ -\x61\x67\x35\x72\x6a\x47\x47\x78\x41\x38\x32\x57\x67\x33\x4b\x48\ -\x38\x47\x44\x67\x52\x51\x2b\x4d\x47\x53\x38\x4e\x42\x72\x47\x76\ -\x57\x69\x30\x6b\x37\x33\x6d\x59\x72\x38\x63\x46\x7a\x63\x6a\x71\ -\x2b\x48\x20\x72\x4c\x78\x33\x58\x59\x4e\x51\x6f\x65\x4d\x34\x30\ -\x52\x44\x75\x44\x78\x6a\x76\x74\x51\x4f\x76\x69\x66\x68\x6e\x69\ -\x76\x30\x56\x71\x67\x38\x4b\x38\x6a\x31\x71\x53\x71\x67\x69\x31\ -\x77\x63\x36\x74\x37\x32\x68\x72\x32\x39\x43\x44\x36\x5a\x4a\x4f\ -\x31\x30\x66\x56\x2b\x52\x64\x65\x50\x66\x62\x52\x74\x66\x59\x20\ -\x5a\x31\x66\x72\x53\x35\x4b\x4f\x52\x63\x35\x58\x31\x53\x38\x78\ -\x58\x72\x66\x36\x33\x59\x4c\x39\x46\x35\x2b\x32\x64\x75\x33\x61\ -\x73\x55\x67\x6b\x73\x71\x44\x54\x36\x4e\x65\x41\x4f\x6b\x6c\x52\ -\x6b\x58\x63\x50\x46\x45\x71\x66\x67\x6d\x72\x37\x7a\x56\x6a\x67\ -\x44\x31\x57\x48\x5a\x78\x65\x52\x4d\x37\x50\x35\x20\x30\x73\x2b\ -\x62\x50\x37\x4e\x6b\x4e\x48\x4b\x31\x69\x46\x35\x59\x2b\x79\x77\ -\x47\x43\x6b\x4f\x37\x68\x45\x4f\x30\x73\x34\x68\x48\x6c\x6e\x2f\ -\x51\x52\x35\x55\x55\x78\x54\x36\x76\x6e\x65\x74\x79\x4f\x75\x37\ -\x38\x42\x2b\x67\x58\x51\x4a\x2b\x58\x79\x5a\x55\x6d\x62\x4c\x63\ -\x61\x67\x72\x6c\x34\x64\x46\x54\x52\x20\x2f\x38\x7a\x6d\x53\x6d\ -\x32\x70\x45\x6f\x6e\x75\x38\x48\x76\x78\x73\x72\x4c\x70\x77\x67\ -\x49\x46\x6f\x42\x2f\x49\x69\x4e\x4a\x76\x6a\x66\x53\x72\x6c\x59\ -\x79\x45\x51\x76\x32\x35\x58\x47\x36\x37\x70\x62\x59\x6e\x44\x56\ -\x6a\x4a\x53\x4e\x65\x48\x46\x58\x30\x62\x31\x64\x61\x46\x57\x63\ -\x53\x6f\x61\x30\x49\x48\x20\x74\x4a\x4e\x43\x37\x6f\x6c\x48\x58\ -\x36\x33\x4b\x74\x31\x56\x34\x74\x61\x68\x63\x6a\x6e\x41\x39\x79\ -\x6b\x4c\x51\x31\x7a\x4d\x75\x43\x2f\x50\x44\x54\x4c\x37\x6f\x4e\ -\x39\x7a\x30\x6a\x68\x45\x4f\x4c\x36\x38\x45\x47\x4b\x4a\x31\x36\ -\x50\x4c\x31\x77\x64\x4c\x49\x4c\x68\x63\x6d\x32\x78\x36\x6b\x59\ -\x39\x32\x58\x20\x71\x50\x4a\x5a\x41\x49\x46\x2f\x56\x49\x77\x39\ -\x76\x62\x6e\x41\x37\x47\x55\x65\x39\x76\x64\x41\x74\x66\x34\x6b\ -\x64\x34\x72\x6c\x6c\x59\x32\x69\x69\x4f\x6c\x49\x35\x43\x51\x31\ -\x2f\x4b\x52\x65\x46\x34\x4a\x48\x46\x66\x32\x43\x73\x65\x61\x2f\ -\x61\x74\x75\x74\x68\x75\x42\x67\x74\x50\x74\x64\x43\x4f\x2f\x48\ -\x20\x58\x32\x6e\x55\x4d\x76\x45\x7a\x48\x52\x62\x68\x30\x77\x62\ -\x33\x5a\x78\x57\x43\x68\x34\x6a\x71\x42\x34\x48\x36\x42\x49\x43\ -\x6f\x66\x4d\x76\x4d\x58\x33\x42\x42\x65\x63\x75\x57\x67\x34\x33\ -\x68\x61\x74\x44\x47\x46\x70\x38\x62\x41\x76\x4d\x57\x6e\x74\x76\ -\x58\x31\x7a\x65\x57\x63\x4c\x70\x66\x61\x74\x42\x50\x20\x30\x53\ -\x67\x4c\x72\x58\x77\x75\x57\x78\x78\x36\x70\x2f\x63\x5a\x64\x42\ -\x32\x70\x4b\x6a\x66\x67\x7a\x52\x69\x71\x4b\x68\x63\x4e\x46\x49\ -\x64\x61\x5a\x74\x4f\x53\x73\x65\x37\x50\x69\x66\x4b\x4f\x36\x73\ -\x76\x2f\x48\x62\x56\x79\x39\x46\x79\x35\x64\x63\x38\x30\x6b\x6c\ -\x31\x64\x53\x54\x57\x61\x6f\x66\x56\x33\x20\x2b\x2b\x58\x42\x30\ -\x73\x6a\x46\x6b\x2b\x33\x58\x45\x34\x2b\x2b\x57\x65\x45\x72\x61\ -\x75\x58\x5a\x32\x55\x4a\x68\x67\x71\x70\x46\x4f\x68\x59\x37\x41\ -\x72\x46\x2f\x45\x2b\x57\x7a\x2f\x66\x6e\x69\x2f\x32\x74\x33\x2f\ -\x6e\x68\x6b\x32\x62\x47\x43\x6d\x5a\x59\x38\x7a\x54\x53\x78\x43\ -\x63\x67\x6f\x39\x43\x4e\x65\x20\x51\x45\x4d\x6b\x55\x31\x5a\x7a\ -\x2f\x32\x51\x4b\x76\x35\x4d\x47\x72\x45\x51\x6b\x66\x44\x65\x65\ -\x6c\x76\x54\x73\x51\x72\x68\x74\x73\x44\x69\x79\x75\x74\x30\x6d\ -\x36\x5a\x6a\x7a\x54\x64\x43\x58\x41\x5a\x63\x42\x31\x30\x68\x48\ -\x4a\x64\x7a\x66\x50\x37\x49\x2b\x48\x59\x76\x6d\x55\x4e\x61\x4a\ -\x79\x4e\x2b\x74\x20\x36\x46\x2b\x7a\x75\x65\x4a\x50\x4a\x6a\x76\ -\x47\x5a\x4d\x4e\x42\x46\x55\x37\x4b\x46\x55\x64\x2b\x76\x39\x50\ -\x76\x59\x34\x36\x52\x63\x72\x71\x75\x41\x71\x6b\x70\x56\x47\x35\ -\x53\x6b\x62\x63\x4d\x35\x45\x73\x2f\x6f\x6d\x46\x6f\x45\x49\x2f\ -\x48\x44\x77\x6a\x59\x73\x65\x76\x48\x68\x32\x33\x79\x47\x47\x4b\ -\x76\x20\x57\x4c\x44\x66\x6b\x71\x74\x71\x71\x58\x6f\x38\x48\x6b\ -\x34\x62\x61\x37\x34\x72\x63\x48\x54\x44\x34\x52\x58\x6b\x4c\x75\ -\x43\x50\x43\x78\x66\x4d\x76\x2f\x75\x51\x77\x77\x37\x66\x45\x4f\ -\x6b\x4f\x72\x37\x7a\x2f\x67\x66\x74\x66\x38\x2f\x43\x36\x64\x54\ -\x4e\x78\x54\x32\x7a\x41\x6b\x33\x4f\x70\x42\x7a\x70\x46\x20\x72\ -\x30\x55\x44\x56\x78\x6e\x73\x43\x53\x71\x38\x68\x6f\x6d\x61\x34\ -\x71\x34\x67\x37\x38\x38\x55\x53\x6c\x64\x47\x6f\x39\x45\x6c\x48\ -\x61\x4b\x58\x67\x62\x34\x56\x37\x32\x46\x56\x55\x64\x45\x33\x4e\ -\x73\x76\x42\x39\x49\x54\x44\x79\x7a\x55\x6f\x58\x31\x53\x52\x66\ -\x36\x38\x75\x2b\x71\x63\x4e\x6c\x45\x38\x63\x20\x48\x4e\x77\x34\ -\x39\x31\x62\x50\x4d\x34\x68\x45\x64\x2f\x67\x50\x56\x56\x58\x64\ -\x52\x6f\x77\x4d\x6c\x6b\x61\x69\x54\x45\x4a\x52\x53\x44\x76\x4f\ -\x67\x52\x6a\x39\x4a\x33\x42\x6a\x4a\x6c\x64\x38\x4f\x64\x56\x37\ -\x70\x43\x63\x65\x4f\x55\x61\x52\x62\x77\x47\x39\x78\x73\x67\x4a\ -\x56\x61\x66\x30\x53\x62\x46\x79\x20\x35\x63\x71\x4f\x4a\x7a\x64\ -\x76\x33\x49\x79\x2f\x56\x2b\x48\x4d\x51\x58\x68\x67\x73\x44\x68\ -\x79\x69\x50\x38\x71\x48\x79\x78\x62\x74\x6d\x79\x66\x42\x53\x48\ -\x7a\x4b\x44\x4f\x76\x5a\x66\x32\x45\x77\x41\x43\x51\x52\x63\x68\ -\x61\x53\x39\x59\x59\x65\x39\x74\x41\x63\x55\x4e\x62\x43\x65\x4e\ -\x30\x4c\x4a\x6f\x44\x20\x2f\x71\x7a\x51\x4a\x2f\x42\x2b\x4d\x45\ -\x64\x5a\x61\x38\x76\x47\x73\x45\x5a\x56\x33\x35\x51\x74\x6c\x4b\ -\x62\x55\x7a\x30\x70\x45\x6c\x2f\x38\x4b\x62\x53\x6b\x51\x62\x6c\ -\x72\x61\x50\x64\x4c\x6c\x4a\x36\x32\x37\x4a\x79\x44\x74\x52\x43\ -\x35\x58\x74\x47\x46\x71\x58\x2b\x34\x55\x34\x55\x74\x6a\x61\x6d\ -\x36\x71\x20\x5a\x61\x79\x72\x56\x68\x46\x36\x5a\x4b\x54\x72\x50\ -\x59\x4b\x38\x6a\x35\x72\x64\x75\x44\x4b\x69\x68\x6d\x73\x4e\x65\ -\x6d\x4d\x6d\x50\x37\x78\x6d\x4e\x5a\x69\x42\x61\x50\x64\x62\x78\ -\x65\x4f\x77\x37\x54\x4b\x74\x6f\x30\x6e\x77\x75\x43\x6f\x66\x4d\ -\x73\x49\x47\x56\x45\x39\x54\x6b\x56\x4f\x42\x57\x6b\x76\x51\x20\ -\x65\x6b\x46\x66\x6d\x79\x6b\x4d\x2f\x36\x71\x32\x38\x61\x70\x56\ -\x68\x44\x61\x4e\x64\x4a\x38\x50\x58\x41\x6c\x55\x5a\x5a\x2f\x6c\ -\x54\x6b\x4b\x56\x6c\x32\x61\x7a\x63\x36\x4d\x43\x4d\x70\x75\x49\ -\x52\x38\x49\x58\x43\x37\x54\x34\x4b\x6b\x34\x31\x4c\x45\x7a\x46\ -\x6f\x31\x38\x56\x65\x42\x50\x43\x4f\x70\x51\x63\x20\x58\x72\x33\ -\x77\x58\x77\x43\x6d\x6b\x31\x33\x56\x6b\x4f\x67\x4f\x2f\x78\x4c\ -\x42\x56\x2f\x6c\x6a\x42\x75\x46\x75\x63\x31\x6e\x6b\x56\x36\x62\ -\x78\x44\x56\x69\x4a\x61\x50\x68\x45\x6c\x42\x33\x4a\x4f\x72\x59\ -\x42\x41\x79\x41\x44\x71\x67\x77\x67\x44\x43\x42\x6b\x31\x53\x58\ -\x62\x43\x51\x4e\x39\x77\x38\x4d\x62\x20\x70\x6a\x70\x41\x4d\x39\ -\x4b\x4f\x63\x77\x69\x69\x39\x36\x46\x79\x72\x73\x42\x6d\x46\x66\ -\x30\x56\x33\x70\x52\x36\x43\x4d\x68\x74\x63\x2f\x57\x77\x71\x56\ -\x4c\x38\x64\x50\x71\x41\x52\x65\x36\x32\x6a\x68\x47\x59\x36\x4d\ -\x36\x69\x36\x4c\x64\x7a\x70\x66\x58\x6e\x62\x2b\x38\x31\x37\x55\ -\x35\x49\x78\x53\x49\x76\x20\x46\x74\x57\x72\x47\x77\x77\x73\x41\ -\x4c\x61\x43\x33\x67\x75\x79\x46\x6d\x47\x39\x71\x6a\x78\x75\x30\ -\x47\x63\x72\x2b\x44\x57\x63\x62\x30\x44\x6b\x44\x36\x72\x32\x48\ -\x36\x4b\x79\x48\x78\x36\x33\x5a\x30\x65\x66\x6f\x46\x75\x42\x48\ -\x4d\x68\x6d\x52\x44\x30\x53\x73\x4d\x6f\x2b\x6f\x41\x63\x78\x77\ -\x36\x55\x46\x20\x67\x65\x74\x47\x31\x62\x79\x74\x57\x43\x77\x2b\ -\x41\x76\x43\x73\x67\x77\x36\x4b\x50\x4c\x72\x6c\x38\x64\x65\x4b\ -\x63\x6d\x47\x6a\x6d\x51\x63\x71\x31\x32\x69\x6f\x34\x35\x32\x37\ -\x4d\x35\x74\x39\x65\x35\x43\x4f\x52\x4f\x49\x75\x62\x6f\x73\x33\ -\x70\x73\x4b\x56\x75\x64\x4c\x49\x70\x4e\x49\x7a\x4b\x31\x65\x75\ -\x20\x37\x4e\x6a\x36\x78\x4b\x4f\x66\x42\x43\x36\x6b\x2b\x6a\x74\ -\x51\x2b\x49\x73\x52\x2b\x58\x54\x2f\x59\x4d\x47\x58\x79\x54\x34\ -\x5a\x76\x49\x6d\x32\x53\x67\x71\x74\x70\x44\x41\x6b\x55\x64\x4b\ -\x6f\x4a\x42\x48\x53\x65\x48\x56\x74\x50\x32\x76\x37\x37\x59\x51\ -\x65\x34\x32\x64\x76\x35\x68\x2b\x77\x4a\x69\x2b\x75\x20\x6a\x65\ -\x45\x78\x58\x67\x65\x67\x47\x70\x43\x73\x44\x6d\x44\x49\x45\x4c\ -\x51\x44\x73\x35\x46\x75\x39\x38\x51\x69\x72\x31\x54\x6b\x68\x36\ -\x69\x73\x79\x42\x51\x4b\x44\x36\x66\x69\x30\x62\x4e\x45\x65\x5a\ -\x6b\x67\x47\x38\x65\x51\x54\x39\x54\x73\x75\x4e\x73\x68\x47\x51\ -\x6d\x2f\x55\x71\x46\x6c\x56\x6b\x6a\x51\x20\x4d\x77\x5a\x4b\x36\ -\x31\x73\x36\x2b\x66\x63\x30\x39\x50\x59\x75\x33\x73\x38\x64\x37\ -\x58\x67\x54\x4b\x76\x39\x42\x62\x61\x5a\x74\x37\x76\x42\x48\x56\ -\x61\x34\x4c\x47\x76\x64\x33\x66\x66\x6e\x31\x57\x66\x77\x56\x44\ -\x79\x51\x52\x69\x54\x7a\x54\x69\x4c\x34\x4d\x7a\x38\x68\x67\x6d\ -\x63\x38\x32\x30\x30\x59\x34\x20\x33\x50\x57\x50\x66\x52\x62\x73\ -\x63\x31\x76\x48\x76\x49\x36\x4f\x72\x64\x75\x65\x32\x6d\x66\x4c\ -\x31\x74\x48\x55\x68\x76\x58\x72\x44\x31\x64\x72\x47\x35\x76\x5a\ -\x2f\x79\x35\x71\x4c\x73\x30\x55\x69\x33\x76\x63\x63\x48\x38\x71\ -\x4a\x43\x4c\x68\x65\x32\x6d\x31\x34\x62\x70\x33\x73\x44\x54\x79\ -\x4c\x4c\x2f\x74\x20\x47\x39\x48\x62\x75\x33\x67\x2f\x4d\x37\x62\ -\x50\x55\x74\x76\x78\x35\x4d\x62\x6d\x79\x5a\x48\x65\x61\x44\x54\ -\x53\x50\x49\x47\x7a\x51\x39\x65\x58\x57\x4e\x71\x74\x5a\x5a\x4e\ -\x47\x53\x52\x6b\x78\x42\x79\x72\x61\x71\x30\x71\x76\x43\x4c\x33\ -\x55\x73\x39\x37\x32\x55\x48\x68\x62\x72\x6a\x54\x53\x34\x75\x73\ -\x77\x20\x53\x63\x42\x61\x66\x6a\x30\x69\x7a\x64\x49\x72\x2f\x7a\ -\x74\x59\x47\x6a\x6d\x63\x4f\x5a\x62\x67\x36\x49\x6c\x46\x50\x36\ -\x4e\x77\x73\x51\x32\x45\x46\x75\x33\x6f\x55\x7a\x49\x5a\x44\x58\ -\x39\x56\x74\x63\x58\x78\x34\x79\x6e\x58\x68\x4a\x5a\x4e\x35\x58\ -\x75\x34\x68\x38\x48\x30\x52\x4d\x4f\x72\x72\x5a\x68\x66\x20\x4d\ -\x4e\x74\x31\x42\x72\x67\x62\x34\x5a\x4c\x70\x61\x6f\x54\x58\x34\ -\x44\x6a\x4f\x2f\x43\x43\x56\x53\x77\x57\x35\x6a\x4a\x6d\x32\x43\ -\x77\x4e\x46\x2b\x54\x50\x6f\x6c\x37\x4c\x46\x34\x52\x76\x59\x6a\ -\x65\x52\x69\x5a\x68\x4b\x4a\x53\x4e\x64\x48\x51\x4a\x76\x62\x6a\ -\x74\x51\x47\x58\x43\x65\x66\x33\x7a\x6a\x6c\x20\x41\x78\x79\x38\ -\x70\x75\x67\x46\x78\x68\x78\x6c\x73\x63\x63\x42\x78\x79\x45\x63\ -\x44\x63\x77\x4c\x62\x52\x31\x62\x39\x4e\x44\x47\x6a\x64\x4e\x77\ -\x4d\x64\x6f\x78\x4f\x49\x36\x7a\x4f\x45\x53\x6c\x31\x31\x72\x74\ -\x56\x62\x52\x58\x52\x41\x35\x45\x4f\x51\x56\x6f\x62\x75\x72\x2f\ -\x72\x38\x48\x53\x53\x49\x73\x63\x20\x6b\x72\x2b\x52\x71\x6f\x67\ -\x66\x38\x2f\x55\x65\x35\x6a\x70\x59\x4f\x63\x36\x4c\x46\x4c\x30\ -\x41\x43\x42\x71\x33\x38\x71\x65\x65\x57\x50\x52\x57\x46\x57\x34\ -\x31\x48\x56\x74\x76\x62\x33\x6f\x36\x74\x49\x55\x71\x4a\x2f\x6f\ -\x73\x76\x76\x56\x70\x46\x71\x77\x34\x61\x4f\x6e\x53\x68\x57\x4f\ -\x59\x79\x35\x6b\x59\x20\x72\x43\x79\x77\x42\x70\x57\x2f\x71\x65\ -\x67\x36\x68\x56\x7a\x41\x79\x41\x5a\x62\x59\x57\x4d\x48\x62\x4e\ -\x77\x57\x44\x45\x37\x5a\x53\x32\x61\x30\x63\x70\x78\x34\x4f\x75\ -\x45\x42\x41\x42\x47\x2b\x59\x6a\x6f\x58\x76\x74\x31\x58\x46\x6d\ -\x59\x4b\x56\x44\x2f\x7a\x6a\x2f\x54\x45\x77\x6a\x2b\x31\x61\x6e\ -\x34\x43\x20\x4e\x46\x71\x6f\x44\x79\x4a\x38\x48\x79\x57\x4f\x6b\ -\x6b\x53\x49\x34\x76\x55\x64\x74\x69\x68\x48\x2b\x45\x42\x56\x39\ -\x62\x55\x44\x78\x65\x48\x64\x51\x73\x74\x73\x4e\x6d\x45\x74\x76\ -\x7a\x43\x47\x35\x6f\x41\x6c\x78\x67\x32\x63\x41\x72\x37\x36\x56\ -\x51\x41\x6b\x45\x74\x33\x2f\x47\x6c\x44\x35\x64\x35\x54\x6e\x20\ -\x41\x30\x64\x5a\x62\x46\x33\x33\x54\x4b\x43\x6b\x63\x50\x76\x59\ -\x76\x6d\x59\x42\x47\x36\x64\x6a\x75\x37\x5a\x6a\x4b\x42\x51\x4b\ -\x6d\x34\x43\x37\x71\x6e\x2f\x65\x64\x55\x58\x43\x31\x39\x4c\x71\ -\x71\x2b\x43\x62\x4c\x62\x59\x45\x72\x49\x4f\x57\x4c\x74\x31\x33\ -\x47\x37\x51\x30\x74\x43\x72\x38\x76\x58\x6e\x5a\x20\x62\x43\x49\ -\x64\x69\x35\x78\x64\x6c\x62\x58\x6f\x41\x50\x6b\x48\x71\x6a\x45\ -\x56\x33\x6f\x6e\x79\x54\x6a\x73\x36\x33\x30\x33\x48\x6f\x76\x65\ -\x6f\x79\x4b\x32\x6f\x76\x64\x6c\x50\x71\x37\x75\x47\x61\x44\x54\ -\x71\x6f\x42\x55\x66\x68\x55\x61\x5a\x30\x75\x35\x6f\x54\x38\x4a\ -\x42\x53\x35\x66\x75\x4f\x7a\x59\x2f\x20\x39\x4f\x73\x47\x4b\x2f\ -\x75\x74\x4b\x4a\x38\x4c\x75\x50\x72\x46\x48\x61\x6b\x64\x31\x75\ -\x44\x52\x49\x2f\x52\x62\x31\x49\x49\x56\x66\x44\x47\x54\x48\x35\ -\x72\x53\x52\x58\x73\x71\x39\x4f\x64\x48\x48\x6c\x67\x52\x69\x52\ -\x78\x62\x4e\x76\x70\x62\x78\x6d\x2f\x4f\x4f\x42\x72\x34\x55\x62\ -\x4d\x61\x70\x75\x4d\x34\x20\x38\x7a\x75\x74\x58\x61\x6f\x42\x44\ -\x61\x4f\x36\x58\x44\x31\x72\x2b\x66\x6b\x71\x4a\x41\x55\x35\x47\ -\x6a\x67\x42\x36\x42\x43\x52\x61\x39\x4f\x78\x37\x6d\x66\x61\x51\ -\x4f\x64\x37\x6e\x69\x34\x31\x4b\x7a\x2f\x6b\x68\x34\x66\x76\x54\ -\x6b\x54\x43\x6a\x39\x44\x71\x36\x50\x30\x43\x32\x67\x53\x73\x67\ -\x4a\x58\x6e\x20\x41\x72\x56\x4a\x6d\x67\x46\x46\x62\x30\x66\x6c\ -\x64\x73\x48\x63\x33\x75\x2b\x6a\x61\x6a\x46\x58\x55\x4f\x51\x68\ -\x61\x65\x57\x39\x72\x73\x41\x62\x41\x55\x35\x59\x30\x52\x4b\x77\ -\x74\x6e\x61\x59\x51\x38\x57\x33\x7a\x55\x4b\x6e\x4a\x47\x62\x4f\ -\x46\x48\x70\x69\x30\x66\x4d\x56\x76\x6f\x42\x48\x59\x2f\x69\x63\ -\x20\x69\x48\x36\x70\x50\x31\x2f\x38\x61\x6d\x2b\x38\x36\x32\x43\ -\x72\x67\x65\x4f\x41\x34\x34\x48\x6a\x52\x66\x56\x53\x34\x4e\x6e\ -\x55\x5a\x59\x42\x62\x45\x62\x44\x6c\x31\x55\x6a\x72\x79\x4e\x63\ -\x59\x6e\x6c\x59\x42\x61\x32\x78\x2b\x78\x7a\x64\x52\x72\x51\x57\ -\x72\x4c\x46\x5a\x65\x4e\x42\x4d\x57\x56\x61\x37\x59\x20\x4c\x31\ -\x43\x56\x34\x6c\x48\x34\x61\x62\x59\x77\x39\x49\x34\x70\x64\x70\ -\x6b\x32\x31\x70\x56\x4b\x47\x33\x75\x37\x75\x6c\x37\x6f\x42\x75\ -\x56\x75\x50\x50\x31\x32\x41\x66\x63\x44\x77\x4d\x73\x62\x74\x36\ -\x74\x6d\x5a\x66\x6e\x71\x58\x77\x73\x53\x69\x61\x58\x64\x78\x67\ -\x31\x39\x47\x6a\x68\x58\x6c\x62\x65\x4c\x20\x4f\x33\x71\x6b\x34\ -\x7a\x67\x76\x72\x6a\x37\x4e\x6e\x34\x35\x51\x38\x57\x62\x4e\x6d\ -\x31\x56\x50\x56\x72\x66\x62\x53\x64\x54\x63\x72\x70\x36\x55\x2b\ -\x7a\x57\x5a\x66\x4f\x6d\x69\x64\x74\x76\x4f\x4a\x52\x52\x39\x30\ -\x4b\x63\x32\x74\x53\x41\x64\x69\x63\x53\x61\x7a\x5a\x52\x39\x39\ -\x4d\x7a\x46\x31\x77\x35\x71\x20\x2f\x70\x69\x64\x55\x67\x4e\x36\ -\x4a\x74\x43\x54\x69\x4a\x36\x6f\x63\x4a\x55\x59\x7a\x72\x51\x71\ -\x39\x77\x41\x6f\x4c\x41\x36\x48\x77\x77\x76\x37\x63\x73\x50\x2f\ -\x79\x4f\x53\x4c\x58\x38\x6e\x6b\x69\x32\x64\x6e\x38\x73\x57\x49\ -\x75\x76\x6f\x76\x78\x74\x44\x32\x42\x79\x51\x69\x71\x33\x30\x57\ -\x50\x35\x34\x74\x20\x44\x4c\x66\x34\x32\x4f\x32\x70\x53\x45\x61\ -\x37\x33\x34\x35\x71\x39\x55\x65\x75\x66\x52\x71\x73\x48\x44\x30\ -\x54\x77\x63\x70\x54\x37\x71\x51\x6d\x59\x5a\x4b\x33\x4a\x6c\x52\ -\x7a\x38\x70\x6b\x78\x65\x4e\x6d\x66\x76\x70\x78\x78\x44\x74\x47\ -\x5a\x66\x6c\x4c\x51\x37\x54\x41\x34\x75\x48\x45\x6f\x57\x78\x68\ -\x36\x20\x6c\x58\x70\x31\x4d\x56\x43\x4f\x43\x57\x46\x2f\x35\x57\ -\x6c\x6e\x50\x54\x32\x68\x71\x46\x2f\x74\x73\x43\x76\x5a\x4e\x58\ -\x6b\x6a\x65\x6e\x2b\x68\x30\x4f\x63\x4e\x2f\x58\x53\x6e\x35\x4d\ -\x56\x6e\x47\x67\x45\x43\x76\x6e\x32\x38\x46\x53\x6f\x48\x4e\x53\ -\x2f\x7a\x43\x56\x6a\x71\x70\x79\x4a\x59\x6e\x4d\x31\x43\x20\x58\ -\x41\x32\x39\x30\x61\x69\x6a\x6c\x68\x75\x41\x44\x2f\x59\x50\x46\ -\x6d\x38\x78\x42\x6b\x39\x31\x55\x76\x6e\x34\x77\x6f\x37\x67\x35\ -\x6c\x51\x38\x65\x6b\x66\x61\x69\x58\x77\x69\x48\x59\x38\x2b\x48\ -\x7a\x77\x46\x7a\x4b\x6c\x61\x63\x67\x53\x4f\x38\x6c\x6e\x38\x52\ -\x37\x62\x44\x61\x48\x56\x33\x52\x69\x49\x53\x20\x4f\x56\x79\x45\ -\x61\x69\x4f\x76\x50\x47\x59\x44\x38\x75\x4a\x47\x53\x5a\x61\x64\ -\x51\x2b\x44\x6a\x56\x43\x64\x6d\x52\x50\x58\x43\x48\x57\x6d\x6c\ -\x6d\x41\x36\x79\x68\x65\x47\x37\x55\x4b\x6b\x31\x62\x5a\x75\x41\ -\x72\x51\x61\x65\x37\x63\x52\x41\x6f\x66\x52\x4a\x30\x43\x39\x37\ -\x72\x2f\x54\x5a\x70\x72\x4b\x74\x20\x70\x59\x33\x6c\x36\x51\x49\ -\x52\x38\x65\x56\x63\x61\x59\x43\x56\x37\x66\x5a\x54\x75\x45\x32\ -\x51\x77\x39\x6e\x31\x4a\x73\x70\x31\x4c\x4f\x6b\x75\x39\x55\x4d\ -\x72\x46\x31\x49\x77\x42\x7a\x59\x76\x38\x37\x6c\x6f\x6e\x77\x78\ -\x4c\x61\x44\x47\x78\x6e\x41\x31\x59\x49\x35\x39\x43\x47\x59\x37\ -\x6e\x69\x39\x35\x30\x20\x70\x75\x70\x78\x77\x4d\x4d\x69\x58\x49\ -\x42\x79\x75\x79\x6a\x50\x52\x65\x51\x79\x6c\x47\x6d\x6c\x73\x35\ -\x46\x49\x5a\x49\x46\x43\x79\x39\x4e\x61\x6c\x44\x2f\x50\x37\x4a\ -\x58\x76\x4d\x68\x69\x76\x76\x63\x55\x6a\x68\x41\x70\x63\x4e\x44\ -\x67\x34\x39\x4f\x41\x55\x2b\x30\x77\x4c\x71\x58\x6a\x6b\x42\x59\ -\x4a\x57\x20\x4a\x79\x76\x6b\x7a\x6b\x78\x78\x32\x45\x39\x65\x5a\ -\x4d\x59\x67\x79\x69\x63\x5a\x66\x34\x69\x63\x48\x5a\x74\x61\x75\ -\x74\x63\x58\x69\x63\x4c\x77\x4f\x36\x69\x61\x56\x69\x6a\x79\x7a\ -\x70\x54\x54\x35\x66\x66\x41\x32\x75\x4f\x78\x70\x47\x74\x6b\x44\ -\x58\x34\x57\x58\x4b\x70\x54\x71\x49\x44\x4b\x48\x34\x48\x39\x20\ -\x30\x74\x46\x6f\x57\x2b\x65\x64\x75\x55\x53\x56\x75\x4e\x33\x43\ -\x4c\x51\x4e\x74\x69\x55\x55\x74\x41\x55\x75\x68\x35\x59\x31\x49\ -\x31\x66\x4a\x38\x4e\x75\x48\x4a\x57\x2b\x6a\x4c\x52\x62\x6a\x75\ -\x31\x72\x6f\x6b\x72\x68\x79\x6a\x6f\x72\x2f\x70\x7a\x78\x57\x2f\ -\x43\x6e\x49\x74\x73\x41\x58\x68\x76\x5a\x6c\x38\x20\x63\x56\x72\ -\x53\x76\x42\x33\x69\x48\x6f\x6f\x76\x57\x39\x2f\x4f\x36\x51\x54\ -\x43\x62\x43\x45\x5a\x37\x58\x34\x54\x36\x4c\x4f\x72\x4c\x33\x2b\ -\x53\x4b\x5a\x52\x6d\x52\x49\x39\x2b\x35\x62\x4a\x6c\x2b\x32\x43\ -\x31\x7a\x71\x59\x57\x30\x65\x76\x62\x62\x54\x38\x54\x79\x4a\x52\ -\x4b\x4f\x5a\x53\x2f\x56\x46\x38\x47\x20\x41\x37\x61\x79\x51\x32\ -\x61\x64\x74\x30\x4c\x46\x42\x73\x72\x6e\x34\x4d\x6b\x4b\x42\x78\ -\x53\x35\x39\x75\x6b\x34\x4e\x46\x79\x7a\x68\x6a\x4c\x4b\x58\x53\ -\x30\x72\x42\x4e\x2b\x57\x6c\x76\x70\x71\x6c\x64\x2b\x42\x66\x45\ -\x46\x55\x36\x7a\x50\x6b\x76\x56\x31\x64\x79\x36\x71\x32\x58\x62\ -\x73\x73\x36\x78\x4a\x2f\x20\x53\x37\x4d\x57\x56\x33\x69\x2f\x43\ -\x32\x79\x64\x49\x56\x53\x5a\x39\x51\x78\x72\x6e\x6a\x46\x52\x49\ -\x4b\x68\x53\x6e\x34\x30\x55\x30\x50\x30\x45\x47\x51\x4b\x51\x7a\ -\x76\x4c\x4e\x70\x75\x77\x6d\x4d\x37\x6e\x69\x4a\x35\x6a\x6d\x63\ -\x45\x35\x56\x2f\x50\x76\x65\x4b\x72\x52\x74\x42\x64\x6f\x54\x30\ -\x42\x4f\x4a\x20\x78\x45\x53\x6f\x53\x61\x35\x73\x4e\x47\x58\x72\ -\x4a\x2f\x75\x38\x33\x65\x6a\x74\x37\x65\x33\x63\x30\x68\x6e\x38\ -\x4c\x36\x70\x74\x47\x77\x42\x57\x2b\x63\x64\x4d\x48\x48\x74\x4b\ -\x47\x4f\x70\x6d\x45\x38\x4c\x6b\x4c\x74\x52\x54\x59\x58\x42\x77\ -\x34\x78\x44\x69\x75\x59\x6f\x4c\x72\x48\x79\x36\x44\x67\x33\x46\ -\x20\x74\x46\x72\x4a\x6f\x2b\x30\x44\x56\x6e\x2b\x68\x30\x4a\x66\ -\x4a\x46\x39\x38\x78\x61\x73\x7a\x47\x56\x43\x78\x36\x52\x64\x71\ -\x4a\x44\x74\x68\x51\x59\x4c\x30\x47\x4a\x4a\x65\x4f\x6f\x6a\x70\ -\x35\x2b\x41\x41\x41\x49\x41\x42\x4a\x52\x45\x46\x55\x52\x54\x65\ -\x6c\x6e\x63\x67\x6e\x56\x71\x31\x61\x35\x57\x2f\x7a\x20\x4e\x6f\ -\x74\x51\x6a\x34\x7a\x65\x74\x45\x78\x62\x53\x4e\x41\x54\x41\x6c\ -\x62\x45\x63\x32\x52\x70\x65\x52\x71\x70\x74\x42\x35\x73\x70\x68\ -\x48\x61\x74\x6d\x30\x59\x4b\x41\x76\x36\x59\x6f\x43\x65\x6e\x76\ -\x41\x79\x41\x46\x57\x76\x68\x74\x4c\x66\x50\x37\x4a\x2b\x2b\x36\ -\x66\x6e\x31\x59\x2f\x4c\x4d\x54\x79\x77\x20\x59\x61\x5a\x71\x50\ -\x4c\x73\x47\x34\x58\x42\x34\x6f\x54\x56\x63\x54\x37\x57\x6e\x54\ -\x6b\x55\x75\x62\x68\x5a\x41\x33\x42\x48\x30\x78\x72\x74\x57\x75\ -\x74\x75\x65\x75\x68\x4e\x66\x76\x38\x61\x35\x67\x49\x36\x54\x48\ -\x71\x58\x75\x57\x37\x68\x44\x71\x4d\x72\x4d\x66\x41\x32\x38\x6f\ -\x57\x45\x36\x48\x6a\x6c\x32\x20\x35\x36\x35\x74\x39\x34\x4d\x71\ -\x66\x76\x70\x76\x69\x39\x74\x5a\x67\x49\x48\x58\x70\x74\x4d\x68\ -\x2f\x49\x2f\x41\x2b\x36\x74\x63\x74\x33\x74\x51\x62\x73\x47\x54\ -\x36\x4c\x6c\x73\x38\x2f\x72\x68\x4c\x37\x54\x62\x66\x31\x61\x67\ -\x66\x6a\x46\x47\x32\x67\x65\x73\x44\x69\x6e\x37\x74\x6e\x55\x49\ -\x64\x71\x66\x70\x20\x2b\x6c\x50\x68\x6f\x59\x30\x62\x6e\x30\x44\ -\x34\x6b\x61\x71\x38\x4d\x52\x32\x4c\x44\x75\x74\x59\x63\x4a\x31\ -\x33\x62\x73\x35\x4f\x78\x53\x4e\x66\x53\x6a\x6e\x4f\x47\x39\x4b\ -\x78\x32\x42\x48\x62\x6d\x64\x37\x37\x7a\x48\x6a\x4b\x48\x70\x31\ -\x64\x4a\x53\x4b\x52\x5a\x79\x30\x49\x79\x52\x33\x31\x6f\x61\x44\ -\x49\x20\x39\x54\x73\x72\x52\x74\x66\x62\x75\x33\x69\x2f\x74\x4e\ -\x50\x31\x53\x64\x66\x4b\x50\x55\x41\x72\x61\x56\x6a\x39\x50\x73\ -\x65\x5a\x68\x2b\x6f\x45\x58\x74\x45\x4f\x31\x62\x41\x61\x73\x61\ -\x56\x73\x4c\x38\x45\x72\x5a\x77\x54\x55\x36\x6f\x31\x70\x4a\x39\ -\x77\x32\x2b\x39\x6a\x6a\x49\x4f\x71\x62\x2b\x57\x72\x5a\x20\x74\ -\x41\x33\x32\x32\x78\x35\x2f\x39\x42\x7a\x51\x35\x77\x6e\x38\x4f\ -\x4f\x68\x71\x64\x79\x5a\x66\x58\x4a\x55\x70\x46\x4a\x38\x2f\x70\ -\x75\x4b\x41\x2f\x42\x61\x34\x49\x4a\x58\x71\x62\x68\x6d\x4f\x7a\ -\x53\x37\x55\x70\x34\x62\x46\x38\x6d\x62\x44\x6c\x51\x6b\x42\x79\ -\x32\x4a\x38\x41\x35\x61\x78\x67\x57\x6e\x52\x20\x2f\x58\x63\x57\ -\x6f\x53\x32\x6a\x46\x77\x6e\x79\x47\x64\x41\x37\x6b\x4c\x70\x39\ -\x2b\x52\x4a\x52\x75\x56\x68\x45\x76\x77\x37\x32\x62\x38\x59\x74\ -\x50\x35\x47\x4f\x52\x65\x39\x50\x78\x36\x50\x66\x54\x63\x56\x69\ -\x7a\x57\x4a\x38\x7a\x57\x69\x5a\x38\x56\x54\x52\x50\x62\x4a\x2b\ -\x46\x59\x2f\x48\x44\x30\x67\x35\x20\x33\x64\x38\x31\x52\x75\x38\ -\x47\x4f\x64\x52\x62\x71\x6e\x32\x75\x42\x46\x73\x4d\x4b\x61\x61\ -\x4c\x52\x43\x4b\x63\x53\x6b\x57\x37\x50\x2b\x70\x75\x6d\x35\x65\ -\x72\x43\x75\x7a\x35\x32\x6b\x59\x4a\x2b\x4d\x68\x4b\x7a\x7a\x79\ -\x71\x4a\x4e\x41\x61\x35\x6a\x6d\x4f\x4d\x36\x32\x2b\x73\x38\x6b\ -\x77\x4d\x6a\x4c\x79\x20\x6c\x47\x76\x30\x54\x4f\x41\x4a\x59\x4b\ -\x6c\x69\x62\x6b\x6e\x46\x49\x69\x66\x76\x31\x45\x58\x75\x52\x70\ -\x67\x33\x61\x68\x2f\x41\x68\x32\x5a\x69\x56\x4e\x72\x4f\x46\x43\ -\x4a\x36\x4e\x50\x44\x55\x71\x4d\x72\x35\x6a\x59\x4b\x4e\x68\x55\ -\x4a\x68\x71\x2b\x4a\x2b\x46\x44\x43\x34\x5a\x71\x72\x66\x31\x6f\ -\x78\x43\x20\x78\x54\x64\x67\x4d\x54\x72\x36\x2b\x49\x53\x59\x5a\ -\x43\x61\x2b\x30\x43\x69\x74\x73\x49\x73\x6a\x51\x33\x4d\x53\x73\ -\x42\x37\x61\x75\x50\x47\x4a\x2f\x6e\x7a\x68\x30\x6b\x79\x2b\x64\ -\x43\x5a\x57\x2f\x77\x72\x79\x65\x43\x5a\x66\x6a\x4a\x69\x79\x75\ -\x31\x78\x46\x54\x78\x62\x56\x64\x34\x76\x79\x41\x31\x58\x4b\x20\ -\x4b\x47\x63\x68\x64\x74\x4b\x6e\x51\x44\x4b\x35\x2f\x2f\x37\x34\ -\x4e\x74\x6c\x71\x69\x35\x50\x75\x6e\x6f\x42\x41\x70\x58\x49\x73\ -\x38\x43\x72\x47\x76\x37\x4d\x78\x71\x34\x46\x58\x62\x77\x2f\x56\ -\x49\x4a\x30\x2b\x59\x46\x48\x53\x36\x54\x34\x6c\x46\x65\x32\x2b\ -\x49\x75\x56\x30\x33\x57\x46\x63\x30\x34\x2f\x77\x20\x76\x67\x59\ -\x42\x76\x78\x72\x75\x56\x61\x53\x2f\x2f\x6b\x6f\x34\x4e\x68\x57\ -\x4a\x6e\x4c\x37\x54\x62\x36\x49\x4e\x65\x6d\x4c\x68\x5a\x39\x41\ -\x6b\x76\x78\x76\x51\x53\x6e\x4f\x44\x37\x33\x59\x6a\x6c\x78\x76\ -\x2b\x42\x31\x62\x4f\x78\x56\x4d\x53\x57\x59\x72\x71\x72\x31\x4f\ -\x78\x79\x4c\x66\x53\x30\x61\x35\x54\x20\x65\x36\x50\x52\x75\x57\ -\x34\x55\x6e\x31\x46\x55\x71\x55\x59\x44\x7a\x63\x74\x56\x57\x75\ -\x76\x51\x6a\x62\x41\x71\x6e\x53\x43\x75\x58\x32\x74\x61\x51\x41\ -\x4e\x65\x52\x34\x4f\x71\x66\x39\x76\x65\x4c\x4d\x45\x61\x66\x4b\ -\x56\x2f\x78\x4a\x33\x6f\x73\x44\x58\x68\x6f\x71\x7a\x53\x35\x63\ -\x4d\x34\x33\x62\x41\x72\x20\x39\x4b\x49\x45\x4e\x69\x6d\x36\x41\ -\x41\x68\x55\x61\x31\x65\x2f\x71\x2f\x37\x56\x45\x46\x69\x35\x63\ -\x6d\x58\x41\x63\x7a\x48\x79\x32\x62\x38\x79\x62\x34\x58\x36\x63\ -\x42\x79\x4e\x6d\x42\x5a\x2f\x74\x54\x30\x42\x43\x38\x72\x6c\x50\ -\x32\x7a\x70\x44\x4a\x52\x41\x61\x6b\x4f\x6c\x44\x69\x50\x32\x6a\ -\x70\x54\x54\x20\x2f\x62\x44\x43\x2f\x61\x49\x79\x4c\x4d\x4a\x47\ -\x56\x52\x30\x56\x55\x63\x2b\x36\x53\x57\x52\x2f\x71\x2b\x77\x6e\ -\x6e\x6f\x4c\x44\x51\x54\x72\x47\x63\x6f\x39\x55\x56\x66\x39\x50\ -\x41\x32\x51\x49\x64\x46\x2f\x41\x5a\x67\x74\x44\x7a\x30\x70\x46\ -\x75\x33\x36\x47\x79\x4c\x68\x2b\x75\x4e\x46\x76\x39\x38\x54\x43\ -\x20\x78\x2f\x58\x6e\x52\x78\x36\x59\x36\x66\x65\x57\x54\x43\x62\ -\x33\x74\x35\x57\x78\x36\x30\x41\x6e\x50\x6b\x43\x4e\x6e\x41\x2f\ -\x38\x77\x58\x2b\x76\x36\x53\x4e\x62\x4b\x76\x30\x69\x35\x58\x51\ -\x64\x4c\x38\x68\x50\x46\x61\x4b\x6f\x76\x6b\x5a\x46\x58\x75\x4e\ -\x69\x53\x54\x6e\x64\x32\x34\x43\x38\x69\x46\x79\x5a\x20\x79\x5a\ -\x63\x6d\x62\x57\x76\x5a\x58\x61\x48\x49\x4f\x6b\x46\x54\x45\x35\ -\x63\x52\x6e\x32\x4b\x33\x2b\x30\x42\x66\x6e\x58\x61\x63\x63\x7a\ -\x4f\x46\x77\x76\x64\x72\x43\x78\x33\x48\x57\x57\x7a\x52\x6a\x77\ -\x45\x59\x43\x62\x62\x4f\x51\x4d\x34\x69\x56\x44\x73\x32\x4e\x66\ -\x6a\x6c\x31\x6d\x47\x61\x6b\x6f\x34\x4a\x20\x41\x55\x75\x51\x46\ -\x68\x74\x30\x59\x46\x62\x49\x67\x75\x33\x67\x4f\x4d\x35\x69\x4e\ -\x58\x6f\x55\x69\x6b\x6c\x48\x6f\x7a\x30\x48\x64\x48\x56\x6c\x31\ -\x36\x78\x5a\x30\x78\x77\x30\x33\x62\x56\x72\x31\x30\x34\x36\x57\ -\x36\x68\x57\x6d\x38\x58\x36\x41\x62\x42\x6c\x33\x53\x4d\x44\x31\ 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-\x54\x69\x4f\x70\x4c\x55\x6b\x37\x6b\x48\x63\x41\x33\x42\x48\x50\ -\x62\x2f\x45\x57\x4c\x20\x42\x74\x65\x75\x58\x56\x75\x4f\x78\x57\ -\x4c\x64\x41\x64\x79\x6a\x55\x44\x31\x50\x6c\x5a\x66\x53\x6a\x76\ -\x2b\x6a\x6e\x4b\x52\x69\x54\x30\x6f\x35\x33\x57\x74\x55\x2b\x58\ -\x6f\x5a\x38\x35\x4f\x61\x61\x4e\x2f\x32\x59\x6c\x32\x70\x74\x44\ -\x48\x56\x33\x66\x31\x78\x43\x58\x4a\x45\x67\x36\x73\x51\x49\x48\ -\x2f\x4e\x20\x46\x49\x75\x33\x37\x4d\x67\x78\x64\x7a\x6c\x45\x63\ -\x36\x33\x33\x75\x62\x59\x4e\x57\x48\x31\x39\x6d\x78\x37\x76\x6a\ -\x58\x65\x64\x5a\x44\x56\x77\x6e\x53\x43\x4e\x52\x4e\x50\x48\x42\ -\x44\x36\x32\x2f\x2f\x4c\x75\x79\x35\x6c\x61\x5a\x6d\x34\x32\x73\ -\x49\x6d\x6d\x6a\x45\x71\x62\x6b\x71\x69\x4a\x41\x55\x74\x31\x20\ -\x55\x58\x4f\x6a\x73\x49\x7a\x37\x30\x38\x30\x71\x44\x6b\x6f\x6b\ -\x55\x6d\x56\x31\x76\x79\x4c\x77\x66\x4a\x52\x4c\x56\x44\x6c\x66\ -\x68\x50\x74\x56\x39\x46\x62\x55\x78\x41\x55\x62\x52\x58\x6d\x6d\ -\x49\x69\x63\x44\x69\x4d\x4b\x57\x72\x56\x74\x2f\x4f\x75\x6b\x42\ -\x72\x55\x52\x39\x30\x6f\x76\x68\x6d\x62\x59\x64\x20\x6d\x6d\x75\ -\x59\x2b\x51\x73\x75\x63\x4c\x63\x39\x47\x57\x75\x77\x31\x39\x71\ -\x67\x77\x58\x6c\x48\x55\x78\x6e\x39\x70\x73\x41\x35\x49\x53\x76\ -\x4c\x4b\x75\x49\x2b\x52\x38\x58\x38\x51\x70\x41\x50\x5a\x41\x71\ -\x6c\x4b\x31\x4e\x4f\x39\x79\x44\x49\x59\x39\x6c\x69\x36\x66\x33\ -\x70\x57\x4e\x65\x46\x71\x4a\x7a\x66\x20\x37\x68\x79\x78\x57\x43\ -\x79\x43\x56\x70\x6f\x70\x49\x61\x4f\x4d\x4b\x37\x59\x65\x68\x73\ -\x70\x68\x71\x6f\x71\x4c\x67\x47\x6b\x63\x65\x6a\x63\x50\x77\x2f\ -\x58\x5a\x77\x4c\x4d\x56\x6c\x79\x32\x50\x62\x53\x4c\x6c\x64\x49\ -\x4f\x32\x70\x76\x35\x34\x4e\x32\x74\x7a\x6b\x56\x30\x5a\x44\x38\ -\x4b\x72\x52\x46\x6a\x56\x20\x67\x56\x36\x56\x63\x72\x70\x2f\x72\ -\x2f\x41\x62\x67\x37\x30\x6c\x55\x78\x6a\x78\x4c\x54\x77\x33\x49\ -\x5a\x42\x30\x77\x6b\x63\x59\x4d\x65\x65\x72\x63\x6c\x35\x56\x37\ -\x61\x47\x47\x62\x51\x46\x6a\x58\x7a\x2b\x4e\x59\x2b\x79\x57\x45\ -\x45\x7a\x4f\x70\x2f\x53\x78\x4a\x42\x77\x4f\x4c\x32\x7a\x6e\x42\ -\x4e\x57\x58\x20\x47\x2f\x34\x48\x38\x4d\x79\x30\x34\x78\x77\x6f\ -\x78\x74\x31\x50\x43\x47\x31\x62\x74\x47\x7a\x5a\x75\x6a\x56\x72\ -\x31\x70\x54\x4a\x2b\x35\x64\x5a\x35\x67\x43\x50\x30\x42\x53\x77\ -\x70\x4e\x32\x51\x45\x4a\x48\x39\x57\x77\x36\x68\x4d\x75\x74\x44\ -\x77\x6f\x4d\x53\x69\x56\x51\x46\x39\x77\x45\x52\x67\x71\x4a\x36\ -\x20\x64\x6c\x2b\x75\x65\x48\x30\x36\x46\x6e\x32\x62\x77\x44\x32\ -\x5a\x4a\x75\x75\x68\x33\x74\x37\x46\x2b\x39\x6e\x52\x68\x53\x74\ -\x55\x62\x4c\x4b\x74\x4e\x5a\x65\x52\x70\x57\x6a\x4c\x46\x37\x6c\ -\x48\x44\x67\x63\x62\x30\x64\x66\x58\x4e\x78\x71\x4a\x52\x46\x37\ -\x63\x47\x64\x43\x66\x6f\x5a\x77\x45\x6e\x43\x79\x56\x20\x30\x64\ -\x73\x55\x65\x52\x4b\x55\x79\x72\x79\x74\x5a\x53\x72\x7a\x48\x38\ -\x55\x71\x37\x4a\x42\x41\x6e\x69\x34\x4d\x61\x6d\x55\x74\x56\x59\ -\x57\x47\x2b\x6c\x4c\x52\x43\x77\x52\x78\x55\x4b\x34\x41\x71\x51\ -\x37\x50\x74\x52\x33\x42\x4d\x49\x73\x6e\x6c\x2b\x73\x33\x4b\x74\ -\x32\x47\x6b\x6b\x56\x59\x44\x69\x77\x52\x20\x35\x52\x4c\x46\x33\ -\x49\x4c\x59\x43\x5a\x51\x54\x55\x66\x4d\x43\x4e\x58\x6f\x65\x71\ -\x71\x39\x70\x75\x4a\x49\x51\x63\x49\x72\x41\x4b\x59\x6f\x68\x35\ -\x58\x52\x76\x41\x65\x30\x44\x79\x51\x49\x62\x51\x62\x65\x71\x53\ -\x46\x6d\x55\x68\x59\x68\x30\x59\x72\x55\x48\x6b\x55\x4e\x41\x46\ -\x37\x58\x65\x44\x71\x44\x49\x20\x75\x2f\x74\x79\x51\x33\x4d\x36\ -\x2f\x4a\x6c\x4a\x36\x43\x54\x33\x39\x49\x4a\x41\x77\x47\x45\x61\ -\x48\x53\x70\x6d\x33\x72\x79\x63\x4f\x2f\x72\x55\x55\x51\x62\x33\ -\x6b\x4d\x33\x72\x68\x34\x35\x4b\x4a\x69\x4e\x2f\x47\x52\x67\x6f\ -\x37\x61\x4b\x4a\x4b\x64\x6e\x59\x2f\x4e\x78\x51\x37\x49\x51\x68\ -\x59\x58\x4d\x71\x20\x33\x6d\x4a\x41\x6f\x4d\x4b\x73\x2b\x2f\x55\ -\x39\x4e\x44\x69\x59\x42\x62\x31\x48\x56\x56\x2f\x57\x6c\x79\x74\ -\x65\x58\x7a\x33\x76\x65\x74\x56\x57\x31\x63\x79\x2b\x76\x6b\x32\ -\x50\x5a\x2f\x4c\x35\x75\x39\x73\x35\x35\x41\x43\x67\x36\x6a\x63\ -\x6c\x37\x6d\x73\x64\x74\x4b\x65\x68\x56\x43\x70\x74\x43\x58\x51\ -\x75\x20\x50\x4b\x33\x42\x35\x66\x6d\x6f\x57\x74\x2b\x66\x61\x71\ -\x6a\x4f\x55\x37\x4f\x6f\x4c\x30\x32\x68\x47\x63\x61\x6f\x53\x63\ -\x59\x69\x4c\x77\x47\x4e\x34\x54\x33\x45\x57\x68\x39\x63\x56\x6a\ -\x70\x46\x37\x63\x2f\x77\x54\x76\x4c\x58\x78\x65\x48\x53\x51\x6c\ -\x53\x75\x42\x6b\x39\x32\x42\x75\x57\x6a\x55\x47\x65\x71\x20\x2f\ -\x79\x52\x62\x47\x4f\x6f\x52\x30\x52\x72\x37\x2f\x6d\x2f\x41\x65\ -\x59\x4a\x2b\x73\x72\x72\x39\x46\x37\x4c\x46\x6f\x59\x4e\x42\x37\ -\x67\x54\x51\x67\x44\x79\x67\x71\x71\x31\x69\x67\x4a\x31\x62\x37\ -\x73\x37\x6d\x53\x36\x2b\x76\x76\x6e\x72\x45\x6e\x31\x7a\x49\x67\ -\x69\x72\x4e\x34\x79\x58\x41\x36\x30\x48\x65\x20\x57\x72\x58\x31\ -\x65\x68\x4f\x71\x72\x2f\x47\x73\x36\x58\x55\x52\x38\x44\x6a\x65\ -\x54\x4f\x45\x34\x68\x49\x38\x50\x46\x45\x6f\x74\x68\x67\x35\x37\ -\x45\x6c\x78\x78\x66\x54\x6d\x53\x4c\x75\x55\x70\x5a\x61\x68\x37\ -\x59\x70\x47\x58\x32\x6d\x31\x62\x63\x34\x4b\x35\x58\x65\x47\x2f\ -\x51\x4b\x34\x31\x72\x6a\x79\x59\x20\x64\x71\x4c\x58\x68\x38\x50\ -\x68\x36\x59\x67\x6d\x7a\x6a\x44\x30\x73\x65\x59\x6c\x42\x70\x6b\ -\x51\x41\x35\x71\x4b\x37\x69\x78\x73\x66\x67\x69\x4a\x36\x4a\x77\ -\x4d\x6f\x56\x77\x4a\x76\x57\x42\x67\x63\x4c\x77\x65\x4a\x63\x70\ -\x53\x68\x4d\x50\x54\x38\x65\x67\x2f\x55\x54\x5a\x55\x6f\x2b\x2b\ -\x77\x77\x6b\x59\x52\x20\x48\x68\x48\x56\x34\x66\x37\x32\x68\x45\ -\x6b\x2f\x30\x34\x4e\x70\x71\x35\x54\x75\x37\x71\x69\x71\x66\x56\ -\x36\x51\x64\x69\x4b\x33\x4b\x33\x77\x47\x31\x47\x4d\x33\x6c\x34\ -\x4d\x50\x71\x61\x64\x47\x30\x52\x62\x57\x6d\x4b\x42\x78\x50\x5a\ -\x36\x61\x4b\x6d\x38\x55\x74\x43\x32\x66\x53\x34\x52\x50\x56\x78\ -\x76\x50\x20\x51\x58\x52\x30\x7a\x52\x72\x4b\x53\x55\x63\x66\x46\ -\x38\x43\x49\x33\x70\x77\x70\x44\x46\x2b\x54\x6a\x6e\x56\x64\x71\ -\x43\x72\x48\x49\x58\x6f\x6e\x6f\x49\x69\x35\x48\x31\x55\x55\x48\ -\x68\x34\x6f\x44\x48\x30\x76\x37\x55\x54\x4f\x38\x52\x74\x35\x43\ -\x57\x77\x31\x78\x6c\x53\x73\x66\x38\x65\x56\x43\x31\x4a\x47\x20\ -\x39\x63\x46\x73\x63\x65\x68\x35\x53\x61\x66\x37\x50\x38\x54\x54\ -\x53\x73\x73\x4a\x50\x46\x6e\x74\x66\x57\x30\x4f\x7a\x47\x4e\x34\ -\x33\x2f\x56\x53\x30\x4b\x75\x4d\x4e\x54\x2b\x30\x68\x6e\x4e\x41\ -\x47\x39\x71\x58\x35\x4e\x50\x5a\x66\x4f\x6c\x39\x55\x33\x31\x4f\ -\x75\x7a\x75\x73\x44\x57\x30\x4f\x2b\x48\x78\x75\x20\x78\x6e\x38\ -\x43\x72\x59\x37\x65\x61\x50\x53\x35\x46\x6e\x36\x43\x34\x4b\x4c\ -\x38\x4e\x2b\x6a\x64\x61\x73\x78\x43\x72\x4a\x34\x6b\x77\x6c\x6b\ -\x4c\x4f\x6f\x49\x75\x38\x4f\x2f\x74\x6a\x6a\x48\x54\x45\x48\x42\ -\x62\x43\x67\x70\x4e\x61\x72\x4e\x54\x4e\x6a\x74\x61\x5a\x55\x35\ -\x6b\x68\x48\x32\x4b\x35\x38\x73\x46\x20\x48\x6b\x46\x6c\x76\x63\ -\x41\x53\x52\x4a\x38\x50\x58\x43\x44\x77\x66\x70\x54\x50\x4b\x39\ -\x4a\x69\x6d\x74\x6b\x49\x47\x62\x65\x43\x47\x6c\x38\x6d\x73\x79\ -\x66\x39\x75\x71\x75\x51\x4b\x5a\x53\x75\x57\x7a\x42\x61\x58\x71\ -\x48\x6f\x68\x34\x45\x6e\x76\x57\x78\x43\x54\x77\x4d\x51\x75\x43\ -\x44\x6c\x64\x50\x38\x64\x20\x36\x41\x4b\x4e\x4a\x70\x33\x75\x36\ -\x30\x44\x65\x41\x43\x43\x71\x4e\x36\x6a\x52\x47\x6b\x32\x6b\x36\ -\x54\x36\x51\x78\x34\x42\x76\x49\x76\x4a\x43\x71\x41\x73\x64\x37\ -\x71\x73\x71\x56\x65\x6b\x57\x30\x31\x62\x4e\x55\x36\x6f\x71\x41\ -\x74\x62\x71\x50\x67\x42\x47\x32\x6a\x38\x6f\x58\x47\x76\x33\x56\ -\x57\x79\x72\x20\x5a\x2b\x54\x59\x2f\x4e\x2f\x30\x78\x4c\x74\x58\ -\x4e\x51\x34\x39\x61\x30\x4d\x67\x45\x62\x30\x79\x55\x78\x68\x61\ -\x43\x56\x34\x2f\x6e\x57\x74\x73\x44\x38\x69\x6e\x76\x61\x30\x43\ -\x52\x77\x72\x69\x47\x63\x32\x71\x5a\x4b\x33\x52\x7a\x7a\x63\x45\ -\x4b\x78\x66\x6b\x34\x6d\x79\x68\x39\x4b\x35\x32\x31\x37\x53\x6e\ -\x20\x6f\x4c\x75\x37\x31\x4a\x4b\x56\x41\x43\x6a\x53\x6c\x6e\x53\ -\x72\x68\x72\x63\x44\x6f\x74\x69\x54\x4d\x6f\x58\x69\x36\x5a\x6c\ -\x43\x36\x66\x4a\x73\x72\x76\x43\x75\x62\x4b\x46\x34\x4a\x4d\x6f\ -\x76\x42\x56\x36\x65\x54\x43\x61\x37\x32\x68\x31\x6a\x70\x71\x48\ -\x77\x5a\x4f\x73\x79\x6e\x66\x41\x37\x6e\x6a\x4a\x67\x20\x53\x62\ -\x31\x65\x4d\x65\x64\x59\x70\x4f\x69\x74\x6d\x58\x7a\x68\x75\x50\ -\x35\x38\x38\x65\x42\x4d\x72\x72\x68\x66\x30\x4e\x56\x6c\x65\x45\ -\x2f\x57\x36\x36\x33\x4b\x43\x39\x76\x74\x72\x4e\x42\x4d\x68\x6b\ -\x52\x56\x6e\x6a\x59\x5a\x56\x69\x50\x57\x62\x74\x6a\x77\x35\x45\ -\x42\x68\x2b\x48\x49\x4e\x56\x67\x35\x45\x20\x39\x49\x4d\x4e\x70\ -\x4d\x2f\x39\x38\x56\x70\x74\x4f\x6f\x44\x46\x41\x6d\x63\x33\x7a\ -\x49\x34\x31\x71\x31\x67\x38\x43\x6e\x78\x50\x34\x47\x56\x6c\x54\ -\x48\x65\x32\x4d\x50\x53\x47\x62\x4c\x37\x30\x32\x7a\x4b\x42\x46\ -\x77\x47\x2f\x71\x57\x35\x54\x72\x55\x66\x5a\x57\x47\x39\x58\x56\ -\x38\x75\x51\x77\x36\x71\x5a\x20\x55\x4e\x4d\x79\x71\x67\x45\x41\ -\x61\x36\x56\x74\x51\x64\x73\x67\x31\x36\x6e\x58\x37\x4f\x77\x4b\ -\x2b\x71\x6e\x78\x4e\x66\x6f\x63\x61\x7a\x31\x46\x41\x68\x45\x57\ -\x72\x34\x68\x45\x6c\x67\x5a\x30\x59\x73\x61\x76\x6e\x69\x6b\x72\ -\x75\x64\x78\x49\x52\x71\x6f\x7a\x32\x6b\x4a\x5a\x56\x62\x54\x61\ -\x5a\x38\x6e\x6e\x20\x47\x4e\x64\x45\x79\x34\x75\x61\x46\x32\x59\ -\x4c\x70\x53\x2b\x33\x75\x35\x34\x39\x43\x56\x57\x4f\x5a\x4b\x74\ -\x2f\x6e\x32\x69\x6e\x7a\x2b\x5a\x31\x57\x43\x45\x47\x33\x4f\x74\ -\x6a\x49\x75\x49\x61\x30\x61\x38\x44\x68\x6b\x70\x6c\x6a\x74\x74\ -\x7a\x57\x74\x4e\x76\x61\x52\x6f\x53\x54\x69\x4e\x67\x36\x61\x36\ -\x79\x20\x39\x57\x37\x35\x45\x74\x61\x56\x53\x68\x73\x56\x76\x55\ -\x72\x68\x75\x43\x58\x68\x38\x46\x53\x53\x7a\x53\x30\x5a\x6c\x6d\ -\x4b\x66\x64\x68\x6c\x57\x49\x77\x59\x47\x4e\x67\x78\x6e\x38\x38\ -\x4e\x58\x44\x42\x52\x4b\x42\x79\x49\x63\x44\x33\x77\x4e\x35\x48\ -\x36\x38\x32\x5a\x66\x61\x30\x32\x73\x4c\x4d\x41\x6a\x79\x20\x56\ -\x30\x52\x2b\x4c\x4d\x6f\x6c\x78\x73\x6f\x78\x43\x78\x59\x74\x44\ -\x6d\x63\x4c\x51\x2b\x64\x6c\x43\x6b\x4d\x2f\x62\x57\x52\x41\x46\ -\x77\x71\x46\x72\x51\x73\x57\x4c\x58\x34\x4a\x38\x49\x33\x78\x4d\ -\x38\x6d\x68\x62\x6c\x41\x79\x41\x71\x63\x31\x6e\x74\x2b\x30\x4f\ -\x50\x57\x30\x38\x6b\x70\x71\x53\x43\x61\x58\x20\x64\x58\x6c\x30\ -\x44\x4b\x42\x57\x4d\x78\x4f\x39\x50\x46\x4d\x59\x66\x6a\x65\x69\ -\x2f\x77\x2f\x71\x6d\x62\x30\x42\x55\x44\x69\x34\x62\x43\x69\x70\ -\x79\x4c\x55\x41\x56\x75\x56\x35\x79\x56\x6a\x6b\x70\x56\x4c\x4e\ -\x4a\x4a\x4b\x78\x37\x68\x63\x71\x6e\x70\x36\x39\x45\x76\x67\x6a\ -\x79\x6e\x73\x62\x54\x6d\x65\x42\x20\x62\x30\x6a\x48\x74\x6b\x4f\ -\x65\x6a\x72\x5a\x66\x2b\x44\x41\x75\x56\x55\x33\x62\x33\x37\x59\ -\x6f\x6a\x31\x4b\x74\x57\x61\x64\x69\x6b\x5a\x50\x54\x73\x65\x69\ -\x6d\x48\x73\x66\x70\x42\x62\x44\x56\x32\x56\x70\x6a\x37\x42\x79\ -\x72\x4e\x76\x67\x6d\x46\x42\x4f\x47\x68\x4e\x4f\x67\x33\x38\x73\ -\x75\x30\x68\x4c\x53\x20\x4a\x30\x44\x4f\x53\x63\x65\x69\x35\x77\ -\x44\x58\x49\x4a\x4a\x54\x37\x46\x6f\x72\x6f\x65\x38\x48\x62\x4f\ -\x58\x54\x6d\x7a\x59\x4d\x72\x57\x59\x69\x38\x37\x30\x5a\x4c\x56\ -\x2b\x59\x45\x58\x6c\x61\x42\x36\x77\x47\x61\x44\x59\x2f\x64\x44\ -\x76\x6a\x52\x66\x43\x70\x55\x5a\x71\x63\x64\x31\x4f\x6c\x67\x72\ -\x77\x78\x20\x46\x65\x33\x36\x48\x53\x4b\x66\x78\x57\x50\x4f\x37\ -\x77\x4d\x38\x41\x30\x42\x56\x33\x70\x78\x30\x75\x70\x59\x72\x32\ -\x67\x75\x67\x74\x63\x39\x65\x41\x76\x76\x56\x48\x70\x71\x70\x31\ -\x50\x49\x77\x59\x35\x70\x41\x51\x4f\x43\x4e\x56\x49\x4c\x76\x59\ -\x76\x77\x37\x55\x6b\x47\x75\x79\x4f\x53\x48\x72\x67\x44\x49\x20\ -\x35\x6f\x63\x2f\x6d\x34\x35\x45\x72\x73\x66\x59\x69\x30\x42\x65\ -\x4e\x57\x36\x4d\x71\x69\x45\x38\x46\x78\x30\x45\x7a\x6b\x62\x31\ -\x37\x4e\x6f\x31\x69\x76\x4b\x62\x38\x51\x64\x30\x76\x64\x58\x49\ -\x42\x57\x34\x4d\x47\x50\x31\x77\x58\x32\x35\x34\x6a\x35\x30\x4a\ -\x33\x42\x46\x49\x30\x31\x43\x71\x42\x59\x62\x2f\x20\x78\x50\x4b\ -\x4c\x64\x4e\x78\x35\x74\x36\x68\x39\x53\x4f\x45\x41\x56\x33\x56\ -\x70\x4d\x68\x70\x64\x71\x76\x42\x70\x67\x63\x33\x7a\x74\x35\x5a\ -\x33\x75\x56\x43\x41\x4e\x6b\x30\x45\x54\x68\x6d\x77\x46\x4c\x30\ -\x30\x45\x51\x6b\x66\x43\x76\x7a\x4b\x4e\x5a\x56\x66\x46\x77\x71\ -\x50\x7a\x42\x46\x4a\x51\x2b\x59\x44\x20\x39\x31\x4e\x72\x4d\x31\ -\x41\x39\x46\x54\x57\x46\x77\x63\x4c\x67\x55\x44\x6f\x57\x52\x54\ -\x41\x48\x30\x7a\x35\x67\x74\x55\x42\x31\x6c\x77\x31\x76\x6e\x78\ -\x62\x49\x46\x6f\x64\x2f\x37\x44\x6a\x4f\x4c\x30\x4c\x59\x63\x30\ -\x54\x30\x6f\x6f\x62\x68\x35\x57\x47\x43\x6a\x50\x66\x39\x71\x58\ -\x77\x32\x36\x58\x52\x66\x20\x57\x47\x32\x74\x51\x6b\x51\x76\x70\ -\x42\x79\x34\x73\x43\x48\x66\x71\x6b\x39\x56\x4b\x39\x77\x68\x77\ -\x6e\x73\x79\x2b\x64\x4b\x45\x34\x46\x6f\x31\x48\x37\x67\x4d\x65\ -\x45\x38\x36\x31\x6e\x55\x45\x56\x6f\x35\x56\x49\x34\x65\x68\x2b\ -\x6b\x79\x51\x67\x79\x65\x68\x56\x46\x52\x51\x48\x67\x61\x39\x44\ -\x2f\x6a\x56\x20\x47\x49\x46\x66\x37\x69\x6a\x4a\x39\x4f\x6b\x4f\ -\x6c\x2b\x41\x39\x51\x53\x71\x33\x71\x2b\x71\x56\x69\x72\x67\x41\ -\x41\x5a\x48\x39\x56\x57\x77\x61\x5a\x48\x2f\x51\x38\x39\x5a\x75\ -\x32\x4e\x42\x53\x55\x35\x6f\x4e\x52\x4b\x50\x52\x4a\x55\x47\x74\ -\x76\x45\x54\x51\x59\x31\x73\x6d\x2f\x57\x43\x2f\x78\x74\x66\x54\ -\x20\x61\x58\x42\x63\x67\x47\x64\x78\x66\x6b\x62\x41\x42\x6a\x55\ -\x52\x36\x62\x6f\x58\x30\x56\x2b\x44\x2f\x76\x64\x67\x63\x66\x31\ -\x64\x7a\x4a\x34\x32\x65\x67\x69\x52\x36\x37\x42\x36\x51\x62\x56\ -\x79\x73\x71\x2b\x49\x66\x57\x4d\x71\x46\x71\x30\x47\x73\x4f\x30\ -\x66\x33\x67\x6e\x61\x51\x74\x76\x59\x69\x2b\x31\x44\x20\x64\x62\ -\x6a\x34\x54\x65\x43\x62\x53\x53\x66\x38\x62\x43\x50\x6d\x33\x31\ -\x55\x35\x6f\x53\x6d\x49\x64\x41\x71\x54\x61\x34\x73\x72\x30\x6d\ -\x39\x45\x66\x2b\x64\x61\x38\x35\x33\x42\x59\x76\x45\x76\x6b\x32\ -\x31\x58\x32\x7a\x79\x54\x48\x2f\x34\x62\x48\x6a\x57\x69\x42\x75\ -\x6e\x74\x36\x6c\x70\x61\x37\x70\x53\x6c\x20\x51\x57\x57\x42\x57\ -\x35\x47\x6e\x4e\x4f\x53\x4f\x37\x72\x50\x50\x30\x75\x4b\x65\x54\ -\x67\x79\x65\x4b\x78\x69\x74\x48\x4b\x4f\x51\x41\x74\x61\x42\x50\ -\x49\x48\x71\x59\x79\x35\x73\x4e\x6c\x5a\x75\x4e\x67\x48\x33\x30\ -\x43\x71\x78\x64\x4e\x5a\x51\x44\x56\x4a\x6e\x4b\x48\x4b\x57\x61\ -\x4f\x56\x45\x49\x44\x52\x4a\x20\x6f\x58\x4e\x79\x57\x6f\x4e\x4f\ -\x7a\x66\x59\x56\x30\x47\x65\x68\x50\x41\x76\x6b\x76\x56\x56\x76\ -\x74\x4e\x2b\x67\x2b\x6d\x73\x33\x30\x50\x48\x72\x47\x62\x5a\x56\ -\x57\x6c\x41\x39\x6f\x36\x44\x45\x45\x58\x70\x42\x35\x67\x6b\x63\ -\x42\x34\x78\x30\x57\x50\x6e\x5a\x44\x4a\x35\x72\x4c\x33\x59\x41\ -\x41\x34\x57\x52\x20\x76\x77\x4a\x2f\x42\x55\x67\x35\x6b\x54\x76\ -\x78\x4c\x4e\x66\x41\x73\x31\x32\x62\x70\x37\x43\x6b\x49\x58\x42\ -\x74\x45\x35\x48\x58\x6c\x51\x6e\x63\x6c\x73\x2f\x76\x64\x4e\x2b\ -\x48\x56\x68\x76\x69\x6d\x77\x51\x64\x39\x38\x79\x57\x71\x31\x32\ -\x42\x4b\x6f\x2b\x78\x50\x5a\x64\x78\x68\x68\x47\x4a\x52\x4a\x59\ -\x47\x20\x31\x54\x30\x44\x6f\x52\x61\x6b\x67\x6a\x35\x2b\x68\x4d\ -\x32\x59\x6b\x45\x6b\x33\x5a\x56\x6a\x79\x2b\x48\x5a\x32\x4b\x43\ -\x77\x42\x7a\x6b\x58\x6b\x33\x49\x41\x74\x75\x34\x6c\x49\x2b\x43\ -\x35\x52\x66\x71\x46\x69\x66\x7a\x4e\x59\x32\x6e\x41\x76\x4f\x39\ -\x6a\x75\x73\x47\x72\x56\x71\x74\x44\x6d\x39\x63\x4f\x67\x20\x2b\ -\x68\x6a\x6f\x65\x6b\x52\x4f\x46\x66\x69\x35\x69\x50\x73\x65\x56\ -\x77\x4d\x76\x43\x6d\x42\x75\x2b\x6d\x63\x78\x76\x7a\x66\x56\x33\ -\x30\x31\x51\x62\x65\x55\x35\x73\x76\x72\x79\x30\x63\x43\x38\x68\ -\x53\x2f\x75\x36\x2b\x73\x62\x54\x55\x57\x37\x7a\x30\x50\x34\x44\ -\x6f\x43\x6f\x33\x70\x51\x70\x44\x50\x31\x67\x20\x46\x31\x37\x6d\ -\x58\x6b\x77\x54\x50\x54\x33\x68\x35\x59\x79\x46\x4c\x70\x32\x33\ -\x62\x66\x54\x79\x6e\x52\x30\x57\x39\x6e\x5a\x31\x4c\x52\x73\x54\ -\x50\x55\x4f\x45\x6c\x34\x4f\x37\x47\x70\x6e\x57\x71\x47\x35\x53\ -\x54\x4e\x67\x35\x49\x4a\x58\x58\x57\x77\x4b\x6e\x57\x75\x57\x55\ -\x61\x69\x61\x7a\x50\x51\x58\x33\x20\x41\x50\x42\x63\x46\x5a\x34\ -\x4c\x35\x75\x4f\x4a\x79\x50\x49\x43\x79\x47\x38\x45\x2f\x65\x56\ -\x54\x5a\x62\x31\x35\x77\x33\x61\x38\x38\x63\x32\x62\x4e\x39\x66\ -\x54\x77\x4b\x41\x45\x58\x2b\x6c\x61\x75\x79\x4a\x57\x4b\x4e\x78\ -\x38\x71\x7a\x63\x62\x4d\x6a\x66\x36\x34\x6e\x73\x78\x62\x51\x54\ -\x56\x66\x52\x6e\x6a\x20\x42\x66\x51\x66\x31\x79\x33\x73\x52\x56\ -\x35\x52\x65\x32\x5a\x5a\x49\x39\x2f\x61\x4a\x52\x65\x33\x46\x39\ -\x4e\x47\x4b\x72\x55\x38\x4c\x4a\x58\x51\x5a\x54\x72\x47\x6d\x30\ -\x41\x58\x62\x4e\x31\x33\x33\x34\x2b\x79\x59\x66\x74\x4e\x77\x33\ -\x76\x43\x34\x65\x56\x75\x55\x4d\x39\x55\x6c\x62\x50\x4b\x36\x47\ -\x72\x78\x20\x4e\x59\x4b\x5a\x45\x68\x75\x42\x47\x77\x30\x36\x49\ -\x51\x75\x63\x45\x4c\x41\x79\x78\x59\x33\x72\x67\x48\x58\x41\x35\ -\x38\x50\x68\x38\x4d\x4c\x35\x41\x55\x35\x53\x4f\x42\x58\x30\x52\ -\x58\x37\x36\x79\x75\x30\x68\x44\x76\x41\x47\x52\x64\x36\x77\x49\ -\x43\x52\x6a\x79\x55\x6a\x34\x4e\x6f\x52\x66\x56\x38\x54\x2b\x20\ -\x64\x36\x47\x77\x6f\x61\x30\x74\x64\x69\x61\x54\x65\x53\x49\x64\ -\x69\x7a\x34\x6c\x79\x4d\x48\x72\x63\x72\x6c\x72\x67\x45\x78\x2f\ -\x75\x78\x33\x38\x38\x52\x68\x4e\x58\x43\x7a\x64\x79\x65\x69\x2b\ -\x46\x35\x4e\x41\x39\x4d\x57\x31\x58\x46\x72\x52\x36\x38\x41\x54\ -\x43\x39\x51\x78\x50\x62\x6d\x36\x63\x47\x53\x67\x20\x4d\x48\x54\ -\x7a\x4c\x72\x75\x2b\x70\x7a\x39\x61\x5a\x77\x53\x6c\x74\x63\x32\ -\x6c\x45\x63\x6c\x6b\x73\x71\x76\x44\x32\x67\x55\x41\x46\x64\x63\ -\x4e\x49\x76\x70\x61\x4b\x6e\x49\x78\x48\x6f\x31\x67\x6f\x38\x4c\ -\x48\x73\x70\x6c\x4d\x32\x32\x4e\x4d\x4f\x4e\x36\x79\x5a\x56\x31\ -\x30\x79\x42\x6d\x71\x63\x6c\x59\x46\x20\x6a\x6b\x64\x6c\x52\x34\ -\x4c\x55\x42\x68\x46\x75\x74\x4d\x72\x31\x75\x64\x4c\x49\x48\x2f\ -\x43\x70\x6a\x30\x2f\x36\x41\x36\x34\x32\x46\x76\x2b\x73\x2b\x6b\ -\x63\x69\x73\x75\x78\x5a\x6f\x75\x59\x55\x46\x55\x37\x48\x49\x2b\ -\x4a\x74\x7a\x77\x56\x31\x4b\x4c\x77\x41\x35\x51\x55\x42\x4e\x5a\ -\x39\x4c\x64\x69\x39\x37\x20\x30\x63\x44\x51\x68\x74\x2f\x34\x62\ -\x62\x68\x71\x31\x61\x72\x51\x35\x6b\x63\x32\x58\x49\x4c\x72\x50\ -\x71\x4c\x77\x33\x48\x54\x63\x65\x54\x65\x41\x71\x49\x5a\x55\x71\ -\x30\x56\x7a\x6b\x55\x34\x55\x79\x52\x53\x4b\x62\x35\x2f\x38\x6c\ -\x4c\x4b\x74\x65\x55\x51\x71\x30\x4c\x5a\x64\x59\x53\x2b\x32\x48\ -\x37\x32\x39\x20\x69\x2f\x64\x7a\x74\x38\x6e\x78\x56\x57\x47\x46\ -\x6f\x59\x46\x43\x6c\x59\x67\x34\x32\x6e\x6b\x73\x55\x6d\x32\x5a\ -\x45\x58\x37\x48\x30\x38\x53\x34\x64\x6a\x65\x45\x34\x47\x66\x58\ -\x5a\x39\x74\x33\x46\x35\x68\x4b\x2b\x52\x73\x56\x34\x56\x54\x76\ -\x52\x66\x55\x77\x77\x6b\x4f\x43\x66\x4d\x34\x31\x77\x65\x39\x4d\ -\x20\x4a\x74\x76\x55\x69\x47\x58\x4c\x6c\x75\x32\x7a\x49\x42\x52\ -\x34\x4e\x61\x6f\x76\x56\x2b\x46\x35\x36\x41\x35\x6c\x55\x69\x4f\ -\x71\x63\x71\x4d\x59\x76\x58\x36\x77\x4f\x48\x49\x62\x55\x39\x77\ -\x6e\x30\x38\x34\x34\x42\x6b\x73\x62\x2f\x67\x37\x38\x48\x66\x68\ -\x45\x4e\x42\x70\x64\x45\x72\x54\x6c\x55\x78\x41\x35\x20\x44\x54\ -\x69\x5a\x56\x6c\x6d\x51\x74\x6c\x44\x45\x74\x37\x45\x79\x6e\x59\ -\x36\x75\x65\x47\x7a\x54\x68\x75\x39\x69\x35\x4b\x76\x65\x5a\x65\ -\x73\x71\x6c\x46\x58\x65\x50\x6a\x42\x42\x2b\x6b\x5a\x34\x44\x47\ -\x67\x54\x73\x4c\x54\x31\x43\x39\x4f\x64\x4e\x7a\x62\x59\x69\x34\ -\x6d\x77\x57\x2b\x63\x66\x69\x58\x67\x45\x20\x51\x30\x58\x2f\x51\ -\x6c\x56\x58\x53\x38\x55\x63\x33\x2f\x44\x41\x2b\x4a\x39\x64\x64\ -\x48\x6c\x50\x65\x30\x53\x6a\x30\x63\x56\x2b\x63\x6a\x30\x71\x37\ -\x62\x73\x36\x56\x50\x69\x44\x43\x41\x74\x51\x32\x51\x39\x30\x43\ -\x5a\x42\x45\x70\x55\x50\x52\x51\x44\x41\x59\x6e\x46\x62\x74\x65\ -\x55\x48\x49\x76\x42\x4c\x30\x20\x50\x39\x75\x70\x52\x45\x36\x43\ -\x59\x64\x41\x62\x78\x4a\x69\x66\x44\x42\x53\x47\x74\x38\x75\x46\ -\x66\x59\x65\x47\x53\x46\x56\x75\x79\x2f\x65\x72\x66\x34\x46\x59\ -\x64\x2f\x66\x52\x59\x75\x79\x4c\x6a\x48\x4b\x61\x30\x74\x34\x58\ -\x72\x59\x71\x57\x32\x6c\x68\x76\x4b\x76\x46\x36\x56\x66\x32\x63\ -\x77\x73\x58\x69\x20\x6b\x6c\x66\x59\x42\x6e\x6f\x37\x56\x74\x34\ -\x59\x44\x41\x51\x71\x41\x47\x35\x6f\x39\x4d\x6c\x79\x75\x62\x4d\ -\x4d\x73\x4f\x2b\x2b\x2b\x7a\x34\x31\x6d\x54\x77\x79\x41\x4d\x72\ -\x36\x35\x67\x39\x53\x31\x55\x2f\x6a\x66\x53\x39\x32\x42\x69\x72\ -\x75\x34\x65\x4d\x4b\x4d\x76\x4c\x58\x38\x54\x58\x32\x32\x4e\x72\ -\x79\x20\x69\x67\x54\x33\x54\x48\x47\x38\x50\x51\x41\x69\x59\x34\ -\x75\x62\x6c\x4b\x55\x42\x43\x4b\x68\x70\x4f\x35\x7a\x4c\x35\x6f\ -\x75\x66\x42\x54\x35\x62\x66\x57\x6e\x53\x73\x63\x6a\x35\x77\x45\ -\x65\x42\x71\x2b\x33\x6f\x31\x76\x65\x6c\x34\x38\x36\x6e\x4d\x37\ -\x6e\x43\x46\x39\x73\x64\x51\x39\x47\x6f\x54\x44\x39\x61\x20\x6c\ -\x59\x41\x62\x6a\x4a\x71\x66\x5a\x49\x65\x47\x2f\x6b\x53\x54\x59\ -\x4f\x52\x30\x4d\x52\x4d\x31\x48\x54\x63\x2f\x4e\x50\x52\x48\x50\ -\x49\x57\x41\x39\x2f\x5a\x45\x49\x6a\x46\x58\x4b\x71\x65\x71\x79\ -\x71\x6e\x41\x69\x62\x53\x30\x61\x34\x43\x59\x69\x57\x53\x77\x33\ -\x6d\x54\x79\x4f\x59\x72\x39\x4d\x71\x70\x6e\x20\x57\x38\x45\x61\ -\x39\x45\x79\x55\x41\x69\x4a\x4c\x4d\x73\x58\x69\x75\x68\x32\x36\ -\x4b\x76\x47\x5a\x34\x78\x5a\x74\x36\x39\x65\x32\x46\x39\x73\x50\ -\x55\x51\x36\x76\x45\x55\x4c\x46\x55\x32\x6d\x6f\x77\x68\x78\x63\ -\x7a\x62\x41\x65\x6d\x51\x45\x61\x77\x31\x35\x4d\x67\x71\x43\x61\ -\x4a\x62\x37\x70\x6b\x48\x47\x6e\x20\x58\x58\x38\x43\x62\x43\x5a\ -\x66\x75\x6e\x62\x6c\x73\x6d\x55\x2f\x33\x74\x6f\x5a\x75\x67\x53\ -\x52\x53\x31\x47\x39\x48\x47\x67\x62\x73\x46\x43\x4a\x74\x49\x39\ -\x58\x57\x68\x43\x52\x47\x36\x7a\x61\x6e\x2b\x52\x4b\x47\x2b\x35\ -\x67\x42\x34\x4e\x55\x49\x32\x61\x38\x43\x4e\x31\x66\x4b\x75\x57\ -\x42\x72\x77\x42\x66\x20\x53\x53\x61\x54\x38\x33\x52\x73\x36\x77\ -\x68\x4e\x62\x46\x56\x74\x43\x6d\x4a\x39\x41\x77\x4e\x33\x39\x76\ -\x62\x47\x6a\x37\x42\x57\x6a\x62\x6a\x6d\x44\x67\x33\x59\x77\x38\ -\x58\x6c\x41\x78\x59\x4f\x36\x34\x6b\x35\x56\x31\x6e\x31\x31\x33\ -\x55\x53\x35\x4d\x75\x5a\x51\x73\x48\x50\x54\x42\x4b\x51\x51\x69\ -\x75\x72\x20\x51\x73\x4b\x2b\x6d\x2b\x37\x46\x44\x6b\x4e\x6c\x33\ -\x45\x35\x38\x79\x35\x68\x64\x41\x39\x55\x2b\x77\x55\x71\x31\x50\ -\x55\x5a\x35\x63\x42\x64\x64\x32\x76\x38\x4a\x71\x4e\x58\x75\x5a\ -\x70\x56\x67\x41\x46\x50\x78\x48\x4e\x4f\x33\x42\x31\x55\x4b\x77\ -\x30\x63\x53\x69\x63\x54\x58\x67\x37\x62\x79\x2b\x71\x6d\x32\x20\ -\x4e\x30\x4b\x33\x54\x37\x42\x38\x42\x4f\x55\x37\x69\x50\x35\x6b\ -\x73\x4c\x54\x2b\x4c\x38\x79\x77\x6b\x75\x75\x73\x7a\x70\x6f\x4e\ -\x44\x41\x78\x73\x71\x35\x4a\x4c\x4a\x77\x51\x73\x55\x62\x4e\x66\ -\x38\x37\x5a\x39\x66\x62\x6c\x2f\x70\x4a\x50\x78\x42\x78\x44\x35\ -\x52\x53\x5a\x54\x65\x44\x67\x56\x64\x34\x5a\x46\x20\x64\x59\x6d\ -\x69\x62\x2f\x58\x35\x50\x6a\x77\x59\x2f\x54\x6e\x34\x75\x74\x2b\ -\x69\x61\x68\x2b\x57\x31\x68\x33\x33\x54\x79\x61\x54\x38\x36\x5a\ -\x54\x55\x4e\x79\x4c\x36\x61\x4c\x75\x34\x76\x4e\x45\x54\x51\x45\ -\x32\x4d\x42\x62\x71\x73\x54\x58\x5a\x5a\x4a\x6c\x61\x39\x58\x49\ -\x76\x64\x67\x4b\x47\x74\x45\x39\x49\x20\x47\x4e\x30\x5a\x4a\x2f\ -\x44\x42\x77\x63\x45\x68\x76\x4f\x46\x68\x57\x36\x69\x50\x32\x61\ -\x30\x49\x4e\x77\x79\x55\x52\x69\x37\x5a\x30\x58\x4e\x50\x68\x62\ -\x6d\x59\x35\x74\x2b\x45\x31\x77\x4a\x51\x68\x2f\x72\x37\x48\x79\ -\x72\x6f\x56\x52\x6a\x37\x5a\x77\x43\x78\x31\x6b\x55\x45\x68\x4e\ -\x4f\x44\x56\x76\x37\x75\x20\x47\x72\x64\x4c\x4e\x58\x41\x4c\x36\ -\x43\x43\x68\x7a\x75\x64\x6c\x70\x70\x68\x79\x46\x55\x4f\x66\x58\ -\x32\x79\x33\x32\x37\x61\x6c\x32\x63\x76\x6c\x6d\x6b\x6c\x30\x41\ -\x79\x68\x53\x2f\x34\x48\x59\x68\x6b\x6b\x59\x51\x66\x63\x53\x66\ -\x47\x63\x54\x4f\x76\x47\x33\x56\x63\x57\x73\x4f\x37\x56\x58\x30\ -\x52\x4b\x77\x20\x46\x46\x70\x63\x66\x47\x59\x53\x55\x38\x72\x4c\ -\x7a\x41\x42\x61\x4e\x4f\x47\x6c\x32\x6e\x48\x66\x6a\x4d\x78\x41\ -\x2f\x69\x75\x5a\x54\x48\x57\x49\x4a\x35\x37\x74\x6b\x72\x48\x79\ -\x35\x4c\x70\x43\x6f\x64\x69\x66\x47\x31\x6f\x6a\x36\x4e\x2b\x42\ -\x51\x79\x69\x50\x2f\x6b\x38\x6b\x45\x6d\x6d\x70\x6a\x54\x57\x69\ -\x20\x51\x73\x69\x33\x39\x6d\x57\x4d\x50\x72\x33\x73\x79\x6e\x63\ -\x39\x4f\x71\x41\x70\x4d\x4a\x6c\x78\x59\x31\x59\x56\x38\x58\x57\ -\x63\x32\x49\x73\x5a\x67\x6b\x70\x72\x77\x4a\x4c\x5a\x44\x31\x69\ -\x72\x56\x68\x45\x43\x57\x6b\x6f\x73\x67\x75\x7a\x5a\x41\x55\x74\ -\x38\x62\x4d\x4b\x30\x2b\x6c\x52\x75\x42\x31\x57\x35\x20\x41\x30\ -\x42\x46\x6b\x7a\x32\x78\x32\x44\x50\x53\x38\x65\x68\x70\x43\x6b\ -\x65\x67\x2b\x6d\x48\x67\x6b\x48\x6c\x47\x66\x72\x35\x79\x35\x63\ -\x70\x4a\x4e\x63\x75\x72\x4d\x35\x6d\x50\x2b\x6c\x78\x52\x71\x2f\ -\x2f\x64\x58\x73\x77\x45\x36\x6f\x4a\x78\x49\x75\x50\x53\x4a\x71\ -\x4c\x2f\x5a\x79\x52\x39\x64\x67\x33\x45\x20\x4e\x38\x4f\x61\x31\ -\x61\x41\x42\x38\x45\x69\x78\x4b\x34\x6f\x50\x46\x33\x4d\x79\x55\ -\x34\x79\x5a\x77\x71\x77\x50\x43\x52\x58\x4a\x2b\x64\x54\x64\x70\ -\x75\x52\x44\x56\x55\x51\x32\x68\x6c\x41\x38\x63\x58\x78\x62\x4f\ -\x38\x51\x49\x48\x66\x4f\x2b\x51\x48\x6e\x62\x4f\x6b\x53\x2b\x76\ -\x2b\x33\x78\x52\x7a\x38\x45\x20\x54\x4b\x72\x4c\x72\x63\x6f\x36\ -\x6b\x62\x72\x61\x5a\x50\x56\x36\x39\x6d\x5a\x59\x73\x77\x50\x78\ -\x66\x66\x68\x5a\x37\x4c\x53\x4d\x4d\x50\x5a\x69\x68\x79\x44\x67\ -\x47\x37\x44\x61\x31\x67\x31\x54\x73\x63\x68\x62\x42\x48\x6b\x33\ -\x38\x43\x6a\x43\x52\x6c\x58\x79\x49\x6a\x4b\x41\x32\x6b\x45\x78\ -\x4d\x75\x43\x4b\x20\x6d\x30\x6b\x4f\x44\x42\x64\x75\x39\x62\x4e\ -\x69\x72\x69\x46\x49\x30\x6d\x2f\x4f\x7a\x78\x56\x33\x56\x6f\x50\ -\x6c\x58\x4e\x53\x77\x42\x6e\x79\x57\x4c\x56\x2b\x31\x69\x6c\x42\ -\x56\x33\x74\x55\x58\x79\x35\x63\x76\x33\x37\x42\x35\x2f\x62\x43\ -\x72\x38\x45\x63\x52\x2b\x59\x32\x67\x51\x31\x54\x30\x44\x2f\x33\ -\x35\x20\x7a\x47\x50\x41\x44\x39\x4a\x78\x4a\x36\x45\x56\x65\x31\ -\x32\x37\x45\x34\x76\x51\x42\x78\x4d\x44\x46\x73\x69\x6b\x73\x69\ -\x64\x37\x73\x55\x4e\x34\x43\x6c\x69\x49\x61\x76\x31\x65\x30\x67\ -\x6c\x5a\x6c\x65\x79\x41\x31\x64\x68\x65\x54\x41\x66\x70\x53\x43\ -\x54\x6d\x34\x72\x62\x32\x2b\x31\x70\x74\x57\x36\x4d\x56\x20\x4a\ -\x49\x30\x6e\x77\x74\x69\x4e\x45\x68\x54\x41\x73\x38\x51\x54\x31\ -\x49\x49\x68\x51\x43\x34\x57\x4f\x35\x4a\x38\x2f\x75\x35\x4a\x44\ -\x36\x49\x6b\x2f\x5a\x62\x4f\x6d\x37\x63\x6f\x33\x79\x4b\x69\x4d\ -\x59\x4f\x59\x2f\x59\x41\x6c\x44\x50\x67\x55\x76\x34\x4f\x62\x68\ -\x69\x4a\x70\x4b\x45\x33\x36\x4a\x46\x69\x7a\x20\x5a\x6b\x30\x35\ -\x48\x59\x2f\x65\x6a\x74\x58\x76\x5a\x2f\x4c\x46\x62\x7a\x61\x76\ -\x7a\x2b\x51\x4b\x56\x30\x37\x6a\x33\x41\x2b\x32\x6e\x6c\x74\x37\ -\x48\x4d\x65\x5a\x33\x79\x67\x44\x76\x42\x63\x37\x44\x6f\x46\x48\ -\x46\x52\x59\x69\x34\x2f\x55\x4d\x55\x64\x32\x73\x74\x52\x6c\x61\ -\x6c\x52\x5a\x74\x2f\x62\x32\x59\x20\x47\x56\x6a\x63\x5a\x72\x4e\ -\x62\x41\x45\x53\x43\x55\x30\x77\x71\x61\x52\x64\x49\x50\x70\x4d\ -\x76\x4a\x75\x4c\x78\x2b\x41\x46\x42\x74\x58\x39\x43\x64\x45\x53\ -\x73\x33\x4b\x68\x47\x7a\x30\x41\x35\x51\x59\x4f\x6a\x62\x54\x4d\ -\x6c\x71\x7a\x62\x75\x51\x78\x70\x64\x58\x32\x39\x38\x6e\x79\x58\ -\x4d\x65\x67\x31\x4c\x20\x58\x64\x38\x4d\x43\x31\x66\x63\x41\x36\ -\x66\x61\x4e\x35\x4d\x72\x6e\x70\x67\x74\x6c\x46\x71\x43\x31\x58\ -\x62\x67\x44\x70\x39\x6c\x41\x61\x6c\x55\x6e\x72\x45\x54\x78\x39\ -\x79\x4c\x42\x75\x6a\x34\x34\x33\x52\x78\x4d\x70\x6d\x63\x42\x2b\ -\x43\x71\x71\x58\x4f\x41\x47\x75\x74\x5a\x65\x7a\x48\x54\x45\x4c\ -\x2b\x41\x20\x56\x52\x34\x6f\x6c\x66\x72\x61\x37\x61\x56\x49\x52\ -\x4d\x56\x72\x45\x38\x6e\x6c\x63\x70\x74\x42\x75\x30\x52\x6c\x54\ -\x58\x2b\x68\x63\x42\x58\x4b\x50\x34\x46\x74\x32\x65\x7a\x36\x71\ -\x63\x54\x46\x57\x6f\x61\x69\x49\x72\x4e\x76\x56\x44\x7a\x72\x41\ -\x61\x74\x69\x54\x42\x59\x66\x68\x71\x75\x42\x4b\x51\x50\x57\x20\ -\x7a\x6d\x4c\x4c\x6d\x50\x56\x56\x52\x44\x55\x42\x65\x39\x78\x73\ -\x6e\x2f\x76\x2f\x43\x73\x52\x7a\x65\x41\x62\x41\x6c\x4d\x74\x78\ -\x67\x48\x6c\x6a\x59\x77\x39\x54\x2f\x38\x34\x62\x70\x4a\x50\x33\ -\x59\x6f\x61\x68\x66\x67\x48\x72\x51\x64\x72\x56\x6e\x67\x42\x70\ -\x6f\x4a\x32\x6b\x49\x35\x45\x34\x73\x46\x69\x46\x20\x32\x69\x78\ -\x76\x45\x6d\x67\x62\x38\x47\x71\x37\x74\x6c\x7a\x4e\x4c\x4d\x38\ -\x51\x77\x68\x77\x4d\x43\x55\x75\x6c\x30\x70\x5a\x45\x4a\x4a\x77\ -\x46\x65\x68\x71\x58\x71\x33\x71\x47\x42\x62\x4f\x4a\x44\x52\x73\ -\x32\x50\x4a\x6d\x49\x68\x4f\x2f\x48\x73\x37\x71\x71\x51\x31\x53\ -\x4f\x5a\x37\x79\x50\x61\x69\x2f\x61\x20\x49\x4a\x56\x61\x48\x6a\ -\x59\x56\x57\x59\x61\x59\x63\x64\x73\x6f\x74\x61\x4e\x62\x33\x55\ -\x43\x6d\x56\x43\x70\x74\x41\x56\x31\x58\x36\x78\x6c\x55\x33\x4d\ -\x4f\x41\x64\x51\x39\x74\x33\x50\x68\x45\x79\x75\x6e\x75\x41\x31\ -\x59\x41\x2f\x37\x4a\x79\x35\x63\x71\x4f\x6d\x6e\x52\x78\x4d\x74\ -\x6d\x56\x78\x44\x58\x50\x20\x46\x75\x55\x49\x31\x4b\x35\x41\x4a\ -\x49\x47\x79\x43\x4a\x6a\x50\x75\x4d\x74\x34\x47\x5a\x48\x37\x56\ -\x46\x6b\x6a\x6f\x6e\x64\x6b\x38\x30\x4e\x33\x73\x46\x66\x74\x6f\ -\x51\x57\x4b\x4e\x76\x52\x78\x31\x76\x45\x33\x76\x32\x32\x62\x4d\ -\x43\x6a\x4b\x4b\x65\x6c\x59\x39\x48\x4e\x34\x52\x72\x53\x67\x65\ -\x6c\x70\x76\x20\x4c\x50\x4b\x67\x68\x65\x63\x43\x55\x2f\x5a\x2b\ -\x43\x76\x4b\x76\x4c\x63\x74\x55\x32\x38\x70\x47\x7a\x51\x54\x6d\ -\x52\x42\x39\x4b\x59\x4b\x30\x32\x42\x53\x78\x30\x72\x75\x67\x46\ -\x2b\x6d\x65\x51\x43\x51\x46\x4c\x34\x58\x6c\x34\x32\x65\x56\x4f\ -\x39\x7a\x59\x39\x6e\x52\x43\x4c\x78\x53\x49\x42\x33\x4b\x4d\x45\ -\x20\x50\x52\x49\x34\x43\x6d\x55\x56\x5a\x51\x37\x77\x35\x42\x63\ -\x61\x74\x7a\x52\x30\x47\x69\x58\x74\x64\x42\x65\x31\x49\x5a\x43\ -\x6f\x79\x4f\x48\x41\x39\x51\x43\x49\x33\x49\x76\x71\x43\x74\x44\ -\x51\x6c\x6b\x63\x33\x76\x54\x4c\x70\x64\x42\x38\x73\x38\x45\x6f\ -\x71\x70\x4f\x6f\x48\x71\x39\x57\x35\x2f\x44\x6f\x5a\x20\x56\x41\ -\x38\x53\x65\x44\x6b\x4b\x4b\x61\x64\x37\x6b\x38\x4a\x76\x52\x50\ -\x56\x6e\x48\x61\x4f\x56\x58\x7a\x2b\x30\x63\x65\x50\x2f\x65\x61\ -\x70\x45\x54\x7a\x69\x38\x76\x4f\x49\x56\x7a\x70\x73\x78\x6c\x55\ -\x59\x2b\x71\x76\x4a\x52\x45\x54\x30\x42\x65\x49\x65\x33\x67\x46\ -\x38\x69\x2f\x4a\x74\x46\x62\x67\x49\x55\x20\x77\x37\x58\x74\x39\ -\x75\x2f\x74\x36\x6c\x70\x57\x52\x6c\x75\x46\x42\x45\x52\x6d\x76\ -\x51\x31\x72\x54\x67\x4b\x57\x68\x58\x38\x49\x76\x48\x6a\x43\x51\ -\x75\x46\x77\x76\x46\x74\x31\x52\x6e\x75\x4e\x6d\x71\x48\x4b\x6e\ -\x53\x4b\x38\x70\x57\x6e\x78\x2f\x6f\x6e\x49\x73\x73\x4f\x71\x6b\ -\x6a\x6c\x50\x47\x36\x53\x6a\x20\x30\x52\x57\x6f\x78\x69\x57\x6f\ -\x6d\x39\x55\x31\x54\x31\x51\x43\x6c\x51\x6c\x44\x67\x34\x41\x62\ -\x33\x46\x66\x46\x33\x52\x38\x78\x2b\x32\x50\x74\x2f\x67\x67\x4a\ -\x45\x5a\x4e\x47\x4e\x51\x30\x63\x69\x46\x59\x6d\x63\x2f\x70\x39\ -\x67\x76\x46\x68\x52\x67\x56\x50\x4d\x47\x37\x65\x75\x50\x32\x57\ -\x42\x34\x45\x7a\x20\x65\x2b\x4e\x64\x33\x2b\x76\x4c\x44\x61\x39\ -\x56\x5a\x59\x33\x41\x4b\x36\x6f\x72\x76\x74\x4d\x51\x6b\x31\x7a\ -\x67\x50\x75\x41\x42\x52\x64\x61\x4b\x32\x6e\x35\x52\x38\x36\x67\ -\x47\x64\x4e\x51\x49\x57\x31\x51\x52\x52\x53\x4b\x69\x48\x4b\x7a\ -\x6f\x38\x58\x67\x50\x6c\x38\x55\x43\x35\x79\x42\x79\x7a\x74\x69\ -\x38\x20\x30\x47\x6a\x53\x36\x66\x36\x39\x77\x45\x32\x45\x33\x4a\ -\x39\x50\x6f\x39\x62\x79\x74\x49\x51\x62\x34\x50\x6c\x2b\x79\x39\ -\x58\x4b\x6e\x58\x37\x4c\x47\x35\x45\x74\x46\x4f\x35\x4b\x70\x5a\ -\x62\x33\x55\x75\x35\x34\x67\x51\x6c\x6f\x71\x58\x2b\x77\x65\x45\ -\x73\x36\x48\x6a\x6b\x4a\x79\x2f\x4d\x6c\x49\x4c\x2f\x72\x20\x48\ -\x79\x79\x32\x7a\x62\x41\x71\x4d\x45\x6d\x79\x6f\x62\x50\x65\x68\ -\x72\x58\x39\x53\x6a\x59\x37\x67\x45\x51\x6b\x66\x41\x36\x65\x46\ -\x4d\x30\x45\x75\x4d\x61\x75\x6d\x45\x70\x39\x74\x43\x66\x75\x66\ -\x42\x48\x30\x38\x50\x35\x63\x38\x58\x6e\x31\x5a\x5a\x46\x49\x6a\ -\x4a\x42\x35\x68\x69\x71\x48\x47\x75\x56\x51\x20\x56\x2f\x6c\x6b\ -\x74\x6c\x43\x34\x7a\x32\x2f\x2f\x57\x47\x78\x35\x6a\x33\x47\x6c\ -\x5a\x55\x77\x75\x79\x6a\x73\x47\x68\x6b\x61\x2b\x73\x41\x4e\x76\ -\x5a\x37\x64\x45\x62\x7a\x54\x71\x75\x47\x4c\x76\x67\x5a\x32\x57\ -\x30\x4d\x6b\x70\x2f\x46\x6d\x51\x76\x36\x69\x36\x66\x31\x73\x34\ -\x5a\x68\x2f\x77\x30\x2f\x56\x4f\x20\x4a\x4a\x5a\x32\x69\x77\x30\ -\x64\x4b\x6e\x41\x6b\x79\x6b\x75\x41\x49\x36\x71\x72\x4b\x69\x4a\ -\x38\x41\x35\x57\x44\x71\x6d\x37\x4f\x34\x47\x57\x79\x76\x77\x56\ -\x75\x4e\x47\x56\x37\x30\x2f\x62\x30\x75\x61\x31\x61\x52\x57\x6a\ -\x7a\x55\x4f\x52\x34\x41\x76\x6f\x79\x56\x58\x6b\x4a\x54\x46\x44\ -\x63\x73\x48\x68\x57\x20\x39\x57\x74\x41\x2f\x68\x65\x31\x49\x36\ -\x4b\x6d\x33\x6c\x6c\x68\x41\x79\x7a\x42\x61\x72\x65\x67\x78\x57\ -\x78\x78\x2b\x50\x72\x74\x2f\x53\x42\x32\x5a\x79\x51\x69\x79\x2f\ -\x38\x54\x35\x4b\x4b\x6d\x78\x59\x38\x50\x6c\x6b\x59\x4f\x59\x4a\ -\x5a\x48\x44\x73\x6e\x6f\x38\x67\x74\x56\x35\x65\x72\x6d\x35\x59\ -\x46\x35\x20\x59\x2f\x74\x6e\x4d\x70\x75\x33\x52\x79\x56\x69\x75\ -\x7a\x45\x33\x6b\x73\x46\x71\x2f\x6f\x36\x30\x66\x6f\x5a\x47\x41\ -\x38\x38\x43\x70\x68\x72\x33\x62\x67\x4e\x5a\x31\x52\x4e\x7a\x72\ -\x73\x4a\x77\x43\x4d\x71\x68\x77\x41\x46\x6f\x4e\x54\x30\x54\x4b\ -\x67\x48\x52\x47\x2f\x47\x65\x32\x69\x33\x49\x35\x39\x66\x33\x20\ -\x4a\x79\x4c\x68\x49\x6b\x33\x5a\x41\x4d\x49\x4a\x77\x4e\x4d\x69\ -\x59\x43\x57\x54\x79\x58\x6c\x75\x5a\x66\x52\x47\x76\x47\x44\x31\ -\x42\x4a\x35\x72\x63\x67\x63\x31\x52\x32\x55\x50\x6f\x38\x41\x57\ 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-\x6c\x63\x42\x50\x32\x36\x33\x72\x36\x41\x50\x4b\x44\x49\x66\x34\ -\x61\x30\x6f\x54\x79\x44\x63\x67\x2b\x56\x2b\x34\x4d\x55\x49\x6f\ -\x77\x74\x48\x20\x79\x38\x2b\x36\x72\x36\x6f\x53\x30\x4f\x59\x6f\ -\x50\x77\x65\x39\x73\x48\x47\x4a\x77\x6f\x6c\x50\x47\x7a\x35\x57\ -\x65\x64\x76\x56\x69\x42\x77\x42\x50\x43\x58\x59\x59\x7a\x4b\x46\ -\x6b\x55\x6b\x6b\x64\x33\x59\x4d\x79\x57\x52\x79\x6e\x72\x48\x32\ -\x57\x46\x55\x64\x4e\x52\x30\x64\x44\x2f\x58\x33\x39\x37\x64\x6b\ -\x20\x53\x49\x4f\x6c\x30\x6a\x33\x41\x69\x31\x4e\x4f\x39\x36\x75\ -\x41\x37\x77\x4b\x6f\x36\x6d\x73\x48\x69\x73\x50\x66\x62\x74\x78\ -\x75\x35\x63\x71\x56\x48\x56\x75\x33\x62\x75\x33\x4b\x5a\x44\x4b\ -\x35\x56\x44\x7a\x2b\x63\x6f\x57\x30\x55\x58\x30\x69\x6b\x38\x39\ -\x66\x33\x64\x76\x56\x74\x63\x78\x30\x64\x4f\x78\x72\x20\x4f\x35\ -\x37\x63\x32\x4e\x65\x33\x79\x55\x38\x78\x30\x2f\x61\x58\x53\x6e\ -\x66\x67\x30\x56\x58\x65\x6d\x59\x35\x45\x34\x6a\x5a\x67\x54\x7a\ -\x54\x49\x59\x57\x70\x5a\x69\x57\x69\x71\x7a\x72\x68\x58\x52\x68\ -\x46\x35\x33\x4f\x4d\x63\x61\x63\x4b\x71\x2b\x55\x39\x67\x4e\x62\ -\x4e\x63\x67\x70\x67\x4c\x70\x43\x4f\x52\x20\x75\x49\x76\x62\x30\ -\x72\x45\x68\x61\x46\x74\x6a\x34\x57\x51\x79\x4f\x63\x2b\x34\x35\ -\x54\x38\x41\x68\x77\x46\x62\x31\x48\x75\x34\x6e\x61\x52\x77\x30\ -\x70\x6a\x68\x6f\x72\x54\x6a\x76\x48\x42\x79\x75\x61\x62\x47\x38\ -\x33\x43\x49\x6a\x2b\x48\x70\x50\x64\x76\x7a\x48\x6e\x59\x55\x63\ -\x39\x48\x38\x44\x47\x41\x52\x20\x31\x6a\x51\x76\x56\x4f\x51\x49\ -\x76\x34\x30\x62\x34\x51\x62\x30\x72\x75\x6f\x2f\x33\x39\x61\x66\ -\x4b\x2b\x7a\x66\x50\x31\x68\x59\x33\x5a\x38\x76\x58\x42\x78\x51\ -\x6a\x67\x62\x43\x57\x7a\x71\x44\x70\x30\x35\x35\x64\x75\x47\x58\ -\x50\x6b\x76\x33\x43\x64\x71\x78\x46\x30\x36\x35\x37\x32\x36\x4f\ -\x64\x4b\x7a\x72\x20\x49\x68\x46\x35\x4c\x61\x41\x71\x38\x71\x71\ -\x64\x43\x56\x61\x4f\x34\x38\x77\x48\x36\x49\x6e\x46\x33\x74\x63\ -\x54\x6a\x2f\x32\x73\x4a\x78\x34\x72\x39\x4d\x62\x6a\x70\x33\x64\ -\x32\x64\x6f\x59\x55\x76\x6f\x50\x49\x7a\x32\x79\x6c\x38\x75\x70\ -\x56\x71\x31\x61\x46\x65\x70\x4c\x78\x32\x39\x50\x4a\x2b\x4d\x65\ -\x54\x20\x79\x57\x53\x79\x38\x52\x69\x75\x73\x65\x50\x63\x4e\x78\ -\x6e\x6e\x34\x4b\x56\x53\x71\x59\x50\x53\x71\x63\x51\x33\x74\x6a\ -\x33\x35\x35\x43\x4e\x69\x33\x64\x38\x43\x59\x4f\x31\x2b\x6f\x76\ -\x70\x38\x43\x38\x63\x41\x32\x4a\x41\x35\x76\x61\x4c\x75\x4f\x6a\ -\x73\x36\x2f\x35\x46\x30\x7a\x4c\x6b\x52\x6f\x44\x63\x52\x20\x4f\ -\x58\x79\x46\x34\x2f\x69\x70\x65\x35\x41\x70\x6c\x58\x49\x44\x2b\ -\x65\x46\x76\x5a\x66\x4a\x44\x37\x38\x67\x57\x68\x30\x37\x4f\x46\ -\x6f\x59\x50\x7a\x42\x61\x47\x65\x72\x4b\x46\x6f\x5a\x35\x73\x63\ -\x65\x6a\x67\x62\x4b\x48\x30\x48\x4e\x66\x6f\x76\x2b\x46\x6c\x6c\ -\x38\x65\x6c\x6e\x63\x6a\x5a\x66\x73\x66\x5a\x20\x30\x2b\x44\x69\ -\x6e\x75\x79\x37\x33\x45\x68\x62\x4b\x57\x72\x6a\x6c\x69\x38\x43\ -\x44\x6b\x50\x31\x79\x76\x6e\x37\x37\x58\x39\x41\x4a\x6c\x2f\x73\ -\x55\x6c\x66\x2f\x52\x5a\x44\x50\x41\x46\x32\x49\x2f\x51\x46\x54\ -\x6c\x49\x6c\x57\x72\x6c\x7a\x5a\x34\x66\x2b\x37\x6c\x61\x64\x56\ -\x77\x41\x49\x56\x50\x35\x72\x2f\x20\x6c\x47\x59\x57\x32\x57\x78\ -\x70\x48\x62\x41\x52\x5a\x63\x58\x4b\x5a\x63\x73\x57\x70\x47\x4f\ -\x78\x49\x33\x74\x37\x65\x2f\x64\x62\x56\x79\x67\x55\x45\x57\x35\ -\x52\x35\x4c\x53\x70\x54\x68\x32\x61\x76\x38\x2f\x4e\x51\x45\x73\ -\x64\x52\x73\x57\x63\x4f\x64\x33\x4c\x33\x78\x33\x52\x45\x34\x6b\ -\x63\x6f\x79\x71\x66\x20\x42\x78\x44\x6b\x69\x6f\x46\x38\x36\x61\ -\x62\x6d\x62\x56\x4b\x78\x32\x49\x74\x37\x34\x76\x45\x33\x70\x64\ -\x4f\x52\x4f\x45\x41\x36\x48\x6a\x2b\x32\x4a\x78\x35\x2f\x55\x30\ -\x38\x38\x2f\x71\x5a\x6b\x4e\x50\x6f\x63\x67\x48\x54\x43\x2b\x55\ -\x5a\x50\x77\x6e\x6d\x30\x4d\x79\x6a\x66\x42\x68\x42\x44\x56\x4e\ -\x41\x48\x20\x45\x62\x31\x34\x44\x50\x37\x30\x30\x45\x4d\x50\x50\ 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-\x69\x68\x37\x59\x36\x78\x35\x62\x46\x48\x6e\x67\x6e\x34\x74\x46\ -\x76\x70\x6e\x45\x78\x67\x7a\x5a\x33\x74\x6c\x64\x71\x2f\x2b\x43\ -\x67\x6a\x37\x70\x4f\x49\x4c\x44\x74\x30\x69\x74\x6d\x36\x2f\x38\ -\x2f\x65\x6d\x63\x66\x48\x56\x5a\x66\x37\x2f\x2f\x31\x38\x7a\x32\ -\x52\x70\x61\x65\x6d\x61\x20\x54\x44\x4a\x37\x4a\x6d\x6b\x70\x70\ -\x43\x42\x51\x51\x45\x51\x45\x78\x41\x57\x34\x43\x49\x49\x69\x69\ -\x7a\x74\x75\x31\x78\x33\x78\x71\x6c\x64\x2b\x71\x46\x65\x39\x6f\ -\x75\x4b\x4b\x6f\x4f\x41\x56\x55\x51\x52\x45\x41\x55\x45\x42\x51\ -\x55\x52\x41\x52\x47\x52\x31\x6f\x5a\x51\x43\x4c\x55\x6c\x6d\x6e\ -\x32\x54\x53\x20\x66\x55\x6d\x58\x5a\x4d\x37\x33\x2b\x66\x31\x78\ -\x4a\x6d\x6d\x61\x54\x43\x5a\x4c\x6b\x79\x37\x59\x39\x2b\x76\x46\ -\x53\x7a\x76\x6e\x6e\x4f\x2b\x63\x6d\x63\x77\x38\x38\x2f\x30\x2b\ -\x33\x38\x2f\x7a\x65\x52\x54\x30\x4d\x5a\x41\x7a\x74\x30\x36\x72\ -\x4f\x56\x33\x51\x4a\x6e\x71\x33\x72\x57\x30\x4a\x68\x39\x2b\x75\ -\x20\x71\x67\x73\x6f\x58\x36\x75\x34\x45\x32\x31\x74\x62\x64\x75\ -\x6a\x41\x66\x38\x44\x77\x46\x6b\x37\x6a\x36\x78\x6e\x6a\x46\x62\ -\x54\x75\x4c\x63\x53\x44\x6f\x66\x45\x34\x52\x46\x39\x41\x41\x41\ -\x67\x41\x45\x6c\x45\x51\x56\x51\x44\x56\x74\x33\x62\x38\x44\x6f\ -\x53\x33\x5a\x76\x49\x35\x72\x39\x53\x37\x6a\x77\x52\x20\x58\x71\ -\x76\x6f\x6b\x52\x52\x39\x7a\x2b\x4e\x56\x30\x68\x39\x76\x56\x55\ -\x38\x42\x4e\x6a\x6a\x47\x62\x41\x53\x65\x45\x4c\x55\x2f\x46\x32\ -\x4e\x75\x4d\x6b\x56\x50\x52\x39\x4f\x57\x79\x67\x78\x4e\x35\x75\ -\x35\x45\x61\x52\x6e\x39\x58\x65\x43\x37\x4c\x64\x48\x6f\x45\x65\ -\x32\x70\x31\x4e\x4b\x42\x35\x37\x50\x4f\x20\x67\x56\x6f\x79\x37\ -\x7a\x4d\x37\x64\x46\x57\x30\x4a\x39\x4c\x58\x41\x74\x66\x32\x2f\ -\x37\x75\x70\x71\x63\x6c\x76\x58\x44\x64\x55\x35\x62\x72\x4a\x46\ -\x33\x4f\x35\x4e\x63\x32\x68\x55\x49\x76\x72\x73\x37\x35\x74\x32\ -\x37\x5a\x31\x74\x4b\x58\x79\x41\x35\x2b\x48\x6a\x6e\x54\x32\x71\ 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-\x50\x42\x34\x52\x57\x7a\x77\x66\x6c\x66\x6b\x69\x7a\x4e\x76\x53\ -\x32\x2f\x65\x4a\x57\x6d\x4f\x61\x74\x7a\x6e\x79\x20\x4c\x49\x70\ -\x46\x39\x48\x48\x67\x65\x44\x58\x75\x53\x31\x6a\x6e\x62\x6f\x45\ -\x4f\x70\x32\x67\x66\x42\x31\x44\x44\x2f\x30\x6c\x52\x6e\x72\x62\ -\x43\x34\x61\x4c\x38\x70\x34\x70\x65\x33\x68\x51\x4a\x58\x5a\x56\ -\x49\x5a\x79\x38\x61\x65\x48\x4b\x78\x4e\x51\x50\x4b\x64\x36\x30\ -\x65\x73\x4b\x4a\x65\x73\x6d\x52\x4a\x20\x31\x62\x72\x56\x71\x33\ -\x34\x73\x73\x42\x58\x68\x4b\x2b\x4c\x71\x41\x32\x32\x5a\x7a\x45\ -\x44\x5a\x56\x6a\x4b\x54\x65\x32\x73\x73\x46\x71\x74\x56\x33\x64\ -\x37\x55\x35\x35\x4c\x71\x37\x75\x36\x75\x38\x7a\x6d\x36\x52\x46\ -\x51\x2b\x70\x41\x37\x54\x67\x48\x6b\x4c\x77\x6b\x30\x6e\x57\x4f\ -\x78\x58\x51\x56\x49\x69\x20\x4a\x47\x75\x32\x39\x6e\x78\x37\x2b\ -\x61\x70\x56\x6d\x39\x31\x69\x73\x57\x38\x72\x50\x4f\x73\x70\x37\ -\x38\x75\x54\x79\x6e\x62\x2b\x74\x69\x6e\x55\x65\x44\x2f\x6f\x47\ -\x30\x57\x34\x45\x71\x38\x39\x33\x54\x36\x48\x49\x75\x65\x55\x65\ -\x58\x68\x72\x54\x35\x38\x74\x6c\x36\x63\x64\x67\x6e\x77\x50\x39\ -\x4b\x30\x71\x20\x2b\x76\x74\x34\x4f\x48\x43\x6e\x69\x4c\x6c\x50\ -\x31\x42\x59\x73\x63\x67\x72\x6f\x2b\x30\x46\x2f\x4f\x35\x71\x54\ -\x72\x36\x4b\x76\x47\x69\x48\x4e\x39\x62\x6f\x69\x37\x74\x4a\x49\ -\x73\x4f\x48\x44\x36\x56\x78\x58\x78\x59\x32\x30\x58\x57\x45\x71\ -\x41\x35\x59\x76\x31\x75\x6a\x2f\x75\x4c\x70\x38\x56\x63\x74\x31\ -\x20\x70\x69\x30\x68\x58\x69\x6c\x41\x52\x58\x70\x63\x39\x2b\x2f\ -\x54\x66\x4b\x61\x49\x61\x44\x31\x41\x55\x58\x7a\x33\x4f\x4c\x62\ -\x76\x61\x33\x50\x71\x47\x37\x37\x36\x6a\x33\x2f\x38\x59\x30\x7a\ -\x4c\x75\x66\x5a\x43\x6f\x54\x73\x53\x71\x48\x39\x55\x6b\x4a\x33\ -\x71\x43\x46\x55\x35\x70\x36\x57\x6c\x35\x5a\x4e\x54\x20\x58\x57\ -\x55\x2b\x57\x54\x53\x46\x41\x75\x39\x58\x31\x51\x38\x44\x69\x75\ -\x71\x46\x37\x57\x58\x79\x46\x74\x56\x77\x6b\x71\x4c\x66\x55\x34\ -\x48\x2b\x46\x6c\x42\x69\x39\x48\x37\x67\x66\x43\x68\x47\x77\x4c\ -\x78\x4a\x68\x66\x57\x43\x72\x67\x61\x59\x34\x2f\x65\x2f\x75\x4b\ -\x36\x37\x2b\x2b\x68\x74\x72\x76\x74\x38\x20\x2f\x35\x63\x2b\x6d\ -\x63\x77\x39\x67\x62\x64\x4e\x50\x6b\x41\x69\x6b\x56\x75\x4b\x70\ -\x33\x73\x43\x2b\x46\x52\x4c\x4c\x48\x53\x69\x4c\x65\x37\x38\x61\ -\x7a\x46\x34\x68\x6e\x58\x67\x74\x6d\x30\x44\x4f\x33\x32\x6c\x76\ -\x39\x4f\x52\x44\x46\x6d\x4f\x2b\x50\x33\x2b\x41\x36\x5a\x4e\x63\ -\x38\x4b\x4f\x39\x52\x30\x67\x20\x72\x72\x75\x2b\x4c\x64\x4f\x35\ -\x45\x6b\x39\x63\x75\x67\x56\x34\x4d\x38\x43\x41\x75\x36\x79\x78\ -\x71\x39\x54\x56\x68\x78\x44\x38\x57\x47\x6e\x59\x55\x46\x50\x6a\ -\x41\x6c\x69\x66\x2b\x57\x63\x4e\x7a\x47\x2b\x4b\x68\x44\x59\x44\ -\x66\x53\x6a\x58\x4a\x54\x4c\x5a\x7a\x77\x35\x39\x58\x39\x54\x4b\ -\x52\x57\x4a\x34\x20\x46\x74\x45\x33\x4e\x41\x55\x62\x33\x72\x61\ -\x76\x61\x62\x4e\x61\x57\x6c\x70\x71\x2b\x72\x5a\x73\x4f\x71\x50\ 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-\x36\x59\x35\x55\x39\x70\x66\x78\x63\x50\x69\x37\x34\x75\x58\x39\ -\x69\x6b\x43\x2b\x50\x5a\x4e\x35\x50\x5a\x34\x2f\x54\x37\x77\x39\ -\x6d\x79\x31\x62\x49\x42\x73\x50\x4e\x62\x35\x44\x34\x53\x5a\x41\ -\x45\x39\x6e\x4f\x59\x5a\x73\x36\x20\x72\x58\x56\x31\x4d\x37\x62\ -\x58\x31\x4a\x79\x50\x53\x48\x56\x62\x4a\x6e\x4e\x31\x50\x42\x7a\ -\x2b\x4e\x4f\x68\x41\x58\x57\x63\x66\x45\x71\x79\x42\x61\x57\x71\ -\x34\x46\x38\x74\x79\x52\x50\x37\x59\x6e\x6b\x37\x2f\x33\x30\x6e\ -\x67\x65\x33\x69\x45\x6f\x74\x35\x34\x50\x44\x37\x4c\x46\x49\x73\ -\x68\x46\x77\x49\x69\x20\x74\x73\x36\x46\x64\x61\x6e\x55\x6b\x43\ -\x56\x50\x69\x56\x69\x6f\x38\x52\x73\x43\x6e\x77\x66\x53\x32\x36\ -\x30\x63\x58\x47\x6c\x57\x74\x72\x63\x52\x62\x61\x77\x2f\x47\x35\ -\x45\x37\x68\x68\x31\x51\x66\x57\x65\x71\x73\x37\x74\x53\x61\x6b\ -\x52\x61\x77\x75\x46\x34\x57\x79\x62\x54\x58\x76\x71\x33\x45\x34\ -\x38\x45\x20\x58\x71\x76\x4b\x34\x53\x44\x56\x71\x4b\x53\x64\x32\ 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-\x66\x56\x62\x67\x50\x54\x72\x54\x66\x6a\x63\x65\x4f\x52\x79\x4f\ -\x73\x52\x2f\x74\x51\x63\x6a\x54\x77\x6e\x79\x75\x56\x74\x36\x66\ -\x52\x4e\x4f\x7a\x32\x52\x36\x49\x47\x6f\x41\x4d\x4d\x37\x44\x79\ -\x38\x49\x42\x67\x2f\x66\x5a\x75\x53\x76\x43\x41\x70\x36\x50\x55\ -\x42\x50\x62\x2b\x2f\x2f\x20\x7a\x61\x71\x70\x47\x64\x6a\x64\x37\ -\x45\x69\x6e\x38\x37\x46\x59\x72\x4d\x47\x78\x78\x65\x74\x45\x7a\ -\x44\x46\x61\x63\x67\x56\x49\x52\x38\x4f\x50\x78\x69\x45\x49\x38\ -\x68\x4c\x4b\x6c\x7a\x72\x53\x36\x55\x65\x62\x6f\x34\x48\x6a\x58\ -\x4e\x65\x34\x71\x70\x70\x73\x53\x36\x65\x58\x41\x38\x74\x48\x65\ -\x78\x38\x4f\x20\x32\x46\x36\x38\x62\x47\x75\x4e\x37\x31\x30\x4b\ -\x6b\x52\x70\x48\x4c\x36\x57\x43\x59\x2b\x31\x65\x68\x30\x69\x35\ -\x31\x6c\x76\x62\x71\x37\x59\x58\x37\x36\x35\x30\x57\x54\x77\x63\ -\x50\x73\x71\x4b\x50\x68\x57\x50\x68\x4e\x6f\x55\x66\x71\x74\x47\ -\x62\x2b\x35\x49\x35\x76\x72\x46\x75\x4f\x4d\x6d\x6c\x65\x32\x36\ -\x20\x74\x36\x57\x68\x34\x64\x43\x69\x30\x5a\x2f\x71\x30\x4a\x4b\ -\x37\x48\x55\x53\x4e\x32\x49\x63\x6a\x41\x66\x2b\x33\x36\x68\x6f\ -\x4c\x58\x35\x71\x73\x6a\x61\x33\x4a\x6d\x6d\x46\x4a\x4c\x4e\x6a\ -\x77\x48\x6c\x58\x39\x4e\x6a\x42\x2f\x6c\x46\x50\x2f\x4a\x55\x59\ -\x2f\x6b\x73\x77\x57\x6e\x71\x78\x38\x33\x73\x37\x45\x20\x49\x36\ -\x45\x76\x43\x58\x77\x46\x2b\x44\x4d\x51\x70\x72\x2f\x4b\x48\x4c\ -\x59\x6f\x38\x71\x42\x67\x37\x78\x47\x58\x65\x39\x70\x79\x75\x59\ -\x6f\x47\x2f\x4e\x47\x41\x2f\x36\x66\x41\x30\x44\x2b\x38\x64\x58\ -\x43\x61\x4f\x76\x4c\x35\x4b\x66\x66\x7a\x6d\x51\x68\x4c\x6c\x6c\ -\x43\x31\x74\x74\x44\x34\x41\x48\x41\x43\x20\x53\x72\x4a\x4b\x35\ -\x65\x68\x79\x69\x76\x53\x6d\x53\x50\x41\x46\x59\x42\x48\x65\x6b\ -\x75\x71\x4a\x52\x44\x70\x33\x66\x46\x4e\x54\x36\x42\x69\x78\x35\ -\x67\x6c\x4b\x66\x32\x74\x56\x7a\x6b\x79\x6b\x30\x33\x66\x48\x77\ -\x34\x46\x66\x69\x73\x67\x4d\x71\x79\x78\x31\x78\x50\x31\x31\x57\ 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-\x55\x4c\x56\x36\x4c\x38\x79\x68\x58\x6e\x6c\x6c\x51\x71\x20\x4e\ -\x65\x47\x69\x35\x55\x69\x6a\x2f\x30\x4d\x69\x66\x41\x38\x47\x79\ -\x56\x6d\x47\x6f\x66\x38\x30\x2b\x4e\x36\x65\x79\x49\x39\x73\x32\ -\x44\x6c\x57\x64\x6a\x6c\x67\x68\x66\x33\x2b\x78\x59\x36\x6a\x56\ -\x79\x76\x79\x6d\x6c\x46\x4f\x33\x61\x6a\x77\x78\x58\x53\x2b\x63\ -\x44\x57\x6a\x2b\x50\x55\x4d\x70\x54\x6b\x63\x20\x76\x68\x54\x52\ -\x72\x35\x57\x75\x38\x36\x47\x6b\x45\x62\x6c\x58\x52\x65\x2b\x32\ -\x34\x6e\x74\x6f\x50\x48\x30\x47\x49\x34\x47\x36\x34\x77\x55\x7a\ -\x66\x4a\x71\x71\x66\x43\x33\x56\x57\x66\x6a\x69\x65\x4f\x35\x72\ -\x64\x78\x45\x50\x4e\x56\x36\x68\x63\x42\x47\x77\x78\x56\x6f\x35\ -\x50\x70\x58\x50\x6c\x39\x31\x56\x20\x6a\x55\x63\x43\x78\x79\x4f\ -\x6d\x33\x6c\x70\x62\x4c\x53\x4c\x46\x52\x44\x72\x33\x6d\x33\x67\ -\x38\x50\x6b\x75\x4c\x78\x54\x50\x55\x32\x49\x7a\x50\x6c\x57\x7a\ -\x4e\x67\x51\x64\x6d\x2b\x6a\x55\x34\x67\x7a\x44\x78\x53\x4f\x42\ -\x6b\x59\x2b\x52\x6f\x72\x4b\x6c\x76\x53\x32\x63\x75\x62\x6f\x6d\ -\x46\x54\x6c\x49\x72\x20\x6c\x77\x49\x6f\x50\x4e\x32\x52\x7a\x76\ -\x79\x2f\x67\x38\x4c\x68\x67\x47\x74\x4d\x51\x31\x73\x71\x39\x51\ -\x77\x6a\x37\x45\x6f\x32\x68\x52\x73\x76\x51\x2f\x6c\x2f\x49\x4d\ -\x73\x53\x32\x58\x78\x5a\x54\x55\x39\x54\x55\x2b\x41\x67\x72\x48\ -\x4f\x4f\x4d\x62\x71\x78\x50\x5a\x47\x39\x71\x6a\x6b\x63\x66\x71\ -\x38\x4b\x20\x33\x6c\x4a\x64\x75\x61\x34\x6a\x6b\x2f\x6c\x41\x63\ -\x7a\x52\x38\x6d\x51\x71\x48\x69\x74\x71\x56\x67\x74\x37\x63\x6c\ -\x73\x71\x58\x32\x37\x32\x53\x63\x44\x6a\x63\x57\x46\x58\x71\x45\ -\x64\x43\x52\x79\x66\x79\x39\x4a\x52\x49\x35\x52\x45\x58\x66\x6f\ -\x69\x49\x7a\x56\x62\x58\x62\x57\x50\x37\x59\x6e\x73\x6b\x4d\x20\ -\x79\x2f\x50\x46\x51\x34\x47\x48\x76\x46\x70\x48\x75\x53\x65\x52\ -\x7a\x59\x2b\x71\x35\x64\x76\x54\x78\x41\x4c\x2b\x7a\x79\x74\x38\ -\x59\x2b\x6a\x6a\x6f\x76\x61\x30\x5a\x4f\x65\x71\x2b\x79\x70\x65\ -\x47\x77\x73\x65\x58\x74\x32\x72\x32\x5a\x6d\x4e\x6a\x52\x76\x57\ -\x64\x48\x65\x66\x62\x4e\x43\x33\x37\x52\x53\x38\x20\x6c\x4b\x58\ -\x71\x63\x39\x2b\x63\x53\x48\x53\x6d\x4a\x6e\x4a\x76\x38\x65\x44\ -\x38\x68\x52\x62\x6e\x4a\x6c\x57\x4f\x72\x6e\x44\x61\x5a\x75\x43\ -\x69\x56\x4c\x35\x51\x30\x51\x6c\x69\x4e\x43\x59\x63\x73\x4f\x72\ -\x71\x36\x6d\x5a\x4d\x72\x35\x49\x76\x67\x56\x7a\x4d\x4b\x45\x74\ -\x4c\x68\x56\x75\x6b\x79\x72\x32\x34\x20\x56\x48\x38\x32\x4c\x75\ -\x4b\x52\x34\x4a\x73\x45\x75\x55\x76\x67\x71\x36\x57\x4f\x30\x52\ -\x39\x58\x58\x33\x58\x6a\x30\x4e\x32\x4d\x65\x44\x77\x51\x6f\x55\ -\x2f\x2b\x51\x77\x79\x68\x39\x6c\x54\x75\x43\x78\x57\x47\x6c\x46\ -\x6a\x41\x76\x30\x4b\x48\x47\x77\x68\x32\x7a\x5a\x67\x7a\x50\x31\ -\x72\x6d\x79\x37\x78\x48\x20\x61\x51\x6f\x32\x76\x67\x76\x68\x42\ -\x67\x42\x56\x66\x65\x2f\x51\x55\x70\x65\x78\x30\x74\x39\x41\x74\ -\x69\x55\x61\x4f\x4d\x4c\x46\x65\x52\x32\x71\x59\x59\x50\x47\x52\ -\x50\x54\x4c\x52\x61\x6c\x2b\x77\x64\x48\x69\x52\x72\x79\x4b\x68\ -\x4c\x54\x34\x61\x6f\x39\x69\x2b\x2f\x59\x36\x6c\x66\x34\x76\x69\ -\x50\x36\x70\x20\x50\x5a\x32\x39\x4e\x68\x36\x4c\x66\x46\x35\x55\ -\x76\x77\x48\x6b\x46\x4c\x37\x55\x6b\x63\x70\x63\x7a\x35\x44\x41\ -\x31\x52\x51\x4b\x2f\x42\x44\x30\x59\x79\x69\x50\x4a\x6e\x4b\x64\ -\x77\x33\x37\x45\x6d\x71\x4b\x52\x62\x77\x6c\x36\x4d\x59\x49\x49\ -\x33\x4e\x47\x65\x7a\x4a\x7a\x62\x31\x4e\x54\x6b\x78\x33\x56\x50\ -\x20\x41\x44\x44\x57\x2f\x71\x73\x39\x6d\x32\x31\x72\x6a\x6f\x59\ -\x2f\x41\x35\x77\x43\x65\x70\x69\x49\x76\x4c\x75\x6d\x5a\x39\x76\ -\x66\x74\x6b\x36\x72\x58\x67\x61\x30\x49\x36\x77\x45\x65\x62\x51\ -\x6a\x6c\x62\x32\x35\x71\x61\x6e\x4a\x37\x37\x70\x75\x37\x7a\x68\ -\x53\x43\x77\x41\x30\x68\x2f\x32\x4c\x72\x5a\x70\x2f\x20\x41\x54\ -\x34\x56\x4f\x53\x75\x5a\x79\x64\x38\x35\x67\x62\x64\x31\x64\x32\ -\x47\x69\x41\x66\x39\x4b\x68\x6c\x6f\x30\x51\x54\x71\x56\x4c\x7a\ -\x52\x52\x6f\x58\x36\x77\x4f\x52\x4a\x5a\x6f\x74\x68\x2b\x30\x58\ -\x59\x50\x6b\x46\x4b\x6c\x57\x34\x54\x56\x77\x47\x4b\x38\x47\x66\ -\x6e\x61\x4f\x58\x58\x2b\x68\x72\x46\x75\x20\x59\x4a\x56\x6a\x79\ -\x52\x4b\x71\x56\x75\x66\x39\x58\x30\x4b\x34\x68\x4d\x70\x69\x38\ -\x46\x39\x58\x62\x65\x76\x37\x7a\x34\x6b\x6d\x35\x43\x63\x55\x73\ -\x45\x72\x4a\x76\x79\x75\x41\x59\x56\x50\x2b\x49\x59\x4f\x2f\x5a\ -\x4f\x47\x6a\x36\x58\x78\x68\x51\x6d\x76\x6c\x31\x74\x62\x57\x36\ -\x71\x32\x62\x4e\x72\x78\x6f\x20\x6c\x44\x2b\x33\x5a\x62\x4c\x76\ -\x62\x77\x36\x48\x46\x79\x50\x36\x4c\x48\x42\x52\x4f\x4a\x32\x39\ -\x4a\x68\x63\x4f\x48\x36\x65\x69\x70\x79\x6d\x63\x44\x68\x77\x4b\ -\x6f\x4e\x44\x54\x61\x36\x6d\x72\x56\x43\x4d\x34\x30\x71\x2b\x56\ -\x69\x72\x35\x6e\x4c\x42\x73\x41\x75\x34\x74\x6f\x49\x48\x43\x45\ -\x4d\x66\x6f\x6f\x20\x58\x71\x43\x2b\x4d\x70\x48\x74\x76\x47\x6a\ -\x6f\x4f\x62\x46\x41\x59\x4a\x45\x34\x66\x48\x58\x77\x59\x39\x62\ -\x4b\x39\x31\x4f\x35\x33\x4f\x4e\x4e\x6b\x65\x41\x4c\x43\x50\x4d\ -\x38\x67\x7a\x78\x64\x6d\x30\x6a\x6e\x47\x35\x75\x69\x34\x66\x38\ -\x53\x31\x63\x75\x41\x72\x4b\x66\x4c\x63\x62\x2f\x5a\x6e\x73\x6f\ -\x2f\x20\x31\x74\x54\x55\x47\x49\x30\x6d\x4f\x6e\x4d\x50\x56\x35\ -\x6a\x39\x68\x6b\x4b\x68\x61\x54\x55\x2b\x4f\x51\x57\x56\x44\x77\ -\x4a\x7a\x74\x76\x59\x56\x58\x7a\x38\x30\x61\x64\x30\x55\x61\x72\ -\x77\x4a\x65\x49\x66\x43\x76\x63\x6c\x73\x35\x37\x43\x79\x71\x5a\ -\x5a\x6f\x39\x45\x67\x72\x65\x6f\x72\x46\x58\x4a\x4e\x4d\x20\x4a\ -\x73\x75\x30\x59\x52\x76\x68\x76\x59\x68\x47\x47\x78\x32\x4b\x6e\ -\x31\x58\x30\x59\x46\x51\x57\x41\x6b\x38\x6e\x30\x72\x6e\x7a\x6d\ -\x79\x4c\x68\x36\x30\x48\x66\x41\x32\x77\x45\x31\x6f\x69\x72\x70\ -\x33\x62\x6b\x63\x69\x76\x6a\x6b\x64\x42\x46\x49\x71\x78\x45\x54\ -\x62\x64\x72\x54\x43\x36\x5a\x54\x48\x59\x4e\x20\x65\x2b\x2f\x43\ -\x6a\x64\x38\x54\x35\x57\x49\x67\x6f\x62\x36\x61\x51\x2f\x62\x57\ 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-\x49\x43\x2f\x54\x70\x38\x31\x39\x2f\x58\x6c\x5a\x6e\x2f\x4e\x59\ -\x66\x39\x69\x69\x2f\x50\x39\x77\x59\x2b\x4a\x6c\x53\x73\x36\x63\ -\x72\x6c\x37\x34\x70\x48\x51\x6c\x31\x57\x30\x69\x4d\x6f\x47\x55\ -\x62\x75\x36\x49\x35\x50\x2f\x31\x57\x44\x33\x7a\x31\x32\x6b\x20\ -\x72\x41\x46\x69\x50\x4e\x54\x34\x57\x34\x57\x7a\x52\x50\x58\x58\ -\x48\x62\x6d\x75\x4b\x61\x2f\x64\x61\x77\x36\x48\x46\x36\x76\x52\ -\x77\x36\x77\x53\x4d\x6a\x43\x33\x54\x2b\x56\x4b\x78\x33\x47\x73\ -\x73\x63\x55\x6b\x4f\x33\x6f\x6c\x33\x74\x4f\x52\x7a\x67\x37\x37\ -\x7a\x4c\x61\x30\x7a\x44\x33\x51\x33\x56\x61\x7a\x20\x41\x6d\x68\ -\x41\x39\x45\x75\x4a\x54\x4e\x66\x2f\x54\x76\x58\x39\x54\x6f\x52\ -\x6f\x6f\x2f\x2f\x50\x43\x43\x63\x4e\x65\x64\x69\x4b\x6c\x65\x5a\ -\x6b\x56\x31\x64\x79\x31\x4f\x75\x6a\x30\x53\x5a\x48\x33\x61\x75\ -\x41\x55\x34\x43\x76\x39\x31\x71\x2b\x4f\x5a\x56\x46\x2f\x36\x46\ -\x51\x61\x4b\x35\x6a\x2b\x33\x34\x4b\x20\x6e\x46\x33\x68\x74\x47\ -\x33\x41\x4a\x31\x4c\x35\x77\x6b\x2f\x48\x4d\x2f\x61\x59\x41\x6c\ -\x5a\x72\x61\x32\x76\x31\x35\x76\x57\x72\x50\x34\x74\x79\x4b\x57\ -\x58\x72\x69\x48\x59\x61\x38\x6a\x37\x72\x32\x49\x39\x6e\x4d\x74\ -\x33\x74\x6c\x63\x38\x62\x6e\x5a\x5a\x49\x38\x46\x78\x46\x62\x72\ -\x47\x4f\x47\x30\x73\x6b\x20\x4f\x6c\x50\x78\x63\x50\x67\x6f\x4d\ -\x5a\x79\x49\x36\x6e\x65\x41\x46\x61\x57\x75\x4f\x47\x63\x70\x65\ -\x6b\x5a\x48\x4f\x76\x66\x37\x67\x65\x75\x69\x6f\x51\x2b\x45\x55\ -\x74\x6e\x72\x48\x36\x34\x77\x57\x34\x67\x47\x2f\x44\x38\x42\x50\ -\x6a\x6a\x73\x37\x6f\x32\x38\x4e\x70\x6e\x74\x65\x6e\x68\x58\x37\ -\x33\x30\x58\x20\x63\x5a\x72\x43\x6a\x66\x65\x68\x76\x42\x37\x49\ -\x55\x75\x55\x65\x74\x61\x38\x59\x31\x63\x56\x44\x6a\x66\x63\x71\ -\x6e\x49\x5a\x77\x51\x79\x4c\x54\x2b\x5a\x34\x39\x64\x52\x38\x6e\ -\x67\x53\x2f\x56\x46\x47\x68\x32\x72\x4d\x77\x74\x43\x6c\x75\x54\ -\x79\x64\x77\x7a\x35\x63\x36\x4c\x42\x52\x76\x65\x49\x79\x4c\x58\ -\x20\x41\x39\x75\x73\x59\x77\x39\x4a\x70\x51\x71\x4a\x63\x75\x66\ -\x74\x4b\x61\x4b\x42\x75\x69\x50\x41\x44\x4d\x76\x66\x4b\x64\x79\ -\x5a\x7a\x68\x65\x47\x56\x6d\x37\x73\x52\x46\x4d\x6f\x64\x4a\x67\ -\x59\x2b\x62\x6d\x67\x74\x37\x6a\x47\x64\x36\x76\x52\x34\x70\x45\ -\x6f\x50\x77\x43\x32\x49\x56\x7a\x55\x6b\x63\x71\x4f\x20\x51\x52\ -\x30\x2f\x63\x55\x71\x2b\x57\x64\x38\x44\x68\x72\x63\x69\x4b\x36\ -\x48\x6f\x39\x61\x5a\x36\x2b\x6b\x66\x47\x4f\x72\x73\x64\x74\x66\ -\x67\x35\x47\x71\x67\x2f\x62\x76\x4f\x36\x31\x55\x74\x52\x76\x6b\ -\x62\x46\x59\x4b\x56\x5a\x46\x58\x6c\x62\x4b\x74\x39\x31\x32\x6d\ -\x51\x45\x4b\x77\x39\x6e\x4f\x59\x42\x78\x20\x7a\x65\x58\x4e\x34\ -\x66\x42\x35\x49\x6e\x6f\x66\x72\x69\x34\x48\x55\x46\x6a\x6d\x69\ -\x75\x38\x43\x59\x4a\x4d\x67\x62\x2b\x36\x2f\x49\x68\x34\x4a\x76\ -\x42\x37\x6c\x38\x6c\x57\x74\x72\x52\x56\x66\x6d\x79\x50\x75\x64\ -\x79\x67\x7a\x51\x31\x43\x72\x65\x33\x79\x62\x75\x79\x6b\x59\x75\ -\x4c\x77\x55\x72\x48\x70\x56\x20\x37\x64\x74\x32\x56\x37\x43\x4b\ -\x52\x43\x4a\x7a\x42\x76\x38\x33\x49\x4e\x67\x63\x42\x36\x71\x65\ -\x53\x46\x69\x74\x6a\x47\x4c\x35\x55\x35\x36\x54\x77\x44\x66\x52\ -\x35\x78\x37\x4d\x77\x31\x42\x4d\x4a\x50\x49\x72\x32\x6c\x4b\x35\ -\x78\x30\x63\x4b\x56\x67\x44\x4a\x58\x4e\x63\x4e\x77\x46\x2b\x42\ -\x57\x73\x63\x31\x20\x33\x39\x75\x56\x35\x35\x77\x61\x7a\x44\x41\ -\x42\x72\x49\x66\x39\x7a\x75\x69\x58\x36\x69\x74\x41\x44\x31\x47\ -\x34\x33\x4e\x68\x69\x42\x2f\x41\x35\x76\x48\x72\x4f\x70\x53\x68\ -\x33\x4e\x6b\x65\x43\x64\x37\x59\x45\x67\x2b\x56\x73\x6c\x69\x65\ -\x46\x5a\x4b\x37\x37\x47\x75\x74\x79\x4e\x42\x58\x6b\x4a\x6f\x4b\ -\x38\x20\x56\x33\x75\x33\x50\x52\x59\x63\x34\x33\x32\x4d\x4f\x73\ -\x4f\x4b\x42\x68\x6f\x2b\x43\x76\x71\x6a\x43\x71\x63\x55\x55\x62\ -\x6c\x79\x53\x39\x48\x39\x6e\x37\x47\x6f\x62\x63\x64\x4c\x63\x79\ -\x54\x34\x61\x35\x44\x7a\x53\x76\x39\x4d\x62\x53\x33\x61\x51\x36\ 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-\x64\x6f\x4f\x32\x49\x72\x68\x43\x72\x4b\x77\x54\x66\x79\x74\x46\ -\x6b\x4c\x47\x4d\x68\x20\x46\x67\x77\x65\x4c\x6d\x4c\x2f\x44\x6a\ -\x67\x4b\x70\x79\x57\x7a\x6e\x52\x56\x33\x33\x58\x59\x58\x73\x55\ -\x42\x67\x6b\x65\x49\x75\x5a\x2f\x6a\x45\x34\x6f\x6c\x55\x76\x6a\ -\x42\x71\x68\x51\x6a\x41\x51\x51\x66\x4e\x6e\x39\x6d\x33\x72\x66\ -\x5a\x4d\x56\x4d\x34\x44\x66\x53\x50\x65\x4d\x6c\x6e\x78\x64\x75\ -\x31\x6d\x20\x43\x75\x61\x6f\x39\x6e\x52\x36\x33\x4c\x6d\x6b\x38\ -\x52\x41\x49\x42\x4b\x62\x37\x31\x50\x32\x65\x43\x4a\x57\x55\x39\ -\x48\x6b\x48\x35\x31\x57\x6a\x53\x59\x74\x47\x44\x56\x67\x6c\x73\ -\x37\x43\x52\x74\x6a\x76\x2f\x5a\x6f\x78\x2b\x4e\x4a\x48\x74\x4c\ -\x75\x76\x32\x4f\x52\x6d\x63\x42\x4c\x35\x30\x4f\x50\x78\x42\x20\ -\x4d\x63\x7a\x7a\x57\x58\x36\x32\x49\x70\x50\x4a\x4e\x7a\x55\x46\ -\x58\x32\x46\x63\x65\x55\x61\x46\x64\x78\x71\x31\x47\x78\x56\x7a\ -\x46\x33\x41\x6e\x79\x48\x7a\x51\x51\x36\x78\x54\x64\x58\x41\x69\ -\x6b\x52\x68\x31\x56\x6c\x4a\x53\x35\x41\x2f\x76\x58\x61\x6a\x63\ -\x6d\x2b\x6f\x73\x6a\x4f\x36\x7a\x4e\x63\x6e\x45\x20\x51\x2f\x35\ -\x44\x46\x66\x4d\x45\x58\x70\x4c\x39\x70\x34\x6c\x73\x35\x37\x41\ -\x6c\x61\x79\x55\x4f\x6d\x6a\x39\x2f\x5a\x74\x38\x30\x33\x79\x4a\ -\x72\x4f\x63\x51\x49\x42\x79\x75\x79\x43\x44\x67\x59\x54\x33\x77\ -\x35\x30\x6b\x36\x75\x43\x39\x4b\x74\x36\x46\x70\x42\x4e\x69\x48\ -\x71\x2f\x65\x67\x6f\x63\x30\x43\x72\x20\x51\x41\x49\x4d\x31\x39\ -\x59\x70\x38\x48\x64\x52\x66\x6d\x57\x6d\x62\x62\x39\x75\x73\x4e\ -\x6c\x65\x55\x36\x68\x78\x4a\x62\x42\x41\x34\x5a\x76\x4a\x62\x4f\ -\x65\x41\x75\x44\x55\x55\x43\x6b\x32\x72\x77\x6e\x32\x6e\x49\x42\ -\x63\x6f\x2b\x70\x6f\x79\x39\x37\x4d\x56\x4c\x36\x2b\x78\x6e\x68\ -\x33\x6c\x4f\x39\x50\x78\x20\x39\x44\x32\x56\x65\x68\x74\x75\x46\ -\x6d\x47\x6c\x4b\x73\x74\x42\x6c\x36\x6e\x49\x73\x7a\x35\x72\x6c\ -\x6f\x38\x33\x6b\x4d\x57\x43\x67\x61\x74\x46\x39\x43\x50\x41\x53\ -\x30\x37\x74\x41\x59\x66\x75\x44\x61\x56\x61\x30\x59\x44\x2f\x6c\ -\x38\x44\x62\x68\x7a\x36\x75\x49\x75\x65\x4e\x56\x71\x2f\x58\x48\ -\x41\x36\x66\x20\x68\x64\x47\x51\x4f\x74\x55\x33\x39\x75\x2b\x6f\ -\x78\x32\x4b\x78\x32\x59\x37\x72\x6e\x6d\x57\x4e\x6e\x69\x66\x4b\ -\x36\x34\x42\x38\x52\x7a\x72\x62\x78\x47\x34\x79\x4e\x59\x77\x32\ -\x31\x72\x38\x56\x6b\x5a\x2b\x79\x73\x78\x50\x75\x41\x45\x62\x30\ -\x38\x45\x53\x75\x65\x32\x6d\x35\x59\x2f\x32\x4d\x4b\x59\x63\x56\ -\x20\x44\x64\x54\x2f\x41\x32\x52\x6f\x4d\x6a\x71\x64\x79\x68\x64\ -\x69\x37\x43\x45\x48\x78\x2b\x5a\x49\x36\x46\x6b\x67\x50\x62\x76\ -\x4f\x66\x2f\x62\x36\x56\x59\x58\x48\x67\x53\x56\x41\x6e\x77\x6f\ -\x58\x44\x42\x55\x4b\x56\x69\x49\x61\x38\x44\x39\x47\x6d\x58\x70\ -\x47\x61\x2b\x57\x59\x54\x46\x66\x58\x57\x46\x6f\x6d\x20\x54\x51\ -\x71\x78\x57\x47\x79\x32\x46\x4c\x63\x39\x44\x64\x49\x43\x38\x73\ -\x54\x30\x57\x58\x4e\x4f\x4c\x4a\x63\x63\x62\x32\x6c\x70\x71\x65\ 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-\x7a\x77\x41\x70\x46\x58\x6b\x4a\x59\x71\x55\x5a\x58\x7a\x4a\x67\ -\x78\x74\x37\x33\x63\x2b\x2b\x71\x39\x2f\x39\x74\x58\x41\x6e\x57\ -\x43\x58\x4e\x4b\x52\x7a\x59\x2f\x65\x57\x58\x77\x4b\x61\x51\x6f\ -\x45\x20\x44\x72\x4b\x34\x7a\x7a\x4e\x38\x64\x74\x57\x65\x79\x68\ -\x63\x57\x55\x56\x6e\x4c\x4b\x4d\x32\x52\x30\x48\x4e\x34\x7a\x53\ -\x49\x32\x71\x2b\x68\x50\x66\x4b\x35\x38\x62\x32\x55\x32\x4f\x31\ -\x44\x33\x47\x51\x71\x46\x35\x76\x70\x67\x51\x54\x4b\x62\x48\x5a\ -\x65\x41\x65\x31\x63\x70\x54\x59\x44\x2b\x7a\x76\x44\x65\x20\x41\ -\x39\x32\x70\x66\x4b\x47\x52\x55\x53\x79\x65\x78\x78\x53\x77\x59\ -\x6f\x47\x47\x72\x79\x6a\x36\x70\x61\x47\x50\x46\x38\x55\x58\x7a\ -\x6b\x33\x43\x6c\x48\x77\x69\x78\x43\x4f\x68\x7a\x77\x74\x38\x5a\ -\x62\x75\x6c\x73\x62\x61\x32\x74\x6b\x66\x37\x74\x72\x34\x61\x56\ -\x39\x4b\x44\x61\x39\x78\x61\x49\x73\x46\x7a\x20\x72\x61\x2f\x6d\ -\x6a\x35\x55\x71\x30\x43\x4e\x42\x2f\x35\x74\x45\x4b\x56\x66\x61\ -\x38\x46\x41\x71\x58\x79\x6a\x62\x6d\x57\x51\x4b\x63\x4f\x4b\x68\ -\x78\x72\x73\x56\x53\x73\x5a\x73\x2b\x69\x77\x69\x4f\x39\x54\x65\ -\x4b\x6a\x4e\x41\x5a\x2b\x50\x39\x4d\x74\x56\x54\x50\x76\x64\x59\ -\x42\x44\x6f\x45\x6c\x71\x76\x79\x20\x76\x42\x68\x5a\x37\x72\x71\ -\x38\x36\x4e\x52\x75\x37\x62\x44\x62\x70\x6a\x58\x69\x73\x45\x6a\ -\x55\x4c\x69\x67\x46\x74\x77\x55\x43\x4c\x59\x72\x55\x65\x37\x4f\ -\x6f\x4d\x64\x45\x46\x50\x49\x76\x77\x69\x4c\x58\x6d\x49\x5a\x2b\ -\x71\x57\x4b\x50\x76\x41\x64\x36\x42\x4e\x77\x74\x61\x44\x66\x4a\ -\x35\x34\x42\x72\x51\x20\x4b\x6b\x57\x2f\x62\x4a\x42\x6c\x43\x74\ -\x38\x48\x49\x69\x42\x39\x6f\x48\x65\x4a\x6d\x6d\x73\x36\x63\x72\ -\x6d\x48\x57\x6c\x70\x61\x71\x6f\x76\x62\x74\x35\x78\x6d\x30\x42\ -\x4e\x56\x4f\x52\x37\x76\x79\x7a\x57\x47\x76\x4a\x58\x30\x67\x65\ -\x61\x42\x68\x41\x67\x76\x71\x73\x72\x7a\x49\x76\x53\x6f\x49\x6d\ -\x44\x6e\x20\x69\x70\x70\x44\x56\x48\x51\x78\x58\x67\x41\x76\x70\ -\x37\x35\x32\x67\x54\x7a\x51\x44\x62\x70\x65\x6b\x51\x31\x41\x72\ -\x51\x6a\x56\x6f\x68\x78\x63\x36\x67\x53\x30\x75\x51\x39\x6e\x55\ -\x58\x62\x51\x46\x33\x78\x33\x45\x77\x30\x32\x33\x49\x37\x71\x4d\ -\x49\x4e\x4a\x56\x58\x31\x33\x75\x72\x50\x37\x78\x6b\x72\x58\x20\ -\x39\x75\x2b\x75\x67\x39\x77\x4b\x65\x6a\x7a\x65\x30\x72\x39\x58\ -\x6c\x4a\x75\x4b\x6a\x76\x31\x32\x4d\x72\x6e\x6e\x72\x48\x57\x57\ -\x4c\x4b\x46\x71\x64\x61\x64\x2f\x4c\x55\x50\x4b\x34\x78\x54\x39\ -\x52\x54\x72\x66\x2f\x64\x37\x52\x72\x68\x2f\x6a\x44\x43\x74\x77\ -\x4a\x4c\x6a\x6c\x31\x72\x6b\x66\x48\x4f\x2b\x32\x20\x35\x47\x53\ -\x78\x4d\x42\x4b\x4a\x75\x39\x67\x32\x68\x59\x73\x37\x30\x74\x6b\ -\x66\x44\x44\x73\x65\x43\x4d\x78\x33\x66\x61\x5a\x44\x6c\x4e\x76\ -\x61\x4d\x74\x6c\x79\x4e\x56\x67\x44\x52\x41\x50\x2b\x76\x2b\x48\ -\x5a\x74\x65\x79\x4d\x6b\x64\x4e\x54\x32\x61\x34\x70\x33\x55\x6b\ -\x42\x61\x41\x6f\x31\x66\x68\x44\x34\x20\x79\x52\x68\x4f\x37\x51\ -\x57\x36\x45\x44\x49\x67\x62\x61\x42\x74\x69\x72\x79\x6b\x4c\x69\ -\x76\x56\x5a\x37\x63\x37\x6d\x4b\x43\x6f\x58\x56\x44\x53\x4b\x53\ -\x32\x30\x79\x45\x4a\x42\x59\x2b\x77\x51\x38\x6d\x31\x56\x36\x42\ -\x41\x6b\x41\x54\x61\x4a\x6b\x4c\x51\x71\x48\x63\x62\x49\x5a\x6e\ -\x46\x74\x4e\x57\x71\x32\x20\x49\x36\x4b\x6f\x69\x6a\x58\x75\x4a\ -\x6c\x48\x66\x4e\x68\x56\x33\x74\x69\x68\x52\x6a\x42\x79\x6b\x4b\ -\x73\x65\x57\x65\x68\x62\x4f\x56\x4b\x52\x64\x52\x4b\x2f\x48\x6c\ -\x64\x73\x51\x50\x6f\x6e\x6f\x68\x78\x68\x35\x32\x58\x6d\x37\x57\ -\x50\x6c\x30\x52\x7a\x36\x66\x6a\x6b\x51\x61\x44\x6e\x47\x73\x66\ -\x42\x72\x6b\x20\x6e\x4e\x4c\x4d\x61\x49\x33\x41\x49\x78\x5a\x35\ -\x45\x69\x47\x4a\x75\x6b\x6c\x31\x7a\x45\x61\x66\x4d\x74\x30\x71\ -\x42\x34\x67\x72\x31\x61\x37\x52\x6d\x55\x61\x31\x53\x73\x54\x34\ -\x55\x50\x57\x72\x53\x4c\x4f\x67\x38\x56\x4b\x64\x59\x52\x4e\x65\ -\x77\x77\x32\x41\x64\x51\x6f\x76\x43\x43\x7a\x33\x67\x68\x6d\x62\ -\x20\x56\x54\x45\x47\x35\x6c\x68\x30\x67\x59\x69\x30\x34\x4d\x30\ -\x4d\x52\x32\x70\x6e\x4e\x6f\x41\x6f\x2f\x36\x38\x6a\x31\x7a\x6c\ -\x4d\x71\x37\x63\x37\x69\x41\x54\x71\x58\x79\x33\x49\x6f\x32\x55\ -\x4f\x76\x5a\x44\x4b\x46\x77\x35\x6c\x6c\x4b\x61\x79\x7a\x5a\x48\ -\x51\x66\x63\x43\x53\x37\x5a\x62\x49\x72\x46\x6d\x7a\x20\x33\x47\ -\x32\x62\x4e\x74\x77\x48\x37\x4f\x68\x67\x4a\x4e\x78\x6c\x52\x4c\ -\x2f\x79\x55\x6f\x58\x4e\x69\x4b\x6b\x69\x45\x76\x53\x2f\x54\x6e\ -\x52\x34\x44\x61\x4f\x4b\x6e\x4a\x73\x65\x67\x33\x76\x47\x57\x48\ -\x56\x59\x45\x67\x33\x34\x4d\x77\x7a\x76\x51\x2f\x65\x6e\x5a\x4c\ -\x36\x77\x78\x33\x79\x46\x34\x70\x48\x77\x20\x58\x59\x49\x75\x73\ -\x55\x37\x56\x6b\x61\x5a\x59\x50\x41\x33\x30\x58\x49\x52\x5a\x59\ -\x44\x34\x4a\x39\x6a\x7a\x67\x73\x31\x68\x4f\x61\x38\x39\x6d\x4b\ -\x79\x5a\x52\x52\x79\x7a\x58\x45\x5a\x35\x4c\x35\x51\x71\x48\x4d\ -\x38\x56\x64\x68\x78\x63\x47\x41\x76\x50\x37\x6a\x43\x34\x44\x47\ -\x68\x54\x75\x45\x4f\x54\x50\x20\x36\x73\x32\x69\x70\x68\x6d\x78\ -\x47\x78\x55\x4f\x51\x4d\x31\x32\x30\x4f\x32\x43\x7a\x41\x56\x74\ -\x4b\x48\x31\x78\x67\x33\x6a\x4c\x77\x42\x41\x37\x67\x70\x49\x46\ -\x4d\x6f\x4a\x30\x49\x4c\x70\x43\x30\x54\x62\x78\x38\x6b\x4e\x71\ -\x31\x56\x51\x5a\x62\x46\x43\x39\x76\x46\x51\x45\x4e\x41\x41\x53\ -\x6f\x73\x4b\x32\x20\x4d\x35\x34\x67\x4d\x34\x48\x49\x43\x72\x42\ -\x50\x67\x54\x77\x4e\x4d\x6c\x74\x56\x7a\x78\x4e\x50\x5a\x39\x4f\ -\x44\x36\x44\x65\x78\x45\x6b\x44\x6f\x46\x78\x2f\x75\x38\x42\x30\ -\x54\x2f\x55\x77\x69\x30\x2f\x58\x64\x57\x4b\x77\x68\x4a\x6b\x58\ -\x35\x4e\x76\x41\x57\x59\x49\x50\x41\x44\x61\x36\x56\x58\x31\x44\ -\x56\x20\x32\x79\x57\x32\x2b\x67\x54\x51\x56\x78\x70\x6c\x6b\x63\ -\x4a\x42\x51\x4a\x51\x52\x31\x64\x4c\x53\x42\x35\x70\x52\x4a\x41\ -\x6b\x32\x4b\x53\x49\x4a\x4c\x42\x61\x6a\x44\x6b\x67\x74\x79\x6b\ -\x46\x34\x49\x75\x4c\x42\x65\x62\x74\x31\x6f\x43\x38\x69\x4a\x69\ -\x75\x71\x65\x56\x57\x36\x56\x65\x67\x42\x71\x51\x57\x64\x20\x62\ -\x62\x78\x71\x62\x61\x78\x53\x4c\x79\x4c\x76\x42\x64\x51\x36\x4c\ -\x45\x36\x6c\x4f\x71\x65\x38\x4d\x57\x69\x35\x46\x31\x68\x4b\x55\ -\x78\x77\x37\x39\x4d\x42\x59\x63\x6c\x63\x74\x77\x57\x42\x49\x48\ -\x55\x6d\x6a\x65\x6c\x6c\x37\x4a\x76\x66\x46\x57\x43\x77\x32\x32\ -\x37\x48\x46\x6a\x49\x6a\x65\x70\x74\x62\x63\x20\x6a\x2b\x68\x58\ -\x67\x51\x57\x43\x6e\x74\x65\x57\x7a\x6b\x32\x5a\x62\x39\x56\x49\ -\x52\x41\x4d\x4e\x56\x77\x39\x74\x43\x41\x50\x30\x4f\x62\x57\x39\ -\x64\x57\x50\x70\x75\x6a\x4e\x6d\x34\x65\x67\x49\x54\x31\x54\x30\ -\x75\x51\x54\x48\x30\x32\x64\x75\x4d\x6d\x6d\x4a\x42\x6c\x2b\x6c\ -\x58\x74\x4c\x63\x71\x7a\x48\x73\x20\x52\x33\x6b\x59\x34\x5a\x58\ -\x41\x6e\x39\x76\x54\x32\x54\x45\x6c\x7a\x32\x4d\x42\x2f\x31\x30\ -\x4b\x35\x62\x79\x47\x33\x72\x2b\x72\x39\x55\x39\x6a\x65\x76\x35\ -\x77\x34\x43\x78\x52\x2f\x65\x33\x6f\x5a\x38\x6f\x47\x56\x50\x4d\ -\x69\x30\x71\x56\x6f\x44\x70\x55\x43\x78\x69\x59\x55\x65\x6b\x53\ -\x6c\x53\x6b\x53\x72\x20\x56\x45\x31\x4d\x30\x41\x58\x71\x6c\x56\ -\x33\x45\x47\x5a\x69\x42\x53\x42\x2f\x59\x6c\x47\x4c\x53\x70\x53\ -\x39\x37\x46\x2b\x67\x36\x31\x4b\x78\x48\x50\x61\x4d\x2f\x4d\x57\ -\x61\x6d\x71\x67\x36\x38\x6c\x34\x72\x4d\x45\x58\x51\x42\x53\x43\ -\x76\x6f\x45\x58\x69\x37\x54\x4e\x33\x41\x37\x31\x42\x39\x55\x44\ -\x43\x6e\x20\x71\x65\x69\x37\x47\x56\x69\x6d\x79\x6a\x4a\x6a\x2b\ -\x59\x67\x31\x33\x41\x4d\x36\x53\x79\x42\x6e\x6b\x61\x73\x45\x2f\ -\x51\x4b\x77\x54\x5a\x55\x76\x55\x46\x57\x38\x55\x31\x7a\x6e\x72\ -\x61\x72\x79\x39\x70\x49\x66\x6d\x67\x42\x64\x41\x76\x38\x43\x58\ -\x57\x61\x52\x76\x42\x48\x70\x78\x6d\x58\x56\x6a\x70\x66\x74\x20\ -\x31\x6d\x4b\x63\x4f\x71\x76\x55\x69\x61\x70\x66\x68\x43\x62\x67\ -\x6f\x46\x4a\x48\x38\x58\x36\x42\x36\x4d\x43\x79\x32\x41\x70\x4a\ -\x55\x58\x46\x56\x31\x42\x48\x46\x45\x64\x56\x36\x52\x55\x49\x49\ -\x2f\x62\x75\x6a\x49\x77\x64\x70\x34\x59\x46\x45\x70\x6e\x4f\x59\ -\x44\x66\x48\x75\x49\x42\x62\x77\x6e\x36\x66\x77\x20\x36\x7a\x4b\ -\x48\x6c\x71\x62\x79\x68\x53\x4d\x59\x4a\x57\x66\x63\x48\x41\x32\ -\x64\x68\x6e\x4b\x76\x71\x6e\x79\x30\x49\x35\x4f\x35\x70\x6a\x6b\ -\x53\x2b\x68\x62\x77\x57\x63\x45\x73\x62\x6b\x75\x6e\x6c\x7a\x64\ -\x48\x51\x73\x75\x42\x36\x76\x5a\x30\x39\x69\x42\x32\x63\x2b\x66\ -\x7a\x30\x6e\x49\x77\x7a\x2f\x42\x4e\x20\x6e\x41\x64\x54\x2b\x63\ -\x4c\x72\x78\x7a\x4c\x47\x6d\x41\x4e\x57\x72\x4c\x48\x75\x56\x42\ -\x55\x7a\x7a\x47\x4e\x49\x52\x44\x2b\x61\x7a\x48\x56\x58\x64\x41\ -\x79\x64\x53\x70\x72\x44\x6f\x63\x63\x52\x6a\x6c\x48\x34\x74\x43\ -\x50\x4f\x2f\x56\x62\x74\x6c\x61\x43\x76\x42\x2f\x70\x63\x59\x77\ -\x38\x62\x36\x33\x6f\x39\x20\x37\x50\x63\x76\x4e\x67\x37\x50\x4d\ -\x50\x79\x58\x66\x5a\x56\x55\x62\x31\x2b\x59\x54\x4b\x34\x66\x63\ -\x78\x6e\x4a\x52\x49\x6d\x46\x47\x6d\x38\x58\x65\x49\x75\x2f\x73\ -\x53\x46\x33\x39\x74\x6e\x6e\x74\x45\x32\x66\x4d\x58\x31\x37\x4c\ -\x70\x66\x72\x54\x69\x65\x53\x36\x58\x51\x79\x75\x53\x57\x62\x7a\ -\x32\x31\x47\x20\x45\x52\x45\x4a\x6c\x4e\x70\x58\x42\x51\x52\x70\ -\x56\x47\x2b\x47\x64\x65\x43\x4f\x6b\x54\x51\x76\x6d\x42\x57\x49\ -\x72\x67\x52\x57\x59\x75\x31\x4b\x70\x47\x70\x46\x4a\x4a\x74\x4e\ -\x5a\x46\x76\x6d\x54\x75\x2f\x62\x55\x74\x76\x73\x47\x49\x32\x6a\ -\x52\x4c\x78\x71\x41\x5a\x6d\x4c\x6c\x49\x4b\x55\x79\x69\x62\x45\ -\x20\x46\x6c\x54\x70\x4e\x6f\x62\x6e\x71\x37\x59\x57\x58\x2b\x78\ -\x76\x44\x64\x2f\x53\x30\x6c\x4a\x54\x33\x4c\x62\x35\x57\x46\x45\ -\x35\x45\x2b\x45\x63\x76\x4e\x6e\x64\x30\x39\x34\x73\x54\x52\x74\ -\x52\x43\x67\x37\x6d\x71\x4c\x5a\x63\x4c\x68\x73\x4c\x4e\x5a\x34\ -\x71\x38\x50\x74\x42\x37\x2b\x64\x31\x72\x74\x48\x76\x20\x47\x5a\ -\x55\x50\x69\x47\x63\x2f\x4e\x42\x33\x30\x59\x63\x58\x63\x68\x63\ -\x2f\x65\x4e\x57\x39\x65\x56\x32\x35\x74\x5a\x79\x41\x75\x59\x6c\ -\x74\x55\x54\x4a\x4e\x69\x35\x33\x6e\x46\x75\x64\x49\x66\x6a\x42\ -\x44\x42\x6f\x72\x72\x42\x77\x68\x59\x52\x65\x6c\x41\x70\x69\x4a\ -\x70\x4f\x78\x4b\x30\x42\x6d\x57\x61\x52\x20\x6f\x4d\x42\x43\x56\ -\x42\x63\x43\x43\x78\x41\x69\x37\x4d\x6a\x33\x62\x56\x47\x6b\x55\ -\x31\x51\x37\x45\x62\x6f\x41\x51\x57\x68\x41\x6d\x59\x46\x58\x4d\ -\x57\x48\x78\x58\x45\x43\x4d\x69\x70\x79\x66\x7a\x4f\x52\x33\x75\ -\x39\x31\x51\x79\x39\x79\x35\x42\x2f\x62\x56\x56\x6a\x33\x50\x30\ -\x42\x36\x61\x67\x41\x71\x76\x20\x54\x2b\x63\x4b\x44\x34\x34\x32\ -\x52\x69\x77\x57\x69\x7a\x6d\x32\x75\x41\x4c\x76\x75\x2f\x31\x33\ -\x50\x44\x65\x4c\x74\x76\x5a\x30\x64\x6c\x46\x4c\x4f\x50\x78\x47\ -\x46\x66\x32\x6a\x71\x6e\x36\x6b\x49\x35\x50\x37\x38\x61\x53\x2f\ -\x67\x46\x47\x49\x42\x68\x74\x4f\x52\x2f\x58\x33\x51\x78\x39\x58\ -\x35\x54\x2f\x54\x20\x6e\x59\x57\x78\x70\x45\x54\x47\x48\x72\x42\ -\x61\x57\x31\x75\x72\x4e\x36\x39\x62\x6e\x57\x65\x6f\x56\x6b\x5a\ -\x35\x4f\x4e\x56\x5a\x65\x47\x33\x35\x71\x36\x61\x65\x66\x6a\x57\ -\x38\x47\x46\x37\x62\x6c\x73\x77\x2b\x33\x42\x77\x4a\x58\x77\x50\ -\x36\x59\x65\x41\x48\x37\x65\x6e\x73\x70\x38\x59\x7a\x56\x69\x52\ -\x51\x20\x2f\x33\x4e\x42\x33\x6a\x76\x38\x69\x46\x79\x54\x79\x6e\ -\x65\x4e\x71\x75\x76\x61\x56\x5a\x6f\x44\x67\x62\x41\x31\x2b\x6a\ -\x78\x44\x45\x70\x4c\x39\x54\x4a\x74\x65\x32\x2b\x4d\x54\x70\x32\ -\x2f\x36\x6a\x4a\x6d\x62\x48\x4d\x65\x73\x74\x61\x71\x72\x4e\x6d\ -\x37\x59\x30\x4e\x6d\x7a\x70\x61\x63\x64\x4d\x53\x73\x63\x20\x30\ -\x5a\x64\x38\x57\x2f\x70\x57\x6c\x67\x4b\x4d\x30\x78\x77\x4b\x4e\ -\x61\x6e\x32\x4c\x51\x4a\x7a\x71\x41\x70\x4c\x38\x4c\x6f\x7a\x52\ -\x77\x63\x4e\x75\x51\x31\x30\x4c\x63\x67\x6d\x50\x46\x33\x4f\x44\ -\x44\x78\x78\x63\x42\x30\x37\x52\x4d\x49\x71\x38\x41\x4c\x43\x49\ -\x78\x62\x35\x69\x34\x76\x7a\x53\x43\x61\x54\x20\x79\x65\x4e\x74\ -\x46\x4c\x78\x5a\x34\x63\x65\x6c\x38\x31\x31\x52\x63\x30\x70\x48\ -\x4c\x6a\x66\x77\x70\x57\x6f\x4b\x4e\x31\x35\x61\x45\x68\x79\x44\ -\x56\x38\x64\x32\x43\x69\x43\x67\x50\x33\x50\x45\x2f\x6b\x44\x46\ -\x6d\x61\x31\x57\x7a\x6c\x54\x30\x42\x4f\x42\x6f\x42\x69\x66\x4a\ -\x6c\x51\x4b\x69\x42\x57\x39\x57\x20\x36\x43\x47\x43\x71\x44\x49\ -\x62\x6d\x41\x56\x79\x59\x4a\x6b\x4e\x67\x79\x37\x67\x4a\x56\x56\ -\x74\x4d\x38\x68\x4c\x4b\x6d\x51\x6f\x50\x53\x46\x49\x47\x4e\x47\ -\x59\x4b\x76\x4e\x41\x35\x34\x44\x4d\x42\x6e\x77\x4b\x50\x53\x4a\ -\x73\x77\x56\x4b\x4c\x63\x44\x79\x77\x65\x66\x71\x73\x75\x66\x50\ -\x32\x52\x42\x46\x38\x20\x4c\x4f\x44\x2f\x67\x63\x49\x6e\x79\x78\ -\x7a\x36\x58\x53\x70\x66\x71\x46\x54\x6d\x41\x69\x44\x4e\x34\x65\ -\x41\x58\x32\x6a\x4f\x35\x72\x38\x65\x6a\x6f\x54\x65\x4c\x63\x69\ -\x55\x77\x52\x77\x5a\x73\x64\x76\x69\x75\x77\x74\x73\x45\x44\x74\ -\x68\x75\x69\x65\x32\x4a\x66\x70\x7a\x52\x6f\x50\x39\x47\x6c\x48\ -\x63\x4f\x20\x65\x64\x69\x74\x73\x74\x4c\x59\x31\x74\x57\x31\x71\ 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-\x48\x6a\x31\x4e\x76\x4a\x41\x31\x69\x4a\x38\x6e\x76\x67\x47\x59\ -\x53\x66\x41\x54\x35\x56\x75\x53\x61\x5a\x79\x2b\x38\x55\x31\x46\ -\x74\x62\x57\x36\x75\x33\x62\x46\x69\x37\x74\x48\x51\x2f\x4b\x50\ -\x6f\x7a\x49\x33\x4b\x4e\x57\x73\x35\x43\x65\x42\x66\x65\x44\x47\ -\x32\x4c\x77\x46\x39\x41\x20\x6e\x72\x62\x43\x50\x33\x48\x73\x30\ -\x67\x4d\x4f\x6d\x4a\x63\x66\x53\x38\x42\x6f\x61\x57\x69\x6f\x4b\ -\x7a\x70\x4f\x55\x46\x54\x44\x34\x74\x69\x51\x57\x67\x6d\x57\x5a\ -\x6c\x57\x4c\x53\x76\x2f\x31\x36\x37\x65\x73\x5a\x30\x6b\x30\x49\ -\x4f\x31\x49\x44\x53\x79\x44\x52\x57\x70\x45\x43\x61\x76\x49\x6d\ -\x61\x44\x48\x20\x41\x67\x38\x6e\x73\x70\x32\x37\x2f\x51\x65\x34\ -\x74\x4c\x48\x31\x46\x4d\x4e\x6e\x2b\x4e\x74\x77\x4f\x53\x52\x56\ -\x71\x46\x77\x79\x31\x42\x51\x4a\x76\x45\x46\x55\x37\x68\x66\x6c\ -\x78\x76\x5a\x73\x37\x6b\x4a\x4b\x65\x64\x64\x34\x50\x42\x43\x52\ -\x6f\x6e\x6b\x53\x62\x36\x50\x42\x56\x65\x48\x63\x6a\x6c\x52\x32\ -\x20\x75\x47\x76\x70\x46\x42\x4d\x49\x42\x4b\x5a\x58\x34\x58\x59\ -\x78\x58\x46\x50\x33\x51\x43\x70\x66\x47\x50\x50\x79\x65\x31\x77\ -\x42\x4b\x78\x62\x79\x76\x31\x4c\x74\x7a\x6a\x37\x66\x70\x55\x45\ -\x75\x53\x65\x59\x4c\x65\x30\x79\x33\x30\x68\x77\x4e\x66\x77\x48\ -\x56\x2f\x31\x47\x66\x62\x5a\x59\x2b\x38\x77\x6c\x42\x20\x45\x6d\ -\x32\x5a\x7a\x4e\x57\x44\x7a\x32\x6b\x4b\x68\x51\x34\x44\x53\x47\ -\x53\x7a\x46\x55\x57\x75\x73\x55\x62\x2f\x4a\x53\x70\x38\x66\x65\ -\x6a\x6a\x71\x6a\x79\x56\x37\x69\x77\x63\x78\x2b\x35\x4a\x77\x4b\ -\x65\x42\x61\x53\x4c\x38\x30\x79\x72\x62\x78\x46\x73\x69\x4e\x4c\ -\x41\x6a\x41\x4a\x57\x6a\x70\x45\x69\x58\x20\x48\x47\x67\x62\x6f\ -\x69\x75\x78\x76\x41\x44\x4f\x53\x77\x42\x57\x62\x4e\x79\x49\x4e\ -\x71\x4d\x53\x78\x70\x73\x6c\x39\x2f\x2b\x33\x51\x79\x4b\x68\x62\ -\x46\x56\x68\x49\x37\x42\x42\x6b\x4b\x79\x71\x64\x6d\x42\x49\x47\ -\x46\x64\x65\x36\x4d\x6a\x6e\x30\x79\x33\x42\x59\x4d\x67\x56\x50\ -\x52\x58\x30\x56\x4c\x78\x64\x20\x70\x2f\x37\x69\x38\x2f\x57\x39\ -\x61\x6c\x70\x79\x5a\x56\x71\x64\x4e\x77\x66\x39\x4a\x31\x73\x78\ -\x70\x56\x6d\x58\x74\x6f\x48\x45\x38\x64\x78\x4c\x62\x78\x48\x30\ -\x6a\x6c\x35\x38\x66\x37\x62\x57\x53\x72\x56\x78\x44\x78\x58\x4d\ -\x4b\x31\x53\x49\x69\x52\x4c\x47\x43\x32\x59\x7a\x67\x56\x6c\x34\ -\x63\x6f\x37\x2b\x20\x7a\x2b\x70\x47\x37\x37\x58\x4b\x42\x6b\x48\ -\x58\x71\x76\x65\x61\x43\x36\x4b\x61\x52\x36\x52\x67\x73\x54\x6c\ -\x31\x70\x48\x76\x47\x6c\x6d\x4a\x6d\x61\x31\x58\x56\x58\x48\x56\ -\x59\x70\x46\x59\x50\x4d\x59\x5a\x46\x71\x6a\x54\x68\x37\x53\x70\ -\x47\x32\x62\x47\x7a\x32\x50\x2f\x65\x62\x51\x50\x6d\x41\x4c\x39\ -\x4d\x20\x5a\x44\x75\x48\x7a\x67\x4b\x6d\x46\x43\x2b\x33\x55\x2f\ -\x39\x45\x47\x61\x33\x6a\x6d\x48\x33\x61\x34\x76\x48\x34\x4c\x50\ -\x71\x32\x33\x77\x38\x63\x41\x33\x4a\x64\x52\x79\x62\x37\x51\x55\ -\x72\x35\x72\x6b\x67\x6b\x4d\x71\x64\x4b\x39\x55\x54\x72\x63\x31\ -\x39\x49\x4a\x48\x62\x64\x52\x47\x38\x69\x78\x41\x4c\x2b\x20\x43\ -\x78\x52\x75\x48\x76\x72\x34\x57\x47\x51\x61\x67\x78\x6d\x33\x76\ -\x55\x77\x30\x34\x4f\x39\x33\x74\x52\x77\x38\x7a\x4d\x70\x55\x76\ -\x6d\x73\x52\x65\x30\x68\x45\x32\x74\x4c\x51\x55\x4b\x66\x56\x76\ -\x71\x77\x71\x31\x33\x5a\x6b\x73\x68\x39\x6e\x68\x35\x4f\x41\x45\ -\x34\x2b\x47\x33\x69\x7a\x77\x53\x5a\x51\x54\x20\x67\x59\x66\x61\ -\x30\x39\x6d\x4b\x32\x71\x6f\x6c\x53\x36\x68\x61\x33\x65\x58\x2f\ -\x4a\x38\x72\x69\x34\x55\x66\x6c\x63\x36\x6c\x38\x31\x37\x65\x6e\ -\x34\x6a\x55\x4d\x70\x69\x6e\x55\x2b\x47\x65\x38\x74\x75\x71\x72\ -\x67\x42\x64\x46\x70\x52\x30\x68\x62\x57\x47\x4e\x45\x64\x75\x6e\ -\x56\x6a\x59\x6a\x54\x41\x4f\x32\x20\x69\x49\x68\x72\x73\x54\x57\ -\x69\x78\x68\x48\x56\x65\x67\x7a\x31\x71\x73\x78\x58\x69\x49\x75\ -\x58\x63\x42\x2b\x38\x68\x56\x39\x45\x79\x53\x4a\x6b\x45\x46\x32\ -\x50\x79\x67\x61\x38\x34\x4e\x48\x50\x64\x49\x57\x35\x70\x5a\x33\ -\x49\x52\x6b\x6f\x35\x6e\x64\x4b\x78\x74\x58\x67\x36\x72\x4d\x65\ -\x73\x36\x71\x4d\x2b\x20\x61\x35\x36\x7a\x58\x6d\x42\x46\x68\x65\ -\x38\x6e\x4d\x35\x30\x6a\x32\x70\x50\x73\x4d\x4d\x76\x44\x69\x75\ -\x6a\x48\x73\x63\x36\x44\x69\x44\x30\x61\x34\x54\x56\x57\x4f\x56\ -\x36\x38\x7a\x35\x4f\x44\x74\x33\x54\x72\x41\x73\x30\x49\x35\x42\ -\x58\x57\x41\x4b\x34\x49\x57\x79\x79\x6f\x36\x45\x36\x36\x71\x67\ -\x4d\x45\x20\x35\x71\x70\x33\x72\x33\x50\x78\x4e\x47\x56\x44\x42\ -\x61\x52\x72\x67\x54\x53\x69\x47\x5a\x51\x6b\x51\x68\x6f\x64\x62\ -\x4e\x32\x73\x73\x78\x51\x6a\x52\x72\x53\x6f\x33\x6c\x4c\x6c\x69\ -\x44\x31\x68\x36\x44\x65\x53\x7a\x68\x46\x49\x62\x2b\x6d\x7a\x72\ -\x57\x4d\x74\x65\x57\x73\x4f\x42\x38\x35\x58\x35\x46\x63\x41\x20\ -\x4b\x6e\x70\x56\x49\x70\x32\x2f\x69\x44\x33\x30\x6e\x52\x78\x4b\ -\x4e\x4f\x68\x2f\x75\x50\x51\x64\x48\x4d\x78\x36\x31\x31\x51\x46\ -\x78\x72\x4d\x38\x48\x58\x66\x41\x47\x6d\x6b\x47\x59\x74\x57\x63\ -\x4d\x4e\x6d\x47\x38\x2b\x4f\x68\x4f\x52\x4b\x36\x48\x50\x69\x30\ -\x75\x74\x70\x61\x44\x57\x76\x36\x48\x48\x6b\x2f\x20\x79\x73\x63\ -\x51\x49\x67\x6f\x39\x67\x74\x7a\x6f\x47\x76\x63\x48\x59\x30\x6e\ -\x43\x6c\x33\x51\x77\x66\x32\x58\x34\x2b\x37\x4d\x4e\x4e\x55\x65\ -\x6d\x4f\x71\x64\x32\x75\x37\x73\x70\x46\x4c\x67\x62\x39\x45\x33\ -\x41\x55\x6b\x54\x54\x67\x67\x54\x56\x45\x6b\x51\x71\x6d\x76\x34\ -\x44\x39\x49\x4b\x73\x55\x54\x51\x68\x20\x6b\x45\x43\x6c\x51\x34\ -\x33\x74\x51\x45\x6e\x69\x49\x78\x6c\x4c\x64\x6d\x55\x66\x48\x6f\ -\x66\x62\x61\x30\x74\x4c\x53\x34\x32\x37\x5a\x55\x74\x4d\x6a\x43\ -\x36\x32\x77\x68\x4b\x78\x48\x49\x58\x49\x4d\x63\x4d\x44\x67\x2f\ -\x4f\x4b\x53\x6a\x50\x58\x57\x44\x68\x77\x6e\x71\x6a\x32\x37\x33\ -\x79\x56\x61\x67\x30\x52\x20\x49\x43\x30\x71\x44\x31\x6e\x30\x53\ -\x55\x66\x6c\x32\x64\x71\x2b\x76\x6d\x64\x48\x73\x77\x61\x71\x78\ -\x45\x48\x7a\x35\x38\x38\x73\x54\x6e\x4f\x69\x61\x6f\x6d\x70\x6b\ -\x61\x67\x6f\x45\x56\x57\x69\x70\x57\x56\x69\x46\x47\x51\x36\x35\ -\x63\x74\x43\x4e\x71\x4f\x73\x52\x6f\x69\x68\x46\x4f\x59\x32\x64\ -\x49\x5a\x33\x20\x56\x33\x50\x64\x63\x45\x50\x44\x30\x63\x62\x6f\ -\x59\x77\x7a\x58\x73\x4b\x6c\x42\x54\x30\x33\x6b\x75\x2b\x38\x66\ -\x34\x31\x41\x53\x44\x77\x65\x66\x77\x64\x74\x38\x57\x51\x55\x63\ -\x4c\x66\x44\x64\x39\x6b\x78\x75\x6a\x7a\x65\x4e\x6a\x54\x59\x32\ -\x48\x6f\x7a\x59\x35\x51\x7a\x37\x50\x75\x6e\x56\x71\x58\x7a\x33\ -\x20\x30\x42\x52\x54\x52\x63\x59\x64\x73\x4a\x6f\x44\x67\x58\x41\ -\x52\x4e\x38\x6b\x51\x74\x62\x57\x6f\x33\x4a\x44\x73\x37\x4e\x70\ -\x6a\x64\x73\x48\x61\x36\x45\x4d\x41\x41\x43\x41\x41\x53\x55\x52\ -\x42\x56\x43\x4b\x48\x2b\x66\x30\x48\x39\x4e\x52\x55\x4a\x66\x46\ -\x71\x30\x59\x4a\x34\x65\x61\x69\x4d\x77\x6f\x39\x36\x20\x4c\x64\ -\x64\x6d\x73\x39\x6d\x31\x34\x78\x6b\x76\x30\x75\x6a\x2f\x63\x62\ -\x6c\x69\x7a\x61\x6c\x65\x47\x70\x34\x45\x76\x6c\x53\x6f\x73\x52\ -\x31\x50\x4a\x33\x55\x56\x78\x74\x79\x4e\x61\x37\x30\x76\x6d\x55\ -\x67\x4e\x4d\x42\x32\x6b\x52\x67\x65\x70\x77\x6f\x33\x59\x54\x61\ -\x71\x79\x63\x58\x42\x72\x2b\x49\x6d\x69\x20\x68\x67\x4e\x45\x70\ -\x56\x71\x52\x57\x73\x71\x34\x63\x78\x68\x56\x59\x77\x30\x7a\x6a\ -\x64\x55\x6d\x46\x54\x6b\x66\x57\x4a\x2f\x49\x64\x73\x36\x6c\x77\ -\x69\x39\x35\x4e\x44\x71\x2f\x30\x62\x68\x56\x65\x51\x42\x6a\x6a\ -\x44\x33\x75\x75\x4f\x50\x2b\x46\x51\x6d\x48\x56\x31\x62\x58\x31\ -\x4b\x62\x37\x69\x72\x31\x6a\x20\x54\x6d\x36\x76\x57\x37\x4f\x75\ -\x42\x30\x43\x74\x31\x54\x58\x72\x31\x2b\x78\x6b\x48\x43\x68\x57\ -\x74\x4b\x73\x7a\x50\x79\x61\x48\x43\x42\x65\x58\x62\x47\x62\x49\ -\x75\x57\x49\x4f\x42\x4c\x30\x57\x4c\x37\x66\x2f\x6c\x59\x35\x73\ -\x2f\x73\x74\x6a\x76\x61\x2b\x4a\x45\x67\x71\x46\x70\x6a\x6d\x32\ -\x37\x78\x39\x34\x20\x71\x76\x79\x68\x58\x4a\x66\x4b\x46\x7a\x34\ -\x77\x32\x68\x6a\x39\x58\x62\x45\x64\x74\x2f\x63\x6b\x52\x58\x34\ -\x4c\x2b\x6a\x36\x71\x61\x75\x2b\x51\x76\x75\x33\x33\x4b\x52\x79\ -\x72\x38\x4c\x2b\x4a\x54\x4b\x37\x63\x37\x47\x32\x33\x45\x51\x6e\ -\x36\x76\x79\x2f\x4b\x73\x41\x30\x77\x45\x58\x74\x45\x4d\x72\x64\ -\x71\x20\x58\x4f\x4c\x56\x69\x54\x6d\x4f\x65\x6d\x33\x66\x68\x79\ -\x36\x74\x74\x6c\x52\x74\x36\x32\x75\x63\x69\x6c\x35\x6b\x59\x36\ -\x55\x35\x48\x50\x78\x66\x52\x4c\x34\x41\x38\x6b\x2b\x55\x62\x38\ -\x32\x75\x72\x37\x39\x6a\x73\x4f\x33\x72\x51\x65\x46\x77\x6f\x43\ -\x6a\x36\x4f\x56\x51\x65\x62\x73\x39\x6b\x68\x6a\x6b\x34\x20\x44\ -\x69\x59\x53\x69\x63\x79\x52\x34\x76\x59\x58\x4b\x4e\x66\x4b\x53\ -\x4c\x6b\x30\x31\x56\x6b\x59\x4e\x73\x75\x63\x44\x4a\x72\x43\x44\ -\x52\x39\x44\x35\x59\x64\x54\x4d\x66\x59\x6b\x30\x79\x38\x4f\x33\ -\x64\x53\x48\x34\x36\x38\x30\x72\x57\x39\x71\x62\x49\x7a\x69\x6b\ -\x4e\x78\x74\x64\x7a\x59\x4a\x69\x50\x42\x66\x20\x48\x5a\x6e\x4f\ -\x4b\x62\x57\x62\x69\x54\x51\x32\x58\x43\x4f\x69\x48\x78\x35\x2b\ -\x52\x4c\x4e\x4f\x62\x64\x2f\x69\x73\x51\x67\x70\x6d\x38\x50\x42\ -\x78\x39\x55\x54\x6d\x52\x59\x42\x6e\x79\x67\x33\x71\x70\x48\x6e\ -\x42\x64\x61\x71\x36\x74\x65\x41\x4f\x68\x45\x2b\x33\x4a\x37\x4f\ -\x2f\x64\x2b\x6b\x76\x34\x41\x78\x20\x55\x41\x72\x4b\x4f\x62\x7a\ -\x38\x34\x47\x44\x2b\x6e\x73\x6f\x58\x4b\x6e\x6e\x41\x6c\x32\x56\ -\x43\x62\x62\x35\x55\x39\x41\x5a\x52\x47\x52\x71\x77\x70\x76\x66\ -\x57\x56\x72\x30\x48\x75\x47\x6f\x69\x59\x30\x34\x4b\x31\x63\x57\ -\x72\x74\x4b\x2f\x71\x59\x6c\x46\x39\x72\x44\x32\x54\x76\x59\x57\ -\x4d\x31\x7a\x57\x37\x20\x31\x44\x62\x71\x38\x30\x58\x30\x51\x38\ -\x41\x30\x73\x45\x58\x4b\x57\x4d\x34\x4f\x4a\x70\x31\x4f\x72\x34\ -\x73\x45\x47\x7a\x34\x70\x71\x73\x50\x31\x4f\x4d\x4a\x58\x6f\x6f\ -\x48\x36\x68\x31\x50\x35\x37\x75\x46\x4f\x44\x37\x76\x41\x77\x6b\ -\x42\x67\x66\x70\x2f\x61\x44\x77\x45\x64\x67\x78\x34\x75\x41\x70\ -\x73\x6d\x20\x38\x33\x6c\x32\x49\x48\x30\x44\x37\x67\x7a\x6a\x51\ -\x54\x6d\x4b\x48\x55\x75\x72\x6d\x56\x57\x34\x4e\x79\x34\x4d\x42\ -\x44\x35\x63\x74\x70\x4e\x50\x71\x4f\x45\x59\x45\x61\x37\x52\x6e\ -\x65\x5a\x66\x51\x32\x6f\x6c\x52\x32\x63\x61\x57\x6c\x47\x4e\x50\ -\x79\x71\x4b\x62\x42\x44\x52\x4d\x51\x73\x6c\x46\x55\x35\x72\x20\ -\x44\x67\x53\x65\x62\x4d\x2f\x6e\x2f\x37\x59\x72\x7a\x7a\x73\x53\ -\x6e\x6b\x43\x30\x58\x4c\x41\x43\x72\x50\x6e\x51\x57\x49\x4c\x56\ -\x77\x6b\x42\x67\x66\x6c\x47\x30\x48\x52\x55\x58\x7a\x36\x4b\x6e\ -\x55\x59\x56\x33\x6f\x62\x72\x54\x64\x46\x64\x56\x39\x31\x69\x66\ -\x41\x70\x38\x57\x7a\x39\x50\x68\x77\x51\x6f\x52\x20\x76\x57\x34\ -\x69\x34\x30\x31\x6f\x68\x6c\x57\x4b\x6d\x6d\x6d\x47\x4b\x31\x62\ -\x62\x55\x76\x6e\x43\x62\x6c\x66\x51\x44\x71\x59\x35\x47\x76\x77\ -\x61\x4b\x70\x39\x56\x79\x32\x4b\x74\x71\x74\x6f\x6f\x74\x76\x6a\ -\x66\x34\x6e\x56\x4b\x6e\x71\x62\x77\x43\x4a\x68\x4c\x4f\x39\x4c\ -\x70\x63\x6e\x56\x61\x5a\x52\x6c\x42\x20\x4f\x77\x4b\x51\x64\x6b\ -\x33\x56\x45\x65\x4e\x64\x61\x72\x34\x63\x38\x4a\x5a\x34\x31\x64\ -\x65\x43\x44\x71\x34\x69\x4b\x4f\x49\x31\x69\x50\x43\x30\x54\x79\ -\x6f\x4f\x36\x45\x4c\x64\x57\x51\x53\x35\x52\x5a\x56\x50\x4a\x33\ -\x4f\x64\x65\x2b\x54\x58\x66\x6d\x2b\x68\x4b\x64\x52\x77\x6a\x4c\ -\x58\x36\x5a\x38\x6f\x58\x20\x65\x31\x2b\x56\x79\x68\x66\x4b\x61\ -\x62\x46\x47\x70\x62\x57\x31\x74\x62\x70\x76\x30\x36\x61\x51\x36\ -\x37\x70\x52\x44\x46\x45\x56\x69\x61\x46\x61\x48\x38\x6e\x6b\x50\ -\x76\x6e\x77\x4f\x44\x74\x56\x54\x52\x49\x53\x44\x66\x6a\x37\x58\ -\x53\x4d\x47\x30\x31\x4f\x31\x72\x53\x38\x77\x6b\x64\x58\x59\x68\ -\x4c\x76\x6d\x20\x78\x41\x4c\x31\x6c\x79\x73\x79\x72\x50\x4f\x77\ -\x77\x46\x6e\x4a\x66\x47\x47\x50\x64\x53\x43\x4a\x52\x43\x4a\x7a\ -\x71\x72\x44\x74\x65\x4f\x55\x6a\x59\x62\x77\x50\x78\x58\x71\x67\ -\x31\x71\x66\x53\x76\x4b\x4b\x43\x39\x71\x67\x63\x42\x38\x32\x66\ -\x50\x33\x4e\x62\x74\x66\x4e\x50\x64\x76\x52\x42\x48\x4b\x42\x6b\ -\x20\x55\x33\x73\x32\x65\x38\x6c\x4f\x7a\x47\x35\x47\x6d\x6f\x49\ -\x4e\x62\x2f\x57\x57\x34\x4c\x78\x69\x6c\x48\x4e\x37\x45\x66\x6d\ -\x56\x57\x50\x6c\x36\x52\x79\x36\x33\x63\x6e\x66\x63\x33\x4e\x36\ -\x4b\x31\x31\x2f\x51\x65\x61\x4a\x55\x77\x37\x6b\x54\x49\x6a\x78\ -\x39\x77\x4f\x7a\x35\x78\x34\x2b\x6d\x51\x51\x73\x45\x20\x41\x74\ -\x4f\x6e\x2b\x2b\x51\x47\x52\x4c\x38\x2b\x51\x76\x75\x7a\x76\x59\ -\x4a\x59\x59\x2f\x30\x70\x4b\x6c\x4b\x75\x6a\x76\x66\x61\x56\x4c\ -\x37\x77\x6f\x59\x6d\x4d\x4f\x65\x47\x41\x56\x52\x4a\x5a\x74\x6a\ -\x4e\x6b\x57\x61\x6c\x77\x66\x7a\x70\x66\x4f\x47\x57\x69\x34\x30\ -\x34\x47\x4c\x5a\x48\x67\x4a\x59\x70\x38\x20\x48\x63\x2f\x33\x2f\ -\x52\x49\x70\x36\x74\x50\x57\x6b\x52\x64\x52\x66\x69\x33\x49\x41\ -\x34\x69\x74\x62\x6b\x2f\x6e\x78\x74\x77\x64\x70\x37\x53\x54\x38\ -\x79\x67\x37\x61\x33\x64\x4b\x37\x42\x36\x70\x77\x31\x36\x4d\x78\ -\x4d\x4d\x4e\x52\x79\x6d\x63\x69\x71\x56\x56\x78\x64\x52\x42\x79\ -\x55\x39\x4c\x53\x53\x50\x36\x20\x4f\x46\x58\x75\x6e\x2f\x59\x56\ -\x54\x2f\x71\x70\x70\x4b\x57\x6c\x70\x61\x5a\x76\x79\x36\x61\x2f\ -\x41\x4b\x38\x73\x63\x33\x67\x39\x4c\x6b\x65\x4f\x4a\x68\x41\x46\ -\x61\x49\x6b\x45\x7a\x31\x47\x34\x44\x53\x69\x71\x63\x4b\x55\x61\ -\x2f\x59\x6c\x71\x64\x57\x47\x38\x51\x75\x6d\x70\x5a\x71\x54\x6d\ -\x47\x51\x62\x6e\x20\x6b\x49\x6b\x32\x56\x64\x32\x6c\x52\x71\x71\ -\x78\x67\x50\x38\x57\x68\x61\x46\x64\x5a\x31\x57\x74\x4c\x45\x35\ -\x33\x64\x54\x32\x2f\x4b\x32\x50\x76\x43\x74\x36\x4f\x6f\x61\x39\ -\x64\x6b\x4b\x66\x62\x30\x74\x6b\x7a\x41\x41\x61\x56\x37\x4b\x42\ -\x77\x66\x30\x63\x36\x4f\x36\x36\x67\x47\x67\x6b\x30\x66\x45\x37\ -\x51\x20\x79\x38\x73\x63\x63\x6b\x58\x74\x6d\x30\x5a\x72\x5a\x72\ -\x6d\x66\x2f\x59\x78\x63\x2b\x6f\x55\x4b\x2b\x70\x5a\x6b\x76\x72\ -\x74\x69\x58\x6e\x55\x77\x4c\x5a\x48\x51\x4f\x78\x58\x39\x44\x6a\ -\x74\x76\x43\x69\x6e\x65\x61\x6d\x49\x64\x30\x46\x6d\x37\x74\x66\ -\x66\x55\x58\x5a\x47\x4a\x37\x41\x71\x37\x30\x6a\x79\x6a\x20\x45\ -\x71\x4d\x32\x6f\x61\x69\x49\x38\x50\x31\x79\x6a\x34\x72\x52\x50\ -\x61\x72\x39\x65\x4c\x5a\x51\x36\x42\x46\x76\x71\x66\x4a\x63\x4e\ -\x42\x70\x74\x62\x41\x36\x48\x62\x6d\x64\x51\x67\x6c\x4f\x55\x63\ -\x54\x64\x49\x53\x4f\x65\x37\x76\x69\x33\x77\x70\x7a\x4b\x48\x48\ -\x42\x58\x7a\x36\x31\x43\x6f\x62\x6d\x68\x6a\x20\x31\x76\x33\x73\ -\x5a\x34\x42\x49\x6f\x2f\x2b\x69\x45\x59\x49\x56\x77\x43\x61\x72\ -\x54\x6d\x59\x38\x34\x37\x57\x6c\x73\x7a\x65\x35\x70\x75\x70\x77\ -\x53\x68\x73\x30\x69\x74\x77\x50\x38\x69\x6a\x43\x4b\x70\x44\x35\ -\x69\x6f\x37\x61\x37\x6f\x37\x4b\x44\x55\x39\x33\x43\x63\x58\x38\ -\x64\x37\x6e\x48\x6a\x62\x42\x4c\x20\x46\x54\x47\x37\x33\x4b\x6f\ -\x2b\x47\x76\x41\x2f\x7a\x6e\x44\x76\x6e\x69\x49\x75\x43\x38\x63\ -\x79\x76\x52\x30\x50\x6b\x55\x68\x6b\x6a\x72\x48\x62\x46\x37\x71\ -\x75\x71\x52\x36\x72\x53\x44\x55\x65\x43\x66\x31\x46\x34\x41\x54\ -\x67\x48\x6f\x48\x6e\x46\x50\x35\x62\x56\x44\x34\x32\x74\x48\x52\ -\x6e\x4c\x49\x7a\x55\x20\x67\x4c\x58\x45\x69\x31\x76\x36\x37\x4e\ -\x46\x54\x30\x59\x68\x6a\x50\x2f\x73\x2b\x70\x55\x54\x37\x37\x2f\ -\x43\x61\x66\x70\x53\x6a\x42\x39\x58\x33\x70\x44\x71\x37\x78\x32\ -\x7a\x76\x44\x52\x43\x50\x42\x46\x38\x6e\x38\x41\x42\x77\x51\x33\ -\x73\x36\x4e\x32\x59\x64\x35\x4a\x49\x6c\x56\x4b\x33\x70\x39\x50\ -\x39\x44\x20\x76\x5a\x54\x4f\x34\x36\x6f\x38\x6f\x5a\x62\x48\x4d\ -\x34\x58\x43\x38\x2b\x7a\x69\x70\x74\x6e\x49\x39\x73\x37\x79\x61\ -\x43\x72\x66\x4e\x61\x77\x62\x2b\x48\x6a\x59\x35\x59\x41\x56\x43\ -\x54\x61\x63\x57\x32\x37\x72\x58\x34\x53\x66\x4a\x48\x4f\x46\x53\ -\x6c\x30\x79\x52\x6d\x54\x4a\x45\x71\x6f\x4b\x42\x66\x38\x69\x20\ -\x78\x33\x4b\x6f\x6f\x4b\x39\x51\x7a\x47\x47\x67\x72\x32\x44\x48\ -\x48\x33\x74\x4d\x42\x61\x45\x41\x7a\x5a\x48\x51\x67\x34\x68\x32\ -\x43\x31\x7a\x5a\x6c\x73\x6f\x39\x33\x68\x4b\x4a\x74\x4c\x61\x6c\ -\x30\x38\x38\x7a\x6a\x6b\x52\x35\x71\x64\x62\x72\x43\x70\x43\x52\ -\x48\x52\x75\x45\x35\x2f\x72\x55\x65\x57\x32\x2b\x20\x7a\x4e\x62\ -\x2b\x66\x76\x59\x44\x45\x41\x77\x47\x51\x7a\x35\x31\x37\x79\x72\ -\x35\x69\x70\x56\x44\x52\x62\x6b\x30\x32\x56\x6e\x34\x4a\x75\x50\ -\x34\x66\x44\x5a\x48\x67\x72\x38\x48\x54\x72\x66\x6f\x47\x78\x50\ -\x70\x66\x4c\x6c\x56\x77\x44\x43\x69\x67\x66\x72\x50\x67\x4a\x54\ -\x4c\x76\x57\x34\x41\x6e\x68\x62\x6b\x20\x4d\x62\x55\x38\x34\x66\ -\x70\x38\x54\x34\x35\x33\x4a\x7a\x77\x61\x38\x4e\x2b\x45\x5a\x35\ -\x32\x39\x45\x78\x62\x65\x6e\x4d\x6b\x58\x37\x68\x72\x50\x57\x45\ -\x50\x5a\x35\x59\x41\x46\x2b\x4b\x49\x42\x66\x30\x6d\x5a\x76\x52\ -\x4f\x39\x50\x70\x79\x57\x39\x6e\x79\x2b\x34\x6c\x51\x33\x47\x41\ -\x79\x47\x66\x4b\x35\x37\x20\x71\x42\x6f\x4f\x45\x2f\x52\x51\x50\ -\x4c\x66\x49\x67\x34\x48\x52\x76\x4d\x62\x76\x53\x65\x55\x4c\x6f\ -\x39\x5a\x38\x4e\x59\x56\x43\x78\x78\x6a\x44\x59\x34\x41\x78\x52\ -\x6f\x38\x63\x72\x79\x31\x73\x49\x42\x43\x59\x58\x34\x56\x37\x4b\ -\x7a\x73\x73\x5a\x6f\x65\x68\x63\x4f\x66\x57\x50\x76\x76\x4f\x2f\ -\x62\x4f\x72\x20\x2f\x59\x79\x47\x33\x2b\x38\x2f\x6f\x4e\x59\x6e\ -\x4e\x35\x54\x7a\x61\x78\x39\x41\x75\x4b\x6c\x71\x32\x73\x77\x50\ -\x6a\x4c\x56\x7a\x54\x30\x75\x6b\x34\x52\x44\x46\x57\x51\x71\x6b\ -\x74\x78\x62\x31\x30\x48\x77\x2b\x76\x36\x58\x53\x2b\x64\x35\x4f\ -\x70\x65\x39\x46\x52\x72\x41\x78\x47\x6f\x49\x43\x4c\x79\x72\x36\ -\x20\x4a\x43\x71\x50\x71\x2b\x57\x78\x54\x4b\x48\x77\x41\x69\x4e\ -\x55\x65\x6f\x52\x43\x64\x51\x73\x63\x61\x35\x35\x6e\x75\x4d\x62\ -\x7a\x2b\x56\x53\x2b\x73\x4a\x68\x64\x33\x46\x47\x66\x6a\x49\x42\ -\x46\x4c\x46\x6a\x2f\x59\x56\x55\x70\x59\x2b\x4b\x33\x77\x30\x65\ -\x71\x5a\x65\x37\x63\x41\x2f\x75\x6d\x2b\x56\x72\x56\x20\x79\x71\ -\x45\x69\x65\x68\x67\x69\x69\x31\x45\x4f\x6f\x34\x79\x6f\x62\x4b\ -\x77\x6f\x6e\x4a\x6e\x4f\x46\x38\x6f\x31\x6b\x4e\x69\x4a\x70\x6b\ -\x6a\x6b\x44\x59\x37\x59\x79\x44\x61\x58\x6d\x38\x64\x54\x61\x42\ -\x6b\x4b\x2b\x51\x39\x31\x6c\x4e\x2b\x68\x78\x45\x65\x36\x42\x55\ -\x48\x2b\x4e\x35\x6e\x76\x2b\x6a\x4c\x2f\x20\x6e\x74\x4b\x47\x2f\ -\x55\x77\x4d\x69\x51\x62\x39\x58\x30\x4f\x35\x68\x4a\x47\x2f\x67\ -\x34\x2f\x37\x58\x4d\x34\x61\x71\x35\x74\x76\x63\x79\x52\x34\x44\ -\x66\x43\x47\x32\x71\x32\x39\x68\x34\x2b\x57\x75\x34\x6f\x46\x2f\ -\x4c\x63\x71\x76\x47\x32\x63\x39\x7a\x79\x59\x54\x63\x43\x54\x49\ -\x49\x38\x6a\x50\x46\x6e\x6c\x20\x38\x6c\x53\x2f\x6e\x31\x55\x6b\ -\x55\x48\x2b\x39\x49\x4d\x4f\x57\x70\x69\x4a\x79\x59\x54\x4c\x58\ -\x64\x66\x30\x75\x50\x4b\x63\x33\x7a\x71\x34\x4f\x41\x41\x50\x6d\ -\x66\x69\x2f\x69\x57\x58\x63\x4d\x5a\x6a\x76\x4b\x67\x77\x69\x74\ -\x37\x47\x77\x63\x4e\x31\x6b\x6b\x58\x46\x50\x56\x4f\x68\x56\x6d\ -\x5a\x4c\x46\x41\x20\x2f\x56\x6d\x4b\x33\x4d\x6a\x49\x76\x30\x4b\ -\x62\x55\x58\x31\x33\x71\x72\x4e\x37\x44\x4c\x62\x47\x2b\x39\x6e\ -\x50\x63\x4b\x4b\x4e\x39\x65\x38\x6f\x39\x65\x6b\x62\x53\x63\x57\ -\x66\x4e\x6b\x62\x50\x47\x45\x76\x66\x7a\x2b\x5a\x6d\x66\x37\x33\ -\x32\x4f\x51\x73\x37\x30\x76\x6d\x4b\x6f\x75\x69\x52\x58\x44\x38\ -\x6e\x20\x67\x62\x54\x41\x30\x6c\x4c\x6e\x70\x79\x47\x7a\x4b\x31\ -\x6d\x5a\x79\x6e\x65\x31\x4d\x67\x6e\x69\x31\x55\x6e\x5a\x4a\x56\ -\x69\x31\x61\x70\x55\x37\x5a\x2b\x62\x4d\x6a\x51\x7a\x76\x6f\x75\ -\x78\x44\x57\x4d\x41\x49\x6a\x52\x4d\x6e\x67\x54\x6e\x47\x36\x72\ -\x51\x4e\x6d\x7a\x65\x50\x74\x61\x4a\x39\x4c\x45\x67\x30\x20\x57\ -\x50\x39\x46\x6b\x42\x38\x7a\x73\x76\x39\x55\x75\x33\x56\x35\x51\ -\x37\x71\x72\x2b\x35\x46\x4a\x66\x4e\x37\x39\x2f\x4a\x75\x78\x59\ -\x58\x50\x50\x73\x74\x6b\x48\x48\x76\x41\x51\x79\x4f\x6d\x55\x2f\ -\x32\x47\x63\x70\x53\x72\x76\x6d\x6a\x56\x7a\x78\x6e\x4d\x62\x4e\ -\x76\x56\x55\x46\x4e\x79\x75\x57\x39\x66\x54\x20\x73\x32\x37\x44\ -\x70\x6f\x70\x64\x6b\x77\x2b\x61\x50\x33\x39\x6d\x6e\x79\x50\x33\ -\x69\x75\x63\x78\x4e\x74\x6e\x4d\x77\x6d\x73\x67\x4d\x6b\x78\x35\ -\x49\x50\x43\x4a\x39\x5a\x74\x36\x4a\x71\x58\x5a\x38\x71\x52\x74\ -\x61\x36\x37\x66\x74\x50\x6d\x35\x32\x54\x4d\x50\x4f\x41\x39\x6b\ -\x61\x4c\x6e\x4f\x4c\x67\x2b\x74\x20\x36\x46\x4f\x43\x50\x49\x43\ -\x6e\x71\x4e\x37\x35\x44\x52\x47\x4f\x6d\x54\x56\x7a\x2b\x6b\x4d\ -\x62\x4e\x6d\x32\x70\x2b\x4d\x63\x61\x43\x33\x56\x31\x64\x54\x50\ -\x71\x5a\x73\x33\x34\x5a\x63\x6c\x56\x64\x61\x54\x5a\x35\x77\x4f\ -\x75\x71\x54\x6f\x6c\x32\x39\x6b\x35\x55\x6a\x66\x73\x2f\x65\x78\ -\x6e\x7a\x47\x7a\x59\x20\x31\x4a\x4f\x64\x4e\x33\x50\x57\x62\x53\ -\x57\x2f\x73\x48\x4c\x74\x78\x36\x6f\x46\x7a\x70\x73\x7a\x59\x30\ -\x62\x66\x2b\x73\x30\x39\x75\x31\x54\x58\x4f\x47\x50\x32\x7a\x4f\ -\x38\x4b\x6c\x48\x50\x33\x58\x41\x72\x36\x56\x6c\x55\x65\x46\x70\ -\x45\x38\x58\x6c\x77\x59\x71\x66\x2f\x6c\x75\x42\x42\x59\x6c\x73\ -\x77\x58\x20\x50\x73\x45\x6b\x70\x55\x77\x6d\x5a\x55\x6e\x59\x54\ -\x79\x7a\x67\x50\x31\x2f\x68\x56\x78\x4f\x38\x76\x41\x69\x73\x56\ -\x46\x68\x6d\x6c\x4b\x58\x57\x73\x4d\x79\x6e\x7a\x72\x4d\x64\x2b\ -\x66\x78\x41\x49\x49\x6f\x45\x2f\x56\x38\x58\x62\x39\x32\x2f\x45\ -\x77\x49\x76\x46\x55\x33\x56\x4b\x33\x5a\x6c\x61\x52\x68\x72\x20\ -\x61\x49\x69\x70\x30\x54\x75\x42\x77\x30\x59\x36\x52\x34\x55\x72\ -\x30\x72\x6e\x43\x5a\x39\x6b\x7a\x64\x56\x6e\x37\x65\x52\x6c\x54\ -\x56\x31\x63\x33\x59\x33\x71\x56\x75\x52\x45\x59\x55\x56\x51\x70\ -\x63\x4f\x74\x57\x6c\x2f\x63\x56\x43\x6f\x56\x78\x36\x77\x68\x4c\ -\x48\x6d\x2b\x50\x4d\x44\x77\x49\x6c\x62\x58\x2f\x20\x44\x67\x51\ -\x43\x30\x78\x33\x56\x4a\x53\x4a\x36\x6e\x4b\x43\x76\x78\x4f\x74\ -\x75\x4e\x47\x6f\x2f\x78\x7a\x4c\x33\x50\x4b\x6d\x6c\x65\x70\x4d\ -\x61\x73\x41\x41\x54\x43\x2f\x69\x66\x55\x57\x2b\x6e\x72\x78\x4c\ -\x64\x77\x4c\x4f\x6f\x50\x43\x75\x47\x5a\x61\x72\x6d\x32\x61\x72\ -\x70\x30\x35\x65\x50\x74\x69\x73\x53\x20\x69\x38\x56\x71\x74\x58\ -\x66\x72\x76\x78\x6a\x6d\x65\x41\x6f\x6f\x33\x30\x39\x31\x46\x6b\ -\x5a\x30\x76\x61\x78\x45\x4e\x4e\x6a\x77\x57\x6c\x52\x76\x5a\x58\ -\x67\x78\x64\x7a\x2f\x62\x52\x4f\x54\x44\x79\x56\x7a\x58\x4c\x79\ -\x59\x79\x2f\x6e\x37\x32\x4d\x30\x5a\x4d\x4a\x4f\x43\x2f\x54\x4f\ -\x44\x7a\x46\x63\x35\x5a\x20\x4b\x6c\x62\x4f\x53\x6e\x5a\x31\x4a\ -\x63\x63\x36\x36\x45\x48\x7a\x35\x38\x2f\x63\x56\x75\x4d\x38\x55\ -\x33\x37\x7a\x53\x4c\x36\x54\x79\x6e\x64\x39\x64\x69\x7a\x6a\x4e\ -\x44\x55\x32\x52\x6c\x58\x73\x63\x58\x67\x2b\x57\x36\x38\x45\x6a\ -\x71\x54\x43\x62\x72\x34\x49\x54\x79\x64\x7a\x68\x56\x63\x79\x69\ -\x52\x74\x53\x20\x6b\x78\x32\x77\x2b\x70\x50\x56\x2f\x59\x6e\x6f\ -\x58\x70\x44\x6c\x6f\x69\x78\x54\x59\x35\x39\x56\x35\x56\x6d\x6e\ -\x79\x4c\x4f\x4a\x37\x6f\x6e\x58\x6c\x55\x57\x44\x39\x61\x39\x43\ -\x35\x61\x38\x4d\x58\x38\x34\x71\x56\x6b\x35\x50\x64\x58\x55\x4e\ -\x61\x30\x56\x57\x63\x62\x78\x41\x77\x38\x64\x41\x72\x32\x42\x6b\ -\x20\x71\x35\x32\x63\x4d\x66\x4b\x57\x52\x4c\x62\x72\x71\x59\x6e\ -\x63\x37\x33\x37\x32\x4d\x31\x34\x69\x6a\x66\x58\x76\x45\x70\x46\ -\x72\x47\x54\x6d\x48\x75\x6b\x62\x68\x2f\x48\x53\x2b\x4d\x4b\x79\ -\x44\x63\x74\x6e\x78\x52\x74\x69\x35\x41\x39\x72\x37\x63\x41\x34\ -\x62\x54\x51\x59\x78\x45\x70\x35\x72\x53\x2b\x38\x52\x20\x43\x4b\ -\x2f\x43\x63\x69\x77\x69\x72\x32\x4b\x51\x4f\x34\x65\x6f\x6e\x70\ -\x72\x73\x37\x50\x37\x6a\x52\x4d\x59\x65\x69\x55\x6b\x50\x57\x49\ -\x42\x45\x47\x2b\x76\x50\x56\x6a\x55\x72\x30\x6c\x31\x64\x4b\x35\ -\x69\x43\x35\x56\x4d\x73\x36\x4c\x39\x43\x6c\x59\x76\x4b\x48\x4f\ -\x71\x6d\x79\x6a\x30\x38\x6c\x56\x72\x64\x20\x4f\x64\x6f\x59\x70\ -\x55\x4c\x55\x48\x77\x4b\x56\x58\x42\x30\x66\x70\x38\x70\x39\x36\ -\x31\x6a\x47\x32\x38\x39\x2b\x4a\x70\x4e\x6f\x6f\x50\x34\x34\x6b\ -\x4e\x38\x77\x73\x6a\x4c\x65\x56\x65\x54\x53\x64\x4c\x37\x72\x57\ -\x31\x53\x59\x77\x56\x52\x6f\x7a\x4f\x71\x4b\x6c\x64\x63\x6c\x75\ -\x37\x72\x2b\x4d\x68\x6e\x33\x20\x32\x30\x39\x7a\x49\x42\x44\x75\ -\x45\x33\x73\x73\x53\x6a\x79\x64\x37\x79\x70\x58\x65\x37\x74\x4c\ -\x54\x45\x58\x41\x6d\x6e\x4c\x38\x66\x76\x38\x42\x74\x51\x35\x4c\ -\x38\x62\x72\x2b\x44\x75\x57\x68\x56\x4c\x37\x77\x52\x69\x70\x59\ -\x47\x44\x66\x56\x31\x2f\x75\x74\x54\x2b\x34\x41\x6a\x71\x76\x77\ -\x4e\x44\x2b\x76\x20\x6d\x6a\x37\x7a\x49\x32\x4d\x56\x37\x2b\x31\ -\x6e\x50\x35\x4e\x4e\x53\x65\x44\x35\x4f\x37\x78\x2b\x6b\x75\x55\ -\x52\x75\x62\x31\x32\x65\x2f\x48\x43\x2f\x6d\x61\x33\x67\x79\x6e\ -\x5a\x6d\x53\x2b\x6c\x72\x4e\x5a\x52\x76\x35\x33\x4b\x64\x77\x2b\ -\x7a\x68\x39\x72\x62\x32\x65\x56\x64\x67\x44\x31\x42\x6f\x56\x44\ -\x6f\x20\x4d\x55\x62\x65\x44\x70\x54\x7a\x44\x54\x6f\x35\x45\x71\ -\x69\x2f\x64\x4b\x52\x72\x77\x34\x32\x4e\x52\x31\x6b\x66\x66\x32\ -\x66\x6b\x59\x46\x56\x55\x2b\x47\x51\x71\x58\x33\x6a\x66\x2f\x6d\ -\x43\x31\x6e\x7a\x31\x4a\x4e\x72\x73\x6d\x4a\x39\x58\x54\x58\x6f\ -\x4e\x77\x30\x34\x67\x6e\x71\x62\x35\x31\x57\x37\x58\x7a\x20\x5a\ -\x46\x4d\x67\x63\x4e\x43\x51\x49\x30\x35\x52\x33\x42\x73\x70\x4c\ -\x38\x78\x65\x4f\x6d\x4e\x4f\x33\x52\x63\x6d\x38\x31\x35\x33\x46\ -\x2f\x76\x6b\x44\x4b\x75\x66\x61\x4c\x44\x2b\x30\x36\x68\x38\x74\ -\x38\x77\x68\x74\x58\x44\x57\x30\x4c\x71\x6c\x61\x4d\x44\x2f\x64\ -\x75\x41\x36\x52\x68\x62\x71\x72\x55\x62\x6b\x20\x33\x46\x53\x75\ -\x36\x38\x2b\x54\x66\x61\x39\x37\x4b\x55\x36\x73\x72\x71\x36\x75\ -\x57\x47\x50\x71\x48\x4b\x55\x4f\x70\x55\x47\x56\x4f\x6f\x48\x35\ -\x43\x41\x30\x79\x30\x42\x4e\x51\x61\x33\x56\x48\x78\x35\x6b\x5a\ -\x65\x50\x30\x43\x79\x37\x6c\x6c\x56\x6d\x4c\x64\x6f\x50\x2b\x2f\ -\x46\x63\x38\x47\x5a\x61\x75\x69\x20\x50\x59\x4b\x73\x42\x64\x59\ -\x71\x64\x42\x75\x6c\x6f\x4f\x67\x71\x6a\x48\x54\x61\x49\x74\x33\ -\x56\x30\x4e\x31\x65\x4b\x4b\x7a\x69\x33\x37\x79\x53\x6f\x50\x52\ -\x5a\x76\x35\x79\x52\x63\x36\x30\x62\x42\x58\x31\x50\x76\x30\x56\ -\x4e\x68\x55\x4c\x39\x62\x64\x62\x6c\x36\x45\x79\x68\x38\x4e\x79\ -\x55\x33\x65\x77\x55\x20\x73\x6b\x38\x48\x4c\x44\x77\x4c\x31\x72\ -\x75\x42\x30\x38\x73\x63\x32\x36\x42\x57\x58\x70\x33\x75\x36\x6c\ -\x6f\x4f\x4f\x4e\x46\x41\x2f\x54\x64\x41\x4b\x75\x32\x47\x6a\x48\ -\x76\x33\x5a\x57\x38\x6e\x46\x70\x73\x39\x32\x39\x30\x2b\x72\x63\ -\x55\x52\x32\x36\x79\x69\x49\x55\x48\x43\x69\x6f\x54\x56\x61\x6b\ -\x69\x45\x20\x4d\x4a\x36\x58\x30\x72\x34\x77\x79\x79\x37\x69\x74\ -\x61\x35\x61\x68\x57\x68\x4f\x72\x61\x52\x46\x74\x41\x32\x6c\x77\ -\x78\x6a\x61\x4e\x2f\x64\x71\x2b\x37\x39\x44\x48\x57\x63\x73\x31\ -\x48\x43\x53\x57\x72\x30\x46\x54\x79\x4e\x56\x44\x6b\x58\x35\x75\ -\x68\x68\x2b\x72\x38\x70\x66\x4b\x47\x63\x34\x4b\x66\x70\x66\x20\ -\x71\x56\x7a\x33\x6c\x44\x62\x58\x6d\x45\x72\x32\x39\x59\x42\x46\ -\x4d\x42\x69\x63\x35\x39\x4f\x2b\x5a\x38\x70\x5a\x7a\x67\x4a\x74\ -\x75\x4c\x77\x52\x52\x36\x34\x75\x64\x53\x73\x75\x6a\x2b\x70\x76\ 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-\x4c\x37\x75\x41\x42\x51\x4f\x56\x36\x51\x2b\x78\x59\x7a\x6d\x78\ -\x46\x66\x68\x41\x4b\x6c\x2b\x34\x65\x58\x66\x65\x52\x33\x4d\x67\ -\x45\x48\x61\x6c\x65\x4c\x70\x56\x4f\x56\x58\x67\x64\x59\x7a\x4e\ -\x6b\x6e\x59\x30\x2b\x6f\x43\x6c\x20\x77\x44\x4c\x51\x35\x30\x58\ -\x31\x4f\x53\x4e\x56\x7a\x37\x2b\x63\x50\x70\x51\x54\x49\x52\x4b\ -\x4a\x7a\x50\x47\x4a\x50\x64\x6c\x73\x4c\x7a\x37\x53\x37\x33\x34\ -\x5a\x44\x41\x62\x6e\x47\x57\x73\x50\x63\x59\x78\x37\x69\x4b\x71\ -\x30\x6f\x68\x79\x4b\x73\x41\x52\x50\x52\x37\x61\x72\x75\x4d\x42\ -\x54\x69\x50\x34\x42\x20\x65\x43\x43\x56\x36\x33\x36\x4b\x50\x66\ -\x42\x44\x4f\x4a\x52\x49\x30\x50\x38\x6d\x55\x57\x34\x45\x5a\x69\ -\x46\x79\x52\x69\x72\x58\x64\x63\x2b\x65\x76\x71\x66\x4a\x35\x47\ -\x55\x5a\x73\x47\x43\x48\x62\x62\x4e\x43\x52\x6e\x44\x4f\x53\x75\ -\x56\x33\x54\x34\x66\x63\x70\x6d\x44\x39\x4b\x31\x54\x4e\x32\x59\ -\x71\x65\x20\x78\x65\x67\x64\x6b\x63\x64\x43\x47\x2f\x43\x55\x4b\ -\x6b\x38\x5a\x77\x35\x4f\x2b\x61\x54\x50\x2f\x39\x54\x4b\x66\x4d\ -\x55\x32\x49\x65\x43\x69\x30\x41\x4b\x4d\x72\x51\x62\x76\x55\x30\ -\x57\x4d\x54\x69\x52\x48\x7a\x54\x79\x62\x53\x30\x48\x43\x77\x63\ -\x54\x68\x61\x6c\x57\x4e\x41\x6a\x38\x62\x37\x4f\x2b\x31\x71\x20\ -\x76\x6e\x43\x74\x6f\x6e\x63\x72\x63\x6f\x64\x54\x50\x65\x33\x2b\ -\x5a\x44\x4b\x35\x62\x52\x66\x48\x6d\x7a\x44\x68\x63\x48\x32\x7a\ -\x63\x63\x32\x70\x71\x58\x7a\x58\x6a\x2f\x62\x55\x50\x55\x77\x56\ -\x4c\x39\x75\x41\x42\x52\x41\x4e\x31\x76\x2b\x58\x72\x79\x67\x33\ -\x6a\x74\x55\x58\x65\x34\x4b\x59\x61\x4b\x44\x2b\x20\x57\x44\x42\ -\x76\x51\x66\x54\x73\x43\x76\x37\x76\x59\x32\x47\x4c\x77\x71\x4d\ -\x47\x65\x56\x77\x4e\x54\x78\x58\x56\x65\x54\x4b\x58\x79\x36\x32\ -\x5a\x74\x44\x74\x39\x6d\x64\x4d\x63\x44\x6c\x32\x6c\x6f\x71\x63\ -\x42\x61\x7a\x76\x53\x75\x56\x63\x78\x78\x68\x6c\x50\x53\x30\x74\ -\x4c\x54\x58\x48\x72\x70\x69\x4f\x73\x20\x63\x6f\x78\x34\x4c\x65\ -\x74\x4f\x59\x75\x53\x69\x34\x37\x47\x77\x43\x66\x67\x39\x71\x72\ -\x66\x33\x69\x65\x38\x50\x45\x33\x56\x44\x32\x4d\x39\x77\x58\x74\ -\x59\x42\x61\x79\x71\x4a\x4e\x44\x59\x75\x45\x64\x48\x7a\x46\x54\ -\x31\x50\x49\x44\x7a\x42\x59\x58\x6f\x46\x66\x52\x4c\x4d\x51\x36\ -\x4c\x79\x30\x50\x53\x35\x20\x63\x35\x39\x59\x76\x6e\x78\x35\x75\ -\x66\x72\x49\x50\x55\x49\x30\x47\x6d\x30\x55\x36\x5a\x74\x6c\x58\ -\x47\x63\x47\x34\x73\x34\x32\x79\x67\x47\x75\x79\x4d\x43\x75\x6e\ -\x61\x6a\x4f\x46\x44\x46\x6a\x53\x6e\x68\x62\x69\x78\x56\x59\x69\ -\x37\x48\x64\x72\x75\x67\x61\x70\x30\x39\x36\x69\x6a\x37\x66\x70\ -\x6e\x51\x36\x20\x76\x5a\x46\x4a\x58\x45\x71\x31\x74\x72\x5a\x57\ -\x62\x39\x32\x30\x2f\x6c\x35\x42\x62\x6d\x31\x50\x5a\x33\x38\x79\ -\x30\x58\x45\x69\x44\x51\x32\x48\x69\x4f\x45\x6b\x68\x4a\x4e\x52\ -\x50\x5a\x47\x4a\x69\x33\x43\x33\x49\x50\x49\x48\x55\x66\x31\x4e\ -\x54\x61\x39\x37\x7a\x37\x34\x6d\x6e\x64\x6a\x62\x32\x42\x2b\x77\ -\x20\x78\x6b\x45\x73\x45\x46\x67\x45\x39\x67\x4b\x46\x38\x30\x45\ -\x58\x54\x6d\x41\x49\x4b\x38\x49\x2f\x55\x42\x34\x53\x39\x4b\x48\ -\x74\x2b\x42\x37\x64\x57\x33\x35\x39\x6d\x79\x4f\x42\x56\x36\x4e\ -\x38\x55\x5a\x45\x35\x77\x46\x79\x38\x54\x59\x76\x4a\x79\x4c\x6d\ -\x4e\x68\x53\x4c\x6f\x61\x70\x44\x56\x43\x71\x75\x4e\x20\x79\x67\ -\x66\x62\x73\x39\x6d\x32\x69\x51\x36\x32\x4d\x42\x43\x59\x58\x2f\ -\x54\x4a\x6e\x52\x33\x70\x33\x47\x76\x59\x78\x61\x61\x67\x4a\x61\ -\x51\x70\x57\x48\x2b\x59\x61\x2b\x55\x6b\x49\x35\x79\x73\x63\x43\ -\x49\x54\x38\x30\x58\x66\x4a\x6e\x43\x33\x47\x72\x6b\x2b\x6c\x65\ -\x33\x36\x49\x33\x74\x42\x7a\x6d\x74\x66\x20\x59\x33\x2f\x41\x47\ -\x6f\x56\x34\x66\x4d\x36\x73\x34\x74\x62\x71\x38\x30\x52\x34\x4c\ -\x35\x35\x4e\x37\x48\x6a\x5a\x41\x74\x77\x50\x33\x46\x31\x6c\x35\ -\x65\x37\x2b\x68\x50\x42\x55\x30\x39\x72\x61\x57\x74\x33\x54\x73\ -\x79\x34\x75\x4c\x67\x75\x42\x68\x59\x4b\x30\x6f\x43\x7a\x41\x38\ -\x50\x32\x4f\x64\x47\x36\x59\x20\x67\x50\x41\x6b\x38\x4b\x58\x44\ -\x67\x56\x74\x42\x6a\x67\x50\x38\x49\x4c\x39\x44\x37\x51\x71\x51\ -\x5a\x6f\x52\x7a\x67\x43\x74\x45\x37\x49\x42\x72\x67\x46\x56\x7a\ -\x71\x73\x44\x58\x45\x43\x36\x75\x64\x72\x6e\x52\x36\x65\x33\x64\ -\x76\x6d\x6e\x61\x74\x43\x71\x66\x64\x58\x2b\x43\x63\x49\x35\x61\ -\x44\x71\x39\x79\x20\x6e\x45\x31\x39\x74\x76\x68\x61\x38\x54\x72\ -\x44\x58\x47\x47\x4d\x33\x71\x43\x57\x71\x43\x4a\x76\x41\x44\x36\ -\x4b\x38\x69\x44\x6f\x33\x78\x47\x70\x41\x6a\x36\x4f\x56\x31\x4c\ -\x79\x68\x4d\x41\x76\x32\x7a\x4f\x35\x36\x38\x75\x39\x72\x6e\x67\ -\x34\x63\x43\x45\x69\x46\x34\x41\x38\x62\x6c\x79\x39\x31\x6e\x56\ -\x34\x20\x72\x56\x70\x4a\x71\x2b\x4f\x73\x54\x4b\x56\x53\x41\x37\ -\x35\x6c\x38\x55\x6a\x6f\x49\x74\x44\x32\x63\x71\x39\x31\x56\x2b\ -\x6e\x66\x38\x54\x56\x77\x68\x73\x49\x5a\x56\x4e\x52\x41\x6a\x55\ -\x67\x65\x35\x46\x65\x75\x30\x56\x39\x6b\x73\x34\x56\x6c\x6b\x33\ -\x32\x50\x4c\x31\x66\x32\x42\x36\x7a\x79\x53\x43\x54\x6f\x20\x50\ -\x31\x6d\x55\x43\x34\x47\x33\x4d\x50\x37\x53\x6c\x30\x37\x67\x39\ -\x79\x72\x63\x5a\x61\x58\x71\x77\x61\x6c\x6f\x51\x7a\x61\x59\x52\ -\x63\x48\x67\x76\x46\x36\x48\x77\x31\x55\x35\x58\x49\x54\x44\x55\ -\x51\x37\x48\x73\x35\x45\x65\x75\x6c\x78\x62\x42\x76\x4a\x49\x52\ -\x79\x5a\x37\x45\x53\x50\x38\x75\x6a\x65\x48\x20\x41\x70\x39\x56\ -\x6b\x57\x2b\x68\x63\x6e\x70\x48\x4e\x6e\x74\x76\x4c\x42\x51\x36\ -\x30\x59\x67\x2b\x72\x50\x43\x46\x52\x43\x5a\x33\x57\x66\x39\x35\ -\x38\x56\x44\x6f\x37\x59\x6a\x2b\x45\x70\x56\x33\x64\x47\x53\x7a\ -\x41\x37\x75\x76\x38\x58\x44\x67\x6c\x79\x42\x76\x70\x36\x70\x6d\ -\x64\x6b\x64\x48\x78\x34\x5a\x34\x20\x4e\x48\x67\x36\x6c\x74\x38\ -\x44\x48\x2b\x33\x49\x35\x4b\x34\x70\x6e\x58\x4d\x42\x79\x4d\x32\ -\x67\x37\x2b\x76\x49\x35\x48\x2f\x75\x50\x52\x62\x63\x42\x6a\x7a\ -\x64\x6b\x63\x6d\x4e\x32\x4d\x71\x38\x4b\x52\x49\x38\x56\x2b\x41\ -\x57\x46\x66\x6b\x67\x71\x6b\x63\x62\x5a\x5a\x4f\x4b\x76\x67\x4f\ -\x6b\x58\x38\x4b\x79\x20\x51\x5a\x51\x58\x56\x46\x67\x4b\x76\x41\ -\x68\x79\x6d\x6a\x57\x2b\x38\x35\x4c\x4a\x35\x50\x72\x78\x76\x36\ -\x74\x6a\x4a\x78\x54\x79\x48\x2b\x71\x34\x6e\x49\x46\x77\x4a\x6e\ -\x41\x30\x34\x35\x65\x72\x2f\x41\x50\x6b\x65\x74\x66\x34\x62\x68\ -\x35\x76\x6c\x2b\x56\x2f\x4e\x36\x5a\x4b\x63\x4c\x64\x50\x45\x67\ -\x71\x46\x20\x35\x6a\x72\x61\x65\x79\x46\x71\x50\x6f\x53\x4f\x65\ -\x38\x6d\x58\x55\x4f\x48\x58\x6a\x73\x6a\x76\x45\x74\x6d\x75\x76\ -\x7a\x4d\x35\x53\x35\x46\x68\x74\x41\x53\x44\x49\x53\x74\x79\x44\ -\x4b\x4a\x48\x41\x59\x63\x44\x68\x2f\x56\x43\x45\x43\x33\x39\x2b\ -\x69\x68\x70\x76\x49\x54\x78\x65\x6c\x57\x35\x78\x44\x6a\x32\x20\ -\x65\x57\x76\x6c\x56\x49\x45\x76\x69\x76\x43\x64\x39\x6e\x54\x32\ -\x68\x6f\x70\x50\x59\x47\x51\x6a\x43\x6f\x69\x64\x42\x57\x43\x4d\ -\x64\x56\x46\x42\x56\x41\x65\x57\x68\x79\x33\x68\x63\x4c\x4f\x4b\ -\x7a\x74\x41\x4b\x55\x74\x4e\x69\x73\x56\x6a\x68\x53\x79\x75\x7a\ -\x41\x46\x52\x59\x44\x61\x57\x38\x30\x38\x62\x31\x20\x4e\x51\x67\ -\x62\x4b\x39\x32\x61\x6c\x41\x77\x62\x42\x64\x61\x42\x72\x6b\x4d\ -\x6b\x59\x49\x32\x63\x5a\x6c\x77\x39\x41\x70\x47\x54\x67\x61\x50\ -\x55\x49\x43\x6a\x76\x41\x71\x61\x44\x59\x6d\x7a\x66\x75\x71\x5a\ -\x49\x63\x49\x31\x41\x42\x37\x42\x63\x52\x5a\x64\x6a\x65\x56\x61\ -\x64\x36\x6d\x65\x54\x79\x57\x52\x58\x20\x78\x66\x64\x69\x6a\x4a\ -\x52\x6d\x53\x4d\x75\x41\x72\x35\x66\x4d\x49\x64\x2b\x45\x36\x46\ -\x74\x52\x65\x51\x4e\x6a\x2b\x34\x34\x74\x41\x56\x33\x69\x32\x4c\ -\x37\x76\x78\x41\x4c\x2b\x75\x79\x78\x36\x62\x54\x72\x66\x2f\x51\ -\x42\x37\x71\x5a\x68\x33\x54\x37\x49\x2f\x59\x41\x47\x78\x6b\x50\ -\x2b\x56\x75\x50\x4a\x52\x20\x74\x58\x31\x76\x41\x35\x6b\x32\x6a\ -\x73\x39\x4a\x4e\x33\x41\x72\x36\x4b\x39\x53\x2b\x65\x37\x48\x6d\ -\x65\x51\x50\x57\x43\x7a\x57\x45\x48\x4f\x73\x63\x36\x4a\x61\x6a\ -\x73\x41\x54\x51\x68\x35\x71\x68\x66\x71\x42\x70\x31\x47\x36\x45\ -\x54\x79\x4a\x67\x38\x68\x58\x72\x50\x48\x39\x4f\x4a\x6c\x4d\x64\ -\x6a\x57\x46\x20\x67\x76\x38\x55\x59\x56\x45\x69\x6d\x2f\x30\x5a\ -\x59\x4f\x4f\x52\x77\x48\x52\x55\x55\x43\x51\x77\x36\x70\x4f\x71\ -\x72\x76\x64\x43\x58\x79\x6d\x6f\x57\x4c\x4e\x52\x52\x45\x48\x6b\ -\x51\x50\x43\x43\x75\x73\x57\x75\x51\x45\x75\x65\x2b\x6d\x49\x48\ -\x66\x4d\x64\x6a\x73\x59\x59\x59\x4c\x69\x45\x41\x48\x2f\x62\x64\ -\x20\x38\x57\x69\x77\x44\x56\x65\x50\x52\x33\x61\x65\x79\x49\x74\ -\x49\x74\x61\x6f\x69\x49\x68\x61\x67\x62\x39\x32\x36\x41\x33\x45\ -\x45\x56\x43\x6f\x4b\x4d\x61\x32\x70\x75\x73\x5a\x6f\x33\x2f\x6d\ -\x71\x2b\x6e\x38\x47\x75\x56\x52\x39\x4e\x64\x39\x49\x64\x6e\x52\ -\x73\x41\x4a\x34\x42\x66\x68\x47\x50\x42\x50\x4e\x39\x20\x31\x72\ -\x77\x75\x6b\x38\x6b\x55\x34\x70\x48\x67\x2f\x77\x4b\x58\x43\x4e\ -\x79\x49\x55\x41\x51\x4f\x51\x54\x6c\x66\x56\x47\x6f\x52\x45\x4e\ -\x74\x48\x50\x42\x78\x4d\x71\x2f\x43\x77\x4b\x49\x38\x62\x6f\x30\ -\x2b\x47\x55\x76\x6c\x6c\x44\x2b\x2b\x69\x70\x58\x65\x70\x58\x38\ -\x46\x31\x77\x48\x55\x74\x44\x51\x31\x31\x20\x66\x59\x5a\x7a\x51\ -\x53\x2f\x41\x4d\x34\x77\x63\x62\x55\x56\x54\x6f\x2f\x41\x32\x51\ -\x64\x34\x57\x44\x66\x68\x66\x46\x4e\x45\x72\x65\x33\x72\x31\x78\ -\x6e\x33\x55\x52\x57\x52\x4b\x2b\x4c\x63\x4e\x57\x45\x75\x57\x55\ -\x4c\x57\x6d\x30\x33\x2b\x4f\x77\x71\x66\x56\x63\x68\x51\x79\x35\ -\x6c\x69\x7a\x47\x5a\x48\x66\x20\x69\x6e\x56\x76\x54\x6e\x61\x75\ -\x65\x6f\x44\x4a\x38\x36\x79\x58\x61\x4c\x52\x78\x6b\x58\x48\x6c\ -\x4f\x45\x52\x65\x49\x33\x41\x69\x4c\x6a\x47\x46\x55\x76\x7a\x67\ -\x47\x55\x48\x76\x74\x43\x6f\x72\x52\x48\x52\x70\x45\x64\x38\x2f\ -\x30\x70\x6e\x30\x75\x71\x5a\x49\x38\x47\x32\x69\x33\x49\x72\x71\ -\x68\x76\x34\x5a\x20\x67\x78\x68\x39\x48\x70\x55\x6a\x59\x72\x47\ -\x47\x53\x44\x4c\x5a\x6c\x58\x54\x46\x62\x58\x66\x55\x42\x36\x71\ -\x6a\x64\x74\x39\x32\x72\x61\x77\x77\x42\x68\x43\x5a\x44\x51\x69\ -\x69\x35\x77\x43\x49\x61\x42\x56\x41\x4e\x70\x74\x64\x31\x78\x77\ -\x4f\x33\x71\x4e\x77\x5a\x75\x6e\x57\x42\x6b\x71\x63\x78\x44\x70\ -\x48\x20\x41\x79\x63\x41\x6f\x48\x71\x46\x4e\x31\x50\x62\x2b\x54\ -\x76\x61\x48\x41\x71\x64\x70\x71\x72\x66\x41\x63\x42\x79\x52\x54\ -\x77\x63\x2b\x6b\x6f\x52\x4c\x65\x30\x38\x61\x73\x56\x79\x4b\x64\ -\x58\x74\x6a\x56\x69\x6a\x49\x73\x78\x54\x75\x45\x71\x4b\x76\x64\ -\x58\x4e\x30\x65\x42\x79\x56\x43\x39\x41\x5a\x62\x46\x43\x20\x58\ -\x62\x56\x33\x76\x31\x65\x69\x55\x6f\x38\x6f\x72\x74\x47\x76\x4a\ -\x35\x4e\x65\x53\x63\x32\x53\x4a\x55\x75\x71\x31\x71\x33\x71\x65\ -\x67\x4c\x30\x4c\x6c\x56\x78\x52\x4f\x51\x6b\x51\x64\x2b\x4e\x38\ -\x47\x36\x72\x51\x6a\x6f\x53\x33\x42\x71\x48\x66\x79\x49\x38\x4a\ -\x56\x61\x66\x4b\x68\x72\x33\x79\x56\x53\x71\x20\x6b\x42\x6a\x74\ -\x50\x52\x75\x4a\x55\x72\x37\x79\x52\x38\x43\x50\x59\x67\x30\x4e\ -\x4d\x55\x51\x76\x55\x4d\x50\x62\x55\x52\x61\x50\x34\x66\x4a\x46\ -\x71\x6e\x4c\x31\x39\x43\x72\x35\x52\x72\x54\x52\x2f\x7a\x50\x72\ -\x30\x78\x39\x6c\x4d\x74\x33\x74\x45\x37\x32\x58\x6c\x77\x76\x2f\ -\x64\x67\x45\x72\x45\x6f\x6e\x4d\x20\x6f\x64\x6a\x37\x6f\x64\x57\ -\x64\x39\x75\x4e\x34\x64\x57\x68\x6a\x77\x59\x4c\x63\x4c\x2b\x6a\ -\x31\x52\x56\x4e\x31\x31\x32\x54\x6b\x70\x45\x34\x43\x58\x7a\x59\ -\x59\x50\x46\x70\x46\x58\x36\x50\x49\x43\x61\x58\x4f\x49\x33\x4d\ -\x48\x66\x6f\x4f\x56\x68\x31\x53\x34\x55\x5a\x53\x44\x45\x63\x36\ -\x78\x4c\x68\x39\x4a\x20\x35\x76\x4a\x50\x44\x42\x33\x48\x71\x48\ -\x6c\x42\x76\x64\x58\x6e\x77\x42\x4a\x57\x56\x5a\x34\x58\x77\x42\ -\x52\x39\x68\x77\x51\x43\x67\x57\x34\x70\x69\x68\x38\x44\x4b\x4b\ -\x4d\x75\x63\x35\x4f\x35\x33\x44\x4e\x4e\x34\x65\x41\x4e\x6f\x6e\ -\x77\x6f\x48\x67\x6d\x65\x56\x38\x71\x48\x6f\x57\x72\x36\x6c\x34\ -\x53\x36\x20\x31\x64\x55\x4c\x61\x6f\x33\x63\x4c\x63\x4c\x30\x39\ -\x6b\x78\x2b\x6f\x4f\x64\x63\x49\x70\x32\x37\x72\x53\x6b\x63\x76\ -\x46\x54\x67\x4d\x73\x57\x63\x61\x4b\x54\x59\x67\x35\x57\x54\x56\ -\x65\x52\x62\x2f\x65\x65\x30\x5a\x37\x50\x33\x78\x63\x50\x42\x2b\ -\x34\x41\x7a\x51\x4a\x39\x43\x71\x41\x47\x61\x53\x38\x47\x74\x20\ -\x34\x6f\x61\x45\x54\x38\x32\x58\x56\x56\x67\x6f\x63\x4b\x4f\x71\ -\x39\x46\x71\x30\x58\x70\x51\x69\x49\x68\x39\x41\x63\x49\x47\x30\ -\x56\x58\x6b\x47\x41\x4e\x46\x46\x51\x46\x38\x73\x6d\x57\x39\x4c\ -\x67\x74\x50\x63\x37\x4a\x2b\x33\x72\x72\x73\x37\x49\x6f\x5a\x4e\ -\x71\x6a\x49\x37\x6b\x63\x6c\x64\x48\x49\x73\x31\x20\x78\x49\x78\ -\x31\x45\x6f\x72\x63\x61\x56\x52\x2f\x70\x34\x61\x6a\x55\x66\x34\ -\x44\x35\x57\x49\x56\x77\x56\x45\x66\x38\x55\x69\x77\x44\x66\x52\ -\x32\x45\x62\x6e\x66\x6c\x61\x72\x48\x4a\x69\x6f\x49\x4c\x52\x6c\ -\x44\x66\x67\x50\x34\x52\x69\x6a\x6b\x50\x39\x52\x6e\x65\x59\x66\ -\x43\x75\x78\x6c\x64\x37\x7a\x55\x4c\x20\x34\x57\x4c\x6a\x79\x6b\ -\x58\x52\x67\x50\x39\x65\x52\x61\x2f\x38\x64\x31\x34\x75\x37\x67\ -\x74\x75\x6b\x35\x4e\x47\x4d\x42\x69\x63\x4a\x38\x58\x74\x4b\x55\ -\x47\x2f\x4f\x59\x4c\x68\x33\x31\x43\x36\x56\x50\x67\x47\x4c\x69\ -\x32\x70\x66\x4e\x64\x70\x79\x58\x7a\x68\x6c\x73\x6b\x49\x56\x76\ -\x46\x49\x38\x46\x50\x70\x20\x63\x48\x43\x39\x4e\x54\x79\x6d\x49\ -\x70\x65\x72\x63\x4b\x77\x69\x66\x30\x57\x34\x47\x4f\x52\x58\x41\ -\x4f\x4a\x77\x57\x53\x4b\x54\x2b\x35\x49\x67\x4e\x77\x4d\x59\x52\ -\x33\x59\x71\x36\x49\x36\x48\x51\x67\x75\x61\x49\x73\x46\x7a\x46\ -\x58\x73\x68\x41\x4d\x4a\x42\x41\x4d\x33\x4e\x2f\x6e\x6f\x52\x58\ -\x75\x30\x39\x20\x70\x6a\x66\x58\x4f\x72\x4c\x5a\x47\x42\x34\x76\ -\x6e\x62\x4e\x67\x4c\x50\x65\x58\x79\x4f\x54\x65\x71\x38\x71\x58\ -\x55\x45\x30\x41\x64\x77\x43\x39\x69\x68\x33\x77\x42\x73\x2f\x6e\ -\x38\x31\x75\x32\x57\x54\x31\x44\x59\x58\x4d\x38\x45\x76\x7a\x38\ -\x6b\x47\x75\x2f\x72\x73\x4a\x35\x69\x55\x7a\x6d\x6b\x66\x5a\x30\ -\x20\x35\x7a\x38\x55\x6b\x78\x73\x79\x76\x46\x4a\x56\x38\x79\x37\ -\x67\x44\x39\x61\x70\x66\x6e\x39\x48\x4f\x6e\x63\x4f\x56\x72\x34\ -\x47\x49\x4a\x61\x4b\x49\x6c\x6d\x46\x74\x51\x4b\x2f\x61\x55\x2f\ -\x6e\x33\x74\x32\x52\x79\x58\x37\x41\x36\x58\x4f\x76\x52\x44\x67\ -\x47\x32\x46\x54\x74\x34\x75\x39\x49\x35\x35\x6f\x53\x20\x6d\x63\ -\x77\x6a\x72\x58\x56\x31\x4d\x78\x51\x57\x43\x62\x51\x39\x44\x4d\ -\x58\x6d\x55\x4b\x68\x4a\x2b\x33\x77\x46\x78\x44\x36\x74\x79\x6f\ -\x6d\x4b\x4e\x41\x45\x34\x36\x6a\x73\x43\x77\x4d\x43\x44\x37\x5a\ -\x6e\x63\x39\x52\x32\x70\x33\x4d\x63\x45\x66\x51\x42\x41\x52\x54\ -\x38\x41\x38\x6c\x57\x46\x54\x53\x44\x2f\x20\x72\x63\x71\x44\x78\ -\x76\x5a\x31\x78\x32\x4c\x42\x59\x38\x66\x79\x48\x6c\x59\x69\x6d\ -\x79\x30\x73\x53\x2b\x59\x4c\x6e\x35\x2f\x66\x57\x49\x69\x69\x65\ -\x6f\x37\x41\x6e\x78\x67\x39\x35\x32\x6d\x41\x4e\x77\x6c\x79\x66\ -\x7a\x54\x67\x58\x31\x35\x58\x56\x37\x65\x37\x4a\x43\x64\x37\x46\ -\x66\x39\x57\x4d\x36\x78\x63\x20\x4c\x72\x63\x6d\x47\x6d\x7a\x34\ -\x45\x36\x70\x76\x71\x58\x43\x61\x43\x6a\x78\x67\x52\x58\x35\x53\ -\x31\x39\x42\x31\x35\x31\x52\x55\x75\x57\x38\x72\x36\x6b\x39\x71\ -\x6a\x63\x51\x45\x61\x56\x64\x34\x4f\x4a\x48\x4e\x4c\x67\x66\x73\ -\x6f\x6d\x42\x77\x58\x70\x38\x68\x71\x49\x43\x31\x48\x41\x73\x38\ -\x56\x48\x53\x63\x20\x4a\x78\x78\x62\x42\x4f\x7a\x52\x41\x50\x46\ -\x77\x34\x48\x32\x6f\x66\x41\x50\x52\x2b\x6b\x47\x72\x57\x4e\x75\ -\x2f\x7a\x47\x68\x76\x4c\x36\x79\x4a\x68\x34\x4d\x46\x41\x49\x47\ -\x38\x43\x6c\x39\x57\x79\x49\x76\x71\x78\x30\x43\x4f\x62\x32\x6c\ -\x70\x71\x52\x6c\x44\x61\x59\x38\x6d\x73\x74\x6d\x62\x77\x47\x74\ -\x2b\x20\x30\x42\x51\x4f\x72\x68\x5a\x6b\x70\x79\x39\x49\x50\x70\ -\x2f\x66\x45\x67\x67\x45\x33\x6c\x7a\x72\x79\x4a\x33\x78\x63\x48\ -\x42\x62\x52\x79\x62\x33\x2f\x66\x35\x6a\x69\x58\x54\x75\x31\x76\ -\x37\x2f\x4c\x36\x71\x64\x4b\x6a\x73\x33\x43\x2b\x6e\x77\x38\x6b\ 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-\x65\x63\x37\x2b\x38\x63\x36\x6b\x61\x54\x4a\x70\x6b\x33\x53\x53\ -\x4a\x70\x50\x35\x66\x6a\x37\x39\x4e\x48\x6e\x65\x20\x64\x35\x37\ -\x33\x76\x4d\x6e\x6b\x7a\x48\x6d\x66\x35\x35\x7a\x66\x41\x54\x4d\ -\x34\x75\x48\x33\x43\x70\x55\x4e\x47\x35\x52\x69\x46\x6e\x35\x65\ -\x37\x6a\x35\x30\x46\x2f\x52\x43\x75\x4b\x73\x4c\x49\x78\x72\x59\ -\x41\x64\x4b\x52\x53\x2f\x36\x4d\x46\x66\x5a\x4f\x49\x48\x62\x4d\ -\x52\x72\x54\x4e\x76\x78\x37\x32\x4b\x20\x50\x69\x7a\x43\x58\x6c\ -\x75\x77\x52\x31\x4f\x70\x6c\x79\x6c\x77\x44\x50\x41\x48\x46\x52\ -\x59\x41\x61\x38\x58\x71\x2b\x64\x74\x33\x35\x72\x2b\x45\x73\x6b\ -\x43\x45\x72\x77\x42\x6e\x55\x30\x70\x34\x46\x54\x59\x43\x50\x4f\ -\x61\x75\x4d\x7a\x34\x67\x31\x76\x36\x6b\x4d\x35\x36\x2b\x79\x58\ -\x6f\x38\x72\x79\x77\x4e\x20\x2b\x74\x39\x54\x58\x41\x79\x33\x32\ -\x33\x59\x57\x31\x6f\x4f\x37\x57\x36\x6e\x43\x6b\x63\x41\x4c\x46\ -\x43\x4f\x65\x6e\x64\x76\x36\x33\x67\x62\x4d\x46\x35\x46\x37\x6f\ -\x31\x33\x4a\x63\x36\x4e\x64\x71\x64\x76\x32\x2b\x73\x4f\x61\x4a\ -\x46\x31\x64\x75\x59\x35\x59\x4f\x6e\x76\x78\x77\x51\x75\x58\x74\ -\x41\x70\x38\x20\x48\x48\x69\x55\x73\x52\x37\x37\x52\x47\x2b\x63\ -\x43\x68\x74\x6d\x41\x33\x4d\x79\x44\x79\x76\x6b\x39\x7a\x34\x43\ -\x76\x48\x76\x45\x63\x4f\x2b\x4f\x51\x62\x74\x30\x4f\x6a\x2b\x35\ -\x6c\x67\x56\x61\x76\x6f\x6e\x77\x52\x55\x41\x51\x2f\x67\x6a\x38\ -\x56\x4e\x46\x6e\x52\x4f\x55\x37\x6f\x49\x64\x45\x75\x39\x4c\x4e\ -\x20\x41\x4d\x75\x43\x4c\x54\x39\x44\x2b\x55\x68\x65\x6e\x45\x57\ -\x4a\x52\x4b\x4a\x76\x52\x53\x44\x51\x55\x68\x43\x39\x42\x5a\x56\ -\x4c\x4f\x35\x4c\x4a\x54\x61\x58\x63\x4b\x55\x58\x66\x32\x39\x6d\ -\x56\x58\x6c\x76\x75\x57\x6b\x74\x62\x57\x30\x38\x51\x74\x54\x2f\ -\x45\x34\x51\x76\x52\x65\x47\x72\x47\x56\x50\x43\x48\x20\x77\x2b\ -\x48\x58\x4f\x7a\x62\x2f\x49\x45\x69\x33\x47\x50\x33\x75\x70\x6c\ -\x6a\x79\x73\x63\x6e\x4f\x46\x51\x6b\x47\x56\x79\x48\x35\x68\x6f\ -\x4b\x61\x4e\x6b\x48\x76\x55\x4f\x53\x63\x7a\x6b\x54\x79\x4c\x76\ -\x63\x36\x76\x72\x42\x52\x5a\x78\x30\x36\x6c\x4b\x46\x65\x4b\x6a\ -\x48\x61\x45\x45\x32\x6b\x33\x72\x6a\x43\x20\x37\x31\x38\x79\x57\ -\x4d\x65\x50\x52\x4f\x56\x55\x6c\x49\x65\x6f\x61\x2f\x68\x45\x4e\ -\x42\x72\x64\x73\x69\x77\x59\x75\x42\x6a\x30\x4f\x6d\x76\x6c\x70\ -\x46\x67\x79\x57\x64\x47\x6d\x6f\x33\x75\x6a\x71\x4f\x30\x57\x5a\ -\x35\x52\x4d\x6b\x6a\x77\x58\x54\x33\x65\x2f\x64\x62\x72\x73\x6d\ -\x47\x6e\x4d\x75\x51\x67\x4c\x20\x51\x49\x57\x76\x6c\x78\x6c\x65\ -\x73\x71\x44\x65\x66\x47\x59\x36\x37\x59\x67\x6d\x55\x78\x65\x6f\ -\x78\x79\x34\x56\x35\x43\x61\x55\x67\x46\x6a\x4e\x64\x79\x62\x53\ -\x6a\x34\x41\x38\x41\x65\x49\x4c\x68\x33\x31\x68\x41\x4c\x47\x36\ -\x44\x71\x43\x75\x55\x44\x67\x53\x34\x4f\x56\x6b\x4d\x74\x58\x52\ -\x6c\x54\x70\x7a\x20\x64\x2f\x6d\x4b\x4b\x57\x56\x4b\x76\x32\x6d\ -\x73\x61\x34\x6e\x52\x67\x42\x70\x35\x45\x4a\x45\x6a\x77\x75\x48\ 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-\x31\x4b\x54\x48\x76\x4a\x43\x56\x31\x77\x6d\x63\x6a\x2b\x55\x36\ -\x59\x2f\x4d\x64\x53\x34\x4d\x74\x5a\x31\x62\x2b\x62\x69\x5a\x48\ -\x52\x7a\x78\x35\x56\x6b\x63\x69\x65\x51\x69\x69\x70\x34\x72\x6f\ -\x70\x63\x74\x62\x57\x2f\x39\x79\x20\x76\x2b\x5a\x4c\x70\x47\x35\ -\x48\x57\x56\x30\x33\x2f\x30\x38\x62\x68\x34\x39\x33\x4a\x70\x50\ -\x50\x64\x79\x52\x53\x5a\x30\x62\x6a\x71\x57\x4e\x55\x7a\x59\x30\ -\x41\x61\x6d\x52\x49\x64\x73\x68\x69\x4c\x77\x4b\x73\x77\x4b\x64\ -\x45\x75\x45\x4c\x51\x64\x6f\x45\x33\x67\x61\x36\x62\x64\x72\x6b\ -\x59\x71\x36\x76\x4c\x20\x6a\x43\x62\x69\x36\x65\x78\x50\x79\x34\ -\x7a\x50\x47\x65\x61\x6b\x77\x77\x49\x77\x6f\x6d\x58\x57\x73\x69\ -\x53\x77\x72\x61\x2f\x33\x6e\x4f\x6d\x30\x49\x39\x4c\x71\x2f\x39\ -\x44\x79\x55\x4d\x76\x4a\x6f\x6c\x72\x63\x66\x5a\x54\x44\x48\x65\ -\x4d\x70\x4c\x75\x71\x61\x34\x77\x44\x6d\x44\x51\x77\x38\x6a\x66\ -\x4b\x6f\x20\x69\x4c\x35\x6c\x6a\x47\x6c\x73\x5a\x79\x4c\x39\x6e\ 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-\x35\x45\x74\x4e\x33\x55\x44\x37\x54\x48\x59\x76\x32\x54\x20\x30\ -\x73\x4f\x4b\x52\x46\x6f\x43\x4e\x6d\x38\x75\x42\x64\x35\x74\x63\ -\x64\x34\x30\x31\x59\x2f\x6e\x49\x62\x2f\x33\x56\x75\x44\x38\x63\ -\x5a\x79\x71\x69\x71\x77\x56\x37\x46\x58\x78\x64\x4f\x36\x33\x55\ -\x32\x6e\x54\x54\x4b\x50\x71\x48\x56\x61\x6f\x78\x66\x64\x4f\x56\ -\x4b\x2f\x46\x62\x53\x34\x77\x51\x66\x53\x34\x20\x47\x66\x53\x47\ -\x4d\x49\x46\x41\x34\x33\x4b\x6e\x49\x45\x64\x67\x5a\x4b\x55\x71\ -\x68\x78\x74\x59\x71\x58\x41\x59\x30\x39\x63\x64\x65\x5a\x61\x69\ -\x53\x55\x56\x65\x46\x4f\x54\x2f\x51\x46\x2b\x30\x61\x70\x34\x2f\ -\x64\x4e\x47\x69\x35\x38\x65\x72\x6e\x37\x38\x73\x48\x4c\x68\x63\ -\x52\x42\x6f\x36\x4f\x72\x73\x75\x20\x6d\x79\x6f\x4c\x2f\x58\x37\ -\x2f\x6b\x6a\x6f\x4b\x63\x57\x44\x2b\x42\x46\x2f\x36\x43\x79\x4f\ -\x36\x70\x6a\x4f\x56\x57\x7a\x38\x56\x64\x73\x30\x30\x71\x74\x5a\ -\x68\x42\x5a\x75\x62\x32\x78\x42\x37\x72\x63\x41\x70\x34\x7a\x68\ -\x39\x45\x48\x65\x37\x65\x4f\x53\x36\x7a\x43\x2f\x69\x36\x65\x77\ -\x48\x4b\x6d\x2f\x64\x20\x50\x6a\x46\x68\x76\x33\x2b\x46\x61\x72\ -\x34\x4e\x70\x45\x31\x46\x32\x77\x52\x35\x43\x35\x58\x70\x70\x31\ -\x66\x44\x5a\x55\x43\x45\x39\x61\x72\x79\x6a\x4d\x44\x54\x59\x75\ -\x77\x66\x4f\x70\x4f\x35\x46\x79\x6d\x66\x4e\x75\x41\x73\x43\x37\ -\x55\x2b\x5a\x73\x58\x35\x77\x46\x53\x70\x6c\x77\x62\x39\x54\x56\ -\x63\x49\x20\x63\x6d\x57\x5a\x51\x38\x71\x2b\x2f\x30\x36\x74\x77\ -\x6e\x30\x65\x4b\x56\x77\x65\x54\x66\x57\x2b\x58\x48\x6e\x72\x5a\ -\x67\x35\x56\x35\x37\x44\x43\x50\x6c\x38\x59\x6f\x39\x63\x72\x66\ -\x49\x78\x39\x33\x31\x2b\x2f\x77\x4f\x32\x44\x34\x76\x6d\x32\x68\ -\x2f\x78\x35\x4b\x4a\x65\x4f\x4f\x4b\x34\x46\x77\x35\x75\x6e\x20\ -\x57\x6e\x50\x62\x56\x54\x72\x4e\x48\x34\x76\x56\x59\x34\x48\x6a\ -\x4b\x74\x6a\x73\x63\x36\x4a\x73\x42\x2b\x30\x54\x70\x4d\x2b\x69\ -\x66\x53\x42\x39\x6f\x48\x32\x69\x30\x6f\x66\x52\x50\x6c\x58\x70\ -\x4e\x79\x4a\x62\x4c\x55\x4d\x31\x66\x34\x70\x71\x76\x36\x72\x5a\ -\x4a\x61\x35\x32\x2f\x52\x34\x59\x59\x2b\x75\x73\x20\x6c\x75\x72\ -\x36\x69\x76\x70\x61\x67\x46\x48\x31\x57\x4f\x55\x51\x45\x58\x6b\ -\x64\x6f\x71\x2f\x48\x63\x70\x41\x67\x69\x31\x56\x30\x4d\x57\x35\ -\x33\x6d\x71\x62\x69\x76\x77\x58\x54\x63\x74\x65\x37\x32\x51\x45\ -\x38\x70\x2f\x43\x6b\x47\x48\x6d\x79\x62\x73\x66\x41\x62\x7a\x5a\ -\x74\x33\x76\x77\x61\x51\x44\x67\x63\x20\x44\x6c\x74\x72\x74\x79\ -\x51\x53\x69\x62\x31\x71\x64\x6b\x32\x47\x51\x43\x42\x77\x6b\x47\ -\x4d\x48\x45\x34\x7a\x75\x7a\x50\x4f\x6f\x57\x6a\x6c\x66\x6a\x46\ -\x34\x41\x6e\x41\x50\x4d\x32\x38\x64\x55\x65\x64\x41\x37\x42\x76\ -\x46\x63\x6b\x55\x36\x6e\x65\x79\x74\x74\x35\x30\x79\x67\x61\x68\ -\x7a\x57\x71\x6c\x57\x72\x20\x36\x72\x66\x31\x39\x33\x34\x4a\x35\ -\x54\x4c\x47\x72\x38\x45\x65\x50\x33\x6a\x68\x6b\x68\x58\x74\x37\ -\x65\x30\x44\x79\x37\x33\x65\x70\x72\x78\x44\x72\x4d\x78\x72\x37\ 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-\x37\x2b\x32\x66\x36\x6f\x50\x59\x59\x62\x47\x33\x33\x55\x6d\x58\ -\x63\x71\x6e\x4f\x7a\x32\x75\x64\x75\x76\x5a\x71\x74\x6a\x73\x56\ -\x57\x45\x44\x61\x71\x38\x41\x50\x4b\x53\x20\x43\x70\x31\x47\x74\ -\x45\x75\x64\x51\x69\x49\x65\x37\x2b\x32\x6d\x65\x67\x58\x66\x70\ -\x4c\x56\x31\x53\x62\x4d\x55\x7a\x46\x4b\x44\x57\x51\x46\x36\x6d\ -\x4c\x70\x69\x68\x6f\x66\x68\x62\x6a\x78\x55\x30\x70\x6b\x70\x79\ -\x42\x39\x56\x39\x47\x48\x48\x6d\x6f\x63\x58\x2b\x54\x4f\x2f\x71\ -\x34\x43\x69\x68\x79\x66\x6b\x20\x39\x37\x34\x43\x68\x45\x65\x4d\ -\x50\x78\x4e\x50\x5a\x34\x38\x43\x43\x50\x6d\x62\x33\x67\x37\x79\ -\x46\x45\x42\x52\x4f\x2b\x74\x5a\x68\x53\x2b\x79\x37\x77\x2f\x6d\ -\x35\x78\x58\x39\x75\x30\x51\x36\x39\x39\x52\x2b\x32\x6a\x68\x6a\ -\x6d\x4e\x55\x4f\x61\x37\x6e\x58\x32\x31\x52\x77\x2b\x4a\x62\x43\ -\x65\x4f\x72\x69\x20\x42\x71\x67\x72\x68\x4f\x50\x78\x33\x6b\x77\ -\x77\x47\x46\x77\x6f\x2b\x56\x30\x78\x34\x46\x41\x67\x63\x66\x44\ 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-\x20\x6a\x36\x65\x37\x76\x31\x4e\x73\x62\x74\x6d\x42\x75\x30\x32\ -\x2b\x33\x65\x52\x31\x65\x57\x63\x75\x6c\x78\x30\x72\x79\x68\x71\ -\x2b\x79\x44\x6d\x43\x6e\x65\x78\x37\x61\x33\x6d\x69\x33\x42\x31\ -\x50\x5a\x30\x63\x2b\x67\x74\x61\x59\x51\x65\x77\x6c\x69\x70\x38\ -\x4d\x6d\x77\x53\x35\x78\x36\x72\x64\x4a\x43\x4b\x6a\x20\x6d\x74\ -\x6f\x71\x38\x75\x56\x45\x75\x76\x73\x47\x32\x43\x4f\x4b\x55\x71\ -\x76\x6d\x36\x46\x4a\x30\x46\x66\x4a\x37\x66\x77\x73\x63\x43\x31\ -\x67\x6a\x2b\x74\x62\x4f\x56\x47\x37\x39\x55\x6e\x2f\x54\x4b\x52\ -\x5a\x58\x71\x33\x37\x45\x6a\x4e\x2b\x4a\x70\x33\x4e\x2f\x58\x79\ -\x48\x62\x44\x7a\x68\x56\x55\x62\x61\x78\x20\x32\x4a\x66\x37\x46\ -\x34\x46\x58\x52\x68\x2f\x52\x72\x33\x69\x39\x33\x67\x57\x64\x75\ -\x56\x78\x57\x5a\x57\x6a\x62\x65\x49\x48\x31\x79\x42\x71\x41\x52\ -\x43\x4c\x52\x68\x77\x36\x4e\x42\x37\x66\x33\x39\x35\x77\x4c\x45\ -\x45\x2f\x6e\x66\x71\x74\x6f\x4f\x51\x32\x6b\x53\x6a\x73\x72\x51\ -\x47\x64\x38\x2b\x63\x39\x63\x20\x52\x2f\x5a\x52\x64\x7a\x70\x42\ -\x49\x6f\x70\x65\x58\x73\x35\x5a\x41\x66\x32\x6d\x66\x75\x63\x64\ -\x41\x45\x46\x2f\x34\x2f\x47\x6c\x52\x7a\x37\x67\x6c\x79\x56\x6e\ -\x31\x65\x72\x33\x66\x68\x44\x58\x57\x51\x48\x38\x70\x4c\x68\x57\ -\x4a\x68\x5a\x54\x54\x6b\x56\x33\x75\x38\x6c\x7a\x64\x51\x56\x74\ -\x50\x2b\x42\x55\x20\x68\x63\x4d\x71\x62\x69\x31\x2f\x70\x63\x77\ -\x68\x62\x34\x4e\x54\x56\x47\x35\x30\x47\x6d\x35\x6b\x64\x39\x50\ -\x50\x7a\x34\x5a\x39\x72\x76\x79\x77\x31\x6a\x58\x63\x6a\x4c\x76\ -\x7a\x68\x6c\x57\x35\x70\x4b\x51\x34\x4b\x72\x62\x73\x47\x32\x41\ -\x4b\x6b\x45\x44\x51\x36\x35\x32\x4b\x4e\x49\x63\x61\x46\x61\x43\ -\x74\x20\x6a\x54\x71\x6c\x32\x44\x5a\x74\x79\x74\x45\x37\x53\x33\ -\x57\x50\x67\x72\x6d\x69\x4e\x47\x6a\x56\x66\x4c\x58\x34\x74\x54\ -\x48\x43\x4e\x63\x57\x76\x38\x77\x56\x6a\x72\x77\x51\x49\x2b\x37\ -\x31\x6e\x6c\x6e\x74\x6b\x46\x65\x51\x62\x78\x55\x37\x55\x56\x55\ -\x4e\x56\x4f\x43\x79\x41\x6d\x43\x73\x64\x2b\x38\x7a\x49\x20\x63\ -\x55\x46\x57\x2b\x2f\x33\x2b\x4a\x59\x6c\x45\x6f\x6b\x2b\x67\x31\ -\x4e\x43\x7a\x33\x68\x70\x37\x42\x51\x78\x46\x57\x64\x39\x79\x7a\ -\x36\x56\x31\x4b\x4d\x72\x71\x37\x6e\x34\x59\x74\x77\x58\x36\x6c\ -\x43\x4d\x4f\x4a\x30\x33\x48\x64\x57\x70\x4d\x6e\x4e\x35\x4d\x30\ -\x31\x46\x55\x5a\x73\x64\x33\x58\x77\x78\x51\x20\x5a\x32\x38\x42\ -\x4e\x37\x71\x69\x75\x4c\x59\x6c\x38\x49\x74\x53\x64\x42\x56\x73\ -\x62\x76\x70\x6b\x71\x5a\x32\x62\x43\x4e\x39\x50\x4a\x6e\x74\x65\ -\x61\x57\x75\x6a\x44\x73\x70\x47\x55\x62\x32\x65\x6e\x51\x50\x66\ -\x6d\x41\x61\x37\x70\x35\x57\x71\x63\x56\x69\x41\x4b\x6a\x71\x79\ -\x74\x41\x62\x67\x30\x48\x6f\x70\x20\x72\x41\x45\x59\x77\x4c\x6b\ -\x56\x4b\x50\x62\x73\x6b\x33\x4f\x43\x50\x74\x39\x4b\x32\x44\x50\ -\x4b\x55\x75\x58\x53\x53\x43\x54\x53\x67\x4c\x73\x37\x4e\x79\x33\ -\x74\x6c\x45\x53\x6c\x39\x6c\x67\x34\x51\x35\x6e\x47\x33\x38\x30\ -\x50\x53\x32\x6b\x7a\x77\x36\x4f\x72\x67\x70\x71\x72\x77\x4b\x33\ -\x6b\x45\x4a\x46\x53\x20\x70\x50\x57\x6e\x76\x4f\x53\x76\x41\x6e\ -\x69\x31\x75\x2b\x6e\x54\x79\x75\x67\x47\x75\x61\x4a\x63\x55\x79\ -\x6f\x72\x71\x69\x61\x71\x79\x57\x47\x52\x53\x4f\x63\x65\x4b\x57\ -\x59\x43\x37\x34\x45\x71\x6e\x31\x2f\x61\x33\x42\x78\x79\x56\x53\ -\x4f\x6c\x74\x48\x6a\x71\x69\x4e\x69\x76\x77\x70\x35\x52\x46\x6b\ -\x67\x67\x20\x2f\x36\x66\x58\x2f\x68\x61\x67\x4b\x50\x67\x2f\x35\ -\x58\x6c\x50\x4b\x72\x56\x31\x72\x4a\x6d\x4b\x6c\x57\x6c\x78\x57\ -\x46\x5a\x77\x76\x67\x46\x6a\x52\x31\x66\x62\x2b\x6c\x37\x39\x4e\ -\x45\x4e\x4a\x6f\x76\x72\x74\x5a\x50\x4c\x56\x6c\x4e\x2f\x76\x6e\ -\x36\x38\x71\x35\x5a\x5a\x43\x34\x70\x34\x46\x68\x33\x78\x76\x20\ -\x47\x75\x79\x65\x64\x71\x72\x4b\x59\x51\x45\x55\x31\x46\x7a\x4b\ -\x36\x4e\x79\x6c\x42\x6b\x57\x76\x41\x6a\x68\x34\x34\x65\x49\x37\ -\x67\x45\x34\x41\x52\x44\x37\x53\x32\x74\x7a\x38\x4e\x68\x67\x7a\ -\x79\x73\x6f\x58\x68\x66\x39\x64\x68\x47\x68\x78\x4d\x58\x37\x4d\ -\x35\x67\x61\x54\x4a\x46\x52\x61\x55\x36\x73\x78\x20\x6f\x2f\x41\ -\x49\x4f\x68\x58\x72\x56\x39\x30\x49\x4c\x77\x7a\x37\x2f\x73\x46\ -\x59\x4f\x72\x30\x42\x51\x44\x42\x58\x46\x73\x64\x55\x63\x61\x34\ -\x45\x4e\x38\x55\x43\x64\x45\x31\x78\x2f\x4c\x57\x43\x71\x66\x38\ -\x36\x51\x44\x32\x46\x4c\x77\x4c\x4e\x49\x79\x64\x58\x30\x63\x73\ -\x72\x49\x51\x41\x35\x45\x36\x6b\x36\x20\x68\x39\x57\x56\x79\x54\ -\x79\x6a\x4d\x4b\x6f\x56\x6b\x6f\x71\x65\x33\x65\x72\x31\x48\x74\ -\x37\x65\x33\x6a\x36\x67\x6f\x6c\x63\x57\x68\x30\x56\x45\x76\x77\ -\x61\x6a\x6f\x36\x7a\x42\x48\x64\x76\x4f\x42\x53\x67\x4b\x2f\x37\ -\x75\x53\x49\x73\x6f\x68\x31\x74\x53\x66\x47\x6b\x39\x6e\x46\x79\ -\x6e\x36\x67\x32\x48\x54\x20\x37\x33\x66\x52\x73\x48\x58\x73\x43\ -\x66\x73\x37\x52\x34\x33\x4b\x45\x6d\x37\x78\x76\x6f\x31\x53\x46\ -\x2b\x6c\x4b\x6f\x44\x7a\x6d\x34\x49\x54\x69\x36\x57\x77\x7a\x79\ -\x4a\x41\x4d\x6a\x41\x6a\x58\x77\x31\x42\x30\x39\x53\x35\x77\x6f\ -\x36\x74\x34\x4f\x76\x30\x73\x37\x4f\x6d\x59\x46\x50\x31\x47\x4d\ -\x70\x6e\x63\x20\x48\x41\x67\x45\x46\x71\x6e\x62\x4d\x47\x56\x50\ -\x68\x42\x63\x53\x71\x64\x78\x64\x46\x62\x4e\x35\x68\x6c\x46\x31\ -\x44\x67\x76\x41\x47\x72\x73\x47\x52\x68\x57\x6c\x47\x75\x4f\x34\ -\x44\x56\x51\x54\x71\x64\x7a\x64\x77\x49\x73\x41\x67\x72\x34\x33\ -\x37\x50\x4f\x64\x43\x48\x74\x47\x57\x57\x41\x76\x69\x55\x51\x69\ -\x20\x44\x54\x30\x39\x50\x64\x73\x45\x62\x69\x2f\x4f\x30\x57\x67\ -\x4b\x67\x32\x63\x44\x65\x51\x66\x50\x31\x79\x6c\x47\x63\x67\x6f\ -\x50\x4f\x54\x67\x68\x63\x66\x58\x68\x4e\x30\x2f\x47\x5a\x6c\x45\ -\x35\x61\x54\x4b\x76\x71\x7a\x46\x31\x32\x4d\x6d\x76\x58\x36\x6e\ -\x41\x39\x59\x69\x63\x44\x74\x77\x35\x62\x50\x44\x6d\x20\x61\x44\ -\x71\x64\x43\x41\x51\x61\x49\x36\x69\x65\x41\x59\x44\x77\x65\x43\ -\x79\x56\x2f\x56\x2f\x33\x79\x36\x48\x64\x77\x4b\x48\x6f\x4b\x68\ -\x67\x4d\x4c\x6c\x51\x6f\x64\x64\x48\x4a\x48\x54\x54\x67\x4c\x73\ -\x77\x37\x64\x75\x42\x69\x6f\x45\x78\x44\x58\x4c\x6d\x59\x4d\x6c\ -\x6e\x31\x31\x55\x4a\x56\x4f\x69\x79\x33\x20\x5a\x6b\x72\x2b\x70\ -\x63\x79\x68\x30\x34\x71\x66\x59\x67\x56\x30\x4b\x4d\x52\x47\x6a\ -\x56\x34\x4c\x5a\x61\x4f\x73\x54\x77\x4e\x6f\x58\x65\x47\x66\x4b\ -\x55\x5a\x52\x49\x6c\x77\x41\x53\x4b\x64\x62\x4e\x76\x4d\x59\x67\ -\x4d\x42\x70\x41\x4c\x46\x30\x39\x69\x65\x43\x37\x72\x36\x75\x6d\ -\x30\x58\x2f\x61\x52\x48\x75\x20\x41\x48\x6d\x4f\x76\x55\x6c\x39\ -\x53\x45\x56\x7a\x66\x57\x70\x55\x41\x42\x47\x37\x72\x39\x2f\x4a\ -\x64\x6b\x57\x66\x51\x4f\x56\x6d\x52\x55\x73\x4c\x35\x53\x69\x79\ -\x4e\x70\x62\x4f\x58\x6e\x7a\x77\x36\x78\x63\x2f\x41\x6e\x7a\x59\ -\x48\x61\x4d\x72\x6b\x63\x34\x2b\x42\x4f\x42\x59\x63\x78\x46\x44\ -\x66\x33\x74\x79\x20\x49\x77\x78\x46\x56\x79\x63\x58\x7a\x33\x32\ -\x77\x46\x46\x32\x52\x33\x33\x55\x52\x78\x54\x70\x42\x56\x61\x37\ -\x64\x32\x4e\x75\x37\x4e\x52\x42\x59\x33\x41\x4a\x53\x4a\x68\x6c\ -\x55\x66\x68\x4e\x50\x64\x66\x39\x79\x38\x6e\x63\x38\x38\x36\x6c\ -\x4b\x68\x77\x55\x67\x67\x34\x57\x72\x32\x43\x30\x30\x74\x33\x73\ -\x63\x20\x63\x7a\x31\x41\x50\x4a\x50\x37\x4f\x56\x41\x71\x6b\x33\ -\x68\x37\x71\x4d\x56\x33\x47\x6f\x79\x4d\x73\x76\x53\x53\x53\x43\ -\x54\x53\x45\x49\x2f\x33\x5a\x68\x54\x39\x63\x66\x48\x63\x6c\x65\ -\x48\x6d\x70\x6c\x50\x63\x75\x53\x68\x31\x55\x2f\x45\x55\x74\x50\ -\x42\x5a\x41\x46\x58\x6e\x42\x30\x4d\x58\x55\x34\x36\x4e\x20\x70\ -\x37\x4d\x2f\x45\x47\x76\x75\x42\x6e\x36\x4e\x71\x30\x6c\x56\x48\ -\x6d\x56\x5a\x53\x30\x74\x4c\x59\x46\x49\x33\x57\x32\x4d\x71\x63\ -\x46\x41\x35\x66\x75\x7a\x44\x38\x72\x49\x71\x6c\x78\x6b\x38\x6e\ -\x34\x74\x6e\x75\x6c\x63\x62\x5a\x43\x6a\x31\x77\x61\x44\x66\x41\ -\x39\x6a\x57\x31\x2f\x74\x52\x68\x6b\x54\x35\x20\x39\x46\x2b\x42\ -\x66\x43\x69\x30\x70\x42\x6d\x4b\x78\x66\x58\x43\x43\x2f\x46\x55\ -\x39\x33\x2b\x35\x58\x2b\x36\x4f\x72\x67\x54\x6e\x4b\x6f\x42\x51\ -\x61\x45\x6d\x7a\x75\x44\x49\x79\x41\x50\x48\x36\x42\x59\x66\x63\ -\x42\x75\x42\x59\x7a\x35\x57\x55\x6b\x35\x59\x52\x57\x36\x36\x66\ -\x59\x56\x56\x52\x74\x51\x34\x72\x20\x31\x74\x50\x54\x6a\x51\x35\ -\x62\x4d\x4e\x2f\x4e\x32\x34\x76\x5a\x77\x71\x72\x6f\x37\x68\x30\ -\x57\x31\x57\x73\x41\x34\x79\x70\x4b\x53\x69\x6e\x37\x76\x61\x55\ -\x55\x5a\x57\x48\x4e\x44\x5a\x51\x65\x41\x55\x58\x2b\x43\x57\x44\ -\x42\x77\x69\x58\x33\x41\x36\x36\x67\x6d\x33\x44\x75\x71\x6c\x57\ -\x72\x36\x75\x4f\x5a\x20\x7a\x45\x74\x41\x73\x58\x4d\x7a\x70\x34\ -\x62\x38\x33\x71\x77\x56\x2b\x7a\x6a\x6f\x50\x37\x45\x50\x52\x51\ -\x43\x50\x48\x61\x78\x46\x57\x54\x4f\x45\x70\x51\x48\x66\x50\x6c\ -\x52\x66\x64\x59\x55\x49\x33\x31\x51\x4b\x4c\x77\x58\x39\x33\x6f\ -\x54\x43\x35\x34\x6f\x48\x65\x68\x63\x33\x5a\x2f\x2f\x4c\x2f\x56\ -\x4a\x4b\x20\x6b\x6b\x52\x35\x61\x77\x70\x75\x35\x44\x33\x67\x66\ -\x49\x47\x69\x73\x31\x48\x30\x52\x6b\x42\x62\x6d\x35\x76\x66\x51\ -\x62\x6e\x6f\x61\x74\x42\x63\x78\x75\x34\x63\x73\x4b\x73\x33\x62\ -\x64\x71\x30\x4b\x2b\x7a\x33\x2f\x78\x6e\x77\x31\x36\x4f\x73\x67\ -\x51\x66\x69\x71\x64\x7a\x76\x4a\x6e\x75\x2f\x73\x34\x57\x71\x20\ -\x64\x56\x67\x41\x64\x62\x73\x47\x62\x77\x42\x47\x53\x63\x55\x61\ -\x75\x41\x35\x77\x69\x6d\x71\x4f\x6a\x78\x61\x48\x33\x78\x7a\x32\ -\x65\x7a\x38\x47\x6f\x4a\x37\x36\x57\x78\x67\x57\x5a\x59\x58\x44\ -\x34\x58\x6d\x4a\x37\x75\x34\x58\x32\x56\x32\x72\x39\x65\x36\x51\ -\x76\x2f\x45\x74\x37\x65\x33\x74\x41\x34\x4c\x2b\x20\x57\x33\x48\ -\x4d\x74\x37\x57\x2f\x39\x2f\x71\x77\x33\x2f\x74\x54\x63\x4a\x50\ -\x37\x41\x41\x64\x59\x50\x47\x36\x44\x70\x32\x63\x4c\x76\x63\x59\ -\x34\x73\x48\x62\x38\x6d\x79\x44\x69\x64\x69\x63\x71\x72\x53\x63\ -\x35\x76\x52\x6e\x66\x64\x63\x48\x6d\x70\x72\x4e\x42\x53\x78\x48\ -\x61\x4c\x35\x4c\x4a\x56\x31\x4f\x4e\x20\x6a\x59\x30\x48\x49\x35\ -\x51\x45\x49\x68\x4f\x4a\x56\x4f\x34\x65\x41\x43\x4e\x75\x78\x6a\ -\x71\x67\x67\x70\x74\x71\x45\x2f\x4a\x36\x6c\x34\x4a\x38\x70\x6a\ -\x69\x2b\x49\x5a\x37\x4f\x2f\x6a\x75\x41\x61\x76\x35\x71\x52\x72\ -\x63\x42\x4b\x32\x43\x6c\x58\x41\x35\x69\x31\x56\x48\x56\x44\x6d\ -\x76\x54\x35\x73\x32\x76\x20\x49\x58\x70\x64\x6d\x55\x4d\x72\x77\ -\x79\x32\x2b\x63\x77\x44\x45\x4d\x44\x77\x4e\x34\x6d\x72\x41\x4d\ -\x7a\x4c\x4b\x30\x6f\x47\x64\x35\x78\x62\x50\x76\x62\x34\x30\x67\ -\x61\x68\x7a\x41\x65\x41\x6f\x38\x73\x72\x75\x4d\x53\x34\x6f\x61\ -\x73\x6c\x50\x64\x47\x63\x70\x67\x33\x43\x58\x51\x46\x57\x76\x50\ -\x38\x77\x6d\x20\x42\x45\x6b\x69\x50\x49\x36\x72\x71\x54\x59\x52\ -\x46\x6f\x4b\x75\x46\x70\x45\x66\x6c\x51\x5a\x55\x65\x51\x68\x67\ -\x66\x72\x31\x38\x6c\x71\x4a\x6a\x45\x2b\x55\x57\x49\x44\x38\x36\ -\x75\x75\x70\x35\x44\x67\x43\x50\x66\x4a\x57\x69\x76\x49\x32\x4b\ -\x66\x41\x58\x49\x74\x2f\x70\x38\x52\x79\x48\x79\x6b\x5a\x45\x58\ -\x20\x56\x50\x52\x48\x37\x67\x64\x71\x39\x56\x4d\x56\x61\x67\x31\ -\x37\x49\x78\x4b\x4a\x4e\x41\x7a\x75\x32\x4c\x71\x52\x30\x56\x49\ -\x77\x43\x61\x6b\x2f\x36\x4c\x42\x59\x4c\x4c\x59\x7a\x37\x50\x63\ -\x2b\x34\x45\x71\x49\x37\x4e\x59\x69\x4b\x69\x6f\x35\x64\x41\x4b\ -\x76\x41\x31\x4a\x53\x66\x31\x41\x6b\x46\x6f\x76\x74\x20\x48\x43\ -\x61\x34\x4e\x67\x43\x38\x78\x75\x6a\x47\x41\x65\x4e\x68\x42\x38\ -\x70\x6a\x43\x6d\x74\x52\x2b\x56\x57\x69\x75\x37\x74\x39\x66\x2b\ -\x36\x78\x78\x74\x54\x68\x39\x2f\x76\x6e\x65\x38\x67\x66\x42\x33\ -\x4b\x79\x77\x44\x74\x78\x64\x62\x49\x6d\x38\x30\x47\x2f\x48\x6c\ -\x63\x43\x79\x51\x74\x73\x33\x6a\x46\x6f\x20\x51\x7a\x30\x39\x50\ -\x64\x75\x47\x53\x63\x4b\x6f\x69\x48\x31\x72\x4c\x4e\x58\x7a\x78\ -\x36\x49\x6d\x32\x2f\x72\x69\x64\x5a\x36\x4a\x70\x37\x4e\x48\x41\ -\x7a\x71\x47\x66\x4d\x78\x4f\x44\x38\x36\x4b\x6a\x6e\x53\x36\x61\ -\x39\x49\x33\x4f\x59\x75\x6f\x65\x6f\x63\x46\x45\x47\x37\x78\x66\ 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-\x6d\x2f\x6d\x41\x5a\x52\x6f\x37\x72\x77\x68\x41\x4f\x2b\x20\x34\ -\x39\x56\x79\x4f\x75\x68\x48\x6d\x62\x69\x67\x6f\x38\x57\x4e\x6f\ -\x6f\x61\x69\x71\x31\x42\x4c\x30\x37\x47\x6f\x75\x4d\x31\x37\x68\ -\x63\x66\x6a\x71\x65\x78\x4a\x67\x49\x54\x38\x33\x71\x63\x5a\x33\ -\x62\x56\x38\x53\x38\x48\x55\x4c\x55\x73\x6d\x6b\x35\x50\x4b\x2f\ -\x5a\x75\x4e\x7a\x42\x57\x48\x52\x62\x44\x46\x20\x65\x37\x6f\x6f\ -\x2f\x7a\x6e\x71\x67\x48\x4a\x4e\x50\x4a\x4e\x64\x73\x37\x53\x35\ -\x4f\x57\x54\x46\x62\x67\x51\x61\x67\x4a\x79\x49\x58\x4b\x53\x71\ -\x6e\x32\x46\x69\x30\x69\x4b\x71\x79\x74\x4d\x69\x38\x6a\x4d\x74\ -\x36\x48\x38\x6b\x73\x74\x6c\x6f\x68\x63\x79\x76\x4d\x66\x4f\x52\ -\x63\x4d\x42\x37\x74\x42\x62\x6b\x20\x54\x42\x58\x39\x57\x48\x45\ -\x68\x66\x72\x77\x6f\x38\x41\x42\x47\x37\x68\x52\x72\x4c\x31\x62\ -\x6b\x48\x65\x36\x4d\x2b\x76\x5a\x34\x4b\x76\x65\x37\x73\x4e\x2f\ -\x37\x63\x59\x55\x66\x6c\x33\x6e\x56\x5a\x66\x46\x4d\x39\x74\x71\ 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QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/Connections/Moment/ExtendedEndPlate/nutBoltPlacement.py b/Connections/Moment/ExtendedEndPlate/nutBoltPlacement.py deleted file mode 100644 index 80a252c8e..000000000 --- a/Connections/Moment/ExtendedEndPlate/nutBoltPlacement.py +++ /dev/null @@ -1,538 +0,0 @@ -"""created on 19-01-2018 - -@author: Siddhesh C. -""" -from Connections.Component.bolt import Bolt -from Connections.Component.nut import Nut -from OCC.BRepPrimAPI import BRepPrimAPI_MakeSphere -from Connections.Component.ModelUtils import getGpPt -import numpy as np - - -class NutBoltArray(object): - def __init__(self, uiObjWeld, beamDim, boltPlaceObj, nut, bolt, numberOfBolts, nut_space, alist): - """ - :param uiObjWeld: User inputs - :param beamDim: Beam dimensions - :param boltPlaceObj: Output dictionary required for bolt placement - :param nut: Required nut dimensions - :param bolt: Required bolt dimensions - :param numberOfBolts: Required number of bolts - :param nut_space: Gap between bolt head and nut - """ - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.uiObjW = uiObjWeld - self.beamDim = beamDim - self.bolt = bolt - self.nut = nut - self.numOfBolts = numberOfBolts - self.gap = nut_space - self.alist = alist - self.boltProjection = float(boltPlaceObj['Plate']['Projection']) - - self.initBoltPlaceParams(boltPlaceObj, numberOfBolts) - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - - self.models = [] - - def initialiseNutBolts(self): - ''' - Initialise the Nut and Bolt - ''' - b = self.bolt - n = self.nut - for i in range(self.numOfBolts): - bolt_length_required = float(b.T + self.gap) - b.H = bolt_length_required + (bolt_length_required - 5) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self, boltPlaceObj, numberOfBolts): - ''' - :param boltPlaceObj: Output dictionary of Calculation file - :param numberOfBolts: Total number of bolts - :return: Bolt placement coordinates - ''' - self.Lv = boltPlaceObj["Bolt"]["Lv"] - self.endDist = boltPlaceObj["Bolt"]["End"] - self.edgeDist = boltPlaceObj["Bolt"]["Edge"] - self.crossCgauge = float(boltPlaceObj["Plate"]["Width"]) - 2 * float(self.edgeDist) - self.row = numberOfBolts / 2 - self.col = 2 - - if self.alist["Member"]["Connectivity"] == "Extended both ways": - if numberOfBolts == 8: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch"] - - elif numberOfBolts == 12: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - - elif numberOfBolts == 16: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - self.pitch67 = boltPlaceObj["Bolt"]["Pitch67"] - - elif numberOfBolts == 20: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - self.pitch56 = boltPlaceObj["Bolt"]["Pitch56"] - self.pitch67 = boltPlaceObj["Bolt"]["Pitch67"] - self.pitch78 = boltPlaceObj["Bolt"]["Pitch78"] - self.pitch910 = boltPlaceObj["Bolt"]["Pitch910"] - - elif self.alist["Member"]["Connectivity"] == "Extended one way": - if numberOfBolts == 6: - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - - - elif numberOfBolts == 8: - self.pitch23 = boltPlaceObj['Bolt']['Pitch23'] - self.pitch34 = boltPlaceObj['Bolt']['Pitch34'] - - elif numberOfBolts == 10: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - # self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - self.pitch34 = boltPlaceObj["Bolt"]["Pitch34"] - self.pitch45 = boltPlaceObj["Bolt"]["Pitch45"] - - else: #"Flush" - # self.Lv = boltPlaceObj["Bolt"]["Lv"] - if numberOfBolts == 4: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch"] - - elif numberOfBolts == 6: - self.pitch12 = boltPlaceObj["Bolt"]["Pitch12"] - self.pitch23 = boltPlaceObj["Bolt"]["Pitch23"] - - - - def calculatePositions(self, numberOfBolts): - ''' - The bolt placement is carried out in such a way that bolt @1X1 is considered as Bolt origin and w.r.t this bolt origin, - rest of the rows ob bolts are placed. - :return: The position of bolts - ''' - self.positions = [] - - if self.alist["Member"]["Connectivity"] == "Extended both ways": - if numberOfBolts == 8: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 4 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + 2 * self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 12: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 \ - + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 4 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + 2 * self.beamDim["T"] + self.pitch23 + \ - self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 16: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space32 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 - pos = pos + self.boltOrigin + space32 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 7: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space67 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch23 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space67 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 8: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space78 = 4 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + 2 * self.beamDim["T"] + self.pitch23 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space78 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 20: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = self.pitch12 - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 6: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space56 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 - pos = pos + self.boltOrigin + space56 * self.pitchDir # - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 7: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space67 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 - pos = pos + self.boltOrigin + space67 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 8: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space78 = 2 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + self.beamDim["T"] + self.pitch12 + self.pitch34 +\ - self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 - pos = pos + self.boltOrigin + space78 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 9: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space89 = 4 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + 2 * self.beamDim["T"] + self.pitch12 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 - pos = pos + self.boltOrigin + space89 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 10: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space910 = 4 * (self.Lv + float(self.uiObjW["Weld"]["Flange (mm)"])) + 2 * self.beamDim["T"] + self.pitch12 + \ - self.pitch34 + self.pitch45 + self.pitch56 + self.pitch67 + self.pitch78 + self.pitch910 - pos = pos + self.boltOrigin + space910 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif self.alist["Member"]["Connectivity"] == "Extended one way": - if numberOfBolts == 6: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * (self.Lv) + self.beamDim["T"] #space is the distance between 1st row and 2nd row - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv) + self.beamDim["T"] + self.pitch23 #Distance between 1st row and 3rd row #TODO make better variable for space13 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 8: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = 2 * (self.Lv) + self.beamDim["T"] - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv ) + self.beamDim[ - "T"] + self.pitch23 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * (self.Lv) + self.beamDim[ - "T"] + self.pitch23 + self.pitch34 #TODO may be different for Ajmal code (may not need to add pitch45) - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 10: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - if rw == 1: - for col in range(self.col): - pos = self.boltOrigin - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = self.pitch12 - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = 2 * (self.Lv ) + self.beamDim[ - "T"] + self.pitch12 - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 4: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = 2 * (self.Lv ) + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 5: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space45 = 2 * (self.Lv ) + self.beamDim[ - "T"] + self.pitch12 + self.pitch34 + self.pitch45 - pos = pos + self.boltOrigin + space45 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - else: #"Flush" - if numberOfBolts == 4: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin # + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - - # TODO remove this lines - - if rw == 1: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = (self.Lv)+ self.beamDim["T"] + self.boltProjection ##+ 2*float(self.uiObjW["Weld"]["Flange (mm)"]) # TODO check if this formula is right, changed this formula - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.boltProjection - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - elif numberOfBolts == 6: - self.boltOrigin = self.origin + self.edgeDist * self.gaugeDir # self.origin here is vertex of endplate, translate by Edge distance in X - self.boltOrigin = self.boltOrigin # + self.endDist * self.pitchDir # Translate by endDistance in Z direction - for rw in range(1, self.row + 1): - - - # TODO have to modefy this formulas according to appropriate rows - if rw == 1: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space12 = (self.Lv) + self.beamDim["T"] + self.boltProjection #+ 2*float(self.uiObjW['Weld']['Flange (mm)']) - pos = pos + self.boltOrigin + space12 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 2: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space23 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.boltProjection - pos = pos + self.boltOrigin + space23 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - if rw == 3: - for col in range(self.col): - pos = np.array([0.0, 0.0, 0.0]) - space34 = (self.Lv) + self.beamDim["T"] + self.pitch12 + self.pitch23 + self.boltProjection # + self.pitch34 - pos = pos + self.boltOrigin + space34 * self.pitchDir - pos = pos + col * self.crossCgauge * self.gaugeDir - self.positions.append(pos) - - - def place(self, origin, gaugeDir, pitchDir, boltDir): - """ - :param origin: Origin for bolt placement - :param gaugeDir: gauge distance direction - :param pitchDir: pitch distance direction - :param boltDir: bolts screwing direction - :return: - """ - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions(self.numOfBolts) - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) # gap here is between bolt head and nut - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) - self.models.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - return self.models \ No newline at end of file diff --git a/Connections/Moment/ExtendedEndPlate/reportGenerator.py b/Connections/Moment/ExtendedEndPlate/reportGenerator.py deleted file mode 100644 index 8ce68d670..000000000 --- a/Connections/Moment/ExtendedEndPlate/reportGenerator.py +++ /dev/null @@ -1,2204 +0,0 @@ -""" -Created on 4th January, 2018 - -@author: Danish Ansari -""" - -from __builtin__ import str -import time -import math -import os -import pickle -from Connections.connection_calculations import ConnectionCalculations - -###################################################################### -# Start of Report -def save_html(outObj, uiObj, dictbeamdata, filename, reportsummary, folder): - filename = filename - myfile = open(filename, "w") - myfile.write(t('! DOCTYPE html')) - myfile.write(t('html')) - myfile.write(t('head')) - myfile.write(t('link type="text/css" rel="stylesheet" ')) - - myfile.write(t('style')) - myfile.write('table{width= 100%; border-collapse:collapse; border:1px solid black collapse}') - myfile.write('th,td {padding:3px}') -# Provides light green background color(#D5DF93), font-weight bold, font-size 20 and font-family - myfile.write('td.detail{background-color:#D5DF93; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-weight bold, font-size 20 and font-family - myfile.write('td.detail1{font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-size 20 and font-family - myfile.write('td.detail2{font-size:20; font-family:Helvetica, Arial, Sans Serif}') -# Provides dark green background color(#8FAC3A), font-weight bold, font-size 20 and font-family - myfile.write('td.header0{background-color:#8fac3a; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides grey background color(#E6E6E6), font-weight bold, font-size 20 and font-family - myfile.write('td.header1{background-color:#E6E6E6; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides only font-size 20 and width of the images box - myfile.write('td.header2{font-size:20; width:50% margin-top: 50px;}') - myfile.write(t('/style')) - - myfile.write(t('/head')) - myfile.write(t('body')) - -###################################################################### -# Project Summary data - companyname = str(reportsummary["ProfileSummary"]['CompanyName']) - companylogo = str(reportsummary["ProfileSummary"]['CompanyLogo']) - groupteamname = str(reportsummary["ProfileSummary"]['Group/TeamName']) - designer = str(reportsummary["ProfileSummary"]['Designer']) - projecttitle = str(reportsummary['ProjectTitle']) - subtitle = str(reportsummary['Subtitle']) - jobnumber = str(reportsummary['JobNumber']) - client = str(reportsummary['Client']) - addtionalcomments = str(reportsummary['AdditionalComments']) - -###################################################################### -# Extended End Plate Data - - # Section properties - beam_tw = float(dictbeamdata["tw"]) - beam_tf = float(dictbeamdata["T"]) - beam_d = float(dictbeamdata["D"]) - beam_B = float(dictbeamdata["B"]) - beam_R1 = float(dictbeamdata["R1"]) - - # Data from Input dock - connectivity = str(uiObj['Member']['Connectivity']) - beam_sec = uiObj['Member']['BeamSection'] - beam_fu = str(float(uiObj['Member']['fu (MPa)'])) - beam_fy = str(float(uiObj['Member']['fy (MPa)'])) - weld_fu_govern = str(outObj['Weld']['WeldFuGovern']) - - factored_moment = str(float(uiObj['Load']['Moment (kNm)'])) - factored_shear_load = str(float(uiObj['Load']['ShearForce (kN)'])) - - factored_axial_load = str(float(uiObj['Load']['AxialForce (kN)'])) - - bolt_dia = str(int(uiObj['Bolt']['Diameter (mm)'])) - bolt_type = uiObj["Bolt"]["Type"] - bolt_grade = str(float(uiObj['Bolt']['Grade'])) - bolt_fu = str((int(float(bolt_grade)) * 100)) - # bolt_fy = str((float(bolt_grade) - int(float(bolt_grade)))) * bolt_fu - # bolt_fy = (float(bolt_grade) - float(int(float(bolt_grade)))) * bolt_fu - bolt_fy = str(float(outObj['Bolt']['BoltFy'])) - net_area_thread = {12: str(84.3), 16: str(157), 20: str(245), 22: str(303), 24: str(353), 27: str(459), 30: str(561), 36: str(817)}[int(bolt_dia)] - net_area_shank = {12: str(113), 16: str(201), 20: str(314), 22: str(380), 24: str(452), 27: str(572), 30: str(706), 36: str(1017)}[int(bolt_dia)] - - end_plate_thickness = str(float(uiObj['Plate']['Thickness (mm)'])) - end_plate_fu = str(float(uiObj['Member']['fu (MPa)'])) - end_plate_fy = str(float(uiObj['Member']['fy (MPa)'])) - - weld_thickness_flange = str(float(uiObj['Weld']['Flange (mm)'])) - weld_thickness_web = str(float(uiObj['Weld']['Web (mm)'])) - - # Design Preferences - - bolt_hole_clrnce = str(float(uiObj["bolt"]["bolt_hole_clrnce"])) - bolt_hole_type = str(uiObj["bolt"]["bolt_hole_type"]) - bolt_grade_fu = str(float(uiObj["bolt"]["bolt_fu"])) - slip_factor = str(float(uiObj["bolt"]["slip_factor"])) - bolt_Type = str(uiObj['bolt']['bolt_type']) # for pre-tensioned/ non- pretensioned bolts - - typeof_weld = str(uiObj["weld"]["typeof_weld"]) - safety_factor = str(float(uiObj["weld"]["safety_factor"])) - fu_overwrite = str(float(uiObj["weld"]["fu_overwrite"])) - - typeof_edge = str(uiObj["detailing"]["typeof_edge"]) - min_edgend_dist = str(float(uiObj["detailing"]["min_edgend_dist"])) # factor: 1.7 or 1.5 depending on type of edge, IS 800- Cl 10.2.4.2 - # gap = float(uiObj["detailing"]["gap"]) - corrosive = str(uiObj["detailing"]["is_env_corrosive"]) - design_method = str(uiObj["design"]["design_method"]) - - - # Bolt - # print "out", outObj - number_of_bolts = str(int(outObj['Bolt']['NumberOfBolts'])) - - if float(number_of_bolts) <= 20: - number_of_rows = str(int(round(outObj['Bolt']['NumberOfRows']))) - bolts_per_column = str(outObj['Bolt']['BoltsPerColumn']) - cross_centre_gauge = str(outObj['Bolt']['CrossCentreGauge']) - else: - number_of_rows = str(0) - bolts_per_column = str(0) - cross_centre_gauge = str(outObj['Bolt']['CrossCentreGauge']) - - end_distance = str(int(float(outObj['Bolt']['End']))) - edge_distance = str(int(float(outObj['Bolt']['Edge']))) - gauge_distance = str(int(float(outObj['Bolt']['Gauge']))) - tension_capacity = str(float(outObj['Bolt']['TensionCapacity'])) - bearingcapacity = str(outObj['Bolt']['BearingCapacity']) - shearcapacity = str(outObj['Bolt']['ShearCapacity']) - boltcapacity = str(outObj['Bolt']['BoltCapacity']) - kb = str(outObj['Bolt']['kb']) - plate_thk = str(outObj['Bolt']['SumPlateThick']) # Sum of plate thickness experiencing bearing in same direction - - if float(number_of_bolts) <= 20: - if bolt_type == "Friction Grip Bolt": - Vsf = str(float(outObj['Bolt']['Vsf'])) - Vdf = str(float(outObj['Bolt']['Vdf'])) - Tf = str(float(outObj['Bolt']['Tf'])) - Tdf = str(float(outObj['Bolt']['Tdf'])) - else: - Vsb = str(float(outObj['Bolt']['Vsb'])) - Vdb = str(float(outObj['Bolt']['Vdb'])) - Tb = str(float(outObj['Bolt']['Tb'])) - Tdb = str(float(outObj['Bolt']['Tdb'])) - - combinedcapacity = str(float(outObj['Bolt']['CombinedCapacity'])) - else: - if bolt_type == "Friction Grip Bolt": - Vsf = str(float(outObj['Bolt']['Vsf'])) - Vdf = str(float(outObj['Bolt']['Vdf'])) - Tf = str(float(outObj['Bolt']['Tf'])) - Tdf = str(float(outObj['Bolt']['Tdf'])) - else: - Vsb = str(float(outObj['Bolt']['Vsb'])) - Vdb = str(float(outObj['Bolt']['Vdb'])) - Tb = str(float(outObj['Bolt']['Tb'])) - Tdb = str(float(outObj['Bolt']['Tdb'])) - - combinedcapacity = str(0) - - pitch_mini = str(int(float(outObj['Bolt']['PitchMini']))) - pitch_max = str(outObj['Bolt']['PitchMax']) - gauge_mini = str(float(pitch_mini)) - gauge_max = str(float(pitch_max)) - end_mini = str(outObj['Bolt']['EndMini']) - end_max = str(outObj['Bolt']['EndMax']) - edge_mini = str(end_mini) - edge_max = str(end_max) - dia_hole = str(int(outObj['Bolt']['DiaHole'])) - - # Plate - if float(number_of_bolts) <= 20: - tp_required = str(float(outObj['Plate']['ThickRequired'])) - M_p = str(float(outObj['Plate']['Mp'])) - plate_height = str(float(outObj['Plate']['Height'])) - plate_width = str(float(outObj['Plate']['Width'])) - plate_moment_demand = str(float(outObj['Plate']['MomentDemand'])) - plate_moment_capacity = str(float(outObj['Plate']['MomentCapacity'])) - else: - tp_required = str(float(outObj['Plate']['ThickRequired'])) - M_p = str(float(outObj['Plate']['Mp'])) - plate_height = str(float(outObj['Plate']['Height'])) - plate_width = str(float(outObj['Plate']['Width'])) - plate_moment_demand = str(float(outObj['Plate']['MomentDemand'])) - plate_moment_capacity = str(float(outObj['Plate']['MomentCapacity'])) - - be = float(beam_B / 2) - b_e = str(be) - - # Weld - if float(number_of_bolts) <= 20: - critical_stress_flange = str(float(outObj['Weld']['CriticalStressflange'])) - critical_stress_web = str(float(outObj['Weld']['CriticalStressWeb'])) - weld_strength = str(float(outObj['Weld']['WeldStrength'])) - force_flange = str(float(outObj['Weld']['ForceFlange'])) - effective_length_flange = float(outObj['Weld']['LeffectiveFlange']) - effective_length_web = float(outObj['Weld']['LeffectiveWeb']) - fa_web = float(outObj['Weld']['FaWeb']) - q_web = float(outObj['Weld']['Qweb']) - resultant = float(outObj['Weld']['Resultant']) - capacity_flange = float(outObj['Weld']['UnitCapacity']) - - else: - critical_stress_flange = str(float(outObj['Weld']['CriticalStressflange'])) - critical_stress_web = str(float(outObj['Weld']['CriticalStressWeb'])) - weld_strength = str(float(outObj['Weld']['WeldStrength'])) - force_flange = str(float(outObj['Weld']['ForceFlange'])) - effective_length_flange = float(outObj['Weld']['LeffectiveFlange']) - effective_length_web = float(outObj['Weld']['LeffectiveWeb']) - fa_web = float(outObj['Weld']['FaWeb']) - q_web = float(outObj['Weld']['Qweb']) - resultant = float(outObj['Weld']['Resultant']) - capacity_flange = float(outObj['Weld']['UnitCapacity']) - - - # stiffener - stiffener_length = str(float(outObj['Stiffener']['Length'])) - stiffener_thickness = str(float(outObj['Stiffener']['Thickness'])) - stiffener_notch = str(float(outObj['Stiffener']['NotchSize'])) - stiffener_weld = str(float(outObj['Stiffener']['WeldSize'])) - stiffener_moment = str(float(outObj['Stiffener']['Moment'])) - stiffener_moment_capacity = str(float(outObj['Stiffener']['MomentCapacity'])) - if uiObj["Member"]["Connectivity"] == "Flush": - stiffener_width = str(float(outObj['Stiffener']['Width'])) - else: - stiffener_height = str(float(outObj['Stiffener']['Height'])) - - - if uiObj["Member"]["Connectivity"] == "Flush": - if float(number_of_bolts) == float(4): - pitch_distance = str(float(outObj["Bolt"]["Pitch"])) - elif float(number_of_bolts) == float(6): - pitch_distance_1_2 = str(float(outObj["Bolt"]["Pitch12"])) - pitch_distance_2_3 = str(float(outObj["Bolt"]["Pitch23"])) - - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if float(number_of_bolts) == float(6): - pitch_distance = str(float(outObj["Bolt"]["Pitch23"])) - elif float(number_of_bolts) == float(8): - pitch_distance_2_3 = str(float(outObj["Bolt"]["Pitch23"])) - pitch_distance_3_4 = str(float(outObj["Bolt"]["Pitch34"])) - elif float(number_of_bolts) == float(10): - pitch_distance_1_2 = str(float(outObj["Bolt"]["Pitch12"])) - pitch_distance_3_4 = str(float(outObj["Bolt"]["Pitch34"])) - pitch_distance_4_5 = str(float(outObj["Bolt"]["Pitch45"])) - - else: - if float(number_of_bolts) == float(8): - pitch_distance = str(float(outObj["Bolt"]["Pitch"])) - elif float(number_of_bolts) == float(12): - pitch_distance_2_3 = str(float(outObj["Bolt"]["Pitch23"])) - pitch_distance_3_4 = str(float(outObj["Bolt"]["Pitch34"])) - pitch_distance_4_5 = str(float(outObj["Bolt"]["Pitch45"])) - elif float(number_of_bolts) == float(16): - pitch_distance_2_3 = str(float(outObj["Bolt"]["Pitch23"])) - pitch_distance_3_4 = str(float(outObj["Bolt"]["Pitch34"])) - pitch_distance_4_5 = str(float(outObj["Bolt"]["Pitch45"])) - pitch_distance_5_6 = str(float(outObj["Bolt"]["Pitch56"])) - pitch_distance_6_7 = str(float(outObj["Bolt"]["Pitch67"])) - elif float(number_of_bolts) == float(20): - pitch_distance_1_2 = str(float(outObj["Bolt"]["Pitch12"])) - pitch_distance_3_4 = str(float(outObj["Bolt"]["Pitch34"])) - pitch_distance_4_5 = str(float(outObj["Bolt"]["Pitch45"])) - pitch_distance_5_6 = str(float(outObj["Bolt"]["Pitch56"])) - pitch_distance_6_7 = str(float(outObj["Bolt"]["Pitch67"])) - pitch_distance_7_8 = str(float(outObj["Bolt"]["Pitch78"])) - pitch_distance_9_10 = str(float(outObj["Bolt"]["Pitch910"])) - - tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - prying_force = str(float(outObj['Bolt']['PryingForce'])) - - # # Calling pitch distance values from Output dict of calc file - # if float(number_of_bolts) == float(8): - # pitch_distance = str(float(outObj['Bolt']['Pitch'])) - # tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - # prying_force = str(float(outObj['Bolt']['PryingForce'])) - # elif float(number_of_bolts) == float(12): - # pitch_distance_2_3 = str(float(outObj['Bolt']['Pitch23'])) - # pitch_distance_3_4 = str(float(outObj['Bolt']['Pitch34'])) - # pitch_distance_4_5 = str(float(outObj['Bolt']['Pitch45'])) - # tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - # prying_force = str(float(outObj['Bolt']['PryingForce'])) - # elif float(number_of_bolts) == float(16): - # pitch_distance_2_3 = str(float(outObj['Bolt']['Pitch23'])) - # pitch_distance_3_4 = str(float(outObj['Bolt']['Pitch34'])) - # pitch_distance_4_5 = str(float(outObj['Bolt']['Pitch45'])) - # pitch_distance_5_6 = str(float(outObj['Bolt']['Pitch56'])) - # pitch_distance_6_7 = str(float(outObj['Bolt']['Pitch67'])) - # tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - # prying_force = str(float(outObj['Bolt']['PryingForce'])) - # elif float(number_of_bolts) == float(20): - # pitch_distance_1_2 = str(float(outObj['Bolt']['Pitch12'])) - # pitch_distance_3_4 = str(float(outObj['Bolt']['Pitch34'])) - # pitch_distance_4_5 = str(float(outObj['Bolt']['Pitch45'])) - # pitch_distance_5_6 = str(float(outObj['Bolt']['Pitch56'])) - # pitch_distance_6_7 = str(float(outObj['Bolt']['Pitch67'])) - # pitch_distance_7_8 = str(float(outObj['Bolt']['Pitch78'])) - # pitch_distance_9_10 = str(float(outObj['Bolt']['Pitch910'])) - # tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - # prying_force = str(float(outObj['Bolt']['PryingForce'])) - # else: - # pitch_distance = str(float(outObj['Bolt']['Pitch'])) - # tension_critical = str(float(outObj['Bolt']['TensionCritical'])) - # prying_force = str(float(outObj['Bolt']['PryingForce'])) - - # Calls from connection calculations file - k_h = str(float(ConnectionCalculations.calculate_k_h(bolt_hole_type))) - F_0 = str(float(ConnectionCalculations.proof_load_F_0(bolt_dia, bolt_fu))) - - # End Plate - - plateDimension = str(plate_height) + " X " + str(plate_width) + " X " + str(end_plate_thickness) - - status = str(outObj['Bolt']['status']) - - ###################################################################### - # Header of the pdf fetched from dialogbox - - rstr = t('table border-collapse= "collapse" border="1px solid black" width=100%') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Page 1 & 2 of report - # Design Conclusion - - rstr += t('table border-collapse= "collapse" border="1px solid black" width= 100% ') - - row = [0, 'Design Conclusion', "IS800:2007/Limit state design"] - rstr += t('tr') - rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - if status == 'True': - if uiObj["Member"]["Connectivity"] == "Extended both ways": - row = [1, "Beam to Beam Extended End Plate Splice Connection", "

Pass

"] - elif uiObj["Member"]["Connectivity"] == "Extended one way": - row = [1, "Beam to Beam Extended One Way End Plate Splice Connection", "

Pass

"] - else: - row = [1, "Beam to Beam Extended Flush End Plate Splice Connection", "

Pass

"] - else: - if uiObj["Member"]["Connectivity"] == "Extended both ways": - row = [1, "Beam to Beam Extended End Plate Splice Connection", "

Fail

"] - elif uiObj["Member"]["Connectivity"] == "Extended one way": - row = [1, "Beam to Beam Extended One Way End Plate Splice Connection","

Fail

"] - else: - row = [1, "Beam to Beam Extended Flush End Plate Splice Connection","

Fail

"] - - - - # if status == 'True': - # if uiObj["Member"]["Connectivity"] == "Flush": - # row = [1, "Beam to Beam Extended Flush End Plate Splice", "

Pass

"] - # elif uiObj["Member"]["Connectivity"] == "Extended one way": - # row = [1, "Beam to Beam Extended One Way End Plate Splice", "

Pass

"] - # elif uiObj["Member"]["Connectivity"] == "Extended two way": - # row = [1, "Beam to Beam Extended End Plate Splice", "

Pass

"] - # else: - # if uiObj["Member"]["Connectivity"] == "Flush": - # row = [1, "Beam to Beam Extended Flush End Plate Splice", "

Fail

"] - # elif uiObj["Member"]["Connectivity"] == "Extended one way": - # row = [1, "Beam to Beam Extended One Way End Plate Splice", "

Fail

"] - # elif uiObj["Member"]["Connectivity"] == "Extended two way": - # row = [1, "Beam to Beam Extended End Plate Splice", "

Fail

"] - - rstr += t('tr') - rstr += t('td class="detail1" align="justify"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail1" align="justify"') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Connection Properties", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Connection ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # TODO: should we add Single Extended End Plate - # row = [1, "Connection Title", " Single Fin Plate"] - if uiObj["Member"]["Connectivity"] == "Flush": - row = [1, "Connection Title", "Beam to Beam Extended Flush End Plate Splice"] - elif uiObj["Member"]["Connectivity"] == "Extended one way": - row = [1, "Connection Title", "Beam to Beam Extended One Way End Plate Splice"] - else: - row = [1, "Connection Title", "Beam to Beam Extended End Plate Splice"] - - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Connection Type", "Moment Connection"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Connection Category ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Connectivity", "Beam - Beam"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Beam to End Plate Connection", "Welded"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "End Plate to End Plate Connection", "Bolted"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - if uiObj["Member"]["Connectivity"] == "Flush": - row = [1, "End plate type", "Flush end plate"] - elif uiObj["Member"]["Connectivity"] == "Extended one way": - row = [1, "End plate type", "Extended one way"] - else: - row = [1, "End plate type", "Extended both way"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Loading (Factored Load) ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Bending Moment (kNm)", factored_moment] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Shear Force (kN)", factored_shear_load] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Axial Force (kN)", factored_axial_load] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, "Components ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Beam Section", beam_sec] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Grade of Steel", "Fe " + beam_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: Check with sir weather to add below lines (Danish) - # row = [2, "Hole", bolt_hole_type] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - row = [1, "Plate Section", plateDimension] - rstr += t('tr') - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Thickness (mm)", end_plate_thickness] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Width (mm)", plate_width] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Height (mm)", plate_height] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Clearance Holes for Fasteners", bolt_hole_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Grade of Steel", "Fe " + end_plate_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Weld ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - - row = [2, "Type", uiObj["Weld"]["Type"]] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Size of Weld at Flange (mm)", uiObj['Weld']['Flange (mm)']] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Size of Weld at Web (mm)", uiObj['Weld']['Web (mm)']] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Bolts ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [2, "Type", bolt_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Property Class", bolt_grade] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Diameter (d) (mm)", bolt_dia] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Hole Diameter (do) (mm)", dia_hole] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Number of Bolts (n)", number_of_bolts] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # row = [2, "Columns (Vertical Lines)", "2"] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - # - # row = [2, "Bolts Per Column", number_of_rows] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - row = [2, "End Distance (e) (mm)", end_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Edge Distance (e') (mm)", edge_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Gauge Distance (g) (mm)", gauge_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Cross-centre gauge (g') (mm)", cross_centre_gauge] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - - row = [2, "Pitch Distance (p) (mm)", ""] - rstr += t('tr') - rstr += t('td colspan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - - if uiObj["Member"]["Connectivity"] == "Flush": - if float(number_of_bolts) == float(4): - row = [3, "Pitch", pitch_distance] - elif float(number_of_bolts) == float(4): - row = [2, "Pitch-1,2", pitch_distance_1_2] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-2,3", pitch_distance_2_3] - elif uiObj["Member"]["Connectivity"] == "Extended one way": - if float(number_of_bolts) == float(6): - row = [3, "Pitch-2,3", pitch_distance] - elif float(number_of_bolts) == float(8): - row = [3, "Pitch-2,3", pitch_distance_2_3] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-3,4", pitch_distance_3_4] - elif float(number_of_bolts) == float(10): - row = [3, "Pitch-1,2", pitch_distance_1_2] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-3,4", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-4,5", pitch_distance_4_5] - else: - if float(number_of_bolts) == float(8): - row = [3, "Pitch", pitch_distance] - elif float(number_of_bolts) == float(12): - row = [3, "Pitch-2,3", pitch_distance_2_3] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-3,4", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-4,5", pitch_distance_4_5] - elif float(number_of_bolts) == float(16): - row = [3, "Pitch-2,3", pitch_distance_2_3] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-3,4", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-4,5", pitch_distance_4_5] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-5,6", pitch_distance_5_6] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-6,7", pitch_distance_6_7] - elif float(number_of_bolts) == float(16): - row = [3, "Pitch 12", pitch_distance_1_2] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-3,4", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-4,5", pitch_distance_4_5] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-5,6", pitch_distance_5_6] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-6,7", pitch_distance_6_7] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-7,8", pitch_distance_7_8] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [3, "Pitch-9,10", pitch_distance_9_10] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - # row = [2, "Pitch Distance (mm)", ] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - # row = [1, "Pitch Distance (mm)", ] - # rstr += t('tr') - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - # TODO: Create a table for pitch distance values - if number_of_bolts == 8: - row = [2, "Pitch (mm)", pitch_distance] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 12: - row = [2, "Pitch_2_3 (mm)", pitch_distance_2_3] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch_distance_4_5] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 16: - row = [2, "Pitch_2_3 (mm)", pitch_distance_2_3] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch_distance_4_5] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_5_6 (mm)", pitch_distance_5_6] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_6_7 (mm)", pitch_distance_6_7] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 20: - row = [2, "Pitch_1_2 (mm)", pitch_distance_1_2] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_3_4 (mm)", pitch_distance_3_4] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_4_5 (mm)", pitch_distance_4_5] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_5_6 (mm)", pitch_distance_5_6] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_6_7 (mm)", pitch_distance_6_7] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_7_8 (mm)", pitch_distance_7_8] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - - row = [2, "Pitch_9_10 (mm)", pitch_distance_9_10] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2 "') + row[2] + t('/td') - rstr += t('/tr') - else: - pass - - # row = [0, "Assembly ", " "] - # rstr += t('tr') - # rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('/tr') - # - # row = [1, "Beam-Beam Clearance (mm)", str(float(2*float(end_plate_thickness)))] - # rstr += t('tr') - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2 "') + row[2] + t('/td') - # rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # page break - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') - rstr += t('/h1') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Header of the pdf fetched from dialogbox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Start of page 3 - # Design Preferences - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Design Preferences", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Bolt &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Bolt ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Hole Type", bolt_hole_type] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Hole Clearance (mm)", bolt_hole_clrnce] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Ultimate Strength (fu) (MPa) (overwrite)", bolt_grade_fu] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - if bolt_type == "Friction Grip Bolt": - row = [1, "Slip factor", slip_factor] - else: - row = [1, "Slip factor", "N/A"] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - if bolt_Type == "Pretensioned": - row = [1, "Beta (β) (pre-tensioned bolt)", str(1)] - else: - row = [1, "Beta (β)(non pre-tensioned)", str(2)] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Weld &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Weld ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Type of Weld", typeof_weld] - rstr += t('tr') - rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # row = [1, "Material Grade (MPa) (overwrite)", fu_overwrite] - # rstr += t('tr') - # rstr += t('td class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + row[2] + t('/td') - # rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Detailing &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Detailing ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - if uiObj["detailing"]["typeof_edge"] == "a - Sheared or hand flame cut": - row = [1, "Type of Edges", "Sheared or hand flame cut"] - else: - row = [1, "Type of Edges", "Rolled, machine-flame cut, sawn and planed"] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [1, "Minimum Edge and End Distance", min_edgend_dist + " times the hole diameter"] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # TODO: Should there be a gap b/w beams? - # row = [1, "Gap between Beam and Column (mm)", gap] - # rstr += t('tr') - # rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + row[2] + t('/td') - # rstr += t('/tr') - - row = [1, "Are members exposed to corrosive influences?", corrosive] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Design &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - row = [0, "Design ", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, "Design Method", design_method] - rstr += t('tr') - rstr += t('td clospan="2" class="detail2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& Bolt &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Start of page 4 & 5 (Design Checks) - - # Header of the pdf fetched from dialogue - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - rstr += t('hr') - rstr += t('/hr') - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Design Check", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Check", "Required", "Provided", "Remark"] - rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -## Bolt Checks - row = [0, "Bolt Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - # # Check for tension in critical bolt - # if float(number_of_bolts) <= float(20): - # row = [0, "Tension in critical bolt (kN)", " Tension in bolt due to external factored moment + external axial load + Prying force = " + tension_critical + "+" + prying_force + " = " + str(float(tension_critical) + float(prying_force)) + "
[cl. 10.4.7] ", " ", ""] - # else: - # row = [0, "Tension in critical bolt (kN)", - # " Tension in bolt due to external factored moment + Prying force = Cannot compute" "
[cl. 10.4.7] ", " ", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - # Check for Tension capacity of bolt - # TODO: Check for bearing bolt type (Danish) - rstr += t('tr') - - if float(number_of_bolts) <= float(20): - tension_critical_bolt = str(float(tension_critical) + float(prying_force)) - - if float(tension_critical_bolt) > float(tension_capacity): - row = [0, "Tension capacity of critical bolt (kN)", " Tension in bolt due to external factored moment & external factored axial load + Prying force = " + tension_critical + "+" + prying_force + " = " + str(float(tension_critical) + float(prying_force)) + "
[cl. 10.4.7] ", " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / (1.25*1000) = " - + tension_capacity + "
[cl. 10.4.5]", "

Fail

"] - else: - - row = [0, "Tension capacity of critical bolt (kN)", " Tension in bolt due to external factored moment & external factored axial load + Prying force = " + tension_critical + "+" + prying_force + " = " + str(float(tension_critical) + float(prying_force)) + "
[cl. 10.4.7] ", " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / " "(1.25*1000) = " - + tension_capacity + "
[cl. 10.4.5]", "

Pass

"] - else: - row = [0, "Tension capacity of critical bolt (kN)", "Cannot compute", - " Tension capacity = " "(0.9" "*" + bolt_fu + "*" + net_area_thread + ") / (1.25*1000) = " - + tension_capacity + "
[cl. 10.4.5]", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -# Check for shear capacity - rstr += t('tr') - - required_shear_force = str(float(factored_shear_load) / float(number_of_bolts)) - const = str(round(math.pi / 4 * 0.78, 4)) - n_e = str(1) - n_n = str(1) - - if float(required_shear_force) > float(shearcapacity): - if bearingcapacity == "N/A" : - row = [0, "Bolt slip resistance (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsf = (" + slip_factor + "*" + n_e + "*" + k_h + "*" + F_0 + - ") / 1.25 = " + shearcapacity + "
[cl. 10.4.3]", "

Fail

"] - else: - row = [0, "Bolt shear capacity (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsb = (" + bolt_fu + "*" + n_n + "*" + const + "*" + bolt_dia + "*" + bolt_dia + - ")/(√3*1.25*1000) = " + shearcapacity + "
[cl. 10.3.3]", "

Fail

"] - else: - if bearingcapacity == "N/A": - row = [0, "Bolt slip resistance (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsf = (" + slip_factor + "*" + n_e + "*" + k_h + "*" + F_0 + - ") / 1.25 = " + shearcapacity + "
[cl. 10.4.3]", "

Pass

"] - else: - row = [0, "Bolt shear capacity (kN)", "Factored shear force / Number of bolts = " + factored_shear_load + " / " + number_of_bolts + " = " - + str(round(float(required_shear_force), 3)), "Vdsb = (" + bolt_fu + "*" + n_n + "*" + const + "*" + bolt_dia + "*" + bolt_dia + - ")/(√3*1.25*1000) = " + shearcapacity + "
[cl. 10.3.3]", "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for bearing capacity - rstr += t('tr') - if bearingcapacity == "N/A" : - row = [0, "Bolt bearing capacity (kN)", "N/A", "N/A", ""] - else: - row = [0, "Bolt bearing capacity (kN)", "", " Vdpb = (2.5*" + kb + "*" + bolt_dia + "*" + plate_thk + "*" + beam_fu + ")" - - " / (1.25*1000) = " + bearingcapacity + "
[cl. 10.3.4]", ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for bolt capacity - rstr += t('tr') - if bearingcapacity == "N/A": - row = [0, "Bolt value (kN)", " ","Bolt Shear Capacity ="+ boltcapacity, ""] - else: - row = [0, "Bolt capacity (kN)", " min (" + shearcapacity + ", " + bearingcapacity + ") ", boltcapacity, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Check for Combined capacity - rstr += t('tr') - if float(number_of_bolts) <= float(20): - if bolt_type == "Friction Grip Bolt": - if float(combinedcapacity) > float(1): - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsf/Vdf)^2 + (Tf/Tdf)^2 = (" + Vsf + "/" + Vdf + ")^2 + (" - + Tf + "/" + Tdf + ")^2 = " + combinedcapacity + "
[cl. 10.4.6]", "

Fail

"] - else: - - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", - "(Vsf/Vdf)^2 + (Tf/Tdf)^2 = (" + Vsf + "/" + Vdf + ")^2 + (" - + Tf + "/" + Tdf + ")^2 = " + combinedcapacity + "
[cl. 10.4.6]", "

Pass

"] - else: - if float(combinedcapacity) > float(1): - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = (" + Vsb + "/" + Vdb + ")^2 + (" - + Tb + "/" + Tdb + ")^2 = " + combinedcapacity + "
[cl. 10.3.6]", "

Fail

"] - # print(type(row)) - - else: - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = (" + Vsb + "/" + Vdb + ")^2 + (" - + Tb + "/" + Tdb + ")^2 = " + combinedcapacity + "
[cl. 10.3.6]", "

Pass

"] - else: - row = [0, "Combined shear and tension capacity of bolt", "≤ 1.0", - "(Vsb/Vdb)^2 + (Tb/Tdb)^2 = Cannot compute" "
[cl. 10.3.6]", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Number of bolts required - rstr += t('tr') - row = [0, "No. of bolts", " ", str(float(number_of_bolts)), ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Number of Column(s) - rstr += t('tr') - - row = [0, "No. of column(s)", " ", "2", ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Number of bolts per column - rstr += t('tr') - if float(number_of_bolts) <= float(20): - row = [0, "No. of row(s)", " ", bolts_per_column, ""] - else: - row = [0, "No. of row(s)", " ", " Cannot compute", ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - # TODO: Add pitch checks (Danish) - # Bolt pitch - if number_of_bolts == 8: - if float(pitch_distance) < float(pitch_mini) or float(pitch_distance) > float(pitch_max): - row = [0, "Bolt pitch (mm)"," ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]",pitch_distance, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 12: - if float(pitch_distance_2_3) == float(pitch_distance_4_5) < float(pitch_mini) or float(pitch_distance_3_4) < float(pitch_mini): - if float(pitch_distance_2_3) == float(pitch_distance_4_5) > float(pitch_mini) or float(pitch_distance_3_4) > float(pitch_max): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_2_3 and pitch_distance_3_4, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_2_3 and pitch_distance_3_4, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 16: - if float(pitch_distance_2_3) == float(pitch_distance_3_4) == float(pitch_distance_5_6) == float(pitch_distance_6_7) < float(pitch_mini) or float(pitch_distance_4_5) < float(pitch_mini): - if float(pitch_distance_2_3) == float(pitch_distance_3_4) == float(pitch_distance_5_6) == float(pitch_distance_6_7) > float(pitch_mini) or float(pitch_distance_4_5) > float(pitch_mini): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_2_3 and pitch_distance_4_5, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_2_3 and pitch_distance_4_5, - "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - elif number_of_bolts == 20: - if float(pitch_distance_1_2) == float(pitch_distance_3_4) == float(pitch_distance_4_5) == float(pitch_distance_6_7) == float(pitch_distance_7_8) == float(pitch_distance_9_10) < float(pitch_mini) or float(pitch_distance_5_6) < float(pitch_mini): - if float(pitch_distance_1_2) == float(pitch_distance_3_4) == float(pitch_distance_4_5) == float(pitch_distance_6_7) == float(pitch_distance_7_8) == float(pitch_distance_9_10) > float(pitch_mini) or float(pitch_distance_5_6) > float(pitch_mini): - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_1_2 and pitch_distance_5_6, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - else: - row = [0, "Bolt pitch (mm)", " ≥ 2.5* " + bolt_dia + " = " + pitch_mini + ", ≤ Min(32*" + end_plate_thickness + ", 300) = " - + pitch_max + "
[cl. 10.2.2 & cl. 10.2.3]", pitch_distance_1_2 and pitch_distance_5_6, - "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Bolt Gauge - rstr += t('tr') - - if float(gauge_distance) < float(gauge_mini) or float(gauge_distance) > float(gauge_max): - row = [0, "Bolt gauge (mm)"," ≥ 2.5 * d = " + gauge_mini + ", ≤ min(32 * t, 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]",gauge_distance, "

Fail

"] - else: - row = [0, "Bolt gauge (mm)"," ≥ 2.5 * d = " + gauge_mini + ", ≤ min(32 * t, 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]",gauge_distance, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Bolt Pitch - rstr += t('tr') - - if float(gauge_distance) < float(gauge_mini) or float(gauge_distance) > float(gauge_max): - row = [0, "Bolt pitch (mm)"," ≥ 2.5 * d = " + gauge_mini + ", ≤ min(32 * t, 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]",gauge_distance, "

Fail

"] - - else: - row = [0, "Bolt pitch (mm)"," ≥ 2.5 * d = " + gauge_mini + ", ≤ min(32 * t, 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]",gauge_distance, "

Pass

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # if float(gauge_distance) > float(gauge_max): - # row = [0, "Bolt gauge (mm)"," ≥ 2.5*" + bolt_dia + " = " + gauge_mini + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]", - # gauge_distance, "

Fail

"] - # else: - # row = [0, "Bolt gauge (mm)"," ≥ 2.5*" + bolt_dia + " = " + gauge_mini + ", ≤ min(32*" + end_plate_thickness + ", 300) = " + gauge_max + "
[cl. 10.2.2 & cl. 10.2.3]", - # gauge_distance, "

Pass

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - # End Distance - rstr += t('tr') - - end_mini_actual = str(float(min_edgend_dist) * float(dia_hole)) - - if float(end_distance) < float(end_mini) or float(end_distance) > float(end_max): - row = [0, "End distance (mm)"," ≥ 1.7 do = " + end_mini_actual + ",≤ 12*t*ε = " + end_max + "
[cl. 10.2.4]", - end_distance,"

Fail

"] - else: - row = [0, "End distance (mm)"," ≥ 1.7 do = " + end_mini_actual + ",≤ 12*t*ε = " + end_max + "
[cl. 10.2.4]", - end_distance,"

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - rstr += t('tr') - - # if float(end_distance) > float(end_max): - # row = [0, "End distance (mm)", - # " ≥ " + min_edgend_dist + "*" + dia_hole + " = " + end_mini_actual + ", ≤ 12*" + end_plate_thickness + " = " + end_max + "
[cl. 10.2.4]", end_distance, - # "

Fail

"] - # else: - # row = [0, "End distance (mm)", - # " ≥ " + min_edgend_dist + "*" + dia_hole + " = " + end_mini_actual + ", ≤ 12*" + end_plate_thickness + " = " + end_max + "
[cl. 10.2.4]", - # end_distance, "

Pass

"] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - # rstr += t('tr') - - # Edge Distance - rstr += t('tr') - - edge_mini_actual = end_mini_actual - - if float(edge_distance) < float(edge_mini) or float(edge_distance) > float(edge_max): - row = [0, "Edge distance (mm)"," ≥ 1.7 do = " + edge_mini_actual + ",≤ 12*t*ε = " + edge_max + "
[cl. 10.2.4]", - end_distance, "

Fail

"] - else: - row = [0, "Edge distance (mm)"," ≥ 1.7 do = " + edge_mini_actual + ",≤ 12*t*ε = " + edge_max + "
[cl. 10.2.4]", - end_distance, "

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - rstr += t('tr') - -## Plate Checks - row = [0, "Plate Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - - # Plate thickness - rstr += t('tr') - if float(number_of_bolts) <= (20): - if float(tp_required) > float(end_plate_thickness): - row = [0, "Plate thickness (mm)", "( (4" "*" "1.10" "*" + M_p + "*1000)/(" + end_plate_fy + "*" + b_e + ") ) ^ 0.5 = " + str(round(float(tp_required), 3)) + - "
[Design of Steel Structures - N. Subramanian, 2014]", end_plate_thickness, "

Fail

"] - else: - row = [0, "Plate thickness (mm)","( (4" "*" "1.10" "*" + M_p + "*1000)/(" + end_plate_fy + "*" + b_e + ") ) ^ 0.5 = " + str(round(float(tp_required), 3)) + - "
[Design of Steel Structures - N. Subramanian, 2014]", end_plate_thickness, "

Pass

"] - else: - row = [0, "Plate thickness (mm)", " Cannot compute ", end_plate_thickness, "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Plate Height - - if number_of_bolts == 20: - plate_height_mini = str(float(beam_d) + float(50) + float(2 * float(pitch_mini)) + float(2 * float(end_mini))) # for 20 number of bolts - plate_height_max = str(float(beam_d) + float(50) + float(2 * float(pitch_mini)) + float(2 * float(end_max))) # for 20 number of bolts - else: - plate_height_mini = str(float(beam_d) + float(50) + float(2 * float(end_mini))) # for bolts less than 20 - plate_height_max = str(float(beam_d) + float(50) + float(2 * float(end_max))) # for bolts less than 20 - - rstr += t('tr') - - if float(number_of_bolts) <= float(20): - - if number_of_bolts == 20: - if float(plate_height) < float(plate_height_mini) or float(plate_height) > float(plate_height_max): - row = [0, "Plate height (mm)", "≥ (" + beam_d + "+ 50.0 + (2*" + pitch_mini + ") + (2* " + end_mini+ ") , ≤ (" + beam_d + "+ 50.0 + (2*" + pitch_mini + - ") + (2*" + end_max + ")
[based on detailing requirements]", plate_height, "

Fail

", "300", ""] - else: - row = [0, "Plate height (mm)","≥ (" + beam_d + "+ 50.0 + (2*" + pitch_mini + ") + (2* " + end_mini + ") , ≤ (" + beam_d + "+ 50.0 + (2*" + pitch_mini + - ") + (2*" + end_max + ")
[based on detailing requirements]", plate_height, "

Pass

","300", ""] - - else: - if float(plate_height) < float(plate_height_mini) or float(plate_height) > float(plate_height_max): - row = [0, "Plate height (mm)","≥ (" + str(beam_d) + "+ 50.0 +" " (2*" + str(float(end_mini)) + ")) = " + plate_height_mini + ", ≤ (" + str(beam_d) + "+ 50.0 + (" "2*" + end_max + - ")) = " + plate_height_max + "
[based on detailing requirements]", plate_height,"

Fail

", "300", ""] - else: - row = [0, "Plate height (mm)","≥ (" + str(beam_d) + "+ 50.0 +" " (2*" + str(float(end_mini)) + ")) = " + plate_height_mini + ", ≤ (" + str(beam_d) + "+ 50.0 + (" "2*" + end_max + - ")) = " + plate_height_max + "
[based on detailing requirements]", plate_height,"

Pass

", "300", ""] - - else: - row = [0, "Plate height (mm)", " Cannot compute ", " Cannot compute", "

Fail

", "300",""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Plate Width - rstr += t('tr') - if float(number_of_bolts) <= 20: - row = [0,"Plate width (mm)","",plate_width,""] - else: - row = [0, "Plate width (mm)", "", " Cannot compute ",""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - # # Plate Width - # rstr += t('tr') - # - # if float(number_of_bolts) <= 20: - # g_1 = float(90) # cross centre gauge distance - # plate_width_mini = max(float((g_1 + (2 * float(edge_mini)))), beam_B) - # plate_width_max = max(float((beam_B + 25)), float(plate_width_mini)) - # - # if float(plate_width) < float(plate_width_mini) or float(plate_width) > float(plate_width_max): - # row = [0, "Plate width (mm)", "≥ max (" + str(g_1) + "+ (2*" + str(float(edge_mini)) + ")), " + str(beam_B) + "), ≤ max ((" + str(beam_B) + "+ 25), " + str(plate_width_mini) + - # ")
[based on detailing requirements]", plate_width, "

Fail

", "300", ""] - # else: - # row = [0, "Plate width (mm)", "≥ max (" + str(g_1) + "+ (2*" + str(float(edge_mini)) + ")), " + str(beam_B) + "), ≤ max ((" + str(beam_B) + "+ 25), " + str( - # plate_width_mini) + ")
[based on detailing requirements]", plate_width, "

Pass

", "300", ""] - # else: - # row = [0, "Plate width (mm)", " Cannot compute ", " Cannot compute ", "

Fail

", "300", ""] - # - # rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - # rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - # rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - # rstr += t('/tr') - - # Plate Moment capacity - rstr += t('tr') - - if float(number_of_bolts) <= 20: - if float(plate_moment_demand) > float(plate_moment_capacity): - row = [0, "Plate moment capacity (kNm)", - "Moment demand (Md) = ((" + tp_required + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_demand + "
[Design of Steel Structures - N. Subramanian, 2014]", - "Moment capacity (Mc) = ((" + end_plate_thickness + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_capacity + - "
[Design of Steel Structures - N. Subramanian, 2014]", "

Fail

"] - else: - row = [0, "Plate moment capacity (kNm)", - "Moment demand (Md) = ((" + tp_required + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_demand + "
[Design of Steel Structures - N. Subramanian, 2014]", - "Moment capacity (Mc) = ((" + end_plate_thickness + "2" + "*" + end_plate_fy + "*" + b_e + ")/(4.4)) * 10^ -3 = " + plate_moment_capacity + - "
[Design of Steel Structures - N. Subramanian, 2014]", "

Pass

"] - else: - row = [0, "Plate moment capacity (kNm)", "Moment demand (Md) = Cannot compute", - "Moment capacity (Mc) = Cannot compute", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - -## Weld Checks - row = [0, "Weld Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # Flange checks - row = [0, "Flange", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # Weld thickness at flange - rstr += t('tr') - - if float(number_of_bolts) <= 20: - flange_weld_req = str(float((resultant * 10 ** 3) / capacity_flange)) - - if float(weld_thickness_flange) < float(flange_weld_req): - row = [0, "Weld size at flange (mm)", "≥ (" + str(resultant) + "* 10^3" ")/" + str(capacity_flange) + "=" + str(round(float(flange_weld_req), 3)) + - "
[Design of Steel Structures - N. Subramanian, 2014]
", weld_thickness_flange, "

Fail

"] - else: - row = [0, "Weld size at flange (mm)", "≥ (" + str(resultant) + "* 10^3" ")/" + str(capacity_flange) + "=" + str(round(float(flange_weld_req), 3)) + - "
[Design of Steel Structures - N. Subramanian, 2014]
", weld_thickness_flange, "

Pass

"] - else: - row = [0, "Weld size at flange (mm)", " Cannot compute ", weld_thickness_flange, "

Fail

"] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Effective length of weld on flange - rstr += t('tr') - if float(number_of_bolts) <= 20: - length_flange_effective = float(effective_length_flange / 2) - length_flange = str(length_flange_effective) - row = [0, "Effective weld length on flange (each side) (mm)", "", length_flange, ""] - else: - row = [0, "Effective weld length on flange (each side) (mm)", "", " Cannot compute ", ""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Weld at flange - rstr += t('tr') - # TODO Check values of fu and fy - # weld_fu = str(410) - # weld_fy = str(250) - - if float(number_of_bolts) <= 20: - if float(critical_stress_flange) > float(weld_strength): - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≤ " + str(weld_fu_govern) + " / (√3 * 1.25) = " + weld_strength + - "
[cl. 10.5.7]", "(" + force_flange + "* 10^3)/(3 * " + str( - effective_length_flange) + ") = " + critical_stress_flange, - "

Fail

"] - else: - row = [0, "Critical stress in weld at flange (N/mm^2)", - "≤ " + str(weld_fu_govern) + " / (√3 * 1.25) = " + weld_strength + - "
[cl. 10.5.7]", "(" + force_flange + "* 10^3)/(3 * " + str( - effective_length_flange) + ") = " + critical_stress_flange, - "

Pass

"] - else: - row = [0, "Critical stress in weld at flange (N/mm^2)", " Cannot compute ", " Cannot compute ", - "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # web checks - row = [0, "Web", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail1" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # Weld thickness at web - rstr += t('tr') - - if float(number_of_bolts) <= 20: - web_weld_req = str(int(min(beam_tw, tp_required))) - - if float(weld_thickness_web) > float(web_weld_req): - row = [0, "Weld size at web (mm)", "≤ minimum(" + str(beam_tw) + "," + tp_required + ")" "
", weld_thickness_web, - "

Fail

"] - else: - row = [0, "Weld size at web (mm)", "≤ minimum(" + str(beam_tw) + "," + tp_required + ")" "
", weld_thickness_web, - "

Pass

"] - else: - row = [0, "Weld size at web (mm)", " Cannot compute ", weld_thickness_web, "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Effective length of weld on web - rstr += t('tr') - - if float(number_of_bolts) <= 20: - length_web_effective = float(effective_length_web / 2) - length_web = str(length_web_effective) - row = [0, "Effective weld length on flange (each side) (mm)", "", length_web, ""] - else: - row = [0, "Effective weld length on flange (each side) (mm)", "", " Cannot compute ", ""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - # Weld at web - rstr += t('tr') - - if float(number_of_bolts) <= 20: - if float(critical_stress_web) > float(weld_strength): - row = [0, "Critical stress in weld at web (N/mm ^ 2)", - "≤ " + str(weld_fu_govern) + "/(√3 * 1.25) = " + weld_strength + - "
[cl. 10.5.7 and cl. 10.5.10]", "√((" + str(fa_web) + ")^2 + (3 * " + str(q_web) + "^2)) =" + critical_stress_web, - "

Fail

"] - else: - row = [0, "Critical stress in weld at web (N/mm ^ 2)", - "≤ " + str(weld_fu_govern) + "/(√3 * 1.25) = " + weld_strength + - "
[cl. 10.5.7 and cl. 10.5.10]", "√((" + str(fa_web) + ")^2 + (3 * " + str(q_web) + "^2)) =" + critical_stress_web, - "

Pass

"] - else: - row = [0, "Critical stress in weld at web (N/mm ^ 2)", " Cannot compute", " Cannot compute ", "

Fail

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - -## Stiffeners Checks - row = [0, "Stiffener Checks", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - if uiObj["Member"]["Connectivity"] == "Flush": - row = [0, "Width (mm)", "", stiffener_width, ""] - else: - row = [0, "Length (mm)", "", stiffener_length, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - if uiObj["Member"]["Connectivity"] == "Flush": - row = [0, "Height (mm)", "", stiffener_width, ""] - else: - row = [0, "Height (mm)", "", stiffener_height, ""] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Thickness (mm)", "", stiffener_thickness, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "WeldSize (mm)", "", stiffener_weld, ""] - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - if float(stiffener_moment) > float(stiffener_moment_capacity): - row = [0, "MomentCapacity (KN-m)", "≥ "+stiffener_moment, stiffener_moment_capacity, "

Fail

"] - else: - row = [0, "MomentCapacity (KN-m)", "≥ "+stiffener_moment, stiffener_moment_capacity, "

Pass

"] - - rstr += t('td class="detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="detail2"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="detail1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # ######################################### End of checks ######################################### - # Header of the pdf fetched from dialogbox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # ################################### Page 6: Views################################################### - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - if status == "True": - - row = [1, "Fabrication Drawings", " "] - rstr += t('tr') - rstr += t('td colspan="2" class="header1" align=center ' - '') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/images_html/extendSide.png" - dataside = '' % side - - top = folder + "/images_html/extendTop.png" - datatop = '' % top - - front = folder + "/images_html/extendFront.png" - datafront = '' % front - - if status == 'True': - row = [0, "3D Cad Model", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, datapng] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Top View", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, datatop] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/images_html/extendSide.png" - dataside = '' % side - - top = folder + "/images_html/extendTop.png" - datatop = '' % top - - front = folder + "/images_html/extendFront.png" - datafront = '' % front - - if status == 'True': - row = [0, "Side View", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, dataside] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Front View", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail" align="center"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [1, datafront] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - else: - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - row = [0, "Fabrication Drawings", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "The fabrication drawings are not been generated due to the failure of the connection.", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - # png = folder + "/images_html/3D_Model.png" - # datapng = '' % png - # - # side = folder + "/images_html/extendSide.png" - # dataside = '' % side - # - # top = folder + "/images_html/extendTop.png" - # datatop = '' % top - # - # front = folder + "/images_html/extendFront.png" - # datafront = '' % front - # - # if status == 'True': - # row = [0, datapng, datatop] - # rstr += t('tr') - # rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td align="center" class=" header2"') + row[2] + t('/td') - # rstr += t('/tr') - # - # row = [0, dataside, datafront] - # rstr += t('tr') - # rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td align="center" class=" header2 "') + row[2] + t('/td') - # rstr += t('/tr') - # - # else: - # pass - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - if typeof_weld == "Groove Weld (CJP)": - - # rstr += t('/table') - # rstr += t('hr') - # rstr += t('/hr') - - row = [0, "Weld Detailing", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - if float(beam_tf) <= float(12): - row = [0, ''] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Note :- As flange thickness, tf (" + str(float( - beam_tf)) + "mm) <= 12mm, single bevel butt welding is provided [Reference: IS 9595: 1996] (All dimensions are in mm )", - " "] - rstr += t('tr') - rstr += t('td colspan="1" class=" detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - row = [0, ''] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Note :- As flange thickness, tf (" + str(float(beam_tf)) + "mm) >= 12mm, double bevel butt welding is provided [Reference: IS 9595: 1996] (All dimensions are in mm )", - " "] - rstr += t('tr') - rstr += t('td colspan="1" class=" detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - if float(beam_tw) <= float(12): - row = [0, ''] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Note :- As flange thickness, tw (" + str(float(beam_tw)) + "mm) <= 12mm, single bevel butt welding is provided [Reference: IS 9595: 1996] (All dimensions are in mm )", - " "] - rstr += t('tr') - rstr += t('td colspan="1" class=" detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - else: - row = [0, ''] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - row = [0, "Note :- As flange thickness, tw (" + str(float(beam_tw)) + "mm) >= 12mm, double bevel butt welding is provided [Reference: IS 9595: 1996] (All dimensions are in mm )", - " "] - rstr += t('tr') - rstr += t('td colspan="1" class=" detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - - else: - rstr += t('/tr') - - # ########################################################################################### - # Header of the pdf fetched from dialougebox - - rstr += t('table width= 100% border-collapse= "collapse" border="1px solid black collapse"') - rstr += t('tr') - row = [0, '', - 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') - rstr += t('/hr') - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& - # Additional comments - - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - rstr += t('''col width=30%''') - rstr += t('''col width=70%''') - - rstr += t('tr') - row = [0, "Additional Comments", addtionalcomments] - rstr += t('td class= "detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class= "detail2" align="justified"') + row[2] + t('/td') - rstr += t('/tr') - # - rstr += t('/table') - - myfile.write(rstr) - myfile.write(t('/body')) - myfile.write(t('/html')) - myfile.close() - - -def space(n): - rstr = " " * 4 * n - return rstr - - -def t(n): - return '<' + n + '/>' - - -def w(n): - return '{' + n + '}' - - -def quote(m): - return '"' + m + '"' diff --git a/Connections/Moment/ExtendedEndPlate/svg_window.py b/Connections/Moment/ExtendedEndPlate/svg_window.py deleted file mode 100644 index c11a41d06..000000000 --- a/Connections/Moment/ExtendedEndPlate/svg_window.py +++ /dev/null @@ -1,138 +0,0 @@ -''' -Created on 13-November-2017 - -@author: Reshma Konjari -''' -from PyQt5 import QtSvg -from PyQt5.QtGui import QFont, QPixmap -from PyQt5.QtWidgets import QApplication, QFileDialog, QSpacerItem, QSizePolicy, QPushButton, \ - QMessageBox, QHBoxLayout, QFrame, QLabel,QGridLayout -import sys -import shutil -import os - - -class SvgWindow(object): - - def call_svgwindow(self, filename, view, folder): - self.folder = folder - self.svgWidget = QtSvg.QSvgWidget() - - self.label = QLabel(self.svgWidget) - self.label.setFrameShape(QFrame.Box) - self.label.setFrameShadow(QFrame.Plain) - self.label.setPixmap(QPixmap(filename)) - self.label.setScaledContents(True) - - self.gridlayout = QGridLayout(self.svgWidget) - self.gridlayout.addWidget(self.label, 0, 0, 1, 3) - spaceritem = QSpacerItem(260,20, QSizePolicy.Expanding, QSizePolicy.Minimum) - self.gridlayout.addItem(spaceritem, 1, 0, 1, 1) - - self.horizontallayout = QHBoxLayout() - self.gridlayout.addLayout(self.horizontallayout, 1, 1, 1, 1) - spaceritem2 = QSpacerItem(260, 20, QSizePolicy.Expanding, QSizePolicy.Minimum) - self.gridlayout.addItem(spaceritem2, 1, 2, 1, 1) - self.svgWidget.setFixedSize(900, 700) - - self.btn_save_png = QPushButton('Save as PNG', self.svgWidget) - self.btn_save_png.setToolTip('Saves 2D Image as PNG') - self.btn_save_png.resize(self.btn_save_png.sizeHint()) - self.btn_save_svg = QPushButton('Save as SVG', self.svgWidget) - self.btn_save_svg.setToolTip('Saves 2D Image as SVG') - self.btn_save_svg.resize(self.btn_save_svg.sizeHint()) - - self.horizontallayout.addWidget(self.btn_save_png) - self.horizontallayout.addWidget(self.btn_save_svg) - - myfont = QFont() - myfont.setBold(True) - myfont.setPointSize(10) - myfont.setFamily("Arial") - self.btn_save_png.setFont(myfont) - self.btn_save_svg.setFont(myfont) - self.svgWidget.setWindowTitle('2D View') - self.svgWidget.show() - - self.btn_save_png.clicked.connect(lambda: self.save_2d_image_png_names(view)) - self.btn_save_svg.clicked.connect(lambda: self.save_2d_image_svg_names(view)) - - def save_2d_image_png_names(self, view): - flag = True - - if view == "Front": - png_image_path = os.path.join(str(self.folder), "images_html", "extendFront.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", str(self.folder) + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - elif view == "Side": - png_image_path = os.path.join(str(self.folder), "images_html", "extendSide.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", str(self.folder)+ "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - else: - png_image_path = os.path.join(str(self.folder), "images_html", "extendTop.png") - file_type = "PNG (*.png)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", str(self.folder) + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - def save_2d_image_svg_names(self, view): - flag = True - - if view == "Front": - png_image_path = os.path.join(self.folder, "images_html", "extendFront.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - elif view == "Side": - png_image_path = os.path.join(self.folder, "images_html", "extendSide.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - - else: - png_image_path = os.path.join(self.folder, "images_html", "extendTop.svg") - file_type = "SVG (*.svg)" - file_name, _ = QFileDialog.getSaveFileName(None, "Save File As", self.folder + "/", file_type) - if file_name == '': - flag = False - return flag - else: - shutil.copyfile(png_image_path, file_name) - QMessageBox.about(None, 'Information', "Image Saved") - -def main(): - app = QApplication(sys.argv) - ex = SvgWindow() - sys.exit(app.exec_()) - -if __name__ == '__main__': - main() diff --git a/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.py b/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.py deleted file mode 100644 index 16e5b6d18..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.py +++ /dev/null @@ -1,2192 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_extendedendplate.ui' -# -# Created by: PyQt5 UI code generator 5.9.2 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_MainWindow(object): - def setupUi(self, MainWindow): - MainWindow.setObjectName("MainWindow") - MainWindow.resize(1422, 769) - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/extendedbothways.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - MainWindow.setWindowIcon(icon) - MainWindow.setIconSize(QtCore.QSize(20, 2)) - self.centralwidget = QtWidgets.QWidget(MainWindow) - self.centralwidget.setObjectName("centralwidget") - self.verticalLayout_2 = QtWidgets.QVBoxLayout(self.centralwidget) - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.frame = QtWidgets.QFrame(self.centralwidget) - self.frame.setMinimumSize(QtCore.QSize(0, 28)) - self.frame.setMaximumSize(QtCore.QSize(16777215, 28)) - self.frame.setFrameShape(QtWidgets.QFrame.NoFrame) - self.frame.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame.setObjectName("frame") - self.btnInput = QtWidgets.QToolButton(self.frame) - self.btnInput.setGeometry(QtCore.QRect(0, 0, 28, 28)) - self.btnInput.setFocusPolicy(QtCore.Qt.TabFocus) - self.btnInput.setLayoutDirection(QtCore.Qt.LeftToRight) - icon1 = QtGui.QIcon() - icon1.addPixmap(QtGui.QPixmap(":/newPrefix/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnInput.setIcon(icon1) - self.btnInput.setIconSize(QtCore.QSize(18, 18)) - self.btnInput.setObjectName("btnInput") - self.btnOutput = QtWidgets.QToolButton(self.frame) - self.btnOutput.setGeometry(QtCore.QRect(30, 0, 28, 28)) - self.btnOutput.setFocusPolicy(QtCore.Qt.TabFocus) - icon2 = QtGui.QIcon() - icon2.addPixmap(QtGui.QPixmap(":/newPrefix/images/output.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnOutput.setIcon(icon2) - self.btnOutput.setIconSize(QtCore.QSize(18, 18)) - self.btnOutput.setObjectName("btnOutput") - self.btnTop = QtWidgets.QToolButton(self.frame) - self.btnTop.setGeometry(QtCore.QRect(160, 0, 28, 28)) - self.btnTop.setFocusPolicy(QtCore.Qt.TabFocus) - icon3 = QtGui.QIcon() - icon3.addPixmap(QtGui.QPixmap(":/newPrefix/images/X-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnTop.setIcon(icon3) - self.btnTop.setIconSize(QtCore.QSize(22, 22)) - self.btnTop.setObjectName("btnTop") - self.btnFront = QtWidgets.QToolButton(self.frame) - self.btnFront.setGeometry(QtCore.QRect(100, 0, 28, 28)) - self.btnFront.setFocusPolicy(QtCore.Qt.TabFocus) - icon4 = QtGui.QIcon() - icon4.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-X.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnFront.setIcon(icon4) - self.btnFront.setIconSize(QtCore.QSize(22, 22)) - self.btnFront.setObjectName("btnFront") - self.btnSide = QtWidgets.QToolButton(self.frame) - self.btnSide.setGeometry(QtCore.QRect(130, 0, 28, 28)) - self.btnSide.setFocusPolicy(QtCore.Qt.TabFocus) - icon5 = QtGui.QIcon() - icon5.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnSide.setIcon(icon5) - self.btnSide.setIconSize(QtCore.QSize(22, 22)) - self.btnSide.setObjectName("btnSide") - self.btn3D = QtWidgets.QCheckBox(self.frame) - self.btn3D.setGeometry(QtCore.QRect(220, 0, 90, 28)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setItalic(False) - font.setUnderline(False) - font.setWeight(75) - font.setStrikeOut(False) - self.btn3D.setFont(font) - self.btn3D.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn3D.setObjectName("btn3D") - self.chkBx_beamSec = QtWidgets.QCheckBox(self.frame) - self.chkBx_beamSec.setGeometry(QtCore.QRect(330, 0, 90, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.chkBx_beamSec.setFont(font) - self.chkBx_beamSec.setFocusPolicy(QtCore.Qt.TabFocus) - self.chkBx_beamSec.setObjectName("chkBx_beamSec") - self.chkBx_connector = QtWidgets.QCheckBox(self.frame) - self.chkBx_connector.setGeometry(QtCore.QRect(440, 0, 151, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.chkBx_connector.setFont(font) - self.chkBx_connector.setFocusPolicy(QtCore.Qt.TabFocus) - self.chkBx_connector.setObjectName("chkBx_connector") - self.verticalLayout_2.addWidget(self.frame) - self.splitter = QtWidgets.QSplitter(self.centralwidget) - self.splitter.setOrientation(QtCore.Qt.Vertical) - self.splitter.setObjectName("splitter") - self.frame_2 = QtWidgets.QFrame(self.splitter) - self.frame_2.setMinimumSize(QtCore.QSize(0, 100)) - self.frame_2.setFrameShape(QtWidgets.QFrame.Box) - self.frame_2.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame_2.setLineWidth(1) - self.frame_2.setMidLineWidth(1) - self.frame_2.setObjectName("frame_2") - self.verticalLayout = QtWidgets.QVBoxLayout(self.frame_2) - self.verticalLayout.setContentsMargins(1, 1, 1, 1) - self.verticalLayout.setObjectName("verticalLayout") - self.mytabWidget = QtWidgets.QTabWidget(self.frame_2) - self.mytabWidget.setMinimumSize(QtCore.QSize(0, 450)) - font = QtGui.QFont() - font.setPointSize(8) - font.setBold(True) - font.setItalic(True) - font.setWeight(75) - self.mytabWidget.setFont(font) - self.mytabWidget.setFocusPolicy(QtCore.Qt.NoFocus) - self.mytabWidget.setStyleSheet("QTabBar::tab { height: 75px; width: 1px; }") - self.mytabWidget.setTabPosition(QtWidgets.QTabWidget.West) - self.mytabWidget.setObjectName("mytabWidget") - self.verticalLayout.addWidget(self.mytabWidget) - self.textEdit = QtWidgets.QTextEdit(self.splitter) - self.textEdit.setMinimumSize(QtCore.QSize(0, 125)) - self.textEdit.setMaximumSize(QtCore.QSize(16777215, 16777215)) - font = QtGui.QFont() - font.setPointSize(10) - self.textEdit.setFont(font) - self.textEdit.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOn) - self.textEdit.setReadOnly(True) - self.textEdit.setOverwriteMode(True) - self.textEdit.setObjectName("textEdit") - self.verticalLayout_2.addWidget(self.splitter) - MainWindow.setCentralWidget(self.centralwidget) - self.menubar = QtWidgets.QMenuBar(MainWindow) - self.menubar.setGeometry(QtCore.QRect(0, 0, 1422, 22)) - self.menubar.setStyleSheet("") - self.menubar.setNativeMenuBar(False) - self.menubar.setObjectName("menubar") - self.menuFile = QtWidgets.QMenu(self.menubar) - self.menuFile.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuFile.setObjectName("menuFile") - self.menuEdit = QtWidgets.QMenu(self.menubar) - self.menuEdit.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuEdit.setObjectName("menuEdit") - self.menuView = QtWidgets.QMenu(self.menubar) - self.menuView.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuView.setObjectName("menuView") - self.menuHelp = QtWidgets.QMenu(self.menubar) - self.menuHelp.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"") - self.menuHelp.setObjectName("menuHelp") - self.menuGraphics = QtWidgets.QMenu(self.menubar) - self.menuGraphics.setStyleSheet("QMenu {\n" -" background-color:#b2bd84;\n" -" border-color: black;\n" -" border: 1px solid;\n" -" margin: 2px; /* some spacing around the menu */\n" -"}\n" -"QMenu::separator {\n" -" height: 1px;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}\n" -"\n" -"QMenu::item {\n" -" color: black;\n" -" padding: 2px 20px 2px 20px;\n" -" border: 1px solid transparent; /* reserve space for selection border */\n" -"}\n" -"\n" -"QMenu::item:selected {\n" -" color:white;\n" -" border-color: darkblue;\n" -" background: #825051;\n" -" margin-left: 5px;\n" -" margin-right: 5px;\n" -"}") - self.menuGraphics.setObjectName("menuGraphics") - MainWindow.setMenuBar(self.menubar) - self.inputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.inputDock.sizePolicy().hasHeightForWidth()) - self.inputDock.setSizePolicy(sizePolicy) - self.inputDock.setMinimumSize(QtCore.QSize(310, 710)) - self.inputDock.setMaximumSize(QtCore.QSize(310, 710)) - self.inputDock.setBaseSize(QtCore.QSize(310, 710)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setItalic(False) - font.setWeight(75) - self.inputDock.setFont(font) - self.inputDock.setFloating(False) - self.inputDock.setFeatures(QtWidgets.QDockWidget.AllDockWidgetFeatures) - self.inputDock.setObjectName("inputDock") - self.dockWidgetContents = QtWidgets.QWidget() - self.dockWidgetContents.setObjectName("dockWidgetContents") - self.txt_Fy = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Fy.setGeometry(QtCore.QRect(150, 170, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Fy.setFont(font) - self.txt_Fy.setObjectName("txt_Fy") - self.lbl_beam1 = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_beam1.setGeometry(QtCore.QRect(6, 107, 151, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_beam1.setFont(font) - self.lbl_beam1.setObjectName("lbl_beam1") - self.combo_connLoc = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_connLoc.setGeometry(QtCore.QRect(150, 20, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_connLoc.setFont(font) - self.combo_connLoc.setObjectName("combo_connLoc") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.combo_connLoc.addItem("") - self.txt_Fu = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Fu.setGeometry(QtCore.QRect(150, 140, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Fu.setFont(font) - self.txt_Fu.setObjectName("txt_Fu") - self.label = QtWidgets.QLabel(self.dockWidgetContents) - self.label.setGeometry(QtCore.QRect(3, -3, 221, 21)) - palette = QtGui.QPalette() - brush = QtGui.QBrush(QtGui.QColor(0, 0, 127)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Active, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Inactive, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Disabled, QtGui.QPalette.Link, brush) - self.label.setPalette(palette) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(True) - font.setItalic(True) - font.setWeight(75) - self.label.setFont(font) - self.label.setObjectName("label") - self.label_4 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_4.setGeometry(QtCore.QRect(6, 20, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_4.setFont(font) - self.label_4.setObjectName("label_4") - self.lbl_fu = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_fu.setGeometry(QtCore.QRect(6, 140, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_fu.setFont(font) - self.lbl_fu.setObjectName("lbl_fu") - self.combo_beamSec = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_beamSec.setGeometry(QtCore.QRect(150, 107, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - self.combo_beamSec.setFont(font) - self.combo_beamSec.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_beamSec.setMaxVisibleItems(5) - self.combo_beamSec.setObjectName("combo_beamSec") - self.lbl_fy = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_fy.setGeometry(QtCore.QRect(6, 165, 120, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_fy.setFont(font) - self.lbl_fy.setObjectName("lbl_fy") - self.label_18 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_18.setGeometry(QtCore.QRect(3, 200, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setItalic(True) - font.setWeight(50) - self.label_18.setFont(font) - self.label_18.setObjectName("label_18") - self.lbl_shear = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_shear.setGeometry(QtCore.QRect(6, 251, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_shear.setFont(font) - self.lbl_shear.setObjectName("lbl_shear") - self.txt_Shear = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Shear.setGeometry(QtCore.QRect(150, 251, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Shear.setFont(font) - self.txt_Shear.setObjectName("txt_Shear") - self.label_5 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_5.setGeometry(QtCore.QRect(3, 310, 150, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_5.setFont(font) - self.label_5.setAlignment(QtCore.Qt.AlignLeading|QtCore.Qt.AlignLeft|QtCore.Qt.AlignVCenter) - self.label_5.setObjectName("label_5") - self.combo_type = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_type.setGeometry(QtCore.QRect(150, 360, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_type.setFont(font) - self.combo_type.setMaxVisibleItems(10) - self.combo_type.setObjectName("combo_type") - self.label_6 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_6.setGeometry(QtCore.QRect(6, 390, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_6.setFont(font) - self.label_6.setObjectName("label_6") - self.combo_grade = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_grade.setGeometry(QtCore.QRect(150, 390, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - self.combo_grade.setFont(font) - self.combo_grade.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_grade.setMaxVisibleItems(6) - self.combo_grade.setObjectName("combo_grade") - self.label_7 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_7.setGeometry(QtCore.QRect(6, 330, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_7.setFont(font) - self.label_7.setObjectName("label_7") - self.label_8 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_8.setGeometry(QtCore.QRect(6, 360, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_8.setFont(font) - self.label_8.setObjectName("label_8") - self.combo_diameter = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_diameter.setGeometry(QtCore.QRect(150, 330, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_diameter.setFont(font) - self.combo_diameter.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_diameter.setMaxVisibleItems(5) - self.combo_diameter.setObjectName("combo_diameter") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.combo_diameter.addItem("") - self.lbl_width_2 = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_width_2.setGeometry(QtCore.QRect(6, 500, 111, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_width_2.setFont(font) - self.lbl_width_2.setObjectName("lbl_width_2") - self.label_40 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_40.setGeometry(QtCore.QRect(3, 420, 100, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_40.setFont(font) - self.label_40.setObjectName("label_40") - self.label_41 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_41.setGeometry(QtCore.QRect(6, 440, 141, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_41.setFont(font) - self.label_41.setObjectName("label_41") - self.txt_plateHeight = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_plateHeight.setGeometry(QtCore.QRect(150, 470, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_plateHeight.setFont(font) - self.txt_plateHeight.setText("") - self.txt_plateHeight.setObjectName("txt_plateHeight") - self.lbl_len_2 = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_len_2.setGeometry(QtCore.QRect(6, 470, 111, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_len_2.setFont(font) - self.lbl_len_2.setObjectName("lbl_len_2") - self.combo_plateThick = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_plateThick.setGeometry(QtCore.QRect(150, 440, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_plateThick.setFont(font) - self.combo_plateThick.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_plateThick.setMaxVisibleItems(5) - self.combo_plateThick.setObjectName("combo_plateThick") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.combo_plateThick.addItem("") - self.label_42 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_42.setGeometry(QtCore.QRect(3, 530, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_42.setFont(font) - self.label_42.setObjectName("label_42") - self.label_43 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_43.setGeometry(QtCore.QRect(6, 590, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_43.setFont(font) - self.label_43.setObjectName("label_43") - self.outputFrame_2 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_2.setGeometry(QtCore.QRect(988, 620, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_2.sizePolicy().hasHeightForWidth()) - self.outputFrame_2.setSizePolicy(sizePolicy) - self.outputFrame_2.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_2.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_2.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_2.setObjectName("outputFrame_2") - self.txtShrCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtShrCapacity_2.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_2.setText("") - self.txtShrCapacity_2.setReadOnly(True) - self.txtShrCapacity_2.setObjectName("txtShrCapacity_2") - self.txtbearCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtbearCapacity_2.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_2.setReadOnly(True) - self.txtbearCapacity_2.setObjectName("txtbearCapacity_2") - self.txtBoltCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtBoltCapacity_2.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_2.setReadOnly(True) - self.txtBoltCapacity_2.setObjectName("txtBoltCapacity_2") - self.txtNoBolts_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtNoBolts_2.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_2.setReadOnly(True) - self.txtNoBolts_2.setObjectName("txtNoBolts_2") - self.txtPitch_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtPitch_2.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_2.setReadOnly(True) - self.txtPitch_2.setObjectName("txtPitch_2") - self.txtGuage_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtGuage_2.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_2.setReadOnly(True) - self.txtGuage_2.setObjectName("txtGuage_2") - self.txtEndDist_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtEndDist_2.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_2.setReadOnly(True) - self.txtEndDist_2.setObjectName("txtEndDist_2") - self.txtEdgeDist_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtEdgeDist_2.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_2.setReadOnly(True) - self.txtEdgeDist_2.setObjectName("txtEdgeDist_2") - self.txtWeldThick_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtWeldThick_2.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_2.setReadOnly(True) - self.txtWeldThick_2.setObjectName("txtWeldThick_2") - self.txtResltShr_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtResltShr_2.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_2.setReadOnly(True) - self.txtResltShr_2.setObjectName("txtResltShr_2") - self.txtWeldStrng_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtWeldStrng_2.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_2.setReadOnly(True) - self.txtWeldStrng_2.setObjectName("txtWeldStrng_2") - self.txtPlateThick_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtPlateThick_2.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_2.setReadOnly(True) - self.txtPlateThick_2.setObjectName("txtPlateThick_2") - self.label_44 = QtWidgets.QLabel(self.outputFrame_2) - self.label_44.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_44.setObjectName("label_44") - self.label_45 = QtWidgets.QLabel(self.outputFrame_2) - self.label_45.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_45.setObjectName("label_45") - self.label_46 = QtWidgets.QLabel(self.outputFrame_2) - self.label_46.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_46.setObjectName("label_46") - self.labl123_2 = QtWidgets.QLabel(self.outputFrame_2) - self.labl123_2.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_2.setObjectName("labl123_2") - self.t_2 = QtWidgets.QLabel(self.outputFrame_2) - self.t_2.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_2.setObjectName("t_2") - self.label_47 = QtWidgets.QLabel(self.outputFrame_2) - self.label_47.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_47.setObjectName("label_47") - self.label_48 = QtWidgets.QLabel(self.outputFrame_2) - self.label_48.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_48.setObjectName("label_48") - self.label_49 = QtWidgets.QLabel(self.outputFrame_2) - self.label_49.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_49.setObjectName("label_49") - self.label_50 = QtWidgets.QLabel(self.outputFrame_2) - self.label_50.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_50.setObjectName("label_50") - self.label_51 = QtWidgets.QLabel(self.outputFrame_2) - self.label_51.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_51.setObjectName("label_51") - self.label_52 = QtWidgets.QLabel(self.outputFrame_2) - self.label_52.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_52.setObjectName("label_52") - self.label_53 = QtWidgets.QLabel(self.outputFrame_2) - self.label_53.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_53.setObjectName("label_53") - self.label_54 = QtWidgets.QLabel(self.outputFrame_2) - self.label_54.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_54.setObjectName("label_54") - self.label_55 = QtWidgets.QLabel(self.outputFrame_2) - self.label_55.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_55.setObjectName("label_55") - self.label_56 = QtWidgets.QLabel(self.outputFrame_2) - self.label_56.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_56.setObjectName("label_56") - self.label_57 = QtWidgets.QLabel(self.outputFrame_2) - self.label_57.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_57.setObjectName("label_57") - self.txtExtMomnt_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtExtMomnt_2.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_2.setReadOnly(True) - self.txtExtMomnt_2.setObjectName("txtExtMomnt_2") - self.txtMomntCapacity_2 = QtWidgets.QLineEdit(self.outputFrame_2) - self.txtMomntCapacity_2.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_2.setReadOnly(True) - self.txtMomntCapacity_2.setObjectName("txtMomntCapacity_2") - self.label_58 = QtWidgets.QLabel(self.outputFrame_2) - self.label_58.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_58.setObjectName("label_58") - self.lbl_col_2 = QtWidgets.QLabel(self.outputFrame_2) - self.lbl_col_2.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_2.setObjectName("lbl_col_2") - self.lbl_row_2 = QtWidgets.QLabel(self.outputFrame_2) - self.lbl_row_2.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_2.setObjectName("lbl_row_2") - self.lineEdit_3 = QtWidgets.QLineEdit(self.outputFrame_2) - self.lineEdit_3.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_3.setObjectName("lineEdit_3") - self.lineEdit_4 = QtWidgets.QLineEdit(self.outputFrame_2) - self.lineEdit_4.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_4.setObjectName("lineEdit_4") - self.label_59 = QtWidgets.QLabel(self.outputFrame_2) - self.label_59.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_59.setObjectName("label_59") - self.pushButton_2 = QtWidgets.QPushButton(self.outputFrame_2) - self.pushButton_2.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_2.setText("") - icon6 = QtGui.QIcon() - icon6.addPixmap(QtGui.QPixmap(":/images/logo.jpg"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.pushButton_2.setIcon(icon6) - self.pushButton_2.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_2.setCheckable(False) - self.pushButton_2.setAutoDefault(False) - self.pushButton_2.setDefault(False) - self.pushButton_2.setFlat(False) - self.pushButton_2.setObjectName("pushButton_2") - self.btnReset_2 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_2.setGeometry(QtCore.QRect(30, 1249, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_2.setFont(font) - self.btnReset_2.setObjectName("btnReset_2") - self.btnDesign_2 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_2.setGeometry(QtCore.QRect(150, 1249, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_2.setFont(font) - self.btnDesign_2.setAutoDefault(False) - self.btnDesign_2.setDefault(False) - self.btnDesign_2.setFlat(False) - self.btnDesign_2.setObjectName("btnDesign_2") - self.outputFrame_3 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_3.setGeometry(QtCore.QRect(1088, 610, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_3.sizePolicy().hasHeightForWidth()) - self.outputFrame_3.setSizePolicy(sizePolicy) - self.outputFrame_3.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_3.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_3.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_3.setObjectName("outputFrame_3") - self.txtShrCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtShrCapacity_3.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_3.setText("") - self.txtShrCapacity_3.setReadOnly(True) - self.txtShrCapacity_3.setObjectName("txtShrCapacity_3") - self.txtbearCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtbearCapacity_3.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_3.setReadOnly(True) - self.txtbearCapacity_3.setObjectName("txtbearCapacity_3") - self.txtBoltCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtBoltCapacity_3.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_3.setReadOnly(True) - self.txtBoltCapacity_3.setObjectName("txtBoltCapacity_3") - self.txtNoBolts_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtNoBolts_3.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_3.setReadOnly(True) - self.txtNoBolts_3.setObjectName("txtNoBolts_3") - self.txtPitch_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtPitch_3.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_3.setReadOnly(True) - self.txtPitch_3.setObjectName("txtPitch_3") - self.txtGuage_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtGuage_3.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_3.setReadOnly(True) - self.txtGuage_3.setObjectName("txtGuage_3") - self.txtEndDist_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtEndDist_3.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_3.setReadOnly(True) - self.txtEndDist_3.setObjectName("txtEndDist_3") - self.txtEdgeDist_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtEdgeDist_3.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_3.setReadOnly(True) - self.txtEdgeDist_3.setObjectName("txtEdgeDist_3") - self.txtWeldThick_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtWeldThick_3.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_3.setReadOnly(True) - self.txtWeldThick_3.setObjectName("txtWeldThick_3") - self.txtResltShr_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtResltShr_3.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_3.setReadOnly(True) - self.txtResltShr_3.setObjectName("txtResltShr_3") - self.txtWeldStrng_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtWeldStrng_3.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_3.setReadOnly(True) - self.txtWeldStrng_3.setObjectName("txtWeldStrng_3") - self.txtPlateThick_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtPlateThick_3.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_3.setReadOnly(True) - self.txtPlateThick_3.setObjectName("txtPlateThick_3") - self.label_60 = QtWidgets.QLabel(self.outputFrame_3) - self.label_60.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_60.setObjectName("label_60") - self.label_61 = QtWidgets.QLabel(self.outputFrame_3) - self.label_61.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_61.setObjectName("label_61") - self.label_62 = QtWidgets.QLabel(self.outputFrame_3) - self.label_62.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_62.setObjectName("label_62") - self.labl123_3 = QtWidgets.QLabel(self.outputFrame_3) - self.labl123_3.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_3.setObjectName("labl123_3") - self.t_3 = QtWidgets.QLabel(self.outputFrame_3) - self.t_3.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_3.setObjectName("t_3") - self.label_63 = QtWidgets.QLabel(self.outputFrame_3) - self.label_63.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_63.setObjectName("label_63") - self.label_64 = QtWidgets.QLabel(self.outputFrame_3) - self.label_64.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_64.setObjectName("label_64") - self.label_65 = QtWidgets.QLabel(self.outputFrame_3) - self.label_65.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_65.setObjectName("label_65") - self.label_66 = QtWidgets.QLabel(self.outputFrame_3) - self.label_66.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_66.setObjectName("label_66") - self.label_67 = QtWidgets.QLabel(self.outputFrame_3) - self.label_67.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_67.setObjectName("label_67") - self.label_68 = QtWidgets.QLabel(self.outputFrame_3) - self.label_68.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_68.setObjectName("label_68") - self.label_69 = QtWidgets.QLabel(self.outputFrame_3) - self.label_69.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_69.setObjectName("label_69") - self.label_70 = QtWidgets.QLabel(self.outputFrame_3) - self.label_70.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_70.setObjectName("label_70") - self.label_71 = QtWidgets.QLabel(self.outputFrame_3) - self.label_71.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_71.setObjectName("label_71") - self.label_72 = QtWidgets.QLabel(self.outputFrame_3) - self.label_72.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_72.setObjectName("label_72") - self.label_73 = QtWidgets.QLabel(self.outputFrame_3) - self.label_73.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_73.setObjectName("label_73") - self.txtExtMomnt_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtExtMomnt_3.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_3.setReadOnly(True) - self.txtExtMomnt_3.setObjectName("txtExtMomnt_3") - self.txtMomntCapacity_3 = QtWidgets.QLineEdit(self.outputFrame_3) - self.txtMomntCapacity_3.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_3.setReadOnly(True) - self.txtMomntCapacity_3.setObjectName("txtMomntCapacity_3") - self.label_74 = QtWidgets.QLabel(self.outputFrame_3) - self.label_74.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_74.setObjectName("label_74") - self.lbl_col_3 = QtWidgets.QLabel(self.outputFrame_3) - self.lbl_col_3.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_3.setObjectName("lbl_col_3") - self.lbl_row_3 = QtWidgets.QLabel(self.outputFrame_3) - self.lbl_row_3.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_3.setObjectName("lbl_row_3") - self.lineEdit_5 = QtWidgets.QLineEdit(self.outputFrame_3) - self.lineEdit_5.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_5.setObjectName("lineEdit_5") - self.lineEdit_6 = QtWidgets.QLineEdit(self.outputFrame_3) - self.lineEdit_6.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_6.setObjectName("lineEdit_6") - self.label_75 = QtWidgets.QLabel(self.outputFrame_3) - self.label_75.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_75.setObjectName("label_75") - self.pushButton_3 = QtWidgets.QPushButton(self.outputFrame_3) - self.pushButton_3.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_3.setText("") - self.pushButton_3.setIcon(icon6) - self.pushButton_3.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_3.setCheckable(False) - self.pushButton_3.setAutoDefault(False) - self.pushButton_3.setDefault(False) - self.pushButton_3.setFlat(False) - self.pushButton_3.setObjectName("pushButton_3") - self.btnReset_3 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_3.setGeometry(QtCore.QRect(130, 1239, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_3.setFont(font) - self.btnReset_3.setObjectName("btnReset_3") - self.btnDesign_3 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_3.setGeometry(QtCore.QRect(250, 1239, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_3.setFont(font) - self.btnDesign_3.setAutoDefault(False) - self.btnDesign_3.setDefault(False) - self.btnDesign_3.setFlat(False) - self.btnDesign_3.setObjectName("btnDesign_3") - self.outputFrame_4 = QtWidgets.QFrame(self.dockWidgetContents) - self.outputFrame_4.setGeometry(QtCore.QRect(1048, 580, 320, 690)) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputFrame_4.sizePolicy().hasHeightForWidth()) - self.outputFrame_4.setSizePolicy(sizePolicy) - self.outputFrame_4.setMinimumSize(QtCore.QSize(320, 690)) - self.outputFrame_4.setFrameShape(QtWidgets.QFrame.StyledPanel) - self.outputFrame_4.setFrameShadow(QtWidgets.QFrame.Raised) - self.outputFrame_4.setObjectName("outputFrame_4") - self.txtShrCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtShrCapacity_4.setGeometry(QtCore.QRect(181, 50, 130, 25)) - self.txtShrCapacity_4.setText("") - self.txtShrCapacity_4.setReadOnly(True) - self.txtShrCapacity_4.setObjectName("txtShrCapacity_4") - self.txtbearCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtbearCapacity_4.setGeometry(QtCore.QRect(181, 80, 130, 25)) - self.txtbearCapacity_4.setReadOnly(True) - self.txtbearCapacity_4.setObjectName("txtbearCapacity_4") - self.txtBoltCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtBoltCapacity_4.setGeometry(QtCore.QRect(181, 110, 130, 25)) - self.txtBoltCapacity_4.setReadOnly(True) - self.txtBoltCapacity_4.setObjectName("txtBoltCapacity_4") - self.txtNoBolts_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtNoBolts_4.setGeometry(QtCore.QRect(181, 140, 130, 25)) - self.txtNoBolts_4.setReadOnly(True) - self.txtNoBolts_4.setObjectName("txtNoBolts_4") - self.txtPitch_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtPitch_4.setGeometry(QtCore.QRect(181, 230, 130, 25)) - self.txtPitch_4.setReadOnly(True) - self.txtPitch_4.setObjectName("txtPitch_4") - self.txtGuage_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtGuage_4.setGeometry(QtCore.QRect(181, 260, 130, 25)) - self.txtGuage_4.setReadOnly(True) - self.txtGuage_4.setObjectName("txtGuage_4") - self.txtEndDist_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtEndDist_4.setGeometry(QtCore.QRect(181, 290, 130, 25)) - self.txtEndDist_4.setReadOnly(True) - self.txtEndDist_4.setObjectName("txtEndDist_4") - self.txtEdgeDist_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtEdgeDist_4.setGeometry(QtCore.QRect(181, 320, 130, 25)) - self.txtEdgeDist_4.setReadOnly(True) - self.txtEdgeDist_4.setObjectName("txtEdgeDist_4") - self.txtWeldThick_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtWeldThick_4.setGeometry(QtCore.QRect(181, 380, 130, 25)) - self.txtWeldThick_4.setReadOnly(True) - self.txtWeldThick_4.setObjectName("txtWeldThick_4") - self.txtResltShr_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtResltShr_4.setGeometry(QtCore.QRect(181, 410, 130, 25)) - self.txtResltShr_4.setReadOnly(True) - self.txtResltShr_4.setObjectName("txtResltShr_4") - self.txtWeldStrng_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtWeldStrng_4.setGeometry(QtCore.QRect(181, 440, 130, 25)) - self.txtWeldStrng_4.setReadOnly(True) - self.txtWeldStrng_4.setObjectName("txtWeldStrng_4") - self.txtPlateThick_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtPlateThick_4.setGeometry(QtCore.QRect(181, 510, 130, 25)) - self.txtPlateThick_4.setReadOnly(True) - self.txtPlateThick_4.setObjectName("txtPlateThick_4") - self.label_76 = QtWidgets.QLabel(self.outputFrame_4) - self.label_76.setGeometry(QtCore.QRect(4, 30, 66, 17)) - self.label_76.setObjectName("label_76") - self.label_77 = QtWidgets.QLabel(self.outputFrame_4) - self.label_77.setGeometry(QtCore.QRect(10, 50, 170, 25)) - self.label_77.setObjectName("label_77") - self.label_78 = QtWidgets.QLabel(self.outputFrame_4) - self.label_78.setGeometry(QtCore.QRect(10, 80, 150, 25)) - self.label_78.setObjectName("label_78") - self.labl123_4 = QtWidgets.QLabel(self.outputFrame_4) - self.labl123_4.setGeometry(QtCore.QRect(10, 110, 150, 25)) - self.labl123_4.setObjectName("labl123_4") - self.t_4 = QtWidgets.QLabel(self.outputFrame_4) - self.t_4.setGeometry(QtCore.QRect(10, 140, 130, 25)) - self.t_4.setObjectName("t_4") - self.label_79 = QtWidgets.QLabel(self.outputFrame_4) - self.label_79.setGeometry(QtCore.QRect(10, 230, 130, 25)) - self.label_79.setObjectName("label_79") - self.label_80 = QtWidgets.QLabel(self.outputFrame_4) - self.label_80.setGeometry(QtCore.QRect(10, 290, 130, 25)) - self.label_80.setObjectName("label_80") - self.label_81 = QtWidgets.QLabel(self.outputFrame_4) - self.label_81.setGeometry(QtCore.QRect(10, 380, 130, 25)) - self.label_81.setObjectName("label_81") - self.label_82 = QtWidgets.QLabel(self.outputFrame_4) - self.label_82.setGeometry(QtCore.QRect(10, 440, 160, 25)) - self.label_82.setObjectName("label_82") - self.label_83 = QtWidgets.QLabel(self.outputFrame_4) - self.label_83.setGeometry(QtCore.QRect(10, 260, 130, 25)) - self.label_83.setObjectName("label_83") - self.label_84 = QtWidgets.QLabel(self.outputFrame_4) - self.label_84.setGeometry(QtCore.QRect(4, 350, 130, 25)) - self.label_84.setObjectName("label_84") - self.label_85 = QtWidgets.QLabel(self.outputFrame_4) - self.label_85.setGeometry(QtCore.QRect(10, 320, 140, 25)) - self.label_85.setObjectName("label_85") - self.label_86 = QtWidgets.QLabel(self.outputFrame_4) - self.label_86.setGeometry(QtCore.QRect(10, 510, 130, 25)) - self.label_86.setObjectName("label_86") - self.label_87 = QtWidgets.QLabel(self.outputFrame_4) - self.label_87.setGeometry(QtCore.QRect(10, 410, 170, 25)) - self.label_87.setObjectName("label_87") - self.label_88 = QtWidgets.QLabel(self.outputFrame_4) - self.label_88.setGeometry(QtCore.QRect(10, 540, 160, 25)) - self.label_88.setObjectName("label_88") - self.label_89 = QtWidgets.QLabel(self.outputFrame_4) - self.label_89.setGeometry(QtCore.QRect(4, 480, 130, 25)) - self.label_89.setObjectName("label_89") - self.txtExtMomnt_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtExtMomnt_4.setGeometry(QtCore.QRect(180, 540, 130, 25)) - self.txtExtMomnt_4.setReadOnly(True) - self.txtExtMomnt_4.setObjectName("txtExtMomnt_4") - self.txtMomntCapacity_4 = QtWidgets.QLineEdit(self.outputFrame_4) - self.txtMomntCapacity_4.setGeometry(QtCore.QRect(180, 570, 130, 25)) - self.txtMomntCapacity_4.setReadOnly(True) - self.txtMomntCapacity_4.setObjectName("txtMomntCapacity_4") - self.label_90 = QtWidgets.QLabel(self.outputFrame_4) - self.label_90.setGeometry(QtCore.QRect(10, 570, 170, 25)) - self.label_90.setObjectName("label_90") - self.lbl_col_4 = QtWidgets.QLabel(self.outputFrame_4) - self.lbl_col_4.setGeometry(QtCore.QRect(10, 200, 130, 25)) - self.lbl_col_4.setObjectName("lbl_col_4") - self.lbl_row_4 = QtWidgets.QLabel(self.outputFrame_4) - self.lbl_row_4.setGeometry(QtCore.QRect(10, 170, 130, 25)) - self.lbl_row_4.setObjectName("lbl_row_4") - self.lineEdit_7 = QtWidgets.QLineEdit(self.outputFrame_4) - self.lineEdit_7.setGeometry(QtCore.QRect(180, 170, 130, 25)) - self.lineEdit_7.setObjectName("lineEdit_7") - self.lineEdit_8 = QtWidgets.QLineEdit(self.outputFrame_4) - self.lineEdit_8.setGeometry(QtCore.QRect(180, 200, 130, 25)) - self.lineEdit_8.setObjectName("lineEdit_8") - self.label_91 = QtWidgets.QLabel(self.outputFrame_4) - self.label_91.setGeometry(QtCore.QRect(120, 0, 60, 31)) - self.label_91.setObjectName("label_91") - self.pushButton_4 = QtWidgets.QPushButton(self.outputFrame_4) - self.pushButton_4.setGeometry(QtCore.QRect(20, 620, 40, 50)) - self.pushButton_4.setText("") - self.pushButton_4.setIcon(icon6) - self.pushButton_4.setIconSize(QtCore.QSize(40, 50)) - self.pushButton_4.setCheckable(False) - self.pushButton_4.setAutoDefault(False) - self.pushButton_4.setDefault(False) - self.pushButton_4.setFlat(False) - self.pushButton_4.setObjectName("pushButton_4") - self.btnReset_4 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnReset_4.setGeometry(QtCore.QRect(90, 1209, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnReset_4.setFont(font) - self.btnReset_4.setObjectName("btnReset_4") - self.btnDesign_4 = QtWidgets.QPushButton(self.dockWidgetContents) - self.btnDesign_4.setGeometry(QtCore.QRect(210, 1209, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btnDesign_4.setFont(font) - self.btnDesign_4.setAutoDefault(False) - self.btnDesign_4.setDefault(False) - self.btnDesign_4.setFlat(False) - self.btnDesign_4.setObjectName("btnDesign_4") - self.txt_plateWidth = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_plateWidth.setGeometry(QtCore.QRect(150, 500, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_plateWidth.setFont(font) - self.txt_plateWidth.setObjectName("txt_plateWidth") - self.btn_Reset = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Reset.setGeometry(QtCore.QRect(20, 660, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btn_Reset.setFont(font) - self.btn_Reset.setAutoDefault(True) - self.btn_Reset.setObjectName("btn_Reset") - self.btn_Design = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Design.setGeometry(QtCore.QRect(140, 660, 100, 30)) - font = QtGui.QFont() - font.setPointSize(12) - font.setBold(True) - font.setWeight(75) - self.btn_Design.setFont(font) - self.btn_Design.setAutoDefault(True) - self.btn_Design.setObjectName("btn_Design") - self.combo_flangeSize = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_flangeSize.setGeometry(QtCore.QRect(150, 590, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_flangeSize.setFont(font) - self.combo_flangeSize.setFocusPolicy(QtCore.Qt.WheelFocus) - self.combo_flangeSize.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_flangeSize.setMaxVisibleItems(5) - self.combo_flangeSize.setSizeAdjustPolicy(QtWidgets.QComboBox.AdjustToMinimumContentsLengthWithIcon) - self.combo_flangeSize.setObjectName("combo_flangeSize") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.combo_flangeSize.addItem("") - self.lbl_connectivity = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_connectivity.setGeometry(QtCore.QRect(190, 50, 81, 51)) - self.lbl_connectivity.setScaledContents(True) - self.lbl_connectivity.setObjectName("lbl_connectivity") - self.lbl_moment = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_moment.setGeometry(QtCore.QRect(6, 221, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_moment.setFont(font) - self.lbl_moment.setObjectName("lbl_moment") - self.txt_Moment = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Moment.setGeometry(QtCore.QRect(150, 221, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Moment.setFont(font) - self.txt_Moment.setObjectName("txt_Moment") - self.lbl_axial = QtWidgets.QLabel(self.dockWidgetContents) - self.lbl_axial.setGeometry(QtCore.QRect(6, 281, 151, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_axial.setFont(font) - self.lbl_axial.setObjectName("lbl_axial") - self.txt_Axial = QtWidgets.QLineEdit(self.dockWidgetContents) - self.txt_Axial.setGeometry(QtCore.QRect(150, 281, 160, 27)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.txt_Axial.setFont(font) - self.txt_Axial.setObjectName("txt_Axial") - self.combo_webSize = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_webSize.setGeometry(QtCore.QRect(150, 620, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_webSize.setFont(font) - self.combo_webSize.setFocusPolicy(QtCore.Qt.WheelFocus) - self.combo_webSize.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_webSize.setMaxVisibleItems(5) - self.combo_webSize.setSizeAdjustPolicy(QtWidgets.QComboBox.AdjustToMinimumContentsLengthWithIcon) - self.combo_webSize.setObjectName("combo_webSize") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.combo_webSize.addItem("") - self.label_92 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_92.setGeometry(QtCore.QRect(6, 620, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_92.setFont(font) - self.label_92.setObjectName("label_92") - self.label_93 = QtWidgets.QLabel(self.dockWidgetContents) - self.label_93.setGeometry(QtCore.QRect(6, 560, 141, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_93.setFont(font) - self.label_93.setObjectName("label_93") - self.combo_weld_method = QtWidgets.QComboBox(self.dockWidgetContents) - self.combo_weld_method.setGeometry(QtCore.QRect(150, 560, 160, 27)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.combo_weld_method.setFont(font) - self.combo_weld_method.setStyleSheet("QComboBox { combobox-popup: 0; }") - self.combo_weld_method.setMaxVisibleItems(5) - self.combo_weld_method.setObjectName("combo_weld_method") - self.combo_weld_method.addItem("") - self.combo_weld_method.addItem("") - self.inputDock.setWidget(self.dockWidgetContents) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(1), self.inputDock) - self.outputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputDock.sizePolicy().hasHeightForWidth()) - self.outputDock.setSizePolicy(sizePolicy) - self.outputDock.setMinimumSize(QtCore.QSize(125, 710)) - self.outputDock.setMaximumSize(QtCore.QSize(310, 710)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - self.outputDock.setFont(font) - self.outputDock.setObjectName("outputDock") - self.dockWidgetContents_2 = QtWidgets.QWidget() - self.dockWidgetContents_2.setObjectName("dockWidgetContents_2") - self.txt_noBolts = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_noBolts.setGeometry(QtCore.QRect(202, 210, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_noBolts.setFont(font) - self.txt_noBolts.setReadOnly(True) - self.txt_noBolts.setObjectName("txt_noBolts") - self.t_7 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.t_7.setGeometry(QtCore.QRect(2, 210, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.t_7.setFont(font) - self.t_7.setObjectName("t_7") - self.txt_tensionCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_tensionCapacity.setGeometry(QtCore.QRect(202, 60, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_tensionCapacity.setFont(font) - self.txt_tensionCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_tensionCapacity.setText("") - self.txt_tensionCapacity.setReadOnly(True) - self.txt_tensionCapacity.setObjectName("txt_tensionCapacity") - self.txt_crossGauge = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_crossGauge.setGeometry(QtCore.QRect(202, 330, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_crossGauge.setFont(font) - self.txt_crossGauge.setReadOnly(True) - self.txt_crossGauge.setObjectName("txt_crossGauge") - self.txt_rowBolts = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_rowBolts.setGeometry(QtCore.QRect(202, 240, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_rowBolts.setFont(font) - self.txt_rowBolts.setReadOnly(True) - self.txt_rowBolts.setObjectName("txt_rowBolts") - self.label_152 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_152.setGeometry(QtCore.QRect(2, 330, 211, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_152.setFont(font) - self.label_152.setObjectName("label_152") - self.txt_bearCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_bearCapacity.setGeometry(QtCore.QRect(202, 120, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_bearCapacity.setFont(font) - self.txt_bearCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_bearCapacity.setReadOnly(True) - self.txt_bearCapacity.setObjectName("txt_bearCapacity") - self.label_154 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_154.setGeometry(QtCore.QRect(2, 270, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_154.setFont(font) - self.label_154.setObjectName("label_154") - self.txt_endDist = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_endDist.setGeometry(QtCore.QRect(202, 360, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_endDist.setFont(font) - self.txt_endDist.setReadOnly(True) - self.txt_endDist.setObjectName("txt_endDist") - self.lbl_row_7 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.lbl_row_7.setGeometry(QtCore.QRect(2, 240, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.lbl_row_7.setFont(font) - self.lbl_row_7.setObjectName("lbl_row_7") - self.label_155 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_155.setGeometry(QtCore.QRect(2, 360, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_155.setFont(font) - self.label_155.setObjectName("label_155") - self.label_156 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_156.setGeometry(QtCore.QRect(2, 60, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_156.setFont(font) - self.label_156.setObjectName("label_156") - self.label_157 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_157.setGeometry(QtCore.QRect(-1, 5, 66, 20)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setItalic(True) - font.setUnderline(False) - font.setWeight(50) - font.setKerning(False) - self.label_157.setFont(font) - self.label_157.setObjectName("label_157") - self.label_158 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_158.setGeometry(QtCore.QRect(2, 120, 179, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_158.setFont(font) - self.label_158.setObjectName("label_158") - self.label_161 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_161.setGeometry(QtCore.QRect(-1, 430, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_161.setFont(font) - self.label_161.setObjectName("label_161") - self.txt_criticalWeb = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_criticalWeb.setGeometry(QtCore.QRect(202, 550, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_criticalWeb.setFont(font) - self.txt_criticalWeb.setReadOnly(True) - self.txt_criticalWeb.setObjectName("txt_criticalWeb") - self.label_163 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_163.setGeometry(QtCore.QRect(2, 520, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_163.setFont(font) - self.label_163.setObjectName("label_163") - self.label_164 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_164.setGeometry(QtCore.QRect(2, 550, 191, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_164.setFont(font) - self.label_164.setObjectName("label_164") - self.txt_criticalFlange = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_criticalFlange.setGeometry(QtCore.QRect(202, 520, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_criticalFlange.setFont(font) - self.txt_criticalFlange.setReadOnly(True) - self.txt_criticalFlange.setObjectName("txt_criticalFlange") - self.label_166 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_166.setGeometry(QtCore.QRect(-1, 490, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_166.setFont(font) - self.label_166.setObjectName("label_166") - self.btn_SaveMessages = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_SaveMessages.setGeometry(QtCore.QRect(50, 614, 200, 30)) - self.btn_SaveMessages.setAutoDefault(True) - self.btn_SaveMessages.setObjectName("btn_SaveMessages") - self.btn_CreateDesign = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_CreateDesign.setGeometry(QtCore.QRect(50, 650, 200, 30)) - self.btn_CreateDesign.setAutoDefault(True) - self.btn_CreateDesign.setObjectName("btn_CreateDesign") - self.label_10 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_10.setGeometry(QtCore.QRect(2, 180, 200, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_10.setFont(font) - self.label_10.setObjectName("label_10") - self.txt_boltgrpcapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_boltgrpcapacity.setGeometry(QtCore.QRect(202, 180, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_boltgrpcapacity.setFont(font) - self.txt_boltgrpcapacity.setReadOnly(True) - self.txt_boltgrpcapacity.setObjectName("txt_boltgrpcapacity") - self.label_159 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_159.setGeometry(QtCore.QRect(-1, 30, 211, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_159.setFont(font) - self.label_159.setObjectName("label_159") - self.txt_tensionCritical = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_tensionCritical.setGeometry(QtCore.QRect(202, 30, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_tensionCritical.setFont(font) - self.txt_tensionCritical.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_tensionCritical.setText("") - self.txt_tensionCritical.setReadOnly(True) - self.txt_tensionCritical.setObjectName("txt_tensionCritical") - self.txt_gauge = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_gauge.setGeometry(QtCore.QRect(202, 300, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_gauge.setFont(font) - self.txt_gauge.setReadOnly(True) - self.txt_gauge.setObjectName("txt_gauge") - self.label_165 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_165.setGeometry(QtCore.QRect(0, 300, 131, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_165.setFont(font) - self.label_165.setObjectName("label_165") - self.txt_shearCapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_shearCapacity.setGeometry(QtCore.QRect(202, 90, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_shearCapacity.setFont(font) - self.txt_shearCapacity.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_shearCapacity.setReadOnly(True) - self.txt_shearCapacity.setObjectName("txt_shearCapacity") - self.label_167 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_167.setGeometry(QtCore.QRect(2, 90, 179, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_167.setFont(font) - self.label_167.setObjectName("label_167") - self.label_11 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_11.setGeometry(QtCore.QRect(2, 150, 200, 22)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_11.setFont(font) - self.label_11.setObjectName("label_11") - self.btn_plateDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_plateDetail.setGeometry(QtCore.QRect(202, 430, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_plateDetail.setFont(font) - self.btn_plateDetail.setObjectName("btn_plateDetail") - self.label_162 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_162.setGeometry(QtCore.QRect(-1, 460, 130, 25)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_162.setFont(font) - self.label_162.setObjectName("label_162") - self.btn_stiffnrDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_stiffnrDetail.setGeometry(QtCore.QRect(202, 460, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_stiffnrDetail.setFont(font) - self.btn_stiffnrDetail.setObjectName("btn_stiffnrDetail") - self.label_160 = QtWidgets.QLabel(self.dockWidgetContents_2) - self.label_160.setGeometry(QtCore.QRect(0, 390, 201, 25)) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - self.label_160.setFont(font) - self.label_160.setObjectName("label_160") - self.txt_edgeDist = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_edgeDist.setGeometry(QtCore.QRect(202, 390, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_edgeDist.setFont(font) - self.txt_edgeDist.setReadOnly(True) - self.txt_edgeDist.setObjectName("txt_edgeDist") - self.txt_boltcapacity = QtWidgets.QLineEdit(self.dockWidgetContents_2) - self.txt_boltcapacity.setGeometry(QtCore.QRect(202, 150, 100, 25)) - font = QtGui.QFont() - font.setBold(False) - font.setWeight(50) - self.txt_boltcapacity.setFont(font) - self.txt_boltcapacity.setText("") - self.txt_boltcapacity.setReadOnly(True) - self.txt_boltcapacity.setObjectName("txt_boltcapacity") - self.btn_pitchDetail = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_pitchDetail.setGeometry(QtCore.QRect(202, 270, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_pitchDetail.setFont(font) - self.btn_pitchDetail.setObjectName("btn_pitchDetail") - self.btn_weldDetails = QtWidgets.QPushButton(self.dockWidgetContents_2) - self.btn_weldDetails.setGeometry(QtCore.QRect(202, 490, 101, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.btn_weldDetails.setFont(font) - self.btn_weldDetails.setObjectName("btn_weldDetails") - self.txt_noBolts.raise_() - self.t_7.raise_() - self.txt_tensionCapacity.raise_() - self.txt_crossGauge.raise_() - self.txt_rowBolts.raise_() - self.label_152.raise_() - self.txt_bearCapacity.raise_() - self.label_154.raise_() - self.txt_endDist.raise_() - self.lbl_row_7.raise_() - self.label_155.raise_() - self.label_156.raise_() - self.label_157.raise_() - self.label_158.raise_() - self.label_161.raise_() - self.txt_criticalWeb.raise_() - self.label_163.raise_() - self.label_164.raise_() - self.txt_criticalFlange.raise_() - self.label_166.raise_() - self.btn_SaveMessages.raise_() - self.btn_CreateDesign.raise_() - self.label_10.raise_() - self.txt_boltgrpcapacity.raise_() - self.txt_tensionCritical.raise_() - self.txt_gauge.raise_() - self.label_165.raise_() - self.label_159.raise_() - self.txt_shearCapacity.raise_() - self.label_167.raise_() - self.label_11.raise_() - self.txt_boltcapacity.raise_() - self.btn_plateDetail.raise_() - self.label_162.raise_() - self.btn_stiffnrDetail.raise_() - self.label_160.raise_() - self.txt_edgeDist.raise_() - self.btn_pitchDetail.raise_() - self.btn_weldDetails.raise_() - self.outputDock.setWidget(self.dockWidgetContents_2) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(2), self.outputDock) - self.actionInput = QtWidgets.QAction(MainWindow) - icon7 = QtGui.QIcon() - icon7.addPixmap(QtGui.QPixmap(":/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInput.setIcon(icon7) - self.actionInput.setObjectName("actionInput") - self.actionInputwindow = QtWidgets.QAction(MainWindow) - icon8 = QtGui.QIcon() - icon8.addPixmap(QtGui.QPixmap(":/images/inputview.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInputwindow.setIcon(icon8) - self.actionInputwindow.setObjectName("actionInputwindow") - self.actionNew = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setBold(False) - font.setItalic(False) - font.setUnderline(False) - font.setWeight(50) - self.actionNew.setFont(font) - self.actionNew.setObjectName("actionNew") - self.action_load_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.action_load_input.setFont(font) - self.action_load_input.setObjectName("action_load_input") - self.action_save_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.action_save_input.setFont(font) - self.action_save_input.setObjectName("action_save_input") - self.actionSave_As = QtWidgets.QAction(MainWindow) - self.actionSave_As.setObjectName("actionSave_As") - self.actionPrint = QtWidgets.QAction(MainWindow) - self.actionPrint.setObjectName("actionPrint") - self.actionClear = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionClear.setFont(font) - self.actionClear.setObjectName("actionClear") - self.actionCopy = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCopy.setFont(font) - self.actionCopy.setObjectName("actionCopy") - self.actionPaste = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPaste.setFont(font) - self.actionPaste.setObjectName("actionPaste") - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser.setObjectName("actionInput_Browser") - self.actionOutput_Browser = QtWidgets.QAction(MainWindow) - self.actionOutput_Browser.setObjectName("actionOutput_Browser") - self.actionAbout_Osdag = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionAbout_Osdag.setFont(font) - self.actionAbout_Osdag.setObjectName("actionAbout_Osdag") - self.actionBeam = QtWidgets.QAction(MainWindow) - self.actionBeam.setObjectName("actionBeam") - self.actionColumn = QtWidgets.QAction(MainWindow) - self.actionColumn.setObjectName("actionColumn") - self.actionFinplate = QtWidgets.QAction(MainWindow) - self.actionFinplate.setObjectName("actionFinplate") - self.actionBolt = QtWidgets.QAction(MainWindow) - self.actionBolt.setObjectName("actionBolt") - self.action2D_view = QtWidgets.QAction(MainWindow) - self.action2D_view.setObjectName("action2D_view") - self.actionZoom_in = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_in.setFont(font) - self.actionZoom_in.setObjectName("actionZoom_in") - self.actionZoom_out = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_out.setFont(font) - self.actionZoom_out.setObjectName("actionZoom_out") - self.actionPan = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPan.setFont(font) - self.actionPan.setObjectName("actionPan") - self.actionRotate_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionRotate_3D_model.setFont(font) - self.actionRotate_3D_model.setObjectName("actionRotate_3D_model") - self.actionView_2D_on_XY = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_XY.setObjectName("actionView_2D_on_XY") - self.actionView_2D_on_YZ = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_YZ.setObjectName("actionView_2D_on_YZ") - self.actionView_2D_on_ZX = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_ZX.setObjectName("actionView_2D_on_ZX") - self.actionModel = QtWidgets.QAction(MainWindow) - self.actionModel.setObjectName("actionModel") - self.actionEnlarge_font_size = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionEnlarge_font_size.setFont(font) - self.actionEnlarge_font_size.setObjectName("actionEnlarge_font_size") - self.actionReduce_font_size = QtWidgets.QAction(MainWindow) - self.actionReduce_font_size.setObjectName("actionReduce_font_size") - self.actionSave_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_3D_model.setFont(font) - self.actionSave_3D_model.setObjectName("actionSave_3D_model") - self.actionSave_current_image = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_current_image.setFont(font) - self.actionSave_current_image.setObjectName("actionSave_current_image") - self.actionSave_log_messages = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_log_messages.setFont(font) - self.actionSave_log_messages.setObjectName("actionSave_log_messages") - self.actionCreate_design_report = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCreate_design_report.setFont(font) - self.actionCreate_design_report.setObjectName("actionCreate_design_report") - self.actionQuit_fin_plate_design = QtWidgets.QAction(MainWindow) - self.actionQuit_fin_plate_design.setObjectName("actionQuit_fin_plate_design") - self.actionSave_Front_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Front_View.setFont(font) - self.actionSave_Front_View.setObjectName("actionSave_Front_View") - self.actionSave_Top_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Top_View.setFont(font) - self.actionSave_Top_View.setObjectName("actionSave_Top_View") - self.actionSave_Side_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Side_View.setFont(font) - self.actionSave_Side_View.setObjectName("actionSave_Side_View") - self.actionChange_bg_color = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("Verdana") - self.actionChange_bg_color.setFont(font) - self.actionChange_bg_color.setObjectName("actionChange_bg_color") - self.actionShow_beam = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.actionShow_beam.setFont(font) - self.actionShow_beam.setObjectName("actionShow_beam") - self.actionShow_column = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionShow_column.setFont(font) - self.actionShow_column.setObjectName("actionShow_column") - self.actionShow_connector = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionShow_connector.setFont(font) - self.actionShow_connector.setObjectName("actionShow_connector") - self.actionChange_background = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionChange_background.setFont(font) - self.actionChange_background.setObjectName("actionChange_background") - self.actionShow_all = QtWidgets.QAction(MainWindow) - self.actionShow_all.setObjectName("actionShow_all") - self.actionDesign_examples = QtWidgets.QAction(MainWindow) - self.actionDesign_examples.setObjectName("actionDesign_examples") - self.actionSample_Problems = QtWidgets.QAction(MainWindow) - self.actionSample_Problems.setObjectName("actionSample_Problems") - self.actionSample_Tutorials = QtWidgets.QAction(MainWindow) - self.actionSample_Tutorials.setObjectName("actionSample_Tutorials") - self.actionAbout_Osdag_2 = QtWidgets.QAction(MainWindow) - self.actionAbout_Osdag_2.setObjectName("actionAbout_Osdag_2") - self.actionOsdag_Manual = QtWidgets.QAction(MainWindow) - self.actionOsdag_Manual.setObjectName("actionOsdag_Manual") - self.actionAsk_Us_a_Question = QtWidgets.QAction(MainWindow) - self.actionAsk_Us_a_Question.setObjectName("actionAsk_Us_a_Question") - self.actionFAQ = QtWidgets.QAction(MainWindow) - self.actionFAQ.setObjectName("actionFAQ") - self.actionDesign_Preferences = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Serif") - self.actionDesign_Preferences.setFont(font) - self.actionDesign_Preferences.setObjectName("actionDesign_Preferences") - self.actionfinPlate_quit = QtWidgets.QAction(MainWindow) - self.actionfinPlate_quit.setObjectName("actionfinPlate_quit") - self.actio_load_input = QtWidgets.QAction(MainWindow) - self.actio_load_input.setObjectName("actio_load_input") - self.menuFile.addAction(self.action_load_input) - self.menuFile.addSeparator() - self.menuFile.addAction(self.action_save_input) - self.menuFile.addAction(self.actionSave_log_messages) - self.menuFile.addAction(self.actionCreate_design_report) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_3D_model) - self.menuFile.addAction(self.actionSave_current_image) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_Front_View) - self.menuFile.addAction(self.actionSave_Top_View) - self.menuFile.addAction(self.actionSave_Side_View) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionfinPlate_quit) - self.menuEdit.addAction(self.actionClear) - self.menuEdit.addAction(self.actionCopy) - self.menuEdit.addAction(self.actionPaste) - self.menuEdit.addAction(self.actionDesign_Preferences) - self.menuView.addAction(self.actionEnlarge_font_size) - self.menuView.addSeparator() - self.menuHelp.addAction(self.actionSample_Tutorials) - self.menuHelp.addAction(self.actionDesign_examples) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.actionAsk_Us_a_Question) - self.menuHelp.addAction(self.actionAbout_Osdag_2) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionZoom_in) - self.menuGraphics.addAction(self.actionZoom_out) - self.menuGraphics.addAction(self.actionPan) - self.menuGraphics.addAction(self.actionRotate_3D_model) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionShow_beam) - self.menuGraphics.addAction(self.actionShow_connector) - self.menuGraphics.addAction(self.actionShow_all) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionChange_background) - self.menubar.addAction(self.menuFile.menuAction()) - self.menubar.addAction(self.menuEdit.menuAction()) - self.menubar.addAction(self.menuView.menuAction()) - self.menubar.addAction(self.menuGraphics.menuAction()) - self.menubar.addAction(self.menuHelp.menuAction()) - - self.retranslateUi(MainWindow) - self.mytabWidget.setCurrentIndex(-1) - self.combo_beamSec.setCurrentIndex(-1) - self.combo_plateThick.setCurrentIndex(0) - self.combo_flangeSize.setCurrentIndex(0) - self.combo_webSize.setCurrentIndex(0) - self.combo_weld_method.setCurrentIndex(0) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - MainWindow.setTabOrder(self.combo_connLoc, self.combo_beamSec) - MainWindow.setTabOrder(self.combo_beamSec, self.txt_Fu) - MainWindow.setTabOrder(self.txt_Fu, self.txt_Fy) - MainWindow.setTabOrder(self.txt_Fy, self.txt_Moment) - MainWindow.setTabOrder(self.txt_Moment, self.txt_Shear) - MainWindow.setTabOrder(self.txt_Shear, self.txt_Axial) - MainWindow.setTabOrder(self.txt_Axial, self.combo_diameter) - MainWindow.setTabOrder(self.combo_diameter, self.combo_type) - MainWindow.setTabOrder(self.combo_type, self.combo_grade) - MainWindow.setTabOrder(self.combo_grade, self.combo_plateThick) - MainWindow.setTabOrder(self.combo_plateThick, self.txt_plateHeight) - MainWindow.setTabOrder(self.txt_plateHeight, self.txt_plateWidth) - MainWindow.setTabOrder(self.txt_plateWidth, self.combo_flangeSize) - MainWindow.setTabOrder(self.combo_flangeSize, self.combo_webSize) - MainWindow.setTabOrder(self.combo_webSize, self.btn_Design) - MainWindow.setTabOrder(self.btn_Design, self.btn_Reset) - MainWindow.setTabOrder(self.btn_Reset, self.btnInput) - MainWindow.setTabOrder(self.btnInput, self.btnOutput) - MainWindow.setTabOrder(self.btnOutput, self.btnFront) - MainWindow.setTabOrder(self.btnFront, self.btnSide) - MainWindow.setTabOrder(self.btnSide, self.btnTop) - MainWindow.setTabOrder(self.btnTop, self.btn3D) - MainWindow.setTabOrder(self.btn3D, self.chkBx_beamSec) - MainWindow.setTabOrder(self.chkBx_beamSec, self.chkBx_connector) - MainWindow.setTabOrder(self.chkBx_connector, self.txt_tensionCritical) - MainWindow.setTabOrder(self.txt_tensionCritical, self.txt_tensionCapacity) - MainWindow.setTabOrder(self.txt_tensionCapacity, self.txt_shearCapacity) - MainWindow.setTabOrder(self.txt_shearCapacity, self.txt_bearCapacity) - MainWindow.setTabOrder(self.txt_bearCapacity, self.txt_boltgrpcapacity) - MainWindow.setTabOrder(self.txt_boltgrpcapacity, self.txt_noBolts) - MainWindow.setTabOrder(self.txt_noBolts, self.txt_rowBolts) - MainWindow.setTabOrder(self.txt_rowBolts, self.txt_gauge) - MainWindow.setTabOrder(self.txt_gauge, self.txt_crossGauge) - MainWindow.setTabOrder(self.txt_crossGauge, self.txt_endDist) - MainWindow.setTabOrder(self.txt_endDist, self.txt_criticalFlange) - MainWindow.setTabOrder(self.txt_criticalFlange, self.txt_criticalWeb) - MainWindow.setTabOrder(self.txt_criticalWeb, self.btn_SaveMessages) - MainWindow.setTabOrder(self.btn_SaveMessages, self.btn_CreateDesign) - MainWindow.setTabOrder(self.btn_CreateDesign, self.btnReset_3) - MainWindow.setTabOrder(self.btnReset_3, self.btnDesign_3) - MainWindow.setTabOrder(self.btnDesign_3, self.txtShrCapacity_4) - MainWindow.setTabOrder(self.txtShrCapacity_4, self.txtbearCapacity_4) - MainWindow.setTabOrder(self.txtbearCapacity_4, self.txtBoltCapacity_4) - MainWindow.setTabOrder(self.txtBoltCapacity_4, self.txtNoBolts_4) - MainWindow.setTabOrder(self.txtNoBolts_4, self.txtPitch_4) - MainWindow.setTabOrder(self.txtPitch_4, self.txtGuage_4) - MainWindow.setTabOrder(self.txtGuage_4, self.txtEndDist_4) - MainWindow.setTabOrder(self.txtEndDist_4, self.txtEdgeDist_4) - MainWindow.setTabOrder(self.txtEdgeDist_4, self.txtWeldThick_4) - MainWindow.setTabOrder(self.txtWeldThick_4, self.txtResltShr_4) - MainWindow.setTabOrder(self.txtResltShr_4, self.txtWeldStrng_4) - MainWindow.setTabOrder(self.txtWeldStrng_4, self.txtPlateThick_4) - MainWindow.setTabOrder(self.txtPlateThick_4, self.txtExtMomnt_4) - MainWindow.setTabOrder(self.txtExtMomnt_4, self.txtMomntCapacity_4) - MainWindow.setTabOrder(self.txtMomntCapacity_4, self.lineEdit_7) - MainWindow.setTabOrder(self.lineEdit_7, self.lineEdit_8) - MainWindow.setTabOrder(self.lineEdit_8, self.pushButton_4) - MainWindow.setTabOrder(self.pushButton_4, self.btnReset_4) - MainWindow.setTabOrder(self.btnReset_4, self.btnDesign_4) - MainWindow.setTabOrder(self.btnDesign_4, self.txtShrCapacity_2) - MainWindow.setTabOrder(self.txtShrCapacity_2, self.txtNoBolts_2) - MainWindow.setTabOrder(self.txtNoBolts_2, self.txtBoltCapacity_2) - MainWindow.setTabOrder(self.txtBoltCapacity_2, self.textEdit) - MainWindow.setTabOrder(self.textEdit, self.txtbearCapacity_2) - MainWindow.setTabOrder(self.txtbearCapacity_2, self.txtBoltCapacity_3) - MainWindow.setTabOrder(self.txtBoltCapacity_3, self.btnReset_2) - MainWindow.setTabOrder(self.btnReset_2, self.txtPitch_3) - MainWindow.setTabOrder(self.txtPitch_3, self.txtEndDist_3) - MainWindow.setTabOrder(self.txtEndDist_3, self.txtNoBolts_3) - MainWindow.setTabOrder(self.txtNoBolts_3, self.txtGuage_2) - MainWindow.setTabOrder(self.txtGuage_2, self.txtWeldThick_3) - MainWindow.setTabOrder(self.txtWeldThick_3, self.txtEdgeDist_3) - MainWindow.setTabOrder(self.txtEdgeDist_3, self.txtExtMomnt_3) - MainWindow.setTabOrder(self.txtExtMomnt_3, self.txtPlateThick_3) - MainWindow.setTabOrder(self.txtPlateThick_3, self.lineEdit_5) - MainWindow.setTabOrder(self.lineEdit_5, self.txtMomntCapacity_3) - MainWindow.setTabOrder(self.txtMomntCapacity_3, self.txtPitch_2) - MainWindow.setTabOrder(self.txtPitch_2, self.txtShrCapacity_3) - MainWindow.setTabOrder(self.txtShrCapacity_3, self.txtResltShr_3) - MainWindow.setTabOrder(self.txtResltShr_3, self.txtWeldStrng_3) - MainWindow.setTabOrder(self.txtWeldStrng_3, self.txtbearCapacity_3) - MainWindow.setTabOrder(self.txtbearCapacity_3, self.txtEndDist_2) - MainWindow.setTabOrder(self.txtEndDist_2, self.txtEdgeDist_2) - MainWindow.setTabOrder(self.txtEdgeDist_2, self.txtWeldStrng_2) - MainWindow.setTabOrder(self.txtWeldStrng_2, self.txtWeldThick_2) - MainWindow.setTabOrder(self.txtWeldThick_2, self.txtResltShr_2) - MainWindow.setTabOrder(self.txtResltShr_2, self.txtPlateThick_2) - MainWindow.setTabOrder(self.txtPlateThick_2, self.txtExtMomnt_2) - MainWindow.setTabOrder(self.txtExtMomnt_2, self.txtMomntCapacity_2) - MainWindow.setTabOrder(self.txtMomntCapacity_2, self.lineEdit_3) - MainWindow.setTabOrder(self.lineEdit_3, self.lineEdit_4) - MainWindow.setTabOrder(self.lineEdit_4, self.pushButton_3) - MainWindow.setTabOrder(self.pushButton_3, self.lineEdit_6) - MainWindow.setTabOrder(self.lineEdit_6, self.pushButton_2) - MainWindow.setTabOrder(self.pushButton_2, self.txtGuage_3) - MainWindow.setTabOrder(self.txtGuage_3, self.btnDesign_2) - - def retranslateUi(self, MainWindow): - _translate = QtCore.QCoreApplication.translate - MainWindow.setWindowTitle(_translate("MainWindow", "Extended End Plate")) - self.btnInput.setToolTip(_translate("MainWindow", "Left Dock")) - self.btnInput.setText(_translate("MainWindow", "input")) - self.btnOutput.setToolTip(_translate("MainWindow", "Right Dock")) - self.btnOutput.setText(_translate("MainWindow", "...")) - self.btnTop.setToolTip(_translate("MainWindow", "Top View")) - self.btnTop.setText(_translate("MainWindow", "...")) - self.btnFront.setToolTip(_translate("MainWindow", "Front View")) - self.btnFront.setText(_translate("MainWindow", "...")) - self.btnSide.setToolTip(_translate("MainWindow", "Side View")) - self.btnSide.setText(_translate("MainWindow", "...")) - self.btn3D.setToolTip(_translate("MainWindow", "3D Model")) - self.btn3D.setText(_translate("MainWindow", "Model")) - self.chkBx_beamSec.setToolTip(_translate("MainWindow", "Beam only")) - self.chkBx_beamSec.setText(_translate("MainWindow", "Beam")) - self.chkBx_connector.setToolTip(_translate("MainWindow", "Extendedplate only")) - self.chkBx_connector.setText(_translate("MainWindow", "Connector")) - self.menuFile.setTitle(_translate("MainWindow", "File")) - self.menuEdit.setTitle(_translate("MainWindow", "Edit")) - self.menuView.setTitle(_translate("MainWindow", "View")) - self.menuHelp.setTitle(_translate("MainWindow", "Help")) - self.menuGraphics.setTitle(_translate("MainWindow", "Graphics")) - self.inputDock.setWindowTitle(_translate("MainWindow", "Input dock")) - self.txt_Fy.setPlaceholderText(_translate("MainWindow", "000")) - self.lbl_beam1.setText(_translate("MainWindow", "

Beam section *

")) - self.combo_connLoc.setItemText(0, _translate("MainWindow", "Select type")) - self.combo_connLoc.setItemText(1, _translate("MainWindow", "Flush")) - self.combo_connLoc.setItemText(2, _translate("MainWindow", "Extended one way")) - self.combo_connLoc.setItemText(3, _translate("MainWindow", "Extended both ways")) - self.txt_Fu.setPlaceholderText(_translate("MainWindow", "000")) - self.label.setText(_translate("MainWindow", "

Connecting members

")) - self.label_4.setText(_translate("MainWindow", "

End plate type *

")) - self.lbl_fu.setText(_translate("MainWindow", "

fu (MPa) *

")) - self.lbl_fy.setText(_translate("MainWindow", "

fy (MPa) *

")) - self.label_18.setText(_translate("MainWindow", "

Factored loads

")) - self.lbl_shear.setText(_translate("MainWindow", "Vert. Shear (kN) *")) - self.label_5.setText(_translate("MainWindow", "

Bolt

")) - self.label_6.setText(_translate("MainWindow", "Grade *")) - self.label_7.setText(_translate("MainWindow", "

Diameter (mm) *

")) - self.label_8.setText(_translate("MainWindow", "Type *")) - self.combo_diameter.setItemText(0, _translate("MainWindow", "Select diameter")) - self.combo_diameter.setItemText(1, _translate("MainWindow", "12")) - self.combo_diameter.setItemText(2, _translate("MainWindow", "16")) - self.combo_diameter.setItemText(3, _translate("MainWindow", "20")) - self.combo_diameter.setItemText(4, _translate("MainWindow", "24")) - self.combo_diameter.setItemText(5, _translate("MainWindow", "30")) - self.combo_diameter.setItemText(6, _translate("MainWindow", "36")) - self.lbl_width_2.setText(_translate("MainWindow", "Width (mm)")) - self.label_40.setText(_translate("MainWindow", "

Plate

")) - self.label_41.setText(_translate("MainWindow", "

Thickness (mm) *

")) - self.txt_plateHeight.setPlaceholderText(_translate("MainWindow", "0")) - self.lbl_len_2.setText(_translate("MainWindow", "Height (mm)")) - self.combo_plateThick.setItemText(0, _translate("MainWindow", "Select plate thickness")) - self.combo_plateThick.setItemText(1, _translate("MainWindow", "6")) - self.combo_plateThick.setItemText(2, _translate("MainWindow", "8")) - self.combo_plateThick.setItemText(3, _translate("MainWindow", "10")) - self.combo_plateThick.setItemText(4, _translate("MainWindow", "12")) - self.combo_plateThick.setItemText(5, _translate("MainWindow", "14")) - self.combo_plateThick.setItemText(6, _translate("MainWindow", "16")) - self.combo_plateThick.setItemText(7, _translate("MainWindow", "18")) - self.combo_plateThick.setItemText(8, _translate("MainWindow", "20")) - self.combo_plateThick.setItemText(9, _translate("MainWindow", "22")) - self.combo_plateThick.setItemText(10, _translate("MainWindow", "24")) - self.combo_plateThick.setItemText(11, _translate("MainWindow", "26")) - self.combo_plateThick.setItemText(12, _translate("MainWindow", "30")) - self.label_42.setText(_translate("MainWindow", "

Weld

")) - self.label_43.setText(_translate("MainWindow", "

Flange (mm) *

")) - self.label_44.setText(_translate("MainWindow", "

Bolt

")) - self.label_45.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_46.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_2.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_2.setText(_translate("MainWindow", "No. of Bolts")) - self.label_47.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_48.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_49.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_50.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_51.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_52.setText(_translate("MainWindow", "

Weld

")) - self.label_53.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_54.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_55.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_56.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_57.setText(_translate("MainWindow", "

Plate

")) - self.label_58.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_2.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_2.setText(_translate("MainWindow", "No. of Row")) - self.label_59.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_2.setText(_translate("MainWindow", "Reset")) - self.btnDesign_2.setText(_translate("MainWindow", "Design")) - self.label_60.setText(_translate("MainWindow", "

Bolt

")) - self.label_61.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_62.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_3.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_3.setText(_translate("MainWindow", "No. of Bolts")) - self.label_63.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_64.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_65.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_66.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_67.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_68.setText(_translate("MainWindow", "

Weld

")) - self.label_69.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_70.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_71.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_72.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_73.setText(_translate("MainWindow", "

Plate

")) - self.label_74.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_3.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_3.setText(_translate("MainWindow", "No. of Row")) - self.label_75.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_3.setText(_translate("MainWindow", "Reset")) - self.btnDesign_3.setText(_translate("MainWindow", "Design")) - self.label_76.setText(_translate("MainWindow", "

Bolt

")) - self.label_77.setText(_translate("MainWindow", "Shear Capacity (kN)")) - self.label_78.setText(_translate("MainWindow", "

Bearing Capacity (kN)

")) - self.labl123_4.setText(_translate("MainWindow", "

Capacity of Bolt (kN)

")) - self.t_4.setText(_translate("MainWindow", "No. of Bolts")) - self.label_79.setText(_translate("MainWindow", "Pitch (mm)")) - self.label_80.setText(_translate("MainWindow", "End Distance (mm)")) - self.label_81.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_82.setText(_translate("MainWindow", "Weld Strength (kN/mm)")) - self.label_83.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_84.setText(_translate("MainWindow", "

Weld

")) - self.label_85.setText(_translate("MainWindow", "Edge Distance (mm)")) - self.label_86.setText(_translate("MainWindow", "Thickness (mm)")) - self.label_87.setText(_translate("MainWindow", "

Resultant Shear (kN/mm)

")) - self.label_88.setText(_translate("MainWindow", "External Moment (kNm)")) - self.label_89.setText(_translate("MainWindow", "

Plate

")) - self.label_90.setText(_translate("MainWindow", "Moment Capacity (KNm)")) - self.lbl_col_4.setText(_translate("MainWindow", "No. of Column")) - self.lbl_row_4.setText(_translate("MainWindow", "No. of Row")) - self.label_91.setText(_translate("MainWindow", "

OUTPUT

")) - self.btnReset_4.setText(_translate("MainWindow", "Reset")) - self.btnDesign_4.setText(_translate("MainWindow", "Design")) - self.txt_plateWidth.setPlaceholderText(_translate("MainWindow", "0")) - self.btn_Reset.setToolTip(_translate("MainWindow", "Alt+R")) - self.btn_Reset.setText(_translate("MainWindow", "Reset")) - self.btn_Reset.setShortcut(_translate("MainWindow", "Alt+R")) - self.btn_Design.setToolTip(_translate("MainWindow", "Alt+D")) - self.btn_Design.setText(_translate("MainWindow", "Design")) - self.btn_Design.setShortcut(_translate("MainWindow", "Alt+D")) - self.combo_flangeSize.setItemText(0, _translate("MainWindow", "Select weld size")) - self.combo_flangeSize.setItemText(1, _translate("MainWindow", "3")) - self.combo_flangeSize.setItemText(2, _translate("MainWindow", "4")) - self.combo_flangeSize.setItemText(3, _translate("MainWindow", "5")) - self.combo_flangeSize.setItemText(4, _translate("MainWindow", "6")) - self.combo_flangeSize.setItemText(5, _translate("MainWindow", "8")) - self.combo_flangeSize.setItemText(6, _translate("MainWindow", "10")) - self.combo_flangeSize.setItemText(7, _translate("MainWindow", "12")) - self.combo_flangeSize.setItemText(8, _translate("MainWindow", "14")) - self.combo_flangeSize.setItemText(9, _translate("MainWindow", "16")) - self.lbl_moment.setText(_translate("MainWindow", "Moment (kNm) *")) - self.lbl_axial.setText(_translate("MainWindow", "Axial Force (kN)")) - self.combo_webSize.setItemText(0, _translate("MainWindow", "Select weld size")) - self.combo_webSize.setItemText(1, _translate("MainWindow", "3")) - self.combo_webSize.setItemText(2, _translate("MainWindow", "4")) - self.combo_webSize.setItemText(3, _translate("MainWindow", "5")) - self.combo_webSize.setItemText(4, _translate("MainWindow", "6")) - self.combo_webSize.setItemText(5, _translate("MainWindow", "8")) - self.combo_webSize.setItemText(6, _translate("MainWindow", "10")) - self.combo_webSize.setItemText(7, _translate("MainWindow", "12")) - self.combo_webSize.setItemText(8, _translate("MainWindow", "14")) - self.combo_webSize.setItemText(9, _translate("MainWindow", "16")) - self.label_92.setText(_translate("MainWindow", "

Web (mm) *

")) - self.label_93.setText(_translate("MainWindow", "

Type *

")) - self.combo_weld_method.setItemText(0, _translate("MainWindow", "Fillet Weld")) - self.combo_weld_method.setItemText(1, _translate("MainWindow", "Groove Weld (CJP)")) - self.outputDock.setWindowTitle(_translate("MainWindow", "Output dock")) - self.t_7.setText(_translate("MainWindow", "No. of bolts required")) - self.label_152.setText(_translate("MainWindow", "Cross centre gauge (mm)")) - self.label_154.setText(_translate("MainWindow", "Pitch (mm)")) - self.lbl_row_7.setText(_translate("MainWindow", "No. of rows")) - self.label_155.setText(_translate("MainWindow", "End distance (mm)")) - self.label_156.setText(_translate("MainWindow", "Tension capacity (kN)")) - self.label_157.setText(_translate("MainWindow", "

Bolt

")) - self.label_158.setText(_translate("MainWindow", "

Bearing capacity (kN)

")) - self.label_161.setText(_translate("MainWindow", "

Plate

")) - self.label_163.setText(_translate("MainWindow", "

Critical stress (at flange)

")) - self.label_164.setText(_translate("MainWindow", "Critical stress (web)")) - self.label_166.setText(_translate("MainWindow", "

Weld

")) - self.btn_SaveMessages.setToolTip(_translate("MainWindow", "Save log messages")) - self.btn_SaveMessages.setText(_translate("MainWindow", "Save messages")) - self.btn_CreateDesign.setToolTip(_translate("MainWindow", "Create design report")) - self.btn_CreateDesign.setText(_translate("MainWindow", "Create design report")) - self.label_10.setToolTip(_translate("MainWindow", "Combined shear and tension capacity of bolt")) - self.label_10.setText(_translate("MainWindow", "Combined capacity")) - self.label_159.setText(_translate("MainWindow", "Tension in critical bolt(kN)")) - self.label_165.setText(_translate("MainWindow", "Gauge (mm)")) - self.label_167.setText(_translate("MainWindow", "

Shear capacity (kN)

")) - self.label_11.setToolTip(_translate("MainWindow", "Combined shear and tension capacity of bolt")) - self.label_11.setText(_translate("MainWindow", "Bolt capacity")) - self.btn_plateDetail.setText(_translate("MainWindow", "Plate details")) - self.label_162.setText(_translate("MainWindow", "

Stiffener

")) - self.btn_stiffnrDetail.setText(_translate("MainWindow", "Details")) - self.label_160.setText(_translate("MainWindow", "Edge distance (mm)")) - self.btn_pitchDetail.setText(_translate("MainWindow", "Pitch details")) - self.btn_weldDetails.setText(_translate("MainWindow", "Details")) - self.actionInput.setText(_translate("MainWindow", "Input")) - self.actionInput.setToolTip(_translate("MainWindow", "Input browser")) - self.actionInputwindow.setText(_translate("MainWindow", "inputwindow")) - self.actionNew.setText(_translate("MainWindow", "New")) - self.actionNew.setShortcut(_translate("MainWindow", "Ctrl+N")) - self.action_load_input.setText(_translate("MainWindow", "Load input")) - self.action_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - self.action_save_input.setText(_translate("MainWindow", "Save input")) - self.action_save_input.setIconText(_translate("MainWindow", "Save input")) - self.action_save_input.setShortcut(_translate("MainWindow", "Ctrl+S")) - self.actionSave_As.setText(_translate("MainWindow", "Save As")) - self.actionPrint.setText(_translate("MainWindow", "Print")) - self.actionClear.setText(_translate("MainWindow", "Clear")) - self.actionClear.setShortcut(_translate("MainWindow", "Ctrl+X")) - self.actionCopy.setText(_translate("MainWindow", "Copy")) - self.actionCopy.setShortcut(_translate("MainWindow", "Ctrl+C")) - self.actionPaste.setText(_translate("MainWindow", "Paste")) - self.actionPaste.setShortcut(_translate("MainWindow", "Ctrl+V")) - self.actionInput_Browser.setText(_translate("MainWindow", "Input Browser")) - self.actionOutput_Browser.setText(_translate("MainWindow", "Output Browser")) - self.actionAbout_Osdag.setText(_translate("MainWindow", "About Osdag")) - self.actionBeam.setText(_translate("MainWindow", "Beam")) - self.actionColumn.setText(_translate("MainWindow", "Column")) - self.actionFinplate.setText(_translate("MainWindow", "Finplate")) - self.actionBolt.setText(_translate("MainWindow", "Bolt")) - self.action2D_view.setText(_translate("MainWindow", "2D view")) - self.actionZoom_in.setText(_translate("MainWindow", "Zoom in")) - self.actionZoom_out.setText(_translate("MainWindow", "Zoom out")) - self.actionPan.setText(_translate("MainWindow", "Pan")) - self.actionRotate_3D_model.setText(_translate("MainWindow", "Rotate 3D model")) - self.actionView_2D_on_XY.setText(_translate("MainWindow", "View 2D on XY")) - self.actionView_2D_on_YZ.setText(_translate("MainWindow", "View 2D on YZ")) - self.actionView_2D_on_ZX.setText(_translate("MainWindow", "View 2D on ZX")) - self.actionModel.setText(_translate("MainWindow", "Model")) - self.actionEnlarge_font_size.setText(_translate("MainWindow", "Font")) - self.actionReduce_font_size.setText(_translate("MainWindow", "Reduce font size")) - self.actionSave_3D_model.setText(_translate("MainWindow", "Save 3D model ")) - self.actionSave_3D_model.setShortcut(_translate("MainWindow", "Alt+3")) - self.actionSave_current_image.setText(_translate("MainWindow", "Save CAD image ")) - self.actionSave_current_image.setShortcut(_translate("MainWindow", "Alt+I")) - self.actionSave_log_messages.setText(_translate("MainWindow", "Save log messages")) - self.actionSave_log_messages.setShortcut(_translate("MainWindow", "Alt+M")) - self.actionCreate_design_report.setText(_translate("MainWindow", "Create design report")) - self.actionCreate_design_report.setShortcut(_translate("MainWindow", "Alt+C")) - self.actionQuit_fin_plate_design.setText(_translate("MainWindow", "Quit fin plate design")) - self.actionSave_Front_View.setText(_translate("MainWindow", "Save front view")) - self.actionSave_Front_View.setShortcut(_translate("MainWindow", "Alt+Shift+F")) - self.actionSave_Top_View.setText(_translate("MainWindow", "Save top view")) - self.actionSave_Top_View.setShortcut(_translate("MainWindow", "Alt+Shift+T")) - self.actionSave_Side_View.setText(_translate("MainWindow", "Save side view")) - self.actionSave_Side_View.setShortcut(_translate("MainWindow", "Alt+Shift+S")) - self.actionChange_bg_color.setText(_translate("MainWindow", "Change bg color")) - self.actionShow_beam.setText(_translate("MainWindow", "Show beam")) - self.actionShow_beam.setShortcut(_translate("MainWindow", "Alt+Shift+B")) - self.actionShow_column.setText(_translate("MainWindow", "Show column")) - self.actionShow_column.setShortcut(_translate("MainWindow", "Alt+Shift+C")) - self.actionShow_connector.setText(_translate("MainWindow", "Show connector")) - self.actionShow_connector.setShortcut(_translate("MainWindow", "Alt+Shift+A")) - self.actionChange_background.setText(_translate("MainWindow", "Change background")) - self.actionShow_all.setText(_translate("MainWindow", "Show all")) - self.actionShow_all.setShortcut(_translate("MainWindow", "Alt+Shift+M")) - self.actionDesign_examples.setText(_translate("MainWindow", "Design Examples")) - self.actionSample_Problems.setText(_translate("MainWindow", "Sample Problems")) - self.actionSample_Tutorials.setText(_translate("MainWindow", "Video Tutorials")) - self.actionAbout_Osdag_2.setText(_translate("MainWindow", "About Osdag")) - self.actionOsdag_Manual.setText(_translate("MainWindow", "Osdag Manual")) - self.actionAsk_Us_a_Question.setText(_translate("MainWindow", "Ask Us a Question")) - self.actionFAQ.setText(_translate("MainWindow", "FAQ")) - self.actionDesign_Preferences.setText(_translate("MainWindow", "Design Preferences")) - self.actionDesign_Preferences.setShortcut(_translate("MainWindow", "Alt+P")) - self.actionfinPlate_quit.setText(_translate("MainWindow", "Quit")) - self.actionfinPlate_quit.setShortcut(_translate("MainWindow", "Shift+Q")) - self.actio_load_input.setText(_translate("MainWindow", "Load input")) - self.actio_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - -import icons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - MainWindow = QtWidgets.QMainWindow() - ui = Ui_MainWindow() - ui.setupUi(MainWindow) - MainWindow.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.ui b/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.ui deleted file mode 100644 index 82f65cede..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_extendedendplate.ui +++ /dev/null @@ -1,4944 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 1422 - 769 - - - - Extended End Plate - - - - :/newPrefix/images/extendedbothways.png:/newPrefix/images/extendedbothways.png - - - - 20 - 2 - - - - - - - - - 0 - 28 - - - - - 16777215 - 28 - - - - QFrame::NoFrame - - - QFrame::Raised - - - - - 0 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Left Dock - - - Qt::LeftToRight - - - input - - - - :/newPrefix/images/input.png:/newPrefix/images/input.png - - - - 18 - 18 - - - - - - - 30 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Right Dock - - - ... - - - - :/newPrefix/images/output.png:/newPrefix/images/output.png - - - - 18 - 18 - - - - - - - 160 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Top View - - - ... - - - - :/newPrefix/images/X-Y.png:/newPrefix/images/X-Y.png - - - - 22 - 22 - - - - - - - 100 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Front View - - - ... - - - - :/newPrefix/images/Z-X.png:/newPrefix/images/Z-X.png - - - - 22 - 22 - - - - - - - 130 - 0 - 28 - 28 - - - - Qt::TabFocus - - - Side View - - - ... - - - - :/newPrefix/images/Z-Y.png:/newPrefix/images/Z-Y.png - - - - 22 - 22 - - - - - - - 220 - 0 - 90 - 28 - - - - - Arial - 11 - 75 - false - true - false - false - - - - Qt::TabFocus - - - 3D Model - - - Model - - - - - - 330 - 0 - 90 - 29 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Beam only - - - Beam - - - - - - 440 - 0 - 151 - 29 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Extendedplate only - - - Connector - - - - - - - - Qt::Vertical - - - - - 0 - 100 - - - - QFrame::Box - - - QFrame::Raised - - - 1 - - - 1 - - - - 1 - - - 1 - - - 1 - - - 1 - - - - - - 0 - 450 - - - - - 8 - 75 - true - true - - - - Qt::NoFocus - - - QTabBar::tab { height: 75px; width: 1px; } - - - QTabWidget::West - - - -1 - - - - - - - - - 0 - 125 - - - - - 16777215 - 16777215 - - - - - 10 - - - - Qt::ScrollBarAlwaysOn - - - true - - - true - - - - - - - - - - 0 - 0 - 1422 - 22 - - - - - - - false - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - File - - - - - - - - - - - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - Edit - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - View - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - - Help - - - - - - - - - - QMenu { - background-color:#b2bd84; - border-color: black; - border: 1px solid; - margin: 2px; /* some spacing around the menu */ -} -QMenu::separator { - height: 1px; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - -QMenu::item { - color: black; - padding: 2px 20px 2px 20px; - border: 1px solid transparent; /* reserve space for selection border */ -} - -QMenu::item:selected { - color:white; - border-color: darkblue; - background: #825051; - margin-left: 5px; - margin-right: 5px; -} - - - Graphics - - - - - - - - - - - - - - - - - - - - - - - 1 - 0 - - - - - 310 - 710 - - - - - 310 - 710 - - - - - 310 - 710 - - - - - Arial - 11 - 75 - false - true - - - - false - - - QDockWidget::AllDockWidgetFeatures - - - Input dock - - - 1 - - - - - - 150 - 170 - 160 - 27 - - - - - 11 - 50 - false - - - - 000 - - - - - - 6 - 107 - 151 - 22 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Beam section *</p></body></html> - - - - - - 150 - 20 - 160 - 27 - - - - - 11 - 50 - false - - - - - Select type - - - - - Flush - - - - - Extended one way - - - - - Extended both ways - - - - - - - 150 - 140 - 160 - 27 - - - - - 11 - 50 - false - - - - 000 - - - - - - 3 - -3 - 221 - 21 - - - - - - - - - 0 - 0 - 127 - - - - - - - - - 0 - 0 - 255 - - - - - - - - - 0 - 0 - 255 - - - - - - - - - 11 - 75 - true - true - - - - <html><head/><body><p>Connecting members</p></body></html> - - - - - - 6 - 20 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>End plate type *</p></body></html> - - - - - - 6 - 140 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-style:italic;">f</span><span style=" font-style:italic; vertical-align:sub;">u </span>(MPa) * </p></body></html> - - - - - - 150 - 107 - 160 - 27 - - - - - Arial - 11 - - - - QComboBox { combobox-popup: 0; } - - - -1 - - - 5 - - - - - - 6 - 165 - 120 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-style:italic;">f</span><span style=" vertical-align:sub;">y </span>(MPa) *</p></body></html> - - - - - - 3 - 200 - 201 - 25 - - - - - 11 - 50 - true - false - - - - <html><head/><body><p><span style=" font-weight:600;">Factored loads</span></p></body></html> - - - - - - 6 - 251 - 151 - 25 - - - - - 11 - 50 - false - - - - Vert. Shear (kN) * - - - - - - 150 - 251 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 3 - 310 - 150 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - - - - 150 - 360 - 160 - 27 - - - - - 11 - 50 - false - - - - 10 - - - - - - 6 - 390 - 100 - 25 - - - - - 11 - 50 - false - - - - Grade * - - - - - - 150 - 390 - 160 - 27 - - - - - Arial - 11 - - - - QComboBox { combobox-popup: 0; } - - - 6 - - - - - - 6 - 330 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Diameter (mm) <span style=" color:#555500;">*</span></p></body></html> - - - - - - 6 - 360 - 100 - 25 - - - - - 11 - 50 - false - - - - Type * - - - - - - 150 - 330 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - QComboBox { combobox-popup: 0; } - - - 5 - - - - Select diameter - - - - - 12 - - - - - 16 - - - - - 20 - - - - - 24 - - - - - 30 - - - - - 36 - - - - - - - 6 - 500 - 111 - 25 - - - - - 11 - 50 - false - - - - Width (mm) - - - - - - 3 - 420 - 100 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 6 - 440 - 141 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Thickness (mm) *</p></body></html> - - - - - - 150 - 470 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 0 - - - - - - 6 - 470 - 111 - 25 - - - - - 11 - 50 - false - - - - Height (mm) - - - - - - 150 - 440 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - - Select plate thickness - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - 18 - - - - - 20 - - - - - 22 - - - - - 24 - - - - - 26 - - - - - 30 - - - - - - - 3 - 530 - 151 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-style:italic;">Weld</span></p></body></html> - - - - - - 6 - 590 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Flange (mm) *</p></body></html> - - - - - - 988 - 620 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 30 - 1249 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 150 - 1249 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 1088 - 610 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 130 - 1239 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 250 - 1239 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 1048 - 580 - 320 - 690 - - - - - 0 - 0 - - - - - 320 - 690 - - - - QFrame::StyledPanel - - - QFrame::Raised - - - - - 181 - 50 - 130 - 25 - - - - - - - true - - - - - - 181 - 80 - 130 - 25 - - - - true - - - - - - 181 - 110 - 130 - 25 - - - - true - - - - - - 181 - 140 - 130 - 25 - - - - true - - - - - - 181 - 230 - 130 - 25 - - - - true - - - - - - 181 - 260 - 130 - 25 - - - - true - - - - - - 181 - 290 - 130 - 25 - - - - true - - - - - - 181 - 320 - 130 - 25 - - - - true - - - - - - 181 - 380 - 130 - 25 - - - - true - - - - - - 181 - 410 - 130 - 25 - - - - true - - - - - - 181 - 440 - 130 - 25 - - - - true - - - - - - 181 - 510 - 130 - 25 - - - - true - - - - - - 4 - 30 - 66 - 17 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Bolt</span></p></body></html> - - - - - - 10 - 50 - 170 - 25 - - - - Shear Capacity (kN) - - - - - - 10 - 80 - 150 - 25 - - - - <html><head/><body><p>Bearing Capacity (kN)</p></body></html> - - - - - - 10 - 110 - 150 - 25 - - - - <html><head/><body><p>Capacity of Bolt (kN)</p></body></html> - - - - - - 10 - 140 - 130 - 25 - - - - No. of Bolts - - - - - - 10 - 230 - 130 - 25 - - - - Pitch (mm) - - - - - - 10 - 290 - 130 - 25 - - - - End Distance (mm) - - - - - - 10 - 380 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 440 - 160 - 25 - - - - Weld Strength (kN/mm) - - - - - - 10 - 260 - 130 - 25 - - - - Gauge (mm) - - - - - - 4 - 350 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 10 - 320 - 140 - 25 - - - - Edge Distance (mm) - - - - - - 10 - 510 - 130 - 25 - - - - Thickness (mm) - - - - - - 10 - 410 - 170 - 25 - - - - <html><head/><body><p>Resultant Shear (kN/mm)</p></body></html> - - - - - - 10 - 540 - 160 - 25 - - - - External Moment (kNm) - - - - - - 4 - 480 - 130 - 25 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 180 - 540 - 130 - 25 - - - - true - - - - - - 180 - 570 - 130 - 25 - - - - true - - - - - - 10 - 570 - 170 - 25 - - - - Moment Capacity (KNm) - - - - - - 10 - 200 - 130 - 25 - - - - No. of Column - - - - - - 10 - 170 - 130 - 25 - - - - No. of Row - - - - - - 180 - 170 - 130 - 25 - - - - - - - 180 - 200 - 130 - 25 - - - - - - - 120 - 0 - 60 - 31 - - - - <html><head/><body><p><span style=" font-weight:600; color:#00007f;">OUTPUT</span></p></body></html> - - - - - - 20 - 620 - 40 - 50 - - - - - - - - :/images/logo.jpg:/images/logo.jpg - - - - 40 - 50 - - - - false - - - false - - - false - - - false - - - - - - - 90 - 1209 - 100 - 30 - - - - - 12 - 75 - true - - - - Reset - - - - - - 210 - 1209 - 100 - 30 - - - - - 12 - 75 - true - - - - Design - - - false - - - false - - - false - - - - - - 150 - 500 - 160 - 27 - - - - - 11 - 50 - false - - - - 0 - - - - - - 20 - 660 - 100 - 30 - - - - - 12 - 75 - true - - - - Alt+R - - - Reset - - - Alt+R - - - true - - - - - - 140 - 660 - 100 - 30 - - - - - 12 - 75 - true - - - - Alt+D - - - Design - - - Alt+D - - - true - - - - - - 150 - 590 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - Qt::WheelFocus - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - QComboBox::AdjustToMinimumContentsLengthWithIcon - - - - Select weld size - - - - - 3 - - - - - 4 - - - - - 5 - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - - - 190 - 50 - 81 - 51 - - - - true - - - - - - 6 - 221 - 151 - 25 - - - - - 11 - 50 - false - - - - Moment (kNm) * - - - - - - 150 - 221 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 6 - 281 - 151 - 25 - - - - - 11 - 50 - false - - - - Axial Force (kN) - - - - - - 150 - 281 - 160 - 27 - - - - - 11 - 50 - false - - - - - - - 150 - 620 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - Qt::WheelFocus - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - QComboBox::AdjustToMinimumContentsLengthWithIcon - - - - Select weld size - - - - - 3 - - - - - 4 - - - - - 5 - - - - - 6 - - - - - 8 - - - - - 10 - - - - - 12 - - - - - 14 - - - - - 16 - - - - - - - 6 - 620 - 131 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Web (mm) *</p></body></html> - - - - - - 6 - 560 - 141 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Type *</p></body></html> - - - - - - 150 - 560 - 160 - 27 - - - - - Arial - 11 - 50 - false - - - - QComboBox { combobox-popup: 0; } - - - 0 - - - 5 - - - - Fillet Weld - - - - - Groove Weld (CJP) - - - - - - - - - 0 - 0 - - - - - 125 - 710 - - - - - 310 - 710 - - - - - Arial - 11 - 75 - true - - - - Output dock - - - 2 - - - - - - 202 - 210 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 210 - 191 - 25 - - - - - 11 - 50 - false - - - - No. of bolts required - - - - - - 202 - 60 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - - - - true - - - - - - 202 - 330 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 202 - 240 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 330 - 211 - 25 - - - - - 11 - 50 - false - - - - Cross centre gauge (mm) - - - - - - 202 - 120 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - true - - - - - - 2 - 270 - 130 - 25 - - - - - 11 - 50 - false - - - - Pitch (mm) - - - - - - 202 - 360 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 240 - 130 - 25 - - - - - 11 - 50 - false - - - - No. of rows - - - - - - 2 - 360 - 201 - 25 - - - - - 11 - 50 - false - - - - End distance (mm) - - - - - - 2 - 60 - 191 - 25 - - - - - 11 - 50 - false - - - - Tension capacity (kN) - - - - - - -1 - 5 - 66 - 20 - - - - - 11 - 50 - true - false - false - false - - - - <html><head/><body><p><span style=" font-weight:600;">Bolt</span></p></body></html> - - - - - - 2 - 120 - 179 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Bearing capacity (kN)</p></body></html> - - - - - - -1 - 430 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Plate</span></p></body></html> - - - - - - 202 - 550 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 2 - 520 - 201 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Critical stress (at flange)</p></body></html> - - - - - - 2 - 550 - 191 - 25 - - - - - 11 - 50 - false - - - - Critical stress (web) - - - - - - 202 - 520 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - -1 - 490 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-weight:600; font-style:italic;">Weld</span></p></body></html> - - - - - - 50 - 614 - 200 - 30 - - - - Save log messages - - - Save messages - - - true - - - - - - 50 - 650 - 200 - 30 - - - - Create design report - - - Create design report - - - true - - - - - - 2 - 180 - 200 - 22 - - - - - 11 - 50 - false - - - - Combined shear and tension capacity of bolt - - - Combined capacity - - - - - - 202 - 180 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - -1 - 30 - 211 - 25 - - - - - 11 - 50 - false - - - - Tension in critical bolt(kN) - - - - - - 202 - 30 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - - - - true - - - - - - 202 - 300 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 0 - 300 - 131 - 25 - - - - - 11 - 50 - false - - - - Gauge (mm) - - - - - - 202 - 90 - 100 - 25 - - - - - 50 - false - - - - Qt::StrongFocus - - - true - - - - - - 2 - 90 - 179 - 25 - - - - - 11 - 50 - false - - - - <html><head/><body><p>Shear capacity (kN)</p></body></html> - - - - - - 2 - 150 - 200 - 22 - - - - - 11 - 50 - false - - - - Combined shear and tension capacity of bolt - - - Bolt capacity - - - - - - 202 - 430 - 101 - 25 - - - - - 10 - 50 - false - - - - Plate details - - - - - - -1 - 460 - 130 - 25 - - - - - 11 - - - - <html><head/><body><p><span style=" font-style:italic;">Stiffener</span></p></body></html> - - - - - - 202 - 460 - 101 - 25 - - - - - 10 - 50 - false - - - - Details - - - - - - 0 - 390 - 201 - 25 - - - - - 11 - 50 - false - - - - Edge distance (mm) - - - - - - 202 - 390 - 100 - 25 - - - - - 50 - false - - - - true - - - - - - 202 - 150 - 100 - 25 - - - - - 50 - false - - - - - - - true - - - - - - 202 - 270 - 101 - 25 - - - - - 10 - 50 - false - - - - Pitch details - - - - - - 202 - 490 - 101 - 25 - - - - - 10 - 50 - false - - - - Details - - - txt_noBolts - t_7 - txt_tensionCapacity - txt_crossGauge - txt_rowBolts - label_152 - txt_bearCapacity - label_154 - txt_endDist - lbl_row_7 - label_155 - label_156 - label_157 - label_158 - label_161 - txt_criticalWeb - label_163 - label_164 - txt_criticalFlange - label_166 - btn_SaveMessages - btn_CreateDesign - label_10 - txt_boltgrpcapacity - txt_tensionCritical - txt_gauge - label_165 - label_159 - txt_shearCapacity - label_167 - label_11 - txt_boltcapacity - btn_plateDetail - label_162 - btn_stiffnrDetail - label_160 - txt_edgeDist - btn_pitchDetail - btn_weldDetails - - - - - - :/images/input.png:/images/input.png - - - Input - - - Input browser - - - - - - :/images/inputview.png:/images/inputview.png - - - inputwindow - - - - - New - - - - DejaVu Sans - 50 - false - false - false - - - - Ctrl+N - - - - - Load input - - - - DejaVu Sans - false - - - - Ctrl+L - - - - - Save input - - - Save input - - - - DejaVu Sans - - - - Ctrl+S - - - - - Save As - - - - - Print - - - - - Clear - - - - DejaVu Sans - - - - Ctrl+X - - - - - Copy - - - - DejaVu Sans - - - - Ctrl+C - - - - - Paste - - - - DejaVu Sans - - - - Ctrl+V - - - - - Input Browser - - - - - Output Browser - - - - - About Osdag - - - - DejaVu Sans - - - - - - Beam - - - - - Column - - - - - Finplate - - - - - Bolt - - - - - 2D view - - - - - Zoom in - - - - DejaVu Sans - - - - - - Zoom out - - - - DejaVu Sans - - - - - - Pan - - - - DejaVu Sans - - - - - - Rotate 3D model - - - - DejaVu Sans - - - - - - View 2D on XY - - - - - View 2D on YZ - - - - - View 2D on ZX - - - - - Model - - - - - Font - - - - DejaVu Sans - - - - - - Reduce font size - - - - - Save 3D model - - - - DejaVu Sans - - - - Alt+3 - - - - - Save CAD image - - - - DejaVu Sans - - - - Alt+I - - - - - Save log messages - - - - DejaVu Sans - - - - Alt+M - - - - - Create design report - - - - DejaVu Sans - - - - Alt+C - - - - - Quit fin plate design - - - - - Save front view - - - - DejaVu Sans - - - - Alt+Shift+F - - - - - Save top view - - - - DejaVu Sans - - - - Alt+Shift+T - - - - - Save side view - - - - DejaVu Sans - - - - Alt+Shift+S - - - - - Change bg color - - - - Verdana - - - - - - Show beam - - - - DejaVu Sans - false - - - - Alt+Shift+B - - - - - Show column - - - - DejaVu Sans - - - - Alt+Shift+C - - - - - Show connector - - - - DejaVu Sans - - - - Alt+Shift+A - - - - - Change background - - - - DejaVu Sans - - - - - - Show all - - - Alt+Shift+M - - - - - Design Examples - - - - - Sample Problems - - - - - Video Tutorials - - - - - About Osdag - - - - - Osdag Manual - - - - - Ask Us a Question - - - - - FAQ - - - - - Design Preferences - - - - DejaVu Serif - - - - Alt+P - - - - - Quit - - - Shift+Q - - - - - Load input - - - Ctrl+L - - - - - combo_connLoc - combo_beamSec - txt_Fu - txt_Fy - txt_Moment - txt_Shear - txt_Axial - combo_diameter - combo_type - combo_grade - combo_plateThick - txt_plateHeight - txt_plateWidth - combo_flangeSize - combo_webSize - btn_Design - btn_Reset - btnInput - btnOutput - btnFront - btnSide - btnTop - btn3D - chkBx_beamSec - chkBx_connector - txt_tensionCritical - txt_tensionCapacity - txt_shearCapacity - txt_bearCapacity - txt_boltgrpcapacity - txt_noBolts - txt_rowBolts - txt_gauge - txt_crossGauge - txt_endDist - txt_criticalFlange - txt_criticalWeb - btn_SaveMessages - btn_CreateDesign - btnReset_3 - btnDesign_3 - txtShrCapacity_4 - txtbearCapacity_4 - txtBoltCapacity_4 - txtNoBolts_4 - txtPitch_4 - txtGuage_4 - txtEndDist_4 - txtEdgeDist_4 - txtWeldThick_4 - txtResltShr_4 - txtWeldStrng_4 - txtPlateThick_4 - txtExtMomnt_4 - txtMomntCapacity_4 - lineEdit_7 - lineEdit_8 - pushButton_4 - btnReset_4 - btnDesign_4 - txtShrCapacity_2 - txtNoBolts_2 - txtBoltCapacity_2 - textEdit - txtbearCapacity_2 - txtBoltCapacity_3 - btnReset_2 - txtPitch_3 - txtEndDist_3 - txtNoBolts_3 - txtGuage_2 - txtWeldThick_3 - txtEdgeDist_3 - txtExtMomnt_3 - txtPlateThick_3 - lineEdit_5 - txtMomntCapacity_3 - txtPitch_2 - txtShrCapacity_3 - txtResltShr_3 - txtWeldStrng_3 - txtbearCapacity_3 - txtEndDist_2 - txtEdgeDist_2 - txtWeldStrng_2 - txtWeldThick_2 - txtResltShr_2 - txtPlateThick_2 - txtExtMomnt_2 - txtMomntCapacity_2 - lineEdit_3 - lineEdit_4 - pushButton_3 - lineEdit_6 - pushButton_2 - txtGuage_3 - btnDesign_2 - - - - - - diff --git a/Connections/Moment/ExtendedEndPlate/ui_pitch.py b/Connections/Moment/ExtendedEndPlate/ui_pitch.py deleted file mode 100644 index 91b562c55..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_pitch.py +++ /dev/null @@ -1,270 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_pitch.ui' -# -# Created by: PyQt5 UI code generator 5.9.2 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Pitch(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(563, 400) - Dialog.setMinimumSize(QtCore.QSize(300, 200)) - font = QtGui.QFont() - font.setFamily("Arial") - Dialog.setFont(font) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.scrollArea = QtWidgets.QScrollArea(Dialog) - self.scrollArea.setWidgetResizable(True) - self.scrollArea.setObjectName("scrollArea") - self.scrollAreaWidgetContents = QtWidgets.QWidget() - self.scrollAreaWidgetContents.setGeometry(QtCore.QRect(0, 0, 543, 380)) - self.scrollAreaWidgetContents.setObjectName("scrollAreaWidgetContents") - self.label_3 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - self.label_3.setGeometry(QtCore.QRect(290, 20, 241, 341)) - self.label_3.setText("") - self.label_3.setPixmap(QtGui.QPixmap("../../../ResourceFiles/images/cleatAngle.png")) - self.label_3.setObjectName("label_3") - self.scrollArea_2 = QtWidgets.QScrollArea(self.scrollAreaWidgetContents) - self.scrollArea_2.setGeometry(QtCore.QRect(10, 20, 271, 251)) - self.scrollArea_2.setWidgetResizable(True) - self.scrollArea_2.setObjectName("scrollArea_2") - self.scrollAreaWidgetContents_2 = QtWidgets.QWidget() - self.scrollAreaWidgetContents_2.setGeometry(QtCore.QRect(0, 0, 269, 249)) - self.scrollAreaWidgetContents_2.setObjectName("scrollAreaWidgetContents_2") - self.label = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.label.setGeometry(QtCore.QRect(10, 10, 36, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label.setFont(font) - self.label.setObjectName("label") - self.label_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.label_2.setGeometry(QtCore.QRect(60, 10, 67, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.label_5 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.label_5.setGeometry(QtCore.QRect(180, 10, 60, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.label_5.setFont(font) - self.label_5.setObjectName("label_5") - self.lineEdit_pitch2 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch2.setGeometry(QtCore.QRect(150, 70, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch2.setFont(font) - self.lineEdit_pitch2.setReadOnly(True) - self.lineEdit_pitch2.setObjectName("lineEdit_pitch2") - self.lineEdit_pitch3 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch3.setGeometry(QtCore.QRect(150, 100, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch3.setFont(font) - self.lineEdit_pitch3.setReadOnly(True) - self.lineEdit_pitch3.setObjectName("lineEdit_pitch3") - self.lineEdit_pitch4 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch4.setGeometry(QtCore.QRect(150, 130, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch4.setFont(font) - self.lineEdit_pitch4.setReadOnly(True) - self.lineEdit_pitch4.setObjectName("lineEdit_pitch4") - self.lineEdit_pitch = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch.setGeometry(QtCore.QRect(150, 40, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch.setFont(font) - self.lineEdit_pitch.setReadOnly(True) - self.lineEdit_pitch.setObjectName("lineEdit_pitch") - self.lineEdit_pitch5 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch5.setGeometry(QtCore.QRect(150, 160, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch5.setFont(font) - self.lineEdit_pitch5.setReadOnly(True) - self.lineEdit_pitch5.setObjectName("lineEdit_pitch5") - self.lineEdit_pitch6 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch6.setGeometry(QtCore.QRect(150, 190, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch6.setFont(font) - self.lineEdit_pitch6.setReadOnly(True) - self.lineEdit_pitch6.setObjectName("lineEdit_pitch6") - self.lbl_1 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_1.setGeometry(QtCore.QRect(60, 40, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_1.setFont(font) - self.lbl_1.setObjectName("lbl_1") - self.lbl_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_2.setGeometry(QtCore.QRect(60, 70, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_2.setFont(font) - self.lbl_2.setObjectName("lbl_2") - self.lbl_3 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_3.setGeometry(QtCore.QRect(60, 100, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_3.setFont(font) - self.lbl_3.setObjectName("lbl_3") - self.lbl_4 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_4.setGeometry(QtCore.QRect(60, 130, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_4.setFont(font) - self.lbl_4.setObjectName("lbl_4") - self.lbl_5 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_5.setGeometry(QtCore.QRect(60, 190, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_5.setFont(font) - self.lbl_5.setObjectName("lbl_5") - self.lbl_6 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_6.setGeometry(QtCore.QRect(60, 160, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_6.setFont(font) - self.lbl_6.setObjectName("lbl_6") - self.lbl_7 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_7.setGeometry(QtCore.QRect(60, 220, 71, 20)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lbl_7.setFont(font) - self.lbl_7.setObjectName("lbl_7") - self.lbl_mem = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem.setGeometry(QtCore.QRect(20, 40, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem.setFont(font) - self.lbl_mem.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem.setObjectName("lbl_mem") - self.lbl_mem2 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem2.setGeometry(QtCore.QRect(20, 70, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem2.setFont(font) - self.lbl_mem2.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem2.setObjectName("lbl_mem2") - self.lbl_mem3 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem3.setEnabled(True) - self.lbl_mem3.setGeometry(QtCore.QRect(20, 100, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem3.setFont(font) - self.lbl_mem3.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem3.setObjectName("lbl_mem3") - self.lbl_mem4 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem4.setGeometry(QtCore.QRect(20, 130, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem4.setFont(font) - self.lbl_mem4.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem4.setObjectName("lbl_mem4") - self.lbl_mem5 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem5.setGeometry(QtCore.QRect(20, 160, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem5.setFont(font) - self.lbl_mem5.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem5.setObjectName("lbl_mem5") - self.lbl_mem6 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem6.setGeometry(QtCore.QRect(20, 190, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem6.setFont(font) - self.lbl_mem6.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem6.setObjectName("lbl_mem6") - self.lbl_mem7 = QtWidgets.QLabel(self.scrollAreaWidgetContents_2) - self.lbl_mem7.setGeometry(QtCore.QRect(20, 220, 16, 16)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.lbl_mem7.setFont(font) - self.lbl_mem7.setAlignment(QtCore.Qt.AlignCenter) - self.lbl_mem7.setObjectName("lbl_mem7") - self.line = QtWidgets.QFrame(self.scrollAreaWidgetContents_2) - self.line.setGeometry(QtCore.QRect(40, 3, 20, 241)) - self.line.setFrameShape(QtWidgets.QFrame.VLine) - self.line.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line.setObjectName("line") - self.line_7 = QtWidgets.QFrame(self.scrollAreaWidgetContents_2) - self.line_7.setGeometry(QtCore.QRect(130, 0, 20, 251)) - self.line_7.setFrameShape(QtWidgets.QFrame.VLine) - self.line_7.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line_7.setObjectName("line_7") - self.lineEdit_pitch7 = QtWidgets.QLineEdit(self.scrollAreaWidgetContents_2) - self.lineEdit_pitch7.setGeometry(QtCore.QRect(150, 220, 116, 21)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(9) - self.lineEdit_pitch7.setFont(font) - self.lineEdit_pitch7.setReadOnly(True) - self.lineEdit_pitch7.setObjectName("lineEdit_pitch7") - self.scrollArea_2.setWidget(self.scrollAreaWidgetContents_2) - self.scrollArea.setWidget(self.scrollAreaWidgetContents) - self.gridLayout.addWidget(self.scrollArea, 1, 0, 1, 1) - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Pitch Details")) - self.label.setText(_translate("Dialog", "Sr. No.")) - self.label_2.setText(_translate("Dialog", "Designation")) - self.label_5.setText(_translate("Dialog", "Pitch (mm)")) - self.lbl_1.setText(_translate("Dialog", "Pitch 12-20")) - self.lbl_2.setText(_translate("Dialog", "er")) - self.lbl_3.setText(_translate("Dialog", "ty")) - self.lbl_4.setText(_translate("Dialog", "we")) - self.lbl_5.setText(_translate("Dialog", "rt")) - self.lbl_6.setText(_translate("Dialog", "yt")) - self.lbl_7.setText(_translate("Dialog", "yt")) - self.lbl_mem.setText(_translate("Dialog", "1")) - self.lbl_mem2.setText(_translate("Dialog", "2")) - self.lbl_mem3.setText(_translate("Dialog", "3")) - self.lbl_mem4.setText(_translate("Dialog", "4")) - self.lbl_mem5.setText(_translate("Dialog", "5")) - self.lbl_mem6.setText(_translate("Dialog", "6")) - self.lbl_mem7.setText(_translate("Dialog", "7")) - -import icons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_Pitch() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/ExtendedEndPlate/ui_pitch.ui b/Connections/Moment/ExtendedEndPlate/ui_pitch.ui deleted file mode 100644 index 4835e614b..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_pitch.ui +++ /dev/null @@ -1,596 +0,0 @@ - - - Dialog - - - - 0 - 0 - 563 - 400 - - - - - 300 - 200 - - - - - Arial - - - - Pitch Details - - - - - - true - - - - - 0 - 0 - 543 - 380 - - - - - - 290 - 20 - 241 - 341 - - - - - - - ../../../ResourceFiles/images/cleatAngle.png - - - - - - 10 - 20 - 271 - 251 - - - - true - - - - - 0 - 0 - 269 - 249 - - - - - - 10 - 10 - 36 - 16 - - - - - Arial - 9 - - - - Sr. No. - - - - - - 60 - 10 - 67 - 16 - - - - - Arial - 9 - - - - Designation - - - - - - 180 - 10 - 60 - 16 - - - - - Arial - 9 - - - - Pitch (mm) - - - - - - 150 - 70 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 150 - 100 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 150 - 130 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 150 - 40 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 150 - 160 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 150 - 190 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - 60 - 40 - 71 - 20 - - - - - Arial - 9 - - - - Pitch 12-20 - - - - - - 60 - 70 - 71 - 20 - - - - - Arial - 9 - - - - er - - - - - - 60 - 100 - 71 - 20 - - - - - Arial - 9 - - - - ty - - - - - - 60 - 130 - 71 - 20 - - - - - Arial - 9 - - - - we - - - - - - 60 - 190 - 71 - 20 - - - - - Arial - 9 - - - - rt - - - - - - 60 - 160 - 71 - 20 - - - - - Arial - 9 - - - - yt - - - - - - 60 - 220 - 71 - 20 - - - - - Arial - 9 - - - - yt - - - - - - 20 - 40 - 16 - 16 - - - - - Arial - 10 - - - - 1 - - - Qt::AlignCenter - - - - - - 20 - 70 - 16 - 16 - - - - - Arial - 10 - - - - 2 - - - Qt::AlignCenter - - - - - true - - - - 20 - 100 - 16 - 16 - - - - - Arial - 10 - - - - 3 - - - Qt::AlignCenter - - - - - - 20 - 130 - 16 - 16 - - - - - Arial - 10 - - - - 4 - - - Qt::AlignCenter - - - - - - 20 - 160 - 16 - 16 - - - - - Arial - 10 - - - - 5 - - - Qt::AlignCenter - - - - - - 20 - 190 - 16 - 16 - - - - - Arial - 10 - - - - 6 - - - Qt::AlignCenter - - - - - - 20 - 220 - 16 - 16 - - - - - Arial - 10 - - - - 7 - - - Qt::AlignCenter - - - - - - 40 - 3 - 20 - 241 - - - - Qt::Vertical - - - - - - 130 - 0 - 20 - 251 - - - - Qt::Vertical - - - - - - 150 - 220 - 116 - 21 - - - - - Arial - 9 - - - - true - - - - - - - - - - - - - - \ No newline at end of file diff --git a/Connections/Moment/ExtendedEndPlate/ui_stiffener.py b/Connections/Moment/ExtendedEndPlate/ui_stiffener.py deleted file mode 100644 index f0d4b5b3b..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_stiffener.py +++ /dev/null @@ -1,139 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_stiffener.ui' -# -# Created by: PyQt5 UI code generator 5.9.2 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Stiffener(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(620, 227) - self.txt_stiffnrHeight = QtWidgets.QLineEdit(Dialog) - self.txt_stiffnrHeight.setGeometry(QtCore.QRect(179, 27, 118, 23)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrHeight.setFont(font) - self.txt_stiffnrHeight.setReadOnly(True) - self.txt_stiffnrHeight.setObjectName("txt_stiffnrHeight") - self.plateHeight = QtWidgets.QLabel(Dialog) - self.plateHeight.setGeometry(QtCore.QRect(9, 27, 83, 16)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.plateHeight.setFont(font) - self.plateHeight.setObjectName("plateHeight") - self.label_2 = QtWidgets.QLabel(Dialog) - self.label_2.setGeometry(QtCore.QRect(9, 70, 85, 16)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_2.setFont(font) - self.label_2.setObjectName("label_2") - self.txt_stiffnrLength = QtWidgets.QLineEdit(Dialog) - self.txt_stiffnrLength.setGeometry(QtCore.QRect(179, 70, 118, 23)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrLength.setFont(font) - self.txt_stiffnrLength.setReadOnly(True) - self.txt_stiffnrLength.setObjectName("txt_stiffnrLength") - self.label_163 = QtWidgets.QLabel(Dialog) - self.label_163.setGeometry(QtCore.QRect(9, 110, 104, 16)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_163.setFont(font) - self.label_163.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_163.setObjectName("label_163") - self.txt_stiffnrThickness = QtWidgets.QLineEdit(Dialog) - self.txt_stiffnrThickness.setGeometry(QtCore.QRect(179, 110, 118, 23)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrThickness.setFont(font) - self.txt_stiffnrThickness.setReadOnly(True) - self.txt_stiffnrThickness.setObjectName("txt_stiffnrThickness") - self.txt_stiffnrThickness_2 = QtWidgets.QLineEdit(Dialog) - self.txt_stiffnrThickness_2.setGeometry(QtCore.QRect(180, 150, 118, 23)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrThickness_2.setFont(font) - self.txt_stiffnrThickness_2.setReadOnly(True) - self.txt_stiffnrThickness_2.setObjectName("txt_stiffnrThickness_2") - self.label_164 = QtWidgets.QLabel(Dialog) - self.label_164.setGeometry(QtCore.QRect(10, 150, 161, 16)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_164.setFont(font) - self.label_164.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_164.setObjectName("label_164") - self.txt_stiffnrThickness_3 = QtWidgets.QLineEdit(Dialog) - self.txt_stiffnrThickness_3.setGeometry(QtCore.QRect(180, 190, 118, 23)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.txt_stiffnrThickness_3.setFont(font) - self.txt_stiffnrThickness_3.setReadOnly(True) - self.txt_stiffnrThickness_3.setObjectName("txt_stiffnrThickness_3") - self.label_165 = QtWidgets.QLabel(Dialog) - self.label_165.setGeometry(QtCore.QRect(10, 190, 161, 16)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - self.label_165.setFont(font) - self.label_165.setFocusPolicy(QtCore.Qt.NoFocus) - self.label_165.setObjectName("label_165") - self.widget = QtWidgets.QLabel(Dialog) - self.widget.setGeometry(QtCore.QRect(320, 20, 291, 191)) - self.widget.setObjectName("widget") - self.txt_stiffnrHeight.raise_() - self.plateHeight.raise_() - self.label_2.raise_() - self.txt_stiffnrLength.raise_() - self.label_163.raise_() - self.txt_stiffnrThickness.raise_() - self.txt_stiffnrThickness_2.raise_() - self.txt_stiffnrThickness_3.raise_() - self.label_165.raise_() - self.label_164.raise_() - self.widget.raise_() - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Stiffener")) - self.plateHeight.setText(_translate("Dialog", "Height (mm)")) - self.label_2.setText(_translate("Dialog", "Length (mm)")) - self.label_163.setText(_translate("Dialog", "

Thickness (mm)

")) - self.label_164.setText(_translate("Dialog", "

Moment demand (kNm)

")) - self.label_165.setText(_translate("Dialog", "

Moment capacity (kNm)

")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_Stiffener() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/Connections/Moment/ExtendedEndPlate/ui_stiffener.ui b/Connections/Moment/ExtendedEndPlate/ui_stiffener.ui deleted file mode 100644 index d3454786e..000000000 --- a/Connections/Moment/ExtendedEndPlate/ui_stiffener.ui +++ /dev/null @@ -1,249 +0,0 @@ - - - Dialog - - - - 0 - 0 - 620 - 227 - - - - Stiffener - - - - - 179 - 27 - 118 - 23 - - - - - 10 - 50 - false - - - - true - - - - - - 9 - 27 - 83 - 16 - - - - - 10 - 50 - false - - - - Height (mm) - - - - - - 9 - 70 - 85 - 16 - - - - - 10 - 50 - false - - - - Length (mm) - - - - - - 179 - 70 - 118 - 23 - - - - - 10 - 50 - false - - - - true - - - - - - 9 - 110 - 104 - 16 - - - - - 10 - 50 - false - - - - Qt::NoFocus - - - <html><head/><body><p>Thickness (mm)</p></body></html> - - - - - - 179 - 110 - 118 - 23 - - - - - 10 - 50 - false - - - - true - - - - - - 180 - 150 - 118 - 23 - - - - - 10 - 50 - false - - - - true - - - - - - 10 - 150 - 161 - 16 - - - - - 10 - 50 - false - - - - Qt::NoFocus - - - <html><head/><body><p>Moment demand (kNm)</p></body></html> - - - - - - 180 - 190 - 118 - 23 - - - - - 10 - 50 - false - - - - true - - - - - - 10 - 190 - 161 - 16 - - - - - 10 - 50 - false - - - - Qt::NoFocus - - - <html><head/><body><p>Moment capacity (kNm)</p></body></html> - - - - - - 320 - 20 - 291 - 191 - - - - txt_stiffnrHeight - plateHeight - label_2 - txt_stiffnrLength - label_163 - txt_stiffnrThickness - txt_stiffnrThickness_2 - txt_stiffnrThickness_3 - label_165 - label_164 - widget - - - - diff --git a/Dockerfile b/Dockerfile index 6b33690b6..683165aa3 100644 --- a/Dockerfile +++ b/Dockerfile @@ -1,54 +1,37 @@ -FROM ubuntu:22.04 - - -ENV DEBIAN_FRONTEND=noninteractive -ENV TZ=Asia/Kolkata - -RUN apt update && \ - apt install -y wget bzip2 software-properties-common curl python3-pip libpq-dev libssl-dev build-essential libgl1-mesa-glx libglu1-mesa freecad texlive-full && \ - mkdir -p /snap/bin && \ - ln -s /usr/bin/freecad /snap/bin/freecad.cmd - - -RUN mkdir -p /opt/conda && \ - wget https://repo.anaconda.com/miniconda/Miniconda3-py37_4.8.2-Linux-x86_64.sh -O /opt/conda/miniconda.sh && \ - bash /opt/conda/miniconda.sh -b -p /opt/miniconda && \ - rm -f /opt/conda/miniconda.sh && \ - /opt/miniconda/bin/conda init bash - -COPY install_dependencies.sh /app/install_dependencies.sh -COPY ./conda_packages/ /app/conda_packages/ - -RUN bash -c "source /opt/miniconda/etc/profile.d/conda.sh && \ - conda create -n myenv python=3.7.6 -y && \ - conda activate myenv && \ - pip install --upgrade pip pyopenssl && \ - pip install /app/conda_packages/pdflatex-0.1.3.tar.gz \ - /app/conda_packages/PyLaTeX-1.3.1.tar.gz \ - /app/conda_packages/XlsxWriter-1.2.8.tar.gz \ - /app/conda_packages/Pygments-2.6.1.tar.gz \ - /app/conda_packages/openpyxl-3.0.3.tar.gz \ - /app/conda_packages/PyYAML-5.3.1.tar.gz \ - /app/conda_packages/PyQt5-5.14.2-5.14.2-cp35.cp36.cp37.cp38-abi3-manylinux2014_x86_64.whl \ - /app/conda_packages/pdfkit-0.6.1-py3-none-any.whl \ - /app/conda_packages/pandas-1.0.5-cp37-cp37m-manylinux1_x86_64.whl \ - /app/conda_packages/pynput-1.6.8-py2.py3-none-any.whl \ - /app/conda_packages/PyGithub-1.54.1.tar.gz" +FROM mirror.gcr.io/continuumio/miniconda3:24.11.1-0 WORKDIR /app -RUN chmod +x /app/install_dependencies.sh && \ - bash -c "source /opt/miniconda/etc/profile.d/conda.sh && \ - conda activate myenv && \ - /app/install_dependencies.sh" +ENV TZ=Asia/Kolkata \ + DEBIAN_FRONTEND=noninteractive \ + PYTHONUNBUFFERED=1 \ + PYTHONDONTWRITEBYTECODE=1 + +RUN apt-get update && apt-get install -y --no-install-recommends \ + libpq-dev \ + libgl1 \ + libglu1-mesa \ + wkhtmltopdf \ + && apt-get clean && rm -rf /var/lib/apt/lists/* + +COPY requirements.txt /app/requirements.txt + +RUN conda config --add channels conda-forge && \ + conda config --add channels osdag && \ + conda config --set channel_priority strict && \ + conda create -n osdag_env python=3.12 pythonocc-core cairo osdag_latex_env -y && \ + conda clean -afy + +RUN /opt/conda/envs/osdag_env/bin/pip install --no-cache-dir -r requirements.txt COPY . /app -RUN bash -c "source /opt/miniconda/etc/profile.d/conda.sh && \ - conda activate myenv && \ - pip install -r requirements.txt" +RUN mkdir -p /app/staticfiles /app/media /app/osifiles /app/logs && \ + useradd -u 8888 deployuser && \ + chown -R deployuser:deployuser /app + +USER deployuser -ENV LD_PRELOAD=/usr/lib/x86_64-linux-gnu/libstdc++.so.6 EXPOSE 8000 -CMD ["bash", "-c", "source /opt/miniconda/etc/profile.d/conda.sh && conda activate myenv && python manage.py runserver 0.0.0.0:8000"] +CMD ["/opt/conda/envs/osdag_env/bin/gunicorn", "config.asgi:application", "--bind", "0.0.0.0:8000", "--workers", "4", "--worker-class", "uvicorn.workers.UvicornWorker", "--timeout", "60"] \ No newline at end of file diff --git a/LICENSE b/LICENSE deleted file mode 100644 index 71e218090..000000000 --- a/LICENSE +++ /dev/null @@ -1,285 +0,0 @@ -Copyright (C) 2017 Osdag -Osdagā“‡ and the Osdag logo are the registered trademarks of the Indian Institute of Technology Bombay (IIT Bombay) -======================================================================================================== -Osdag is a cross-platform free/libre and open-source software for the design (and detailing) of steel structures, following the Indian Standard IS 800:2007. It allows the user to design steel connections, members and systems using a graphical user interface. The interactive GUI provides a 3D visualisation of the designed component and an option to export the CAD model to any drafting software for the creation of construction/fabrication drawings. The design is typically optimised following industry best practices. -Starting with version 2017.06.a.e2dd, the beta version of Osdag is released under the terms and conditions of the GNU LESSER GENERAL PUBLIC LICENSE (LGPL) Version 3. - -This program is free software: you can redistribute it and/or modify -it under the terms of the GNU General Public License as published by -the Free Software Foundation, version 3 of the License. - -This program is distributed in the hope that it will be useful, -but WITHOUT ANY WARRANTY; without even the implied warranty of -MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the -GNU Lesser General Public License for more details. - -You should have received a copy of the GNU Lesser General Public License -along with this program. If not, see . - -Notice of Third Party Software Licenses: -Osdag contains open source software packages from third parties. These are available on an ā€œas isā€ basis and subject to their individual license agreements. These licenses are available in License-dependencies.txt. These third party tools are subject to their individual licenses as well as the Osdag license. - -======================================================================================================== - GNU LESSER GENERAL PUBLIC LICENSE - Version 3, 29 June 2007 - - Copyright (C) 2007 Free Software Foundation, Inc. - Everyone is permitted to copy and distribute verbatim copies - of this license document, but changing it is not allowed. - - - This version of the GNU Lesser General Public License incorporates -the terms and conditions of version 3 of the GNU General Public -License, supplemented by the additional permissions listed below. - - 0. 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The particular version of the Library -with which the Combined Work was made is also called the "Linked -Version". - - The "Minimal Corresponding Source" for a Combined Work means the -Corresponding Source for the Combined Work, excluding any source code -for portions of the Combined Work that, considered in isolation, are -based on the Application, and not on the Linked Version. - - The "Corresponding Application Code" for a Combined Work means the -object code and/or source code for the Application, including any data -and utility programs needed for reproducing the Combined Work from the -Application, but excluding the System Libraries of the Combined Work. - - 1. Exception to Section 3 of the GNU GPL. - - You may convey a covered work under sections 3 and 4 of this License -without being bound by section 3 of the GNU GPL. - - 2. Conveying Modified Versions. - - If you modify a copy of the Library, and, in your modifications, a -facility refers to a function or data to be supplied by an Application -that uses the facility (other than as an argument passed when the -facility is invoked), then you may convey a copy of the modified -version: - - a) under this License, provided that you make a good faith effort to - ensure that, in the event an Application does not supply the - function or data, the facility still operates, and performs - whatever part of its purpose remains meaningful, or - - b) under the GNU GPL, with none of the additional permissions of - this License applicable to that copy. - - 3. Object Code Incorporating Material from Library Header Files. - - The object code form of an Application may incorporate material from -a header file that is part of the Library. You may convey such object -code under terms of your choice, provided that, if the incorporated -material is not limited to numerical parameters, data structure -layouts and accessors, or small macros, inline functions and templates -(ten or fewer lines in length), you do both of the following: - - a) Give prominent notice with each copy of the object code that the - Library is used in it and that the Library and its use are - covered by this License. - - b) Accompany the object code with a copy of the GNU GPL and this license - document. - - 4. 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Combined Libraries. - - You may place library facilities that are a work based on the -Library side by side in a single library together with other library -facilities that are not Applications and are not covered by this -License, and convey such a combined library under terms of your -choice, if you do both of the following: - - a) Accompany the combined library with a copy of the same work based - on the Library, uncombined with any other library facilities, - conveyed under the terms of this License. - - b) Give prominent notice with the combined library that part of it - is a work based on the Library, and explaining where to find the - accompanying uncombined form of the same work. - - 6. Revised Versions of the GNU Lesser General Public License. - - The Free Software Foundation may publish revised and/or new versions -of the GNU Lesser General Public License from time to time. Such new -versions will be similar in spirit to the present version, but may -differ in detail to address new problems or concerns. - - Each version is given a distinguishing version number. If the -Library as you received it specifies that a certain numbered version -of the GNU Lesser General Public License "or any later version" -applies to it, you have the option of following the terms and -conditions either of that published version or of any later version -published by the Free Software Foundation. If the Library as you -received it does not specify a version number of the GNU Lesser -General Public License, you may choose any version of the GNU Lesser -General Public License ever published by the Free Software Foundation. - - If the Library as you received it specifies that a proxy can decide -whether future versions of the GNU Lesser General Public License shall -apply, that proxy's public statement of acceptance of any version is -permanent authorization for you to choose that version for the -Library. - -======================================= -Osdag development team (2014 - Present) -======================================= -Project Investigator - -Professor Siddhartha Ghosh - -=============================== -Research Associates/Assistants - -Mr. Danish Ansari -Mr. Yash Lokhande -Mr. Anand Swaroop -Mr. Darshan Divesan -Mr. Anjali Jatav -Mr. Sourabh Das -Ms. Deepthi Reddy -Mr. Ajmal Babu MS -Mr. N Dharma Teja -Ms. Thushara Pushkaran -Ms. Reshma Konjari -Ms. Swathi M -Mr. Siddesh Chavan -Ms. Deepa Chaudhari -Mr. Jayant Patil -Mr. Suhel Hashmi -Mr. Subhrajit Dutta -Mr. Shihabuddin Khan - -=============================== -Project Interns - -Mr.Aravind P -Mr. Sasir Pentyala -Mr. Riyaz Khan -Mr. Mayur Mistry -Mr. Yash Lokhande -Mr. Aryamaan Pandey -Ms. Saumya Mishra -Ms. Pragya Thakur -Mr. Tanmay Kalla -Mr. Nikhil Kapoor -Mr. Himanshu Singh -Mr. Aditya Pawar -Ms. Shreya Bhende -Ms. Deepthi Reddy -Mr. Ansari Mohammad Umair -Mr. Amir Chappalwala -Mr. Zunzunia Arsil -Mr. Mohammad Azhar U Din Mir -Mr. Satyam Singh Niranjan -Mr. Anshul Kumar Singh -Mr. Mosam Patel -Mr. Shahadad PP -Ms. Priti Kumari - -=============================== -Project Management - -Ms. Usha Viswanathan -Ms. Vineeta Parmar -Mr. Sunil Shetye -Mr. Kiran Kishore - -=============================== -Web, Graphics, Promotions and System Administrators Team - -Mr. Prashant Sinalkar -Ms. Dipti Ghosalkar -Ms. Sashi Rekha B M K -Ms. Priyanka Bhagwat -Mr. Lee Thomas Stephen -Mr. Rohan Mhatre -Mr. Khushal Singh Rajput -Mr. Yash Vohra -Ms. Ulfa Khawaja - -=============================== -Office Staff - -Ms.Komal Solanki -Mr.Vishal Birare -Mr. Sushant Bammkanti -Ms. Priya Hiregange - -=============================== -Osdag Expert Reviewers - -Professor S R Satish Kumar (IIT Madras, Chennai) -Dr. Pradyumna M (Independent Consultant, Bengaluru) -Mr. Yogesh D Pisal (Aker Powergas Pvt Ltd, Mumbai) -Professor Meera Raghunandan (IIT Bombay, Mumbai) -Mr. Somnath Mukherjee (MN Dastur & Co (P) Ltd, Kolkata) -Mr. Manas M Ghosh (INSDAG, Kolkata) -Mr. Pratip Bhattacharya (Tata Consulting Engineers Ltd, Kolkata) -Dr. Harshvardhan Subbarao (Construma Consultancy Pvt Ltd, Mumbai) -Professor V Kalyanaraman (Retd.) (IIT Madras, Chennai) \ No newline at end of file diff --git a/Module_test.py b/Module_test.py deleted file mode 100644 index d7a757d22..000000000 --- a/Module_test.py +++ /dev/null @@ -1,314 +0,0 @@ -import os -import errno -import yaml -import sys -import unittest -from pathlib import Path -import ast -import logging -is_travis = 'TRAVIS' in os.environ -############################ Pre-Build Database Updation/Creation ################# -sqlpath = Path('ResourceFiles/Database/Intg_osdag.sql') -sqlitepath = Path('ResourceFiles/Database/Intg_osdag.sqlite') - -if sqlpath.exists(): - if not sqlitepath.exists(): - cmd = 'sqlite3 ' + str(sqlitepath) + ' < ' + str(sqlpath) - os.system(cmd) - sqlpath.touch() - print('Database Created') - - elif sqlitepath.stat().st_size == 0 or sqlitepath.stat().st_mtime < sqlpath.stat().st_mtime - 1: - try: - sqlitenewpath = Path('ResourceFiles/Database/Intg_osdag_new.sqlite') - cmd = 'sqlite3 ' + str(sqlitenewpath) + ' < ' + str(sqlpath) - error = os.system(cmd) - print(error) - # if error != 0: - # raise Exception('SQL to SQLite conversion error 1') - # if sqlitenewpath.stat().st_size == 0: - # raise Exception('SQL to SQLite conversion error 2') - os.remove(sqlitepath) - sqlitenewpath.rename(sqlitepath) - sqlpath.touch() - print('Database Updated', sqlpath.stat().st_mtime, sqlitepath.stat().st_mtime) - except Exception as e: - sqlitenewpath.unlink() - print('Error: ', e) - -######################################################################################### -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.seated_angle_connection import SeatedAngleConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.base_plate_connection import BasePlateConnection - -from design_type.connection.beam_cover_plate import BeamCoverPlate -from design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld -from design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld - -from design_type.tension_member.tension_bolted import Tension_bolted -from design_type.tension_member.tension_welded import Tension_welded -from design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice -from design_type.connection.beam_column_end_plate import BeamColumnEndPlate -from design_type.connection.column_cover_plate import ColumnCoverPlate -from design_type.connection.column_end_plate import ColumnEndPlate -from design_type.compression_member.compression import Compression -from Common import * - - -if not is_travis: - from cad.common_logic import CommonDesignLogic - from texlive .Design_wrapper import init_display - display, start_display, add_menu, add_function_to_menu = init_display(backend_str="qt-pyqt5") - - - - -all_modules = {'Base Plate':BasePlateConnection, 'Beam Coverplate Weld Connection':BeamCoverPlateWeld,'Beam Coverplate Connection':BeamCoverPlate, - 'Cleat Angle':CleatAngleConnection, 'Column Coverplate Weld Connection':ColumnCoverPlateWeld, 'Column Coverplate Connection':ColumnCoverPlate, - 'Column Endplate Connection':ColumnEndPlate, 'End Plate':EndPlateConnection, 'Fin Plate':FinPlateConnection,'Seated Angle': SeatedAngleConnection, - 'Tension Members Bolted Design':Tension_bolted, 'Tension Members Welded Design':Tension_welded, 'Compression Member':Compression, - } - - -''' -NOTE -> test cases are running on the modules available in available_module dict. - -Add more modules from all_modules dict to available_modules for testing or simply use all_modules dict if you want to run test for all modules. - -available_module dictionary is used in - - - 1. method 'runTest(self)' inside TestModules class. - 2. function 'suite()'. - -Make sure to make the necessary changes in above functions/methods if you are changing the name of available_module. -''' - -available_module = {KEY_DISP_FINPLATE:FinPlateConnection, KEY_DISP_ENDPLATE:EndPlateConnection, - KEY_DISP_SEATED_ANGLE:SeatedAngleConnection, KEY_DISP_CLEATANGLE:CleatAngleConnection, - KEY_DISP_BEAMCOVERPLATEWELD:BeamCoverPlateWeld,KEY_DISP_BEAMCOVERPLATE:BeamCoverPlate, - KEY_DISP_COLUMNCOVERPLATEWELD:ColumnCoverPlateWeld,KEY_DISP_COLUMNCOVERPLATE:ColumnCoverPlate, - KEY_DISP_TENSION_WELDED:Tension_welded,KEY_DISP_TENSION_BOLTED:Tension_bolted, - KEY_DISP_COLUMNENDPLATE:ColumnEndPlate,KEY_DISP_BASE_PLATE:BasePlateConnection, - KEY_DISP_BB_EP_SPLICE:BeamBeamEndPlateSplice, KEY_DISP_BCENDPLATE: BeamColumnEndPlate} - -#predefined pop-up summary. -popup_summary = {'ProfileSummary': {'CompanyName': 'LoremIpsum', 'CompanyLogo': '', 'Group/TeamName': - 'LoremIpsum', 'Designer': 'LoremIpsum'},'ProjectTitle': 'Fossee', 'Subtitle': '', 'JobNumber': '123', - 'AdditionalComments': 'No comments', 'Client': 'LoremIpsum'} - - - - -def make_sure_path_exists(path): # Works on all OS. - try: - os.makedirs(path) - except OSError as exception: - if exception.errno != errno.EEXIST: - raise - - - -input_file_path = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'design_example') # input folder path - -output_file_path = os.path.join(os.path.dirname(__file__), 'OUTPUT_FILES', 'Output_PDF') # output folder path - - - -make_sure_path_exists(output_file_path) #make sure output folder exists if not then create. - - - - - - -osi_files = [file for file in os.listdir(input_file_path) if file.endswith(".osi")] # get all osi files in input_file_path directory. - -files_data = [] # list of tuples in which the first item will be file name and second item will be data of that file in dictionary format. - -def precompute_data(): - - for file in osi_files: - - in_file = input_file_path + '/' + file - - with open(in_file, 'r') as fileObject: - - uiObj = yaml.load(fileObject, yaml.Loader) - - files_data.append((file, uiObj)) - - - -class Modules: - - def run_test(self,mainWindow,main,file_name, file_data): # FinPlate test function . Similarly make functions for other Modules. - - pdf_created = False - main.set_osdaglogger(None) - error = main.func_for_validation(main,file_data) # validating files and setting inputs (although we know files are valid). - - if error is None: # if ran successfully and all input values are set without any error. Now create pdf - - ''' - - - In save_design function second argument is popup summary which user gives as an input. - For testing purpose we are giving some default values for creating every pdf. - We are actually not comparing pdf. This is just for testing purpose whether function - is running fine and creating pdf or not. - - Some changes are made in save_design function. Instead of asking for output file - location from save_design function it'll ask from 'save_inputSummary' function inside - ui_summary_popup.py file immediately after getting popup inputs and send it to - save_design function using the same dictionary in which popup inputs are present - with key name as 'filename'. - - - ''' - file_name = file_name.split(".")[0] - - path = os.path.join(output_file_path, file_name) - - popup_summary['filename'] = path # adding this key in popup_summary dict. - - popup_summary['does_design_exist'] = False - - try: - - commLogicObj = CommonDesignLogic(display, ' ', main.module, main.mainmodule) - - status = main.design_status - - commLogicObj.call_3DModel(status, main) - - fName = os.path.join(os.path.dirname(__file__),'ResourceFiles','images','3d.png') - fName_front = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'images', 'front.png') - fName_side = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'images', 'side.png') - fName_top = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'images', 'top.png') - file_extension = fName.split(".")[-1] - - if file_extension == 'png': - - display.ExportToImage(fName) - display.View_Front() - display.FitAll() - display.ExportToImage(fName_front) - display.View_Top() - display.FitAll() - display.ExportToImage(fName_side) - display.View_Right() - display.FitAll() - display.ExportToImage(fName_top) - - display.EraseAll() - - popup_summary['does_design_exist'] = True - - except: - - pass - - with open(os.path.join(os.path.dirname(__file__),'logging_text.log'),'r') as LOG: # we are already creating this log file inside each module. - to_write = LOG.read() - - popup_summary['logger_messages'] = to_write - - main.save_design(main,popup_summary) # calling the function. - - pdf_created = True # if pdf created - - is_dict_same = True - ''' - path = os.path.join(os.path.dirname(__file__), 'OUTPUT_FILES', 'Command_line_output', file_name + ".txt") - - if os.path.isfile(path): - - with open(path,"r") as file_content: - - content = file_content.read() - - content = ast.literal_eval(content) # convert dictionary string to dictionary - - output_dict = main.results_to_test(main) - - if output_dict != content: - - is_dict_same = False # if dictionary is not equal. - ''' - - open(os.path.join(os.path.dirname(__file__),'logging_text.log'), 'w').close() # better to clear the file than removing the handlers. More efficient. - # Remove the log handlers also if you don't want to see all the accumulated messages repeating each time. - - return (pdf_created & is_dict_same) - - - -class TestModules(unittest.TestCase): - def __init__(self, input, output): - super(TestModules, self).__init__() - self.input = input - self.output = output - self.module = Modules() - - def runTest(self): - - file_name = self.input[0] - file_data = self.input[1] - file_class = available_module[file_data['Module']] # check the class. - ans = self.module.run_test(self.module, file_class,file_name, file_data) - self.assertTrue(ans is self.output) - - - - -def suite(): - - suite = unittest.TestSuite() - - ''' Make changes in this line to add files in TestSuite for testing according to your need or available modules. ''' - - suite.addTests(TestModules(item, True) for item in files_data if item[1]['Module'] in available_module) - - return suite - - - - -#Block print -def blockPrint(): - sys.stdout = open(os.devnull, 'w') - -# Restore print -def enablePrint(): - sys.stdout = sys.__stdout__ - - -if __name__ == '__main__': - - blockPrint() # disable printing to avoid printing from unnecessary print statments in each modules. Although log statements can still print. - precompute_data() # precompute all data. - - open(os.path.join(os.path.dirname(__file__),'logging_text.log'), 'w').close() # Clearing the log file for test module. - - log_file = "test_log_file.log" # log file in which test results will be written. - - - with open(log_file, 'w') as TEST_LOG_FILE: - result = unittest.TextTestRunner(stream = TEST_LOG_FILE,verbosity=2).run(suite()) # Writing results to log file. - - - with open(os.path.join(os.path.dirname(__file__),log_file), 'r') as content_file: - content = content_file.read() - - ''' - Reading the log file to see the output on console rather than opening the log file to see the output. - In actual test environment we won't need it. - ''' - enablePrint() # enable printing to print the test log. - print(content) - - - test_exit_code = int(not result.wasSuccessful()) - sys.exit(test_exit_code) # This step is important for travis CI if we want to show test case fail as build fail. diff --git a/OsdagMainPage.ui b/OsdagMainPage.ui deleted file mode 100644 index 97ce2bdf4..000000000 --- a/OsdagMainPage.ui +++ /dev/null @@ -1,2212 +0,0 @@ - - - MainWindow - - - Qt::NonModal - - - - 0 - 0 - 1472 - 909 - - - - Osdag - - - - :/newPrefix/images/Osdag.png:/newPrefix/images/Osdag.png - - - QWidget::showMaximised() - - - - - - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 0 - 0 - 0 - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 0 - 120 - 215 - - - - - - - 255 - 255 - 255 - - - - - - - - - Arial - 11 - 75 - true - true - - - - Qt::StrongFocus - - - false - - - QComboBox::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QComboBox -{ -background-color: #925a5b; -color:#ffffff; -} - - - - - 0 - - - true - - - - Help - - - - - Video Tutorials - - - - - Design Examples - - - - - Ask Us a Question - - - - - About Osdag - - - - - - - - - 300 - 0 - - - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 240 - 84 - 69 - - - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 240 - 84 - 69 - - - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 171 - 194 - 80 - - - - - - - 240 - 240 - 240 - - - - - - - - Qt::NoFocus - - - Qt::ActionsContextMenu - - - QListWidget -{ -background-color: #abc250 ; -} - - - QFrame::Panel - - - QFrame::Sunken - - - 4 - - - 2 - - - - - - - - - - 13 - 50 - false - false - - - - QFrame::NoFrame - - - QFrame::Plain - - - 1 - - - - - - - Qt::Vertical - - - - 20 - 646 - - - - - - - - - 800 - 200 - - - - - 800 - 200 - - - - - - - :/newPrefix/images/Osdag_header.png - - - true - - - - - - - Qt::Horizontal - - - - 532 - 20 - - - - - - - - - 0 - 0 - - - - - 100 - 100 - - - - - - - :/newPrefix/images/logoiitb.png - - - false - - - - - - - Qt::Vertical - - - - 20 - 738 - - - - - - - - - 250 - 92 - - - - - 250 - 92 - - - - - - - :/newPrefix/images/Fossee_logo.png - - - true - - - - - - - - - 0 - 0 - - - - - - - - 0 - 0 - - - - - Arial - 11 - 75 - true - - - - Qt::ClickFocus - - - QTabBar::tab { - margin-right: 10; - } - -QTabBar::tab::selected{ - background-color: #d97f7f; - color:#000000 ; -} - -QTabBar::tab::hover{ - background-color: #d97f7f; - color:#000000 ; -} - -QTabBar::tab{ -height: 40px; -width: 200px; -background-color: #925a5b; -color:#ffffff; -} - -QTabBar::tab{ -border-top-left-radius: 2px ; -border-top-right-radius: 2px ; -border-bottom-left-radius: 0px ; -border-bottom-right-radius: 0px ; -} - - - - QTabWidget::Triangular - - - 1 - - - true - - - false - - - false - - - - - true - - - - Shear Connection - - - - - - Qt::Vertical - - - - 20 - 102 - - - - - - - - Qt::Vertical - - - - 20 - 102 - - - - - - - - Qt::Horizontal - - - - 87 - 20 - - - - - - - - - - - Arial - 12 - 75 - true - - - - Shift+F - - - Fin Plate - - - - - - - - Arial - 12 - 75 - false - true - false - - - - Qt::TabFocus - - - Qt::LeftToRight - - - - - - - ResourceFiles/images/finplate.pngResourceFiles/images/finplate.png - - - - 300 - 300 - - - - Shift+F - - - true - - - - - - - - - Qt::Horizontal - - - - 175 - 20 - - - - - - - - - - - Arial - 12 - 75 - true - - - - Shift+C - - - Cleat Angle - - - - - - - - Arial - 12 - 75 - false - true - false - false - - - - Qt::TabFocus - - - Qt::LeftToRight - - - QRadioButton - - - - - - - ResourceFiles/images/cleatAngle.pngResourceFiles/images/cleatAngle.png - - - - 300 - 300 - - - - Shift+C - - - - - - - - - Qt::Horizontal - - - - 87 - 20 - - - - - - - - Qt::Horizontal - - - - 87 - 20 - - - - - - - - - - - Arial - 12 - 75 - true - - - - Shift+E - - - End Plate - - - - - - - - Arial - 12 - 75 - false - true - - - - Qt::TabFocus - - - Qt::LeftToRight - - - - - - - ResourceFiles/images/endplate.pngResourceFiles/images/endplate.png - - - - 300 - 300 - - - - Shift+E - - - - - - - - - Qt::Horizontal - - - - 175 - 20 - - - - - - - - - - - Arial - 12 - 75 - true - - - - Shift+S - - - Seated Angle - - - - - - - Qt::TabFocus - - - - - - - :/newPrefix/images/seatedAngle1.png:/newPrefix/images/seatedAngle1.png - - - - 300 - 300 - - - - Shift+S - - - - - - - - - Qt::Horizontal - - - - 87 - 20 - - - - - - - - Qt::Vertical - - - - 20 - 102 - - - - - - - - Qt::Vertical - - - - 20 - 102 - - - - - - - - Qt::Horizontal - - - - 262 - 20 - - - - - - - - - 190 - 30 - - - - - 190 - 30 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Enter - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Start - - - Return - - - false - - - false - - - true - - - - - - - Qt::Horizontal - - - - 262 - 20 - - - - - - - - - Qt::RightToLeft - - - Moment Connection - - - This connection is under development - - - - - - Qt::Horizontal - - - QSizePolicy::Fixed - - - - 260 - 301 - - - - - - - - Qt::Vertical - - - - 328 - 152 - - - - - - - - Qt::Vertical - - - - 156 - 152 - - - - - - - - - Arial - 12 - 75 - true - - - - Qt::LeftToRight - - - PEB - - - - - - - Qt::Vertical - - - - 156 - 163 - - - - - - - - - Arial - 12 - 75 - true - - - - Qt::LeftToRight - - - Coulmn-Column - - - - - - - Qt::Horizontal - - - - 349 - 25 - - - - - - - - Qt::Vertical - - - - 328 - 163 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - - - - Arial - 12 - 75 - true - - - - Beam-Column - - - true - - - - - - - Qt::LeftToRight - - - - - - - :/newPrefix/images/coverplate.png:/newPrefix/images/coverplate.png - - - - 300 - 300 - - - - - - - - - - - - - Arial - 12 - 75 - true - - - - Beam-Beam - - - - - - - - Arial - 12 - - - - Qt::LeftToRight - - - - - - - :/newPrefix/images/1.png:/newPrefix/images/1.png - - - - 300 - 300 - - - - - - - - - - - Truss Connection - - - - - - Qt::Horizontal - - - - 218 - 20 - - - - - - - - - Arial - 12 - - - - This module is not available in the current version. - - - - - - - Qt::Horizontal - - - - 218 - 20 - - - - - - - - - - - - - - - - - Arial - 12 - 75 - true - - - - End Plate Connection - - - - - - - Qt::Vertical - - - - 20 - 358 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - Qt::Horizontal - - - - 382 - 20 - - - - - - - - - Arial - 12 - - - - - - - - :/newPrefix/images/extended.png:/newPrefix/images/extended.png - - - - 300 - 300 - - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - Qt::Horizontal - - - - 364 - 20 - - - - - - - - - 190 - 30 - - - - - 190 - 30 - - - - - Arial - 11 - 75 - true - - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Start - - - Ctrl+S - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Arial - 12 - - - - - - - - :/newPrefix/images/coverplate.png:/newPrefix/images/coverplate.png - - - - 300 - 300 - - - - - - - - - Arial - 12 - 75 - true - - - - Cover Plate Connection - - - - - - - Qt::Horizontal - - - - 143 - 20 - - - - - - - - - - - - - - 60 - 97 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - false - - - Qt::StrongFocus - - - Qt::ActionsContextMenu - - - Ctrl+Shift+C - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - - Connection - - - Ctrl+Shift+C - - - true - - - false - - - - - - 60 - 144 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+T - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - - Tension Member - - - Ctrl+Shift+T - - - true - - - - - - 60 - 191 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+M - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - - Compression Member - - - Ctrl+Shift+M - - - true - - - - - - 60 - 238 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+F - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Flexural Member - - - Ctrl+Shift+F - - - true - - - - - - 60 - 285 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+B - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Beam-Column - - - Ctrl+Shift+B - - - true - - - - - - 60 - 332 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+P - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Plate Girder - - - Ctrl+Shift+P - - - true - - - - - - 60 - 379 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+R - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Truss - - - Ctrl+Shift+R - - - true - - - - - - 60 - 426 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+2 - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - 2D Frame - - - Ctrl+2 - - - true - - - - - - 60 - 473 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+3 - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - 3D Frame - - - Ctrl+3 - - - true - - - - - - 60 - 520 - 200 - 32 - - - - - Arial - 11 - 75 - true - - - - Ctrl+Shift+D - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Group Design - - - Ctrl+Shift+D - - - true - - - - - - 11 - 11 - 2 - 2 - - - - - layoutWidget - myStackedWidget - btn_beamCol - btn_compression - btn_truss - btn_2dframe - btn_3dframe - btn_groupdesign - btn_plate - btn_tension - btn_connection - btn_flexural - - - - - 0 - 0 - 1472 - 21 - - - - - - - toolBar - - - TopToolBarArea - - - false - - - - - btn_connection - btn_tension - btn_compression - btn_flexural - btn_beamCol - btn_plate - btn_truss - btn_2dframe - btn_3dframe - btn_groupdesign - comboBox_help - rdbtn_finplate - rdbtn_cleat - rdbtn_endplate - rdbtn_seat - btn_start - - - - - - diff --git a/README.md b/README.md index 53743c997..15ec3a3ad 100644 --- a/README.md +++ b/README.md @@ -1,182 +1,197 @@ -

-
- Open Steel Design and Graphics

- Osdag on Cloud

- Osdag on Cloud is a web-based free/libre and open-source software for the design (and detailing) of steel structures, following the Indian Standard IS 800:2007. It allows the user to design steel connections, members and systems using a graphical user interface. The interactive GUI provides a 3D visualisation of the designed component and an option to export the CAD model to any drafting software for the creation of construction/fabrication drawings. The design is typically optimised following industry best practices. - -

- -## Table of contents -* Quick start -* Contributing -* Copyright and license - -## Quick start - -#### System Requirements: -Operating System: -Ubuntu LTS 20.04 / 22.04 -Hardware Requirements: -Minimum 4 Gb RAM -Minimum of 1 Gb of free disk space - -This setup script is for machines running Ubuntu that do not have Miniconda3. -If you have Miniconda3 already installed on your computer, please skip Step/Command 1 and proceed to Step/Command 2. - - -Installation steps: -=================== - -Installing Python version 3 -Command 1: - sudo apt update -Command 2: - sudo apt install python3 -Command 3: - python3 --version - -Installing GCC -Command 1: - sudo apt update -Command 2: - sudo apt install build-essential -Command 3: - gcc --version - -The Osdag on Cloud project uses ā€™Condaā€™ environment which contains all the dependencies. To first download these, visit the link : https://osdag.fossee.in/resources/downloads -and download the Installer [Release:2021-02-15] for Ubuntu. - -Extract the downloaded installer using the Archive Manager/File-Roller, or using -the following command on the bash prompt: - - tar -xvf Osdag_ubuntu_installer_v2021.02.a.a12f.tar.gz - - -Note: If you have already installed the previous version of Osdag in your system then delete the same. -It is mandatory to execute Commands 1 and 2 to successfully install this version of Osdag. -If you have LaTeX installed you may skip Step/Command 3. - -In bash, navigate to the extracted installation folder containing the shell -scripts (the folder that contains this README file) and a folder named Osdag, -and enter Command 1, Command 2 and Command 3 given below. - - -Note: After entering Command 1, while installing Miniconda3, you will be asked -whether you wish to set the system default python to Miniconda3. You need to agree -to this, in order for the second command to work. After installing Miniconda3 close the terminal. -Re-open the terminal at the same location and execute Command 2 and/or Command 3 respectively. - -You will need internet connection to execute Step/Command 3. - - Step/Command 1: - bash 1-install-Miniconda3-latest-Linux-x86_64.sh - - Step/Command 2: - bash 2-install-osdag.sh - - Step/Command 3: - bash 3-install-texlive.sh - - - Running Osdag: - ============= - After the installation is complete, you may copy/move the extracted Osdag folder - to a location of your choice (say, directly under your home folder). - - Using the Command: - In the bash prompt, navigate to the Osdag directory and enter the following command - - python osdagMainPage.py - - Running Osdag on Cloud: - ====================== - Node v16.20.0 : Install Node from NVM by running these commands in the terminal - - Command 1: - cd ~ - Command 2: - curl -sL https://deb.nodesource.com/setup_16.x -o nodesource_setup.sh - Command 3: - sudo bash nodesource_setup.sh - Command 4: - sudo apt-get install nodejs - Command 5: - node -v - - Postgres : Install Postgres by running the following commands - Command 1: - sudo sh -c 'echo "deb https://apt.postgresql.org/pub/repos/apt $(lsb_release -cs)-pgdg main" > /etc/apt/sources.list.d/pgdg.list' - Command 2: - wget --quiet -O - https://www.postgresql.org/media/keys/ACCC4CF8.asc | sudo apt-key add - - Command 3: - sudo apt-get update - Command 4: - sudo apt-get -y install postgresql - - Freecad : Install freecad with the following commands - Command 1: - cd / - Command 2: - sudo apt-get update - Command 3: - sudo apt-get install snapd - Command 4: - sudo snap install freecad - - Installing Vite - Command 1: - sudo apt-get -y install vite - - Setting up Osdag on Cloud - - sudo apt-get update - sudo apt-get install -y texlive-latex-extra - git clone https://github.com/SurajBhosale003/Osdag-web.git - conda activate - - Enter into the Postgres Terminal - sudo -u postgres psql - Create a new role - CREATE ROLE osdagdeveloper PASSWORD 'password' SUPERUSER CREATEDB CREATEROLE INHERIT REPLICATION LOGIN; - Create a database - CREATE DATABASE "postgres_Intg_osdag" WITH OWNER osdagdeveloper; - Exit fron the Postgres terminal - \q - - Enter into the Osdag-web folder which you have cloned - cd Desktop/Osdag-web - Switch to "develop" branch - git checkout develop - Install requirements.txt packages - pip install -r requirements.txt - Configure the Postgres database - python populate_database.py - python update_sequences.py - python manage.py migrate - Install the node dependencies - cd osdagclient - npm install - cd .. - - Start the Django server - python manage.py runserver 8000 - Open another terminal, navigate to root of Osdag-web folder and run the following commands - cd osdagclient - npm run dev - - Now your server and client should be running. Navigate to http://localhost:5173/ on your browser. -## Contributing -Osdag on Cloud invites enthusiasts with similar interest(s) to contribute to Osdag on Cloud development. Your contributions can go a long way in improving the software. -Please take a moment to review the guidelines for contributing. - - * Bug reports - * Feature requests - * Pull requests - - -## Copyright and license -(c) Copyright Osdag contributors 2020.
-This program comes with ABSOLUTELY NO WARRANTY. This is free software, and you are welcome to redistribute it under certain conditions. See the License.txt file for details regarding the license. -The beta version of Osdag is released under the terms and conditions of the GNU LESSER GENERAL PUBLIC LICENSE (LGPL) Version 3. - -=============================== End of File =============================== +# Osdag-Web Application + +Osdag-Web is the web-based version of Osdag, providing professional-grade design, 3D CAD modeling, and report generation for structural steel connections and members. + +Under the hood, Osdag-Web uses an asynchronous architecture powered by **Django**, **Celery**, and **Redis** to offload heavy calculations and CAD/PDF rendering to background workers, ensuring high availability and responsive UI interactions under concurrent user load. + +--- + + +## Core Features & Project Workspace + +Osdag-Web provides a full-featured engineering workspace in the web browser, containing several key capabilities: + +* **Persistent Project Dashboard**: Authenticated users can create, save, list, load, and manage structural design projects, persisting their configurations in a cloud PostgreSQL database. +* **Interactive 3D CAD Viewer**: Real-time rendering of structural steel details using Three.js / React Three Fiber. Features camera actions (axis-aligned view snaps, pan, zoom, auto-rotation) and contextual dimension tooltips when hovering over components. +* **CAD File Export**: Save full 3D assembly models of calculated connections in high-fidelity formats like **STEP**, **BREP**, **STL**, **IGES**, and **IFC** for use in professional CAD/BIM tools. +* **Automated Design Reports**: Compile complete design calculation sheets with Limit States verification summaries, structural drawings, and parameters into PDF reports, or export raw inputs/outputs to CSV format. +* **Design Preferences Configuration**: Fine-tune detailed safety factors, mechanical limit states, spacing rules, weld sizes, and bolt property constraints. +* **OSI File Exchange Format Support**: Full compatibility with the Osdag Input (`.osi`) plain-text configuration format to exchange design states between Osdag Web and Osdag Desktop environments. +* **Guest vs. Authenticated Sessions**: Non-registered users can test modules on-the-fly with file-based imports, while logged-in users get complete database persistence and auto-save. + +--- + +## Available Design Modules + +Osdag-Web supports design calculations and CAD visualization for multiple categories of structural connections and members: + +* **Shear Connections**: + * **Fin Plate Connection** + * **End Plate Connection** + * **Cleat Angle Connection** + * **Seated Angle Connection** +* **Moment Connections**: + * **Beam-to-Column Connections**: + * **End Plate Connection** + * **Beam Splices (Beam-to-Beam)**: + * **End Plate Splice** + * **Cover Plate Splice (Bolted)** + * **Cover Plate Splice (Welded)** + * **Column Splices (Column-to-Column)**: + * **End Plate Splice** + * **Cover Plate Splice (Bolted)** + * **Cover Plate Splice (Welded)** +* **Simple Connections**: + * **Lap Joint (Bolted)** + * **Lap Joint (Welded)** + * **Butt Joint (Bolted)** + * **Butt Joint (Welded)** +* **Tension Members**: + * **Tension Member (Bolted to End Gusset)** + * **Tension Member (Welded to End Gusset)** +* **Compression Members**: + * **Axially Loaded Column** + * **Struts (Bolted to End Gusset)** + * **Struts (Welded to End Gusset)** +* **Flexural Members**: + * **Simply Supported Beams** + * **Cantilever Beams** + * **Purlins** +* **Base Plate**: + * **Base Plate Connection** + +--- + +## Developer Documentation + +For a comprehensive guide to the codebase topology, API adapters, frontend state management, 3D CAD visualization pipeline, and containerization setup, refer to the [Osdag-Web Code & Architecture Documentation Index](documentation/INDEX.md). + +Recommended to use linux for the dev setup. because why not:) + +--- + +## How to Run Osdag-Web + +You can run the Osdag-Web application either using **Docker Compose** (recommended, as it automatically sets up Redis and databases) or **Native Local Development**. + +### Firebase Configuration (Prerequisite) + +Before running the application via either Docker or Native setups, you must add the Firebase service account credentials JSON file for authentication: +Ask abhijithsogal@gmail.com to add your email to users in the project. + +1. Obtain your service account key JSON file from the Firebase Console (Project Settings -> Service Accounts -> Generate new private key). +2. Save this file as `firebase-service-account.json` and place it inside the `backend/` directory of this repository: + ``` + backend/firebase-service-account.json + ``` + +### Option A: Using Docker Compose (Recommended) + +To run the entire stack (Postgres, Redis, Django, Celery Worker, React frontend) in containers: + +1. Build and run all services: + ```bash + docker compose up --build + ``` +2. Navigate to `http://localhost:5173/` in your browser. + +> [!TIP] +> **Docker Development & Auto-Reloading:** +> * **Frontend Changes**: You **do not** need to rebuild or restart anything. The `./frontend` directory is volume-mounted, and Vite's Hot Module Replacement (HMR) automatically reflects changes in your browser instantly. +> * **Backend / Python Changes**: You **do not** need to run `--build` since the code is volume-mounted directly. To load your python changes, you just need to quickly restart the container processes: +> ```bash +> docker compose restart backend celery_worker +> ``` +> * **When to build**: You only need to run `--build` when modifying Dockerfiles, adding dependencies (in `requirements.txt` / `package.json`), or changing build configurations. + +--- + +### Option B: Native Local Development (No Docker) + +> [!WARNING] +> **`python manage.py runserver` cannot be used for load testing.** +> It is single-process, single-threaded, and does not support WebSockets (Django Channels). +> Under concurrent load it will queue all requests behind each other, producing completely misleading results. +> Use **gunicorn + uvicorn** (shown below) for any real testing. + +#### Prerequisites +1. **Redis**: Ensure a Redis server is installed and running: + ```bash + sudo apt-get install redis-server + sudo systemctl start redis-server + ``` +2. **Postgres**: Make sure Postgres is running and the database is configured according to the [Installation Instructions](documentation/installation.md). + +#### Step-by-Step Setup + +1. **Start the Celery Worker**: + Open a new terminal session, navigate to the `backend` folder, activate the conda environment, and start the Celery worker: + ```bash + cd backend + conda activate osdag-web + celery -A config worker -Q calculations,cad,reports,celery --loglevel=info --concurrency=4 + ``` + +2. **Start the Django Backend (ASGI ā€” required for load testing)**: + Use **gunicorn with uvicorn workers** ā€” this is the same server the Docker setup uses and the only one that correctly handles concurrent requests and WebSocket connections. + ```bash + cd backend + conda activate osdag-web + # Run migrations first (only needed once or after model changes) + python manage.py migrate + + # Start gunicorn with uvicorn ASGI workers + gunicorn config.asgi:application \ + --bind 0.0.0.0:8000 \ + --workers 2 \ + --worker-class uvicorn.workers.UvicornWorker \ + --timeout 120 \ + --log-level info + ``` + + > [!NOTE] + > Increase `--workers` to match your CPU core count for heavier tests. + > A common rule of thumb is `2 Ɨ CPU cores + 1`. + > Each worker is a separate OS process that handles requests concurrently. + + > [!TIP] + > **For quick day-to-day development only** (single user, no WebSocket, no concurrency), + > you may still use `python manage.py runserver 8000`. Never use it for performance testing. + +3. **Start the Vite Frontend**: + Open a new terminal session, navigate to the `frontend` folder, and start the React dev server: + ```bash + cd frontend + npm install + npm run dev + ``` + +4. **Access the Application**: + Navigate to `http://localhost:5173/` in your browser. + + + +--- + +### Option C: Using the Launcher Script (Linux / macOS) + +If you are on Linux or macOS, you can launch all three services (Celery worker, Django backend, and Vite frontend) automatically using the provided `osdagweb.sh` script: + +1. Ensure the script is executable: + ```bash + chmod +x osdagweb.sh + ``` +2. Run the script: + ```bash + ./osdagweb.sh + ``` + This will start all background processes and output their logs into the `logs/` directory. Press `Ctrl-C` at any time to shut down all processes cleanly. + +--- + +## Load Testing & Diagnostics + +Osdag-Web ships with a full observability stack (InfluxDB v2 time-series database & Grafana live dashboards) for stress-testing and monitoring concurrently running design calculations. + +For details on configuration, telemetry schemas, and running load tests, refer to [Chapter 12: Load Test Monitoring & Observability](documentation/chapter_12_load_testing_observability.md). + diff --git a/Report_functions_a.py b/Report_functions_a.py deleted file mode 100644 index fed2e89cd..000000000 --- a/Report_functions_a.py +++ /dev/null @@ -1,2553 +0,0 @@ -from builtins import str -import time -import math -from Common import * -from utils.common.is800_2007 import * -import os -# from utils.common import component -from pylatex import Document, Section, Subsection -from pylatex.utils import italic, bold -#import pdflatex -import sys -import datetime -#from PyQt5.QtCore import pyqtSlot,pyqtSignal, QObject - - -from pylatex import Document, Section, Subsection, Tabular, Tabularx,MultiColumn -from pylatex import Math, TikZ, Axis, Plot, Figure, Matrix, Alignat -from pylatex.utils import italic, NoEscape -#from pdflatex import PDFLaTeX -import os -from pylatex import Document, PageStyle, Head, MiniPage, Foot, LargeText, \ - MediumText, LineBreak, simple_page_number -from pylatex.utils import bold - - -def min_pitch(d):#TODO:Done - """ - Calculate the min pitch distance - Args: - d:Diameter of provided bolt in mm (float) - Returns: - Minimum pitch distance in mm (float) - Note: - Reference: - IS 800:2007, cl. 10.2.2 - - """ - min_pitch = 2.5*d - d = str(d) - min_pitch = str(min_pitch) - - min_pitch_eqn = Math(inline=True) - min_pitch_eqn.append(NoEscape(r'\begin{aligned}p/g_{min}&= 2.5 ~ d\\')) - min_pitch_eqn.append(NoEscape(r'&=2.5*' + d + r'\\&=' + min_pitch + r'\\')) - min_pitch_eqn.append(NoEscape(r'[Ref.~I&S~800:2007,~Cl.~10.2.2] \end{aligned}')) - - return min_pitch_eqn - - - -def cl_10_2_2_min_spacing(d, parameter='pitch'): - """ minimum spacing between two adjacent fasteners as per cl.10.2.2, IS 800:2007 - Args: - d: diameter of the fastener (int) - - Returns: - equation for the minimum spacing between two adjacent fasteners which is 2.5 * diameter of the fastener - """ - d = str(d) - min_spacing = 2.5 * d - min_spacing = str(min_spacing) - - min_spacing_eqn = Math(inline=True) - if parameter == 'pitch': - min_spacing_eqn.append(NoEscape(r'\begin{aligned}Pitch~Distance~_{min} = 2.5 ~ d\\')) - else: - min_spacing_eqn.append(NoEscape(r'\begin{aligned}Gauge~Distance~_{min} = 2.5 ~ d\\')) - min_spacing_eqn.append(NoEscape(r'= &2.5*' + d + r'&=' + min_spacing + r'\end{aligned}')) - - return min_spacing_eqn - - -def cl_10_2_3_1_max_spacing(t, parameter='pitch'): - """ maximum spacing between two adjacent fasteners as per cl.10.2.3.1, IS 800:2007 - Args: - t: thickness of the thinner plate (int) - - Returns: - equation for the maximum spacing between two adjacent fasteners which is minimum of (32*t, 300mm) - """ - t = str(t) - max_spacing = min(32 * t, 300) - max_spacing = str(max_spacing) - - max_spacing_eqn = Math(inline=True) - if parameter == 'pitch': - max_spacing_eqn.append(NoEscape(r'\begin{aligned}Pitch~Distance~_{max} = min~(32 ~ t, ~300~mm)\\')) - else: - max_spacing_eqn.append(NoEscape(r'\begin{aligned}Gauge~Distance~_{max} = min~(32 ~ t, ~300~mm)\\')) - max_spacing_eqn.append(NoEscape(r'= min (&32*' + t + r', 300~mm)&=' + max_spacing + r'\end{aligned}')) - - return max_spacing_eqn - - -def cl_10_2_4_2_min_edge_end_dist(d, bolt_hole_type='Standard', edge_type='a - Sheared or hand flame cut', parameter='end_dist'): - """Calculate minimum end and edge distance - Args: - d - Nominal diameter of fastener in mm (float) - bolt_hole_type - Either 'Standard', 'Over-sized', 'Short Slot' or 'Long Slot' (str) - edge_type - Either 'hand_flame_cut' or 'machine_flame_cut' (str) - parameter - edge or end distance required to return the specific equation (str) - Returns: - Equation for minimum end and edge distance from the centre of any hole to the nearest edge of a plate in mm (float) - Note: - Reference: - IS 800:2007, cl. 10.2.4.2 - """ - d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type) - if edge_type == 'a - Sheared or hand flame cut': - end_edge_multiplier = 1.7 - else: - # TODO : bolt_hole_type == 'machine_flame_cut' is given in else - end_edge_multiplier = 1.5 - - min_end_edge_dist = end_edge_multiplier * d_0 - - d_0 = str(d_0) - end_edge_multiplier = str(end_edge_multiplier) - min_end_edge_dist = str(min_end_edge_dist) - - end_edge_eqn = Math(inline=True) - if parameter == 'end_dist': - end_edge_eqn.append(NoEscape(r'\begin{aligned}End~Distance~_{min} = ' + end_edge_multiplier + '~d_0\\')) - else: # parameter == 'edge_dist' - end_edge_eqn.append(NoEscape(r'\begin{aligned}Edge~Distance~_{min} = ' + end_edge_multiplier + '~d_0\\')) - - end_edge_eqn.append(NoEscape(r'\begin = ' + end_edge_multiplier + '~ ' + d_0 + '\\')) - end_edge_eqn.append(NoEscape(r'\begin = ' + min_end_edge_dist + '')) - - return end_edge_eqn - - -def cl_10_2_4_3_max_edge_dist(plate_thicknesses, f_y, corrosive_influences=False, parameter='end_dist'): - """Calculate maximum end and edge distance - Args: - plate_thicknesses - List of thicknesses in mm of outer plates (list or tuple) - f_y - Yield strength of plate material in MPa (float) - corrosive_influences - Whether the members are exposed to corrosive influences or not (Boolean) - Returns: - Maximum end and edge distance to the nearest line of fasteners from an edge of any un-stiffened part in mm (float) - Note: - Reference: - IS 800:2007, cl. 10.2.4.3 - """ - t = min(plate_thicknesses) - epsilon = math.sqrt(250 / f_y) - - if corrosive_influences is True: - max_end_edge_dist = 40.0 + 4 * t - else: - max_end_edge_dist = 12 * t * epsilon - - t = str(t) - epsilon = str(epsilon) - max_end_edge_dist = str(max_end_edge_dist) - - end_edge_eqn = Math(inline=True) - if corrosive_influences is False and parameter == 'end_dist': - end_edge_eqn.append(NoEscape(r'\begin{aligned}End~Distance~_{max} = 12~t~\epsilon~-when~members~are~not~exposed~to~corrosive~influences\\')) - end_edge_eqn.append(NoEscape(r'\begin = 12' + t + '~' + epsilon + '\\')) - else: # corrosive_influences is True and parameter is 'end_dist' - end_edge_eqn.append(NoEscape(r'\begin{aligned}End~Distance~_{max} = 40~mm~+~4~t~-when~members~are~exposed~to~corrosive~influences\\')) - end_edge_eqn.append(NoEscape(r'\begin = 40~mm~+~4~' + t + '\\')) - - if corrosive_influences is False and parameter == 'edge_dist': - end_edge_eqn.append(NoEscape(r'\begin{aligned}Edge~Distance~_{max} = 12~t~\epsilon~-when~members~are~not~exposed~to~corrosive~influences\\')) - end_edge_eqn.append(NoEscape(r'\begin = 12' + t + '~' + epsilon + '\\')) - else: # corrosive_influences is True and parameter is 'edge_dist' - end_edge_eqn.append(NoEscape(r'\begin{aligned}Edge~Distance~_{max} = 40~mm~+~4~t~-when~members~are~exposed~to~corrosive~influences\\')) - end_edge_eqn.append(NoEscape(r'\begin = 40~mm~+~4~' + t + '\\')) - - end_edge_eqn.append(NoEscape(r'\begin = ' + max_end_edge_dist + '')) - - return end_edge_eqn - -def max_pitch(t):#todo:done - """ - Calculate the maximum pitch distance - Args: - t: Thickness of thinner plate in mm (float) - Returns: - Max pitch in mm (float) - Note: - Reference: - IS 800:2007, cl. 10.2.3 - """ - t1 = str(t[0]) - t2 = str(t[0]) - max_pitch_1 = 32*min(t) - max_pitch_2 = 300 - max_pitch = min(max_pitch_1,max_pitch_2) - t = str(min(t)) - max_pitch = str(max_pitch) - - - max_pitch_eqn = Math(inline=True) - max_pitch_eqn.append(NoEscape(r'\begin{aligned}p/g_{max}&=\min(32~t,~300~mm)\\')) - max_pitch_eqn.append(NoEscape(r'&=\min(32 *~' + t+ r',~ 300 ~mm)\\&='+max_pitch+r'\\')) - max_pitch_eqn.append(NoEscape(r'&t = min('+t1+','+t2+r'\\')) - max_pitch_eqn.append(NoEscape(r'[Ref.~IS~&800:2007,~Cl.~10.2.3]\end{aligned}')) - - return max_pitch_eqn - - -def min_edge_end(d_0,edge_type): - if edge_type == 'a - Sheared or hand flame cut': - factor = 1.7 - else: - factor = 1.5 - min_edge_dist = round(factor * d_0,2) - - min_edge_dist = str(min_edge_dist) - - factor = str(factor) - d_0 = str(d_0) - - min_end_edge_eqn = Math(inline=True) - min_end_edge_eqn.append(NoEscape(r'\begin{aligned}e/e`_{min} &=[1.5~or~ 1.7] * d_0\\')) - min_end_edge_eqn.append(NoEscape(r'&='+factor + r'*' + d_0+r'='+min_edge_dist+r' \end{aligned}')) - return min_end_edge_eqn - - -#TODO: consider using max_edge_end_new instead of this function in all modules -def max_edge_end(f_y,t): - - epsilon = round(math.sqrt(250/f_y),2) - max_edge_dist = round(12*t*epsilon,2) - max_edge_dist = str(max_edge_dist) - t = str(t) - f_y = str(f_y) - - max_end_edge_eqn = Math(inline=True) - max_end_edge_eqn.append(NoEscape(r'\begin{aligned}e/e`_{max} &= 12~ t~ \varepsilon&\\')) - max_end_edge_eqn.append(NoEscape(r'\varepsilon &= \sqrt{\frac{250}{f_y}}\\')) - max_end_edge_eqn.append(NoEscape(r'e/e`_{max}&=12 ~*'+ t + r'*\sqrt{\frac{250}{'+f_y+r'}}\\ &='+max_edge_dist+r'\\ \end{aligned}')) - return max_end_edge_eqn - - -def max_edge_end_new(t_fu_fy,corrosive_influences): - t_epsilon_considered = t_fu_fy[0][0] * math.sqrt(250 / float(t_fu_fy[0][2])) - t_considered = t_fu_fy[0][0] - t_min = t_considered - for i in t_fu_fy: - t = i[0] - f_y = i[2] - epsilon = math.sqrt(250 / f_y) - if t * epsilon <= t_epsilon_considered: - t_epsilon_considered = t * epsilon - t_considered = t - if t < t_min: - t_min = t - - if corrosive_influences is True: - max_edge_dist = 40.0 + 4 * t_min - else: - max_edge_dist = 12 * t_epsilon_considered - - max_edge_dist = str(max_edge_dist) - t1=str(t_fu_fy[0][0]) - t2=str(t_fu_fy[1][0]) - fy1 = str(t_fu_fy[0][2]) - fy2 = str(t_fu_fy[1][2]) - max_end_edge_eqn = Math(inline=True) - if corrosive_influences is False: - max_end_edge_eqn.append(NoEscape(r'\begin{aligned}e/e`_{max} &= 12~ t~ \varepsilon&\\')) - max_end_edge_eqn.append(NoEscape(r'\varepsilon &= \sqrt{\frac{250}{f_y}}\\')) - max_end_edge_eqn.append(NoEscape(r'e1 &= 12 ~*' + t1 + r'*\sqrt{\frac{250}{' + fy1 + r'}}\\')) - max_end_edge_eqn.append(NoEscape(r'e2 &= 12 ~*' + t2 + r'*\sqrt{\frac{250}{' + fy2 + r'}}\\')) - max_end_edge_eqn.append(NoEscape(r'e/e`_{max}&=min(e1,e2)\\')) - max_end_edge_eqn.append(NoEscape(r' &=' + max_edge_dist + r'\\ \end{aligned}')) - else: - max_end_edge_eqn.append(NoEscape(r'e/e`_{max}&=40 + 4*t \\')) - max_end_edge_eqn.append(NoEscape(r'Where, t&= min(' + t1 +', '+t2+r')\\')) - max_end_edge_eqn.append(NoEscape(r'e/e`_{max}&='+max_edge_dist+r' \end{aligned}')) - return max_end_edge_eqn - - -def bolt_shear_prov(f_ub,n_n,a_nb,gamma_mb,bolt_shear_capacity): - f_ub = str(f_ub) - n_n = str(n_n) - a_nb = str(a_nb) - gamma_mb= str(gamma_mb) - bolt_shear_capacity=str(bolt_shear_capacity) - bolt_shear_eqn = Math(inline=True) - bolt_shear_eqn.append(NoEscape(r'\begin{aligned}V_{dsb} &= \frac{f_{ub} ~n_n~ A_{nb}}{\sqrt{3} ~\gamma_{mb}}\\')) - bolt_shear_eqn.append(NoEscape(r'&= \frac{'+f_ub+'*'+n_n+'*'+a_nb+'}{\sqrt{3}~*~'+ gamma_mb+r'}\\')) - bolt_shear_eqn.append(NoEscape(r'&= '+bolt_shear_capacity+r'\end{aligned}')) - return bolt_shear_eqn - - -def bolt_bearing_prov(k_b,d,conn_plates_t_fu_fy,gamma_mb,bolt_bearing_capacity): - t_fu_prev = conn_plates_t_fu_fy[0][0] * conn_plates_t_fu_fy[0][1] - t = conn_plates_t_fu_fy[0][0] - f_u = conn_plates_t_fu_fy[0][1] - for i in conn_plates_t_fu_fy: - t_fu = i[0] * i[1] - if t_fu <= t_fu_prev: - t = i[0] - f_u = i[1] - k_b = str(k_b) - d = str(d) - t = str(t) - f_u= str(f_u) - gamma_mb=str(gamma_mb) - bolt_bearing_capacity = str(bolt_bearing_capacity) - bolt_bearing_eqn = Math(inline=True) - bolt_bearing_eqn.append(NoEscape(r'\begin{aligned}V_{dpb} &= \frac{2.5~ k_b~ d~ t~ f_u}{\gamma_{mb}}\\')) - bolt_bearing_eqn.append(NoEscape(r'&= \frac{2.5~*'+ k_b+'*'+ d+'*'+t+'*'+f_u+'}{'+gamma_mb+r'}\\')) - bolt_bearing_eqn.append(NoEscape(r'&='+bolt_bearing_capacity+r'\end{aligned}')) - - return bolt_bearing_eqn - - -def bolt_capacity_prov(bolt_shear_capacity,bolt_bearing_capacity,bolt_capacity): - bolt_shear_capacity = str(bolt_shear_capacity) - bolt_bearing_capacity = str(bolt_bearing_capacity) - bolt_capacity = str(bolt_capacity) - bolt_capacity_eqn = Math(inline=True) - bolt_capacity_eqn.append(NoEscape(r'\begin{aligned}V_{db} &= min~ (V_{dsb}, V_{dpb})\\')) - bolt_capacity_eqn.append(NoEscape(r'&= min~ ('+bolt_shear_capacity+','+ bolt_bearing_capacity+r')\\')) - bolt_capacity_eqn.append(NoEscape(r'&='+ bolt_capacity+r'\end{aligned}')) - - return bolt_capacity_eqn - - -def cl_10_3_5_bearing_bolt_tension_resistance(f_ub, f_yb, A_sb, A_n, safety_factor_parameter=KEY_DP_FAB_FIELD): - """ - Calculate design tensile strength of bearing bolt - Args: - f_ub - Ultimate tensile strength of the bolt in MPa (float) - f_yb - Yield strength of the bolt in MPa (float) - A_sb - Shank area of bolt in sq. mm (float) - A_n - Net tensile stress area of the bolts as per IS 1367 in sq. mm (float) - return: - T_db - Design tensile strength of bearing bolt in N (float) - Note: - Reference: - IS 800:2007, cl 10.3.5 - """ - f_ub = str(f_ub) - f_yb = str(f_yb) - A_sb = str(A_sb) - A_n = str(A_n) - gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][safety_factor_parameter] - gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] - tension_resistance = Math(inline=True) - tension_resistance.append(NoEscape(r'\begin{aligned} T_{db} = 0.90~f_{ub}~A_n < f_{yb}~A_{sb}~(\gamma_{mb}~/~\gamma_{m0}) \\')) - tension_resistance.append(NoEscape(r'\begin = 0.90~' + f_ub + '~ ' + A_n + '< ' + f_yb + '~ ' + A_sb + '~(' + gamma_mb + '~/~' + gamma_m0 + '')) - tension_resistance.append(NoEscape(r'\begin = 0.90~' + f_ub + '~ ' + A_n + '')) - - return tension_resistance - - -def cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_sb, V_db, T_b, T_db, value): - """Check for bolt subjected to combined shear and tension - Args: - V_sb - factored shear force acting on the bolt, - V_db - design shear capacity, - T_b - factored tensile force acting on the bolt, - T_db - design tension capacity. - return: combined shear and friction value - Note: - Reference: - IS 800:2007, cl 10.3.6 - """ - V_sb = str(V_sb) - V_db = str(V_db) - T_b = str(T_b) - T_db = str(T_db) - value = str(value) - - combined_capacity_eqn = Math(inline=True) - combined_capacity_eqn.append(NoEscape(r'\begin{aligned}\bigg(\frac{V_{sb}}{V_{db}}\bigg)^2 + \bigg(\frac{T_{b}}{T_{db}}\bigg)^2 \leq 1.0\\')) - combined_capacity_eqn.append(NoEscape(r'\bigg(\frac{' + V_sb + '}{' + V_db + '}\bigg)^2 + \bigg(\frac{' + T_b + '}{' + T_db + '}\bigg)^2 = ' - + value + '')) - - return combined_capacity_eqn - - -def HSFG_bolt_capacity_prov(mu_f,n_e,K_h,fub,Anb,gamma_mf,capacity): - mu_f = str(mu_f) - n_e = str(n_e) - K_h = str(K_h) - fub = str(fub) - Anb = str(Anb) - gamma_mf = str(gamma_mf) - capacity = str(capacity) - - HSFG_bolt_capacity_eqn = Math(inline=True) - HSFG_bolt_capacity_eqn.append(NoEscape(r'\begin{aligned}V_{dsf} & = \frac{\mu_f~ n_e~ K_h~ F_o}{\gamma_{mf}}\\')) - HSFG_bolt_capacity_eqn.append(NoEscape(r'& Where, F_o = 0.7 * f_{ub} A_{nb}\\')) - HSFG_bolt_capacity_eqn.append(NoEscape(r'V_{dsf} & = \frac{'+ mu_f + '*' + n_e + '*' + K_h +'* 0.7 *' +fub+'*'+Anb +r'}{'+gamma_mf+r'}\\')) - HSFG_bolt_capacity_eqn.append(NoEscape(r'& ='+capacity+r'\end{aligned}')) - - return HSFG_bolt_capacity_eqn - - -def get_trial_bolts(V_u, A_u,bolt_capacity,multiple=1,conn=None): - - res_force = math.sqrt(V_u**2+ A_u**2) - trial_bolts = multiple * math.ceil(res_force/bolt_capacity) - V_u=str(V_u) - A_u=str(A_u) - bolt_capacity=str(bolt_capacity) - trial_bolts=str(trial_bolts) - trial_bolts_eqn = Math(inline=True) - trial_bolts_eqn.append(NoEscape(r'\begin{aligned}R_{u} &= \sqrt{V_u^2+A_u^2}\\')) - trial_bolts_eqn.append(NoEscape(r'n_{trial} &= R_u/ V_{bolt}\\')) - if conn == "flange_web": - trial_bolts_eqn.append(NoEscape(r'R_{u} &= \frac{2*\sqrt{' + V_u + r'^2+' + A_u + r'^2}}{' + bolt_capacity + r'}\\')) - else: - trial_bolts_eqn.append(NoEscape(r'R_{u} &= \frac{\sqrt{'+V_u+r'^2+'+A_u+r'^2}}{'+bolt_capacity+ r'}\\')) - trial_bolts_eqn.append(NoEscape(r'&='+trial_bolts+ r'\end{aligned}')) - return trial_bolts_eqn - - -def parameter_req_bolt_force(bolts_one_line,gauge,ymax,xmax,bolt_line,pitch,length_avail, conn=None): - """ - bolts_one_line =n_r - bolt_line = n_c - - for column splice - bolts_one_line =n_c - bolt_line = n_r - """ - bolts_one_line = str(bolts_one_line) - ymax = str(ymax) - xmax = str(xmax) - gauge = str(gauge) - pitch = str(pitch) - bolt_line = str(bolt_line) - length_avail = str(length_avail) - - parameter_req_bolt_force_eqn = Math(inline=True) - parameter_req_bolt_force_eqn.append(NoEscape(r'\begin{aligned} l_n~~~ &= length~available \\')) - if conn == 'fin': - parameter_req_bolt_force_eqn.append(NoEscape(r' l_n~~~ &= p * (n_r - 1)\\')) - elif conn == 'beam_beam': - parameter_req_bolt_force_eqn.append(NoEscape(r' l_n~~~ &= g * (n_r - 1)\\')) - elif conn== 'col_col': - parameter_req_bolt_force_eqn.append(NoEscape(r' l_n~~~ &= g * (n_c - 1)\\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' &= '+gauge+r' * (' + bolts_one_line + r' - 1)\\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' & ='+length_avail+ r'\\')) - - parameter_req_bolt_force_eqn.append(NoEscape(r' y_{max} &= l_n / 2\\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' &= '+length_avail+ r' / 2 \\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' & =' + ymax + r'\\')) - - - if conn == 'fin': - parameter_req_bolt_force_eqn.append(NoEscape(r'x_{max} &= g * (n_c - 1)/2 \\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' &= '+pitch+r' * (\frac{'+bolt_line+ r'}{2} - 1) / 2 \\')) - elif conn == 'col_col': - parameter_req_bolt_force_eqn.append(NoEscape(r'x_{max} &= p * (\frac{n_r}{2} - 1) / 2 \\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' &= ' + pitch + r' * (\frac{' + bolt_line + r'}{2} - 1) / 2 \\')) - else: - parameter_req_bolt_force_eqn.append(NoEscape(r'x_{max} &= p * (\frac{n_c}{2} - 1) / 2 \\')) - parameter_req_bolt_force_eqn.append(NoEscape(r' &= ' + pitch + r' * (\frac{' + bolt_line + r'}{2} - 1) / 2 \\')) - - parameter_req_bolt_force_eqn.append(NoEscape(r' & =' + xmax + r'\end{aligned}')) - - return parameter_req_bolt_force_eqn - - -def moment_demand_req_bolt_force(shear_load, web_moment,moment_demand,ecc): - - ecc = str(ecc) - web_moment = str(web_moment) - moment_demand = str(moment_demand) - shear_load = str(shear_load) - loads_req_bolt_force_eqn = Math(inline=True) - - loads_req_bolt_force_eqn.append(NoEscape(r'\begin{aligned} M_d &= (V_u * ecc + M_w)\\')) - loads_req_bolt_force_eqn.append(NoEscape(r' &= \frac{('+shear_load+' * 10^3 *'+ecc+' + '+web_moment+r'*10^6)}{10^6}\\')) - loads_req_bolt_force_eqn.append(NoEscape(r' & =' + moment_demand + r'\end{aligned}')) - return loads_req_bolt_force_eqn - -def design_capacity_of_end_plate(M_dp,b_eff,f_y,gamma_m0,t_p): - M_dp= str(M_dp) - t_p = str(t_p) - b_eff= str(b_eff) - f_y= str(f_y) - gamma_m0= str(gamma_m0) - - design_capacity_of_end_plate= Math(inline=True) - - design_capacity_of_end_plate.append(NoEscape(r'\begin{aligned} M_{dp} & = { \frac{ b_{eff} *t_p^2 *f_y}{ 4*\gamma_{m0}}}\\')) - - design_capacity_of_end_plate.append(NoEscape(r'&={\frac{' + b_eff +r'*'+t_p+r'^2'+' *'+f_y + r'}{4*'+gamma_m0 + r'}}\\')) - design_capacity_of_end_plate.append(NoEscape(r'&=' +M_dp + r'\end{aligned}')) - return design_capacity_of_end_plate - -def Vres_bolts(bolts_one_line,ymax,xmax,bolt_line,axial_load - ,moment_demand,r,vbv,tmv,tmh,abh,vres,shear_load,conn=None): #vres bolt web - """ - bolts_one_line =n_r - bolt_line = n_c - - for column_column splice connection - bolts_one_line =n_c - bolt_line = n_r - """ - bolts_one_line =str(bolts_one_line) - ymax =str(ymax) - xmax =str(xmax) - bolt_line = str(bolt_line) - - r = str(r) - moment_demand = str(moment_demand) - axial_load =str(axial_load) - shear_load = str(shear_load) - vbv =str(vbv) - tmv =str(tmv) - tmh =str(tmh) - abh =str(abh) - vres = str(vres) - Vres_bolts_eqn = Math(inline=True) - if conn == "beam_beam": - Vres_bolts_eqn.append(NoEscape(r'\begin{aligned} vbv~~ &= V_u / (n_r * (n_c/2))\\')) - Vres_bolts_eqn.append(NoEscape(r' &= \frac{'+shear_load+ '}{ ('+bolts_one_line +'*('+ bolt_line+r'/2))}\\')) - elif conn == "col_col": - Vres_bolts_eqn.append(NoEscape(r'\begin{aligned} vbv~~ &= V_u / ((n_r/2) * n_c)\\')) - Vres_bolts_eqn.append(NoEscape(r' &= \frac{' + shear_load + '}{ (' + bolts_one_line + '*(' + bolt_line + r'/2))}\\')) - else: - Vres_bolts_eqn.append(NoEscape(r'\begin{aligned} vbv~~ &= V_u / (n_r * n_c)\\')) - Vres_bolts_eqn.append(NoEscape(r' &= \frac{' + shear_load + '}{ (' + bolts_one_line + '*' + bolt_line + r')}\\')) - - Vres_bolts_eqn.append(NoEscape(r' & =' + vbv + r'\\')) - Vres_bolts_eqn.append(NoEscape(r'tmh~ &= \frac{M_d * y_{max} }{ \Sigma r_i^2} \\')) - Vres_bolts_eqn.append(NoEscape(r' &= \frac{'+moment_demand+' *'+ ymax+'}{'+r+r'}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =' + tmh + r'\\')) - - Vres_bolts_eqn.append(NoEscape(r' tmv ~&= \frac{M_d * x_{max}}{\Sigma r_i^2}\\')) - Vres_bolts_eqn.append(NoEscape(r'&= \frac{' +moment_demand+' * '+xmax+'}{'+r+ r'}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =' + tmv + r'\\')) - if conn == "beam_beam": - Vres_bolts_eqn.append(NoEscape(r' abh~ & = \frac{A_u }{(n_r * n_c/2)}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =\frac{' + axial_load + '}{ (' + bolts_one_line + ' *(' + bolt_line + r'/2))}\\')) - elif conn == "col_col": - Vres_bolts_eqn.append(NoEscape(r' abh~ & = \frac{A_u }{((n_r/2) * n_c)}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =\frac{' + axial_load + '}{ (' + bolts_one_line + ' *(' + bolt_line + r'/2))}\\')) - else: - Vres_bolts_eqn.append(NoEscape(r' abh~ & = \frac{A_u }{(n_r * n_c)}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =\frac{' + axial_load + '}{ (' + bolts_one_line + ' *' + bolt_line + r')}\\')) - - Vres_bolts_eqn.append(NoEscape(r' & =' + abh + r'\\')) - Vres_bolts_eqn.append(NoEscape(r' vres &=\sqrt{(vbv +tmv) ^ 2 + (tmh+abh) ^ 2}\\')) - # Vres_bolts_eqn.append(NoEscape(r' vres &= \sqrt((vbv + tmv) ^ 2 + (tmh + abh) ^ 2)\\')) - Vres_bolts_eqn.append(NoEscape(r' &= \sqrt{('+vbv+' +'+ tmv+') ^2 + ('+tmh +'+'+ abh+r') ^ 2}\\')) - Vres_bolts_eqn.append(NoEscape(r' & =' + vres + r'\end{aligned}')) - - return Vres_bolts_eqn - - -def forces_in_web(Au,T,A,t,D,Zw,Mu,Z,Mw,Aw): - Au = str(Au) - T = str(T) - A = str(A) - t = str(t) - D = str(D) - Zw = str(Zw) - Mu = str(Mu) - Z = str(Z) - Mw = str(Mw) - Aw = str(Aw) - forcesinweb_eqn = Math(inline=True) - - forcesinweb_eqn.append(NoEscape(r'\begin{aligned}A_w &= Axial~ force~ in~ web \\')) - forcesinweb_eqn.append(NoEscape(r' &= \frac{(D- 2*T)*t* Au }{A} \\')) - forcesinweb_eqn.append(NoEscape(r'&= \frac{(' + D + '- 2*' + T + ')*' + t + '*' + Au + ' }{' + A + r'} \\')) - forcesinweb_eqn.append(NoEscape(r'&=' + Aw + r'~ kN\\')) - forcesinweb_eqn.append(NoEscape( r'M_w &= Moment ~in ~web \\')) - forcesinweb_eqn.append(NoEscape(r' &= \frac{Z_w * Mu}{Z} \\')) - forcesinweb_eqn.append(NoEscape(r'&= \frac{' + Zw + ' * ' + Mu + '}{' + Z + r'} \\')) - forcesinweb_eqn.append(NoEscape(r'&=' + Mw + r'~{kNm}\end{aligned}')) - return forcesinweb_eqn - - -def forces_in_flange(Au, B,T,A,D,Mu,Mw,Mf,Af,ff): - Au =str(Au) - B=str(B) - T=str(T) - A=str(A) - D=str(D) - Mu=str(Mu) - Mw=str(Mw) - Mf=str(Mf) - Af=str(Af) - ff = str(ff) - forcesinflange_eqn= Math(inline=True) - forcesinflange_eqn.append(NoEscape(r'\begin{aligned} A_f&= Axial~force~ in ~flange \\')) - forcesinflange_eqn.append(NoEscape(r'&= \frac{Au * B *T}{A} \\')) - forcesinflange_eqn.append(NoEscape(r'&= \frac{' + Au + ' * ' + B + '*' + T + '}{' + A + r'} \\')) - forcesinflange_eqn.append(NoEscape(r'&=' + Af + r'~ kN\\')) - forcesinflange_eqn.append(NoEscape(r'M_f& =Moment~ in~ flange \\')) - forcesinflange_eqn.append(NoEscape(r' & = Mu-M_w\\')) - forcesinflange_eqn.append(NoEscape(r'&= ' + Mu + '-' + Mw + r'\\')) - forcesinflange_eqn.append(NoEscape(r'&=' + Mf + r'~{kNm}\\')) - forcesinflange_eqn.append(NoEscape(r' F_f& =flange~force \\')) - forcesinflange_eqn.append(NoEscape(r'& = \frac{M_f *10^3}{D-T} + A_f \\')) - forcesinflange_eqn.append(NoEscape(r'&= \frac{' + Mf + '* 10^3}{' + D + '-' + T + '} +' + Af + r' \\')) - forcesinflange_eqn.append(NoEscape(r'&=' + ff + r'~kN \end{aligned}')) - return forcesinflange_eqn - - -def min_plate_ht_req(beam_depth,min_plate_ht): - beam_depth = str(beam_depth) - min_plate_ht = str(round(min_plate_ht,2)) - min_plate_ht_eqn = Math(inline=True) - min_plate_ht_eqn.append(NoEscape(r'\begin{aligned}0.6 * d_b&= 0.6 * '+ beam_depth + r'='+min_plate_ht+r'\end{aligned}')) - return min_plate_ht_eqn - - -def min_flange_plate_ht_req(beam_width,min_flange_plate_ht):## when only outside plate is considered - beam_width = str(beam_width) - min_flange_plate_ht = str(min_flange_plate_ht) - min_flange_plate_ht_eqn = Math(inline=True) - min_flange_plate_ht_eqn.append(NoEscape(r'\begin{aligned}min~flange~plate~ht &= beam~width\\')) - min_flange_plate_ht_eqn.append(NoEscape(r'&='+min_flange_plate_ht+r'\end{aligned}')) - - return min_flange_plate_ht_eqn - - -def min_inner_flange_plate_ht_req(beam_width, web_thickness,root_radius,min_inner_flange_plate_ht): ## when inside and outside plate is considered #todo - beam_width = str(beam_width) ### same function used for max height - min_inner_flange_plate_ht = str(min_inner_flange_plate_ht) - web_thickness=str(web_thickness) - root_radius=str(root_radius) - min_inner_flange_plate_ht_eqn = Math(inline=True) - min_inner_flange_plate_ht_eqn.append(NoEscape(r'\begin{aligned}&= \frac{B -t- (2*R1)}{2}\\')) - min_inner_flange_plate_ht_eqn.append(NoEscape(r'&=\frac{'+beam_width+ r' -' +web_thickness+ r' - 2*'+ root_radius+r'}{2}\\')) - min_inner_flange_plate_ht_eqn.append(NoEscape(r'&='+min_inner_flange_plate_ht+r'\end{aligned}')) - - return min_inner_flange_plate_ht_eqn - - -def max_plate_ht_req(connectivity,beam_depth, beam_f_t, beam_r_r, notch, max_plate_h): - beam_depth = str(beam_depth) - beam_f_t = str(beam_f_t) - beam_r_r = str(beam_r_r) - max_plate_h = str(max_plate_h) - notch = str(notch) - max_plate_ht_eqn = Math(inline=True) - if connectivity in VALUES_CONN_1: - max_plate_ht_eqn.append(NoEscape(r'\begin{aligned} &d_b - 2 (t_{bf} + r_{b1} + gap)\\')) - max_plate_ht_eqn.append(NoEscape(r'&='+beam_depth+ '- 2* (' + beam_f_t + '+' + beam_r_r +r'+ 10)\\')) - else: - max_plate_ht_eqn.append(NoEscape(r'\begin{aligned} &d_b - t_{bf} + r_{b1} - notch_h\\')) - max_plate_ht_eqn.append(NoEscape(r'&=' + beam_depth + '-' + beam_f_t + '+' + beam_r_r + '-'+ notch+ r'\\')) - max_plate_ht_eqn.append(NoEscape(r'&=' + max_plate_h + '\end{aligned}')) - return max_plate_ht_eqn - -def disp_clause(disp,clause): - disp_clause_eqn = Math(inline=True) - - disp_clause_eqn.append(NoEscape(r'\begin{aligned}&'+ disp+r'\\')) - disp_clause_eqn.append(NoEscape(r'&'+clause+r'\end{aligned}')) - return disp_clause_eqn - -def end_plate_ht_req(D,e,h_p): - D = str(D) - h_p = str(h_p) - e = str(e) - end_plate_ht_eqn = Math(inline=True) - - end_plate_ht_eqn.append(NoEscape(r'\begin{aligned} &D + 4*e \\')) - end_plate_ht_eqn.append(NoEscape(r'&=' + D + '+' + ' 4*' + e + r'\\')) - end_plate_ht_eqn.append(NoEscape(r'&=' + h_p + '\end{aligned}')) - return end_plate_ht_eqn - -def end_plate_thk_req(M_ep,b_eff,f_y,gamma_m0,t_p): - M_ep= str(M_ep) - t_p = str(t_p) - b_eff= str(b_eff) - f_y= str(f_y) - gamma_m0= str(gamma_m0) - - end_plate_thk_eqn = Math(inline=True) - - end_plate_thk_eqn.append(NoEscape(r'\begin{aligned} t_p &= {\sqrt{\frac{ M_{ep}* 4*\gamma_{m0}}{ b_{eff}*f_y}}}\\')) - - end_plate_thk_eqn.append(NoEscape(r'&={\sqrt{\frac{' + M_ep + '*4'+'*' +gamma_m0 + r'}{'+b_eff+ r'*' + f_y + r' }}}\\')) - end_plate_thk_eqn.append(NoEscape(r'&=' + t_p + '\end{aligned}')) - return end_plate_thk_eqn - - - -def moment_acting_on_end_plate(M_ep,b_eff,f_y,gamma_m0,t_p): - M_ep= str(M_ep) - t_p = str(t_p) - b_eff= str(b_eff) - f_y= str(f_y) - - gamma_m0= str(gamma_m0) - - moment_acting_on_end_plate= Math(inline=True) - - moment_acting_on_end_plate.append(NoEscape(r'\begin{aligned} M_{ep}&= {\frac{b_{eff} *t_p^2 *f_y}{ 4*\gamma_{m0}}}\\')) - - moment_acting_on_end_plate.append(NoEscape(r'&={\frac{' + b_eff +'*'+t_p+'^2'+' *'+f_y + '}{4*'+gamma_m0 + r'}}\\')) - moment_acting_on_end_plate.append(NoEscape(r'&=' +M_ep + '\end{aligned}')) - return moment_acting_on_end_plate - - -def min_plate_length_req(min_pitch, min_end_dist,bolt_line,min_length): - min_pitch = str(min_pitch) - min_end_dist = str(min_end_dist) - bolt_line = str(bolt_line) - min_length = str(min_length) - min_plate_length_eqn = Math(inline=True) - min_plate_length_eqn.append(NoEscape(r'\begin{aligned} &2*e_{min} + (n~c-1) * p_{min})\\')) - min_plate_length_eqn.append(NoEscape(r'&=2*' + min_end_dist + '+(' + bolt_line + '-1) * ' + min_pitch + r'\\')) - min_plate_length_eqn.append(NoEscape(r'&=' + min_length + '\end{aligned}')) - return min_plate_length_eqn - - -def min_flange_plate_length_req(min_pitch, min_end_dist,bolt_line,min_length,gap,sec =None): - min_pitch = str(min_pitch) - min_end_dist = str(min_end_dist) - bolt_line = str(bolt_line) - min_length = str(min_length) - gap = str(gap) - min_flange_plate_length_eqn = Math(inline=True) - if sec =="column": - min_flange_plate_length_eqn.append(NoEscape(r'\begin{aligned} & 2[2*e_{min} + ({\frac{n_r}{2}}-1) * p_{min})]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'& +\frac{gap}{2}]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&=2*[(2*' + min_end_dist +r' + (\frac{'+bolt_line+r'}{2}' + r'-1) * ' + min_pitch + r'\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&= + \frac{'+gap+r'}{2}]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&=' + min_length + '\end{aligned}')) - else: - min_flange_plate_length_eqn.append(NoEscape(r'\begin{aligned} & 2[2*e_{min} + ({\frac{n_c}{2}}-1) * p_{min})]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'& +\frac{gap}{2}]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&=2*[(2*' + min_end_dist + r' + (\frac{' + bolt_line + r'}{2}' + r'-1) * ' + min_pitch + r'\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&= + \frac{' + gap + r'}{2}]\\')) - min_flange_plate_length_eqn.append(NoEscape(r'&=' + min_length + '\end{aligned}')) - return min_flange_plate_length_eqn - - -def min_plate_thk_req(t_w): - t_w = str(t_w) - min_plate_thk_eqn = Math(inline=True) - min_plate_thk_eqn.append(NoEscape(r'\begin{aligned} t_w='+t_w+'\end{aligned}')) - return min_plate_thk_eqn - - -def shear_yield_prov(h,t, f_y, gamma, V_dg,multiple=1): - h = str(h) - t = str(t) - f_y = str(f_y) - gamma = str(gamma) - V_dg = str(V_dg) - - multiple = str(multiple) - shear_yield_eqn = Math(inline=True) - shear_yield_eqn.append(NoEscape(r'\begin{aligned} V_{dy} &= \frac{A_v*f_y}{\sqrt{3}*\gamma_{mo}}\\')) - shear_yield_eqn.append(NoEscape(r'&=\frac{'+multiple+'*'+h+'*'+t+'*'+f_y+'}{\sqrt{3}*'+gamma+r'}\\')) - shear_yield_eqn.append(NoEscape(r'&=' + V_dg + '\end{aligned}')) - return shear_yield_eqn - - -def shear_rupture_prov(h, t, n_r, d_o, fu,v_dn,multiple =1): - h = str(h) - t = str(t) - n_r = str(n_r) - d_o = str(d_o) - f_u = str(fu) - v_dn = str(v_dn) - multiple = str(multiple) - shear_rup_eqn = Math(inline=True) - shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.75*A_{vn}*f_u}{\sqrt{3}*\gamma_{mo}}\\')) - shear_rup_eqn.append(NoEscape(r'&='+multiple+ r'*('+h+'-('+n_r+'*'+d_o+'))*'+t+'*'+f_u+r'\\')) - shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) - return shear_rup_eqn - -def vres_cap_bolt_check(V_u, A_u,bolt_capacity,bolt_req,multiple=1,conn=None): - - res_force = math.sqrt(V_u**2+ A_u**2) - trial_bolts = multiple * math.ceil(res_force/bolt_req) - V_u=str(V_u) - A_u=str(A_u) - bolt_req =str(bolt_req) - bolt_capacity=str(bolt_capacity) - trial_bolts=str(trial_bolts) - trial_bolts_eqn = Math(inline=True) - trial_bolts_eqn.append(NoEscape(r'\begin{aligned}R_{u} &= 2* \sqrt{V_u^2+A_u^2}\\')) - trial_bolts_eqn.append(NoEscape(r' V_{res} &= R_u/ bolt_{req}\\')) - if conn == "flange_web": - trial_bolts_eqn.append(NoEscape(r' &= \frac{2*\sqrt{' + V_u + r'^2+' + A_u + r'^2}}{' + bolt_req + r'}\\')) - else: - trial_bolts_eqn.append(NoEscape(r' &= \frac{\sqrt{'+V_u+r'^2+'+A_u+r'^2}}{'+bolt_req+ r'}\\')) - trial_bolts_eqn.append(NoEscape(r'&='+bolt_capacity+ r'\end{aligned}')) - return trial_bolts_eqn - -def section_classification(class_of_section=None): - """ - Find class of the section - Args: - class_of_section: - Returns: - Note: - Reference: - [Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007] - - """ - section_classification_eqn = Math(inline=True) - if class_of_section == int(1): - section_classification_eqn.append(NoEscape( r'\begin{aligned} &Plastic \end{aligned}')) - section_classification_eqn.append(NoEscape(r' &[Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007]\end{aligned}')) - elif class_of_section == int(2): - section_classification_eqn.append(NoEscape( r'\begin{aligned} &Compact \end{aligned}')) - section_classification_eqn.append(NoEscape(r' &[Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007]\end{aligned}')) - else: - section_classification_eqn.append(NoEscape( r'\begin{aligned} &Semi-Compact \end{aligned}')) - section_classification_eqn.append(NoEscape(r' &[Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007]\end{aligned}')) - - return section_classification_eqn - - -# def shear_Rupture_prov_weld(h, t, fu,v_dn,gamma_mo): #weld -# h = str(h) -# t = str(t) -# gamma_mo = str(gamma_mo) -# f_u = str(fu) -# v_dn = str(v_dn) -# -# shear_rup_eqn = Math(inline=True) -# shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.9*A_{vn}*f_u}{\sqrt{3}*\gamma_{mo}}\\')) -# shear_rup_eqn.append(NoEscape(r'&=(0.9*'+h+'*'+t+'*'+f_u+'}{\sqrt{3}*' +gamma_mo+ r'}\\')) -# shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) -# return shear_rup_eqn - -# def shear_rupture_prov_beam(h, t, n_r, d_o, fu,v_dn): -# h = str(h) -# t = str(t) -# n_r = str(n_r) -# d_o = str(d_o) -# f_u = str(fu) -# v_dn = str(v_dn) -# shear_rup_eqn = Math(inline=True) -# shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.9*A_{vn}*f_u}{\sqrt{3}*\gamma_{mo}}\\')) -# shear_rup_eqn.append(NoEscape(r'&= 0.9 *(' + h + '-(' + n_r + '*' + d_o + '))*' + t + '*' + f_u + r'\\')) -# shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) -# return shear_rup_eqn -# def shear_capacity_prov(V_dy, V_dn, V_db): -# V_d = min(V_dy,V_dn,V_db) -# V_d = str(V_d) -# V_dy = str(V_dy) -# V_dn = str(V_dn) -# V_db = str(V_db) -# shear_capacity_eqn = Math(inline=True) -# shear_capacity_eqn.append(NoEscape(r'\begin{aligned} V_d &= Min(V_{dy},V_{dn},V_{db})\\')) -# shear_capacity_eqn.append(NoEscape(r'&= Min('+V_dy+','+V_dn+','+V_db+r')\\')) -# shear_capacity_eqn.append(NoEscape(r'&='+V_d + '\end{aligned}')) -# return shear_capacity_eqn - -# def shear_Rupture_prov(h, t, fu,v_dn): #weld -# h = str(h) -# t = str(t) -# -# f_u = str(fu) -# v_dn = str(v_dn) -# -# shear_rup_eqn = Math(inline=True) -# shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.9*A_{vn}*f_u}{\sqrt{3}*\gamma_{mo}}\\')) -# shear_rup_eqn.append(NoEscape(r'&=(0.9*'+h+'*'+t+'*'+f_u+r'\\')) -# shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) -# return shear_rup_eqn - - -def tension_yield_prov(l,t, f_y, gamma, T_dg): - l = str(l) - t = str(t) - f_y = str(f_y) - gamma = str(gamma) - T_dg = str(T_dg) - tension_yield_eqn = Math(inline=True) - tension_yield_eqn.append(NoEscape(r'\begin{aligned} T_{dg} &= \frac{Depth*t_p*f_y}{\gamma_{mo}}\\')) - tension_yield_eqn.append(NoEscape(r'&=\frac{'+l+'*'+t+'*'+f_y+'}{'+gamma+r'}\\')) - tension_yield_eqn.append(NoEscape(r'&=' + T_dg + '\end{aligned}')) - return tension_yield_eqn - - -def height_of_flange_cover_plate(B,sp,b_fp): #weld - B = str(B) - sp = str(sp) - b_fp = str (b_fp) - height_for_flange_cover_plate_eqn =Math(inline=True) - - height_for_flange_cover_plate_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= {B - 2*sp} \\')) - height_for_flange_cover_plate_eqn.append(NoEscape(r'&= {' + B + ' - 2 * ' + sp + r'} \\')) - - height_for_flange_cover_plate_eqn.append(NoEscape(r'&=' + b_fp + '\end{aligned}')) - return height_for_flange_cover_plate_eqn - - -def height_of_web_cover_plate(D,sp,b_wp,T,R_1): #weld - D = str(D) - sp = str(sp) - b_wp = str (b_wp) - R_1 = str(R_1) - T= str(T) - height_for_web_cover_plate_eqn =Math(inline=True) - - height_for_web_cover_plate_eqn.append(NoEscape(r'\begin{aligned} W_{wp} &= {D-2*T -(2 * R1)- 2*sp} \\')) - height_for_web_cover_plate_eqn.append(NoEscape(r'&= {' + D + ' - 2 * ' +T+'- (2 *'+ R_1+')- 2 *'+ sp + r'} \\')) - - height_for_web_cover_plate_eqn.append(NoEscape(r'&=' + b_wp + '\end{aligned}')) - return height_for_web_cover_plate_eqn - - -def inner_plate_height_weld(B,sp,t,r_1, b_ifp):#weld - B = str(B) - sp = str(sp) - t = str (t) - r_1 = str(r_1) - b_ifp = str(b_ifp) - inner_plate_height_weld_eqn =Math(inline=True) - inner_plate_height_weld_eqn.append(NoEscape(r'\begin{aligned} B_{ifp} &= \frac{B - 4*sp - t- 2*R1}{2} \\')) - inner_plate_height_weld_eqn.append(NoEscape(r'&= \frac{'+B +'- 4*'+sp+'-' +t+ '- 2*'+r_1+r'} {2} \\')) - inner_plate_height_weld_eqn.append(NoEscape(r'&=' + b_ifp + '\end{aligned}')) - return inner_plate_height_weld_eqn - - -def plate_Length_req(l_w,t_w,g,l_fp,conn =None): #weld - l_w = str(l_w) - t_w = str (t_w) - g = str (g) - l_fp = str(l_fp) - min_plate_Length_eqn = Math(inline=True) - if conn =="Flange": - min_plate_Length_eqn.append(NoEscape(r'\begin{aligned} L_{fp} & = [2*(l_{w} + 2*t_w) + g]\\')) - min_plate_Length_eqn.append(NoEscape(r'&= [2*('+ l_w +'+2*'+t_w+') +' + g+ r']\\')) - min_plate_Length_eqn.append(NoEscape(r'&=' + l_fp + '\end{aligned}')) - else: - min_plate_Length_eqn.append(NoEscape(r'\begin{aligned} L_{wp} & = [2*(l_{w} + 2*t_w) + g]\\')) - min_plate_Length_eqn.append(NoEscape(r'&= [2*(' + l_w + '+2*' + t_w + ') +' + g + r']\\')) - min_plate_Length_eqn.append(NoEscape(r'&=' + l_fp + '\end{aligned}')) - - return min_plate_Length_eqn - - -def flange_weld_stress(F_f,l_eff,F_ws): - l_eff = str(l_eff) - F_ws = str(F_ws) - F_f =str(F_f) - flange_weld_stress_eqn = Math(inline=True) - flange_weld_stress_eqn.append(NoEscape(r'\begin{aligned} Stress &= \frac{F_f*1000}{l_{eff}}}\\')) - flange_weld_stress_eqn.append(NoEscape(r' &= \frac{' + F_f + '*1000}{' + l_eff + r'}\\')) - flange_weld_stress_eqn.append(NoEscape(r'&= ' + F_ws + r'\end{aligned}')) - - return flange_weld_stress_eqn - - -def tension_yield_prov(l,t, f_y, gamma, T_dg,multiple =1): - l = str(l) - t = str(t) - f_y = str(f_y) - gamma = str(gamma) - multiple = str(multiple) - T_dg = str(T_dg) - tension_yield_eqn = Math(inline=True) - tension_yield_eqn.append(NoEscape(r'\begin{aligned} T_{dg} &= \frac{l*t*f_y}{\gamma_{mo}}\\')) - tension_yield_eqn.append(NoEscape(r'&=\frac{'+multiple+'*'+l+'*'+t+'*'+f_y+'}{'+gamma+r'}\\')) - tension_yield_eqn.append(NoEscape(r'&=' + T_dg + '\end{aligned}')) - return tension_yield_eqn - - -def tension_rupture_bolted_prov(w_p, t_p, n_c, d_o, fu,gamma_m1,T_dn,multiple=1): - w_p = str(w_p) - t_p = str(t_p) - n_c = str(n_c) - d_o = str(d_o) - f_u = str(fu) - T_dn = str(T_dn) - gamma_m1 = str(gamma_m1) - multiple = str(multiple) - Tensile_rup_eqnb = Math(inline=True) - Tensile_rup_eqnb.append(NoEscape(r'\begin{aligned} T_{dn} &= \frac{0.9*A_{n}*f_u}{\gamma_{m1}}\\')) - Tensile_rup_eqnb.append(NoEscape(r'&=\frac{'+multiple+'*0.9* ('+ w_p + '-' + n_c +'*'+ d_o + ')*' + t_p + '*' + f_u + r'}{' + gamma_m1 + r'}\\')) - Tensile_rup_eqnb.append(NoEscape(r'&=' + T_dn + '\end{aligned}')) - return Tensile_rup_eqnb - - -def tension_rupture_welded_prov(w_p, t_p, fu,gamma_m1,T_dn,multiple =1): - w_p = str(w_p) - t_p = str(t_p) - f_u = str(fu) - T_dn = str(T_dn) - multiple = str(multiple) - T_dn = str(T_dn) - gamma_m1 = str(gamma_m1) - Tensile_rup_eqnw = Math(inline=True) - Tensile_rup_eqnw.append(NoEscape(r'\begin{aligned} T_{dn} &= \frac{0.9*A_{n}*f_u}{\gamma_{m1}}\\')) - # Tensile_rup_eqnw.append(NoEscape(r'&=\frac{0.9*'+w_p+'*'+t_p+'*'+f_u+'}{'+gamma_m1+r'}\\')) - Tensile_rup_eqnw.append(NoEscape(r'&=\frac{' + multiple + '*0.9*' + w_p + '*' + t_p + '*' + f_u + '}{' + gamma_m1 + r'}\\')) - Tensile_rup_eqnw.append(NoEscape(r'&=' + T_dn +'\end{aligned}')) - return Tensile_rup_eqnw - - -def tensile_capacity_prov(T_dg, T_dn, T_db =0.0): - - tension_capacity_eqn = Math(inline=True) - if T_db != 0.0: - T_d = min(T_dg,T_dn,T_db) - T_d = str(T_d) - T_dg = str(T_dg) - T_dn = str(T_dn) - T_db = str(T_db) - tension_capacity_eqn.append(NoEscape(r'\begin{aligned} T_d &= min(T_{dg},T_{dn},T_{db})\\')) - tension_capacity_eqn.append(NoEscape(r'&= min(' + T_dg + ',' + T_dn + ',' + T_db + r')\\')) - else: - T_d = min(T_dg, T_dn) - T_dg = str(T_dg) - T_dn = str(T_dn) - T_d = str(T_d) - tension_capacity_eqn.append(NoEscape(r'\begin{aligned} T_d &= min(T_{dg},T_{dn})\\')) - tension_capacity_eqn.append(NoEscape(r'&= min(' + T_dg + ',' + T_dn + r')\\')) - tension_capacity_eqn.append(NoEscape(r'&='+ T_d + r'\end{aligned}')) - return tension_capacity_eqn - - -def spacing (sp,t_w): - - # sp = max(15,s+5) - sp = str(sp) - t_w = str(t_w) - space_provided_eqn = Math(inline=True) - space_provided_eqn.append(NoEscape(r'\begin{aligned} sp &= max(15,(t_w+5))\\')) - space_provided_eqn.append(NoEscape(r'&= max(15,('+t_w+ r'+5))\\')) - space_provided_eqn.append(NoEscape(r'&=' + sp + r'\end{aligned}')) - return space_provided_eqn - - -def throat_thickness_req(t,t_t): - t_t <= .7*t - t_t >= 3 - t = str(t) - t_t = str(t_t) - throat_thickness_eqn = Math(inline=True) - throat_thickness_eqn.append(NoEscape(r'\begin{aligned} [t_t& <= .7*t ]; [t_t& = >= 3]\\')) - throat_thickness_eqn.append(NoEscape(r'&='+ t_t+ '\end{aligned}')) - return throat_thickness_eqn - - -def height_of_inner_flange_cover_plate(b_fp,B,t_w,r_r,sp): - # sp= max(15,s+5) - b_fp =str(b_fp) - B = str(B) - t_w =str(t_w) - r_r = str(r_r) - sp = str(sp) - #s = str(s) - ht_inner_flange_cover_plate_eqn = Math(inline=True) - ht_inner_flange_cover_plate_eqn.append(NoEscape(r'\begin{aligned} b_fp &= \frac{B-t_w -2*r_r -4*sp}{2}\\')) - ht_inner_flange_cover_plate_eqn.append(NoEscape(r'&= \frac{'+B+'-'+t_w+'-2' +'*'+r_r+' -4' + '*' +sp +r'}{2}\\')) - ht_inner_flange_cover_plate_eqn.append(NoEscape(r'&= ' + b_fp+ r'\end{aligned}')) - return ht_inner_flange_cover_plate_eqn - - -def mom_axial_IR_prov(M,M_d,N,N_d,IR): - M = str(M) - M_d = str(M_d) - N = str(N) - N_d = str(N_d) - IR = str(IR) - mom_axial_IR_eqn = Math(inline=True) - mom_axial_IR_eqn.append(NoEscape(r'\begin{aligned} \frac{'+M+'}{'+M_d+r'}+\frac{'+N+'}{'+N_d+'}='+IR+r'\end{aligned}')) - return mom_axial_IR_eqn - - -def IR_req(IR): - IR = str(IR) - IR_req_eqn = Math(inline=True) - IR_req_eqn.append(NoEscape(r'\begin{aligned} \leq'+IR+'\end{aligned}')) - return IR_req_eqn - - -def min_weld_size_req(conn_plates_weld,min_weld_size): - - t1 = str(conn_plates_weld[0]) - t2 = str(conn_plates_weld[1]) - tmax = str(max(conn_plates_weld)) - weld_min = str(min_weld_size) - - min_weld_size_eqn = Math(inline=True) - min_weld_size_eqn.append(NoEscape(r'\begin{aligned} &Thickness~of~Thicker~part\\')) - min_weld_size_eqn.append(NoEscape(r'\noindent &=max('+t1+','+t2+r')\\')) - min_weld_size_eqn.append(NoEscape(r'&='+tmax+r'\\')) - min_weld_size_eqn.append(NoEscape(r'&IS800:2007~cl.10.5.2.3~Table 21,\\')) - min_weld_size_eqn.append(NoEscape(r' &t_{w_{min}}=' + weld_min + r'\end{aligned}')) - return min_weld_size_eqn - - -def min_weld_size_req_01(conn_plates_weld, red, min_weld_size): - # t1 = str(conn_plates_weld[0]) - # t2 = str(conn_plates_weld[0]) - tmax = min(conn_plates_weld) - tmin = int (tmax - red) - tmin = str(tmin) - tmax= str(int(tmax)) - weld_min = str(min_weld_size) - - min_weld_size_eqn = Math(inline=True) - min_weld_size_eqn.append(NoEscape(r'\begin{aligned} & t_{w_{min}}~based~on~thinner~part\\')) - min_weld_size_eqn.append(NoEscape(r'& ='+tmax+ '~or~' +tmin+ r'\\')) - min_weld_size_eqn.append(NoEscape(r'& IS800:2007~cl.10.5.2.3~Table 21\\' )) - min_weld_size_eqn.append(NoEscape(r'& t_{w_{min}}~based~on~thicker~part=' + weld_min + r'\end{aligned}')) - return min_weld_size_eqn - - -def max_weld_size_req(conn_plates_weld,max_weld_size): - t1 = str(conn_plates_weld[0]) - t2 = str(conn_plates_weld[1]) - t_min = str(min(conn_plates_weld)) - weld_max = str(max_weld_size) - - max_weld_size_eqn = Math(inline=True) - max_weld_size_eqn.append(NoEscape(r'\begin{aligned} & Thickness~of~Thinner~part\\')) - max_weld_size_eqn.append(NoEscape(r'&=min('+t1+','+t2+r')='+t_min+r'\\')) - max_weld_size_eqn.append(NoEscape(r'&t_{w_{max}} =' + weld_max + r'\end{aligned}')) - return max_weld_size_eqn - - -def weld_strength_req(V,A,M,Ip_w,y_max,x_max,l_w,R_w): - T_wh = str(round(M * y_max/Ip_w,2)) - T_wv = str(round(M * x_max/Ip_w,2)) - V_wv = str(round(V /l_w,2)) - A_wh = str(round(A/l_w,2)) - - V = str(V) - A = str(A) - M = str(M) - Ip_w = str(Ip_w) - y_max = str(y_max) - x_max = str(x_max) - l_w = str(l_w) - R_w = str(R_w) - weld_stress_eqn = Math(inline=True) - weld_stress_eqn.append(NoEscape(r'\begin{aligned} R_w&=\sqrt{(T_{wh}+A_{wh})^2 + (T_{wv}+V_{wv})^2}\\')) - weld_stress_eqn.append(NoEscape(r'T_{wh}&=\frac{M*y_{max}}{I{pw}}=\frac{'+M+'*'+y_max+'}{'+Ip_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'T_{wv}&=\frac{M*x_{max}}{I{pw}}=\frac{'+M+'*'+x_max+'}{'+Ip_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'V_{wv}&=\frac{V}{l_w}=\frac{'+V+'}{'+l_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'A_{wh}&=\frac{A}{l_w}=\frac{'+A+'}{'+l_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'R_w&=\sqrt{('+T_wh+'+'+A_wh+r')^2 + ('+T_wv+'+'+V_wv+r')^2}\\')) - weld_stress_eqn.append(NoEscape(r'&='+R_w+r'\end{aligned}')) - - return weld_stress_eqn - - -def weld_strength_stress(V_u,A_w,M_d,Ip_w,y_max,x_max,l_eff,R_w): - T_wh = str(round(M_d * y_max/Ip_w,2)) - T_wv = str(round(M_d * x_max/Ip_w,2)) - V_wv = str(round(V_u /l_eff,2)) - A_wh = str(round(A_w/l_eff,2)) - - V_u= str(V_u) - A_w = str(A_w) - M_d= str(M_d) - Ip_w = str(Ip_w) - y_max = str(y_max) - x_max = str(x_max) - l_eff = str(l_eff) - R_w = str(R_w) - weld_stress_eqn = Math(inline=True) - weld_stress_eqn.append(NoEscape(r'\begin{aligned} R_w&=\sqrt{(T_{wh}+A_{wh})^2 + (T_{wv}+V_{wv})^2}\\')) - weld_stress_eqn.append(NoEscape(r'T_{wh}&=\frac{M_d*y_{max}}{I{pw}}\\')) - weld_stress_eqn.append(NoEscape(r'&=\frac{'+M_d+'*'+y_max+'}{'+Ip_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'T_{wv}&=\frac{M_d* x_{max}}{I{pw}}\\')) - weld_stress_eqn.append(NoEscape(r'&=\frac{'+M_d+'*'+x_max+'}{'+Ip_w+r'}\\')) - weld_stress_eqn.append(NoEscape(r'V_{wv}&=\frac{V_u}{l_{eff}}\\ ')) - weld_stress_eqn.append(NoEscape(r'&=\frac{'+V_u+'}{'+l_eff+r'}\\')) - weld_stress_eqn.append(NoEscape(r'A_{wh}&=\frac{A_u}{l_{eff}}\\')) - weld_stress_eqn.append(NoEscape(r'&=\frac{'+A_w+'}{'+l_eff+r'}\\')) - weld_stress_eqn.append(NoEscape(r'R_w&=\sqrt{('+T_wh+'+'+A_wh+r')^2 + ('+T_wv+'+'+V_wv+r')^2}\\')) - weld_stress_eqn.append(NoEscape(r'&='+R_w+r'\end{aligned}')) - - return weld_stress_eqn - - -def weld_strength_prov(conn_plates_weld_fu,gamma_mw,t_t,f_w): - - f_u = str(min(conn_plates_weld_fu)) - t_t = str(t_t) - gamma_mw = str(gamma_mw) - f_w = str(f_w) - weld_strength_eqn = Math(inline=True) - weld_strength_eqn.append(NoEscape(r'\begin{aligned} f_w &=\frac{t_t*f_u}{\sqrt{3}*\gamma_{mw}}\\')) - weld_strength_eqn.append(NoEscape(r'&=\frac{'+t_t+'*'+f_u+'}{\sqrt{3}*'+ gamma_mw+r'}\\')) - weld_strength_eqn.append(NoEscape(r'&='+f_w+r'\end{aligned}')) - - return weld_strength_eqn - - -def axial_capacity(area,fy, gamma_m0,axial_capacity): #todo Done - """ - Calculate axial capacity of member - Args: - area: Gross area of member in mm square (float) - fy:Yeilding strength of material in N/mm square (float) - gamma_m0: IS800_2007.cl_5_4_1_Table_5['gamma_m0'] (float) - axial_capacity: Axial capacity of member in mm square (float) - Returns: - Axial capacity of member - Note: - Reference: - IS 800:2007, cl 10.7 - - """ - area = str(area) - fy=str(fy) - gamma_m0=str(gamma_m0) - axial_capacity = str(axial_capacity) - axial_capacity_eqn = Math(inline=True) - axial_capacity_eqn.append(NoEscape(r'\begin{aligned} A_c &=\frac{A*f_y}{\gamma_{m0} *10^3}\\')) - axial_capacity_eqn.append(NoEscape(r'&=\frac{'+area+'*'+fy+'}{'+ gamma_m0+r'* 10^3}\\')) - axial_capacity_eqn.append(NoEscape(r'&=' + axial_capacity + r'\\')) - axial_capacity_eqn.append(NoEscape(r'&[Ref.~IS~800:2007,~Cl.~10.7]\end{aligned}')) - return axial_capacity_eqn - - -def min_max_axial_capacity(axial_capacity,min_ac): #todo anjali - min_ac = str(min_ac) - axial_capacity = str(axial_capacity) - min_ac_eqn = Math(inline=True) - min_ac_eqn.append(NoEscape(r'\begin{aligned} Ac_{min} &= 0.3 * A_c\\')) - min_ac_eqn.append(NoEscape(r'&= 0.3 *' + axial_capacity + r'\\')) - min_ac_eqn.append(NoEscape(r'&=' + min_ac + r'\\')) - min_ac_eqn.append(NoEscape(r'Ac_{max} &= Ac \\')) - min_ac_eqn.append(NoEscape(r'&=' +axial_capacity+ r'\end{aligned}')) - return min_ac_eqn - - -def ir_sum_bb_cc(Al, M , A_c ,M_c,IR_axial ,IR_moment ,sum_IR): - IR_axial = str(IR_axial) - IR_moment = str(IR_moment) - Al = str(Al) - M = str(M) - A_c = str(A_c) - M_c = str(M_c) - sum_IR =str(sum_IR) - ir_sum_bb_cc_eqn = Math(inline=True) - ir_sum_bb_cc_eqn.append(NoEscape(r'\begin{aligned} IR ~axial~~~~&= A_l / A_c \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'& ='+ Al +'/'+ A_c+r' \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'& ='+ IR_axial +r' \\')) - - ir_sum_bb_cc_eqn.append(NoEscape(r'IR ~moment &= M / M_c \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'& =' + M + '/' + M_c + r' \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'& =' + IR_moment + r' \\')) - - ir_sum_bb_cc_eqn.append(NoEscape(r'IR ~sum~~~~~ &= IR ~axial + IR ~moment \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'&= '+ IR_axial +'+ '+IR_moment + r' \\')) - ir_sum_bb_cc_eqn.append(NoEscape(r'& =' + sum_IR + r'\end{aligned}')) - return ir_sum_bb_cc_eqn - -def min_loads_required(conn): - min_loads_required_eqn= Math(inline=True) - min_loads_required_eqn.append(NoEscape(r'\begin{aligned} &if~~ IR ~axial < 0.3 ~and~ IR ~moment < 0.5 \\')) - min_loads_required_eqn.append(NoEscape(r' &~~~Ac_{min} = 0.3 * A_c\\')) - min_loads_required_eqn.append(NoEscape(r' &~~~Mc_{min}= 0.5 * M_c\\')) - if conn =="beam_beam": - min_loads_required_eqn.append(NoEscape(r' &elif~~ sum ~IR <= 1.0 ~and~ IR ~moment < 0.5\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~if~~ (0.5 - IR ~moment) < (1 - sum ~IR)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Mc_{min} = 0.5 * M_c\\')) - min_loads_required_eqn.append(NoEscape(r'& ~~~else\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Mc_{min} = M + ((1 - sum ~IR) * M_c)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Ac_{min} = Al \\')) - - min_loads_required_eqn.append(NoEscape(r'&elif~~ sum ~IR <= 1.0~ and~ IR ~axial < 0.3\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~if~~ (0.3 - IR ~axial) < (1 - sum ~IR)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Ac_{min} = 0.3 * A_c\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~else~~\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Ac_{min} = Al + ((1 - sum ~IR) * A_c)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Mc_{min} = M \\')) - else: - min_loads_required_eqn.append(NoEscape(r'&elif~~ sum ~IR <= 1.0~ and~ IR ~axial < 0.3\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~if~~ (0.3 - IR ~axial) < (1 - sum ~IR)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Ac_{min} = 0.3 * A_c\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~else~~\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Ac_{min} = Al + ((1 - sum ~IR) * A_c)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Mc_{min} = M \\')) - - min_loads_required_eqn.append(NoEscape(r' &elif~~ sum ~IR <= 1.0 ~and~ IR ~moment < 0.5\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~if~~ (0.5 - IR ~moment) < (1 - sum ~IR)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Mc_{min} = 0.5 * M_c\\')) - min_loads_required_eqn.append(NoEscape(r'& ~~~else\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~~~~Mc_{min} = M + ((1 - sum ~IR) * M_c)\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Ac_{min} = Al \\')) - - min_loads_required_eqn.append(NoEscape(r'&else~~\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Ac_{min} = Al\\')) - min_loads_required_eqn.append(NoEscape(r'&~~~Mc_{min} = M \end{aligned}')) - return min_loads_required_eqn - -def min_loads_provided(min_ac,min_mc,conn): - min_ac = str(min_ac) - min_mc = str(min_mc) - - if conn == "beam_beam": - min_loads_provided_eqn = Math(inline=True) - min_loads_provided_eqn.append(NoEscape(r'\begin{aligned} & Mc_{min} =' + min_mc + r'\\')) - min_loads_provided_eqn.append(NoEscape(r'& Ac_{min} =' + min_ac + r'\end{aligned}')) - else: - min_loads_provided_eqn = Math(inline=True) - min_loads_provided_eqn.append(NoEscape(r'\begin{aligned} & Ac_{min} =' + min_ac + r'\\')) - min_loads_provided_eqn.append(NoEscape(r'& Mc_{min} =' + min_mc + r'\end{aligned}')) - return min_loads_provided_eqn - -def axial_capacity_req(axial_capacity,min_ac): - min_ac = str(min_ac) - axial_capacity = str(axial_capacity) - ac_req_eqn = Math(inline=True) - ac_req_eqn.append(NoEscape(r'\begin{aligned} Ac_{min} &= 0.3 * A_c\\')) - ac_req_eqn.append(NoEscape(r'&= 0.3 *' + axial_capacity + r'\\')) - ac_req_eqn.append(NoEscape(r'&=' + min_ac + r'\\')) - ac_req_eqn.append(NoEscape(r'Ac_{max} &=' +axial_capacity +r'\end{aligned}')) - return ac_req_eqn - - -def prov_axial_load(axial_input,min_ac,app_axial_load,axial_capacity): - min_ac = str(min_ac) - axial_input = str(axial_input) - app_axial_load = str(app_axial_load) - - axial_capacity = str(axial_capacity) - prov_axial_load_eqn = Math(inline=True) - # prov_axial_load_eqn.append(NoEscape(r'\begin{aligned} Ac_{min} &= 0.3 * A_c\\')) - # prov_axial_load_eqn.append(NoEscape(r'&= 0.3 *' + axial_capacity + r'\\')) - # prov_axial_load_eqn.append(NoEscape(r'&=' + min_ac + r'\\')) - - prov_axial_load_eqn.append(NoEscape(r'\begin{aligned} Au~~ &= max(A,Ac_{min} )\\')) - prov_axial_load_eqn.append(NoEscape(r'&= max( ' + axial_input + ',' + min_ac + r')\\')) - prov_axial_load_eqn.append(NoEscape(r'&=' + app_axial_load + r'\end{aligned}')) - return prov_axial_load_eqn - - -def shear_capacity(h, t,f_y, gamma_m0,shear_capacity): # same as #todo anjali - """ - Calculate factored design shear force in the section due to external actions - Args: - h:Height of the section - t:Thickness of the section - f_y: Yield strength of web - gamma_m0:1.1 (partial safety factor against shear failure) - shear_capacity:Factored design shear force - Returns: - Factored design shear force - Note: - Reference: - IS 800:2007, cl 8.4 - - """ - h = str(h) - t = str(t) - f_y = str(f_y) - gamma_m0 = str(gamma_m0) - shear_capacity = str(shear_capacity) - shear_capacity_eqn = Math(inline=True) - shear_capacity_eqn.append(NoEscape(r'\begin{aligned} S_c &= \frac{0.6*A_v*f_y}{\sqrt{3}*\gamma_{mo} *10^3}\\')) - shear_capacity_eqn.append(NoEscape(r'&=\frac{0.6*' + h + r'*' + t + r'*' + f_y + r'}{\sqrt{3}*' + gamma_m0 + r' *10^3}\\')) - shear_capacity_eqn.append(NoEscape(r'&=' + shear_capacity + r'\\')) - shear_capacity_eqn.append(NoEscape(r'&[Ref.~IS~800:2007,~Cl.~8.4]\end{aligned}')) - return shear_capacity_eqn - - -def min_max_shear_capacity(shear_capacity,min_sc): #todo anjali - min_sc = str(min_sc) - shear_capacity = str(shear_capacity) - min_sc_eqn = Math(inline=True) - - min_sc_eqn.append(NoEscape(r'\begin{aligned} Vc_{min} &= 0.6 * S_c\\')) - min_sc_eqn.append(NoEscape(r'&= 0.6 *' + shear_capacity +r'\\')) - min_sc_eqn.append(NoEscape(r'&=' + min_sc + r'\\')) - min_sc_eqn.append(NoEscape(r'Vc_{max} &= Sc \\')) - min_sc_eqn.append(NoEscape(r'&=' +shear_capacity+ r'\end{aligned}')) - return min_sc_eqn - - -def prov_shear_load(shear_input,min_sc,app_shear_load,shear_capacity_1): - min_sc = str(min_sc) - shear_input = str(shear_input) - app_shear_load = str(app_shear_load) - shear_capacity_1 = str(shear_capacity_1) - app_shear_load_eqn = Math(inline=True) - app_shear_load_eqn.append(NoEscape(r'\begin{aligned} Vc_{min} &= min(0.15 * S_c / 0.6, 40.0)\\')) - - app_shear_load_eqn.append(NoEscape(r'& = min(0.15 *'+ shear_capacity_1 +r'/ 0.6, 40.0)\\')) - app_shear_load_eqn.append(NoEscape(r'&=' + min_sc + r'\\')) - app_shear_load_eqn.append(NoEscape(r' Vu~~ &= max(V,Vc_{min})\\')) - app_shear_load_eqn.append(NoEscape(r'&= max(' + shear_input + ',' + min_sc + r')\\')) - app_shear_load_eqn.append(NoEscape(r'&=' + app_shear_load + r'\end{aligned}')) - return app_shear_load_eqn - - -def plastic_moment_capacty(beta_b, Z_p, f_y, gamma_m0 ,Pmc): # same as ##TODO:done - """ - Calculate member design moment capacity - Args: - - beta_b:1 for plastic and compact sections & Ze/Zp for semi compact section (int) - Z_p:Plastic section modulus of cross section mm^3 (float) - f_y:Yield stress of the material in N/mm square (float) - gamma_m0:partial safety factor (float) - Pmc:Plastic moment capacity in N-mm (float) - Returns: - Plastic moment capacity in N-mm (float) - - Note: - Reference: - IS 800:2007, cl 8.2.1.2 - - """ - beta_b = str(beta_b) - Z_p = str(Z_p) - f_y = str(f_y) - gamma_m0 =str(gamma_m0 ) - Pmc = str(Pmc) - Pmc_eqn = Math(inline=True) - Pmc_eqn.append(NoEscape(r'\begin{aligned} Pmc &= \frac{\beta_b * Z_p *fy}{\gamma_{mo} * 10^6}\\')) - Pmc_eqn.append(NoEscape(r'&=\frac{' + beta_b + r'*' +Z_p + r'*' + f_y + r'}{' + gamma_m0 + r' * 10^6}\\')) - Pmc_eqn.append(NoEscape(r'&=' + Pmc + r'\\')) - Pmc_eqn.append(NoEscape(r'&[Ref.~IS~800:2007,~Cl.~8.2.1.2]\end{aligned}')) - return Pmc_eqn - - -def moment_d_deformation_criteria(fy,Z_e,Mdc):#TODO:done - """ - Calculate moment deformation capacity - Args: - fy:Yield stress of the material in N/mm square (float) - Z_e:Elastic section modulus of cross section in mm^3 (float) - Mdc:Moment deformation capacity in N-mm (float) - Note: - Reference: - IS 800:2007, cl 8.2.1.2 - Returns: - moment deformation capacity - """ - fy = str(fy) - Z_e = str(Z_e) - Mdc =str(Mdc) - Mdc_eqn= Math(inline=True) - Mdc_eqn.append(NoEscape(r'\begin{aligned} Mdc &= \frac{1.5 *Z_e *fy}{1.1* 10^6}\\')) - Mdc_eqn.append(NoEscape(r'&= \frac{1.5 *'+Z_e + '*' +fy +r'}{1.1* 10^6}\\')) - - Mdc_eqn.append(NoEscape(r'&= ' + Mdc+ r'\\')) - Mdc_eqn.append(NoEscape(r'&[Ref~IS~800:2007,~Cl.~8.2.1.2]\end{aligned}')) - return Mdc_eqn - - -def moment_capacity (Pmc , Mdc, M_c):#TODO:done - """ - Calculate moment capacity of the section - Args: - Pmc:Plastic moment capacity of the member in N-mm (float) - Mdc:Moment deformation capacity of the member in N-mm (float) - M_c: Moment capacity of the section in N-mm (float) - Returns: - moment capacity of the section - Note: - Reference: - IS 800:2007, cl 8.2.1.2 - - - """ - Pmc = str(Pmc) - Mdc =str(Mdc) - M_c = str (M_c) - M_c_eqn = Math(inline=True) - M_c_eqn.append(NoEscape(r'\begin{aligned} M_c &= min(Pmc,Mdc)\\')) - M_c_eqn.append(NoEscape(r'&=min('+Pmc+','+Mdc+ r')\\')) - M_c_eqn.append(NoEscape(r'&=' + M_c + r'\end{aligned}')) - M_c_eqn.append(NoEscape(r'&[Ref.~IS~800:2007,~Cl.~8.2.1.2]\end{aligned}')) - return M_c_eqn - - -def min_max_moment_capacity(moment_capacity,min_mc): #todo anjali - min_mc = str(min_mc) - moment_capacity = str(moment_capacity) - min_mc_eqn = Math(inline=True) - min_mc_eqn.append(NoEscape(r'\begin{aligned} Mc_{min} &= 0.5 * M_c\\')) - min_mc_eqn.append(NoEscape(r'&= 0.5 *' + moment_capacity +r'\\')) - min_mc_eqn.append(NoEscape(r'&=' + min_mc + r'\\')) - min_mc_eqn.append(NoEscape(r' Mc_{max} &= Mc \\')) - min_mc_eqn.append(NoEscape(r'&=' +moment_capacity+ r'\end{aligned}')) - return min_mc_eqn - - -def prov_moment_load(moment_input,min_mc,app_moment_load,moment_capacity): - min_mc = str(min_mc) - moment_input = str(moment_input) - app_moment_load = str(app_moment_load) - moment_capacity = str(moment_capacity) - app_moment_load_eqn = Math(inline=True) - # app_moment_load_eqn.append(NoEscape(r'\begin{aligned} Mc_{min} &= 0.5 * M_c\\')) - # app_moment_load_eqn.append(NoEscape(r'&= 0.5 *' + moment_capacity + r'\\')) - # app_moment_load_eqn.append(NoEscape(r'&=' + min_mc + r'\\')) - app_moment_load_eqn.append(NoEscape(r' \begin{aligned} Mu &= max(M,Mc_{min} )\\')) - app_moment_load_eqn.append(NoEscape(r'&= max(' + moment_input + r',' + min_mc + r')\\')) - app_moment_load_eqn.append(NoEscape(r'&=' + app_moment_load + r'\end{aligned}')) - return app_moment_load_eqn - - -def shear_rupture_prov_beam(h, t, n_r, d_o, fu,v_dn,gamma_m1,multiple=1): - h = str(h) - t = str(t) - n_r = str(n_r) - d_o = str(d_o) - f_u = str(fu) - v_dn = str(v_dn) - gamma_m1 = str(gamma_m1) - multiple = str(multiple) - shear_rup_eqn = Math(inline=True) - shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.75*A_{vn}*f_u}{\sqrt{3}*\gamma_{m1}}\\')) - shear_rup_eqn.append(NoEscape(r'&= \frac{'+ multiple+'*0.75 *('+h+'-('+n_r+'*'+d_o+'))*'+t+'*'+f_u+ '}{\sqrt{3}*'+gamma_m1+ r'}\\')) - shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) - return shear_rup_eqn - - -def shear_Rupture_prov_weld(h, t,fu,v_dn,gamma_m1,multiple =1): #weld - h = str(h) - t = str(t) - gamma_m1 = str(gamma_m1) - f_u = str(fu) - v_dn = str(v_dn) - multiple = str(multiple) - - shear_rup_eqn = Math(inline=True) - shear_rup_eqn.append(NoEscape(r'\begin{aligned} V_{dn} &= \frac{0.75*A_{vn}*f_u}{\sqrt{3}*\gamma_{m1}}\\')) - shear_rup_eqn.append(NoEscape(r'&=\frac{'+ multiple+'*0.75*'+h+'*'+t+'*'+f_u+'}{\sqrt{3}*' +gamma_m1+ r'}\\')) - shear_rup_eqn.append(NoEscape(r'&=' + v_dn + '\end{aligned}')) - return shear_rup_eqn - - -def shear_capacity_prov(V_dy, V_dn, V_db = 0.0): - shear_capacity_eqn = Math(inline=True) - if V_db != 0.0: - V_d = min(V_dy,V_dn,V_db) - V_d = str(V_d) - V_dy = str(V_dy) - V_dn = str(V_dn) - V_db = str(V_db) - shear_capacity_eqn.append(NoEscape(r'\begin{aligned} V_d &= min(V_{dy},V_{dn},V_{db})\\')) - shear_capacity_eqn.append(NoEscape(r'&= min('+V_dy+','+V_dn+','+V_db+r')\\')) - elif V_db == 0.0 and V_dn == 0.0: - V_d = V_dy - V_d = str(V_d) - V_dy = str(V_dy) - shear_capacity_eqn.append(NoEscape(r'\begin{aligned} V_d &= V_{dy}\\')) - # shear_capacity_eqn.append(NoEscape(r'&=' + V_dy + r'\\')) - else: - V_d = min(V_dy, V_dn) - V_d = str(V_d) - V_dy = str(V_dy) - V_dn = str(V_dn) - shear_capacity_eqn.append(NoEscape(r'\begin{aligned} V_d &= min(V_{dy},V_{dn})\\')) - shear_capacity_eqn.append(NoEscape(r'&= min(' + V_dy + ',' + V_dn + r')\\')) - - shear_capacity_eqn.append(NoEscape(r'&='+V_d + '\end{aligned}')) - return shear_capacity_eqn - - -def get_pass_fail(required, provided,relation='greater'): - required = float(required) - provided = float(provided) - if provided==0: - return 'N/A' - else: - if relation == 'greater': - if required > provided: - return 'Pass' - else: - return 'Fail' - elif relation == 'geq': - if required >= provided: - return 'Pass' - else: - return 'Fail' - elif relation == 'leq': - if required <= provided: - return 'Pass' - else: - return 'Fail' - else: - if required < provided: - return 'Pass' - else: - return 'Fail' - - -def get_pass_fail2(min, provided, max): - min = float(min) - provided = float(provided) - max = float(max) - if provided == 0: - return 'N/A' - else: - if max >= provided and min <= provided: - return 'Pass' - else: - return 'Fail' - # elif relation == 'geq': - - -def min_prov_max(min, provided,max): - min = float(min) - provided = float(provided) - max = float(max) - if provided==0: - return 'N/A' - else: - if max >= provided and min<=provided: - return 'Pass' - else: - return 'Fail' - - -def member_yield_prov(Ag, fy, gamma_m0, member_yield,multiple = 1): - Ag = str(round(Ag,2)) - fy = str(fy) - gamma_m0 = str(gamma_m0) - multiple = str(multiple) - member_yield = str(member_yield) - member_yield_eqn = Math(inline=True) - member_yield_eqn.append(NoEscape(r'\begin{aligned}T_{dg}~or~A_c&= \frac{'+ multiple + r' * A_g ~ f_y}{\gamma_{m0}}\\')) - member_yield_eqn.append(NoEscape(r'&= \frac{'+ multiple + '*' + Ag + '*' + fy + '}{'+ gamma_m0 + r'}\\')) - member_yield_eqn.append(NoEscape(r'&= ' + member_yield + r'\end{aligned}')) - return member_yield_eqn - - -def member_rupture_prov(A_nc, A_go, F_u, F_y, L_c, w, b_s, t,gamma_m0,gamma_m1,beta,member_rup,multiple = 1): - w = str(w) - t = str(t) - fy = str(F_y) - fu = str(F_u) - b_s = str(b_s) - L_c = str(L_c) - A_nc = str(A_nc) - A_go = str(A_go) - gamma_m0 = str(gamma_m0) - gamma_m1 = str(gamma_m1) - beta = str(round(beta,2)) - member_rup = str(member_rup) - multiple = str(multiple) - member_rup_eqn = Math(inline=True) - member_rup_eqn.append(NoEscape(r'\begin{aligned}\beta &= 1.4 - 0.076*\frac{w}{t}*\frac{f_{y}}{0.9*f_{u}}*\frac{b_s}{L_c}\\')) - member_rup_eqn.append(NoEscape(r'&\leq\frac{0.9*f_{u}*\gamma_{m0}}{f_{y}*\gamma_{m1}} \geq 0.7 \\')) - member_rup_eqn.append(NoEscape(r'&= 1.4 - 0.076*\frac{'+ w +'}{'+ t + r'}*\frac{'+ fy +'}{0.9*'+ fu + r'}*\frac{'+ b_s +'}{' + L_c + r' }\\')) - member_rup_eqn.append(NoEscape(r'&\leq\frac{0.9* '+ fu + '*'+ gamma_m0 +'}{' +fy+'*'+gamma_m1 + r'} \geq 0.7 \\')) - member_rup_eqn.append(NoEscape(r'&= '+ beta + r'\\')) - member_rup_eqn.append(NoEscape(r'T_{dn} &= '+multiple+'*' r'(\frac{0.9*A_{nc}*f_{u}}{\gamma_{m1}} + \frac{\beta * A_{go} * f_{y}}{\gamma_{m0}})\\')) - member_rup_eqn.append(NoEscape(r'&= '+multiple+ r'*(\frac{0.9* '+ A_nc +'*' + fu + '}{'+ gamma_m1 + r'} + \frac{' + beta + '*' + A_go + '*' + fy + '}{' + gamma_m0 + r'})\\')) - member_rup_eqn.append(NoEscape(r'&= '+ member_rup + r'\end{aligned}')) - - return member_rup_eqn - - -def flange_weld_stress(F_f,l_eff,F_ws): - F_f = str(F_f) - l_eff = str(l_eff) - F_ws = str(F_ws) - flange_weld_stress_eqn = Math(inline=True) - flange_weld_stress_eqn.append(NoEscape(r'\begin{aligned} Stress &= \frac{F_f*10^3}{l_{eff}}\\')) - flange_weld_stress_eqn.append(NoEscape(r' &= \frac{'+F_f+'*10^3}{'+l_eff+ r'}\\')) - flange_weld_stress_eqn.append(NoEscape(r'&= ' + F_ws+ r'\end{aligned}')) - - return flange_weld_stress_eqn - - -def blockshear_prov(Tdb,A_vg = None, A_vn = None, A_tg = None, A_tn = None, f_u = None, f_y = None ,gamma_m0 = None ,gamma_m1 = None,stress=None): - Tdb = str(Tdb) - A_vg = str(A_vg) - A_vn = str(A_vn) - A_tg = str(A_tg) - A_tn = str(A_tn) - f_y = str(f_y) - f_u = str(f_u) - gamma_m1 = str(gamma_m1) - gamma_m0 = str(gamma_m0) - - member_block_eqn = Math(inline=True) - if stress == "shear": - member_block_eqn.append(NoEscape(r'\begin{aligned}V_{db1} &= \frac{A_{vg} f_{y}}{\sqrt{3} \gamma_{m0}} + \frac{0.9 A_{tn} f_{u}}{\gamma_{m1}}\\')) - member_block_eqn.append(NoEscape(r'V_{db2} &= \frac{0.9*A_{vn} f_{u}}{\sqrt{3} \gamma_{m1}} + \frac{A_{tg} f_{y}}{\gamma_{m0}}\\')) - member_block_eqn.append(NoEscape(r'V_{db} &= min(V_{db1}, V_{db2})= ' + Tdb + r'\end{aligned}')) - else: - member_block_eqn.append(NoEscape(r'\begin{aligned}T_{db1} &= \frac{A_{vg} f_{y}}{\sqrt{3} \gamma_{m0}} + \frac{0.9 A_{tn} f_{u}}{\gamma_{m1}}\\')) - member_block_eqn.append(NoEscape(r'T_{db2} &= \frac{0.9*A_{vn} f_{u}}{\sqrt{3} \gamma_{m1}} + \frac{A_{tg} f_{y}}{\gamma_{m0}}\\')) - member_block_eqn.append(NoEscape(r'T_{db} &= min(T_{db1}, T_{db2})= ' + Tdb + r'\end{aligned}')) - # member_block_eqn.append(NoEscape(r'&= \frac{' + A_vg + '*' + f_y + '}{" 1.732*' + gamma_m0 + 'r'} + &+ +'\frac{"0.9*" + A_vn + '*' + f_u + '}{'+1.732+'*' + gamma_m0 + r'} '\\')) - - return member_block_eqn - - -def slenderness_req(): - - slenderlimit_eqn = Math(inline=True) - slenderlimit_eqn.append(NoEscape(r'\begin{aligned}\frac{K * L}{r} &\leq 400\end{aligned}')) - - return slenderlimit_eqn - - -def slenderness_prov(K, L, r, slender): - K = str(K) - L = str(L) - r = str(r) - slender = str(slender) - - slender_eqn = Math(inline=True) - slender_eqn.append(NoEscape(r'\begin{aligned}\frac{K * L}{r} &= \frac{'+K+'*'+L+'}{'+r+ r'}\\')) - slender_eqn.append(NoEscape(r'&= ' + slender + r'\end{aligned}')) - - return slender_eqn - - -def efficiency_req(): - efflimit_eqn = Math(inline=True) - efflimit_eqn.append(NoEscape(r'\begin{aligned} Utilization~Ratio &\leq 1 \end{aligned}')) - - return efflimit_eqn - - -def efficiency_prov(F, Td, eff): - F = str(F) - Td = str(round(Td/1000,2)) - eff = str(eff) - eff_eqn = Math(inline=True) - eff_eqn.append(NoEscape(r'\begin{aligned} Utilization~Ratio &= \frac{F}{Td}&=\frac{'+F+'}{'+Td+r'}\\')) - eff_eqn.append(NoEscape(r'&= ' + eff + r'\end{aligned}')) - - return eff_eqn - - -def gusset_ht_prov(beam_depth, clearance, height, mul = 1): - beam_depth = str(beam_depth) - clearance = str(clearance) - height = str(height) - mul = str(mul) - plate_ht_eqn = Math(inline=True) - plate_ht_eqn.append( - NoEscape(r'\begin{aligned} H &= '+mul+ '* Depth + clearance 'r'\\')) - plate_ht_eqn.append( - NoEscape(r'&=('+mul+'*' + beam_depth + ')+' + clearance + r'\\')) - plate_ht_eqn.append(NoEscape(r'&= ' + height + r'\end{aligned}')) - return plate_ht_eqn - - -def gusset_lt_b_prov(nc,p,e,length): - nc = str(nc) - p = str(p) - e = str(e) - length = str(length) - length_htb_eqn = Math(inline=True) - length_htb_eqn.append( - NoEscape(r'\begin{aligned} L &= (nc -1) * p + 2 * e\\')) - length_htb_eqn.append( - NoEscape(r'&= ('+nc+'-1) *'+ p + '+ (2 *'+ e + r')\\')) - length_htb_eqn.append(NoEscape(r'&= ' + length + r'\end{aligned}')) - return length_htb_eqn - - -def gusset_lt_w_prov(weld,cls,length): - weld = str(weld) - cls = str(cls) - length = str(length) - length_htw_eqn = Math(inline=True) - length_htw_eqn.append( - NoEscape(r'\begin{aligned} L &= Flange weld + clearance 'r'\\')) - length_htw_eqn.append( - NoEscape(r'&= '+ weld + '+' + cls + r'\\')) - length_htw_eqn.append(NoEscape(r'&= ' + length + r'\end{aligned}')) - return length_htw_eqn - - -def long_joint_bolted_req(): - long_joint_bolted_eqn = Math(inline=True) - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} &if~l\geq 15 * d~then~V_{rd} = \beta_{ij} * V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& if~l < 15 * d~then~V_{rd} = V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& where,\\')) - long_joint_bolted_eqn.append(NoEscape(r'& l = ((nc~or~nr) - 1) * (p~or~g) \\')) - long_joint_bolted_eqn.append(NoEscape(r'& \beta_{ij} = 1.075 - l/(200 * d) \\')) - long_joint_bolted_eqn.append(NoEscape(r'& but~0.75\leq\beta_{ij}\leq1.0 \end{aligned}')) - - return long_joint_bolted_eqn - - -def long_joint_bolted_prov(nc,nr,p,g,d,Tc,Tr): - lc = (nc - 1) * p - lr = (nr - 1) * g - l = max(lc,lr) - lt = 15 * d - B = 1.075 - (l / (200 * d)) - Bi = round(B,2) - nc= str(nc) - nr= str(nr) - g= str(g) - p = str(p) - d = str(d) - Tc = str(Tc) - Tr = str(Tr) - if B<=0.75: - B =0.75 - elif B>=1: - B =1 - else: - B=B - B = str(round(B,2)) - Bi = str(Bi) - lc_str = str(lc) - lr_str = str(lr) - l_str = str(l) - lt_str = str(lt) - long_joint_bolted_eqn = Math(inline=True) - # long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} &if~l\leq 15 * d~then~V_{rd} = \beta_{ij} * V_{db} \\')) - # long_joint_bolted_eqn.append(NoEscape(r'& where,\\')) - if l < (lt): - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l&= ((nc~or~nr) - 1) * (p~or~g) \\')) - long_joint_bolted_eqn.append(NoEscape(r' &= ('+nc+' - 1) * '+p+ '='+lc_str+ r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' &= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' l&= '+ l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& 15 * d = 15 * '+d+' = '+lt_str +r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'& since,~l < 15 * d~then~V_{rd} = V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& V_{rd} = '+Tc+r' \end{aligned}')) - else: - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l&= ((nc~or~nr) - 1) * (p~or~g) \\')) - long_joint_bolted_eqn.append(NoEscape(r' &= (' + nc + ' - 1) * ' + p + '=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' &= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' l&= ' + l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& 15 * d = 15 * ' + d + ' = ' + lt_str + r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'& since,~l \geq 15 * d~then~V_{rd} = \beta_{ij} * V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& \beta_{ij} = 1.075 - '+ l_str +'/(200*'+d+') ='+Bi+r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& V_{rd} = '+B+' * '+Tc+'='+Tr+ r' \end{aligned}')) - - return long_joint_bolted_eqn - - -def long_joint_bolted_beam(nc,nr,p,g,d,Tc,Tr,joint,end_dist,gap,edge_dist,web_thickness,root_radius,conn=None): - - if joint == 'web': - lc = round(2*((nc/2 - 1) * p + end_dist) + gap ,2) - lr = round((nr - 1) * g,2) - else: - lc = round(2*((nc/2 - 1) * p + end_dist) +gap ,2) - lr = round(2*((nr/2 - 1) * g + edge_dist +root_radius ) + web_thickness ,2) - - l = round(max(lc,lr) ,2) - lt = 15 * d - B = 1.075 - (l / (200 * d)) - # Bi = round(B,2) - nc= str(nc) - nr= str(nr) - g= str(g) - p = str(p) - d = str(d) - Tc = str(Tc) - Tr = str(Tr) - if B<=0.75: - B =0.75 - elif B>=1: - B =1 - else: - B=B - B = round(B,2) - Bi = str(B) - lc_str = str(lc) - lr_str = str(lr) - l_str = str(l) - lt_str = str(lt) - end_dist =str(end_dist) - edge_dist = str(edge_dist) - web_thickness = str(web_thickness) - gap =str(gap) - root_radius =str(root_radius) - long_joint_bolted_eqn = Math(inline=True) - # long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} &if~l\leq 15 * d~then~V_{rd} = \beta_{ij} * V_{db} \\')) - # long_joint_bolted_eqn.append(NoEscape(r'& where,\\')) - if l < (lt): - if joint == 'web': - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l&= ((nc~or~nr) - 1) * (p~or~g) \\')) - if conn =="beam_beam": - long_joint_bolted_eqn.append(NoEscape( r' lr &= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lc &= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - elif conn =="col_col": - long_joint_bolted_eqn.append(NoEscape(r' lc &= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr &= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - else: - long_joint_bolted_eqn.append(NoEscape(r' lc &= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr &= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - - long_joint_bolted_eqn.append(NoEscape(r' l&= ' + l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& 15 * d = 15 * '+d+' = '+lt_str +r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'& since,~l < 15 * d~\\&then~V_{rd} = V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& V_{rd} = '+Tc+r' \end{aligned}')) - else: - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l~&= ((nc~or~nr) - 1) * (p~or~g) \\')) - if conn == "beam_beam": - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist + r'\\& +' + root_radius + ')+ ' + web_thickness + '=' + lr_str + r'\\')) - elif conn == "col_col": - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist + r'\\& +' + root_radius + ')+ ' + web_thickness + '=' + lr_str + r'\\')) - else: - long_joint_bolted_eqn.append(NoEscape( r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist + r'\\& +' + root_radius + ')+ ' + web_thickness + '=' + lr_str + r'\\')) - - long_joint_bolted_eqn.append(NoEscape(r' l~&= ' + l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& 15 * d = 15 * ' + d + ' = ' + lt_str + r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'& since,~l < 15 * d~ \\& then~V_{rd} = V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& V_{rd} = ' + Tc + r' \end{aligned}')) - else: - if joint == 'web': - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l&= ((nc~or~nr) - 1) * (p~or~g) \\')) - if conn == "beam_beam": - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lc&= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - elif conn == "col_col": - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr&= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - else: - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr&= (' + nr + ' - 1) * ' + g + '=' + lr_str + r'\\')) - - long_joint_bolted_eqn.append(NoEscape(r' l&= ' + l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'& 15 * d = 15 * ' + d + ' = ' + lt_str + r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'&since,~l \geq 15 * d~ \\&then~V_{rd} = \beta_{ij} * V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'\beta_{ij} &= 1.075 - '+ l_str +'/(200*'+d+r') \\&='+Bi+r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'V_{rd} &= '+Bi+' * '+Tc+'='+Tr+ r' \end{aligned}')) - else: - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} l~&= ((nc~or~nr) - 1) * (p~or~g) \\')) - if conn == "beam_beam": - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist +r'\\& +'+root_radius+')+ ' + web_thickness + '=' + lr_str + r'\\')) - elif conn == "col_col": - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' lr&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist + r'\\& +' + root_radius + ')+ ' + web_thickness + '=' + lr_str + r'\\')) - else: - long_joint_bolted_eqn.append(NoEscape(r' lc&= 2*((\frac{' + nc + '}{2} - 1) * ' + p + '+' + end_dist + ')+ ' + gap + r'\\&=' + lc_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape( r' lr&= 2*((\frac{' + nr + '}{2} - 1) * ' + g + '+' + edge_dist + r'\\& +' + root_radius + ')+ ' + web_thickness + '=' + lr_str + r'\\')) - - long_joint_bolted_eqn.append(NoEscape(r' l~&= ' + l_str + r'\\')) - long_joint_bolted_eqn.append(NoEscape(r'&15 * d = 15 * ' + d + ' = ' + lt_str + r' \\')) - long_joint_bolted_eqn.append(NoEscape(r'&since,~l \geq 15 * d~\\ &then~V_{rd} = \beta_{ij} * V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'\beta_{ij} &= 1.075 - '+ l_str +'/(200*'+d+ r')\\& ='+Bi+r'\\')) - long_joint_bolted_eqn.append(NoEscape(r' V_{rd}& = '+Bi+' * '+Tc+'='+Tr+ r' \end{aligned}')) - - return long_joint_bolted_eqn - - -def long_joint_welded_req(): - long_joint_bolted_eqn = Math(inline=True) - long_joint_bolted_eqn.append(NoEscape(r'\begin{aligned} &if~l\geq 150 * t_t~then~V_{rd} = \beta_{l_w} * V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& if~l < 150 * t_t~then~V_{rd} = V_{db} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& where,\\')) - long_joint_bolted_eqn.append(NoEscape(r'& l ~= pt.length ~ or ~ pt.height \\')) - long_joint_bolted_eqn.append(NoEscape(r'& \beta_{l_w} = 1.2 - \frac{(0.2*l )}{(150*t_t)} \\')) - long_joint_bolted_eqn.append(NoEscape(r'& but~0.6\leq\beta_{l_w}\leq1.0 \end{aligned}')) - - - return long_joint_bolted_eqn - -def long_joint_welded_beam_prov(plate_height,l_w,t_w,gap,t_t,Tc,Tr): - ll = round(2*(l_w +(2*t_w)) +gap,2) - lh = plate_height - l = round(max(ll,lh) ,2) - lt = 150 * t_t - B = 1.2 - ((0.2 * l) / (150 * t_t)) - if B <= 0.6: - B = 0.6 - elif B >= 1: - B = 1 - else: - B = B - Bi = str(round(B, 2)) - t_t= str(t_t) - # l =str(l) - l_str= str(l) - # lt = str(lt) - lt_str = str(lt) - - # B = str(round(B, 2)) - # Bi = str(Bi) - t_t= str(t_t) - ll_str =str(ll) - lh_str= str(lh) - plate_height =str(plate_height) - Tc = str(Tc) - Tr = str(Tr) - l_w = str(l_w ) - - t_w = str(t_w) - l_w = str(l_w) - gap = str(gap) - long_joint_welded_beam_prov = Math(inline=True) - # if conn =="web": - if l < lt: - long_joint_welded_beam_prov.append(NoEscape(r'\begin{aligned} l ~&= pt.length ~ or ~ pt.height \\')) - long_joint_welded_beam_prov.append(NoEscape(r' l_l &= 2('+l_w +'+(2*'+t_w+'))+'+gap+r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r' &='+ ll_str+ r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r'l_h& =' +lh_str+r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r' l~&= ' + l_str + r'\\')) - long_joint_welded_beam_prov.append(NoEscape(r'& 150 * t_t =150 * '+t_t+' = '+lt_str +r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r'& since,~l < 150 * t_t~\\&then~V_{rd} = V_{db} \\')) - long_joint_welded_beam_prov.append(NoEscape(r' V_{rd} &= ' + Tc + r' \end{aligned}')) - else: - long_joint_welded_beam_prov.append(NoEscape(r'\begin{aligned} l~&= pt.length ~or ~pt.height \\')) - long_joint_welded_beam_prov.append(NoEscape(r' l_l &= 2(' + l_w + '+(2*' + t_w + '))+' + gap + r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r' &=' + ll_str + r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r' l_h& =' + lh_str + r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r' l~&= ' + l_str + r'\\')) - long_joint_welded_beam_prov.append(NoEscape(r'& 150 * t_t =150 * ' + t_t + ' = ' + lt_str + r' \\')) - long_joint_welded_beam_prov.append(NoEscape(r'&since,~l \geq 150 * t_t~ \\&then~V_{rd} = \beta_{lw} * V_{db} \\')) - long_joint_welded_beam_prov.append(NoEscape(r'\beta_{l_w}& = 1.2 - (0.2*' + l_str + ')/(150*' + t_t+ r')\\& =' + Bi + r'\\')) - long_joint_welded_beam_prov.append(NoEscape(r' V_{rd}& = ' + Bi + ' * ' + Tc + '=' + Tr + r' \end{aligned}')) - - return long_joint_welded_beam_prov - -def long_joint_welded_prov(h,l,t_t,ws,wsr): - lj = max(h,l) - lt = 150 * t_t - B = 1.2 - ((0.2 * lj) / (150 * t_t)) - if B <= 0.6: - B = 0.6 - elif B >= 1: - B = 1 - else: - B = B - Bi = str(round(B, 2)) - t_t= str(t_t) - lt_str = str(lt) - h = str(h) - l = str(l) - ws = str(ws) - wsr = str(wsr) - ljs= str(lj) - - long_joint_welded_prov = Math(inline=True) - # if conn =="web": - if lj < lt: - long_joint_welded_prov.append(NoEscape(r'\begin{aligned} l ~&= pt.length ~ or ~ pt.height \\')) - long_joint_welded_prov.append(NoEscape(r' l_l &= max('+h +','+l+r') \\')) - long_joint_welded_prov.append(NoEscape(r' &='+ ljs + r' \\')) - long_joint_welded_prov.append(NoEscape(r'& 150 * t_t =150 * '+t_t+' = '+lt_str +r' \\')) - long_joint_welded_prov.append(NoEscape(r'& since,~l < 150 * t_t~\\&then~V_{rd} = V_{db} \\')) - long_joint_welded_prov.append(NoEscape(r' V_{rd} &= ' + ws + r' \end{aligned}')) - else: - long_joint_welded_prov.append(NoEscape(r'\begin{aligned} l~&= pt.length ~or ~pt.height \\')) - long_joint_welded_prov.append(NoEscape(r' l_l &= max(' + h + ',' + l + r') \\')) - long_joint_welded_prov.append(NoEscape(r' &=' + ljs + r' \\')) - long_joint_welded_prov.append(NoEscape(r'& 150 * t_t =150 * ' + t_t + ' = ' + lt_str + r' \\')) - long_joint_welded_prov.append(NoEscape(r'&since,~l \geq 150 * t_t~ \\&then~V_{rd} = \beta_{lw} * V_{db} \\')) - long_joint_welded_prov.append(NoEscape(r'\beta_{l_w}& = 1.2 - (0.2*' + lj + ')/(150*' + t_t+ r')\\& =' + Bi + r'\\')) - long_joint_welded_prov.append(NoEscape(r' V_{rd}& = ' + Bi + ' * ' + ws + '=' + wsr + r' \end{aligned}')) - - return long_joint_welded_prov - - -def throat_req(): - throat_eqn = Math(inline=True) - throat_eqn.append(NoEscape(r'\begin{aligned} t_t &\geq 3 \end{aligned}')) - - return throat_eqn - - -def throat_prov(tw,f): - tt = tw * f - t_t= max(tt,3) - tw = str(round(tw,2)) - f= str(round(f,2)) - tt = str(round(tt,2)) - t_t = str(round(t_t,2)) - - throat_eqn = Math(inline=True) - throat_eqn.append(NoEscape(r'\begin{aligned} t_t & = '+ f+'* t_w 'r'\\')) - throat_eqn.append(NoEscape(r'& = ' + f + '*'+ tw +r'\\')) - throat_eqn.append(NoEscape(r't_t & = ' + t_t + r'\end{aligned}')) - - return throat_eqn - - -def eff_len_prov(l_eff, b_fp, t_w, l_w,con= None): - l_eff = str(l_eff) - l_w = str(l_w) - b_fp = str(b_fp) - t_w = str(t_w) - eff_len_eqn = Math(inline=True) - if con == "Flange": - eff_len_eqn.append(NoEscape(r'\begin{aligned} l_{eff} &= (2*l_w) + B_{fp} - 2*t_w\\')) - eff_len_eqn.append(NoEscape(r'&= (2*' + l_w + ') +' + b_fp + ' - 2*' + t_w + r'\\')) - eff_len_eqn.append(NoEscape(r'& = ' + l_eff + r'\end{aligned}')) - else: - eff_len_eqn.append(NoEscape(r'\begin{aligned} l_{eff} &= (2*l_w) + W_{wp} - 2*t_w\\')) - eff_len_eqn.append(NoEscape(r'&= (2*' + l_w + ') +' + b_fp + ' - 2*' + t_w + r'\\')) - eff_len_eqn.append(NoEscape(r'& = ' + l_eff + r'\end{aligned}')) - - return eff_len_eqn - - -def eff_len_prov_out_in(l_eff, b_fp,b_ifp, t_w, l_w): - l_eff = str(l_eff) - l_w = str(l_w) - b_fp = str(b_fp) - b_ifp = str(b_ifp) - t_w = str(t_w) - eff_len_prov_out_in_eqn = Math(inline=True) - eff_len_prov_out_in_eqn.append(NoEscape(r'\begin{aligned} l_{eff} &= (6*l_w) + B_{fp} + (2 * B_{ifp})- 6*t_w\\')) - eff_len_prov_out_in_eqn.append(NoEscape(r'&= (6*' + l_w + ') +' + b_fp + '+ 2*' +b_ifp + '- 6*' + t_w + r'\\')) - eff_len_prov_out_in_eqn.append(NoEscape(r'& = ' + l_eff + r'\end{aligned}')) - - return eff_len_prov_out_in_eqn - - -def eff_len_req(F_f, l_eff_req, F_wd): - F_f = str(F_f) - l_eff_req = str(l_eff_req) - F_wd = str(F_wd) - flange_weld_stress_eqn = Math(inline=True) - flange_weld_stress_eqn.append(NoEscape(r'\begin{aligned} l_{eff}_{req} &= \frac{F_f*10^3}{F_{wd}}\\')) - flange_weld_stress_eqn.append(NoEscape(r' &= \frac{' + F_f + '*10^3}{' + F_wd + r'}\\')) - flange_weld_stress_eqn.append(NoEscape(r'&= ' + l_eff_req + r'\end{aligned}')) - - return flange_weld_stress_eqn - - -def plate_area_req(crs_area, flange_web_area): - crs_area = str(crs_area) - flange_web_area = str(flange_web_area) - - plate_crs_sec_area_eqn =Math(inline=True) - plate_crs_sec_area_eqn.append(NoEscape(r'\begin{aligned} &pt.area >= \\&connected~member~area * 1.05\\')) - # plate_crs_sec_area_eqn.append(NoEscape(r'& = '+crs_area+ r' * 1.05 \\')) - plate_crs_sec_area_eqn.append(NoEscape(r' &= ' + flange_web_area + r'\end{aligned}')) - return plate_crs_sec_area_eqn - - -def width_pt_chk(B,t,r_1,pref): - if pref == "Outside": - outerwidth = round(B - (2 * 21) ,2) - outerwidth = str(outerwidth) - else: - innerwidth = round((B -t - (2*r_1)-(4*21))/2 ,2) - innerwidth = str(innerwidth) - - B = str(B) - t = str(t) - r_1 = str(r_1) - Innerwidth_pt_chk_eqn = Math(inline=True) - if pref == "Outside": - Innerwidth_pt_chk_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= B-(2*21)\\')) - Innerwidth_pt_chk_eqn.append(NoEscape(r'&=' + B + r'-(2*21)\\')) - Innerwidth_pt_chk_eqn.append(NoEscape(r'&= ' + outerwidth +r'\end{aligned}')) - else: - Innerwidth_pt_chk_eqn.append(NoEscape(r'\begin{aligned} B_{ifp} &= \frac{B-t-(2*R1)-(4 * 21)}{2}\\')) - Innerwidth_pt_chk_eqn.append(NoEscape(r'&=\frac{'+B+'-'+t+'-(2*'+r_1+r')-(4 * 21)}{2}\\')) - Innerwidth_pt_chk_eqn.append(NoEscape(r'&= ' + innerwidth + r'\end{aligned}')) - return Innerwidth_pt_chk_eqn - - -def width_pt_chk_bolted(B,t,r_1): - innerwidth =round((B -t - (2*r_1))/2 ,2) - B = str(B) - t = str(t) - r_1 = str(r_1) - innerwidth = str(innerwidth) - width_pt_chk_bolted_eqn = Math(inline=True) - width_pt_chk_bolted_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= \frac{B-t-(2*R1)}{2}\\')) - width_pt_chk_bolted_eqn.append(NoEscape(r'&=\frac{' + B + '-' + t + '-(2*' + r_1 + r')}{2}\\')) - width_pt_chk_bolted_eqn.append(NoEscape(r'&= ' + innerwidth + r'\end{aligned}')) - return width_pt_chk_bolted_eqn - - -def web_width_chk_bolt (pref,D,tk,T,R_1,webplatewidth,webclearance = None): - T = str(T) - tk = str(tk) - R_1 = str(R_1) - webplatewidth= str(webplatewidth) - webclearance =str(webclearance) - web_width_chk_bolt_eqn = Math(inline=True) - if pref =="Outside": - D = str(D) - web_width_chk_bolt_eqn.append(NoEscape(r'\begin{aligned} W_{wp} &= D - (2 * T) - (2 * R1)\\')) - web_width_chk_bolt_eqn.append(NoEscape(r' &= '+D+' - (2 * '+T+') - (2 *'+ R_1+r')\\')) - web_width_chk_bolt_eqn.append(NoEscape(r' &=' + webplatewidth + r'\end{aligned}')) - else : - - if D > 600.00: - web_width_chk_bolt_eqn.append(NoEscape(r'\begin{aligned} C~~ &= max((R1, t_{ifp}) + 25) \\')) - web_width_chk_bolt_eqn.append(NoEscape(r'&= max(('+R_1+',' +tk+r') + 25) \\')) - web_width_chk_bolt_eqn.append(NoEscape(r'&= ' + webclearance + r' \\')) - - else: - web_width_chk_bolt_eqn.append(NoEscape(r'\begin{aligned} C~~ &= max((R1, t_{ifp}) + 10) \\')) - web_width_chk_bolt_eqn.append(NoEscape(r'&= max((' + R_1 + ',' +tk + r') +10) \\')) - web_width_chk_bolt_eqn.append(NoEscape(r'&= ' + webclearance + r' \\')) - D = str(D) - web_width_chk_bolt_eqn.append(NoEscape(r' W_{wp} &= D - (2 * T) - (2 * C)\\')) - web_width_chk_bolt_eqn.append(NoEscape(r' &= ' + D + ' - (2 * ' + T + ') - (2 *' + webclearance + r')\\')) - web_width_chk_bolt_eqn.append(NoEscape(r' &='+webplatewidth + r'\end{aligned}')) - - return web_width_chk_bolt_eqn - - -def web_width_chk_weld (D,tk,R_1,webplatewidth): - tk = str(tk) - R_1 = str(R_1) - D = str(D) - webplatewidth = str(webplatewidth) - web_width_chk_weld_eqn = Math(inline=True) - web_width_chk_weld_eqn.append(NoEscape(r'\begin{aligned} W_{wp} &= D - (2 * T) - (2 * R1)- (2*21)\\')) - web_width_chk_weld_eqn.append(NoEscape(r' &= ' + D + ' - (2 * ' + tk + ') - (2 *' + R_1 + r')- (2*21)\\')) - web_width_chk_weld_eqn.append(NoEscape(r' &=' + webplatewidth + r'\end{aligned}')) - return web_width_chk_weld_eqn - - -def web_width_min (D,min_req_width): - D = str(D) - min_req_width = str(min_req_width) - web_width_min_eqn = Math(inline=True) - web_width_min_eqn.append(NoEscape(r'\begin{aligned} &= 0.6 *D\\')) - web_width_min_eqn.append(NoEscape(r' &= 0.6 *'+D+r'\\')) - web_width_min_eqn.append(NoEscape(r' &= ' + min_req_width+ r'\end{aligned}')) - return web_width_min_eqn - - -def flange_plate_area_prov(B,pref,y,outerwidth,fp_area,t,r_1,innerwidth =None,): - outerwidth = str(outerwidth) - B = str(B) - fp_area = str(fp_area) - t = str(t) - r_1 = str(r_1) - innerwidth = str(innerwidth) - y = str(y) - flangeplate_crs_sec_area_eqn = Math(inline=True) - - if pref == "Outside": - flangeplate_crs_sec_area_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= B - (2 * 21)\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= '+B+r' - (2 * 21)\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= ' + outerwidth + r' \\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r' pt.area &= '+y+' * '+outerwidth+r'\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= '+fp_area+r'\end{aligned}')) - else: - flangeplate_crs_sec_area_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= B-(2*21)\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&='+B+ r'-(2*21)\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= ' + outerwidth + r' \\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'B_{ifp}&= \frac{B-t-(2*R1)-(4 * 21)}{2}\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&=\frac{'+B+'-'+t+'-(2*'+r_1+r')-(4 * 21)}{2}\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= ' + innerwidth + r' \\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r' pt.area &=('+outerwidth+'+(2*'+innerwidth+'))*'+y+r'\\')) - flangeplate_crs_sec_area_eqn.append(NoEscape(r'&= ' + fp_area + r'\end{aligned}')) - - - return flangeplate_crs_sec_area_eqn - - -def plate_recheck_area_weld(outerwidth,innerwidth=None,f_tp=None,t_wp=None,conn=None,pref=None): - - if conn == "flange": - if pref =="Outside": - flange_plate_area = (outerwidth * f_tp) - - else: - flange_plate_area = (outerwidth + (2 * innerwidth)) * f_tp - # flange_plate_area = str(flange_plate_area) - else : - web_plate_area = (2 * outerwidth * t_wp) - # web_plate_area = str(web_plate_area) - outerwidth = str(outerwidth) - innerwidth = str(innerwidth) - f_tp= str(f_tp) - t_wp = str(t_wp) - # flange_plate_area = str(flange_plate_area) - # web_plate_area = str(web_plate_area) - plate_recheck_area_weld_eqn = Math(inline=True) - if conn == "flange": - if pref =="Outside": - flange_plate_area = str(flange_plate_area) - plate_recheck_area_weld_eqn.append(NoEscape(r'\begin{aligned} pt.area &=B_{fp} * t_{ifp}\\')) - plate_recheck_area_weld_eqn.append(NoEscape(r' &='+outerwidth+'*'+f_tp+r'\\')) - plate_recheck_area_weld_eqn.append(NoEscape(r'&= ' + flange_plate_area + r'\end{aligned}')) - else: - flange_plate_area = str(flange_plate_area) - plate_recheck_area_weld_eqn.append(NoEscape(r'\begin{aligned} pt.area &=(B_{fp} +(2* B_{ifp}))* t_{ifp} \\')) - plate_recheck_area_weld_eqn.append(NoEscape(r' &=(' + outerwidth + '+(2*' + innerwidth + '))*' + f_tp + r'\\')) - plate_recheck_area_weld_eqn.append(NoEscape(r'&= ' + flange_plate_area +r'\end{aligned}')) - else: - web_plate_area = str(web_plate_area) - plate_recheck_area_weld_eqn.append(NoEscape(r'\begin{aligned} pt.area &=2*W_{wp} * t_{wp} \\')) - plate_recheck_area_weld_eqn.append(NoEscape(r' &=2*' + outerwidth +' *' + t_wp + r'\\')) - plate_recheck_area_weld_eqn.append(NoEscape(r'&= ' + web_plate_area + r'\end{aligned}')) - return plate_recheck_area_weld_eqn - -def flange_plate_area_prov_bolt(B,pref,y,outerwidth,fp_area,t,r_1,innerwidth =None): - outerwidth = str(outerwidth) - B = str(B) - fp_area = str(fp_area) - t = str(t) - r_1 = str(r_1) - innerwidth = str(innerwidth) - y = str(y) - flangeplate_crs_sec_area_bolt_eqn = Math(inline=True) - if pref == "Outside": - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= B\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&= ' + outerwidth +r'\\')) - - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r' pt.area &= ' + y + ' * ' + outerwidth + r'\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&= ' + fp_area + r'\end{aligned}')) - else: - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'\begin{aligned} B_{fp} &= B\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&= ' + outerwidth + r' \\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'B_{ifp} &= \frac{B-t-(2*R1)}{2}\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&=\frac{' + B + '-' + t + '-(2*' + r_1 + r')}{2}\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&= ' + innerwidth + r' \\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r' pt.area &=(' + outerwidth + '+(2*' + innerwidth + '))*' + y + r'\\')) - flangeplate_crs_sec_area_bolt_eqn.append(NoEscape(r'&= ' + fp_area + r'\end{aligned}')) - - return flangeplate_crs_sec_area_bolt_eqn - - -def web_plate_area_prov(D, y, webwidth, wp_area, T, r_1): - D = str(D) - T = str(T) - r_1 = str(r_1) - webwidth = str(webwidth) - wp_area =str(wp_area) - y =str(y) - - web_plate_area_prov = Math(inline=True) - # web_plate_area_prov.append(NoEscape(r'\begin{aligned} W_{wp}&= D-(2*T)-(2*R1)-(2*21)\\')) - # web_plate_area_prov.append(NoEscape(r'&='+D+'-(2*'+T+')-(2*'+r_1+r')-(2*21)\\')) - # web_plate_area_prov.append(NoEscape(r'&= ' + webwidth + r' \\')) - web_plate_area_prov.append(NoEscape(r'\begin{aligned} pt.area &= t_{wp}*2* W_{wp}\\')) - web_plate_area_prov.append(NoEscape(r' &= ' + y + '*2* ' + webwidth + r'\\')) - web_plate_area_prov.append(NoEscape(r'&= ' + wp_area + r'\end{aligned}')) - return web_plate_area_prov - - -def tension_in_bolt_due_to_axial_load_n_moment(P,n,M,y_max,y_sqr,T_b): - P= str(P) - n = str(n) - M = str(M) - y_max =str(y_max) - y_sqr = str(y_sqr) - T_b = str (T_b) - tension_in_bolt_due_to_axial_load_n_moment = Math(inline=True) - tension_in_bolt_due_to_axial_load_n_moment.append(NoEscape(r'\begin{aligned} T_b &= \frac{P}{\ n} + \frac{M * y_{max}}{\ y_{sqr}}\\')) - tension_in_bolt_due_to_axial_load_n_moment.append(NoEscape(r'&=\frac{' +P + '}{' + n + r'} + \frac{' +M + '*' + y_max+ r'}{' + y_sqr + r'}\\')) - tension_in_bolt_due_to_axial_load_n_moment.append(NoEscape(r'&= ' + T_b + r'\end{aligned}')) - return tension_in_bolt_due_to_axial_load_n_moment - -def moment_cap(beta,m_d,f_y,gamma_m0,m_fd,mom_cap): - beta= str(beta) - m_d= str(m_d) - f_y= str(f_y) - gamma_m0 = str(gamma_m0) - m_fd = str(m_fd) - mom_cap = str(mom_cap) - moment_cap =Math(inline=True) - - moment_cap.append(NoEscape(r'\begin{aligned} M_{c} &= m_d - \beta(m_d -m_{fd}) \\')) - moment_cap.append(NoEscape(r'&= ' + m_d + r'-' + beta + r'('+m_d+r'-'+m_fd+r') \\')) - moment_cap.append(NoEscape(r'&= ' + mom_cap + r'\end{aligned}')) - return moment_cap - -def moment_CAP( m_d, f_y, gamma_m0, Z_e, mom_cap): - m_d = str(m_d) - f_y = str(f_y) - gamma_m0 = str(gamma_m0) - Z_e = str(Z_e) - mom_cap = str(mom_cap) - moment_cap = Math(inline=True) - - moment_cap.append(NoEscape(r'\begin{aligned} mom_cap &= \frac{Z_e*f_y}{\ gamma_m0} \\')) - moment_cap.append(NoEscape(r'&= \frac{' + Z_e + '*'+f_y+ r'}{' +gamma_m0+r'} \\')) - moment_cap.append(NoEscape(r'&= ' + mom_cap + r'\end{aligned}')) - return moment_CAP - -def no_of_bolts_along_web(D,T_f,e,p,n_bw): - D = str(D) - e= str(e) - p = str(p) - T_f = str(T_f) - n_bw = str(n_bw) - no_of_bolts_along_web = Math(inline=True) - no_of_bolts_along_web.append(NoEscape(r'\begin{aligned} n_{bw} &= \frac{D -(2*T_f) -(2*e)}{\ p} + 1 \\')) - no_of_bolts_along_web.append(NoEscape(r'&= \frac{' + D + ' -(2*'+T_f +')-(2*'+e + r')}{' + p + r'} +1 \\')) - no_of_bolts_along_web.append(NoEscape(r'&= ' + n_bw + r'\end{aligned}')) - return no_of_bolts_along_web - -def no_of_bolts_along_flange(b,T_w,e,p,n_bf): - b = str(b) - e= str(e) - p = str(p) - T_w = str(T_w) - n_bf = str(n_bf) - no_of_bolts_along_flange = Math(inline=True) - no_of_bolts_along_flange.append(NoEscape(r'\begin{aligned} n_{bf} &= \frac{b/2 -(T_w / 2) -(2*e)}{\ p} + 1 \\')) - no_of_bolts_along_flange.append(NoEscape(r'&= \frac{0.5*' + b + ' -(0.5*'+T_w +')-(2*'+e + r')}{' + p + r'} +1 \\')) - no_of_bolts_along_flange.append(NoEscape(r'&= ' + n_bf + r'\end{aligned}')) - return no_of_bolts_along_flange - - -def shear_force_in_bolts_near_web(V,n_wb,V_sb): - V = str(V) - n_wb = str(n_wb) - V_sb = str(V_sb) - shear_force_in_bolts_near_web = Math(inline=True) - shear_force_in_bolts_near_web.append(NoEscape(r'\begin{aligned} V_{sb} &= \frac{V}{\ n_{wb}} \\')) - shear_force_in_bolts_near_web.append(NoEscape(r'&=\frac{' + V + '}{' + n_wb + r'} \\')) - shear_force_in_bolts_near_web.append(NoEscape(r'&= ' + V_sb + r'\end{aligned}')) - return shear_force_in_bolts_near_web - -def tension_capacity_of_bolt(f_ub,A_nb,T_db): - f_ub= str(f_ub) - A_nb= str(A_nb) - T_db= str(T_db) - tension_capacity_of_bolt = Math(inline=True) - tension_capacity_of_bolt.append(NoEscape(r'\begin{aligned} T_{db} &= 0.9*A_{nb}*f_{ub}\\')) - tension_capacity_of_bolt.append(NoEscape(r'&=0.9*'+A_nb+ r'*'+f_ub+ r'\\')) - tension_capacity_of_bolt.append(NoEscape(r'&= ' + T_db+ r'\end{aligned}')) - return tension_capacity_of_bolt - - - -def web_plate_area_prov_bolt(D, y, webwidth, wp_area, T, r_1): - D = str(D) - T = str(T) - r_1 = str(r_1) - webwidth = str(webwidth) - wp_area = str(wp_area) - y = str(y) - - web_plate_area_prov = Math(inline=True) - # web_plate_area_prov.append(NoEscape( W_{wp}&= D-(2*T)-(2*R1)\\')) - # web_plate_area_prov.append(NoEscape(r'&=' + D + '-(2*' + T + ')-(2*' + r_1 + r')\\')) - # web_plate_area_prov.append(NoEscape(r'&= ' + webwidth + r' \\')) - web_plate_area_prov.append(NoEscape(r'\begin{aligned}pt.area &= t_{wp} *2* W_{wp} \\')) - web_plate_area_prov.append(NoEscape(r'&= ' + y + '*2* ' + webwidth + r'\\')) - web_plate_area_prov.append(NoEscape(r'&= ' + wp_area + r'\end{aligned}')) - return web_plate_area_prov - - -# def eff_len_prov(l): -# l =str(l) -# eff_len_eqn = Math(inline=True) -# eff_len_eqn.append(NoEscape(r'\begin{aligned} l_w &='+l+ r' \end{aligned}')) -# -# return eff_len_eqn -# -# def diameter_prov(d): -# d = str(d) -# diameter_eqn = Math(inline=True) -# diameter_eqn.append(NoEscape(r'\begin{aligned} d &=' + d + r' \end{aligned}')) -# -# return diameter_eqn -# -# def diahole_prov(d0): -# d0 = str(d0) -# diahole_eqn = Math(inline=True) -# diahole_eqn.append(NoEscape(r'\begin{aligned} d &=' + d0 + r' \end{aligned}')) - - # return diahole_eqn - - -def display_prov(v,t, ref = None): - - v = str(v) - display_eqn = Math(inline=True) - if ref is not None: - display_eqn.append(NoEscape(r'\begin{aligned} '+t+' &=' + v + '~('+ref+r')\end{aligned}')) - else: - display_eqn.append(NoEscape(r'\begin{aligned} ' + t + ' &=' + v + r'\end{aligned}')) - return display_eqn - - -def gamma(v,t): - v = str(v) - gamma = Math(inline=True) - gamma.append(NoEscape(r'\begin{aligned}\gamma_{' + t + '}&=' + v + r'\end{aligned}')) - - return gamma - - -def kb_prov(e,p,d,fub,fu): - kb1 = round((e / (3.0 * d)),2) - kb2 = round((p / (3.0 * d)-0.25),2) - kb3 = round(( fub / fu),2) - kb4 = 1.0 - kb_1 = min(kb1,kb2,kb3,kb4) - kb_2 = min(kb1,kb3,kb4) - pitch = p - e = str(e) - p = str(p) - d = str(d) - fub = str(fub) - fu = str(fu) - kb1 = str(kb1) - kb2 = str(kb2) - kb3 = str(kb3) - kb4 = str(kb4) - kb_1 = str(kb_1) - kb_2 = str(kb_2) - kb_eqn = Math(inline=True) - if pitch != 0 : - kb_eqn.append(NoEscape(r'\begin{aligned} k_b & = min(\frac{e}{3*d_0},\frac{p}{3*d_0}-0.25,\frac{f_{ub}}{f_u},1.0)\\' )) - kb_eqn.append(NoEscape(r'& = min(\frac{'+e+'}{3*'+d+r'},\frac{'+p+'}{3*'+d+r'}-0.25,\frac{'+fub+'}{'+fu+r'},1.0)\\')) - kb_eqn.append(NoEscape(r'& = min('+kb1+','+kb2+','+kb3+','+kb4+r')\\')) - kb_eqn.append(NoEscape(r'& = '+kb_1+r'\end{aligned}')) - - else: - kb_eqn.append(NoEscape(r'\begin{aligned} k_b & = min(\frac{e}{3*d_0},\frac{f_{ub}}{f_u},1.0)\\')) - kb_eqn.append(NoEscape(r'& = min(\frac{' + e + '}{3*' + d + r'},\frac{' + fub + '}{' + fu + r'},1.0)\\')) - kb_eqn.append(NoEscape(r'& = min(' + kb1 + ',' + kb3 + ',' + kb4 + r')\\')) - kb_eqn.append(NoEscape(r'& = ' + kb_2 + r'\end{aligned}')) - return kb_eqn - - -def depth_req(e, g, row, sec =None): - d = 2*e + (row-1)*g - depth = d - depth = str(depth) - e = str(e) - g = str(g) - row = str(row) - - depth_eqn = Math(inline=True) - if sec == "C": - depth_eqn.append(NoEscape(r'\begin{aligned} depth & = 2 * e + (rl -1) * g \\')) - depth_eqn.append(NoEscape(r'& = 2 * '+e+'+('+row+'-1)*'+g+r' \\')) - depth_eqn.append(NoEscape(r'& = ' + depth + r'\end{aligned}')) - elif sec == "column": - depth_eqn.append(NoEscape(r'\begin{aligned} depth & = 2 * e + (c_l -1) * g\\')) - depth_eqn.append(NoEscape(r'& = 2 * ' + e + '+(' + row + '-1)*' + g + r'\\')) - depth_eqn.append(NoEscape(r'& = ' + depth + r'\end{aligned}')) - elif sec =="beam": - depth_eqn.append(NoEscape(r'\begin{aligned} depth & = 2 * e + (r_l -1) * g\\')) - depth_eqn.append(NoEscape(r'& = 2 * ' + e + '+(' + row + '-1)*' + g + r'\\')) - depth_eqn.append(NoEscape(r'& = ' + depth + r'\end{aligned}')) - else: - depth_eqn.append(NoEscape(r'\begin{aligned} depth & = 2 * e + (r_l -1) * g\\')) - depth_eqn.append(NoEscape(r'& = 2 * ' + e + '+(' + row + '-1)*' + g + r'\\')) - depth_eqn.append(NoEscape(r'& = ' + depth + r'\end{aligned}')) - - return depth_eqn - - # slender = (float(K) * float(L)) / float(r) - # - # self.slenderness = round(slender, 2) - # - # - # doc.generate_pdf('report_functions', clean_tex=False) - - -# geometry_options = {"top": "2in", "bottom": "1in", "left": "0.6in", "right": "0.6in", "headsep": "0.8in"} -# doc = Document(geometry_options=geometry_options, indent=False) -# report_bolt_shear_check(doc) diff --git a/ResourceFiles/Database/update_sequences.sql b/ResourceFiles/Database/update_sequences.sql deleted file mode 100644 index 5d4cff0dc..000000000 --- a/ResourceFiles/Database/update_sequences.sql +++ /dev/null @@ -1,26 +0,0 @@ -/* PRAGMA foreign_keys=OFF; */ - -/* -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### -*/ - -BEGIN TRANSACTION; - -SELECT setval('public."Material_id_seq"', (select max("id") from public."Material"), true); -SELECT setval('public."Bolt_id_seq"', (select max("id") from public."Bolt"), true); -SELECT setval('public."Anchor_Bolt_id_seq"', (select max("id") from public."Anchor_Bolt"), true); -SELECT setval('public."Angle_Pitch_id_seq"', (select max("id") from public."Angle_Pitch"), true); -SELECT setval('public."Bolt_fy_fu_id_seq"', (select max("id") from public."Bolt_fy_fu"), true); -SELECT setval('public."UnequalAngle_id_seq"', (select max("id") from public."UnequalAngle"), true); -SELECT setval('public."EqualAngle_id_seq"', (select max("id") from public."EqualAngle"), true); -SELECT setval('public."Columns_id_seq"', (select max("id") from public."Columns"), true); -SELECT setval('public."Beams_id_seq"', (select max("id") from public."Beams"), true); -SELECT setval('public."Channels_id_seq"', (select max("id") from public."Channels"), true); -SELECT setval('public."SHS_id_seq"', (select max("id") from public."SHS"), true); -SELECT setval('public."RHS_id_seq"', (select max("id") from public."RHS"), true); -SELECT setval('public."CHS_id_seq"', (select max("id") from public."CHS"), true); -SELECT setval('public."Angles_id_seq"', (select max("id") from public."Angles"), true); - -END TRANSACTION; \ No newline at end of file diff --git a/ResourceFiles/design_example/_build/html/index.html b/ResourceFiles/design_example/_build/html/index.html deleted file mode 100644 index a48553cf1..000000000 --- a/ResourceFiles/design_example/_build/html/index.html +++ /dev/null @@ -1,475 +0,0 @@ - - - - - - - - - - - - - - - -
- - - - - - - - Welcome to Osdag help! ā€” Main Home | Help_Design_Examples 2017.06.0.2 documentation - - - - - - - - - - - - -
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Welcome to Osdag help!Ā¶

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Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Osdag team at IIT Bombay.

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This beta version of Osdag contains four shear connection modules.

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The example OSI files can be loaded using the File -> Load input option of the appropriate connection module.

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Osdag Homepage.Ā¶

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1. ConnectionsĀ¶

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1.1. Shear ConnectionĀ¶

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1.1.1. Fin Plate ConnectionĀ¶

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1.1.1.1 Column Flange-Beam Web (CFBW) connectivity

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Sample problem 1

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Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of grade 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut.
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Download:

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DesignReport_1.1.1.1.1.pdf.

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Example_1.1.1.1.1.osi.

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Sample problem 2

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Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of grade 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.1.1.2.pdf.

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Example_1.1.1.1.2.osi.

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1.1.1.2. Column Web-Beam Web (CWBW) connectivity

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Sample problem 1

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Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut.
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Download:

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DesignReport_1.1.1.2.1.pdf.

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Example_1.1.1.2.1.osi.

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Sample problem 2

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Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of grade 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive.
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Download:

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DesignReport_1.1.1.2.2.pdf.

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Example_1.1.1.2.2.osi.

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1.1.1.3. Beam-Beam (BB) connectivity

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Sample problem 1

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Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of grade 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.1.3.1.pdf.

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Example_1.1.1.3.1.osi.

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Sample problem 2

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Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.1.3.2.pdf.

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Example_1.1.1.3.2.osi.

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1.1.2. End Plate ConnectionĀ¶

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1.1.2.1. Column Flange-Beam Web (CFBW) connectivity

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Sample problem 1

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Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of grade 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut.
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Download:

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DesignReport_1.1.2.1.1.pdf.

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Example_1.1.2.1.1.osi.

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Sample problem 2

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Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of grade 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.2.1.2.pdf.

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Example_1.1.2.1.2.osi.

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1.1.2.2. Column Web-Beam Web (CWBW) connectivity

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Sample problem 1

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Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut.
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Download:

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DesignReport_1.1.2.2.1.pdf.

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Example_1.1.2.2.1.osi.

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Sample problem 2

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Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of grade 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut.
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Download:

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DesignReport_1.1.2.2.2.pdf.

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Example_1.1.2.2.2.osi.

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1.1.2.3. Beam-Beam (BB) connectivity

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Sample problem 1

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Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of grade 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.2.3.1.pdf.

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Example_1.1.2.3.1.osi.

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Sample problem 2

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Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.
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Download:

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DesignReport_1.1.2.3.2.pdf.

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Example_1.1.2.3.2.osi.

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1.1.3. Cleat Angle ConnectionĀ¶

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1.1.3.1. Column Flange-Beam Web (CFBW) connectivity

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Sample problem 1

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Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut.
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Download:

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DesignReport_1.1.3.1.1.pdf.

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Example_1.1.3.1.1.osi.

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Sample problem 2

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Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of grade 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive.
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Download:

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DesignReport_1.1.3.1.2.pdf.

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Example_1.1.3.1.2.osi.

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1.1.3.2. Column Web-Beam Web (CWBW) connectivity
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Sample problem 1

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Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm.
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Download:

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DesignReport_1.1.3.2.1.pdf.

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Example_1.1.3.2.1.osi.

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Sample problem 2

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Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of grade 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive.
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Download:

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DesignReport_1.1.3.2.2.pdf.

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Example_1.1.3.2.2.osi.

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1.1.3.3. Beam-Beam (BB) connectivity

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Sample problem 1

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Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of grade 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut.
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Download:

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DesignReport_1.1.3.3.1.pdf.

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Example_1.1.3.3.1.osi.

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Sample problem 2

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Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm.
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Download:

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DesignReport_1.1.3.3.2.pdf.

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Example_1.1.3.3.2.osi.

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1.1.4. Seated Angle ConnectionĀ¶

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1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity

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Sample problem 1

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Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut.
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Download:

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DesignReport_1.1.4.1.1.pdf.

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Example_1.1.4.1.1.osi.

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Sample problem 2

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Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive.
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Download:

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DesignReport_1.1.4.1.2.pdf.

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Example_1.1.4.1.2.osi.

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1.1.4.2. Column Web-Beam Flange (CWBF) connectivity

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Sample problem 1

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Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as machine flame cut.
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Download:

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DesignReport_1.1.4.2.1.pdf.

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Example_1.1.4.2.1.osi.

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Sample problem 2

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Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm.
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Download:

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DesignReport_1.1.4.2.2.pdf.

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Example_1.1.4.2.2.osi.

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1.2. Moment ConnectionĀ¶

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1.2.1. Beam-BeamĀ¶

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1.2.1.1. Cover Plate ConnectionĀ¶

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1.2.1.1.1 Bolted connectivity

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Sample problem 1

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Design a bolted cover plate splice connection for beam MB 450 to transfer a factored external moment of 140 kNm, factored shear of 110 kN and factored axial force of 40 kN. Use M20 Friction grip bolts of grade 8.8. Try 20mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast.
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Download:

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DesignReport_1.2.1.1.1.1.pdf.

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Example_1.2.1.1.1.1.osi.

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Sample problem 2

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Design a bolted cover plate splice connection for beam NPB 350 x 250 x 79.2 to transfer a factored external moment and shear force of 225 kNm ad 55 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, edge as machine-flame cut, slip factor as 0.33 and gap between the beams as 3mm.
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Download:

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DesignReport_1.2.1.1.1.2.pdf.

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Example_1.2.1.1.1.2.osi.

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1.2.1.2. End Plate ConnectionĀ¶

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1.2.1.2.1 Extended Both Ways

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Sample problem 1

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Design a bolted extended (both way) end plate spliced connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 100 kNm and 40 kN. Use M20 bearing bolts of grade 9.8. Try an end plate 20 mm thick and weld of sizes 8 mm and 6 mm at flange and web, respectively. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut.
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Download:

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DesignReport_1.2.1.2.1.1.pdf.

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Example_1.2.1.2.1.1.osi.

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Sample problem 2

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Design a bolted extended (both way) end plate spliced connection for a beam MB 450, for transferring a factored reversible moment, shear force and axial force of 170 kNm, 100 kN and 40 kN, respectively. Use M20 friction grip bolts of grade 8.8. Try an end plate 12 mm thick. The size of weld at flange and web is 6 mm and 8 mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.3. The type of weld is shop weld and the edge type is sheared or hand flame cut.
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Download:

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DesignReport_1.2.1.2.1.2.pdf.

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Example_1.2.1.2.1.2.osi.

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1.3. Truss ConnectionĀ¶

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Comments, questions, suggestions? See the Feedback. page to contact Osdag. Copyright Ā© 2017 Osdag. All rights reserved.

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Indices and tablesĀ¶

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Nginx Indexer
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- - \ No newline at end of file diff --git a/ResourceFiles/html_page/Makefile b/ResourceFiles/html_page/Makefile deleted file mode 100644 index ef959e038..000000000 --- a/ResourceFiles/html_page/Makefile +++ /dev/null @@ -1,20 +0,0 @@ -# Minimal makefile for Sphinx documentation -# - -# You can set these variables from the command line. -SPHINXOPTS = -SPHINXBUILD = sphinx-build -SPHINXPROJ = Osdag_design_examples -SOURCEDIR = . -BUILDDIR = _build - -# Put it first so that "make" without argument is like "make help". -help: - @$(SPHINXBUILD) -M help "$(SOURCEDIR)" "$(BUILDDIR)" $(SPHINXOPTS) $(O) - -.PHONY: help Makefile - -# Catch-all target: route all unknown targets to Sphinx using the new -# "make mode" option. $(O) is meant as a shortcut for $(SPHINXOPTS). -%: Makefile - @$(SPHINXBUILD) -M $@ "$(SOURCEDIR)" "$(BUILDDIR)" $(SPHINXOPTS) $(O) \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/doctrees/environment.pickle b/ResourceFiles/html_page/_build/doctrees/environment.pickle deleted file mode 100644 index 561078621..000000000 Binary files a/ResourceFiles/html_page/_build/doctrees/environment.pickle and /dev/null differ diff --git a/ResourceFiles/html_page/_build/doctrees/index.doctree b/ResourceFiles/html_page/_build/doctrees/index.doctree deleted file mode 100644 index da8d98146..000000000 Binary files a/ResourceFiles/html_page/_build/doctrees/index.doctree and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/.buildinfo b/ResourceFiles/html_page/_build/html/.buildinfo deleted file mode 100644 index 315aac292..000000000 --- a/ResourceFiles/html_page/_build/html/.buildinfo +++ /dev/null @@ -1,4 +0,0 @@ -# Sphinx build info version 1 -# This file hashes the configuration used when building these files. When it is not found, a full rebuild will be done. -config: 09d45b43c56f94a68e06194a4538f6ed -tags: 645f666f9bcd5a90fca523b33c5a78b7 diff --git a/ResourceFiles/html_page/_build/html/DesignReport_1.2.1.1.1.osi b/ResourceFiles/html_page/_build/html/DesignReport_1.2.1.1.1.osi deleted file mode 100644 index 189c95935..000000000 --- a/ResourceFiles/html_page/_build/html/DesignReport_1.2.1.1.1.osi +++ /dev/null @@ -1,68 +0,0 @@ -Bolt.Bolt_Hole_Type: Standard -Bolt.Diameter: -- '12' -- '16' -- '20' -- '24' -- '30' -- '36' -- '39' -- 08 -- '10' -- '14' -- '18' -- '22' -- '27' -- '33' -Bolt.Grade: -- '3.6' -- '4.6' -- '4.8' -- '5.6' -- '5.8' -- '6.8' -- '8.8' -- '9.8' -- '10.9' -- '12.9' -Bolt.Material_Grade_OverWrite: '410' -Bolt.Slip_Factor: '0.3' -Bolt.TensionType: Pretensioned -Bolt.Type: Bearing Bolt -Connector.Flange_Plate.Preferences: Outside + Inside -Connector.Flange_Plate.Thickness_list: &id001 -- '6' -- '8' -- '10' -- '12' -- '14' -- '16' -- '18' -- '20' -- '22' -- '24' -- '25' -- '26' -- '28' -- '30' -- '32' -- '36' -- '40' -- '45' -- '50' -- '56' -- '63' -- '80' -Connector.Material: E 250 (Fe 410 W)A -Connector.Web_Plate.Thickness_List: *id001 -Design.Design_Method: Limit State Design -Detailing.Corrosive_Influences: 'No' -Detailing.Edge_type: Sheared or hand flame cut -Detailing.Gap: '10' -Load.Axial: '100' -Load.Moment: '25' -Load.Shear: '50' -Material: E 250 (Fe 410 W)A -Member.Designation: WPB 200 X 200 X 34.65 -Member.Material: E 250 (Fe 410 W)A -Module: Beam Coverplate Connection diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.1.1.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.1.1.1.osi deleted file mode 100644 index e92a1a926..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.1.1.1.osi +++ /dev/null @@ -1,43 +0,0 @@ -Bolt.Bolt_Hole_Type: Standard -Bolt.Diameter: -- '12' -- '16' -- '20' -- '24' -- '30' -Bolt.Grade: -- '4.6' -- '4.8' -- '5.6' -- '6.8' -- '8.8' -Bolt.Slip_Factor: '0.3' -Bolt.TensionType: Pre-tensioned -Bolt.Type: Friction Grip Bolt -Connectivity: Column Flange-Beam Web -Connector.Material: E 350 (Fe 490) -Connector.Plate.Thickness_List: -- '10' -- '12' -- '16' -- '18' -- '20' -Design.Design_Method: Limit State Design -Detailing.Corrosive_Influences: 'No' -Detailing.Edge_type: Rolled, machine-flame cut, sawn and planed -Detailing.Gap: '15' -Load.Axial: '50' -Load.Shear: '180' -Material: E 250 (Fe 410 W)A -Member.Supported_Section.Designation: MB 350 -Member.Supported_Section.Material: E 250 (Fe 410 W)A -Member.Supporting_Section.Designation: HB 450 -Member.Supporting_Section.Material: E 250 (Fe 410 W)A -Module: Fin Plate Connection -Weld.Fab: Shop Weld -Weld.Material_Grade_OverWrite: '410' -out_titles_status: -- 1 -- 1 -- 1 -- 1 diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.1.1.2.osi b/ResourceFiles/html_page/_build/html/Example_1.1.1.1.2.osi deleted file mode 100644 index a80a46878..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.1.1.2.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "150"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "12"}, "Weld": {"Size (mm)": "8"}, "detailing": {"typeof_edge": "b - Rolled, machine-flame cut, sawn and planed", "is_env_corrosive": "No", "min_edgend_dist": 1.5, "gap": 10.0}, "Member": {"ColumSection": "SC 200", "fu (MPa)": "410", "BeamSection": "MB 350", "fy (MPa)": "250", "Connectivity": "Column flange-Beam web"}, "Connection": "Finplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "4.6", "Diameter (mm)": "20", "Type": "Bearing Bolt"}, "weld": {"typeof_weld": "Shop weld", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.3, "bolt_fu": 400, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.1.2.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.1.2.1.osi deleted file mode 100644 index 236b388f3..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.1.2.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "120"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "8"}, "Weld": {"Size (mm)": "8"}, "detailing": {"typeof_edge": "a - Sheared or hand flame cut", "is_env_corrosive": "No", "min_edgend_dist": 1.7, "gap": 10.0}, "Member": {"ColumSection": "PBP 300X180", "fu (MPa)": "410", "BeamSection": "UB 356 x 171 x 45", "fy (MPa)": "250", "Connectivity": "Column web-Beam web"}, "Connection": "Finplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "8.8", "Diameter (mm)": "16", "Type": "Friction Grip Bolt"}, "weld": {"typeof_weld": "Field weld", "fu_overwrite": "410", "safety_factor": 1.5}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.25, "bolt_fu": 800, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.1.2.2.osi b/ResourceFiles/html_page/_build/html/Example_1.1.1.2.2.osi deleted file mode 100644 index c5d830d7b..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.1.2.2.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "135"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "10"}, "Weld": {"Size (mm)": "8"}, "detailing": {"typeof_edge": "a - Sheared or hand flame cut", "is_env_corrosive": "Yes", "min_edgend_dist": 1.7, "gap": 10.0}, "Member": {"ColumSection": "SC 250", "fu (MPa)": "410", "BeamSection": "LB 300", "fy (MPa)": "250", "Connectivity": "Column web-Beam web"}, "Connection": "Finplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "4.8", "Diameter (mm)": "24", "Type": "Bearing Bolt"}, "weld": {"typeof_weld": "Shop weld", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.25, "bolt_fu": 420, "bolt_hole_type": "Standard"}} diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.1.3.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.1.3.1.osi deleted file mode 100644 index 00bbb4736..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.1.3.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "110"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "10"}, "Weld": {"Size (mm)": "8"}, "detailing": {"typeof_edge": "b - 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Rolled, machine-flame cut, sawn and planed", "is_env_corrosive": "No", "min_edgend_dist": 1.5, "gap": 10.0}, "Member": {"ColumSection": "WPB 450x300x99.7", "fu (MPa)": "410", "BeamSection": "UB 356 x 171 x 67", "fy (MPa)": "250", "Connectivity": "Beam-Beam"}, "Connection": "Finplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "10.9", "Diameter (mm)": "24", "Type": "Friction Grip Bolt"}, "weld": {"typeof_weld": "Shop weld", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.48, "bolt_fu": 1040, "bolt_hole_type": "Standard"}} diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.2.1.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.2.1.1.osi deleted file mode 100644 index 4f2a0cb4a..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.2.1.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "140"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "10"}, "Weld": {"Size (mm)": "6"}, "detailing": {"typeof_edge": "a - Sheared or hand flame cut", "is_env_corrosive": "No", "min_edgend_dist": 1.7, "gap": 0.0}, "Member": {"ColumSection": "SC 250", "fu (MPa)": "410", "BeamSection": "MB 350", "fy (MPa)": "250", "Connectivity": "Column flange-Beam web"}, "Connection": "Endplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "3.6", "Diameter (mm)": "20", "Type": "Bearing Bolt"}, "weld": {"typeof_weld": "Shop weld", "weld_fu": "410", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.3, "bolt_fu": 330, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.2.1.2.osi b/ResourceFiles/html_page/_build/html/Example_1.1.2.1.2.osi deleted file mode 100644 index 2b998a1ae..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.2.1.2.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "195"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "12"}, "Weld": {"Size (mm)": "10"}, "detailing": {"typeof_edge": "b - 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Sheared or hand flame cut", "is_env_corrosive": "No", "min_edgend_dist": 1.7, "gap": 0.0}, "Member": {"ColumSection": "PBP 300X180", "fu (MPa)": "410", "BeamSection": "UB 356 x 171 x 45", "fy (MPa)": "250", "Connectivity": "Column web-Beam web"}, "Connection": "Endplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "10.9", "Diameter (mm)": "16", "Type": "Friction Grip Bolt"}, "weld": {"typeof_weld": "Field weld", "weld_fu": "410", "fu_overwrite": "410", "safety_factor": 1.5}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.25, "bolt_fu": 1040, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.2.2.2.osi b/ResourceFiles/html_page/_build/html/Example_1.1.2.2.2.osi deleted file mode 100644 index b136a7355..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.2.2.2.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "135"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "10"}, "Weld": {"Size (mm)": "10"}, "detailing": {"typeof_edge": "a - Sheared or hand flame cut", "is_env_corrosive": "No", "min_edgend_dist": 1.7, "gap": 0.0}, "Member": {"ColumSection": "SC 250", "fu (MPa)": "410", "BeamSection": "LB 300", "fy (MPa)": "250", "Connectivity": "Column web-Beam web"}, "Connection": "Endplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "4.8", "Diameter (mm)": "12", "Type": "Bearing Bolt"}, "weld": {"typeof_weld": "Shop weld", "weld_fu": "410", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 1, "slip_factor": 0.3, "bolt_fu": 420, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.2.3.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.2.3.1.osi deleted file mode 100644 index 16a625d5f..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.2.3.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "160"}, "Plate": {"Width (mm)": "", "Height (mm)": "", "Thickness (mm)": "16"}, "Weld": {"Size (mm)": "8"}, "detailing": {"typeof_edge": "b - 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Rolled, machine-flame cut, sawn and planed", "is_env_corrosive": "No", "min_edgend_dist": 1.5, "gap": 0.0}, "Member": {"ColumSection": "WPB 450x300x99.7", "fu (MPa)": "410", "BeamSection": "UB 356 x 171 x 67", "fy (MPa)": "250", "Connectivity": "Beam-Beam"}, "Connection": "Endplate", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "10.9", "Diameter (mm)": "24", "Type": "Friction Grip Bolt"}, "weld": {"typeof_weld": "Shop weld", "weld_fu": "410", "fu_overwrite": "410", "safety_factor": 1.25}, "bolt": {"bolt_hole_clrnce": 2, "slip_factor": 0.48, "bolt_fu": 1040, "bolt_hole_type": "Standard"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.3.1.1.osi b/ResourceFiles/html_page/_build/html/Example_1.1.3.1.1.osi deleted file mode 100644 index cfa381e4c..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.3.1.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "140"}, "weld": {"typeof_weld": "Shop weld", "safety_factor": 1.25}, "detailing": {"typeof_edge": "a - 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Rolled, machine-flame cut, sawn and planed", "is_env_corrosive": "No", "min_edgend_dist": 1.5, "gap": 10.0}, "Member": {"fu (MPa)": "410", "Connectivity": "Column web-Beam flange", "ColumnSection": "PBP 300X180", "BeamSection": "NPB 250x150x39.8", "fy (MPa)": "250"}, "Connection": "SeatedAngle", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "5.8", "Diameter (mm)": "16", "Type": "Bearing Bolt"}, "bolt": {"slip_factor": 0.3, "bolt_fu": 800, "bolt_hole_type": "Standard"}} diff --git a/ResourceFiles/html_page/_build/html/Example_1.1.4.2.2.osi b/ResourceFiles/html_page/_build/html/Example_1.1.4.2.2.osi deleted file mode 100644 index 261985d8b..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.1.4.2.2.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"ShearForce (kN)": "140"}, "Angle": {"TopAngleSection": "90 90 x 10", "AngleSection": "150 150 X 15"}, "detailing": {"typeof_edge": "b - Rolled, machine-flame cut, sawn and planed", "is_env_corrosive": "No", "min_edgend_dist": 1.5, "gap": 5.0}, "Member": {"fu (MPa)": "410", "Connectivity": "Column web-Beam flange", "ColumnSection": "HB 200", "BeamSection": "WPB 140x140x24.7", "fy (MPa)": "250"}, "Connection": "SeatedAngle", "design": {"design_method": "Limit State Design"}, "Bolt": {"Grade": "5.8", "Diameter (mm)": "12", "Type": "Bearing Bolt"}, "bolt": {"slip_factor": 0.3, "bolt_fu": 800, "bolt_hole_type": "Over-sized"}} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/Example_1.2.1.1.1.1.osi b/ResourceFiles/html_page/_build/html/Example_1.2.1.1.1.1.osi deleted file mode 100644 index cc4d908c9..000000000 --- a/ResourceFiles/html_page/_build/html/Example_1.2.1.1.1.1.osi +++ /dev/null @@ -1 +0,0 @@ -{"Load": {"Moment (kNm)": "175", "ShearForce (kN)": "115", "AxialForce": "100"}, "weld": {"typeof_weld": "Shop weld", "fu_overwrite": "410", "safety_factor": 1.25}, "detailing": {"typeof_edge": "a - 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-webkit-box-shadow: none; - box-shadow: none; -} - -table.footnote { - margin: 15px 0; - width: 100%; - border: 1px solid #EEE; - background: #FDFDFD; - font-size: 0.9em; -} - -table.footnote + table.footnote { - margin-top: -15px; - border-top: none; -} - -table.field-list th { - padding: 0 0.8em 0 0; -} - -table.field-list td { - padding: 0; -} - -table.field-list p { - margin-bottom: 0.8em; -} - -/* Cloned from - * https://github.com/sphinx-doc/sphinx/commit/ef60dbfce09286b20b7385333d63a60321784e68 - */ -.field-name { - -moz-hyphens: manual; - -ms-hyphens: manual; - -webkit-hyphens: manual; - hyphens: manual; -} - -table.footnote td.label { - width: .1px; - padding: 0.3em 0 0.3em 0.5em; -} - -table.footnote td { - padding: 0.3em 0.5em; -} - -dl { - margin: 0; - padding: 0; -} - -dl dd { - margin-left: 30px; -} - -blockquote { - margin: 0 0 0 30px; - padding: 0; -} - -ul, ol { - /* Matches the 30px from the narrow-screen "li > ul" selector below */ - margin: 10px 0 10px 30px; - padding: 0; -} - 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} - - div.document { - width: 100%; - - } - - div.documentwrapper { - margin-left: 0; - margin-top: 0; - margin-right: 0; - margin-bottom: 0; - } - - div.bodywrapper { - margin-top: 0; - margin-right: 0; - margin-bottom: 0; - margin-left: 0; - } - - ul { - margin-left: 0; - } - - li > ul { - /* Matches the 30px from the "ul, ol" selector above */ - margin-left: 30px; - } - - .document { - width: auto; - } - - .footer { - width: auto; - } - - .bodywrapper { - margin: 0; - } - - .footer { - width: auto; - } - - .github { - display: none; - } - - - -} - - - -@media screen and (max-width: 875px) { - - body { - margin: 0; - padding: 20px 30px; - } - - div.documentwrapper { - float: none; - background: #fff; - } - - div.sphinxsidebar { - display: block; - float: none; - width: 102.5%; - margin: 50px -30px -20px -30px; - padding: 10px 20px; - background: #333; - color: #FFF; - } - - div.sphinxsidebar h3, div.sphinxsidebar h4, div.sphinxsidebar p, - div.sphinxsidebar h3 a { - color: #fff; - } - - div.sphinxsidebar a { - color: #AAA; - } - - div.sphinxsidebar p.logo { - display: none; - } - - div.document { - width: 100%; - margin: 0; - } - - div.footer { - display: none; - } - - div.bodywrapper { - margin: 0; - } - - div.body { - min-height: 0; - padding: 0; - } - - .rtd_doc_footer { - display: none; - } - - .document { - width: auto; - } - - .footer { - width: auto; - } - - .footer { - width: auto; - } - - .github { - display: none; - } -} - - -/* misc. */ - -.revsys-inline { - display: none!important; -} - -/* Make nested-list/multi-paragraph items look better in Releases changelog - * pages. Without this, docutils' magical list fuckery causes inconsistent - * formatting between different release sub-lists. - */ -div#changelog > div.section > ul > li > p:only-child { - margin-bottom: 0; -} - -/* Hide fugly table cell borders in ..bibliography:: directive output */ -table.docutils.citation, table.docutils.citation td, table.docutils.citation th { - border: none; - /* Below needed in some edge cases; if not applied, bottom shadows appear */ - -moz-box-shadow: none; - -webkit-box-shadow: none; - box-shadow: none; -} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/_static/basic.css b/ResourceFiles/html_page/_build/html/_static/basic.css deleted file mode 100644 index 56f5efc61..000000000 --- a/ResourceFiles/html_page/_build/html/_static/basic.css +++ /dev/null @@ -1,835 +0,0 @@ -/* - * basic.css - * ~~~~~~~~~ - * - * Sphinx stylesheet -- basic theme. - * - * :copyright: Copyright 2007-2020 by the Sphinx team, see AUTHORS. - * :license: BSD, see LICENSE for details. - * - */ - -/* -- main layout ----------------------------------------------------------- */ - -div.clearer { - clear: both; 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- font-family: sans-serif; - font-size: 1em; -} - -div.sphinxsidebar #searchbox form.search { - overflow: hidden; -} - -div.sphinxsidebar #searchbox input[type="text"] { - float: left; - width: 80%; - padding: 0.25em; - box-sizing: border-box; -} - -div.sphinxsidebar #searchbox input[type="submit"] { - float: left; - width: 20%; - border-left: none; - padding: 0.25em; - box-sizing: border-box; -} - - -img { - border: 0; - max-width: 100%; -} - -/* -- search page ----------------------------------------------------------- */ - -ul.search { - margin: 10px 0 0 20px; - padding: 0; -} - -ul.search li { - padding: 5px 0 5px 20px; - background-image: url(file.png); - background-repeat: no-repeat; - background-position: 0 7px; -} - -ul.search li a { - font-weight: bold; -} - -ul.search li div.context { - color: #888; - margin: 2px 0 0 30px; - text-align: left; -} - -ul.keywordmatches li.goodmatch a { - font-weight: bold; -} - -/* -- index page ------------------------------------------------------------ */ - -table.contentstable { - width: 90%; - margin-left: auto; - margin-right: auto; -} - -table.contentstable p.biglink { - line-height: 150%; -} - -a.biglink { - font-size: 1.3em; -} - -span.linkdescr { - font-style: italic; - padding-top: 5px; - font-size: 90%; -} - -/* -- general index --------------------------------------------------------- */ - -table.indextable { - width: 100%; -} - -table.indextable td { - text-align: left; - vertical-align: top; -} - -table.indextable ul { - margin-top: 0; - margin-bottom: 0; - list-style-type: none; -} - -table.indextable > tbody > tr > td > ul { - padding-left: 0em; -} - -table.indextable tr.pcap { - height: 10px; -} - -table.indextable tr.cap { - margin-top: 10px; - background-color: #f2f2f2; -} - -img.toggler { - margin-right: 3px; - margin-top: 3px; - cursor: pointer; -} - -div.modindex-jumpbox { - border-top: 1px solid #ddd; - border-bottom: 1px solid #ddd; - margin: 1em 0 1em 0; - padding: 0.4em; -} - -div.genindex-jumpbox { - border-top: 1px solid #ddd; - border-bottom: 1px solid #ddd; - margin: 1em 0 1em 0; - padding: 0.4em; -} - -/* -- domain module index --------------------------------------------------- */ - -table.modindextable td { - padding: 2px; - border-collapse: collapse; -} - -/* -- general body styles --------------------------------------------------- */ - -div.body { - min-width: 450px; - max-width: 800px; -} - -div.body p, div.body dd, div.body li, div.body blockquote { - -moz-hyphens: auto; - -ms-hyphens: auto; - -webkit-hyphens: auto; - hyphens: auto; -} - -a.headerlink { - visibility: hidden; -} - -a.brackets:before, -span.brackets > a:before{ - content: "["; -} - -a.brackets:after, -span.brackets > a:after { - content: "]"; -} - -h1:hover > a.headerlink, -h2:hover > a.headerlink, -h3:hover > a.headerlink, -h4:hover > a.headerlink, -h5:hover > a.headerlink, -h6:hover > a.headerlink, -dt:hover > a.headerlink, -caption:hover > a.headerlink, -p.caption:hover > a.headerlink, -div.code-block-caption:hover > a.headerlink { - visibility: visible; -} - -div.body p.caption { - text-align: inherit; -} - -div.body td { - text-align: left; -} - -.first { - margin-top: 0 !important; -} - -p.rubric { - margin-top: 30px; - font-weight: bold; -} - -img.align-left, .figure.align-left, object.align-left { - clear: left; - float: left; - margin-right: 1em; -} - -img.align-right, .figure.align-right, object.align-right { - clear: right; - float: right; - margin-left: 1em; -} - -img.align-center, .figure.align-center, object.align-center { - display: block; - margin-left: auto; - margin-right: auto; -} - -img.align-default, .figure.align-default { - display: block; - margin-left: auto; - margin-right: auto; -} - -.align-left { - text-align: left; -} - -.align-center { - text-align: center; -} - -.align-default { - text-align: center; -} - -.align-right { - text-align: right; -} - -/* -- sidebars -------------------------------------------------------------- */ - -div.sidebar { - margin: 0 0 0.5em 1em; - border: 1px solid #ddb; - padding: 7px; - background-color: #ffe; - width: 40%; - float: right; - clear: right; - overflow-x: auto; -} - -p.sidebar-title { - font-weight: bold; -} - -div.admonition, div.topic, pre, div[class|="highlight"] { - clear: both; -} - -/* -- topics ---------------------------------------------------------------- */ - -div.topic { - border: 1px solid #ccc; - padding: 7px; - margin: 10px 0 10px 0; - overflow-x: auto; -} - -p.topic-title { - font-size: 1.1em; - font-weight: bold; - margin-top: 10px; -} - -/* -- admonitions ----------------------------------------------------------- */ - -div.admonition { - margin-top: 10px; - margin-bottom: 10px; - padding: 7px; - overflow-x: auto; -} - -div.admonition dt { - font-weight: bold; -} - -p.admonition-title { - margin: 0px 10px 5px 0px; - font-weight: bold; -} - -div.body p.centered { - text-align: center; - margin-top: 25px; -} - -/* -- content of sidebars/topics/admonitions -------------------------------- */ - -div.sidebar > :last-child, -div.topic > :last-child, -div.admonition > :last-child { - margin-bottom: 0; -} - -/* -- tables ---------------------------------------------------------------- */ - -table.docutils { - margin-top: 10px; - margin-bottom: 10px; - border: 0; - border-collapse: collapse; -} - -table.align-center { - margin-left: auto; - margin-right: auto; -} - -table.align-default { - margin-left: auto; - margin-right: auto; -} - -table caption span.caption-number { - font-style: italic; -} - -table caption span.caption-text { -} - -table.docutils td, table.docutils th { - padding: 1px 8px 1px 5px; - border-top: 0; - border-left: 0; - border-right: 0; - border-bottom: 1px solid #aaa; -} - -table.footnote td, table.footnote th { - border: 0 !important; -} - -th { - text-align: left; - padding-right: 5px; -} - -table.citation { - border-left: solid 1px gray; - margin-left: 1px; -} - -table.citation td { - border-bottom: none; -} - -th > :first-child, -td > :first-child { - margin-top: 0px; -} - -th > :last-child, -td > :last-child { - margin-bottom: 0px; -} - -/* -- figures --------------------------------------------------------------- */ - -div.figure { - margin: 0.5em; - padding: 0.5em; -} - -div.figure p.caption { - padding: 0.3em; -} - -div.figure p.caption span.caption-number { - font-style: italic; -} - -div.figure p.caption span.caption-text { -} - -/* -- field list styles ----------------------------------------------------- */ - -table.field-list td, table.field-list th { - border: 0 !important; -} - -.field-list ul { - margin: 0; - padding-left: 1em; -} - -.field-list p { - margin: 0; -} - -.field-name { - -moz-hyphens: manual; - -ms-hyphens: manual; - -webkit-hyphens: manual; - hyphens: manual; -} - -/* -- hlist styles ---------------------------------------------------------- */ - -table.hlist { - margin: 1em 0; -} - -table.hlist td { - vertical-align: top; -} - - -/* -- other body styles ----------------------------------------------------- */ - -ol.arabic { - list-style: decimal; -} - -ol.loweralpha { - list-style: lower-alpha; -} - -ol.upperalpha { - list-style: upper-alpha; -} - -ol.lowerroman { - list-style: lower-roman; -} - -ol.upperroman { - list-style: upper-roman; -} - -ol > li:first-child > :first-child, -ul > li:first-child > :first-child { - margin-top: 0px; -} - -ol ol > li:first-child > :first-child, -ol ul > li:first-child > :first-child, -ul ol > li:first-child > :first-child, -ul ul > li:first-child > :first-child { - margin-top: revert; -} - -ol > li:last-child > :last-child, -ul > li:last-child > :last-child { - margin-bottom: 0px; -} - -ol ol > li:last-child > :last-child, -ol ul > li:last-child > :last-child, -ul ol > li:last-child > :last-child, -ul ul > li:last-child > :last-child { - margin-bottom: revert; -} - -dl.footnote > dt, -dl.citation > dt { - float: left; - margin-right: 0.5em; -} - -dl.footnote > dd, -dl.citation > dd { - margin-bottom: 0em; -} - -dl.footnote > dd:after, -dl.citation > dd:after { - content: ""; - clear: both; -} - -dl.field-list { - display: grid; - grid-template-columns: fit-content(30%) auto; -} - -dl.field-list > dt { - font-weight: bold; - word-break: break-word; - padding-left: 0.5em; - padding-right: 5px; -} - -dl.field-list > dt:after { - content: ":"; -} - -dl.field-list > dd { - padding-left: 0.5em; - margin-top: 0em; - margin-left: 0em; - margin-bottom: 0em; -} - -dl { - margin-bottom: 15px; -} - -dd > :first-child { - margin-top: 0px; -} - -dd ul, dd table { - margin-bottom: 10px; -} - -dd { - margin-top: 3px; - margin-bottom: 10px; - margin-left: 30px; -} - -dl > dd:last-child, -dl > dd:last-child > :last-child { - margin-bottom: 0; -} - -dt:target, span.highlighted { - background-color: #fbe54e; -} - -rect.highlighted { - fill: #fbe54e; -} - -dl.glossary dt { - font-weight: bold; - font-size: 1.1em; -} - -.optional { - font-size: 1.3em; -} - -.sig-paren { - font-size: larger; -} - -.versionmodified { - font-style: italic; -} - -.system-message { - background-color: #fda; - padding: 5px; - border: 3px solid red; -} - -.footnote:target { - background-color: #ffa; -} - -.line-block { - display: block; - margin-top: 1em; - margin-bottom: 1em; -} - -.line-block .line-block { - margin-top: 0; - margin-bottom: 0; - margin-left: 1.5em; -} - -.guilabel, .menuselection { - font-family: sans-serif; -} - -.accelerator { - text-decoration: underline; -} - -.classifier { - font-style: oblique; -} - -.classifier:before { - font-style: normal; - margin: 0.5em; - content: ":"; -} - -abbr, acronym { - border-bottom: dotted 1px; - cursor: help; -} - -/* -- code displays --------------------------------------------------------- */ - -pre { - overflow: auto; - overflow-y: hidden; /* fixes display issues on Chrome browsers */ -} - -span.pre { - -moz-hyphens: none; - -ms-hyphens: none; - -webkit-hyphens: none; - hyphens: none; -} - -div[class^="highlight-"] { - margin: 1em 0; -} - -td.linenos pre { - border: 0; - background-color: transparent; - color: #aaa; -} - -table.highlighttable { - display: block; -} - -table.highlighttable tbody { - display: block; -} - -table.highlighttable tr { - display: flex; -} - -table.highlighttable td { - margin: 0; - padding: 0; -} - -table.highlighttable td.linenos { - padding-right: 0.5em; -} - -table.highlighttable td.code { - flex: 1; - overflow: hidden; -} - -.highlight .hll { - display: block; -} - -div.highlight pre, -table.highlighttable pre { - margin: 0; -} - -div.code-block-caption + div { - margin-top: 0; -} - -div.code-block-caption { - margin-top: 1em; - padding: 2px 5px; - font-size: small; -} - -div.code-block-caption code { - background-color: transparent; -} - -table.highlighttable td.linenos, -div.doctest > div.highlight span.gp { /* gp: Generic.Prompt */ - user-select: none; -} - -div.code-block-caption span.caption-number { - padding: 0.1em 0.3em; - font-style: italic; -} - -div.code-block-caption span.caption-text { -} - -div.literal-block-wrapper { - margin: 1em 0; -} - -code.descname { - background-color: transparent; - font-weight: bold; - font-size: 1.2em; -} - -code.descclassname { - background-color: transparent; -} - -code.xref, a code { - background-color: transparent; - font-weight: bold; -} - -h1 code, h2 code, h3 code, h4 code, h5 code, h6 code { - background-color: transparent; -} - -.viewcode-link { - float: right; -} - -.viewcode-back { - float: right; - font-family: sans-serif; -} - -div.viewcode-block:target { - margin: -1px -10px; - padding: 0 10px; -} - -/* -- math display ---------------------------------------------------------- */ - -img.math { - vertical-align: middle; -} - -div.body div.math p { - text-align: center; -} - -span.eqno { - float: right; -} - -span.eqno a.headerlink { - position: absolute; - z-index: 1; -} - -div.math:hover a.headerlink { - visibility: visible; -} - -/* -- printout stylesheet --------------------------------------------------- */ - -@media print { - div.document, - div.documentwrapper, - div.bodywrapper { - margin: 0 !important; - width: 100%; - } - - div.sphinxsidebar, - div.related, - div.footer, - #top-link { - display: none; - } -} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/_static/classic.css b/ResourceFiles/html_page/_build/html/_static/classic.css deleted file mode 100644 index 0ac8a0889..000000000 --- a/ResourceFiles/html_page/_build/html/_static/classic.css +++ /dev/null @@ -1,266 +0,0 @@ -/* - * classic.css_t - * ~~~~~~~~~~~~~ - * - * Sphinx stylesheet -- classic theme. - * - * :copyright: Copyright 2007-2020 by the Sphinx team, see AUTHORS. - * :license: BSD, see LICENSE for details. - * - */ - -@import url("basic.css"); - -/* -- page layout ----------------------------------------------------------- */ - -html { - /* CSS hack for macOS's scrollbar (see #1125) */ - background-color: #FFFFFF; -} - -body { - font-family: sans-serif; - font-size: 100%; - background-color: #11303d; - color: #000; - margin: 0; - padding: 0; -} - -div.document { - background-color: YellowGreen ; -} - -div.documentwrapper { - float: left; - width: 100%; -} - -div.bodywrapper { - margin: 0 0 0 230px; -} - -div.body { - background-color: #ffffff; - color: #000000; - padding: 0 20px 30px 20px; -} - -div.footer { - color: #ffffff; - width: 100%; - padding: 9px 0 9px 0; - text-align: center; - font-size: 75%; -} - -div.footer a { - color: #ffffff; - text-decoration: underline; -} - -div.related { - background-color: YellowGreen; - line-height: 30px; - color: #ffffff; -} - -div.related a { - color: #ffffff; -} - -div.sphinxsidebar { -} - -div.sphinxsidebar h3 { - font-family: 'Trebuchet MS', sans-serif; - color: black; - font-size: 1.4em; - font-weight: normal; - margin: 0; - padding: 0; -} - -div.sphinxsidebar h3 a { - color: black; -} - -div.sphinxsidebar h4 { - font-family: 'Trebuchet MS', sans-serif; - color: black; - font-size: 1.3em; - font-weight: normal; - margin: 5px 0 0 0; - padding: 0; -} - -div.sphinxsidebar p { - color: black; -} - -div.sphinxsidebar p.topless { - margin: 5px 10px 10px 10px; -} - -div.sphinxsidebar ul { - margin: 10px; - padding: 0; - color: black; -} - -div.sphinxsidebar a { - color: black; -} - -div.sphinxsidebar input { - border: 1px solid black; - font-family: sans-serif; - font-size: 1em; -} - - - -/* -- hyperlink styles ------------------------------------------------------ */ - -a { - color: #355f7c; - text-decoration: none; -} - -a:visited { - color: #355f7c; - text-decoration: none; -} - -a:hover { - text-decoration: underline; -} - - - -/* -- body styles ----------------------------------------------------------- */ - -div.body h1, -div.body h2, -div.body h3, -div.body h4, -div.body h5, -div.body h6 { - font-family: 'Trebuchet MS', sans-serif; - background-color: #f2f2f2; - font-weight: normal; - color: #20435c; - border-bottom: 1px solid #ccc; - margin: 20px -20px 10px -20px; - padding: 3px 0 3px 10px; -} - -div.body h1 { margin-top: 0; font-size: 200%; } -div.body h2 { font-size: 160%; } -div.body h3 { font-size: 140%; } -div.body h4 { font-size: 120%; } -div.body h5 { font-size: 110%; } -div.body h6 { font-size: 100%; } - -a.headerlink { - color: #c60f0f; - font-size: 0.8em; - padding: 0 4px 0 4px; - text-decoration: none; -} - -a.headerlink:hover { - background-color: #c60f0f; - color: white; -} - -div.body p, div.body dd, div.body li, div.body blockquote { - text-align: justify; - line-height: 130%; -} - -div.admonition p.admonition-title + p { - display: inline; -} - -div.admonition p { - margin-bottom: 5px; -} - -div.admonition pre { - margin-bottom: 5px; -} - -div.admonition ul, div.admonition ol { - margin-bottom: 5px; -} - -div.note { - background-color: #eee; - border: 1px solid #ccc; -} - -div.seealso { - background-color: #ffc; - border: 1px solid #ff6; -} - -div.topic { - background-color: #eee; -} - -div.warning { - background-color: #ffe4e4; - border: 1px solid #f66; -} - -p.admonition-title { - display: inline; -} - -p.admonition-title:after { - content: ":"; -} - -pre { - padding: 5px; - background-color: unset; - color: unset; - line-height: 120%; - border: 1px solid #ac9; - border-left: none; - border-right: none; -} - -code { - background-color: #ecf0f3; - padding: 0 1px 0 1px; - font-size: 0.95em; -} - -th, dl.field-list > dt { - background-color: #ede; -} - -.warning code { - background: #efc2c2; -} - -.note code { - background: #d6d6d6; -} - -.viewcode-back { - font-family: sans-serif; -} - -div.viewcode-block:target { - background-color: #f4debf; - border-top: 1px solid #ac9; - border-bottom: 1px solid #ac9; -} - -div.code-block-caption { - color: #efefef; - background-color: #1c4e63; -} \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/_static/comment-bright.png b/ResourceFiles/html_page/_build/html/_static/comment-bright.png deleted file mode 100644 index 15e27edb1..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/comment-bright.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/comment-close.png b/ResourceFiles/html_page/_build/html/_static/comment-close.png deleted file mode 100644 index 4d91bcf57..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/comment-close.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/comment.png b/ResourceFiles/html_page/_build/html/_static/comment.png deleted file mode 100644 index dfbc0cbd5..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/comment.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/custom.css b/ResourceFiles/html_page/_build/html/_static/custom.css deleted file mode 100644 index 2a924f1d6..000000000 --- a/ResourceFiles/html_page/_build/html/_static/custom.css +++ /dev/null @@ -1 +0,0 @@ -/* This file intentionally left blank. */ diff --git a/ResourceFiles/html_page/_build/html/_static/doctools.js b/ResourceFiles/html_page/_build/html/_static/doctools.js deleted file mode 100644 index daccd209d..000000000 --- a/ResourceFiles/html_page/_build/html/_static/doctools.js +++ /dev/null @@ -1,315 +0,0 @@ -/* - * doctools.js - * ~~~~~~~~~~~ - * - * Sphinx JavaScript utilities for all documentation. - * - * :copyright: Copyright 2007-2020 by the Sphinx team, see AUTHORS. - * :license: BSD, see LICENSE for details. - * - */ - -/** - * select a different prefix for underscore - */ -$u = _.noConflict(); - -/** - * make the code below compatible with browsers without - * an installed firebug like debugger -if (!window.console || !console.firebug) { - var names = ["log", "debug", "info", "warn", "error", "assert", "dir", - "dirxml", "group", "groupEnd", "time", "timeEnd", "count", "trace", - "profile", "profileEnd"]; - window.console = {}; - for (var i = 0; i < names.length; ++i) - window.console[names[i]] = function() {}; -} - */ - -/** - * small helper function to urldecode strings - */ -jQuery.urldecode = function(x) { - return decodeURIComponent(x).replace(/\+/g, ' '); -}; - -/** - * small helper function to urlencode strings - */ -jQuery.urlencode = encodeURIComponent; - -/** - * This function returns the parsed url parameters of the - * current request. Multiple values per key are supported, - * it will always return arrays of strings for the value parts. - */ -jQuery.getQueryParameters = function(s) { - if (typeof s === 'undefined') - s = document.location.search; - var parts = s.substr(s.indexOf('?') + 1).split('&'); - var result = {}; - for (var i = 0; i < parts.length; i++) { - var tmp = parts[i].split('=', 2); - var key = jQuery.urldecode(tmp[0]); - var value = jQuery.urldecode(tmp[1]); - if (key in result) - result[key].push(value); - else - result[key] = [value]; - } - return result; -}; - -/** - * highlight a given string on a jquery object by wrapping it in - * span elements with the given class name. - */ -jQuery.fn.highlightText = function(text, className) { - function highlight(node, addItems) { - if (node.nodeType === 3) { - var val = node.nodeValue; - var pos = val.toLowerCase().indexOf(text); - if (pos >= 0 && - !jQuery(node.parentNode).hasClass(className) && - !jQuery(node.parentNode).hasClass("nohighlight")) { - var span; - var isInSVG = jQuery(node).closest("body, svg, foreignObject").is("svg"); - if (isInSVG) { - span = document.createElementNS("http://www.w3.org/2000/svg", "tspan"); - } else { - span = document.createElement("span"); - span.className = className; - } - span.appendChild(document.createTextNode(val.substr(pos, text.length))); - node.parentNode.insertBefore(span, node.parentNode.insertBefore( - document.createTextNode(val.substr(pos + text.length)), - node.nextSibling)); - node.nodeValue = val.substr(0, pos); - if (isInSVG) { - var rect = document.createElementNS("http://www.w3.org/2000/svg", "rect"); - var bbox = node.parentElement.getBBox(); - rect.x.baseVal.value = bbox.x; - rect.y.baseVal.value = bbox.y; - rect.width.baseVal.value = bbox.width; - rect.height.baseVal.value = bbox.height; - rect.setAttribute('class', className); - addItems.push({ - "parent": node.parentNode, - "target": rect}); - } - } - } - else if (!jQuery(node).is("button, select, textarea")) { - jQuery.each(node.childNodes, function() { - highlight(this, addItems); - }); - } - } - var addItems = []; - var result = this.each(function() { - highlight(this, addItems); - }); - for (var i = 0; i < addItems.length; ++i) { - jQuery(addItems[i].parent).before(addItems[i].target); - } - return result; -}; - -/* - * backward compatibility for jQuery.browser - * This will be supported until firefox bug is fixed. - */ -if (!jQuery.browser) { - jQuery.uaMatch = function(ua) { - ua = ua.toLowerCase(); - - var match = /(chrome)[ \/]([\w.]+)/.exec(ua) || - /(webkit)[ \/]([\w.]+)/.exec(ua) || - /(opera)(?:.*version|)[ \/]([\w.]+)/.exec(ua) || - /(msie) ([\w.]+)/.exec(ua) || - ua.indexOf("compatible") < 0 && /(mozilla)(?:.*? rv:([\w.]+)|)/.exec(ua) || - []; - - return { - browser: match[ 1 ] || "", - version: match[ 2 ] || "0" - }; - }; - jQuery.browser = {}; - jQuery.browser[jQuery.uaMatch(navigator.userAgent).browser] = true; -} - -/** - * Small JavaScript module for the documentation. - */ -var Documentation = { - - init : function() { - this.fixFirefoxAnchorBug(); - this.highlightSearchWords(); - this.initIndexTable(); - if (DOCUMENTATION_OPTIONS.NAVIGATION_WITH_KEYS) { - this.initOnKeyListeners(); - } - }, - - /** - * i18n support - */ - TRANSLATIONS : {}, - PLURAL_EXPR : function(n) { return n === 1 ? 0 : 1; }, - LOCALE : 'unknown', - - // gettext and ngettext don't access this so that the functions - // can safely bound to a different name (_ = Documentation.gettext) - gettext : function(string) { - var translated = Documentation.TRANSLATIONS[string]; - if (typeof translated === 'undefined') - return string; - return (typeof translated === 'string') ? translated : translated[0]; - }, - - ngettext : function(singular, plural, n) { - var translated = Documentation.TRANSLATIONS[singular]; - if (typeof translated === 'undefined') - return (n == 1) ? singular : plural; - return translated[Documentation.PLURALEXPR(n)]; - }, - - addTranslations : function(catalog) { - for (var key in catalog.messages) - this.TRANSLATIONS[key] = catalog.messages[key]; - this.PLURAL_EXPR = new Function('n', 'return +(' + catalog.plural_expr + ')'); - this.LOCALE = catalog.locale; - }, - - /** - * add context elements like header anchor links - */ - addContextElements : function() { - $('div[id] > :header:first').each(function() { - $('\u00B6'). - attr('href', '#' + this.id). - attr('title', _('Permalink to this headline')). - appendTo(this); - }); - $('dt[id]').each(function() { - $('\u00B6'). - attr('href', '#' + this.id). - attr('title', _('Permalink to this definition')). - appendTo(this); - }); - }, - - /** - * workaround a firefox stupidity - * see: https://bugzilla.mozilla.org/show_bug.cgi?id=645075 - */ - fixFirefoxAnchorBug : function() { - if (document.location.hash && $.browser.mozilla) - window.setTimeout(function() { - document.location.href += ''; - }, 10); - }, - - /** - * highlight the search words provided in the url in the text - */ - highlightSearchWords : function() { - var params = $.getQueryParameters(); - var terms = (params.highlight) ? params.highlight[0].split(/\s+/) : []; - if (terms.length) { - var body = $('div.body'); - if (!body.length) { - body = $('body'); - } - window.setTimeout(function() { - $.each(terms, function() { - body.highlightText(this.toLowerCase(), 'highlighted'); - }); - }, 10); - $('

' + _('Hide Search Matches') + '

') - .appendTo($('#searchbox')); - } - }, - - /** - * init the domain index toggle buttons - */ - initIndexTable : function() { - var togglers = $('img.toggler').click(function() { - var src = $(this).attr('src'); - var idnum = $(this).attr('id').substr(7); - $('tr.cg-' + idnum).toggle(); - if (src.substr(-9) === 'minus.png') - $(this).attr('src', src.substr(0, src.length-9) + 'plus.png'); - else - $(this).attr('src', src.substr(0, src.length-8) + 'minus.png'); - }).css('display', ''); - if (DOCUMENTATION_OPTIONS.COLLAPSE_INDEX) { - togglers.click(); - } - }, - - /** - * helper function to hide the search marks again - */ - hideSearchWords : function() { - $('#searchbox .highlight-link').fadeOut(300); - $('span.highlighted').removeClass('highlighted'); - }, - - /** - * make the url absolute - */ - makeURL : function(relativeURL) { - return DOCUMENTATION_OPTIONS.URL_ROOT + '/' + relativeURL; - }, - - /** - * get the current relative url - */ - getCurrentURL : function() { - var path = document.location.pathname; - var parts = path.split(/\//); - $.each(DOCUMENTATION_OPTIONS.URL_ROOT.split(/\//), function() { - if (this === '..') - parts.pop(); - }); - var url = parts.join('/'); - return path.substring(url.lastIndexOf('/') + 1, path.length - 1); - }, - - initOnKeyListeners: function() { - $(document).keydown(function(event) { - var activeElementType = document.activeElement.tagName; - // don't navigate when in search box or textarea - if (activeElementType !== 'TEXTAREA' && activeElementType !== 'INPUT' && activeElementType !== 'SELECT' - && !event.altKey && !event.ctrlKey && !event.metaKey && !event.shiftKey) { - switch (event.keyCode) { - case 37: // left - var prevHref = $('link[rel="prev"]').prop('href'); - if (prevHref) { - window.location.href = prevHref; - return false; - } - case 39: // right - var nextHref = $('link[rel="next"]').prop('href'); - if (nextHref) { - window.location.href = nextHref; - return false; - } - } - } - }); - } -}; - -// quick alias for translations -_ = Documentation.gettext; - -$(document).ready(function() { - Documentation.init(); -}); diff --git a/ResourceFiles/html_page/_build/html/_static/documentation_options.js b/ResourceFiles/html_page/_build/html/_static/documentation_options.js deleted file mode 100644 index 344db3bca..000000000 --- a/ResourceFiles/html_page/_build/html/_static/documentation_options.js +++ /dev/null @@ -1,12 +0,0 @@ -var DOCUMENTATION_OPTIONS = { - URL_ROOT: document.getElementById("documentation_options").getAttribute('data-url_root'), - VERSION: '2017.06.0.2', - LANGUAGE: 'None', - COLLAPSE_INDEX: false, - BUILDER: 'html', - FILE_SUFFIX: '.html', - LINK_SUFFIX: '.html', - HAS_SOURCE: true, - SOURCELINK_SUFFIX: '.txt', - NAVIGATION_WITH_KEYS: false -}; \ No newline at end of file diff --git a/ResourceFiles/html_page/_build/html/_static/down-pressed.png b/ResourceFiles/html_page/_build/html/_static/down-pressed.png deleted file mode 100644 index 5756c8cad..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/down-pressed.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/down.png b/ResourceFiles/html_page/_build/html/_static/down.png deleted file mode 100644 index 1b3bdad2c..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/down.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/file.png b/ResourceFiles/html_page/_build/html/_static/file.png deleted file mode 100644 index a858a410e..000000000 Binary files a/ResourceFiles/html_page/_build/html/_static/file.png and /dev/null differ diff --git a/ResourceFiles/html_page/_build/html/_static/jquery-3.2.1.js b/ResourceFiles/html_page/_build/html/_static/jquery-3.2.1.js deleted file mode 100644 index d2d8ca479..000000000 --- a/ResourceFiles/html_page/_build/html/_static/jquery-3.2.1.js +++ /dev/null @@ -1,10253 +0,0 @@ -/*! - * jQuery JavaScript Library v3.2.1 - * https://jquery.com/ - * - * Includes Sizzle.js - * https://sizzlejs.com/ - * - * Copyright JS Foundation and other contributors - * Released under the MIT license - * https://jquery.org/license - * - * Date: 2017-03-20T18:59Z - */ -( function( global, factory ) { - - "use strict"; - - if ( typeof module === "object" && typeof module.exports === "object" ) { - - // For CommonJS and CommonJS-like environments where a proper `window` - // is present, execute the factory and get jQuery. - // For environments that do not have a `window` with a `document` - // (such as Node.js), expose a factory as module.exports. - // This accentuates the need for the creation of a real `window`. - // e.g. var jQuery = require("jquery")(window); - // See ticket #14549 for more info. - module.exports = global.document ? - factory( global, true ) : - function( w ) { - if ( !w.document ) { - throw new Error( "jQuery requires a window with a document" ); - } - return factory( w ); - }; - } else { - factory( global ); - } - -// Pass this if window is not defined yet -} )( typeof window !== "undefined" ? window : this, function( window, noGlobal ) { - -// Edge <= 12 - 13+, Firefox <=18 - 45+, IE 10 - 11, Safari 5.1 - 9+, iOS 6 - 9.1 -// throw exceptions when non-strict code (e.g., ASP.NET 4.5) accesses strict mode -// arguments.callee.caller (trac-13335). But as of jQuery 3.0 (2016), strict mode should be common -// enough that all such attempts are guarded in a try block. -"use strict"; - -var arr = []; - -var document = window.document; - -var getProto = Object.getPrototypeOf; - -var slice = arr.slice; - -var concat = arr.concat; - -var push = arr.push; - -var indexOf = arr.indexOf; - -var class2type = {}; - -var toString = class2type.toString; - -var hasOwn = class2type.hasOwnProperty; - -var fnToString = hasOwn.toString; - -var ObjectFunctionString = fnToString.call( Object ); - -var support = {}; - - - - function DOMEval( code, doc ) { - doc = doc || document; - - var script = doc.createElement( "script" ); - - script.text = code; - doc.head.appendChild( script ).parentNode.removeChild( script ); - } -/* global Symbol */ -// Defining this global in .eslintrc.json would create a danger of using the global -// unguarded in another place, it seems safer to define global only for this module - - - -var - version = "3.2.1", - - // Define a local copy of jQuery - jQuery = function( selector, context ) { - - // The jQuery object is actually just the init constructor 'enhanced' - // Need init if jQuery is called (just allow error to be thrown if not included) - return new jQuery.fn.init( selector, context ); - }, - - // Support: Android <=4.0 only - // Make sure we trim BOM and NBSP - rtrim = /^[\s\uFEFF\xA0]+|[\s\uFEFF\xA0]+$/g, - - // Matches dashed string for camelizing - rmsPrefix = /^-ms-/, - rdashAlpha = /-([a-z])/g, - - // Used by jQuery.camelCase as callback to replace() - fcamelCase = function( all, letter ) { - return letter.toUpperCase(); - }; - -jQuery.fn = jQuery.prototype = { - - // The current version of jQuery being used - jquery: version, - - constructor: jQuery, - - // The default length of a jQuery object is 0 - length: 0, - - toArray: function() { - return slice.call( this ); - }, - - // Get the Nth element in the matched element set OR - // Get the whole matched element set as a clean array - get: function( num ) { - - // Return all the elements in a clean array - if ( num == null ) { - return slice.call( this ); - } - - // Return just the one element from the set - return num < 0 ? this[ num + this.length ] : this[ num ]; - }, - - // Take an array of elements and push it onto the stack - // (returning the new matched element set) - pushStack: function( elems ) { - - // Build a new jQuery matched element set - var ret = jQuery.merge( this.constructor(), elems ); - - // Add the old object onto the stack (as a reference) - ret.prevObject = this; - - // Return the newly-formed element set - return ret; - }, - - // Execute a callback for every element in the matched set. - each: function( callback ) { - return jQuery.each( this, callback ); - }, - - map: function( callback ) { - return this.pushStack( jQuery.map( this, function( elem, i ) { - return callback.call( elem, i, elem ); - } ) ); - }, - - slice: function() { - return this.pushStack( slice.apply( this, arguments ) ); - }, - - first: function() { - return this.eq( 0 ); - }, - - last: function() { - return this.eq( -1 ); - }, - - eq: function( i ) { - var len = this.length, - j = +i + ( i < 0 ? len : 0 ); - return this.pushStack( j >= 0 && j < len ? [ this[ j ] ] : [] ); - }, - - end: function() { - return this.prevObject || this.constructor(); - }, - - // For internal use only. - // Behaves like an Array's method, not like a jQuery method. - push: push, - sort: arr.sort, - splice: arr.splice -}; - -jQuery.extend = jQuery.fn.extend = function() { - var options, name, src, copy, copyIsArray, clone, - target = arguments[ 0 ] || {}, - i = 1, - length = arguments.length, - deep = false; - - // Handle a deep copy situation - if ( typeof target === "boolean" ) { - deep = target; - - // Skip the boolean and the target - target = arguments[ i ] || {}; - i++; - } - - // Handle case when target is a string or something (possible in deep copy) - if ( typeof target !== "object" && !jQuery.isFunction( target ) ) { - target = {}; - } - - // Extend jQuery itself if only one argument is passed - if ( i === length ) { - target = this; - i--; - } - - for ( ; i < length; i++ ) { - - // Only deal with non-null/undefined values - if ( ( options = arguments[ i ] ) != null ) { - - // Extend the base object - for ( name in options ) { - src = target[ name ]; - copy = options[ name ]; - - // Prevent never-ending loop - if ( target === copy ) { - continue; - } - - // Recurse if we're merging plain objects or arrays - if ( deep && copy && ( jQuery.isPlainObject( copy ) || - ( copyIsArray = Array.isArray( copy ) ) ) ) { - - if ( copyIsArray ) { - copyIsArray = false; - clone = src && Array.isArray( src ) ? src : []; - - } else { - clone = src && jQuery.isPlainObject( src ) ? src : {}; - } - - // Never move original objects, clone them - target[ name ] = jQuery.extend( deep, clone, copy ); - - // Don't bring in undefined values - } else if ( copy !== undefined ) { - target[ name ] = copy; - } - } - } - } - - // Return the modified object - return target; -}; - -jQuery.extend( { - - // Unique for each copy of jQuery on the page - expando: "jQuery" + ( version + Math.random() ).replace( /\D/g, "" ), - - // Assume jQuery is ready without the ready module - isReady: true, - - error: function( msg ) { - throw new Error( msg ); - }, - - noop: function() {}, - - isFunction: function( obj ) { - return jQuery.type( obj ) === "function"; - }, - - isWindow: function( obj ) { - return obj != null && obj === obj.window; - }, - - isNumeric: function( obj ) { - - // As of jQuery 3.0, isNumeric is limited to - // strings and numbers (primitives or objects) - // that can be coerced to finite numbers (gh-2662) - var type = jQuery.type( obj ); - return ( type === "number" || type === "string" ) && - - // parseFloat NaNs numeric-cast false positives ("") - // ...but misinterprets leading-number strings, particularly hex literals ("0x...") - // subtraction forces infinities to NaN - !isNaN( obj - parseFloat( obj ) ); - }, - - isPlainObject: function( obj ) { - var proto, Ctor; - - // Detect obvious negatives - // Use toString instead of jQuery.type to catch host objects - if ( !obj || toString.call( obj ) !== "[object Object]" ) { - return false; - } - - proto = getProto( obj ); - - // Objects with no prototype (e.g., `Object.create( null )`) are plain - if ( !proto ) { - return true; - } - - // Objects with prototype are plain iff they were constructed by a global Object function - Ctor = hasOwn.call( proto, "constructor" ) && proto.constructor; - return typeof Ctor === "function" && fnToString.call( Ctor ) === ObjectFunctionString; - }, - - isEmptyObject: function( obj ) { - - /* eslint-disable no-unused-vars */ - // See https://github.com/eslint/eslint/issues/6125 - var name; - - for ( name in obj ) { - return false; - } - return true; - }, - - type: function( obj ) { - if ( obj == null ) { - return obj + ""; - } - - // Support: Android <=2.3 only (functionish RegExp) - return typeof obj === "object" || typeof obj === "function" ? - class2type[ toString.call( obj ) ] || "object" : - typeof obj; - }, - - // Evaluates a script in a global context - globalEval: function( code ) { - DOMEval( code ); - }, - - // Convert dashed to camelCase; used by the css and data modules - // Support: IE <=9 - 11, Edge 12 - 13 - // Microsoft forgot to hump their vendor prefix (#9572) - camelCase: function( string ) { - return string.replace( rmsPrefix, "ms-" ).replace( rdashAlpha, fcamelCase ); - }, - - each: function( obj, callback ) { - var length, i = 0; - - if ( isArrayLike( obj ) ) { - length = obj.length; - for ( ; i < length; i++ ) { - if ( callback.call( obj[ i ], i, obj[ i ] ) === false ) { - break; - } - } - } else { - for ( i in obj ) { - if ( callback.call( obj[ i ], i, obj[ i ] ) === false ) { - break; - } - } - } - - return obj; - }, - - // Support: Android <=4.0 only - trim: function( text ) { - return text == null ? - "" : - ( text + "" ).replace( rtrim, "" ); - }, - - // results is for internal usage only - makeArray: function( arr, results ) { - var ret = results || []; - - if ( arr != null ) { - if ( isArrayLike( Object( arr ) ) ) { - jQuery.merge( ret, - typeof arr === "string" ? - [ arr ] : arr - ); - } else { - push.call( ret, arr ); - } - } - - return ret; - }, - - inArray: function( elem, arr, i ) { - return arr == null ? -1 : indexOf.call( arr, elem, i ); - }, - - // Support: Android <=4.0 only, PhantomJS 1 only - // push.apply(_, arraylike) throws on ancient WebKit - merge: function( first, second ) { - var len = +second.length, - j = 0, - i = first.length; - - for ( ; j < len; j++ ) { - first[ i++ ] = second[ j ]; - } - - first.length = i; - - return first; - }, - - grep: function( elems, callback, invert ) { - var callbackInverse, - matches = [], - i = 0, - length = elems.length, - callbackExpect = !invert; - - // Go through the array, only saving the items - // that pass the validator function - for ( ; i < length; i++ ) { - callbackInverse = !callback( elems[ i ], i ); - if ( callbackInverse !== callbackExpect ) { - matches.push( elems[ i ] ); - } - } - - return matches; - }, - - // arg is for internal usage only - map: function( elems, callback, arg ) { - var length, value, - i = 0, - ret = []; - - // Go through the array, translating each of the items to their new values - if ( isArrayLike( elems ) ) { - length = elems.length; - for ( ; i < length; i++ ) { - value = callback( elems[ i ], i, arg ); - - if ( value != null ) { - ret.push( value ); - } - } - - // Go through every key on the object, - } else { - for ( i in elems ) { - value = callback( elems[ i ], i, arg ); - - if ( value != null ) { - ret.push( value ); - } - } - } - - // Flatten any nested arrays - return concat.apply( [], ret ); - }, - - // A global GUID counter for objects - guid: 1, - - // Bind a function to a context, optionally partially applying any - // arguments. - proxy: function( fn, context ) { - var tmp, args, proxy; - - if ( typeof context === "string" ) { - tmp = fn[ context ]; - context = fn; - fn = tmp; - } - - // Quick check to determine if target is callable, in the spec - // this throws a TypeError, but we will just return undefined. - if ( !jQuery.isFunction( fn ) ) { - return undefined; - } - - // Simulated bind - args = slice.call( arguments, 2 ); - proxy = function() { - return fn.apply( context || this, args.concat( slice.call( arguments ) ) ); - }; - - // Set the guid of unique handler to the same of original handler, so it can be removed - proxy.guid = fn.guid = fn.guid || jQuery.guid++; - - return proxy; - }, - - now: Date.now, - - // jQuery.support is not used in Core but other projects attach their - // properties to it so it needs to exist. - support: support -} ); - -if ( typeof Symbol === "function" ) { - jQuery.fn[ Symbol.iterator ] = arr[ Symbol.iterator ]; -} - -// Populate the class2type map -jQuery.each( "Boolean Number String Function Array Date RegExp Object Error Symbol".split( " " ), -function( i, name ) { - class2type[ "[object " + name + "]" ] = name.toLowerCase(); -} ); - -function isArrayLike( obj ) { - - // Support: real iOS 8.2 only (not reproducible in simulator) - // `in` check used to prevent JIT error (gh-2145) - // hasOwn isn't used here due to false negatives - // regarding Nodelist length in IE - var length = !!obj && "length" in obj && obj.length, - type = jQuery.type( obj ); - - if ( type === "function" || jQuery.isWindow( obj ) ) { - return false; - } - - return type === "array" || length === 0 || - typeof length === "number" && length > 0 && ( length - 1 ) in obj; -} -var Sizzle = -/*! - * Sizzle CSS Selector Engine v2.3.3 - * https://sizzlejs.com/ - * - * Copyright jQuery Foundation and other contributors - * Released under the MIT license - * http://jquery.org/license - * - * Date: 2016-08-08 - */ -(function( window ) { - -var i, - support, - Expr, - getText, - isXML, - tokenize, - compile, - select, - outermostContext, - sortInput, - hasDuplicate, - - // Local document vars - setDocument, - document, - docElem, - documentIsHTML, - rbuggyQSA, - rbuggyMatches, - matches, - contains, - - // Instance-specific data - expando = "sizzle" + 1 * new Date(), - preferredDoc = window.document, - dirruns = 0, - done = 0, - classCache = createCache(), - tokenCache = createCache(), - compilerCache = createCache(), - sortOrder = function( a, b ) { - if ( a === b ) { - hasDuplicate = true; - } - return 0; - }, - - // Instance methods - hasOwn = ({}).hasOwnProperty, - arr = [], - pop = arr.pop, - push_native = arr.push, - push = arr.push, - slice = arr.slice, - // Use a stripped-down indexOf as it's faster than native - // https://jsperf.com/thor-indexof-vs-for/5 - indexOf = function( list, elem ) { - var i = 0, - len = list.length; - for ( ; i < len; i++ ) { - if ( list[i] === elem ) { - return i; - } - } - return -1; - }, - - booleans = "checked|selected|async|autofocus|autoplay|controls|defer|disabled|hidden|ismap|loop|multiple|open|readonly|required|scoped", - - // Regular expressions - - // http://www.w3.org/TR/css3-selectors/#whitespace - whitespace = "[\\x20\\t\\r\\n\\f]", - - // http://www.w3.org/TR/CSS21/syndata.html#value-def-identifier - identifier = "(?:\\\\.|[\\w-]|[^\0-\\xa0])+", - - // Attribute selectors: http://www.w3.org/TR/selectors/#attribute-selectors - attributes = "\\[" + whitespace + "*(" + identifier + ")(?:" + whitespace + - // Operator (capture 2) - "*([*^$|!~]?=)" + whitespace + - // "Attribute values must be CSS identifiers [capture 5] or strings [capture 3 or capture 4]" - "*(?:'((?:\\\\.|[^\\\\'])*)'|\"((?:\\\\.|[^\\\\\"])*)\"|(" + identifier + "))|)" + whitespace + - "*\\]", - - pseudos = ":(" + identifier + ")(?:\\((" + - // To reduce the number of selectors needing tokenize in the preFilter, prefer arguments: - // 1. quoted (capture 3; capture 4 or capture 5) - "('((?:\\\\.|[^\\\\'])*)'|\"((?:\\\\.|[^\\\\\"])*)\")|" + - // 2. simple (capture 6) - "((?:\\\\.|[^\\\\()[\\]]|" + attributes + ")*)|" + - // 3. anything else (capture 2) - ".*" + - ")\\)|)", - - // Leading and non-escaped trailing whitespace, capturing some non-whitespace characters preceding the latter - rwhitespace = new RegExp( whitespace + "+", "g" ), - rtrim = new RegExp( "^" + whitespace + "+|((?:^|[^\\\\])(?:\\\\.)*)" + whitespace + "+$", "g" ), - - rcomma = new RegExp( "^" + whitespace + "*," + whitespace + "*" ), - rcombinators = new RegExp( "^" + whitespace + "*([>+~]|" + whitespace + ")" + whitespace + "*" ), - - rattributeQuotes = new RegExp( "=" + whitespace + "*([^\\]'\"]*?)" + whitespace + "*\\]", "g" ), - - rpseudo = new RegExp( pseudos ), - ridentifier = new RegExp( "^" + identifier + "$" ), - - matchExpr = { - "ID": new RegExp( "^#(" + identifier + ")" ), - "CLASS": new RegExp( "^\\.(" + identifier + ")" ), - "TAG": new RegExp( "^(" + identifier + "|[*])" ), - "ATTR": new RegExp( "^" + attributes ), - "PSEUDO": new RegExp( "^" + pseudos ), - "CHILD": new RegExp( "^:(only|first|last|nth|nth-last)-(child|of-type)(?:\\(" + whitespace + - "*(even|odd|(([+-]|)(\\d*)n|)" + whitespace + "*(?:([+-]|)" + whitespace + - "*(\\d+)|))" + whitespace + "*\\)|)", "i" ), - "bool": new RegExp( "^(?:" + booleans + ")$", "i" ), - // For use in libraries implementing .is() - // We use this for POS matching in `select` - "needsContext": new RegExp( "^" + whitespace + "*[>+~]|:(even|odd|eq|gt|lt|nth|first|last)(?:\\(" + - whitespace + "*((?:-\\d)?\\d*)" + whitespace + "*\\)|)(?=[^-]|$)", "i" ) - }, - - rinputs = /^(?:input|select|textarea|button)$/i, - rheader = /^h\d$/i, - - rnative = /^[^{]+\{\s*\[native \w/, - - // Easily-parseable/retrievable ID or TAG or CLASS selectors - rquickExpr = /^(?:#([\w-]+)|(\w+)|\.([\w-]+))$/, - - rsibling = /[+~]/, - - // CSS escapes - // http://www.w3.org/TR/CSS21/syndata.html#escaped-characters - runescape = new RegExp( "\\\\([\\da-f]{1,6}" + whitespace + "?|(" + whitespace + ")|.)", "ig" ), - funescape = function( _, escaped, escapedWhitespace ) { - var high = "0x" + escaped - 0x10000; - // NaN means non-codepoint - // Support: Firefox<24 - // Workaround erroneous numeric interpretation of +"0x" - return high !== high || escapedWhitespace ? - escaped : - high < 0 ? - // BMP codepoint - String.fromCharCode( high + 0x10000 ) : - // Supplemental Plane codepoint (surrogate pair) - String.fromCharCode( high >> 10 | 0xD800, high & 0x3FF | 0xDC00 ); - }, - - // CSS string/identifier serialization - // https://drafts.csswg.org/cssom/#common-serializing-idioms - rcssescape = /([\0-\x1f\x7f]|^-?\d)|^-$|[^\0-\x1f\x7f-\uFFFF\w-]/g, - fcssescape = function( ch, asCodePoint ) { - if ( asCodePoint ) { - - // U+0000 NULL becomes U+FFFD REPLACEMENT CHARACTER - if ( ch === "\0" ) { - return "\uFFFD"; - } - - // Control characters and (dependent upon position) numbers get escaped as code points - return ch.slice( 0, -1 ) + "\\" + ch.charCodeAt( ch.length - 1 ).toString( 16 ) + " "; - } - - // Other potentially-special ASCII characters get backslash-escaped - return "\\" + ch; - }, - - // Used for iframes - // See setDocument() - // Removing the function wrapper causes a "Permission Denied" - // error in IE - unloadHandler = function() { - setDocument(); - }, - - disabledAncestor = addCombinator( - function( elem ) { - return elem.disabled === true && ("form" in elem || "label" in elem); - }, - { dir: "parentNode", next: "legend" } - ); - -// Optimize for push.apply( _, NodeList ) -try { - push.apply( - (arr = slice.call( preferredDoc.childNodes )), - preferredDoc.childNodes - ); - // Support: Android<4.0 - // Detect silently failing push.apply - arr[ preferredDoc.childNodes.length ].nodeType; -} catch ( e ) { - push = { apply: arr.length ? - - // Leverage slice if possible - function( target, els ) { - push_native.apply( target, slice.call(els) ); - } : - - // Support: IE<9 - // Otherwise append directly - function( target, els ) { - var j = target.length, - i = 0; - // Can't trust NodeList.length - while ( (target[j++] = els[i++]) ) {} - target.length = j - 1; - } - }; -} - -function Sizzle( selector, context, results, seed ) { - var m, i, elem, nid, match, groups, newSelector, - newContext = context && context.ownerDocument, - - // nodeType defaults to 9, since context defaults to document - nodeType = context ? context.nodeType : 9; - - results = results || []; - - // Return early from calls with invalid selector or context - if ( typeof selector !== "string" || !selector || - nodeType !== 1 && nodeType !== 9 && nodeType !== 11 ) { - - return results; - } - - // Try to shortcut find operations (as opposed to filters) in HTML documents - if ( !seed ) { - - if ( ( context ? context.ownerDocument || context : preferredDoc ) !== document ) { - setDocument( context ); - } - context = context || document; - - if ( documentIsHTML ) { - - // If the selector is sufficiently simple, try using a "get*By*" DOM method - // (excepting DocumentFragment context, where the methods don't exist) - if ( nodeType !== 11 && (match = rquickExpr.exec( selector )) ) { - - // ID selector - if ( (m = match[1]) ) { - - // Document context - if ( nodeType === 9 ) { - if ( (elem = context.getElementById( m )) ) { - - // Support: IE, Opera, Webkit - // TODO: identify versions - // getElementById can match elements by name instead of ID - if ( elem.id === m ) { - results.push( elem ); - return results; - } - } else { - return results; - } - - // Element context - } else { - - // Support: IE, Opera, Webkit - // TODO: identify versions - // getElementById can match elements by name instead of ID - if ( newContext && (elem = newContext.getElementById( m )) && - contains( context, elem ) && - elem.id === m ) { - - results.push( elem ); - return results; - } - } - - // Type selector - } else if ( match[2] ) { - push.apply( results, context.getElementsByTagName( selector ) ); - return results; - - // Class selector - } else if ( (m = match[3]) && support.getElementsByClassName && - context.getElementsByClassName ) { - - push.apply( results, context.getElementsByClassName( m ) ); - return results; - } - } - - // Take advantage of querySelectorAll - if ( support.qsa && - !compilerCache[ selector + " " ] && - (!rbuggyQSA || !rbuggyQSA.test( selector )) ) { - - if ( nodeType !== 1 ) { - newContext = context; - newSelector = selector; - - // qSA looks outside Element context, which is not what we want - // Thanks to Andrew Dupont for this workaround technique - // Support: IE <=8 - // Exclude object elements - } else if ( context.nodeName.toLowerCase() !== "object" ) { - - // Capture the context ID, setting it first if necessary - if ( (nid = context.getAttribute( "id" )) ) { - nid = nid.replace( rcssescape, fcssescape ); - } else { - context.setAttribute( "id", (nid = expando) ); - } - - // Prefix every selector in the list - groups = tokenize( selector ); - i = groups.length; - while ( i-- ) { - groups[i] = "#" + nid + " " + toSelector( groups[i] ); - } - newSelector = groups.join( "," ); - - // Expand context for sibling selectors - newContext = rsibling.test( selector ) && testContext( context.parentNode ) || - context; - } - - if ( newSelector ) { - try { - push.apply( results, - newContext.querySelectorAll( newSelector ) - ); - return results; - } catch ( qsaError ) { - } finally { - if ( nid === expando ) { - context.removeAttribute( "id" ); - } - } - } - } - } - } - - // All others - return select( selector.replace( rtrim, "$1" ), context, results, seed ); -} - -/** - * Create key-value caches of limited size - * @returns {function(string, object)} Returns the Object data after storing it on itself with - * property name the (space-suffixed) string and (if the cache is larger than Expr.cacheLength) - * deleting the oldest entry - */ -function createCache() { - var keys = []; - - function cache( key, value ) { - // Use (key + " ") to avoid collision with native prototype properties (see Issue #157) - if ( keys.push( key + " " ) > Expr.cacheLength ) { - // Only keep the most recent entries - delete cache[ keys.shift() ]; - } - return (cache[ key + " " ] = value); - } - return cache; -} - -/** - * Mark a function for special use by Sizzle - * @param {Function} fn The function to mark - */ -function markFunction( fn ) { - fn[ expando ] = true; - return fn; -} - -/** - * Support testing using an element - * @param {Function} fn Passed the created element and returns a boolean result - */ -function assert( fn ) { - var el = document.createElement("fieldset"); - - try { - return !!fn( el ); - } catch (e) { - return false; - } finally { - // Remove from its parent by default - if ( el.parentNode ) { - el.parentNode.removeChild( el ); - } - // release memory in IE - el = null; - } -} - -/** - * Adds the same handler for all of the specified attrs - * @param {String} attrs Pipe-separated list of attributes - * @param {Function} handler The method that will be applied - */ -function addHandle( attrs, handler ) { - var arr = attrs.split("|"), - i = arr.length; - - while ( i-- ) { - Expr.attrHandle[ arr[i] ] = handler; - } -} - -/** - * Checks document order of two siblings - * @param {Element} a - * @param {Element} b - * @returns {Number} Returns less than 0 if a precedes b, greater than 0 if a follows b - */ -function siblingCheck( a, b ) { - var cur = b && a, - diff = cur && a.nodeType === 1 && b.nodeType === 1 && - a.sourceIndex - b.sourceIndex; - - // Use IE sourceIndex if available on both nodes - if ( diff ) { - return diff; - } - - // Check if b follows a - if ( cur ) { - while ( (cur = cur.nextSibling) ) { - if ( cur === b ) { - return -1; - } - } - } - - return a ? 1 : -1; -} - -/** - * Returns a function to use in pseudos for input types - * @param {String} type - */ -function createInputPseudo( type ) { - return function( elem ) { - var name = elem.nodeName.toLowerCase(); - return name === "input" && elem.type === type; - }; -} - -/** - * Returns a function to use in pseudos for buttons - * @param {String} type - */ -function createButtonPseudo( type ) { - return function( elem ) { - var name = elem.nodeName.toLowerCase(); - return (name === "input" || name === "button") && elem.type === type; - }; -} - -/** - * Returns a function to use in pseudos for :enabled/:disabled - * @param {Boolean} disabled true for :disabled; false for :enabled - */ -function createDisabledPseudo( disabled ) { - - // Known :disabled false positives: fieldset[disabled] > legend:nth-of-type(n+2) :can-disable - return function( elem ) { - - // Only certain elements can match :enabled or :disabled - // https://html.spec.whatwg.org/multipage/scripting.html#selector-enabled - // https://html.spec.whatwg.org/multipage/scripting.html#selector-disabled - if ( "form" in elem ) { - - // Check for inherited disabledness on relevant non-disabled elements: - // * listed form-associated elements in a disabled fieldset - // https://html.spec.whatwg.org/multipage/forms.html#category-listed - // https://html.spec.whatwg.org/multipage/forms.html#concept-fe-disabled - // * option elements in a disabled optgroup - // https://html.spec.whatwg.org/multipage/forms.html#concept-option-disabled - // All such elements have a "form" property. - if ( elem.parentNode && elem.disabled === false ) { - - // Option elements defer to a parent optgroup if present - if ( "label" in elem ) { - if ( "label" in elem.parentNode ) { - return elem.parentNode.disabled === disabled; - } else { - return elem.disabled === disabled; - } - } - - // Support: IE 6 - 11 - // Use the isDisabled shortcut property to check for disabled fieldset ancestors - return elem.isDisabled === disabled || - - // Where there is no isDisabled, check manually - /* jshint -W018 */ - elem.isDisabled !== !disabled && - disabledAncestor( elem ) === disabled; - } - - return elem.disabled === disabled; - - // Try to winnow out elements that can't be disabled before trusting the disabled property. - // Some victims get caught in our net (label, legend, menu, track), but it shouldn't - // even exist on them, let alone have a boolean value. - } else if ( "label" in elem ) { - return elem.disabled === disabled; - } - - // Remaining elements are neither :enabled nor :disabled - return false; - }; -} - -/** - * Returns a function to use in pseudos for positionals - * @param {Function} fn - */ -function createPositionalPseudo( fn ) { - return markFunction(function( argument ) { - argument = +argument; - return markFunction(function( seed, matches ) { - var j, - matchIndexes = fn( [], seed.length, argument ), - i = matchIndexes.length; - - // Match elements found at the specified indexes - while ( i-- ) { - if ( seed[ (j = matchIndexes[i]) ] ) { - seed[j] = !(matches[j] = seed[j]); - } - } - }); - }); -} - -/** - * Checks a node for validity as a Sizzle context - * @param {Element|Object=} context - * @returns {Element|Object|Boolean} The input node if acceptable, otherwise a falsy value - */ -function testContext( context ) { - return context && typeof context.getElementsByTagName !== "undefined" && context; -} - -// Expose support vars for convenience -support = Sizzle.support = {}; - -/** - * Detects XML nodes - * @param {Element|Object} elem An element or a document - * @returns {Boolean} True iff elem is a non-HTML XML node - */ -isXML = Sizzle.isXML = function( elem ) { - // documentElement is verified for cases where it doesn't yet exist - // (such as loading iframes in IE - #4833) - var documentElement = elem && (elem.ownerDocument || elem).documentElement; - return documentElement ? documentElement.nodeName !== "HTML" : false; -}; - -/** - * Sets document-related variables once based on the current document - * @param {Element|Object} [doc] An element or document object to use to set the document - * @returns {Object} Returns the current document - */ -setDocument = Sizzle.setDocument = function( node ) { - var hasCompare, subWindow, - doc = node ? node.ownerDocument || node : preferredDoc; - - // Return early if doc is invalid or already selected - if ( doc === document || doc.nodeType !== 9 || !doc.documentElement ) { - return document; - } - - // Update global variables - document = doc; - docElem = document.documentElement; - documentIsHTML = !isXML( document ); - - // Support: IE 9-11, Edge - // Accessing iframe documents after unload throws "permission denied" errors (jQuery #13936) - if ( preferredDoc !== document && - (subWindow = document.defaultView) && subWindow.top !== subWindow ) { - - // Support: IE 11, Edge - if ( subWindow.addEventListener ) { - subWindow.addEventListener( "unload", unloadHandler, false ); - - // Support: IE 9 - 10 only - } else if ( subWindow.attachEvent ) { - subWindow.attachEvent( "onunload", unloadHandler ); - } - } - - /* Attributes - ---------------------------------------------------------------------- */ - - // Support: IE<8 - // Verify that getAttribute really returns attributes and not properties - // (excepting IE8 booleans) - support.attributes = assert(function( el ) { - el.className = "i"; - return !el.getAttribute("className"); - }); - - /* getElement(s)By* - ---------------------------------------------------------------------- */ - - // Check if getElementsByTagName("*") returns only elements - support.getElementsByTagName = assert(function( el ) { - el.appendChild( document.createComment("") ); - return !el.getElementsByTagName("*").length; - }); - - // Support: IE<9 - support.getElementsByClassName = rnative.test( document.getElementsByClassName ); - - // Support: IE<10 - // Check if getElementById returns elements by name - // The broken getElementById methods don't pick up programmatically-set names, - // so use a roundabout getElementsByName test - support.getById = assert(function( el ) { - docElem.appendChild( el ).id = expando; - return !document.getElementsByName || !document.getElementsByName( expando ).length; - }); - - // ID filter and find - if ( support.getById ) { - Expr.filter["ID"] = function( id ) { - var attrId = id.replace( runescape, funescape ); - return function( elem ) { - return elem.getAttribute("id") === attrId; - }; - }; - Expr.find["ID"] = function( id, context ) { - if ( typeof context.getElementById !== "undefined" && documentIsHTML ) { - var elem = context.getElementById( id ); - return elem ? [ elem ] : []; - } - }; - } else { - Expr.filter["ID"] = function( id ) { - var attrId = id.replace( runescape, funescape ); - return function( elem ) { - var node = typeof elem.getAttributeNode !== "undefined" && - elem.getAttributeNode("id"); - return node && node.value === attrId; - }; - }; - - // Support: IE 6 - 7 only - // getElementById is not reliable as a find shortcut - Expr.find["ID"] = function( id, context ) { - if ( typeof context.getElementById !== "undefined" && documentIsHTML ) { - var node, i, elems, - elem = context.getElementById( id ); - - if ( elem ) { - - // Verify the id attribute - node = elem.getAttributeNode("id"); - if ( node && node.value === id ) { - return [ elem ]; - } - - // Fall back on getElementsByName - elems = context.getElementsByName( id ); - i = 0; - while ( (elem = elems[i++]) ) { - node = elem.getAttributeNode("id"); - if ( node && node.value === id ) { - return [ elem ]; - } - } - } - - return []; - } - }; - } - - // Tag - Expr.find["TAG"] = support.getElementsByTagName ? - function( tag, context ) { - if ( typeof context.getElementsByTagName !== "undefined" ) { - return context.getElementsByTagName( tag ); - - // DocumentFragment nodes don't have gEBTN - } else if ( support.qsa ) { - return context.querySelectorAll( tag ); - } - } : - - function( tag, context ) { - var elem, - tmp = [], - i = 0, - // By happy coincidence, a (broken) gEBTN appears on DocumentFragment nodes too - results = context.getElementsByTagName( tag ); - - // Filter out possible comments - if ( tag === "*" ) { - while ( (elem = results[i++]) ) { - if ( elem.nodeType === 1 ) { - tmp.push( elem ); - } - } - - return tmp; - } - return results; - }; - - // Class - Expr.find["CLASS"] = support.getElementsByClassName && function( className, context ) { - if ( typeof context.getElementsByClassName !== "undefined" && documentIsHTML ) { - return context.getElementsByClassName( className ); - } - }; - - /* QSA/matchesSelector - ---------------------------------------------------------------------- */ - - // QSA and matchesSelector support - - // matchesSelector(:active) reports false when true (IE9/Opera 11.5) - rbuggyMatches = []; - - // qSa(:focus) reports false when true (Chrome 21) - // We allow this because of a bug in IE8/9 that throws an error - // whenever `document.activeElement` is accessed on an iframe - // So, we allow :focus to pass through QSA all the time to avoid the IE error - // See https://bugs.jquery.com/ticket/13378 - rbuggyQSA = []; - - if ( (support.qsa = rnative.test( document.querySelectorAll )) ) { - // Build QSA regex - // Regex strategy adopted from Diego Perini - assert(function( el ) { - // Select is set to empty string on purpose - // This is to test IE's treatment of not explicitly - // setting a boolean content attribute, - // since its presence should be enough - // https://bugs.jquery.com/ticket/12359 - docElem.appendChild( el ).innerHTML = "" + - ""; - - // Support: IE8, Opera 11-12.16 - // Nothing should be selected when empty strings follow ^= or $= or *= - // The test attribute must be unknown in Opera but "safe" for WinRT - // https://msdn.microsoft.com/en-us/library/ie/hh465388.aspx#attribute_section - if ( el.querySelectorAll("[msallowcapture^='']").length ) { - rbuggyQSA.push( "[*^$]=" + whitespace + "*(?:''|\"\")" ); - } - - // Support: IE8 - // Boolean attributes and "value" are not treated correctly - if ( !el.querySelectorAll("[selected]").length ) { - rbuggyQSA.push( "\\[" + whitespace + "*(?:value|" + booleans + ")" ); - } - - // Support: Chrome<29, Android<4.4, Safari<7.0+, iOS<7.0+, PhantomJS<1.9.8+ - if ( !el.querySelectorAll( "[id~=" + expando + "-]" ).length ) { - rbuggyQSA.push("~="); - } - - // Webkit/Opera - :checked should return selected option elements - // http://www.w3.org/TR/2011/REC-css3-selectors-20110929/#checked - // IE8 throws error here and will not see later tests - if ( !el.querySelectorAll(":checked").length ) { - rbuggyQSA.push(":checked"); - } - - // Support: Safari 8+, iOS 8+ - // https://bugs.webkit.org/show_bug.cgi?id=136851 - // In-page `selector#id sibling-combinator selector` fails - if ( !el.querySelectorAll( "a#" + expando + "+*" ).length ) { - rbuggyQSA.push(".#.+[+~]"); - } - }); - - assert(function( el ) { - el.innerHTML = "" + - ""; - - // Support: Windows 8 Native Apps - // The type and name attributes are restricted during .innerHTML assignment - var input = document.createElement("input"); - input.setAttribute( "type", "hidden" ); - el.appendChild( input ).setAttribute( "name", "D" ); - - // Support: IE8 - // Enforce case-sensitivity of name attribute - if ( el.querySelectorAll("[name=d]").length ) { - rbuggyQSA.push( "name" + whitespace + "*[*^$|!~]?=" ); - } - - // FF 3.5 - :enabled/:disabled and hidden elements (hidden elements are still enabled) - // IE8 throws error here and will not see later tests - if ( el.querySelectorAll(":enabled").length !== 2 ) { - rbuggyQSA.push( ":enabled", ":disabled" ); - } - - // Support: IE9-11+ - // IE's :disabled selector does not pick up the children of disabled fieldsets - docElem.appendChild( el ).disabled = true; - if ( el.querySelectorAll(":disabled").length !== 2 ) { - rbuggyQSA.push( ":enabled", ":disabled" ); - } - - // Opera 10-11 does not throw on post-comma invalid pseudos - el.querySelectorAll("*,:x"); - rbuggyQSA.push(",.*:"); - }); - } - - if ( (support.matchesSelector = rnative.test( (matches = docElem.matches || - docElem.webkitMatchesSelector || - docElem.mozMatchesSelector || - docElem.oMatchesSelector || - docElem.msMatchesSelector) )) ) { - - assert(function( el ) { - // Check to see if it's possible to do matchesSelector - // on a disconnected node (IE 9) - support.disconnectedMatch = matches.call( el, "*" ); - - // This should fail with an exception - // Gecko does not error, returns false instead - matches.call( el, "[s!='']:x" ); - rbuggyMatches.push( "!=", pseudos ); - }); - } - - rbuggyQSA = rbuggyQSA.length && new RegExp( rbuggyQSA.join("|") ); - rbuggyMatches = rbuggyMatches.length && new RegExp( rbuggyMatches.join("|") ); - - /* Contains - ---------------------------------------------------------------------- */ - hasCompare = rnative.test( docElem.compareDocumentPosition ); - - // Element contains another - // Purposefully self-exclusive - // As in, an element does not contain itself - contains = hasCompare || rnative.test( docElem.contains ) ? - function( a, b ) { - var adown = a.nodeType === 9 ? a.documentElement : a, - bup = b && b.parentNode; - return a === bup || !!( bup && bup.nodeType === 1 && ( - adown.contains ? - adown.contains( bup ) : - a.compareDocumentPosition && a.compareDocumentPosition( bup ) & 16 - )); - } : - function( a, b ) { - if ( b ) { - while ( (b = b.parentNode) ) { - if ( b === a ) { - return true; - } - } - } - return false; - }; - - /* Sorting - ---------------------------------------------------------------------- */ - - // Document order sorting - sortOrder = hasCompare ? - function( a, b ) { - - // Flag for duplicate removal - if ( a === b ) { - hasDuplicate = true; - return 0; - } - - // Sort on method existence if only one input has compareDocumentPosition - var compare = !a.compareDocumentPosition - !b.compareDocumentPosition; - if ( compare ) { - return compare; - } - - // Calculate position if both inputs belong to the same document - compare = ( a.ownerDocument || a ) === ( b.ownerDocument || b ) ? - a.compareDocumentPosition( b ) : - - // Otherwise we know they are disconnected - 1; - - // Disconnected nodes - if ( compare & 1 || - (!support.sortDetached && b.compareDocumentPosition( a ) === compare) ) { - - // Choose the first element that is related to our preferred document - if ( a === document || a.ownerDocument === preferredDoc && contains(preferredDoc, a) ) { - return -1; - } - if ( b === document || b.ownerDocument === preferredDoc && contains(preferredDoc, b) ) { - return 1; - } - - // Maintain original order - return sortInput ? - ( indexOf( sortInput, a ) - indexOf( sortInput, b ) ) : - 0; - } - - return compare & 4 ? -1 : 1; - } : - function( a, b ) { - // Exit early if the nodes are identical - if ( a === b ) { - hasDuplicate = true; - return 0; - } - - var cur, - i = 0, - aup = a.parentNode, - bup = b.parentNode, - ap = [ a ], - bp = [ b ]; - - // Parentless nodes are either documents or disconnected - if ( !aup || !bup ) { - return a === document ? -1 : - b === document ? 1 : - aup ? -1 : - bup ? 1 : - sortInput ? - ( indexOf( sortInput, a ) - indexOf( sortInput, b ) ) : - 0; - - // If the nodes are siblings, we can do a quick check - } else if ( aup === bup ) { - return siblingCheck( a, b ); - } - - // Otherwise we need full lists of their ancestors for comparison - cur = a; - while ( (cur = cur.parentNode) ) { - ap.unshift( cur ); - } - cur = b; - while ( (cur = cur.parentNode) ) { - bp.unshift( cur ); - } - - // Walk down the tree looking for a discrepancy - while ( ap[i] === bp[i] ) { - i++; - } - - return i ? - // Do a sibling check if the nodes have a common ancestor - siblingCheck( ap[i], bp[i] ) : - - // Otherwise nodes in our document sort first - ap[i] === preferredDoc ? -1 : - bp[i] === preferredDoc ? 1 : - 0; - }; - - return document; -}; - -Sizzle.matches = function( expr, elements ) { - return Sizzle( expr, null, null, elements ); -}; - -Sizzle.matchesSelector = function( elem, expr ) { - // Set document vars if needed - if ( ( elem.ownerDocument || elem ) !== document ) { - setDocument( elem ); - } - - // Make sure that attribute selectors are quoted - expr = expr.replace( rattributeQuotes, "='$1']" ); - - if ( support.matchesSelector && documentIsHTML && - !compilerCache[ expr + " " ] && - ( !rbuggyMatches || !rbuggyMatches.test( expr ) ) && - ( !rbuggyQSA || !rbuggyQSA.test( expr ) ) ) { - - try { - var ret = matches.call( elem, expr ); - - // IE 9's matchesSelector returns false on disconnected nodes - if ( ret || support.disconnectedMatch || - // As well, disconnected nodes are said to be in a document - // fragment in IE 9 - elem.document && elem.document.nodeType !== 11 ) { - return ret; - } - } catch (e) {} - } - - return Sizzle( expr, document, null, [ elem ] ).length > 0; -}; - -Sizzle.contains = function( context, elem ) { - // Set document vars if needed - if ( ( context.ownerDocument || context ) !== document ) { - setDocument( context ); - } - return contains( context, elem ); -}; - -Sizzle.attr = function( elem, name ) { - // Set document vars if needed - if ( ( elem.ownerDocument || elem ) !== document ) { - setDocument( elem ); - } - - var fn = Expr.attrHandle[ name.toLowerCase() ], - // Don't get fooled by Object.prototype properties (jQuery #13807) - val = fn && hasOwn.call( Expr.attrHandle, name.toLowerCase() ) ? - fn( elem, name, !documentIsHTML ) : - undefined; - - return val !== undefined ? - val : - support.attributes || !documentIsHTML ? - elem.getAttribute( name ) : - (val = elem.getAttributeNode(name)) && val.specified ? - val.value : - null; -}; - -Sizzle.escape = function( sel ) { - return (sel + "").replace( rcssescape, fcssescape ); -}; - -Sizzle.error = function( msg ) { - throw new Error( "Syntax error, unrecognized expression: " + msg ); -}; - -/** - * Document sorting and removing duplicates - * @param {ArrayLike} results - */ -Sizzle.uniqueSort = function( results ) { - var elem, - duplicates = [], - j = 0, - i = 0; - - // Unless we *know* we can detect duplicates, assume their presence - hasDuplicate = !support.detectDuplicates; - sortInput = !support.sortStable && results.slice( 0 ); - results.sort( sortOrder ); - - if ( hasDuplicate ) { - while ( (elem = results[i++]) ) { - if ( elem === results[ i ] ) { - j = duplicates.push( i ); - } - } - while ( j-- ) { - results.splice( duplicates[ j ], 1 ); - } - } - - // Clear input after sorting to release objects - // See https://github.com/jquery/sizzle/pull/225 - sortInput = null; - - return results; -}; - -/** - * Utility function for retrieving the text value of an array of DOM nodes - * @param {Array|Element} elem - */ -getText = Sizzle.getText = function( elem ) { - var node, - ret = "", - i = 0, - nodeType = elem.nodeType; - - if ( !nodeType ) { - // If no nodeType, this is expected to be an array - while ( (node = elem[i++]) ) { - // Do not traverse comment nodes - ret += getText( node ); - } - } else if ( nodeType === 1 || nodeType === 9 || nodeType === 11 ) { - // Use textContent for elements - // innerText usage removed for consistency of new lines (jQuery #11153) - if ( typeof elem.textContent === "string" ) { - return elem.textContent; - } else { - // Traverse its children - for ( elem = elem.firstChild; elem; elem = elem.nextSibling ) { - ret += getText( elem ); - } - } - } else if ( nodeType === 3 || nodeType === 4 ) { - return elem.nodeValue; - } - // Do not include comment or processing instruction nodes - - return ret; -}; - -Expr = Sizzle.selectors = { - - // Can be adjusted by the user - cacheLength: 50, - - createPseudo: markFunction, - - match: matchExpr, - - attrHandle: {}, - - find: {}, - - relative: { - ">": { dir: "parentNode", first: true }, - " ": { dir: "parentNode" }, - "+": { dir: "previousSibling", first: true }, - "~": { dir: "previousSibling" } - }, - - preFilter: { - "ATTR": function( match ) { - match[1] = match[1].replace( runescape, funescape ); - - // Move the given value to match[3] whether quoted or unquoted - match[3] = ( match[3] || match[4] || match[5] || "" ).replace( runescape, funescape ); - - if ( match[2] === "~=" ) { - match[3] = " " + match[3] + " "; - } - - return match.slice( 0, 4 ); - }, - - "CHILD": function( match ) { - /* matches from matchExpr["CHILD"] - 1 type (only|nth|...) - 2 what (child|of-type) - 3 argument (even|odd|\d*|\d*n([+-]\d+)?|...) - 4 xn-component of xn+y argument ([+-]?\d*n|) - 5 sign of xn-component - 6 x of xn-component - 7 sign of y-component - 8 y of y-component - */ - match[1] = match[1].toLowerCase(); - - if ( match[1].slice( 0, 3 ) === "nth" ) { - // nth-* requires argument - if ( !match[3] ) { - Sizzle.error( match[0] ); - } - - // numeric x and y parameters for Expr.filter.CHILD - // remember that false/true cast respectively to 0/1 - match[4] = +( match[4] ? match[5] + (match[6] || 1) : 2 * ( match[3] === "even" || match[3] === "odd" ) ); - match[5] = +( ( match[7] + match[8] ) || match[3] === "odd" ); - - // other types prohibit arguments - } else if ( match[3] ) { - Sizzle.error( match[0] ); - } - - return match; - }, - - "PSEUDO": function( match ) { - var excess, - unquoted = !match[6] && match[2]; - - if ( matchExpr["CHILD"].test( match[0] ) ) { - return null; - } - - // Accept quoted arguments as-is - if ( match[3] ) { - match[2] = match[4] || match[5] || ""; - - // Strip excess characters from unquoted arguments - } else if ( unquoted && rpseudo.test( unquoted ) && - // Get excess from tokenize (recursively) - (excess = tokenize( unquoted, true )) && - // advance to the next closing parenthesis - (excess = unquoted.indexOf( ")", unquoted.length - excess ) - unquoted.length) ) { - - // excess is a negative index - match[0] = match[0].slice( 0, excess ); - match[2] = unquoted.slice( 0, excess ); - } - - // Return only captures needed by the pseudo filter method (type and argument) - return match.slice( 0, 3 ); - } - }, - - filter: { - - "TAG": function( nodeNameSelector ) { - var nodeName = nodeNameSelector.replace( runescape, funescape ).toLowerCase(); - return nodeNameSelector === "*" ? - function() { return true; } : - function( elem ) { - return elem.nodeName && elem.nodeName.toLowerCase() === nodeName; - }; - }, - - "CLASS": function( className ) { - var pattern = classCache[ className + " " ]; - - return pattern || - (pattern = new RegExp( "(^|" + whitespace + ")" + className + "(" + whitespace + "|$)" )) && - classCache( className, function( elem ) { - return pattern.test( typeof elem.className === "string" && elem.className || typeof elem.getAttribute !== "undefined" && elem.getAttribute("class") || "" ); - }); - }, - - "ATTR": function( name, operator, check ) { - return function( elem ) { - var result = Sizzle.attr( elem, name ); - - if ( result == null ) { - return operator === "!="; - } - if ( !operator ) { - return true; - } - - result += ""; - - return operator === "=" ? result === check : - operator === "!=" ? result !== check : - operator === "^=" ? check && result.indexOf( check ) === 0 : - operator === "*=" ? check && result.indexOf( check ) > -1 : - operator === "$=" ? check && result.slice( -check.length ) === check : - operator === "~=" ? ( " " + result.replace( rwhitespace, " " ) + " " ).indexOf( check ) > -1 : - operator === "|=" ? result === check || result.slice( 0, check.length + 1 ) === check + "-" : - false; - }; - }, - - "CHILD": function( type, what, argument, first, last ) { - var simple = type.slice( 0, 3 ) !== "nth", - forward = type.slice( -4 ) !== "last", - ofType = what === "of-type"; - - return first === 1 && last === 0 ? - - // Shortcut for :nth-*(n) - function( elem ) { - return !!elem.parentNode; - } : - - function( elem, context, xml ) { - var cache, uniqueCache, outerCache, node, nodeIndex, start, - dir = simple !== forward ? "nextSibling" : "previousSibling", - parent = elem.parentNode, - name = ofType && elem.nodeName.toLowerCase(), - useCache = !xml && !ofType, - diff = false; - - if ( parent ) { - - // :(first|last|only)-(child|of-type) - if ( simple ) { - while ( dir ) { - node = elem; - while ( (node = node[ dir ]) ) { - if ( ofType ? - node.nodeName.toLowerCase() === name : - node.nodeType === 1 ) { - - return false; - } - } - // Reverse direction for :only-* (if we haven't yet done so) - start = dir = type === "only" && !start && "nextSibling"; - } - return true; - } - - start = [ forward ? parent.firstChild : parent.lastChild ]; - - // non-xml :nth-child(...) stores cache data on `parent` - if ( forward && useCache ) { - - // Seek `elem` from a previously-cached index - - // ...in a gzip-friendly way - node = parent; - outerCache = node[ expando ] || (node[ expando ] = {}); - - // Support: IE <9 only - // Defend against cloned attroperties (jQuery gh-1709) - uniqueCache = outerCache[ node.uniqueID ] || - (outerCache[ node.uniqueID ] = {}); - - cache = uniqueCache[ type ] || []; - nodeIndex = cache[ 0 ] === dirruns && cache[ 1 ]; - diff = nodeIndex && cache[ 2 ]; - node = nodeIndex && parent.childNodes[ nodeIndex ]; - - while ( (node = ++nodeIndex && node && node[ dir ] || - - // Fallback to seeking `elem` from the start - (diff = nodeIndex = 0) || start.pop()) ) { - - // When found, cache indexes on `parent` and break - if ( node.nodeType === 1 && ++diff && node === elem ) { - uniqueCache[ type ] = [ dirruns, nodeIndex, diff ]; - break; - } - } - - } else { - // Use previously-cached element index if available - if ( useCache ) { - // ...in a gzip-friendly way - node = elem; - outerCache = node[ expando ] || (node[ expando ] = {}); - - // Support: IE <9 only - // Defend against cloned attroperties (jQuery gh-1709) - uniqueCache = outerCache[ node.uniqueID ] || - (outerCache[ node.uniqueID ] = {}); - - cache = uniqueCache[ type ] || []; - nodeIndex = cache[ 0 ] === dirruns && cache[ 1 ]; - diff = nodeIndex; - } - - // xml :nth-child(...) - // or :nth-last-child(...) or :nth(-last)?-of-type(...) - if ( diff === false ) { - // Use the same loop as above to seek `elem` from the start - while ( (node = ++nodeIndex && node && node[ dir ] || - (diff = nodeIndex = 0) || start.pop()) ) { - - if ( ( ofType ? - node.nodeName.toLowerCase() === name : - node.nodeType === 1 ) && - ++diff ) { - - // Cache the index of each encountered element - if ( useCache ) { - outerCache = node[ expando ] || (node[ expando ] = {}); - - // Support: IE <9 only - // Defend against cloned attroperties (jQuery gh-1709) - uniqueCache = outerCache[ node.uniqueID ] || - (outerCache[ node.uniqueID ] = {}); - - uniqueCache[ type ] = [ dirruns, diff ]; - } - - if ( node === elem ) { - break; - } - } - } - } - } - - // Incorporate the offset, then check against cycle size - diff -= last; - return diff === first || ( diff % first === 0 && diff / first >= 0 ); - } - }; - }, - - "PSEUDO": function( pseudo, argument ) { - // pseudo-class names are case-insensitive - // http://www.w3.org/TR/selectors/#pseudo-classes - // Prioritize by case sensitivity in case custom pseudos are added with uppercase letters - // Remember that setFilters inherits from pseudos - var args, - fn = Expr.pseudos[ pseudo ] || Expr.setFilters[ pseudo.toLowerCase() ] || - Sizzle.error( "unsupported pseudo: " + pseudo ); - - // The user may use createPseudo to indicate that - // arguments are needed to create the filter function - // just as Sizzle does - if ( fn[ expando ] ) { - return fn( argument ); - } - - // But maintain support for old signatures - if ( fn.length > 1 ) { - args = [ pseudo, pseudo, "", argument ]; - return Expr.setFilters.hasOwnProperty( pseudo.toLowerCase() ) ? - markFunction(function( seed, matches ) { - var idx, - matched = fn( seed, argument ), - i = matched.length; - while ( i-- ) { - idx = indexOf( seed, matched[i] ); - seed[ idx ] = !( matches[ idx ] = matched[i] ); - } - }) : - function( elem ) { - return fn( elem, 0, args ); - }; - } - - return fn; - } - }, - - pseudos: { - // Potentially complex pseudos - "not": markFunction(function( selector ) { - // Trim the selector passed to compile - // to avoid treating leading and trailing - // spaces as combinators - var input = [], - results = [], - matcher = compile( selector.replace( rtrim, "$1" ) ); - - return matcher[ expando ] ? - markFunction(function( seed, matches, context, xml ) { - var elem, - unmatched = matcher( seed, null, xml, [] ), - i = seed.length; - - // Match elements unmatched by `matcher` - while ( i-- ) { - if ( (elem = unmatched[i]) ) { - seed[i] = !(matches[i] = elem); - } - } - }) : - function( elem, context, xml ) { - input[0] = elem; - matcher( input, null, xml, results ); - // Don't keep the element (issue #299) - input[0] = null; - return !results.pop(); - }; - }), - - "has": markFunction(function( selector ) { - return function( elem ) { - return Sizzle( selector, elem ).length > 0; - }; - }), - - "contains": markFunction(function( text ) { - text = text.replace( runescape, funescape ); - return function( elem ) { - return ( elem.textContent || elem.innerText || getText( elem ) ).indexOf( text ) > -1; - }; - }), - - // "Whether an element is represented by a :lang() selector - // is based solely on the element's language value - // being equal to the identifier C, - // or beginning with the identifier C immediately followed by "-". - // The matching of C against the element's language value is performed case-insensitively. - // The identifier C does not have to be a valid language name." - // http://www.w3.org/TR/selectors/#lang-pseudo - "lang": markFunction( function( lang ) { - // lang value must be a valid identifier - if ( !ridentifier.test(lang || "") ) { - Sizzle.error( "unsupported lang: " + lang ); - } - lang = lang.replace( runescape, funescape ).toLowerCase(); - return function( elem ) { - var elemLang; - do { - if ( (elemLang = documentIsHTML ? - elem.lang : - elem.getAttribute("xml:lang") || elem.getAttribute("lang")) ) { - - elemLang = elemLang.toLowerCase(); - return elemLang === lang || elemLang.indexOf( lang + "-" ) === 0; - } - } while ( (elem = elem.parentNode) && elem.nodeType === 1 ); - return false; - }; - }), - - // Miscellaneous - "target": function( elem ) { - var hash = window.location && window.location.hash; - return hash && hash.slice( 1 ) === elem.id; - }, - - "root": function( elem ) { - return elem === docElem; - }, - - "focus": function( elem ) { - return elem === document.activeElement && (!document.hasFocus || document.hasFocus()) && !!(elem.type || elem.href || ~elem.tabIndex); - }, - - // Boolean properties - "enabled": createDisabledPseudo( false ), - "disabled": createDisabledPseudo( true ), - - "checked": function( elem ) { - // In CSS3, :checked should return both checked and selected elements - // http://www.w3.org/TR/2011/REC-css3-selectors-20110929/#checked - var nodeName = elem.nodeName.toLowerCase(); - return (nodeName === "input" && !!elem.checked) || (nodeName === "option" && !!elem.selected); - }, - - "selected": function( elem ) { - // Accessing this property makes selected-by-default - // options in Safari work properly - if ( elem.parentNode ) { - elem.parentNode.selectedIndex; - } - - return elem.selected === true; - }, - - // Contents - "empty": function( elem ) { - // http://www.w3.org/TR/selectors/#empty-pseudo - // :empty is negated by element (1) or content nodes (text: 3; cdata: 4; entity ref: 5), - // but not by others (comment: 8; processing instruction: 7; etc.) - // nodeType < 6 works because attributes (2) do not appear as children - for ( elem = elem.firstChild; elem; elem = elem.nextSibling ) { - if ( elem.nodeType < 6 ) { - return false; - } - } - return true; - }, - - "parent": function( elem ) { - return !Expr.pseudos["empty"]( elem ); - }, - - // Element/input types - "header": function( elem ) { - return rheader.test( elem.nodeName ); - }, - - "input": function( elem ) { - return rinputs.test( elem.nodeName ); - }, - - "button": function( elem ) { - var name = elem.nodeName.toLowerCase(); - return name === "input" && elem.type === "button" || name === "button"; - }, - - "text": function( elem ) { - var attr; - return elem.nodeName.toLowerCase() === "input" && - elem.type === "text" && - - // Support: IE<8 - // New HTML5 attribute values (e.g., "search") appear with elem.type === "text" - ( (attr = elem.getAttribute("type")) == null || attr.toLowerCase() === "text" ); - }, - - // Position-in-collection - "first": createPositionalPseudo(function() { - return [ 0 ]; - }), - - "last": createPositionalPseudo(function( matchIndexes, length ) { - return [ length - 1 ]; - }), - - "eq": createPositionalPseudo(function( matchIndexes, length, argument ) { - return [ argument < 0 ? argument + length : argument ]; - }), - - "even": createPositionalPseudo(function( matchIndexes, length ) { - var i = 0; - for ( ; i < length; i += 2 ) { - matchIndexes.push( i ); - } - return matchIndexes; - }), - - "odd": createPositionalPseudo(function( matchIndexes, length ) { - var i = 1; - for ( ; i < length; i += 2 ) { - matchIndexes.push( i ); - } - return matchIndexes; - }), - - "lt": createPositionalPseudo(function( matchIndexes, length, argument ) { - var i = argument < 0 ? argument + length : argument; - for ( ; --i >= 0; ) { - matchIndexes.push( i ); - } - return matchIndexes; - }), - - "gt": createPositionalPseudo(function( matchIndexes, length, argument ) { - var i = argument < 0 ? argument + length : argument; - for ( ; ++i < length; ) { - matchIndexes.push( i ); - } - return matchIndexes; - }) - } -}; - -Expr.pseudos["nth"] = Expr.pseudos["eq"]; - -// Add button/input type pseudos -for ( i in { radio: true, checkbox: true, file: true, password: true, image: true } ) { - Expr.pseudos[ i ] = createInputPseudo( i ); -} -for ( i in { submit: true, reset: true } ) { - Expr.pseudos[ i ] = createButtonPseudo( i ); -} - -// Easy API for creating new setFilters -function setFilters() {} -setFilters.prototype = Expr.filters = Expr.pseudos; -Expr.setFilters = new setFilters(); - -tokenize = Sizzle.tokenize = function( selector, parseOnly ) { - var matched, match, tokens, type, - soFar, groups, preFilters, - cached = tokenCache[ selector + " " ]; - - if ( cached ) { - return parseOnly ? 0 : cached.slice( 0 ); - } - - soFar = selector; - groups = []; - preFilters = Expr.preFilter; - - while ( soFar ) { - - // Comma and first run - if ( !matched || (match = rcomma.exec( soFar )) ) { - if ( match ) { - // Don't consume trailing commas as valid - soFar = soFar.slice( match[0].length ) || soFar; - } - groups.push( (tokens = []) ); - } - - matched = false; - - // Combinators - if ( (match = rcombinators.exec( soFar )) ) { - matched = match.shift(); - tokens.push({ - value: matched, - // Cast descendant combinators to space - type: match[0].replace( rtrim, " " ) - }); - soFar = soFar.slice( matched.length ); - } - - // Filters - for ( type in Expr.filter ) { - if ( (match = matchExpr[ type ].exec( soFar )) && (!preFilters[ type ] || - (match = preFilters[ type ]( match ))) ) { - matched = match.shift(); - tokens.push({ - value: matched, - type: type, - matches: match - }); - soFar = soFar.slice( matched.length ); - } - } - - if ( !matched ) { - break; - } - } - - // Return the length of the invalid excess - // if we're just parsing - // Otherwise, throw an error or return tokens - return parseOnly ? - soFar.length : - soFar ? - Sizzle.error( selector ) : - // Cache the tokens - tokenCache( selector, groups ).slice( 0 ); -}; - -function toSelector( tokens ) { - var i = 0, - len = tokens.length, - selector = ""; - for ( ; i < len; i++ ) { - selector += tokens[i].value; - } - return selector; -} - -function addCombinator( matcher, combinator, base ) { - var dir = combinator.dir, - skip = combinator.next, - key = skip || dir, - checkNonElements = base && key === "parentNode", - doneName = done++; - - return combinator.first ? - // Check against closest ancestor/preceding element - function( elem, context, xml ) { - while ( (elem = elem[ dir ]) ) { - if ( elem.nodeType === 1 || checkNonElements ) { - return matcher( elem, context, xml ); - } - } - return false; - } : - - // Check against all ancestor/preceding elements - function( elem, context, xml ) { - var oldCache, uniqueCache, outerCache, - newCache = [ dirruns, doneName ]; - - // We can't set arbitrary data on XML nodes, so they don't benefit from combinator caching - if ( xml ) { - while ( (elem = elem[ dir ]) ) { - if ( elem.nodeType === 1 || checkNonElements ) { - if ( matcher( elem, context, xml ) ) { - return true; - } - } - } - } else { - while ( (elem = elem[ dir ]) ) { - if ( elem.nodeType === 1 || checkNonElements ) { - outerCache = elem[ expando ] || (elem[ expando ] = {}); - - // Support: IE <9 only - // Defend against cloned attroperties (jQuery gh-1709) - uniqueCache = outerCache[ elem.uniqueID ] || (outerCache[ elem.uniqueID ] = {}); - - if ( skip && skip === elem.nodeName.toLowerCase() ) { - elem = elem[ dir ] || elem; - } else if ( (oldCache = uniqueCache[ key ]) && - oldCache[ 0 ] === dirruns && oldCache[ 1 ] === doneName ) { - - // Assign to newCache so results back-propagate to previous elements - return (newCache[ 2 ] = oldCache[ 2 ]); - } else { - // Reuse newcache so results back-propagate to previous elements - uniqueCache[ key ] = newCache; - - // A match means we're done; a fail means we have to keep checking - if ( (newCache[ 2 ] = matcher( elem, context, xml )) ) { - return true; - } - } - } - } - } - return false; - }; -} - -function elementMatcher( matchers ) { - return matchers.length > 1 ? - function( elem, context, xml ) { - var i = matchers.length; - while ( i-- ) { - if ( !matchers[i]( elem, context, xml ) ) { - return false; - } - } - return true; - } : - matchers[0]; -} - -function multipleContexts( selector, contexts, results ) { - var i = 0, - len = contexts.length; - for ( ; i < len; i++ ) { - Sizzle( selector, contexts[i], results ); - } - return results; -} - -function condense( unmatched, map, filter, context, xml ) { - var elem, - newUnmatched = [], - i = 0, - len = unmatched.length, - mapped = map != null; - - for ( ; i < len; i++ ) { - if ( (elem = unmatched[i]) ) { - if ( !filter || filter( elem, context, xml ) ) { - newUnmatched.push( elem ); - if ( mapped ) { - map.push( i ); - } - } - } - } - - return newUnmatched; -} - -function setMatcher( preFilter, selector, matcher, postFilter, postFinder, postSelector ) { - if ( postFilter && !postFilter[ expando ] ) { - postFilter = setMatcher( postFilter ); - } - if ( postFinder && !postFinder[ expando ] ) { - postFinder = setMatcher( postFinder, postSelector ); - } - return markFunction(function( seed, results, context, xml ) { - var temp, i, elem, - preMap = [], - postMap = [], - preexisting = results.length, - - // Get initial elements from seed or context - elems = seed || multipleContexts( selector || "*", context.nodeType ? [ context ] : context, [] ), - - // Prefilter to get matcher input, preserving a map for seed-results synchronization - matcherIn = preFilter && ( seed || !selector ) ? - condense( elems, preMap, preFilter, context, xml ) : - elems, - - matcherOut = matcher ? - // If we have a postFinder, or filtered seed, or non-seed postFilter or preexisting results, - postFinder || ( seed ? preFilter : preexisting || postFilter ) ? - - // ...intermediate processing is necessary - [] : - - // ...otherwise use results directly - results : - matcherIn; - - // Find primary matches - if ( matcher ) { - matcher( matcherIn, matcherOut, context, xml ); - } - - // Apply postFilter - if ( postFilter ) { - temp = condense( matcherOut, postMap ); - postFilter( temp, [], context, xml ); - - // Un-match failing elements by moving them back to matcherIn - i = temp.length; - while ( i-- ) { - if ( (elem = temp[i]) ) { - matcherOut[ postMap[i] ] = !(matcherIn[ postMap[i] ] = elem); - } - } - } - - if ( seed ) { - if ( postFinder || preFilter ) { - if ( postFinder ) { - // Get the final matcherOut by condensing this intermediate into postFinder contexts - temp = []; - i = matcherOut.length; - while ( i-- ) { - if ( (elem = matcherOut[i]) ) { - // Restore matcherIn since elem is not yet a final match - temp.push( (matcherIn[i] = elem) ); - } - } - postFinder( null, (matcherOut = []), temp, xml ); - } - - // Move matched elements from seed to results to keep them synchronized - i = matcherOut.length; - while ( i-- ) { - if ( (elem = matcherOut[i]) && - (temp = postFinder ? indexOf( seed, elem ) : preMap[i]) > -1 ) { - - seed[temp] = !(results[temp] = elem); - } - } - } - - // Add elements to results, through postFinder if defined - } else { - matcherOut = condense( - matcherOut === results ? - matcherOut.splice( preexisting, matcherOut.length ) : - matcherOut - ); - if ( postFinder ) { - postFinder( null, results, matcherOut, xml ); - } else { - push.apply( results, matcherOut ); - } - } - }); -} - -function matcherFromTokens( tokens ) { - var checkContext, matcher, j, - len = tokens.length, - leadingRelative = Expr.relative[ tokens[0].type ], - implicitRelative = leadingRelative || Expr.relative[" "], - i = leadingRelative ? 1 : 0, - - // The foundational matcher ensures that elements are reachable from top-level context(s) - matchContext = addCombinator( function( elem ) { - return elem === checkContext; - }, implicitRelative, true ), - matchAnyContext = addCombinator( function( elem ) { - return indexOf( checkContext, elem ) > -1; - }, implicitRelative, true ), - matchers = [ function( elem, context, xml ) { - var ret = ( !leadingRelative && ( xml || context !== outermostContext ) ) || ( - (checkContext = context).nodeType ? - matchContext( elem, context, xml ) : - matchAnyContext( elem, context, xml ) ); - // Avoid hanging onto element (issue #299) - checkContext = null; - return ret; - } ]; - - for ( ; i < len; i++ ) { - if ( (matcher = Expr.relative[ tokens[i].type ]) ) { - matchers = [ addCombinator(elementMatcher( matchers ), matcher) ]; - } else { - matcher = Expr.filter[ tokens[i].type ].apply( null, tokens[i].matches ); - - // Return special upon seeing a positional matcher - if ( matcher[ expando ] ) { - // Find the next relative operator (if any) for proper handling - j = ++i; - for ( ; j < len; j++ ) { - if ( Expr.relative[ tokens[j].type ] ) { - break; - } - } - return setMatcher( - i > 1 && elementMatcher( matchers ), - i > 1 && toSelector( - // If the preceding token was a descendant combinator, insert an implicit any-element `*` - tokens.slice( 0, i - 1 ).concat({ value: tokens[ i - 2 ].type === " " ? "*" : "" }) - ).replace( rtrim, "$1" ), - matcher, - i < j && matcherFromTokens( tokens.slice( i, j ) ), - j < len && matcherFromTokens( (tokens = tokens.slice( j )) ), - j < len && toSelector( tokens ) - ); - } - matchers.push( matcher ); - } - } - - return elementMatcher( matchers ); -} - -function matcherFromGroupMatchers( elementMatchers, setMatchers ) { - var bySet = setMatchers.length > 0, - byElement = elementMatchers.length > 0, - superMatcher = function( seed, context, xml, results, outermost ) { - var elem, j, matcher, - matchedCount = 0, - i = "0", - unmatched = seed && [], - setMatched = [], - contextBackup = outermostContext, - // We must always have either seed elements or outermost context - elems = seed || byElement && Expr.find["TAG"]( "*", outermost ), - // Use integer dirruns iff this is the outermost matcher - dirrunsUnique = (dirruns += contextBackup == null ? 1 : Math.random() || 0.1), - len = elems.length; - - if ( outermost ) { - outermostContext = context === document || context || outermost; - } - - // Add elements passing elementMatchers directly to results - // Support: IE<9, Safari - // Tolerate NodeList properties (IE: "length"; Safari: ) matching elements by id - for ( ; i !== len && (elem = elems[i]) != null; i++ ) { - if ( byElement && elem ) { - j = 0; - if ( !context && elem.ownerDocument !== document ) { - setDocument( elem ); - xml = !documentIsHTML; - } - while ( (matcher = elementMatchers[j++]) ) { - if ( matcher( elem, context || document, xml) ) { - results.push( elem ); - break; - } - } - if ( outermost ) { - dirruns = dirrunsUnique; - } - } - - // Track unmatched elements for set filters - if ( bySet ) { - // They will have gone through all possible matchers - if ( (elem = !matcher && elem) ) { - matchedCount--; - } - - // Lengthen the array for every element, matched or not - if ( seed ) { - unmatched.push( elem ); - } - } - } - - // `i` is now the count of elements visited above, and adding it to `matchedCount` - // makes the latter nonnegative. - matchedCount += i; - - // Apply set filters to unmatched elements - // NOTE: This can be skipped if there are no unmatched elements (i.e., `matchedCount` - // equals `i`), unless we didn't visit _any_ elements in the above loop because we have - // no element matchers and no seed. - // Incrementing an initially-string "0" `i` allows `i` to remain a string only in that - // case, which will result in a "00" `matchedCount` that differs from `i` but is also - // numerically zero. - if ( bySet && i !== matchedCount ) { - j = 0; - while ( (matcher = setMatchers[j++]) ) { - matcher( unmatched, setMatched, context, xml ); - } - - if ( seed ) { - // Reintegrate element matches to eliminate the need for sorting - if ( matchedCount > 0 ) { - while ( i-- ) { - if ( !(unmatched[i] || setMatched[i]) ) { - setMatched[i] = pop.call( results ); - } - } - } - - // Discard index placeholder values to get only actual matches - setMatched = condense( setMatched ); - } - - // Add matches to results - push.apply( results, setMatched ); - - // Seedless set matches succeeding multiple successful matchers stipulate sorting - if ( outermost && !seed && setMatched.length > 0 && - ( matchedCount + setMatchers.length ) > 1 ) { - - Sizzle.uniqueSort( results ); - } - } - - // Override manipulation of globals by nested matchers - if ( outermost ) { - dirruns = dirrunsUnique; - outermostContext = contextBackup; - } - - return unmatched; - }; - - return bySet ? - markFunction( superMatcher ) : - superMatcher; -} - -compile = Sizzle.compile = function( selector, match /* Internal Use Only */ ) { - var i, - setMatchers = [], - elementMatchers = [], - cached = compilerCache[ selector + " " ]; - - if ( !cached ) { - // Generate a function of recursive functions that can be used to check each element - if ( !match ) { - match = tokenize( selector ); - } - i = match.length; - while ( i-- ) { - cached = matcherFromTokens( match[i] ); - if ( cached[ expando ] ) { - setMatchers.push( cached ); - } else { - elementMatchers.push( cached ); - } - } - - // Cache the compiled function - cached = compilerCache( selector, matcherFromGroupMatchers( elementMatchers, setMatchers ) ); - - // Save selector and tokenization - cached.selector = selector; - } - return cached; -}; - -/** - * A low-level selection function that works with Sizzle's compiled - * selector functions - * @param {String|Function} selector A selector or a pre-compiled - * selector function built with Sizzle.compile - * @param {Element} context - * @param {Array} [results] - * @param {Array} [seed] A set of elements to match against - */ -select = Sizzle.select = function( selector, context, results, seed ) { - var i, tokens, token, type, find, - compiled = typeof selector === "function" && selector, - match = !seed && tokenize( (selector = compiled.selector || selector) ); - - results = results || []; - - // Try to minimize operations if there is only one selector in the list and no seed - // (the latter of which guarantees us context) - if ( match.length === 1 ) { - - // Reduce context if the leading compound selector is an ID - tokens = match[0] = match[0].slice( 0 ); - if ( tokens.length > 2 && (token = tokens[0]).type === "ID" && - context.nodeType === 9 && documentIsHTML && Expr.relative[ tokens[1].type ] ) { - - context = ( Expr.find["ID"]( token.matches[0].replace(runescape, funescape), context ) || [] )[0]; - if ( !context ) { - return results; - - // Precompiled matchers will still verify ancestry, so step up a level - } else if ( compiled ) { - context = context.parentNode; - } - - selector = selector.slice( tokens.shift().value.length ); - } - - // Fetch a seed set for right-to-left matching - i = matchExpr["needsContext"].test( selector ) ? 0 : tokens.length; - while ( i-- ) { - token = tokens[i]; - - // Abort if we hit a combinator - if ( Expr.relative[ (type = token.type) ] ) { - break; - } - if ( (find = Expr.find[ type ]) ) { - // Search, expanding context for leading sibling combinators - if ( (seed = find( - token.matches[0].replace( runescape, funescape ), - rsibling.test( tokens[0].type ) && testContext( context.parentNode ) || context - )) ) { - - // If seed is empty or no tokens remain, we can return early - tokens.splice( i, 1 ); - selector = seed.length && toSelector( tokens ); - if ( !selector ) { - push.apply( results, seed ); - return results; - } - - break; - } - } - } - } - - // Compile and execute a filtering function if one is not provided - // Provide `match` to avoid retokenization if we modified the selector above - ( compiled || compile( selector, match ) )( - seed, - context, - !documentIsHTML, - results, - !context || rsibling.test( selector ) && testContext( context.parentNode ) || context - ); - return results; -}; - -// One-time assignments - -// Sort stability -support.sortStable = expando.split("").sort( sortOrder ).join("") === expando; - -// Support: Chrome 14-35+ -// Always assume duplicates if they aren't passed to the comparison function -support.detectDuplicates = !!hasDuplicate; - -// Initialize against the default document -setDocument(); - -// Support: Webkit<537.32 - Safari 6.0.3/Chrome 25 (fixed in Chrome 27) -// Detached nodes confoundingly follow *each other* -support.sortDetached = assert(function( el ) { - // Should return 1, but returns 4 (following) - return el.compareDocumentPosition( document.createElement("fieldset") ) & 1; -}); - -// Support: IE<8 -// Prevent attribute/property "interpolation" -// https://msdn.microsoft.com/en-us/library/ms536429%28VS.85%29.aspx -if ( !assert(function( el ) { - el.innerHTML = ""; - return el.firstChild.getAttribute("href") === "#" ; -}) ) { - addHandle( "type|href|height|width", function( elem, name, isXML ) { - if ( !isXML ) { - return elem.getAttribute( name, name.toLowerCase() === "type" ? 1 : 2 ); - } - }); -} - -// Support: IE<9 -// Use defaultValue in place of getAttribute("value") -if ( !support.attributes || !assert(function( el ) { - el.innerHTML = ""; - el.firstChild.setAttribute( "value", "" ); - return el.firstChild.getAttribute( "value" ) === ""; -}) ) { - addHandle( "value", function( elem, name, isXML ) { - if ( !isXML && elem.nodeName.toLowerCase() === "input" ) { - return elem.defaultValue; - } - }); -} - -// Support: IE<9 -// Use getAttributeNode to fetch booleans when getAttribute lies -if ( !assert(function( el ) { - return el.getAttribute("disabled") == null; -}) ) { - addHandle( booleans, function( elem, name, isXML ) { - var val; - if ( !isXML ) { - return elem[ name ] === true ? name.toLowerCase() : - (val = elem.getAttributeNode( name )) && val.specified ? - val.value : - null; - } - }); -} - -return Sizzle; - -})( window ); - - - -jQuery.find = Sizzle; -jQuery.expr = Sizzle.selectors; - -// Deprecated -jQuery.expr[ ":" ] = jQuery.expr.pseudos; -jQuery.uniqueSort = jQuery.unique = Sizzle.uniqueSort; -jQuery.text = Sizzle.getText; -jQuery.isXMLDoc = Sizzle.isXML; -jQuery.contains = Sizzle.contains; -jQuery.escapeSelector = Sizzle.escape; - - - - -var dir = function( elem, dir, until ) { - var matched = [], - truncate = until !== undefined; - - while ( ( elem = elem[ dir ] ) && elem.nodeType !== 9 ) { - if ( elem.nodeType === 1 ) { - if ( truncate && jQuery( elem ).is( until ) ) { - break; - } - matched.push( elem ); - } - } - return matched; -}; - - -var siblings = function( n, elem ) { - var matched = []; - - for ( ; n; n = n.nextSibling ) { - if ( n.nodeType === 1 && n !== elem ) { - matched.push( n ); - } - } - - return matched; -}; - - -var rneedsContext = jQuery.expr.match.needsContext; - - - -function nodeName( elem, name ) { - - return elem.nodeName && elem.nodeName.toLowerCase() === name.toLowerCase(); - -}; -var rsingleTag = ( /^<([a-z][^\/\0>:\x20\t\r\n\f]*)[\x20\t\r\n\f]*\/?>(?:<\/\1>|)$/i ); - - - -var risSimple = /^.[^:#\[\.,]*$/; - -// Implement the identical functionality for filter and not -function winnow( elements, qualifier, not ) { - if ( jQuery.isFunction( qualifier ) ) { - return jQuery.grep( elements, function( elem, i ) { - return !!qualifier.call( elem, i, elem ) !== not; - } ); - } - - // Single element - if ( qualifier.nodeType ) { - return jQuery.grep( elements, function( elem ) { - return ( elem === qualifier ) !== not; - } ); - } - - // Arraylike of elements (jQuery, arguments, Array) - if ( typeof qualifier !== "string" ) { - return jQuery.grep( elements, function( elem ) { - return ( indexOf.call( qualifier, elem ) > -1 ) !== not; - } ); - } - - // Simple selector that can be filtered directly, removing non-Elements - if ( risSimple.test( qualifier ) ) { - return jQuery.filter( qualifier, elements, not ); - } - - // Complex selector, compare the two sets, removing non-Elements - qualifier = jQuery.filter( qualifier, elements ); - return jQuery.grep( elements, function( elem ) { - return ( indexOf.call( qualifier, elem ) > -1 ) !== not && elem.nodeType === 1; - } ); -} - -jQuery.filter = function( expr, elems, not ) { - var elem = elems[ 0 ]; - - if ( not ) { - expr = ":not(" + expr + ")"; - } - - if ( elems.length === 1 && elem.nodeType === 1 ) { - return jQuery.find.matchesSelector( elem, expr ) ? [ elem ] : []; - } - - return jQuery.find.matches( expr, jQuery.grep( elems, function( elem ) { - return elem.nodeType === 1; - } ) ); -}; - -jQuery.fn.extend( { - find: function( selector ) { - var i, ret, - len = this.length, - self = this; - - if ( typeof selector !== "string" ) { - return this.pushStack( jQuery( selector ).filter( function() { - for ( i = 0; i < len; i++ ) { - if ( jQuery.contains( self[ i ], this ) ) { - return true; - } - } - } ) ); - } - - ret = this.pushStack( [] ); - - for ( i = 0; i < len; i++ ) { - jQuery.find( selector, self[ i ], ret ); - } - - return len > 1 ? jQuery.uniqueSort( ret ) : ret; - }, - filter: function( selector ) { - return this.pushStack( winnow( this, selector || [], false ) ); - }, - not: function( selector ) { - return this.pushStack( winnow( this, selector || [], true ) ); - }, - is: function( selector ) { - return !!winnow( - this, - - // If this is a positional/relative selector, check membership in the returned set - // so $("p:first").is("p:last") won't return true for a doc with two "p". - typeof selector === "string" && rneedsContext.test( selector ) ? - jQuery( selector ) : - selector || [], - false - ).length; - } -} ); - - -// Initialize a jQuery object - - -// A central reference to the root jQuery(document) -var rootjQuery, - - // A simple way to check for HTML strings - // Prioritize #id over to avoid XSS via location.hash (#9521) - // Strict HTML recognition (#11290: must start with <) - // Shortcut simple #id case for speed - rquickExpr = /^(?:\s*(<[\w\W]+>)[^>]*|#([\w-]+))$/, - - init = jQuery.fn.init = function( selector, context, root ) { - var match, elem; - - // HANDLE: $(""), $(null), $(undefined), $(false) - if ( !selector ) { - return this; - } - - // Method init() accepts an alternate rootjQuery - // so migrate can support jQuery.sub (gh-2101) - root = root || rootjQuery; - - // Handle HTML strings - if ( typeof selector === "string" ) { - if ( selector[ 0 ] === "<" && - selector[ selector.length - 1 ] === ">" && - selector.length >= 3 ) { - - // Assume that strings that start and end with <> are HTML and skip the regex check - match = [ null, selector, null ]; - - } else { - match = rquickExpr.exec( selector ); - } - - // Match html or make sure no context is specified for #id - if ( match && ( match[ 1 ] || !context ) ) { - - // HANDLE: $(html) -> $(array) - if ( match[ 1 ] ) { - context = context instanceof jQuery ? context[ 0 ] : context; - - // Option to run scripts is true for back-compat - // Intentionally let the error be thrown if parseHTML is not present - jQuery.merge( this, jQuery.parseHTML( - match[ 1 ], - context && context.nodeType ? context.ownerDocument || context : document, - true - ) ); - - // HANDLE: $(html, props) - if ( rsingleTag.test( match[ 1 ] ) && jQuery.isPlainObject( context ) ) { - for ( match in context ) { - - // Properties of context are called as methods if possible - if ( jQuery.isFunction( this[ match ] ) ) { - this[ match ]( context[ match ] ); - - // ...and otherwise set as attributes - } else { - this.attr( match, context[ match ] ); - } - } - } - - return this; - - // HANDLE: $(#id) - } else { - elem = document.getElementById( match[ 2 ] ); - - if ( elem ) { - - // Inject the element directly into the jQuery object - this[ 0 ] = elem; - this.length = 1; - } - return this; - } - - // HANDLE: $(expr, $(...)) - } else if ( !context || context.jquery ) { - return ( context || root ).find( selector ); - - // HANDLE: $(expr, context) - // (which is just equivalent to: $(context).find(expr) - } else { - return this.constructor( context ).find( selector ); - } - - // HANDLE: $(DOMElement) - } else if ( selector.nodeType ) { - this[ 0 ] = selector; - this.length = 1; - return this; - - // HANDLE: $(function) - // Shortcut for document ready - } else if ( jQuery.isFunction( selector ) ) { - return root.ready !== undefined ? - root.ready( selector ) : - - // Execute immediately if ready is not present - selector( jQuery ); - } - - return jQuery.makeArray( selector, this ); - }; - -// Give the init function the jQuery prototype for later instantiation -init.prototype = jQuery.fn; - -// Initialize central reference -rootjQuery = jQuery( document ); - - -var rparentsprev = /^(?:parents|prev(?:Until|All))/, - - // Methods guaranteed to produce a unique set when starting from a unique set - guaranteedUnique = { - children: true, - contents: true, - next: true, - prev: true - }; - -jQuery.fn.extend( { - has: function( target ) { - var targets = jQuery( target, this ), - l = targets.length; - - return this.filter( function() { - var i = 0; - for ( ; i < l; i++ ) { - if ( jQuery.contains( this, targets[ i ] ) ) { - return true; - } - } - } ); - }, - - closest: function( selectors, context ) { - var cur, - i = 0, - l = this.length, - matched = [], - targets = typeof selectors !== "string" && jQuery( selectors ); - - // Positional selectors never match, since there's no _selection_ context - if ( !rneedsContext.test( selectors ) ) { - for ( ; i < l; i++ ) { - for ( cur = this[ i ]; cur && cur !== context; cur = cur.parentNode ) { - - // Always skip document fragments - if ( cur.nodeType < 11 && ( targets ? - targets.index( cur ) > -1 : - - // Don't pass non-elements to Sizzle - cur.nodeType === 1 && - jQuery.find.matchesSelector( cur, selectors ) ) ) { - - matched.push( cur ); - break; - } - } - } - } - - return this.pushStack( matched.length > 1 ? jQuery.uniqueSort( matched ) : matched ); - }, - - // Determine the position of an element within the set - index: function( elem ) { - - // No argument, return index in parent - if ( !elem ) { - return ( this[ 0 ] && this[ 0 ].parentNode ) ? this.first().prevAll().length : -1; - } - - // Index in selector - if ( typeof elem === "string" ) { - return indexOf.call( jQuery( elem ), this[ 0 ] ); - } - - // Locate the position of the desired element - return indexOf.call( this, - - // If it receives a jQuery object, the first element is used - elem.jquery ? elem[ 0 ] : elem - ); - }, - - add: function( selector, context ) { - return this.pushStack( - jQuery.uniqueSort( - jQuery.merge( this.get(), jQuery( selector, context ) ) - ) - ); - }, - - addBack: function( selector ) { - return this.add( selector == null ? - this.prevObject : this.prevObject.filter( selector ) - ); - } -} ); - -function sibling( cur, dir ) { - while ( ( cur = cur[ dir ] ) && cur.nodeType !== 1 ) {} - return cur; -} - -jQuery.each( { - parent: function( elem ) { - var parent = elem.parentNode; - return parent && parent.nodeType !== 11 ? parent : null; - }, - parents: function( elem ) { - return dir( elem, "parentNode" ); - }, - parentsUntil: function( elem, i, until ) { - return dir( elem, "parentNode", until ); - }, - next: function( elem ) { - return sibling( elem, "nextSibling" ); - }, - prev: function( elem ) { - return sibling( elem, "previousSibling" ); - }, - nextAll: function( elem ) { - return dir( elem, "nextSibling" ); - }, - prevAll: function( elem ) { - return dir( elem, "previousSibling" ); - }, - nextUntil: function( elem, i, until ) { - return dir( elem, "nextSibling", until ); - }, - prevUntil: function( elem, i, until ) { - return dir( elem, "previousSibling", until ); - }, - siblings: function( elem ) { - return siblings( ( elem.parentNode || {} ).firstChild, elem ); - }, - children: function( elem ) { - return siblings( elem.firstChild ); - }, - contents: function( elem ) { - if ( nodeName( elem, "iframe" ) ) { - return elem.contentDocument; - } - - // Support: IE 9 - 11 only, iOS 7 only, Android Browser <=4.3 only - // Treat the template element as a regular one in browsers that - // don't support it. - if ( nodeName( elem, "template" ) ) { - elem = elem.content || elem; - } - - return jQuery.merge( [], elem.childNodes ); - } -}, function( name, fn ) { - jQuery.fn[ name ] = function( until, selector ) { - var matched = jQuery.map( this, fn, until ); - - if ( name.slice( -5 ) !== "Until" ) { - selector = until; - } - - if ( selector && typeof selector === "string" ) { - matched = jQuery.filter( selector, matched ); - } - - if ( this.length > 1 ) { - - // Remove duplicates - if ( !guaranteedUnique[ name ] ) { - jQuery.uniqueSort( matched ); - } - - // Reverse order for parents* and prev-derivatives - if ( rparentsprev.test( name ) ) { - matched.reverse(); - } - } - - return this.pushStack( matched ); - }; -} ); -var rnothtmlwhite = ( /[^\x20\t\r\n\f]+/g ); - - - -// Convert String-formatted options into Object-formatted ones -function createOptions( options ) { - var object = {}; - jQuery.each( options.match( rnothtmlwhite ) || [], function( _, flag ) { - object[ flag ] = true; - } ); - return object; -} - -/* - * Create a callback list using the following parameters: - * - * options: an optional list of space-separated options that will change how - * the callback list behaves or a more traditional option object - * - * By default a callback list will act like an event callback list and can be - * "fired" multiple times. - * - * Possible options: - * - * once: will ensure the callback list can only be fired once (like a Deferred) - * - * memory: will keep track of previous values and will call any callback added - * after the list has been fired right away with the latest "memorized" - * values (like a Deferred) - * - * unique: will ensure a callback can only be added once (no duplicate in the list) - * - * stopOnFalse: interrupt callings when a callback returns false - * - */ -jQuery.Callbacks = function( options ) { - - // Convert options from String-formatted to Object-formatted if needed - // (we check in cache first) - options = typeof options === "string" ? - createOptions( options ) : - jQuery.extend( {}, options ); - - var // Flag to know if list is currently firing - firing, - - // Last fire value for non-forgettable lists - memory, - - // Flag to know if list was already fired - fired, - - // Flag to prevent firing - locked, - - // Actual callback list - list = [], - - // Queue of execution data for repeatable lists - queue = [], - - // Index of currently firing callback (modified by add/remove as needed) - firingIndex = -1, - - // Fire callbacks - fire = function() { - - // Enforce single-firing - locked = locked || options.once; - - // Execute callbacks for all pending executions, - // respecting firingIndex overrides and runtime changes - fired = firing = true; - for ( ; queue.length; firingIndex = -1 ) { - memory = queue.shift(); - while ( ++firingIndex < list.length ) { - - // Run callback and check for early termination - if ( list[ firingIndex ].apply( memory[ 0 ], memory[ 1 ] ) === false && - options.stopOnFalse ) { - - // Jump to end and forget the data so .add doesn't re-fire - firingIndex = list.length; - memory = false; - } - } - } - - // Forget the data if we're done with it - if ( !options.memory ) { - memory = false; - } - - firing = false; - - // Clean up if we're done firing for good - if ( locked ) { - - // Keep an empty list if we have data for future add calls - if ( memory ) { - list = []; - - // Otherwise, this object is spent - } else { - list = ""; - } - } - }, - - // Actual Callbacks object - self = { - - // Add a callback or a collection of callbacks to the list - add: function() { - if ( list ) { - - // If we have memory from a past run, we should fire after adding - if ( memory && !firing ) { - firingIndex = list.length - 1; - queue.push( memory ); - } - - ( function add( args ) { - jQuery.each( args, function( _, arg ) { - if ( jQuery.isFunction( arg ) ) { - if ( !options.unique || !self.has( arg ) ) { - list.push( arg ); - } - } else if ( arg && arg.length && jQuery.type( arg ) !== "string" ) { - - // Inspect recursively - add( arg ); - } - } ); - } )( arguments ); - - if ( memory && !firing ) { - fire(); - } - } - return this; - }, - - // Remove a callback from the list - remove: function() { - jQuery.each( arguments, function( _, arg ) { - var index; - while ( ( index = jQuery.inArray( arg, list, index ) ) > -1 ) { - list.splice( index, 1 ); - - // Handle firing indexes - if ( index <= firingIndex ) { - firingIndex--; - } - } - } ); - return this; - }, - - // Check if a given callback is in the list. - // If no argument is given, return whether or not list has callbacks attached. - has: function( fn ) { - return fn ? - jQuery.inArray( fn, list ) > -1 : - list.length > 0; - }, - - // Remove all callbacks from the list - empty: function() { - if ( list ) { - list = []; - } - return this; - }, - - // Disable .fire and .add - // Abort any current/pending executions - // Clear all callbacks and values - disable: function() { - locked = queue = []; - list = memory = ""; - return this; - }, - disabled: function() { - return !list; - }, - - // Disable .fire - // Also disable .add unless we have memory (since it would have no effect) - // Abort any pending executions - lock: function() { - locked = queue = []; - if ( !memory && !firing ) { - list = memory = ""; - } - return this; - }, - locked: function() { - return !!locked; - }, - - // Call all callbacks with the given context and arguments - fireWith: function( context, args ) { - if ( !locked ) { - args = args || []; - args = [ context, args.slice ? args.slice() : args ]; - queue.push( args ); - if ( !firing ) { - fire(); - } - } - return this; - }, - - // Call all the callbacks with the given arguments - fire: function() { - self.fireWith( this, arguments ); - return this; - }, - - // To know if the callbacks have already been called at least once - fired: function() { - return !!fired; - } - }; - - return self; -}; - - -function Identity( v ) { - return v; -} -function Thrower( ex ) { - throw ex; -} - -function adoptValue( value, resolve, reject, noValue ) { - var method; - - try { - - // Check for promise aspect first to privilege synchronous behavior - if ( value && jQuery.isFunction( ( method = value.promise ) ) ) { - method.call( value ).done( resolve ).fail( reject ); - - // Other thenables - } else if ( value && jQuery.isFunction( ( method = value.then ) ) ) { - method.call( value, resolve, reject ); - - // Other non-thenables - } else { - - // Control `resolve` arguments by letting Array#slice cast boolean `noValue` to integer: - // * false: [ value ].slice( 0 ) => resolve( value ) - // * true: [ value ].slice( 1 ) => resolve() - resolve.apply( undefined, [ value ].slice( noValue ) ); - } - - // For Promises/A+, convert exceptions into rejections - // Since jQuery.when doesn't unwrap thenables, we can skip the extra checks appearing in - // Deferred#then to conditionally suppress rejection. - } catch ( value ) { - - // Support: Android 4.0 only - // Strict mode functions invoked without .call/.apply get global-object context - reject.apply( undefined, [ value ] ); - } -} - -jQuery.extend( { - - Deferred: function( func ) { - var tuples = [ - - // action, add listener, callbacks, - // ... .then handlers, argument index, [final state] - [ "notify", "progress", jQuery.Callbacks( "memory" ), - jQuery.Callbacks( "memory" ), 2 ], - [ "resolve", "done", jQuery.Callbacks( "once memory" ), - jQuery.Callbacks( "once memory" ), 0, "resolved" ], - [ "reject", "fail", jQuery.Callbacks( "once memory" ), - jQuery.Callbacks( "once memory" ), 1, "rejected" ] - ], - state = "pending", - promise = { - state: function() { - return state; - }, - always: function() { - deferred.done( arguments ).fail( arguments ); - return this; - }, - "catch": function( fn ) { - return promise.then( null, fn ); - }, - - // Keep pipe for back-compat - pipe: function( /* fnDone, fnFail, fnProgress */ ) { - var fns = arguments; - - return jQuery.Deferred( function( newDefer ) { - jQuery.each( tuples, function( i, tuple ) { - - // Map tuples (progress, done, fail) to arguments (done, fail, progress) - var fn = jQuery.isFunction( fns[ tuple[ 4 ] ] ) && fns[ tuple[ 4 ] ]; - - // deferred.progress(function() { bind to newDefer or newDefer.notify }) - // deferred.done(function() { bind to newDefer or newDefer.resolve }) - // deferred.fail(function() { bind to newDefer or newDefer.reject }) - deferred[ tuple[ 1 ] ]( function() { - var returned = fn && fn.apply( this, arguments ); - if ( returned && jQuery.isFunction( returned.promise ) ) { - returned.promise() - .progress( newDefer.notify ) - .done( newDefer.resolve ) - .fail( newDefer.reject ); - } else { - newDefer[ tuple[ 0 ] + "With" ]( - this, - fn ? [ returned ] : arguments - ); - } - } ); - } ); - fns = null; - } ).promise(); - }, - then: function( onFulfilled, onRejected, onProgress ) { - var maxDepth = 0; - function resolve( depth, deferred, handler, special ) { - return function() { - var that = this, - args = arguments, - mightThrow = function() { - var returned, then; - - // Support: Promises/A+ section 2.3.3.3.3 - // https://promisesaplus.com/#point-59 - // Ignore double-resolution attempts - if ( depth < maxDepth ) { - return; - } - - returned = handler.apply( that, args ); - - // Support: Promises/A+ section 2.3.1 - // https://promisesaplus.com/#point-48 - if ( returned === deferred.promise() ) { - throw new TypeError( "Thenable self-resolution" ); - } - - // Support: Promises/A+ sections 2.3.3.1, 3.5 - // https://promisesaplus.com/#point-54 - // https://promisesaplus.com/#point-75 - // Retrieve `then` only once - then = returned && - - // Support: Promises/A+ section 2.3.4 - // https://promisesaplus.com/#point-64 - // Only check objects and functions for thenability - ( typeof returned === "object" || - typeof returned === "function" ) && - returned.then; - - // Handle a returned thenable - if ( jQuery.isFunction( then ) ) { - - // Special processors (notify) just wait for resolution - if ( special ) { - then.call( - returned, - resolve( maxDepth, deferred, Identity, special ), - resolve( maxDepth, deferred, Thrower, special ) - ); - - // Normal processors (resolve) also hook into progress - } else { - - // ...and disregard older resolution values - maxDepth++; - - then.call( - returned, - resolve( maxDepth, deferred, Identity, special ), - resolve( maxDepth, deferred, Thrower, special ), - resolve( maxDepth, deferred, Identity, - deferred.notifyWith ) - ); - } - - // Handle all other returned values - } else { - - // Only substitute handlers pass on context - // and multiple values (non-spec behavior) - if ( handler !== Identity ) { - that = undefined; - args = [ returned ]; - } - - // Process the value(s) - // Default process is resolve - ( special || deferred.resolveWith )( that, args ); - } - }, - - // Only normal processors (resolve) catch and reject exceptions - process = special ? - mightThrow : - function() { - try { - mightThrow(); - } catch ( e ) { - - if ( jQuery.Deferred.exceptionHook ) { - jQuery.Deferred.exceptionHook( e, - process.stackTrace ); - } - - // Support: Promises/A+ section 2.3.3.3.4.1 - // https://promisesaplus.com/#point-61 - // Ignore post-resolution exceptions - if ( depth + 1 >= maxDepth ) { - - // Only substitute handlers pass on context - // and multiple values (non-spec behavior) - if ( handler !== Thrower ) { - that = undefined; - args = [ e ]; - } - - deferred.rejectWith( that, args ); - } - } - }; - - // Support: Promises/A+ section 2.3.3.3.1 - // https://promisesaplus.com/#point-57 - // Re-resolve promises immediately to dodge false rejection from - // subsequent errors - if ( depth ) { - process(); - } else { - - // Call an optional hook to record the stack, in case of exception - // since it's otherwise lost when execution goes async - if ( jQuery.Deferred.getStackHook ) { - process.stackTrace = jQuery.Deferred.getStackHook(); - } - window.setTimeout( process ); - } - }; - } - - return jQuery.Deferred( function( newDefer ) { - - // progress_handlers.add( ... ) - tuples[ 0 ][ 3 ].add( - resolve( - 0, - newDefer, - jQuery.isFunction( onProgress ) ? - onProgress : - Identity, - newDefer.notifyWith - ) - ); - - // fulfilled_handlers.add( ... ) - tuples[ 1 ][ 3 ].add( - resolve( - 0, - newDefer, - jQuery.isFunction( onFulfilled ) ? - onFulfilled : - Identity - ) - ); - - // rejected_handlers.add( ... ) - tuples[ 2 ][ 3 ].add( - resolve( - 0, - newDefer, - jQuery.isFunction( onRejected ) ? - onRejected : - Thrower - ) - ); - } ).promise(); - }, - - // Get a promise for this deferred - // If obj is provided, the promise aspect is added to the object - promise: function( obj ) { - return obj != null ? jQuery.extend( obj, promise ) : promise; - } - }, - deferred = {}; - - // Add list-specific methods - jQuery.each( tuples, function( i, tuple ) { - var list = tuple[ 2 ], - stateString = tuple[ 5 ]; - - // promise.progress = list.add - // promise.done = list.add - // promise.fail = list.add - promise[ tuple[ 1 ] ] = list.add; - - // Handle state - if ( stateString ) { - list.add( - function() { - - // state = "resolved" (i.e., fulfilled) - // state = "rejected" - state = stateString; - }, - - // rejected_callbacks.disable - // fulfilled_callbacks.disable - tuples[ 3 - i ][ 2 ].disable, - - // progress_callbacks.lock - tuples[ 0 ][ 2 ].lock - ); - } - - // progress_handlers.fire - // fulfilled_handlers.fire - // rejected_handlers.fire - list.add( tuple[ 3 ].fire ); - - // deferred.notify = function() { deferred.notifyWith(...) } - // deferred.resolve = function() { deferred.resolveWith(...) } - // deferred.reject = function() { deferred.rejectWith(...) } - deferred[ tuple[ 0 ] ] = function() { - deferred[ tuple[ 0 ] + "With" ]( this === deferred ? undefined : this, arguments ); - return this; - }; - - // deferred.notifyWith = list.fireWith - // deferred.resolveWith = list.fireWith - // deferred.rejectWith = list.fireWith - deferred[ tuple[ 0 ] + "With" ] = list.fireWith; - } ); - - // Make the deferred a promise - promise.promise( deferred ); - - // Call given func if any - if ( func ) { - func.call( deferred, deferred ); - } - - // All done! - return deferred; - }, - - // Deferred helper - when: function( singleValue ) { - var - - // count of uncompleted subordinates - remaining = arguments.length, - - // count of unprocessed arguments - i = remaining, - - // subordinate fulfillment data - resolveContexts = Array( i ), - resolveValues = slice.call( arguments ), - - // the master Deferred - master = jQuery.Deferred(), - - // subordinate callback factory - updateFunc = function( i ) { - return function( value ) { - resolveContexts[ i ] = this; - resolveValues[ i ] = arguments.length > 1 ? slice.call( arguments ) : value; - if ( !( --remaining ) ) { - master.resolveWith( resolveContexts, resolveValues ); - } - }; - }; - - // Single- and empty arguments are adopted like Promise.resolve - if ( remaining <= 1 ) { - adoptValue( singleValue, master.done( updateFunc( i ) ).resolve, master.reject, - !remaining ); - - // Use .then() to unwrap secondary thenables (cf. gh-3000) - if ( master.state() === "pending" || - jQuery.isFunction( resolveValues[ i ] && resolveValues[ i ].then ) ) { - - return master.then(); - } - } - - // Multiple arguments are aggregated like Promise.all array elements - while ( i-- ) { - adoptValue( resolveValues[ i ], updateFunc( i ), master.reject ); - } - - return master.promise(); - } -} ); - - -// These usually indicate a programmer mistake during development, -// warn about them ASAP rather than swallowing them by default. -var rerrorNames = /^(Eval|Internal|Range|Reference|Syntax|Type|URI)Error$/; - -jQuery.Deferred.exceptionHook = function( error, stack ) { - - // Support: IE 8 - 9 only - // Console exists when dev tools are open, which can happen at any time - if ( window.console && window.console.warn && error && rerrorNames.test( error.name ) ) { - window.console.warn( "jQuery.Deferred exception: " + error.message, error.stack, stack ); - } -}; - - - - -jQuery.readyException = function( error ) { - window.setTimeout( function() { - throw error; - } ); -}; - - - - -// The deferred used on DOM ready -var readyList = jQuery.Deferred(); - -jQuery.fn.ready = function( fn ) { - - readyList - .then( fn ) - - // Wrap jQuery.readyException in a function so that the lookup - // happens at the time of error handling instead of callback - // registration. - .catch( function( error ) { - jQuery.readyException( error ); - } ); - - return this; -}; - -jQuery.extend( { - - // Is the DOM ready to be used? Set to true once it occurs. - isReady: false, - - // A counter to track how many items to wait for before - // the ready event fires. See #6781 - readyWait: 1, - - // Handle when the DOM is ready - ready: function( wait ) { - - // Abort if there are pending holds or we're already ready - if ( wait === true ? --jQuery.readyWait : jQuery.isReady ) { - return; - } - - // Remember that the DOM is ready - jQuery.isReady = true; - - // If a normal DOM Ready event fired, decrement, and wait if need be - if ( wait !== true && --jQuery.readyWait > 0 ) { - return; - } - - // If there are functions bound, to execute - readyList.resolveWith( document, [ jQuery ] ); - } -} ); - -jQuery.ready.then = readyList.then; - -// The ready event handler and self cleanup method -function completed() { - document.removeEventListener( "DOMContentLoaded", completed ); - window.removeEventListener( "load", completed ); - jQuery.ready(); -} - -// Catch cases where $(document).ready() is called -// after the browser event has already occurred. -// Support: IE <=9 - 10 only -// Older IE sometimes signals "interactive" too soon -if ( document.readyState === "complete" || - ( document.readyState !== "loading" && !document.documentElement.doScroll ) ) { - - // Handle it asynchronously to allow scripts the opportunity to delay ready - window.setTimeout( jQuery.ready ); - -} else { - - // Use the handy event callback - document.addEventListener( "DOMContentLoaded", completed ); - - // A fallback to window.onload, that will always work - window.addEventListener( "load", completed ); -} - - - - -// Multifunctional method to get and set values of a collection -// The value/s can optionally be executed if it's a function -var access = function( elems, fn, key, value, chainable, emptyGet, raw ) { - var i = 0, - len = elems.length, - bulk = key == null; - - // Sets many values - if ( jQuery.type( key ) === "object" ) { - chainable = true; - for ( i in key ) { - access( elems, fn, i, key[ i ], true, emptyGet, raw ); - } - - // Sets one value - } else if ( value !== undefined ) { - chainable = true; - - if ( !jQuery.isFunction( value ) ) { - raw = true; - } - - if ( bulk ) { - - // Bulk operations run against the entire set - if ( raw ) { - fn.call( elems, value ); - fn = null; - - // ...except when executing function values - } else { - bulk = fn; - fn = function( elem, key, value ) { - return bulk.call( jQuery( elem ), value ); - }; - } - } - - if ( fn ) { - for ( ; i < len; i++ ) { - fn( - elems[ i ], key, raw ? - value : - value.call( elems[ i ], i, fn( elems[ i ], key ) ) - ); - } - } - } - - if ( chainable ) { - return elems; - } - - // Gets - if ( bulk ) { - return fn.call( elems ); - } - - return len ? fn( elems[ 0 ], key ) : emptyGet; -}; -var acceptData = function( owner ) { - - // Accepts only: - // - Node - // - Node.ELEMENT_NODE - // - Node.DOCUMENT_NODE - // - Object - // - Any - return owner.nodeType === 1 || owner.nodeType === 9 || !( +owner.nodeType ); -}; - - - - -function Data() { - this.expando = jQuery.expando + Data.uid++; -} - -Data.uid = 1; - -Data.prototype = { - - cache: function( owner ) { - - // Check if the owner object already has a cache - var value = owner[ this.expando ]; - - // If not, create one - if ( !value ) { - value = {}; - - // We can accept data for non-element nodes in modern browsers, - // but we should not, see #8335. - // Always return an empty object. - if ( acceptData( owner ) ) { - - // If it is a node unlikely to be stringify-ed or looped over - // use plain assignment - if ( owner.nodeType ) { - owner[ this.expando ] = value; - - // Otherwise secure it in a non-enumerable property - // configurable must be true to allow the property to be - // deleted when data is removed - } else { - Object.defineProperty( owner, this.expando, { - value: value, - configurable: true - } ); - } - } - } - - return value; - }, - set: function( owner, data, value ) { - var prop, - cache = this.cache( owner ); - - // Handle: [ owner, key, value ] args - // Always use camelCase key (gh-2257) - if ( typeof data === "string" ) { - cache[ jQuery.camelCase( data ) ] = value; - - // Handle: [ owner, { properties } ] args - } else { - - // Copy the properties one-by-one to the cache object - for ( prop in data ) { - cache[ jQuery.camelCase( prop ) ] = data[ prop ]; - } - } - return cache; - }, - get: function( owner, key ) { - return key === undefined ? - this.cache( owner ) : - - // Always use camelCase key (gh-2257) - owner[ this.expando ] && owner[ this.expando ][ jQuery.camelCase( key ) ]; - }, - access: function( owner, key, value ) { - - // In cases where either: - // - // 1. No key was specified - // 2. A string key was specified, but no value provided - // - // Take the "read" path and allow the get method to determine - // which value to return, respectively either: - // - // 1. The entire cache object - // 2. The data stored at the key - // - if ( key === undefined || - ( ( key && typeof key === "string" ) && value === undefined ) ) { - - return this.get( owner, key ); - } - - // When the key is not a string, or both a key and value - // are specified, set or extend (existing objects) with either: - // - // 1. An object of properties - // 2. A key and value - // - this.set( owner, key, value ); - - // Since the "set" path can have two possible entry points - // return the expected data based on which path was taken[*] - return value !== undefined ? value : key; - }, - remove: function( owner, key ) { - var i, - cache = owner[ this.expando ]; - - if ( cache === undefined ) { - return; - } - - if ( key !== undefined ) { - - // Support array or space separated string of keys - if ( Array.isArray( key ) ) { - - // If key is an array of keys... - // We always set camelCase keys, so remove that. - key = key.map( jQuery.camelCase ); - } else { - key = jQuery.camelCase( key ); - - // If a key with the spaces exists, use it. - // Otherwise, create an array by matching non-whitespace - key = key in cache ? - [ key ] : - ( key.match( rnothtmlwhite ) || [] ); - } - - i = key.length; - - while ( i-- ) { - delete cache[ key[ i ] ]; - } - } - - // Remove the expando if there's no more data - if ( key === undefined || jQuery.isEmptyObject( cache ) ) { - - // Support: Chrome <=35 - 45 - // Webkit & Blink performance suffers when deleting properties - // from DOM nodes, so set to undefined instead - // https://bugs.chromium.org/p/chromium/issues/detail?id=378607 (bug restricted) - if ( owner.nodeType ) { - owner[ this.expando ] = undefined; - } else { - delete owner[ this.expando ]; - } - } - }, - hasData: function( owner ) { - var cache = owner[ this.expando ]; - return cache !== undefined && !jQuery.isEmptyObject( cache ); - } -}; -var dataPriv = new Data(); - -var dataUser = new Data(); - - - -// Implementation Summary -// -// 1. Enforce API surface and semantic compatibility with 1.9.x branch -// 2. Improve the module's maintainability by reducing the storage -// paths to a single mechanism. -// 3. Use the same single mechanism to support "private" and "user" data. -// 4. _Never_ expose "private" data to user code (TODO: Drop _data, _removeData) -// 5. Avoid exposing implementation details on user objects (eg. expando properties) -// 6. Provide a clear path for implementation upgrade to WeakMap in 2014 - -var rbrace = /^(?:\{[\w\W]*\}|\[[\w\W]*\])$/, - rmultiDash = /[A-Z]/g; - -function getData( data ) { - if ( data === "true" ) { - return true; - } - - if ( data === "false" ) { - return false; - } - - if ( data === "null" ) { - return null; - } - - // Only convert to a number if it doesn't change the string - if ( data === +data + "" ) { - return +data; - } - - if ( rbrace.test( data ) ) { - return JSON.parse( data ); - } - - return data; -} - -function dataAttr( elem, key, data ) { - var name; - - // If nothing was found internally, try to fetch any - // data from the HTML5 data-* attribute - if ( data === undefined && elem.nodeType === 1 ) { - name = "data-" + key.replace( rmultiDash, "-$&" ).toLowerCase(); - data = elem.getAttribute( name ); - - if ( typeof data === "string" ) { - try { - data = getData( data ); - } catch ( e ) {} - - // Make sure we set the data so it isn't changed later - dataUser.set( elem, key, data ); - } else { - data = undefined; - } - } - return data; -} - -jQuery.extend( { - hasData: function( elem ) { - return dataUser.hasData( elem ) || dataPriv.hasData( elem ); - }, - - data: function( elem, name, data ) { - return dataUser.access( elem, name, data ); - }, - - removeData: function( elem, name ) { - dataUser.remove( elem, name ); - }, - - // TODO: Now that all calls to _data and _removeData have been replaced - // with direct calls to dataPriv methods, these can be deprecated. - _data: function( elem, name, data ) { - return dataPriv.access( elem, name, data ); - }, - - _removeData: function( elem, name ) { - dataPriv.remove( elem, name ); - } -} ); - -jQuery.fn.extend( { - data: function( key, value ) { - var i, name, data, - elem = this[ 0 ], - attrs = elem && elem.attributes; - - // Gets all values - if ( key === undefined ) { - if ( this.length ) { - data = dataUser.get( elem ); - - if ( elem.nodeType === 1 && !dataPriv.get( elem, "hasDataAttrs" ) ) { - i = attrs.length; - while ( i-- ) { - - // Support: IE 11 only - // The attrs elements can be null (#14894) - if ( attrs[ i ] ) { - name = attrs[ i ].name; - if ( name.indexOf( "data-" ) === 0 ) { - name = jQuery.camelCase( name.slice( 5 ) ); - dataAttr( elem, name, data[ name ] ); - } - } - } - dataPriv.set( elem, "hasDataAttrs", true ); - } - } - - return data; - } - - // Sets multiple values - if ( typeof key === "object" ) { - return this.each( function() { - dataUser.set( this, key ); - } ); - } - - return access( this, function( value ) { - var data; - - // The calling jQuery object (element matches) is not empty - // (and therefore has an element appears at this[ 0 ]) and the - // `value` parameter was not undefined. An empty jQuery object - // will result in `undefined` for elem = this[ 0 ] which will - // throw an exception if an attempt to read a data cache is made. - if ( elem && value === undefined ) { - - // Attempt to get data from the cache - // The key will always be camelCased in Data - data = dataUser.get( elem, key ); - if ( data !== undefined ) { - return data; - } - - // Attempt to "discover" the data in - // HTML5 custom data-* attrs - data = dataAttr( elem, key ); - if ( data !== undefined ) { - return data; - } - - // We tried really hard, but the data doesn't exist. - return; - } - - // Set the data... - this.each( function() { - - // We always store the camelCased key - dataUser.set( this, key, value ); - } ); - }, null, value, arguments.length > 1, null, true ); - }, - - removeData: function( key ) { - return this.each( function() { - dataUser.remove( this, key ); - } ); - } -} ); - - -jQuery.extend( { - queue: function( elem, type, data ) { - var queue; - - if ( elem ) { - type = ( type || "fx" ) + "queue"; - queue = dataPriv.get( elem, type ); - - // Speed up dequeue by getting out quickly if this is just a lookup - if ( data ) { - if ( !queue || Array.isArray( data ) ) { - queue = dataPriv.access( elem, type, jQuery.makeArray( data ) ); - } else { - queue.push( data ); - } - } - return queue || []; - } - }, - - dequeue: function( elem, type ) { - type = type || "fx"; - - var queue = jQuery.queue( elem, type ), - startLength = queue.length, - fn = queue.shift(), - hooks = jQuery._queueHooks( elem, type ), - next = function() { - jQuery.dequeue( elem, type ); - }; - - // If the fx queue is dequeued, always remove the progress sentinel - if ( fn === "inprogress" ) { - fn = queue.shift(); - startLength--; - } - - if ( fn ) { - - // Add a progress sentinel to prevent the fx queue from being - // automatically dequeued - if ( type === "fx" ) { - queue.unshift( "inprogress" ); - } - - // Clear up the last queue stop function - delete hooks.stop; - fn.call( elem, next, hooks ); - } - - if ( !startLength && hooks ) { - hooks.empty.fire(); - } - }, - - // Not public - generate a queueHooks object, or return the current one - _queueHooks: function( elem, type ) { - var key = type + "queueHooks"; - return dataPriv.get( elem, key ) || dataPriv.access( elem, key, { - empty: jQuery.Callbacks( "once memory" ).add( function() { - dataPriv.remove( elem, [ type + "queue", key ] ); - } ) - } ); - } -} ); - -jQuery.fn.extend( { - queue: function( type, data ) { - var setter = 2; - - if ( typeof type !== "string" ) { - data = type; - type = "fx"; - setter--; - } - - if ( arguments.length < setter ) { - return jQuery.queue( this[ 0 ], type ); - } - - return data === undefined ? - this : - this.each( function() { - var queue = jQuery.queue( this, type, data ); - - // Ensure a hooks for this queue - jQuery._queueHooks( this, type ); - - if ( type === "fx" && queue[ 0 ] !== "inprogress" ) { - jQuery.dequeue( this, type ); - } - } ); - }, - dequeue: function( type ) { - return this.each( function() { - jQuery.dequeue( this, type ); - } ); - }, - clearQueue: function( type ) { - return this.queue( type || "fx", [] ); - }, - - // Get a promise resolved when queues of a certain type - // are emptied (fx is the type by default) - promise: function( type, obj ) { - var tmp, - count = 1, - defer = jQuery.Deferred(), - elements = this, - i = this.length, - resolve = function() { - if ( !( --count ) ) { - defer.resolveWith( elements, [ elements ] ); - } - }; - - if ( typeof type !== "string" ) { - obj = type; - type = undefined; - } - type = type || "fx"; - - while ( i-- ) { - tmp = dataPriv.get( elements[ i ], type + "queueHooks" ); - if ( tmp && tmp.empty ) { - count++; - tmp.empty.add( resolve ); - } - } - resolve(); - return defer.promise( obj ); - } -} ); -var pnum = ( /[+-]?(?:\d*\.|)\d+(?:[eE][+-]?\d+|)/ ).source; - -var rcssNum = new RegExp( "^(?:([+-])=|)(" + pnum + ")([a-z%]*)$", "i" ); - - -var cssExpand = [ "Top", "Right", "Bottom", "Left" ]; - -var isHiddenWithinTree = function( elem, el ) { - - // isHiddenWithinTree might be called from jQuery#filter function; - // in that case, element will be second argument - elem = el || elem; - - // Inline style trumps all - return elem.style.display === "none" || - elem.style.display === "" && - - // Otherwise, check computed style - // Support: Firefox <=43 - 45 - // Disconnected elements can have computed display: none, so first confirm that elem is - // in the document. - jQuery.contains( elem.ownerDocument, elem ) && - - jQuery.css( elem, "display" ) === "none"; - }; - -var swap = function( elem, options, callback, args ) { - var ret, name, - old = {}; - - // Remember the old values, and insert the new ones - for ( name in options ) { - old[ name ] = elem.style[ name ]; - elem.style[ name ] = options[ name ]; - } - - ret = callback.apply( elem, args || [] ); - - // Revert the old values - for ( name in options ) { - elem.style[ name ] = old[ name ]; - } - - return ret; -}; - - - - -function adjustCSS( elem, prop, valueParts, tween ) { - var adjusted, - scale = 1, - maxIterations = 20, - currentValue = tween ? - function() { - return tween.cur(); - } : - function() { - return jQuery.css( elem, prop, "" ); - }, - initial = currentValue(), - unit = valueParts && valueParts[ 3 ] || ( jQuery.cssNumber[ prop ] ? "" : "px" ), - - // Starting value computation is required for potential unit mismatches - initialInUnit = ( jQuery.cssNumber[ prop ] || unit !== "px" && +initial ) && - rcssNum.exec( jQuery.css( elem, prop ) ); - - if ( initialInUnit && initialInUnit[ 3 ] !== unit ) { - - // Trust units reported by jQuery.css - unit = unit || initialInUnit[ 3 ]; - - // Make sure we update the tween properties later on - valueParts = valueParts || []; - - // Iteratively approximate from a nonzero starting point - initialInUnit = +initial || 1; - - do { - - // If previous iteration zeroed out, double until we get *something*. - // Use string for doubling so we don't accidentally see scale as unchanged below - scale = scale || ".5"; - - // Adjust and apply - initialInUnit = initialInUnit / scale; - jQuery.style( elem, prop, initialInUnit + unit ); - - // Update scale, tolerating zero or NaN from tween.cur() - // Break the loop if scale is unchanged or perfect, or if we've just had enough. - } while ( - scale !== ( scale = currentValue() / initial ) && scale !== 1 && --maxIterations - ); - } - - if ( valueParts ) { - initialInUnit = +initialInUnit || +initial || 0; - - // Apply relative offset (+=/-=) if specified - adjusted = valueParts[ 1 ] ? - initialInUnit + ( valueParts[ 1 ] + 1 ) * valueParts[ 2 ] : - +valueParts[ 2 ]; - if ( tween ) { - tween.unit = unit; - tween.start = initialInUnit; - tween.end = adjusted; - } - } - return adjusted; -} - - -var defaultDisplayMap = {}; - -function getDefaultDisplay( elem ) { - var temp, - doc = elem.ownerDocument, - nodeName = elem.nodeName, - display = defaultDisplayMap[ nodeName ]; - - if ( display ) { - return display; - } - - temp = doc.body.appendChild( doc.createElement( nodeName ) ); - display = jQuery.css( temp, "display" ); - - temp.parentNode.removeChild( temp ); - - if ( display === "none" ) { - display = "block"; - } - defaultDisplayMap[ nodeName ] = display; - - return display; -} - -function showHide( elements, show ) { - var display, elem, - values = [], - index = 0, - length = elements.length; - - // Determine new display value for elements that need to change - for ( ; index < length; index++ ) { - elem = elements[ index ]; - if ( !elem.style ) { - continue; - } - - display = elem.style.display; - if ( show ) { - - // Since we force visibility upon cascade-hidden elements, an immediate (and slow) - // check is required in this first loop unless we have a nonempty display value (either - // inline or about-to-be-restored) - if ( display === "none" ) { - values[ index ] = dataPriv.get( elem, "display" ) || null; - if ( !values[ index ] ) { - elem.style.display = ""; - } - } - if ( elem.style.display === "" && isHiddenWithinTree( elem ) ) { - values[ index ] = getDefaultDisplay( elem ); - } - } else { - if ( display !== "none" ) { - values[ index ] = "none"; - - // Remember what we're overwriting - dataPriv.set( elem, "display", display ); - } - } - } - - // Set the display of the elements in a second loop to avoid constant reflow - for ( index = 0; index < length; index++ ) { - if ( values[ index ] != null ) { - elements[ index ].style.display = values[ index ]; - } - } - - return elements; -} - -jQuery.fn.extend( { - show: function() { - return showHide( this, true ); - }, - hide: function() { - return showHide( this ); - }, - toggle: function( state ) { - if ( typeof state === "boolean" ) { - return state ? this.show() : this.hide(); - } - - return this.each( function() { - if ( isHiddenWithinTree( this ) ) { - jQuery( this ).show(); - } else { - jQuery( this ).hide(); - } - } ); - } -} ); -var rcheckableType = ( /^(?:checkbox|radio)$/i ); - -var rtagName = ( /<([a-z][^\/\0>\x20\t\r\n\f]+)/i ); - -var rscriptType = ( /^$|\/(?:java|ecma)script/i ); - - - -// We have to close these tags to support XHTML (#13200) -var wrapMap = { - - // Support: IE <=9 only - option: [ 1, "" ], - - // XHTML parsers do not magically insert elements in the - // same way that tag soup parsers do. So we cannot shorten - // this by omitting or other required elements. - thead: [ 1, "", "
" ], - col: [ 2, "", "
" ], - tr: [ 2, "", "
" ], - td: [ 3, "", "
" ], - - _default: [ 0, "", "" ] -}; - -// Support: IE <=9 only -wrapMap.optgroup = wrapMap.option; - -wrapMap.tbody = wrapMap.tfoot = wrapMap.colgroup = wrapMap.caption = wrapMap.thead; -wrapMap.th = wrapMap.td; - - -function getAll( context, tag ) { - - // Support: IE <=9 - 11 only - // Use typeof to avoid zero-argument method invocation on host objects (#15151) - var ret; - - if ( typeof context.getElementsByTagName !== "undefined" ) { - ret = context.getElementsByTagName( tag || "*" ); - - } else if ( typeof context.querySelectorAll !== "undefined" ) { - ret = context.querySelectorAll( tag || "*" ); - - } else { - ret = []; - } - - if ( tag === undefined || tag && nodeName( context, tag ) ) { - return jQuery.merge( [ context ], ret ); - } - - return ret; -} - - -// Mark scripts as having already been evaluated -function setGlobalEval( elems, refElements ) { - var i = 0, - l = elems.length; - - for ( ; i < l; i++ ) { - dataPriv.set( - elems[ i ], - "globalEval", - !refElements || dataPriv.get( refElements[ i ], "globalEval" ) - ); - } -} - - -var rhtml = /<|&#?\w+;/; - -function buildFragment( elems, context, scripts, selection, ignored ) { - var elem, tmp, tag, wrap, contains, j, - fragment = context.createDocumentFragment(), - nodes = [], - i = 0, - l = elems.length; - - for ( ; i < l; i++ ) { - elem = elems[ i ]; - - if ( elem || elem === 0 ) { - - // Add nodes directly - if ( jQuery.type( elem ) === "object" ) { - - // Support: Android <=4.0 only, PhantomJS 1 only - // push.apply(_, arraylike) throws on ancient WebKit - jQuery.merge( nodes, elem.nodeType ? [ elem ] : elem ); - - // Convert non-html into a text node - } else if ( !rhtml.test( elem ) ) { - nodes.push( context.createTextNode( elem ) ); - - // Convert html into DOM nodes - } else { - tmp = tmp || fragment.appendChild( context.createElement( "div" ) ); - - // Deserialize a standard representation - tag = ( rtagName.exec( elem ) || [ "", "" ] )[ 1 ].toLowerCase(); - wrap = wrapMap[ tag ] || wrapMap._default; - tmp.innerHTML = wrap[ 1 ] + jQuery.htmlPrefilter( elem ) + wrap[ 2 ]; - - // Descend through wrappers to the right content - j = wrap[ 0 ]; - while ( j-- ) { - tmp = tmp.lastChild; - } - - // Support: Android <=4.0 only, PhantomJS 1 only - // push.apply(_, arraylike) throws on ancient WebKit - jQuery.merge( nodes, tmp.childNodes ); - - // Remember the top-level container - tmp = fragment.firstChild; - - // Ensure the created nodes are orphaned (#12392) - tmp.textContent = ""; - } - } - } - - // Remove wrapper from fragment - fragment.textContent = ""; - - i = 0; - while ( ( elem = nodes[ i++ ] ) ) { - - // Skip elements already in the context collection (trac-4087) - if ( selection && jQuery.inArray( elem, selection ) > -1 ) { - if ( ignored ) { - ignored.push( elem ); - } - continue; - } - - contains = jQuery.contains( elem.ownerDocument, elem ); - - // Append to fragment - tmp = getAll( fragment.appendChild( elem ), "script" ); - - // Preserve script evaluation history - if ( contains ) { - setGlobalEval( tmp ); - } - - // Capture executables - if ( scripts ) { - j = 0; - while ( ( elem = tmp[ j++ ] ) ) { - if ( rscriptType.test( elem.type || "" ) ) { - scripts.push( elem ); - } - } - } - } - - return fragment; -} - - -( function() { - var fragment = document.createDocumentFragment(), - div = fragment.appendChild( document.createElement( "div" ) ), - input = document.createElement( "input" ); - - // Support: Android 4.0 - 4.3 only - // Check state lost if the name is set (#11217) - // Support: Windows Web Apps (WWA) - // `name` and `type` must use .setAttribute for WWA (#14901) - input.setAttribute( "type", "radio" ); - input.setAttribute( "checked", "checked" ); - input.setAttribute( "name", "t" ); - - div.appendChild( input ); - - // Support: Android <=4.1 only - // Older WebKit doesn't clone checked state correctly in fragments - support.checkClone = div.cloneNode( true ).cloneNode( true ).lastChild.checked; - - // Support: IE <=11 only - // Make sure textarea (and checkbox) defaultValue is properly cloned - div.innerHTML = ""; - support.noCloneChecked = !!div.cloneNode( true ).lastChild.defaultValue; -} )(); -var documentElement = document.documentElement; - - - -var - rkeyEvent = /^key/, - rmouseEvent = /^(?:mouse|pointer|contextmenu|drag|drop)|click/, - rtypenamespace = /^([^.]*)(?:\.(.+)|)/; - -function returnTrue() { - return true; -} - -function returnFalse() { - return false; -} - -// Support: IE <=9 only -// See #13393 for more info -function safeActiveElement() { - try { - return document.activeElement; - } catch ( err ) { } -} - -function on( elem, types, selector, data, fn, one ) { - var origFn, type; - - // Types can be a map of types/handlers - if ( typeof types === "object" ) { - - // ( types-Object, selector, data ) - if ( typeof selector !== "string" ) { - - // ( types-Object, data ) - data = data || selector; - selector = undefined; - } - for ( type in types ) { - on( elem, type, selector, data, types[ type ], one ); - } - return elem; - } - - if ( data == null && fn == null ) { - - // ( types, fn ) - fn = selector; - data = selector = undefined; - } else if ( fn == null ) { - if ( typeof selector === "string" ) { - - // ( types, selector, fn ) - fn = data; - data = undefined; - } else { - - // ( types, data, fn ) - fn = data; - data = selector; - selector = undefined; - } - } - if ( fn === false ) { - fn = returnFalse; - } else if ( !fn ) { - return elem; - } - - if ( one === 1 ) { - origFn = fn; - fn = function( event ) { - - // Can use an empty set, since event contains the info - jQuery().off( event ); - return origFn.apply( this, arguments ); - }; - - // Use same guid so caller can remove using origFn - fn.guid = origFn.guid || ( origFn.guid = jQuery.guid++ ); - } - return elem.each( function() { - jQuery.event.add( this, types, fn, data, selector ); - } ); -} - -/* - * Helper functions for managing events -- not part of the public interface. - * Props to Dean Edwards' addEvent library for many of the ideas. - */ -jQuery.event = { - - global: {}, - - add: function( elem, types, handler, data, selector ) { - - var handleObjIn, eventHandle, tmp, - events, t, handleObj, - special, handlers, type, namespaces, origType, - elemData = dataPriv.get( elem ); - - // Don't attach events to noData or text/comment nodes (but allow plain objects) - if ( !elemData ) { - return; - } - - // Caller can pass in an object of custom data in lieu of the handler - if ( handler.handler ) { - handleObjIn = handler; - handler = handleObjIn.handler; - selector = handleObjIn.selector; - } - - // Ensure that invalid selectors throw exceptions at attach time - // Evaluate against documentElement in case elem is a non-element node (e.g., document) - if ( selector ) { - jQuery.find.matchesSelector( documentElement, selector ); - } - - // Make sure that the handler has a unique ID, used to find/remove it later - if ( !handler.guid ) { - handler.guid = jQuery.guid++; - } - - // Init the element's event structure and main handler, if this is the first - if ( !( events = elemData.events ) ) { - events = elemData.events = {}; - } - if ( !( eventHandle = elemData.handle ) ) { - eventHandle = elemData.handle = function( e ) { - - // Discard the second event of a jQuery.event.trigger() and - // when an event is called after a page has unloaded - return typeof jQuery !== "undefined" && jQuery.event.triggered !== e.type ? - jQuery.event.dispatch.apply( elem, arguments ) : undefined; - }; - } - - // Handle multiple events separated by a space - types = ( types || "" ).match( rnothtmlwhite ) || [ "" ]; - t = types.length; - while ( t-- ) { - tmp = rtypenamespace.exec( types[ t ] ) || []; - type = origType = tmp[ 1 ]; - namespaces = ( tmp[ 2 ] || "" ).split( "." ).sort(); - - // There *must* be a type, no attaching namespace-only handlers - if ( !type ) { - continue; - } - - // If event changes its type, use the special event handlers for the changed type - special = jQuery.event.special[ type ] || {}; - - // If selector defined, determine special event api type, otherwise given type - type = ( selector ? special.delegateType : special.bindType ) || type; - - // Update special based on newly reset type - special = jQuery.event.special[ type ] || {}; - - // handleObj is passed to all event handlers - handleObj = jQuery.extend( { - type: type, - origType: origType, - data: data, - handler: handler, - guid: handler.guid, - selector: selector, - needsContext: selector && jQuery.expr.match.needsContext.test( selector ), - namespace: namespaces.join( "." ) - }, handleObjIn ); - - // Init the event handler queue if we're the first - if ( !( handlers = events[ type ] ) ) { - handlers = events[ type ] = []; - handlers.delegateCount = 0; - - // Only use addEventListener if the special events handler returns false - if ( !special.setup || - special.setup.call( elem, data, namespaces, eventHandle ) === false ) { - - if ( elem.addEventListener ) { - elem.addEventListener( type, eventHandle ); - } - } - } - - if ( special.add ) { - special.add.call( elem, handleObj ); - - if ( !handleObj.handler.guid ) { - handleObj.handler.guid = handler.guid; - } - } - - // Add to the element's handler list, delegates in front - if ( selector ) { - handlers.splice( handlers.delegateCount++, 0, handleObj ); - } else { - handlers.push( handleObj ); - } - - // Keep track of which events have ever been used, for event optimization - jQuery.event.global[ type ] = true; - } - - }, - - // Detach an event or set of events from an element - remove: function( elem, types, handler, selector, mappedTypes ) { - - var j, origCount, tmp, - events, t, handleObj, - special, handlers, type, namespaces, origType, - elemData = dataPriv.hasData( elem ) && dataPriv.get( elem ); - - if ( !elemData || !( events = elemData.events ) ) { - return; - } - - // Once for each type.namespace in types; type may be omitted - types = ( types || "" ).match( rnothtmlwhite ) || [ "" ]; - t = types.length; - while ( t-- ) { - tmp = rtypenamespace.exec( types[ t ] ) || []; - type = origType = tmp[ 1 ]; - namespaces = ( tmp[ 2 ] || "" ).split( "." ).sort(); - - // Unbind all events (on this namespace, if provided) for the element - if ( !type ) { - for ( type in events ) { - jQuery.event.remove( elem, type + types[ t ], handler, selector, true ); - } - continue; - } - - special = jQuery.event.special[ type ] || {}; - type = ( selector ? special.delegateType : special.bindType ) || type; - handlers = events[ type ] || []; - tmp = tmp[ 2 ] && - new RegExp( "(^|\\.)" + namespaces.join( "\\.(?:.*\\.|)" ) + "(\\.|$)" ); - - // Remove matching events - origCount = j = handlers.length; - while ( j-- ) { - handleObj = handlers[ j ]; - - if ( ( mappedTypes || origType === handleObj.origType ) && - ( !handler || handler.guid === handleObj.guid ) && - ( !tmp || tmp.test( handleObj.namespace ) ) && - ( !selector || selector === handleObj.selector || - selector === "**" && handleObj.selector ) ) { - handlers.splice( j, 1 ); - - if ( handleObj.selector ) { - handlers.delegateCount--; - } - if ( special.remove ) { - special.remove.call( elem, handleObj ); - } - } - } - - // Remove generic event handler if we removed something and no more handlers exist - // (avoids potential for endless recursion during removal of special event handlers) - if ( origCount && !handlers.length ) { - if ( !special.teardown || - special.teardown.call( elem, namespaces, elemData.handle ) === false ) { - - jQuery.removeEvent( elem, type, elemData.handle ); - } - - delete events[ type ]; - } - } - - // Remove data and the expando if it's no longer used - if ( jQuery.isEmptyObject( events ) ) { - dataPriv.remove( elem, "handle events" ); - } - }, - - dispatch: function( nativeEvent ) { - - // Make a writable jQuery.Event from the native event object - var event = jQuery.event.fix( nativeEvent ); - - var i, j, ret, matched, handleObj, handlerQueue, - args = new Array( arguments.length ), - handlers = ( dataPriv.get( this, "events" ) || {} )[ event.type ] || [], - special = jQuery.event.special[ event.type ] || {}; - - // Use the fix-ed jQuery.Event rather than the (read-only) native event - args[ 0 ] = event; - - for ( i = 1; i < arguments.length; i++ ) { - args[ i ] = arguments[ i ]; - } - - event.delegateTarget = this; - - // Call the preDispatch hook for the mapped type, and let it bail if desired - if ( special.preDispatch && special.preDispatch.call( this, event ) === false ) { - return; - } - - // Determine handlers - handlerQueue = jQuery.event.handlers.call( this, event, handlers ); - - // Run delegates first; they may want to stop propagation beneath us - i = 0; - while ( ( matched = handlerQueue[ i++ ] ) && !event.isPropagationStopped() ) { - event.currentTarget = matched.elem; - - j = 0; - while ( ( handleObj = matched.handlers[ j++ ] ) && - !event.isImmediatePropagationStopped() ) { - - // Triggered event must either 1) have no namespace, or 2) have namespace(s) - // a subset or equal to those in the bound event (both can have no namespace). - if ( !event.rnamespace || event.rnamespace.test( handleObj.namespace ) ) { - - event.handleObj = handleObj; - event.data = handleObj.data; - - ret = ( ( jQuery.event.special[ handleObj.origType ] || {} ).handle || - handleObj.handler ).apply( matched.elem, args ); - - if ( ret !== undefined ) { - if ( ( event.result = ret ) === false ) { - event.preventDefault(); - event.stopPropagation(); - } - } - } - } - } - - // Call the postDispatch hook for the mapped type - if ( special.postDispatch ) { - special.postDispatch.call( this, event ); - } - - return event.result; - }, - - handlers: function( event, handlers ) { - var i, handleObj, sel, matchedHandlers, matchedSelectors, - handlerQueue = [], - delegateCount = handlers.delegateCount, - cur = event.target; - - // Find delegate handlers - if ( delegateCount && - - // Support: IE <=9 - // Black-hole SVG instance trees (trac-13180) - cur.nodeType && - - // Support: Firefox <=42 - // Suppress spec-violating clicks indicating a non-primary pointer button (trac-3861) - // https://www.w3.org/TR/DOM-Level-3-Events/#event-type-click - // Support: IE 11 only - // ...but not arrow key "clicks" of radio inputs, which can have `button` -1 (gh-2343) - !( event.type === "click" && event.button >= 1 ) ) { - - for ( ; cur !== this; cur = cur.parentNode || this ) { - - // Don't check non-elements (#13208) - // Don't process clicks on disabled elements (#6911, #8165, #11382, #11764) - if ( cur.nodeType === 1 && !( event.type === "click" && cur.disabled === true ) ) { - matchedHandlers = []; - matchedSelectors = {}; - for ( i = 0; i < delegateCount; i++ ) { - handleObj = handlers[ i ]; - - // Don't conflict with Object.prototype properties (#13203) - sel = handleObj.selector + " "; - - if ( matchedSelectors[ sel ] === undefined ) { - matchedSelectors[ sel ] = handleObj.needsContext ? - jQuery( sel, this ).index( cur ) > -1 : - jQuery.find( sel, this, null, [ cur ] ).length; - } - if ( matchedSelectors[ sel ] ) { - matchedHandlers.push( handleObj ); - } - } - if ( matchedHandlers.length ) { - handlerQueue.push( { elem: cur, handlers: matchedHandlers } ); - } - } - } - } - - // Add the remaining (directly-bound) handlers - cur = this; - if ( delegateCount < handlers.length ) { - handlerQueue.push( { elem: cur, handlers: handlers.slice( delegateCount ) } ); - } - - return handlerQueue; - }, - - addProp: function( name, hook ) { - Object.defineProperty( jQuery.Event.prototype, name, { - enumerable: true, - configurable: true, - - get: jQuery.isFunction( hook ) ? - function() { - if ( this.originalEvent ) { - return hook( this.originalEvent ); - } - } : - function() { - if ( this.originalEvent ) { - return this.originalEvent[ name ]; - } - }, - - set: function( value ) { - Object.defineProperty( this, name, { - enumerable: true, - configurable: true, - writable: true, - value: value - } ); - } - } ); - }, - - fix: function( originalEvent ) { - return originalEvent[ jQuery.expando ] ? - originalEvent : - new jQuery.Event( originalEvent ); - }, - - special: { - load: { - - // Prevent triggered image.load events from bubbling to window.load - noBubble: true - }, - focus: { - - // Fire native event if possible so blur/focus sequence is correct - trigger: function() { - if ( this !== safeActiveElement() && this.focus ) { - this.focus(); - return false; - } - }, - delegateType: "focusin" - }, - blur: { - trigger: function() { - if ( this === safeActiveElement() && this.blur ) { - this.blur(); - return false; - } - }, - delegateType: "focusout" - }, - click: { - - // For checkbox, fire native event so checked state will be right - trigger: function() { - if ( this.type === "checkbox" && this.click && nodeName( this, "input" ) ) { - this.click(); - return false; - } - }, - - // For cross-browser consistency, don't fire native .click() on links - _default: function( event ) { - return nodeName( event.target, "a" ); - } - }, - - beforeunload: { - postDispatch: function( event ) { - - // Support: Firefox 20+ - // Firefox doesn't alert if the returnValue field is not set. - if ( event.result !== undefined && event.originalEvent ) { - event.originalEvent.returnValue = event.result; - } - } - } - } -}; - -jQuery.removeEvent = function( elem, type, handle ) { - - // This "if" is needed for plain objects - if ( elem.removeEventListener ) { - elem.removeEventListener( type, handle ); - } -}; - -jQuery.Event = function( src, props ) { - - // Allow instantiation without the 'new' keyword - if ( !( this instanceof jQuery.Event ) ) { - return new jQuery.Event( src, props ); - } - - // Event object - if ( src && src.type ) { - this.originalEvent = src; - this.type = src.type; - - // Events bubbling up the document may have been marked as prevented - // by a handler lower down the tree; reflect the correct value. - this.isDefaultPrevented = src.defaultPrevented || - src.defaultPrevented === undefined && - - // Support: Android <=2.3 only - src.returnValue === false ? - returnTrue : - returnFalse; - - // Create target properties - // Support: Safari <=6 - 7 only - // Target should not be a text node (#504, #13143) - this.target = ( src.target && src.target.nodeType === 3 ) ? - src.target.parentNode : - src.target; - - this.currentTarget = src.currentTarget; - this.relatedTarget = src.relatedTarget; - - // Event type - } else { - this.type = src; - } - - // Put explicitly provided properties onto the event object - if ( props ) { - jQuery.extend( this, props ); - } - - // Create a timestamp if incoming event doesn't have one - this.timeStamp = src && src.timeStamp || jQuery.now(); - - // Mark it as fixed - this[ jQuery.expando ] = true; -}; - -// jQuery.Event is based on DOM3 Events as specified by the ECMAScript Language Binding -// https://www.w3.org/TR/2003/WD-DOM-Level-3-Events-20030331/ecma-script-binding.html -jQuery.Event.prototype = { - constructor: jQuery.Event, - isDefaultPrevented: returnFalse, - isPropagationStopped: returnFalse, - isImmediatePropagationStopped: returnFalse, - isSimulated: false, - - preventDefault: function() { - var e = this.originalEvent; - - this.isDefaultPrevented = returnTrue; - - if ( e && !this.isSimulated ) { - e.preventDefault(); - } - }, - stopPropagation: function() { - var e = this.originalEvent; - - this.isPropagationStopped = returnTrue; - - if ( e && !this.isSimulated ) { - e.stopPropagation(); - } - }, - stopImmediatePropagation: function() { - var e = this.originalEvent; - - this.isImmediatePropagationStopped = returnTrue; - - if ( e && !this.isSimulated ) { - e.stopImmediatePropagation(); - } - - this.stopPropagation(); - } -}; - -// Includes all common event props including KeyEvent and MouseEvent specific props -jQuery.each( { - altKey: true, - bubbles: true, - cancelable: true, - changedTouches: true, - ctrlKey: true, - detail: true, - eventPhase: true, - metaKey: true, - pageX: true, - pageY: true, - shiftKey: true, - view: true, - "char": true, - charCode: true, - key: true, - keyCode: true, - button: true, - buttons: true, - clientX: true, - clientY: true, - offsetX: true, - offsetY: true, - pointerId: true, - pointerType: true, - screenX: true, - screenY: true, - targetTouches: true, - toElement: true, - touches: true, - - which: function( event ) { - var button = event.button; - - // Add which for key events - if ( event.which == null && rkeyEvent.test( event.type ) ) { - return event.charCode != null ? event.charCode : event.keyCode; - } - - // Add which for click: 1 === left; 2 === middle; 3 === right - if ( !event.which && button !== undefined && rmouseEvent.test( event.type ) ) { - if ( button & 1 ) { - return 1; - } - - if ( button & 2 ) { - return 3; - } - - if ( button & 4 ) { - return 2; - } - - return 0; - } - - return event.which; - } -}, jQuery.event.addProp ); - -// Create mouseenter/leave events using mouseover/out and event-time checks -// so that event delegation works in jQuery. -// Do the same for pointerenter/pointerleave and pointerover/pointerout -// -// Support: Safari 7 only -// Safari sends mouseenter too often; see: -// https://bugs.chromium.org/p/chromium/issues/detail?id=470258 -// for the description of the bug (it existed in older Chrome versions as well). -jQuery.each( { - mouseenter: "mouseover", - mouseleave: "mouseout", - pointerenter: "pointerover", - pointerleave: "pointerout" -}, function( orig, fix ) { - jQuery.event.special[ orig ] = { - delegateType: fix, - bindType: fix, - - handle: function( event ) { - var ret, - target = this, - related = event.relatedTarget, - handleObj = event.handleObj; - - // For mouseenter/leave call the handler if related is outside the target. - // NB: No relatedTarget if the mouse left/entered the browser window - if ( !related || ( related !== target && !jQuery.contains( target, related ) ) ) { - event.type = handleObj.origType; - ret = handleObj.handler.apply( this, arguments ); - event.type = fix; - } - return ret; - } - }; -} ); - -jQuery.fn.extend( { - - on: function( types, selector, data, fn ) { - return on( this, types, selector, data, fn ); - }, - one: function( types, selector, data, fn ) { - return on( this, types, selector, data, fn, 1 ); - }, - off: function( types, selector, fn ) { - var handleObj, type; - if ( types && types.preventDefault && types.handleObj ) { - - // ( event ) dispatched jQuery.Event - handleObj = types.handleObj; - jQuery( types.delegateTarget ).off( - handleObj.namespace ? - handleObj.origType + "." + handleObj.namespace : - handleObj.origType, - handleObj.selector, - handleObj.handler - ); - return this; - } - if ( typeof types === "object" ) { - - // ( types-object [, selector] ) - for ( type in types ) { - this.off( type, selector, types[ type ] ); - } - return this; - } - if ( selector === false || typeof selector === "function" ) { - - // ( types [, fn] ) - fn = selector; - selector = undefined; - } - if ( fn === false ) { - fn = returnFalse; - } - return this.each( function() { - jQuery.event.remove( this, types, fn, selector ); - } ); - } -} ); - - -var - - /* eslint-disable max-len */ - - // See https://github.com/eslint/eslint/issues/3229 - rxhtmlTag = /<(?!area|br|col|embed|hr|img|input|link|meta|param)(([a-z][^\/\0>\x20\t\r\n\f]*)[^>]*)\/>/gi, - - /* eslint-enable */ - - // Support: IE <=10 - 11, Edge 12 - 13 - // In IE/Edge using regex groups here causes severe slowdowns. - // See https://connect.microsoft.com/IE/feedback/details/1736512/ - rnoInnerhtml = /\s*$/g; - -// Prefer a tbody over its parent table for containing new rows -function manipulationTarget( elem, content ) { - if ( nodeName( elem, "table" ) && - nodeName( content.nodeType !== 11 ? content : content.firstChild, "tr" ) ) { - - return jQuery( ">tbody", elem )[ 0 ] || elem; - } - - return elem; -} - -// Replace/restore the type attribute of script elements for safe DOM manipulation -function disableScript( elem ) { - elem.type = ( elem.getAttribute( "type" ) !== null ) + "/" + elem.type; - return elem; -} -function restoreScript( elem ) { - var match = rscriptTypeMasked.exec( elem.type ); - - if ( match ) { - elem.type = match[ 1 ]; - } else { - elem.removeAttribute( "type" ); - } - - return elem; -} - -function cloneCopyEvent( src, dest ) { - var i, l, type, pdataOld, pdataCur, udataOld, udataCur, events; - - if ( dest.nodeType !== 1 ) { - return; - } - - // 1. Copy private data: events, handlers, etc. - if ( dataPriv.hasData( src ) ) { - pdataOld = dataPriv.access( src ); - pdataCur = dataPriv.set( dest, pdataOld ); - events = pdataOld.events; - - if ( events ) { - delete pdataCur.handle; - pdataCur.events = {}; - - for ( type in events ) { - for ( i = 0, l = events[ type ].length; i < l; i++ ) { - jQuery.event.add( dest, type, events[ type ][ i ] ); - } - } - } - } - - // 2. Copy user data - if ( dataUser.hasData( src ) ) { - udataOld = dataUser.access( src ); - udataCur = jQuery.extend( {}, udataOld ); - - dataUser.set( dest, udataCur ); - } -} - -// Fix IE bugs, see support tests -function fixInput( src, dest ) { - var nodeName = dest.nodeName.toLowerCase(); - - // Fails to persist the checked state of a cloned checkbox or radio button. - if ( nodeName === "input" && rcheckableType.test( src.type ) ) { - dest.checked = src.checked; - - // Fails to return the selected option to the default selected state when cloning options - } else if ( nodeName === "input" || nodeName === "textarea" ) { - dest.defaultValue = src.defaultValue; - } -} - -function domManip( collection, args, callback, ignored ) { - - // Flatten any nested arrays - args = concat.apply( [], args ); - - var fragment, first, scripts, hasScripts, node, doc, - i = 0, - l = collection.length, - iNoClone = l - 1, - value = args[ 0 ], - isFunction = jQuery.isFunction( value ); - - // We can't cloneNode fragments that contain checked, in WebKit - if ( isFunction || - ( l > 1 && typeof value === "string" && - !support.checkClone && rchecked.test( value ) ) ) { - return collection.each( function( index ) { - var self = collection.eq( index ); - if ( isFunction ) { - args[ 0 ] = value.call( this, index, self.html() ); - } - domManip( self, args, callback, ignored ); - } ); - } - - if ( l ) { - fragment = buildFragment( args, collection[ 0 ].ownerDocument, false, collection, ignored ); - first = fragment.firstChild; - - if ( fragment.childNodes.length === 1 ) { - fragment = first; - } - - // Require either new content or an interest in ignored elements to invoke the callback - if ( first || ignored ) { - scripts = jQuery.map( getAll( fragment, "script" ), disableScript ); - hasScripts = scripts.length; - - // Use the original fragment for the last item - // instead of the first because it can end up - // being emptied incorrectly in certain situations (#8070). - for ( ; i < l; i++ ) { - node = fragment; - - if ( i !== iNoClone ) { - node = jQuery.clone( node, true, true ); - - // Keep references to cloned scripts for later restoration - if ( hasScripts ) { - - // Support: Android <=4.0 only, PhantomJS 1 only - // push.apply(_, arraylike) throws on ancient WebKit - jQuery.merge( scripts, getAll( node, "script" ) ); - } - } - - callback.call( collection[ i ], node, i ); - } - - if ( hasScripts ) { - doc = scripts[ scripts.length - 1 ].ownerDocument; - - // Reenable scripts - jQuery.map( scripts, restoreScript ); - - // Evaluate executable scripts on first document insertion - for ( i = 0; i < hasScripts; i++ ) { - node = scripts[ i ]; - if ( rscriptType.test( node.type || "" ) && - !dataPriv.access( node, "globalEval" ) && - jQuery.contains( doc, node ) ) { - - if ( node.src ) { - - // Optional AJAX dependency, but won't run scripts if not present - if ( jQuery._evalUrl ) { - jQuery._evalUrl( node.src ); - } - } else { - DOMEval( node.textContent.replace( rcleanScript, "" ), doc ); - } - } - } - } - } - } - - return collection; -} - -function remove( elem, selector, keepData ) { - var node, - nodes = selector ? jQuery.filter( selector, elem ) : elem, - i = 0; - - for ( ; ( node = nodes[ i ] ) != null; i++ ) { - if ( !keepData && node.nodeType === 1 ) { - jQuery.cleanData( getAll( node ) ); - } - - if ( node.parentNode ) { - if ( keepData && jQuery.contains( node.ownerDocument, node ) ) { - setGlobalEval( getAll( node, "script" ) ); - } - node.parentNode.removeChild( node ); - } - } - - return elem; -} - -jQuery.extend( { - htmlPrefilter: function( html ) { - return html.replace( rxhtmlTag, "<$1>" ); - }, - - clone: function( elem, dataAndEvents, deepDataAndEvents ) { - var i, l, srcElements, destElements, - clone = elem.cloneNode( true ), - inPage = jQuery.contains( elem.ownerDocument, elem ); - - // Fix IE cloning issues - if ( !support.noCloneChecked && ( elem.nodeType === 1 || elem.nodeType === 11 ) && - !jQuery.isXMLDoc( elem ) ) { - - // We eschew Sizzle here for performance reasons: https://jsperf.com/getall-vs-sizzle/2 - destElements = getAll( clone ); - srcElements = getAll( elem ); - - for ( i = 0, l = srcElements.length; i < l; i++ ) { - fixInput( srcElements[ i ], destElements[ i ] ); - } - } - - // Copy the events from the original to the clone - if ( dataAndEvents ) { - if ( deepDataAndEvents ) { - srcElements = srcElements || getAll( elem ); - destElements = destElements || getAll( clone ); - - for ( i = 0, l = srcElements.length; i < l; i++ ) { - cloneCopyEvent( srcElements[ i ], destElements[ i ] ); - } - } else { - cloneCopyEvent( elem, clone ); - } - } - - // Preserve script evaluation history - destElements = getAll( clone, "script" ); - if ( destElements.length > 0 ) { - setGlobalEval( destElements, !inPage && getAll( elem, "script" ) ); - } - - // Return the cloned set - return clone; - }, - - cleanData: function( elems ) { - var data, elem, type, - special = jQuery.event.special, - i = 0; - - for ( ; ( elem = elems[ i ] ) !== undefined; i++ ) { - if ( acceptData( elem ) ) { - if ( ( data = elem[ dataPriv.expando ] ) ) { - if ( data.events ) { - for ( type in data.events ) { - if ( special[ type ] ) { - jQuery.event.remove( elem, type ); - - // This is a shortcut to avoid jQuery.event.remove's overhead - } else { - jQuery.removeEvent( elem, type, data.handle ); - } - } - } - - // Support: Chrome <=35 - 45+ - // Assign undefined instead of using delete, see Data#remove - elem[ dataPriv.expando ] = undefined; - } - if ( elem[ dataUser.expando ] ) { - - // Support: Chrome <=35 - 45+ - // Assign undefined instead of using delete, see Data#remove - elem[ dataUser.expando ] = undefined; - } - } - } - } -} ); - -jQuery.fn.extend( { - detach: function( selector ) { - return remove( this, selector, true ); - }, - - remove: function( selector ) { - return remove( this, selector ); - }, - - text: function( value ) { - return access( this, function( value ) { - return value === undefined ? - jQuery.text( this ) : - this.empty().each( function() { - if ( this.nodeType === 1 || this.nodeType === 11 || this.nodeType === 9 ) { - this.textContent = value; - } - } ); - }, null, value, arguments.length ); - }, - - append: function() { - return domManip( this, arguments, function( elem ) { - if ( this.nodeType === 1 || this.nodeType === 11 || this.nodeType === 9 ) { - var target = manipulationTarget( this, elem ); - target.appendChild( elem ); - } - } ); - }, - - prepend: function() { - return domManip( this, arguments, function( elem ) { - if ( this.nodeType === 1 || this.nodeType === 11 || this.nodeType === 9 ) { - var target = manipulationTarget( this, elem ); - target.insertBefore( elem, target.firstChild ); - } - } ); - }, - - before: function() { - return domManip( this, arguments, function( elem ) { - if ( this.parentNode ) { - this.parentNode.insertBefore( elem, this ); - } - } ); - }, - - after: function() { - return domManip( this, arguments, function( elem ) { - if ( this.parentNode ) { - this.parentNode.insertBefore( elem, this.nextSibling ); - } - } ); - }, - - empty: function() { - var elem, - i = 0; - - for ( ; ( elem = this[ i ] ) != null; i++ ) { - if ( elem.nodeType === 1 ) { - - // Prevent memory leaks - jQuery.cleanData( getAll( elem, false ) ); - - // Remove any remaining nodes - elem.textContent = ""; - } - } - - return this; - }, - - clone: function( dataAndEvents, deepDataAndEvents ) { - dataAndEvents = dataAndEvents == null ? false : dataAndEvents; - deepDataAndEvents = deepDataAndEvents == null ? dataAndEvents : deepDataAndEvents; - - return this.map( function() { - return jQuery.clone( this, dataAndEvents, deepDataAndEvents ); - } ); - }, - - html: function( value ) { - return access( this, function( value ) { - var elem = this[ 0 ] || {}, - i = 0, - l = this.length; - - if ( value === undefined && elem.nodeType === 1 ) { - return elem.innerHTML; - } - - // See if we can take a shortcut and just use innerHTML - if ( typeof value === "string" && !rnoInnerhtml.test( value ) && - !wrapMap[ ( rtagName.exec( value ) || [ "", "" ] )[ 1 ].toLowerCase() ] ) { - - value = jQuery.htmlPrefilter( value ); - - try { - for ( ; i < l; i++ ) { - elem = this[ i ] || {}; - - // Remove element nodes and prevent memory leaks - if ( elem.nodeType === 1 ) { - jQuery.cleanData( getAll( elem, false ) ); - elem.innerHTML = value; - } - } - - elem = 0; - - // If using innerHTML throws an exception, use the fallback method - } catch ( e ) {} - } - - if ( elem ) { - this.empty().append( value ); - } - }, null, value, arguments.length ); - }, - - replaceWith: function() { - var ignored = []; - - // Make the changes, replacing each non-ignored context element with the new content - return domManip( this, arguments, function( elem ) { - var parent = this.parentNode; - - if ( jQuery.inArray( this, ignored ) < 0 ) { - jQuery.cleanData( getAll( this ) ); - if ( parent ) { - parent.replaceChild( elem, this ); - } - } - - // Force callback invocation - }, ignored ); - } -} ); - -jQuery.each( { - appendTo: "append", - prependTo: "prepend", - insertBefore: "before", - insertAfter: "after", - replaceAll: "replaceWith" -}, function( name, original ) { - jQuery.fn[ name ] = function( selector ) { - var elems, - ret = [], - insert = jQuery( selector ), - last = insert.length - 1, - i = 0; - - for ( ; i <= last; i++ ) { - elems = i === last ? this : this.clone( true ); - jQuery( insert[ i ] )[ original ]( elems ); - - // Support: Android <=4.0 only, PhantomJS 1 only - // .get() because push.apply(_, arraylike) throws on ancient WebKit - push.apply( ret, elems.get() ); - } - - return this.pushStack( ret ); - }; -} ); -var rmargin = ( /^margin/ ); - -var rnumnonpx = new RegExp( "^(" + pnum + ")(?!px)[a-z%]+$", "i" ); - -var getStyles = function( elem ) { - - // Support: IE <=11 only, Firefox <=30 (#15098, #14150) - // IE throws on elements created in popups - // FF meanwhile throws on frame elements through "defaultView.getComputedStyle" - var view = elem.ownerDocument.defaultView; - - if ( !view || !view.opener ) { - view = window; - } - - return view.getComputedStyle( elem ); - }; - - - -( function() { - - // Executing both pixelPosition & boxSizingReliable tests require only one layout - // so they're executed at the same time to save the second computation. - function computeStyleTests() { - - // This is a singleton, we need to execute it only once - if ( !div ) { - return; - } - - div.style.cssText = - "box-sizing:border-box;" + - "position:relative;display:block;" + - "margin:auto;border:1px;padding:1px;" + - "top:1%;width:50%"; - div.innerHTML = ""; - documentElement.appendChild( container ); - - var divStyle = window.getComputedStyle( div ); - pixelPositionVal = divStyle.top !== "1%"; - - // Support: Android 4.0 - 4.3 only, Firefox <=3 - 44 - reliableMarginLeftVal = divStyle.marginLeft === "2px"; - boxSizingReliableVal = divStyle.width === "4px"; - - // Support: Android 4.0 - 4.3 only - // Some styles come back with percentage values, even though they shouldn't - div.style.marginRight = "50%"; - pixelMarginRightVal = divStyle.marginRight === "4px"; - - documentElement.removeChild( container ); - - // Nullify the div so it wouldn't be stored in the memory and - // it will also be a sign that checks already performed - div = null; - } - - var pixelPositionVal, boxSizingReliableVal, pixelMarginRightVal, reliableMarginLeftVal, - container = document.createElement( "div" ), - div = document.createElement( "div" ); - - // Finish early in limited (non-browser) environments - if ( !div.style ) { - return; - } - - // Support: IE <=9 - 11 only - // Style of cloned element affects source element cloned (#8908) - div.style.backgroundClip = "content-box"; - div.cloneNode( true ).style.backgroundClip = ""; - support.clearCloneStyle = div.style.backgroundClip === "content-box"; - - container.style.cssText = "border:0;width:8px;height:0;top:0;left:-9999px;" + - "padding:0;margin-top:1px;position:absolute"; - container.appendChild( div ); - - jQuery.extend( support, { - pixelPosition: function() { - computeStyleTests(); - return pixelPositionVal; - }, - boxSizingReliable: function() { - computeStyleTests(); - return boxSizingReliableVal; - }, - pixelMarginRight: function() { - computeStyleTests(); - return pixelMarginRightVal; - }, - reliableMarginLeft: function() { - computeStyleTests(); - return reliableMarginLeftVal; - } - } ); -} )(); - - -function curCSS( elem, name, computed ) { - var width, minWidth, maxWidth, ret, - - // Support: Firefox 51+ - // Retrieving style before computed somehow - // fixes an issue with getting wrong values - // on detached elements - style = elem.style; - - computed = computed || getStyles( elem ); - - // getPropertyValue is needed for: - // .css('filter') (IE 9 only, #12537) - // .css('--customProperty) (#3144) - if ( computed ) { - ret = computed.getPropertyValue( name ) || computed[ name ]; - - if ( ret === "" && !jQuery.contains( elem.ownerDocument, elem ) ) { - ret = jQuery.style( elem, name ); - } - - // A tribute to the "awesome hack by Dean Edwards" - // Android Browser returns percentage for some values, - // but width seems to be reliably pixels. - // This is against the CSSOM draft spec: - // https://drafts.csswg.org/cssom/#resolved-values - if ( !support.pixelMarginRight() && rnumnonpx.test( ret ) && rmargin.test( name ) ) { - - // Remember the original values - width = style.width; - minWidth = style.minWidth; - maxWidth = style.maxWidth; - - // Put in the new values to get a computed value out - style.minWidth = style.maxWidth = style.width = ret; - ret = computed.width; - - // Revert the changed values - style.width = width; - style.minWidth = minWidth; - style.maxWidth = maxWidth; - } - } - - return ret !== undefined ? - - // Support: IE <=9 - 11 only - // IE returns zIndex value as an integer. - ret + "" : - ret; -} - - -function addGetHookIf( conditionFn, hookFn ) { - - // Define the hook, we'll check on the first run if it's really needed. - return { - get: function() { - if ( conditionFn() ) { - - // Hook not needed (or it's not possible to use it due - // to missing dependency), remove it. - delete this.get; - return; - } - - // Hook needed; redefine it so that the support test is not executed again. - return ( this.get = hookFn ).apply( this, arguments ); - } - }; -} - - -var - - // Swappable if display is none or starts with table - // except "table", "table-cell", or "table-caption" - // See here for display values: https://developer.mozilla.org/en-US/docs/CSS/display - rdisplayswap = /^(none|table(?!-c[ea]).+)/, - rcustomProp = /^--/, - cssShow = { position: "absolute", visibility: "hidden", display: "block" }, - cssNormalTransform = { - letterSpacing: "0", - fontWeight: "400" - }, - - cssPrefixes = [ "Webkit", "Moz", "ms" ], - emptyStyle = document.createElement( "div" ).style; - -// Return a css property mapped to a potentially vendor prefixed property -function vendorPropName( name ) { - - // Shortcut for names that are not vendor prefixed - if ( name in emptyStyle ) { - return name; - } - - // Check for vendor prefixed names - var capName = name[ 0 ].toUpperCase() + name.slice( 1 ), - i = cssPrefixes.length; - - while ( i-- ) { - name = cssPrefixes[ i ] + capName; - if ( name in emptyStyle ) { - return name; - } - } -} - -// Return a property mapped along what jQuery.cssProps suggests or to -// a vendor prefixed property. -function finalPropName( name ) { - var ret = jQuery.cssProps[ name ]; - if ( !ret ) { - ret = jQuery.cssProps[ name ] = vendorPropName( name ) || name; - } - return ret; -} - -function setPositiveNumber( elem, value, subtract ) { - - // Any relative (+/-) values have already been - // normalized at this point - var matches = rcssNum.exec( value ); - return matches ? - - // Guard against undefined "subtract", e.g., when used as in cssHooks - Math.max( 0, matches[ 2 ] - ( subtract || 0 ) ) + ( matches[ 3 ] || "px" ) : - value; -} - -function augmentWidthOrHeight( elem, name, extra, isBorderBox, styles ) { - var i, - val = 0; - - // If we already have the right measurement, avoid augmentation - if ( extra === ( isBorderBox ? "border" : "content" ) ) { - i = 4; - - // Otherwise initialize for horizontal or vertical properties - } else { - i = name === "width" ? 1 : 0; - } - - for ( ; i < 4; i += 2 ) { - - // Both box models exclude margin, so add it if we want it - if ( extra === "margin" ) { - val += jQuery.css( elem, extra + cssExpand[ i ], true, styles ); - } - - if ( isBorderBox ) { - - // border-box includes padding, so remove it if we want content - if ( extra === "content" ) { - val -= jQuery.css( elem, "padding" + cssExpand[ i ], true, styles ); - } - - // At this point, extra isn't border nor margin, so remove border - if ( extra !== "margin" ) { - val -= jQuery.css( elem, "border" + cssExpand[ i ] + "Width", true, styles ); - } - } else { - - // At this point, extra isn't content, so add padding - val += jQuery.css( elem, "padding" + cssExpand[ i ], true, styles ); - - // At this point, extra isn't content nor padding, so add border - if ( extra !== "padding" ) { - val += jQuery.css( elem, "border" + cssExpand[ i ] + "Width", true, styles ); - } - } - } - - return val; -} - -function getWidthOrHeight( elem, name, extra ) { - - // Start with computed style - var valueIsBorderBox, - styles = getStyles( elem ), - val = curCSS( elem, name, styles ), - isBorderBox = jQuery.css( elem, "boxSizing", false, styles ) === "border-box"; - - // Computed unit is not pixels. Stop here and return. - if ( rnumnonpx.test( val ) ) { - return val; - } - - // Check for style in case a browser which returns unreliable values - // for getComputedStyle silently falls back to the reliable elem.style - valueIsBorderBox = isBorderBox && - ( support.boxSizingReliable() || val === elem.style[ name ] ); - - // Fall back to offsetWidth/Height when value is "auto" - // This happens for inline elements with no explicit setting (gh-3571) - if ( val === "auto" ) { - val = elem[ "offset" + name[ 0 ].toUpperCase() + name.slice( 1 ) ]; - } - - // Normalize "", auto, and prepare for extra - val = parseFloat( val ) || 0; - - // Use the active box-sizing model to add/subtract irrelevant styles - return ( val + - augmentWidthOrHeight( - elem, - name, - extra || ( isBorderBox ? "border" : "content" ), - valueIsBorderBox, - styles - ) - ) + "px"; -} - -jQuery.extend( { - - // Add in style property hooks for overriding the default - // behavior of getting and setting a style property - cssHooks: { - opacity: { - get: function( elem, computed ) { - if ( computed ) { - - // We should always get a number back from opacity - var ret = curCSS( elem, "opacity" ); - return ret === "" ? "1" : ret; - } - } - } - }, - - // Don't automatically add "px" to these possibly-unitless properties - cssNumber: { - "animationIterationCount": true, - "columnCount": true, - "fillOpacity": true, - "flexGrow": true, - "flexShrink": true, - "fontWeight": true, - "lineHeight": true, - "opacity": true, - "order": true, - "orphans": true, - "widows": true, - "zIndex": true, - "zoom": true - }, - - // Add in properties whose names you wish to fix before - // setting or getting the value - cssProps: { - "float": "cssFloat" - }, - - // Get and set the style property on a DOM Node - style: function( elem, name, value, extra ) { - - // Don't set styles on text and comment nodes - if ( !elem || elem.nodeType === 3 || elem.nodeType === 8 || !elem.style ) { - return; - } - - // Make sure that we're working with the right name - var ret, type, hooks, - origName = jQuery.camelCase( name ), - isCustomProp = rcustomProp.test( name ), - style = elem.style; - - // Make sure that we're working with the right name. We don't - // want to query the value if it is a CSS custom property - // since they are user-defined. - if ( !isCustomProp ) { - name = finalPropName( origName ); - } - - // Gets hook for the prefixed version, then unprefixed version - hooks = jQuery.cssHooks[ name ] || jQuery.cssHooks[ origName ]; - - // Check if we're setting a value - if ( value !== undefined ) { - type = typeof value; - - // Convert "+=" or "-=" to relative numbers (#7345) - if ( type === "string" && ( ret = rcssNum.exec( value ) ) && ret[ 1 ] ) { - value = adjustCSS( elem, name, ret ); - - // Fixes bug #9237 - type = "number"; - } - - // Make sure that null and NaN values aren't set (#7116) - if ( value == null || value !== value ) { - return; - } - - // If a number was passed in, add the unit (except for certain CSS properties) - if ( type === "number" ) { - value += ret && ret[ 3 ] || ( jQuery.cssNumber[ origName ] ? "" : "px" ); - } - - // background-* props affect original clone's values - if ( !support.clearCloneStyle && value === "" && name.indexOf( "background" ) === 0 ) { - style[ name ] = "inherit"; - } - - // If a hook was provided, use that value, otherwise just set the specified value - if ( !hooks || !( "set" in hooks ) || - ( value = hooks.set( elem, value, extra ) ) !== undefined ) { - - if ( isCustomProp ) { - style.setProperty( name, value ); - } else { - style[ name ] = value; - } - } - - } else { - - // If a hook was provided get the non-computed value from there - if ( hooks && "get" in hooks && - ( ret = hooks.get( elem, false, extra ) ) !== undefined ) { - - return ret; - } - - // Otherwise just get the value from the style object - return style[ name ]; - } - }, - - css: function( elem, name, extra, styles ) { - var val, num, hooks, - origName = jQuery.camelCase( name ), - isCustomProp = rcustomProp.test( name ); - - // Make sure that we're working with the right name. We don't - // want to modify the value if it is a CSS custom property - // since they are user-defined. - if ( !isCustomProp ) { - name = finalPropName( origName ); - } - - // Try prefixed name followed by the unprefixed name - hooks = jQuery.cssHooks[ name ] || jQuery.cssHooks[ origName ]; - - // If a hook was provided get the computed value from there - if ( hooks && "get" in hooks ) { - val = hooks.get( elem, true, extra ); - } - - // Otherwise, if a way to get the computed value exists, use that - if ( val === undefined ) { - val = curCSS( elem, name, styles ); - } - - // Convert "normal" to computed value - if ( val === "normal" && name in cssNormalTransform ) { - val = cssNormalTransform[ name ]; - } - - // Make numeric if forced or a qualifier was provided and val looks numeric - if ( extra === "" || extra ) { - num = parseFloat( val ); - return extra === true || isFinite( num ) ? num || 0 : val; - } - - return val; - } -} ); - -jQuery.each( [ "height", "width" ], function( i, name ) { - jQuery.cssHooks[ name ] = { - get: function( elem, computed, extra ) { - if ( computed ) { - - // Certain elements can have dimension info if we invisibly show them - // but it must have a current display style that would benefit - return rdisplayswap.test( jQuery.css( elem, "display" ) ) && - - // Support: Safari 8+ - // Table columns in Safari have non-zero offsetWidth & zero - // getBoundingClientRect().width unless display is changed. - // Support: IE <=11 only - // Running getBoundingClientRect on a disconnected node - // in IE throws an error. - ( !elem.getClientRects().length || !elem.getBoundingClientRect().width ) ? - swap( elem, cssShow, function() { - return getWidthOrHeight( elem, name, extra ); - } ) : - getWidthOrHeight( elem, name, extra ); - } - }, - - set: function( elem, value, extra ) { - var matches, - styles = extra && getStyles( elem ), - subtract = extra && augmentWidthOrHeight( - elem, - name, - extra, - jQuery.css( elem, "boxSizing", false, styles ) === "border-box", - styles - ); - - // Convert to pixels if value adjustment is needed - if ( subtract && ( matches = rcssNum.exec( value ) ) && - ( matches[ 3 ] || "px" ) !== "px" ) { - - elem.style[ name ] = value; - value = jQuery.css( elem, name ); - } - - return setPositiveNumber( elem, value, subtract ); - } - }; -} ); - -jQuery.cssHooks.marginLeft = addGetHookIf( support.reliableMarginLeft, - function( elem, computed ) { - if ( computed ) { - return ( parseFloat( curCSS( elem, "marginLeft" ) ) || - elem.getBoundingClientRect().left - - swap( elem, { marginLeft: 0 }, function() { - return elem.getBoundingClientRect().left; - } ) - ) + "px"; - } - } -); - -// These hooks are used by animate to expand properties -jQuery.each( { - margin: "", - padding: "", - border: "Width" -}, function( prefix, suffix ) { - jQuery.cssHooks[ prefix + suffix ] = { - expand: function( value ) { - var i = 0, - expanded = {}, - - // Assumes a single number if not a string - parts = typeof value === "string" ? value.split( " " ) : [ value ]; - - for ( ; i < 4; i++ ) { - expanded[ prefix + cssExpand[ i ] + suffix ] = - parts[ i ] || parts[ i - 2 ] || parts[ 0 ]; - } - - return expanded; - } - }; - - if ( !rmargin.test( prefix ) ) { - jQuery.cssHooks[ prefix + suffix ].set = setPositiveNumber; - } -} ); - -jQuery.fn.extend( { - css: function( name, value ) { - return access( this, function( elem, name, value ) { - var styles, len, - map = {}, - i = 0; - - if ( Array.isArray( name ) ) { - styles = getStyles( elem ); - len = name.length; - - for ( ; i < len; i++ ) { - map[ name[ i ] ] = jQuery.css( elem, name[ i ], false, styles ); - } - - return map; - } - - return value !== undefined ? - jQuery.style( elem, name, value ) : - jQuery.css( elem, name ); - }, name, value, arguments.length > 1 ); - } -} ); - - -function Tween( elem, options, prop, end, easing ) { - return new Tween.prototype.init( elem, options, prop, end, easing ); -} -jQuery.Tween = Tween; - -Tween.prototype = { - constructor: Tween, - init: function( elem, options, prop, end, easing, unit ) { - this.elem = elem; - this.prop = prop; - this.easing = easing || jQuery.easing._default; - this.options = options; - this.start = this.now = this.cur(); - this.end = end; - this.unit = unit || ( jQuery.cssNumber[ prop ] ? "" : "px" ); - }, - cur: function() { - var hooks = Tween.propHooks[ this.prop ]; - - return hooks && hooks.get ? - hooks.get( this ) : - Tween.propHooks._default.get( this ); - }, - run: function( percent ) { - var eased, - hooks = Tween.propHooks[ this.prop ]; - - if ( this.options.duration ) { - this.pos = eased = jQuery.easing[ this.easing ]( - percent, this.options.duration * percent, 0, 1, this.options.duration - ); - } else { - this.pos = eased = percent; - } - this.now = ( this.end - this.start ) * eased + this.start; - - if ( this.options.step ) { - this.options.step.call( this.elem, this.now, this ); - } - - if ( hooks && hooks.set ) { - hooks.set( this ); - } else { - Tween.propHooks._default.set( this ); - } - return this; - } -}; - -Tween.prototype.init.prototype = Tween.prototype; - -Tween.propHooks = { - _default: { - get: function( tween ) { - var result; - - // Use a property on the element directly when it is not a DOM element, - // or when there is no matching style property that exists. - if ( tween.elem.nodeType !== 1 || - tween.elem[ tween.prop ] != null && tween.elem.style[ tween.prop ] == null ) { - return tween.elem[ tween.prop ]; - } - - // Passing an empty string as a 3rd parameter to .css will automatically - // attempt a parseFloat and fallback to a string if the parse fails. - // Simple values such as "10px" are parsed to Float; - // complex values such as "rotate(1rad)" are returned as-is. - result = jQuery.css( tween.elem, tween.prop, "" ); - - // Empty strings, null, undefined and "auto" are converted to 0. - return !result || result === "auto" ? 0 : result; - }, - set: function( tween ) { - - // Use step hook for back compat. - // Use cssHook if its there. - // Use .style if available and use plain properties where available. - if ( jQuery.fx.step[ tween.prop ] ) { - jQuery.fx.step[ tween.prop ]( tween ); - } else if ( tween.elem.nodeType === 1 && - ( tween.elem.style[ jQuery.cssProps[ tween.prop ] ] != null || - jQuery.cssHooks[ tween.prop ] ) ) { - jQuery.style( tween.elem, tween.prop, tween.now + tween.unit ); - } else { - tween.elem[ tween.prop ] = tween.now; - } - } - } -}; - -// Support: IE <=9 only -// Panic based approach to setting things on disconnected nodes -Tween.propHooks.scrollTop = Tween.propHooks.scrollLeft = { - set: function( tween ) { - if ( tween.elem.nodeType && tween.elem.parentNode ) { - tween.elem[ tween.prop ] = tween.now; - } - } -}; - -jQuery.easing = { - linear: function( p ) { - return p; - }, - swing: function( p ) { - return 0.5 - Math.cos( p * Math.PI ) / 2; - }, - _default: "swing" -}; - -jQuery.fx = Tween.prototype.init; - -// Back compat <1.8 extension point -jQuery.fx.step = {}; - - - - -var - fxNow, inProgress, - rfxtypes = /^(?:toggle|show|hide)$/, - rrun = /queueHooks$/; - -function schedule() { - if ( inProgress ) { - if ( document.hidden === false && window.requestAnimationFrame ) { - window.requestAnimationFrame( schedule ); - } else { - window.setTimeout( schedule, jQuery.fx.interval ); - } - - jQuery.fx.tick(); - } -} - -// Animations created synchronously will run synchronously -function createFxNow() { - window.setTimeout( function() { - fxNow = undefined; - } ); - return ( fxNow = jQuery.now() ); -} - -// Generate parameters to create a standard animation -function genFx( type, includeWidth ) { - var which, - i = 0, - attrs = { height: type }; - - // If we include width, step value is 1 to do all cssExpand values, - // otherwise step value is 2 to skip over Left and Right - includeWidth = includeWidth ? 1 : 0; - for ( ; i < 4; i += 2 - includeWidth ) { - which = cssExpand[ i ]; - attrs[ "margin" + which ] = attrs[ "padding" + which ] = type; - } - - if ( includeWidth ) { - attrs.opacity = attrs.width = type; - } - - return attrs; -} - -function createTween( value, prop, animation ) { - var tween, - collection = ( Animation.tweeners[ prop ] || [] ).concat( Animation.tweeners[ "*" ] ), - index = 0, - length = collection.length; - for ( ; index < length; index++ ) { - if ( ( tween = collection[ index ].call( animation, prop, value ) ) ) { - - // We're done with this property - return tween; - } - } -} - -function defaultPrefilter( elem, props, opts ) { - var prop, value, toggle, hooks, oldfire, propTween, restoreDisplay, display, - isBox = "width" in props || "height" in props, - anim = this, - orig = {}, - style = elem.style, - hidden = elem.nodeType && isHiddenWithinTree( elem ), - dataShow = dataPriv.get( elem, "fxshow" ); - - // Queue-skipping animations hijack the fx hooks - if ( !opts.queue ) { - hooks = jQuery._queueHooks( elem, "fx" ); - if ( hooks.unqueued == null ) { - hooks.unqueued = 0; - oldfire = hooks.empty.fire; - hooks.empty.fire = function() { - if ( !hooks.unqueued ) { - oldfire(); - } - }; - } - hooks.unqueued++; - - anim.always( function() { - - // Ensure the complete handler is called before this completes - anim.always( function() { - hooks.unqueued--; - if ( !jQuery.queue( elem, "fx" ).length ) { - hooks.empty.fire(); - } - } ); - } ); - } - - // Detect show/hide animations - for ( prop in props ) { - value = props[ prop ]; - if ( rfxtypes.test( value ) ) { - delete props[ prop ]; - toggle = toggle || value === "toggle"; - if ( value === ( hidden ? "hide" : "show" ) ) { - - // Pretend to be hidden if this is a "show" and - // there is still data from a stopped show/hide - if ( value === "show" && dataShow && dataShow[ prop ] !== undefined ) { - hidden = true; - - // Ignore all other no-op show/hide data - } else { - continue; - } - } - orig[ prop ] = dataShow && dataShow[ prop ] || jQuery.style( elem, prop ); - } - } - - // Bail out if this is a no-op like .hide().hide() - propTween = !jQuery.isEmptyObject( props ); - if ( !propTween && jQuery.isEmptyObject( orig ) ) { - return; - } - - // Restrict "overflow" and "display" styles during box animations - if ( isBox && elem.nodeType === 1 ) { - - // Support: IE <=9 - 11, Edge 12 - 13 - // Record all 3 overflow attributes because IE does not infer the shorthand - // from identically-valued overflowX and overflowY - opts.overflow = [ style.overflow, style.overflowX, style.overflowY ]; - - // Identify a display type, preferring old show/hide data over the CSS cascade - restoreDisplay = dataShow && dataShow.display; - if ( restoreDisplay == null ) { - restoreDisplay = dataPriv.get( elem, "display" ); - } - display = jQuery.css( elem, "display" ); - if ( display === "none" ) { - if ( restoreDisplay ) { - display = restoreDisplay; - } else { - - // Get nonempty value(s) by temporarily forcing visibility - showHide( [ elem ], true ); - restoreDisplay = elem.style.display || restoreDisplay; - display = jQuery.css( elem, "display" ); - showHide( [ elem ] ); - } - } - - // Animate inline elements as inline-block - if ( display === "inline" || display === "inline-block" && restoreDisplay != null ) { - if ( jQuery.css( elem, "float" ) === "none" ) { - - // Restore the original display value at the end of pure show/hide animations - if ( !propTween ) { - anim.done( function() { - style.display = restoreDisplay; - } ); - if ( restoreDisplay == null ) { - display = style.display; - restoreDisplay = display === "none" ? "" : display; - } - } - style.display = "inline-block"; - } - } - } - - if ( opts.overflow ) { - style.overflow = "hidden"; - anim.always( function() { - style.overflow = opts.overflow[ 0 ]; - style.overflowX = opts.overflow[ 1 ]; - style.overflowY = opts.overflow[ 2 ]; - } ); - } - - // Implement show/hide animations - propTween = false; - for ( prop in orig ) { - - // General show/hide setup for this element animation - if ( !propTween ) { - if ( dataShow ) { - if ( "hidden" in dataShow ) { - hidden = dataShow.hidden; - } - } else { - dataShow = dataPriv.access( elem, "fxshow", { display: restoreDisplay } ); - } - - // Store hidden/visible for toggle so `.stop().toggle()` "reverses" - if ( toggle ) { - dataShow.hidden = !hidden; - } - - // Show elements before animating them - if ( hidden ) { - showHide( [ elem ], true ); - } - - /* eslint-disable no-loop-func */ - - anim.done( function() { - - /* eslint-enable no-loop-func */ - - // The final step of a "hide" animation is actually hiding the element - if ( !hidden ) { - showHide( [ elem ] ); - } - dataPriv.remove( elem, "fxshow" ); - for ( prop in orig ) { - jQuery.style( elem, prop, orig[ prop ] ); - } - } ); - } - - // Per-property setup - propTween = createTween( hidden ? dataShow[ prop ] : 0, prop, anim ); - if ( !( prop in dataShow ) ) { - dataShow[ prop ] = propTween.start; - if ( hidden ) { - propTween.end = propTween.start; - propTween.start = 0; - } - } - } -} - -function propFilter( props, specialEasing ) { - var index, name, easing, value, hooks; - - // camelCase, specialEasing and expand cssHook pass - for ( index in props ) { - name = jQuery.camelCase( index ); - easing = specialEasing[ name ]; - value = props[ index ]; - if ( Array.isArray( value ) ) { - easing = value[ 1 ]; - value = props[ index ] = value[ 0 ]; - } - - if ( index !== name ) { - props[ name ] = value; - delete props[ index ]; - } - - hooks = jQuery.cssHooks[ name ]; - if ( hooks && "expand" in hooks ) { - value = hooks.expand( value ); - delete props[ name ]; - - // Not quite $.extend, this won't overwrite existing keys. - // Reusing 'index' because we have the correct "name" - for ( index in value ) { - if ( !( index in props ) ) { - props[ index ] = value[ index ]; - specialEasing[ index ] = easing; - } - } - } else { - specialEasing[ name ] = easing; - } - } -} - -function Animation( elem, properties, options ) { - var result, - stopped, - index = 0, - length = Animation.prefilters.length, - deferred = jQuery.Deferred().always( function() { - - // Don't match elem in the :animated selector - delete tick.elem; - } ), - tick = function() { - if ( stopped ) { - return false; - } - var currentTime = fxNow || createFxNow(), - remaining = Math.max( 0, animation.startTime + animation.duration - currentTime ), - - // Support: Android 2.3 only - // Archaic crash bug won't allow us to use `1 - ( 0.5 || 0 )` (#12497) - temp = remaining / animation.duration || 0, - percent = 1 - temp, - index = 0, - length = animation.tweens.length; - - for ( ; index < length; index++ ) { - animation.tweens[ index ].run( percent ); - } - - deferred.notifyWith( elem, [ animation, percent, remaining ] ); - - // If there's more to do, yield - if ( percent < 1 && length ) { - return remaining; - } - - // If this was an empty animation, synthesize a final progress notification - if ( !length ) { - deferred.notifyWith( elem, [ animation, 1, 0 ] ); - } - - // Resolve the animation and report its conclusion - deferred.resolveWith( elem, [ animation ] ); - return false; - }, - animation = deferred.promise( { - elem: elem, - props: jQuery.extend( {}, properties ), - opts: jQuery.extend( true, { - specialEasing: {}, - easing: jQuery.easing._default - }, options ), - originalProperties: properties, - originalOptions: options, - startTime: fxNow || createFxNow(), - duration: options.duration, - tweens: [], - createTween: function( prop, end ) { - var tween = jQuery.Tween( elem, animation.opts, prop, end, - animation.opts.specialEasing[ prop ] || animation.opts.easing ); - animation.tweens.push( tween ); - return tween; - }, - stop: function( gotoEnd ) { - var index = 0, - - // If we are going to the end, we want to run all the tweens - // otherwise we skip this part - length = gotoEnd ? animation.tweens.length : 0; - if ( stopped ) { - return this; - } - stopped = true; - for ( ; index < length; index++ ) { - animation.tweens[ index ].run( 1 ); - } - - // Resolve when we played the last frame; otherwise, reject - if ( gotoEnd ) { - deferred.notifyWith( elem, [ animation, 1, 0 ] ); - deferred.resolveWith( elem, [ animation, gotoEnd ] ); - } else { - deferred.rejectWith( elem, [ animation, gotoEnd ] ); - } - return this; - } - } ), - props = animation.props; - - propFilter( props, animation.opts.specialEasing ); - - for ( ; index < length; index++ ) { - result = Animation.prefilters[ index ].call( animation, elem, props, animation.opts ); - if ( result ) { - if ( jQuery.isFunction( result.stop ) ) { - jQuery._queueHooks( animation.elem, animation.opts.queue ).stop = - jQuery.proxy( result.stop, result ); - } - return result; - } - } - - jQuery.map( props, createTween, animation ); - - if ( jQuery.isFunction( animation.opts.start ) ) { - animation.opts.start.call( elem, animation ); - } - - // Attach callbacks from options - animation - .progress( animation.opts.progress ) - .done( animation.opts.done, animation.opts.complete ) - .fail( animation.opts.fail ) - .always( animation.opts.always ); - - jQuery.fx.timer( - jQuery.extend( tick, { - elem: elem, - anim: animation, - queue: animation.opts.queue - } ) - ); - - return animation; -} - -jQuery.Animation = jQuery.extend( Animation, { - - tweeners: { - "*": [ function( prop, value ) { - var tween = this.createTween( prop, value ); - adjustCSS( tween.elem, prop, rcssNum.exec( value ), tween ); - return tween; - } ] - }, - - tweener: function( props, callback ) { - if ( jQuery.isFunction( props ) ) { - callback = props; - props = [ "*" ]; - } else { - props = props.match( rnothtmlwhite ); - } - - var prop, - index = 0, - length = props.length; - - for ( ; index < length; index++ ) { - prop = props[ index ]; - Animation.tweeners[ prop ] = Animation.tweeners[ prop ] || []; - Animation.tweeners[ prop ].unshift( callback ); - } - }, - - prefilters: [ defaultPrefilter ], - - prefilter: function( callback, prepend ) { - if ( prepend ) { - Animation.prefilters.unshift( callback ); - } else { - Animation.prefilters.push( callback ); - } - } -} ); - -jQuery.speed = function( speed, easing, fn ) { - var opt = speed && typeof speed === "object" ? jQuery.extend( {}, speed ) : { - complete: fn || !fn && easing || - jQuery.isFunction( speed ) && speed, - duration: speed, - easing: fn && easing || easing && !jQuery.isFunction( easing ) && easing - }; - - // Go to the end state if fx are off - if ( jQuery.fx.off ) { - opt.duration = 0; - - } else { - if ( typeof opt.duration !== "number" ) { - if ( opt.duration in jQuery.fx.speeds ) { - opt.duration = jQuery.fx.speeds[ opt.duration ]; - - } else { - opt.duration = jQuery.fx.speeds._default; - } - } - } - - // Normalize opt.queue - true/undefined/null -> "fx" - if ( opt.queue == null || opt.queue === true ) { - opt.queue = "fx"; - } - - // Queueing - opt.old = opt.complete; - - opt.complete = function() { - if ( jQuery.isFunction( opt.old ) ) { - opt.old.call( this ); - } - - if ( opt.queue ) { - jQuery.dequeue( this, opt.queue ); - } - }; - - return opt; -}; - -jQuery.fn.extend( { - fadeTo: function( speed, to, easing, callback ) { - - // Show any hidden elements after setting opacity to 0 - return this.filter( isHiddenWithinTree ).css( "opacity", 0 ).show() - - // Animate to the value specified - .end().animate( { opacity: to }, speed, easing, callback ); - }, - animate: function( prop, speed, easing, callback ) { - var empty = jQuery.isEmptyObject( prop ), - optall = jQuery.speed( speed, easing, callback ), - doAnimation = function() { - - // Operate on a copy of prop so per-property easing won't be lost - var anim = Animation( this, jQuery.extend( {}, prop ), optall ); - - // Empty animations, or finishing resolves immediately - if ( empty || dataPriv.get( this, "finish" ) ) { - anim.stop( true ); - } - }; - doAnimation.finish = doAnimation; - - return empty || optall.queue === false ? - this.each( doAnimation ) : - this.queue( optall.queue, doAnimation ); - }, - stop: function( type, clearQueue, gotoEnd ) { - var stopQueue = function( hooks ) { - var stop = hooks.stop; - delete hooks.stop; - stop( gotoEnd ); - }; - - if ( typeof type !== "string" ) { - gotoEnd = clearQueue; - clearQueue = type; - type = undefined; - } - if ( clearQueue && type !== false ) { - this.queue( type || "fx", [] ); - } - - return this.each( function() { - var dequeue = true, - index = type != null && type + "queueHooks", - timers = jQuery.timers, - data = dataPriv.get( this ); - - if ( index ) { - if ( data[ index ] && data[ index ].stop ) { - stopQueue( data[ index ] ); - } - } else { - for ( index in data ) { - if ( data[ index ] && data[ index ].stop && rrun.test( index ) ) { - stopQueue( data[ index ] ); - } - } - } - - for ( index = timers.length; index--; ) { - if ( timers[ index ].elem === this && - ( type == null || timers[ index ].queue === type ) ) { - - timers[ index ].anim.stop( gotoEnd ); - dequeue = false; - timers.splice( index, 1 ); - } - } - - // Start the next in the queue if the last step wasn't forced. - // Timers currently will call their complete callbacks, which - // will dequeue but only if they were gotoEnd. - if ( dequeue || !gotoEnd ) { - jQuery.dequeue( this, type ); - } - } ); - }, - finish: function( type ) { - if ( type !== false ) { - type = type || "fx"; - } - return this.each( function() { - var index, - data = dataPriv.get( this ), - queue = data[ type + "queue" ], - hooks = data[ type + "queueHooks" ], - timers = jQuery.timers, - length = queue ? queue.length : 0; - - // Enable finishing flag on private data - data.finish = true; - - // Empty the queue first - jQuery.queue( this, type, [] ); - - if ( hooks && hooks.stop ) { - hooks.stop.call( this, true ); - } - - // Look for any active animations, and finish them - for ( index = timers.length; index--; ) { - if ( timers[ index ].elem === this && timers[ index ].queue === type ) { - timers[ index ].anim.stop( true ); - timers.splice( index, 1 ); - } - } - - // Look for any animations in the old queue and finish them - for ( index = 0; index < length; index++ ) { - if ( queue[ index ] && queue[ index ].finish ) { - queue[ index ].finish.call( this ); - } - } - - // Turn off finishing flag - delete data.finish; - } ); - } -} ); - -jQuery.each( [ "toggle", "show", "hide" ], function( i, name ) { - var cssFn = jQuery.fn[ name ]; - jQuery.fn[ name ] = function( speed, easing, callback ) { - return speed == null || typeof speed === "boolean" ? - cssFn.apply( this, arguments ) : - this.animate( genFx( name, true ), speed, easing, callback ); - }; -} ); - -// Generate shortcuts for custom animations -jQuery.each( { - slideDown: genFx( "show" ), - slideUp: genFx( "hide" ), - slideToggle: genFx( "toggle" ), - fadeIn: { opacity: "show" }, - fadeOut: { opacity: "hide" }, - fadeToggle: { opacity: "toggle" } -}, function( name, props ) { - jQuery.fn[ name ] = function( speed, easing, callback ) { - return this.animate( props, speed, easing, callback ); - }; -} ); - -jQuery.timers = []; -jQuery.fx.tick = function() { - var timer, - i = 0, - timers = jQuery.timers; - - fxNow = jQuery.now(); - - for ( ; i < timers.length; i++ ) { - timer = timers[ i ]; - - // Run the timer and safely remove it when done (allowing for external removal) - if ( !timer() && timers[ i ] === timer ) { - timers.splice( i--, 1 ); - } - } - - if ( !timers.length ) { - jQuery.fx.stop(); - } - fxNow = undefined; -}; - -jQuery.fx.timer = function( timer ) { - jQuery.timers.push( timer ); - jQuery.fx.start(); -}; - -jQuery.fx.interval = 13; -jQuery.fx.start = function() { - if ( inProgress ) { - return; - } - - inProgress = true; - schedule(); -}; - -jQuery.fx.stop = function() { - inProgress = null; -}; - -jQuery.fx.speeds = { - slow: 600, - fast: 200, - - // Default speed - _default: 400 -}; - - -// Based off of the plugin by Clint Helfers, with permission. -// https://web.archive.org/web/20100324014747/http://blindsignals.com/index.php/2009/07/jquery-delay/ -jQuery.fn.delay = function( time, type ) { - time = jQuery.fx ? jQuery.fx.speeds[ time ] || time : time; - type = type || "fx"; - - return this.queue( type, function( next, hooks ) { - var timeout = window.setTimeout( next, time ); - hooks.stop = function() { - window.clearTimeout( timeout ); - }; - } ); -}; - - -( function() { - var input = document.createElement( "input" ), - select = document.createElement( "select" ), - opt = select.appendChild( document.createElement( "option" ) ); - - input.type = "checkbox"; - - // Support: Android <=4.3 only - // Default value for a checkbox should be "on" - support.checkOn = input.value !== ""; - - // Support: IE <=11 only - // Must access selectedIndex to make default options select - support.optSelected = opt.selected; - - // Support: IE <=11 only - // An input loses its value after becoming a radio - input = document.createElement( "input" ); - input.value = "t"; - input.type = "radio"; - support.radioValue = input.value === "t"; -} )(); - - -var boolHook, - attrHandle = jQuery.expr.attrHandle; - -jQuery.fn.extend( { - attr: function( name, value ) { - return access( this, jQuery.attr, name, value, arguments.length > 1 ); - }, - - removeAttr: function( name ) { - return this.each( function() { - jQuery.removeAttr( this, name ); - } ); - } -} ); - -jQuery.extend( { - attr: function( elem, name, value ) { - var ret, hooks, - nType = elem.nodeType; - - // Don't get/set attributes on text, comment and attribute nodes - if ( nType === 3 || nType === 8 || nType === 2 ) { - return; - } - - // Fallback to prop when attributes are not supported - if ( typeof elem.getAttribute === "undefined" ) { - return jQuery.prop( elem, name, value ); - } - - // Attribute hooks are determined by the lowercase version - // Grab necessary hook if one is defined - if ( nType !== 1 || !jQuery.isXMLDoc( elem ) ) { - hooks = jQuery.attrHooks[ name.toLowerCase() ] || - ( jQuery.expr.match.bool.test( name ) ? boolHook : undefined ); - } - - if ( value !== undefined ) { - if ( value === null ) { - jQuery.removeAttr( elem, name ); - return; - } - - if ( hooks && "set" in hooks && - ( ret = hooks.set( elem, value, name ) ) !== undefined ) { - return ret; - } - - elem.setAttribute( name, value + "" ); - return value; - } - - if ( hooks && "get" in hooks && ( ret = hooks.get( elem, name ) ) !== null ) { - return ret; - } - - ret = jQuery.find.attr( elem, name ); - - // Non-existent attributes return null, we normalize to undefined - return ret == null ? undefined : ret; - }, - - attrHooks: { - type: { - set: function( elem, value ) { - if ( !support.radioValue && value === "radio" && - nodeName( elem, "input" ) ) { - var val = elem.value; - elem.setAttribute( "type", value ); - if ( val ) { - elem.value = val; - } - return value; - } - } - } - }, - - removeAttr: function( elem, value ) { - var name, - i = 0, - - // Attribute names can contain non-HTML whitespace characters - // https://html.spec.whatwg.org/multipage/syntax.html#attributes-2 - attrNames = value && value.match( rnothtmlwhite ); - - if ( attrNames && elem.nodeType === 1 ) { - while ( ( name = attrNames[ i++ ] ) ) { - elem.removeAttribute( name ); - } - } - } -} ); - -// Hooks for boolean attributes -boolHook = { - set: function( elem, value, name ) { - if ( value === false ) { - - // Remove boolean attributes when set to false - jQuery.removeAttr( elem, name ); - } else { - elem.setAttribute( name, name ); - } - return name; - } -}; - -jQuery.each( jQuery.expr.match.bool.source.match( /\w+/g ), function( i, name ) { - var getter = attrHandle[ name ] || jQuery.find.attr; - - attrHandle[ name ] = function( elem, name, isXML ) { - var ret, handle, - lowercaseName = name.toLowerCase(); - - if ( !isXML ) { - - // Avoid an infinite loop by temporarily removing this function from the getter - handle = attrHandle[ lowercaseName ]; - attrHandle[ lowercaseName ] = ret; - ret = getter( elem, name, isXML ) != null ? - lowercaseName : - null; - attrHandle[ lowercaseName ] = handle; - } - return ret; - }; -} ); - - - - -var rfocusable = /^(?:input|select|textarea|button)$/i, - rclickable = /^(?:a|area)$/i; - -jQuery.fn.extend( { - prop: function( name, value ) { - return access( this, jQuery.prop, name, value, arguments.length > 1 ); - }, - - removeProp: function( name ) { - return this.each( function() { - delete this[ jQuery.propFix[ name ] || name ]; - } ); - } -} ); - -jQuery.extend( { - prop: function( elem, name, value ) { - var ret, hooks, - nType = elem.nodeType; - - // Don't get/set properties on text, comment and attribute nodes - if ( nType === 3 || nType === 8 || nType === 2 ) { - return; - } - - if ( nType !== 1 || !jQuery.isXMLDoc( elem ) ) { - - // Fix name and attach hooks - name = jQuery.propFix[ name ] || name; - hooks = jQuery.propHooks[ name ]; - } - - if ( value !== undefined ) { - if ( hooks && "set" in hooks && - ( ret = hooks.set( elem, value, name ) ) !== undefined ) { - return ret; - } - - return ( elem[ name ] = value ); - } - - if ( hooks && "get" in hooks && ( ret = hooks.get( elem, name ) ) !== null ) { - return ret; - } - - return elem[ name ]; - }, - - propHooks: { - tabIndex: { - get: function( elem ) { - - // Support: IE <=9 - 11 only - // elem.tabIndex doesn't always return the - // correct value when it hasn't been explicitly set - // https://web.archive.org/web/20141116233347/http://fluidproject.org/blog/2008/01/09/getting-setting-and-removing-tabindex-values-with-javascript/ - // Use proper attribute retrieval(#12072) - var tabindex = jQuery.find.attr( elem, "tabindex" ); - - if ( tabindex ) { - return parseInt( tabindex, 10 ); - } - - if ( - rfocusable.test( elem.nodeName ) || - rclickable.test( elem.nodeName ) && - elem.href - ) { - return 0; - } - - return -1; - } - } - }, - - propFix: { - "for": "htmlFor", - "class": "className" - } -} ); - -// Support: IE <=11 only -// Accessing the selectedIndex property -// forces the browser to respect setting selected -// on the option -// The getter ensures a default option is selected -// when in an optgroup -// eslint rule "no-unused-expressions" is disabled for this code -// since it considers such accessions noop -if ( !support.optSelected ) { - jQuery.propHooks.selected = { - get: function( elem ) { - - /* eslint no-unused-expressions: "off" */ - - var parent = elem.parentNode; - if ( parent && parent.parentNode ) { - parent.parentNode.selectedIndex; - } - return null; - }, - set: function( elem ) { - - /* eslint no-unused-expressions: "off" */ - - var parent = elem.parentNode; - if ( parent ) { - parent.selectedIndex; - - if ( parent.parentNode ) { - parent.parentNode.selectedIndex; - } - } - } - }; -} - -jQuery.each( [ - "tabIndex", - "readOnly", - "maxLength", - "cellSpacing", - "cellPadding", - "rowSpan", - "colSpan", - "useMap", - "frameBorder", - "contentEditable" -], function() { - jQuery.propFix[ this.toLowerCase() ] = this; -} ); - - - - - // Strip and collapse whitespace according to HTML spec - // https://html.spec.whatwg.org/multipage/infrastructure.html#strip-and-collapse-whitespace - function stripAndCollapse( value ) { - var tokens = value.match( rnothtmlwhite ) || []; - return tokens.join( " " ); - } - - -function getClass( elem ) { - return elem.getAttribute && elem.getAttribute( "class" ) || ""; -} - -jQuery.fn.extend( { - addClass: function( value ) { - var classes, elem, cur, curValue, clazz, j, finalValue, - i = 0; - - if ( jQuery.isFunction( value ) ) { - return this.each( function( j ) { - jQuery( this ).addClass( value.call( this, j, getClass( this ) ) ); - } ); - } - - if ( typeof value === "string" && value ) { - classes = value.match( rnothtmlwhite ) || []; - - while ( ( elem = this[ i++ ] ) ) { - curValue = getClass( elem ); - cur = elem.nodeType === 1 && ( " " + stripAndCollapse( curValue ) + " " ); - - if ( cur ) { - j = 0; - while ( ( clazz = classes[ j++ ] ) ) { - if ( cur.indexOf( " " + clazz + " " ) < 0 ) { - cur += clazz + " "; - } - } - - // Only assign if different to avoid unneeded rendering. - finalValue = stripAndCollapse( cur ); - if ( curValue !== finalValue ) { - elem.setAttribute( "class", finalValue ); - } - } - } - } - - return this; - }, - - removeClass: function( value ) { - var classes, elem, cur, curValue, clazz, j, finalValue, - i = 0; - - if ( jQuery.isFunction( value ) ) { - return this.each( function( j ) { - jQuery( this ).removeClass( value.call( this, j, getClass( this ) ) ); - } ); - } - - if ( !arguments.length ) { - return this.attr( "class", "" ); - } - - if ( typeof value === "string" && value ) { - classes = value.match( rnothtmlwhite ) || []; - - while ( ( elem = this[ i++ ] ) ) { - curValue = getClass( elem ); - - // This expression is here for better compressibility (see addClass) - cur = elem.nodeType === 1 && ( " " + stripAndCollapse( curValue ) + " " ); - - if ( cur ) { - j = 0; - while ( ( clazz = classes[ j++ ] ) ) { - - // Remove *all* instances - while ( cur.indexOf( " " + clazz + " " ) > -1 ) { - cur = cur.replace( " " + clazz + " ", " " ); - } - } - - // Only assign if different to avoid unneeded rendering. - finalValue = stripAndCollapse( cur ); - if ( curValue !== finalValue ) { - elem.setAttribute( "class", finalValue ); - } - } - } - } - - return this; - }, - - toggleClass: function( value, stateVal ) { - var type = typeof value; - - if ( typeof stateVal === "boolean" && type === "string" ) { - return stateVal ? this.addClass( value ) : this.removeClass( value ); - } - - if ( jQuery.isFunction( value ) ) { - return this.each( function( i ) { - jQuery( this ).toggleClass( - value.call( this, i, getClass( this ), stateVal ), - stateVal - ); - } ); - } - - return this.each( function() { - var className, i, self, classNames; - - if ( type === "string" ) { - - // Toggle individual class names - i = 0; - self = jQuery( this ); - classNames = value.match( rnothtmlwhite ) || []; - - while ( ( className = classNames[ i++ ] ) ) { - - // Check each className given, space separated list - if ( self.hasClass( className ) ) { - self.removeClass( className ); - } else { - self.addClass( className ); - } - } - - // Toggle whole class name - } else if ( value === undefined || type === "boolean" ) { - className = getClass( this ); - if ( className ) { - - // Store className if set - dataPriv.set( this, "__className__", className ); - } - - // If the element has a class name or if we're passed `false`, - // then remove the whole classname (if there was one, the above saved it). - // Otherwise bring back whatever was previously saved (if anything), - // falling back to the empty string if nothing was stored. - if ( this.setAttribute ) { - this.setAttribute( "class", - className || value === false ? - "" : - dataPriv.get( this, "__className__" ) || "" - ); - } - } - } ); - }, - - hasClass: function( selector ) { - var className, elem, - i = 0; - - className = " " + selector + " "; - while ( ( elem = this[ i++ ] ) ) { - if ( elem.nodeType === 1 && - ( " " + stripAndCollapse( getClass( elem ) ) + " " ).indexOf( className ) > -1 ) { - return true; - } - } - - return false; - } -} ); - - - - -var rreturn = /\r/g; - -jQuery.fn.extend( { - val: function( value ) { - var hooks, ret, isFunction, - elem = this[ 0 ]; - - if ( !arguments.length ) { - if ( elem ) { - hooks = jQuery.valHooks[ elem.type ] || - jQuery.valHooks[ elem.nodeName.toLowerCase() ]; - - if ( hooks && - "get" in hooks && - ( ret = hooks.get( elem, "value" ) ) !== undefined - ) { - return ret; - } - - ret = elem.value; - - // Handle most common string cases - if ( typeof ret === "string" ) { - return ret.replace( rreturn, "" ); - } - - // Handle cases where value is null/undef or number - return ret == null ? "" : ret; - } - - return; - } - - isFunction = jQuery.isFunction( value ); - - return this.each( function( i ) { - var val; - - if ( this.nodeType !== 1 ) { - return; - } - - if ( isFunction ) { - val = value.call( this, i, jQuery( this ).val() ); - } else { - val = value; - } - - // Treat null/undefined as ""; convert numbers to string - if ( val == null ) { - val = ""; - - } else if ( typeof val === "number" ) { - val += ""; - - } else if ( Array.isArray( val ) ) { - val = jQuery.map( val, function( value ) { - return value == null ? "" : value + ""; - } ); - } - - hooks = jQuery.valHooks[ this.type ] || jQuery.valHooks[ this.nodeName.toLowerCase() ]; - - // If set returns undefined, fall back to normal setting - if ( !hooks || !( "set" in hooks ) || hooks.set( this, val, "value" ) === undefined ) { - this.value = val; - } - } ); - } -} ); - -jQuery.extend( { - valHooks: { - option: { - get: function( elem ) { - - var val = jQuery.find.attr( elem, "value" ); - return val != null ? - val : - - // Support: IE <=10 - 11 only - // option.text throws exceptions (#14686, #14858) - // Strip and collapse whitespace - // https://html.spec.whatwg.org/#strip-and-collapse-whitespace - stripAndCollapse( jQuery.text( elem ) ); - } - }, - select: { - get: function( elem ) { - var value, option, i, - options = elem.options, - index = elem.selectedIndex, - one = elem.type === "select-one", - values = one ? null : [], - max = one ? index + 1 : options.length; - - if ( index < 0 ) { - i = max; - - } else { - i = one ? index : 0; - } - - // Loop through all the selected options - for ( ; i < max; i++ ) { - option = options[ i ]; - - // Support: IE <=9 only - // IE8-9 doesn't update selected after form reset (#2551) - if ( ( option.selected || i === index ) && - - // Don't return options that are disabled or in a disabled optgroup - !option.disabled && - ( !option.parentNode.disabled || - !nodeName( option.parentNode, "optgroup" ) ) ) { - - // Get the specific value for the option - value = jQuery( option ).val(); - - // We don't need an array for one selects - if ( one ) { - return value; - } - - // Multi-Selects return an array - values.push( value ); - } - } - - return values; - }, - - set: function( elem, value ) { - var optionSet, option, - options = elem.options, - values = jQuery.makeArray( value ), - i = options.length; - - while ( i-- ) { - option = options[ i ]; - - /* eslint-disable no-cond-assign */ - - if ( option.selected = - jQuery.inArray( jQuery.valHooks.option.get( option ), values ) > -1 - ) { - optionSet = true; - } - - /* eslint-enable no-cond-assign */ - } - - // Force browsers to behave consistently when non-matching value is set - if ( !optionSet ) { - elem.selectedIndex = -1; - } - return values; - } - } - } -} ); - -// Radios and checkboxes getter/setter -jQuery.each( [ "radio", "checkbox" ], function() { - jQuery.valHooks[ this ] = { - set: function( elem, value ) { - if ( Array.isArray( value ) ) { - return ( elem.checked = jQuery.inArray( jQuery( elem ).val(), value ) > -1 ); - } - } - }; - if ( !support.checkOn ) { - jQuery.valHooks[ this ].get = function( elem ) { - return elem.getAttribute( "value" ) === null ? "on" : elem.value; - }; - } -} ); - - - - -// Return jQuery for attributes-only inclusion - - -var rfocusMorph = /^(?:focusinfocus|focusoutblur)$/; - -jQuery.extend( jQuery.event, { - - trigger: function( event, data, elem, onlyHandlers ) { - - var i, cur, tmp, bubbleType, ontype, handle, special, - eventPath = [ elem || document ], - type = hasOwn.call( event, "type" ) ? event.type : event, - namespaces = hasOwn.call( event, "namespace" ) ? event.namespace.split( "." ) : []; - - cur = tmp = elem = elem || document; - - // Don't do events on text and comment nodes - if ( elem.nodeType === 3 || elem.nodeType === 8 ) { - return; - } - - // focus/blur morphs to focusin/out; ensure we're not firing them right now - if ( rfocusMorph.test( type + jQuery.event.triggered ) ) { - return; - } - - if ( type.indexOf( "." ) > -1 ) { - - // Namespaced trigger; create a regexp to match event type in handle() - namespaces = type.split( "." ); - type = namespaces.shift(); - namespaces.sort(); - } - ontype = type.indexOf( ":" ) < 0 && "on" + type; - - // Caller can pass in a jQuery.Event object, Object, or just an event type string - event = event[ jQuery.expando ] ? - event : - new jQuery.Event( type, typeof event === "object" && event ); - - // Trigger bitmask: & 1 for native handlers; & 2 for jQuery (always true) - event.isTrigger = onlyHandlers ? 2 : 3; - event.namespace = namespaces.join( "." ); - event.rnamespace = event.namespace ? - new RegExp( "(^|\\.)" + namespaces.join( "\\.(?:.*\\.|)" ) + "(\\.|$)" ) : - null; - - // Clean up the event in case it is being reused - event.result = undefined; - if ( !event.target ) { - event.target = elem; - } - - // Clone any incoming data and prepend the event, creating the handler arg list - data = data == null ? - [ event ] : - jQuery.makeArray( data, [ event ] ); - - // Allow special events to draw outside the lines - special = jQuery.event.special[ type ] || {}; - if ( !onlyHandlers && special.trigger && special.trigger.apply( elem, data ) === false ) { - return; - } - - // Determine event propagation path in advance, per W3C events spec (#9951) - // Bubble up to document, then to window; watch for a global ownerDocument var (#9724) - if ( !onlyHandlers && !special.noBubble && !jQuery.isWindow( elem ) ) { - - bubbleType = special.delegateType || type; - if ( !rfocusMorph.test( bubbleType + type ) ) { - cur = cur.parentNode; - } - for ( ; cur; cur = cur.parentNode ) { - eventPath.push( cur ); - tmp = cur; - } - - // Only add window if we got to document (e.g., not plain obj or detached DOM) - if ( tmp === ( elem.ownerDocument || document ) ) { - eventPath.push( tmp.defaultView || tmp.parentWindow || window ); - } - } - - // Fire handlers on the event path - i = 0; - while ( ( cur = eventPath[ i++ ] ) && !event.isPropagationStopped() ) { - - event.type = i > 1 ? - bubbleType : - special.bindType || type; - - // jQuery handler - handle = ( dataPriv.get( cur, "events" ) || {} )[ event.type ] && - dataPriv.get( cur, "handle" ); - if ( handle ) { - handle.apply( cur, data ); - } - - // Native handler - handle = ontype && cur[ ontype ]; - if ( handle && handle.apply && acceptData( cur ) ) { - event.result = handle.apply( cur, data ); - if ( event.result === false ) { - event.preventDefault(); - } - } - } - event.type = type; - - // If nobody prevented the default action, do it now - if ( !onlyHandlers && !event.isDefaultPrevented() ) { - - if ( ( !special._default || - special._default.apply( eventPath.pop(), data ) === false ) && - acceptData( elem ) ) { - - // Call a native DOM method on the target with the same name as the event. - // Don't do default actions on window, that's where global variables be (#6170) - if ( ontype && jQuery.isFunction( elem[ type ] ) && !jQuery.isWindow( elem ) ) { - - // Don't re-trigger an onFOO event when we call its FOO() method - tmp = elem[ ontype ]; - - if ( tmp ) { - elem[ ontype ] = null; - } - - // Prevent re-triggering of the same event, since we already bubbled it above - jQuery.event.triggered = type; - elem[ type ](); - jQuery.event.triggered = undefined; - - if ( tmp ) { - elem[ ontype ] = tmp; - } - } - } - } - - return event.result; - }, - - // Piggyback on a donor event to simulate a different one - // Used only for `focus(in | out)` events - simulate: function( type, elem, event ) { - var e = jQuery.extend( - new jQuery.Event(), - event, - { - type: type, - isSimulated: true - } - ); - - jQuery.event.trigger( e, null, elem ); - } - -} ); - -jQuery.fn.extend( { - - trigger: function( type, data ) { - return this.each( function() { - jQuery.event.trigger( type, data, this ); - } ); - }, - triggerHandler: function( type, data ) { - var elem = this[ 0 ]; - if ( elem ) { - return jQuery.event.trigger( type, data, elem, true ); - } - } -} ); - - -jQuery.each( ( "blur focus focusin focusout resize scroll click dblclick " + - "mousedown mouseup mousemove mouseover mouseout mouseenter mouseleave " + - "change select submit keydown keypress keyup contextmenu" ).split( " " ), - function( i, name ) { - - // Handle event binding - jQuery.fn[ name ] = function( data, fn ) { - return arguments.length > 0 ? - this.on( name, null, data, fn ) : - this.trigger( name ); - }; -} ); - -jQuery.fn.extend( { - hover: function( fnOver, fnOut ) { - return this.mouseenter( fnOver ).mouseleave( fnOut || fnOver ); - } -} ); - - - - -support.focusin = "onfocusin" in window; - - -// Support: Firefox <=44 -// Firefox doesn't have focus(in | out) events -// Related ticket - https://bugzilla.mozilla.org/show_bug.cgi?id=687787 -// -// Support: Chrome <=48 - 49, Safari <=9.0 - 9.1 -// focus(in | out) events fire after focus & blur events, -// which is spec violation - http://www.w3.org/TR/DOM-Level-3-Events/#events-focusevent-event-order -// Related ticket - https://bugs.chromium.org/p/chromium/issues/detail?id=449857 -if ( !support.focusin ) { - jQuery.each( { focus: "focusin", blur: "focusout" }, function( orig, fix ) { - - // Attach a single capturing handler on the document while someone wants focusin/focusout - var handler = function( event ) { - jQuery.event.simulate( fix, event.target, jQuery.event.fix( event ) ); - }; - - jQuery.event.special[ fix ] = { - setup: function() { - var doc = this.ownerDocument || this, - attaches = dataPriv.access( doc, fix ); - - if ( !attaches ) { - doc.addEventListener( orig, handler, true ); - } - dataPriv.access( doc, fix, ( attaches || 0 ) + 1 ); - }, - teardown: function() { - var doc = this.ownerDocument || this, - attaches = dataPriv.access( doc, fix ) - 1; - - if ( !attaches ) { - doc.removeEventListener( orig, handler, true ); - dataPriv.remove( doc, fix ); - - } else { - dataPriv.access( doc, fix, attaches ); - } - } - }; - } ); -} -var location = window.location; - -var nonce = jQuery.now(); - -var rquery = ( /\?/ ); - - - -// Cross-browser xml parsing -jQuery.parseXML = function( data ) { - var xml; - if ( !data || typeof data !== "string" ) { - return null; - } - - // Support: IE 9 - 11 only - // IE throws on parseFromString with invalid input. - try { - xml = ( new window.DOMParser() ).parseFromString( data, "text/xml" ); - } catch ( e ) { - xml = undefined; - } - - if ( !xml || xml.getElementsByTagName( "parsererror" ).length ) { - jQuery.error( "Invalid XML: " + data ); - } - return xml; -}; - - -var - rbracket = /\[\]$/, - rCRLF = /\r?\n/g, - rsubmitterTypes = /^(?:submit|button|image|reset|file)$/i, - rsubmittable = /^(?:input|select|textarea|keygen)/i; - -function buildParams( prefix, obj, traditional, add ) { - var name; - - if ( Array.isArray( obj ) ) { - - // Serialize array item. - jQuery.each( obj, function( i, v ) { - if ( traditional || rbracket.test( prefix ) ) { - - // Treat each array item as a scalar. - add( prefix, v ); - - } else { - - // Item is non-scalar (array or object), encode its numeric index. - buildParams( - prefix + "[" + ( typeof v === "object" && v != null ? i : "" ) + "]", - v, - traditional, - add - ); - } - } ); - - } else if ( !traditional && jQuery.type( obj ) === "object" ) { - - // Serialize object item. - for ( name in obj ) { - buildParams( prefix + "[" + name + "]", obj[ name ], traditional, add ); - } - - } else { - - // Serialize scalar item. - add( prefix, obj ); - } -} - -// Serialize an array of form elements or a set of -// key/values into a query string -jQuery.param = function( a, traditional ) { - var prefix, - s = [], - add = function( key, valueOrFunction ) { - - // If value is a function, invoke it and use its return value - var value = jQuery.isFunction( valueOrFunction ) ? - valueOrFunction() : - valueOrFunction; - - s[ s.length ] = encodeURIComponent( key ) + "=" + - encodeURIComponent( value == null ? "" : value ); - }; - - // If an array was passed in, assume that it is an array of form elements. - if ( Array.isArray( a ) || ( a.jquery && !jQuery.isPlainObject( a ) ) ) { - - // Serialize the form elements - jQuery.each( a, function() { - add( this.name, this.value ); - } ); - - } else { - - // If traditional, encode the "old" way (the way 1.3.2 or older - // did it), otherwise encode params recursively. - for ( prefix in a ) { - buildParams( prefix, a[ prefix ], traditional, add ); - } - } - - // Return the resulting serialization - return s.join( "&" ); -}; - -jQuery.fn.extend( { - serialize: function() { - return jQuery.param( this.serializeArray() ); - }, - serializeArray: function() { - return this.map( function() { - - // Can add propHook for "elements" to filter or add form elements - var elements = jQuery.prop( this, "elements" ); - return elements ? jQuery.makeArray( elements ) : this; - } ) - .filter( function() { - var type = this.type; - - // Use .is( ":disabled" ) so that fieldset[disabled] works - return this.name && !jQuery( this ).is( ":disabled" ) && - rsubmittable.test( this.nodeName ) && !rsubmitterTypes.test( type ) && - ( this.checked || !rcheckableType.test( type ) ); - } ) - .map( function( i, elem ) { - var val = jQuery( this ).val(); - - if ( val == null ) { - return null; - } - - if ( Array.isArray( val ) ) { - return jQuery.map( val, function( val ) { - return { name: elem.name, value: val.replace( rCRLF, "\r\n" ) }; - } ); - } - - return { name: elem.name, value: val.replace( rCRLF, "\r\n" ) }; - } ).get(); - } -} ); - - -var - r20 = /%20/g, - rhash = /#.*$/, - rantiCache = /([?&])_=[^&]*/, - rheaders = /^(.*?):[ \t]*([^\r\n]*)$/mg, - - // #7653, #8125, #8152: local protocol detection - rlocalProtocol = /^(?:about|app|app-storage|.+-extension|file|res|widget):$/, - rnoContent = /^(?:GET|HEAD)$/, - rprotocol = /^\/\//, - - /* Prefilters - * 1) They are useful to introduce custom dataTypes (see ajax/jsonp.js for an example) - * 2) These are called: - * - BEFORE asking for a transport - * - AFTER param serialization (s.data is a string if s.processData is true) - * 3) key is the dataType - * 4) the catchall symbol "*" can be used - * 5) execution will start with transport dataType and THEN continue down to "*" if needed - */ - prefilters = {}, - - /* Transports bindings - * 1) key is the dataType - * 2) the catchall symbol "*" can be used - * 3) selection will start with transport dataType and THEN go to "*" if needed - */ - transports = {}, - - // Avoid comment-prolog char sequence (#10098); must appease lint and evade compression - allTypes = "*/".concat( "*" ), - - // Anchor tag for parsing the document origin - originAnchor = document.createElement( "a" ); - originAnchor.href = location.href; - -// Base "constructor" for jQuery.ajaxPrefilter and jQuery.ajaxTransport -function addToPrefiltersOrTransports( structure ) { - - // dataTypeExpression is optional and defaults to "*" - return function( dataTypeExpression, func ) { - - if ( typeof dataTypeExpression !== "string" ) { - func = dataTypeExpression; - dataTypeExpression = "*"; - } - - var dataType, - i = 0, - dataTypes = dataTypeExpression.toLowerCase().match( rnothtmlwhite ) || []; - - if ( jQuery.isFunction( func ) ) { - - // For each dataType in the dataTypeExpression - while ( ( dataType = dataTypes[ i++ ] ) ) { - - // Prepend if requested - if ( dataType[ 0 ] === "+" ) { - dataType = dataType.slice( 1 ) || "*"; - ( structure[ dataType ] = structure[ dataType ] || [] ).unshift( func ); - - // Otherwise append - } else { - ( structure[ dataType ] = structure[ dataType ] || [] ).push( func ); - } - } - } - }; -} - -// Base inspection function for prefilters and transports -function inspectPrefiltersOrTransports( structure, options, originalOptions, jqXHR ) { - - var inspected = {}, - seekingTransport = ( structure === transports ); - - function inspect( dataType ) { - var selected; - inspected[ dataType ] = true; - jQuery.each( structure[ dataType ] || [], function( _, prefilterOrFactory ) { - var dataTypeOrTransport = prefilterOrFactory( options, originalOptions, jqXHR ); - if ( typeof dataTypeOrTransport === "string" && - !seekingTransport && !inspected[ dataTypeOrTransport ] ) { - - options.dataTypes.unshift( dataTypeOrTransport ); - inspect( dataTypeOrTransport ); - return false; - } else if ( seekingTransport ) { - return !( selected = dataTypeOrTransport ); - } - } ); - return selected; - } - - return inspect( options.dataTypes[ 0 ] ) || !inspected[ "*" ] && inspect( "*" ); -} - -// A special extend for ajax options -// that takes "flat" options (not to be deep extended) -// Fixes #9887 -function ajaxExtend( target, src ) { - var key, deep, - flatOptions = jQuery.ajaxSettings.flatOptions || {}; - - for ( key in src ) { - if ( src[ key ] !== undefined ) { - ( flatOptions[ key ] ? target : ( deep || ( deep = {} ) ) )[ key ] = src[ key ]; - } - } - if ( deep ) { - jQuery.extend( true, target, deep ); - } - - return target; -} - -/* Handles responses to an ajax request: - * - finds the right dataType (mediates between content-type and expected dataType) - * - returns the corresponding response - */ -function ajaxHandleResponses( s, jqXHR, responses ) { - - var ct, type, finalDataType, firstDataType, - contents = s.contents, - dataTypes = s.dataTypes; - - // Remove auto dataType and get content-type in the process - while ( dataTypes[ 0 ] === "*" ) { - dataTypes.shift(); - if ( ct === undefined ) { - ct = s.mimeType || jqXHR.getResponseHeader( "Content-Type" ); - } - } - - // Check if we're dealing with a known content-type - if ( ct ) { - for ( type in contents ) { - if ( contents[ type ] && contents[ type ].test( ct ) ) { - dataTypes.unshift( type ); - break; - } - } - } - - // Check to see if we have a response for the expected dataType - if ( dataTypes[ 0 ] in responses ) { - finalDataType = dataTypes[ 0 ]; - } else { - - // Try convertible dataTypes - for ( type in responses ) { - if ( !dataTypes[ 0 ] || s.converters[ type + " " + dataTypes[ 0 ] ] ) { - finalDataType = type; - break; - } - if ( !firstDataType ) { - firstDataType = type; - } - } - - // Or just use first one - finalDataType = finalDataType || firstDataType; - } - - // If we found a dataType - // We add the dataType to the list if needed - // and return the corresponding response - if ( finalDataType ) { - if ( finalDataType !== dataTypes[ 0 ] ) { - dataTypes.unshift( finalDataType ); - } - return responses[ finalDataType ]; - } -} - -/* Chain conversions given the request and the original response - * Also sets the responseXXX fields on the jqXHR instance - */ -function ajaxConvert( s, response, jqXHR, isSuccess ) { - var conv2, current, conv, tmp, prev, - converters = {}, - - // Work with a copy of dataTypes in case we need to modify it for conversion - dataTypes = s.dataTypes.slice(); - - // Create converters map with lowercased keys - if ( dataTypes[ 1 ] ) { - for ( conv in s.converters ) { - converters[ conv.toLowerCase() ] = s.converters[ conv ]; - } - } - - current = dataTypes.shift(); - - // Convert to each sequential dataType - while ( current ) { - - if ( s.responseFields[ current ] ) { - jqXHR[ s.responseFields[ current ] ] = response; - } - - // Apply the dataFilter if provided - if ( !prev && isSuccess && s.dataFilter ) { - response = s.dataFilter( response, s.dataType ); - } - - prev = current; - current = dataTypes.shift(); - - if ( current ) { - - // There's only work to do if current dataType is non-auto - if ( current === "*" ) { - - current = prev; - - // Convert response if prev dataType is non-auto and differs from current - } else if ( prev !== "*" && prev !== current ) { - - // Seek a direct converter - conv = converters[ prev + " " + current ] || converters[ "* " + current ]; - - // If none found, seek a pair - if ( !conv ) { - for ( conv2 in converters ) { - - // If conv2 outputs current - tmp = conv2.split( " " ); - if ( tmp[ 1 ] === current ) { - - // If prev can be converted to accepted input - conv = converters[ prev + " " + tmp[ 0 ] ] || - converters[ "* " + tmp[ 0 ] ]; - if ( conv ) { - - // Condense equivalence converters - if ( conv === true ) { - conv = converters[ conv2 ]; - - // Otherwise, insert the intermediate dataType - } else if ( converters[ conv2 ] !== true ) { - current = tmp[ 0 ]; - dataTypes.unshift( tmp[ 1 ] ); - } - break; - } - } - } - } - - // Apply converter (if not an equivalence) - if ( conv !== true ) { - - // Unless errors are allowed to bubble, catch and return them - if ( conv && s.throws ) { - response = conv( response ); - } else { - try { - response = conv( response ); - } catch ( e ) { - return { - state: "parsererror", - error: conv ? e : "No conversion from " + prev + " to " + current - }; - } - } - } - } - } - } - - return { state: "success", data: response }; -} - -jQuery.extend( { - - // Counter for holding the number of active queries - active: 0, - - // Last-Modified header cache for next request - lastModified: {}, - etag: {}, - - ajaxSettings: { - url: location.href, - type: "GET", - isLocal: rlocalProtocol.test( location.protocol ), - global: true, - processData: true, - async: true, - contentType: "application/x-www-form-urlencoded; charset=UTF-8", - - /* - timeout: 0, - data: null, - dataType: null, - username: null, - password: null, - cache: null, - throws: false, - traditional: false, - headers: {}, - */ - - accepts: { - "*": allTypes, - text: "text/plain", - html: "text/html", - xml: "application/xml, text/xml", - json: "application/json, text/javascript" - }, - - contents: { - xml: /\bxml\b/, - html: /\bhtml/, - json: /\bjson\b/ - }, - - responseFields: { - xml: "responseXML", - text: "responseText", - json: "responseJSON" - }, - - // Data converters - // Keys separate source (or catchall "*") and destination types with a single space - converters: { - - // Convert anything to text - "* text": String, - - // Text to html (true = no transformation) - "text html": true, - - // Evaluate text as a json expression - "text json": JSON.parse, - - // Parse text as xml - "text xml": jQuery.parseXML - }, - - // For options that shouldn't be deep extended: - // you can add your own custom options here if - // and when you create one that shouldn't be - // deep extended (see ajaxExtend) - flatOptions: { - url: true, - context: true - } - }, - - // Creates a full fledged settings object into target - // with both ajaxSettings and settings fields. - // If target is omitted, writes into ajaxSettings. - ajaxSetup: function( target, settings ) { - return settings ? - - // Building a settings object - ajaxExtend( ajaxExtend( target, jQuery.ajaxSettings ), settings ) : - - // Extending ajaxSettings - ajaxExtend( jQuery.ajaxSettings, target ); - }, - - ajaxPrefilter: addToPrefiltersOrTransports( prefilters ), - ajaxTransport: addToPrefiltersOrTransports( transports ), - - // Main method - ajax: function( url, options ) { - - // If url is an object, simulate pre-1.5 signature - if ( typeof url === "object" ) { - options = url; - url = undefined; - } - - // Force options to be an object - options = options || {}; - - var transport, - - // URL without anti-cache param - cacheURL, - - // Response headers - responseHeadersString, - responseHeaders, - - // timeout handle - timeoutTimer, - - // Url cleanup var - urlAnchor, - - // Request state (becomes false upon send and true upon completion) - completed, - - // To know if global events are to be dispatched - fireGlobals, - - // Loop variable - i, - - // uncached part of the url - uncached, - - // Create the final options object - s = jQuery.ajaxSetup( {}, options ), - - // Callbacks context - callbackContext = s.context || s, - - // Context for global events is callbackContext if it is a DOM node or jQuery collection - globalEventContext = s.context && - ( callbackContext.nodeType || callbackContext.jquery ) ? - jQuery( callbackContext ) : - jQuery.event, - - // Deferreds - deferred = jQuery.Deferred(), - completeDeferred = jQuery.Callbacks( "once memory" ), - - // Status-dependent callbacks - statusCode = s.statusCode || {}, - - // Headers (they are sent all at once) - requestHeaders = {}, - requestHeadersNames = {}, - - // Default abort message - strAbort = "canceled", - - // Fake xhr - jqXHR = { - readyState: 0, - - // Builds headers hashtable if needed - getResponseHeader: function( key ) { - var match; - if ( completed ) { - if ( !responseHeaders ) { - responseHeaders = {}; - while ( ( match = rheaders.exec( responseHeadersString ) ) ) { - responseHeaders[ match[ 1 ].toLowerCase() ] = match[ 2 ]; - } - } - match = responseHeaders[ key.toLowerCase() ]; - } - return match == null ? null : match; - }, - - // Raw string - getAllResponseHeaders: function() { - return completed ? responseHeadersString : null; - }, - - // Caches the header - setRequestHeader: function( name, value ) { - if ( completed == null ) { - name = requestHeadersNames[ name.toLowerCase() ] = - requestHeadersNames[ name.toLowerCase() ] || name; - requestHeaders[ name ] = value; - } - return this; - }, - - // Overrides response content-type header - overrideMimeType: function( type ) { - if ( completed == null ) { - s.mimeType = type; - } - return this; - }, - - // Status-dependent callbacks - statusCode: function( map ) { - var code; - if ( map ) { - if ( completed ) { - - // Execute the appropriate callbacks - jqXHR.always( map[ jqXHR.status ] ); - } else { - - // Lazy-add the new callbacks in a way that preserves old ones - for ( code in map ) { - statusCode[ code ] = [ statusCode[ code ], map[ code ] ]; - } - } - } - return this; - }, - - // Cancel the request - abort: function( statusText ) { - var finalText = statusText || strAbort; - if ( transport ) { - transport.abort( finalText ); - } - done( 0, finalText ); - return this; - } - }; - - // Attach deferreds - deferred.promise( jqXHR ); - - // Add protocol if not provided (prefilters might expect it) - // Handle falsy url in the settings object (#10093: consistency with old signature) - // We also use the url parameter if available - s.url = ( ( url || s.url || location.href ) + "" ) - .replace( rprotocol, location.protocol + "//" ); - - // Alias method option to type as per ticket #12004 - s.type = options.method || options.type || s.method || s.type; - - // Extract dataTypes list - s.dataTypes = ( s.dataType || "*" ).toLowerCase().match( rnothtmlwhite ) || [ "" ]; - - // A cross-domain request is in order when the origin doesn't match the current origin. - if ( s.crossDomain == null ) { - urlAnchor = document.createElement( "a" ); - - // Support: IE <=8 - 11, Edge 12 - 13 - // IE throws exception on accessing the href property if url is malformed, - // e.g. http://example.com:80x/ - try { - urlAnchor.href = s.url; - - // Support: IE <=8 - 11 only - // Anchor's host property isn't correctly set when s.url is relative - urlAnchor.href = urlAnchor.href; - s.crossDomain = originAnchor.protocol + "//" + originAnchor.host !== - urlAnchor.protocol + "//" + urlAnchor.host; - } catch ( e ) { - - // If there is an error parsing the URL, assume it is crossDomain, - // it can be rejected by the transport if it is invalid - s.crossDomain = true; - } - } - - // Convert data if not already a string - if ( s.data && s.processData && typeof s.data !== "string" ) { - s.data = jQuery.param( s.data, s.traditional ); - } - - // Apply prefilters - inspectPrefiltersOrTransports( prefilters, s, options, jqXHR ); - - // If request was aborted inside a prefilter, stop there - if ( completed ) { - return jqXHR; - } - - // We can fire global events as of now if asked to - // Don't fire events if jQuery.event is undefined in an AMD-usage scenario (#15118) - fireGlobals = jQuery.event && s.global; - - // Watch for a new set of requests - if ( fireGlobals && jQuery.active++ === 0 ) { - jQuery.event.trigger( "ajaxStart" ); - } - - // Uppercase the type - s.type = s.type.toUpperCase(); - - // Determine if request has content - s.hasContent = !rnoContent.test( s.type ); - - // Save the URL in case we're toying with the If-Modified-Since - // and/or If-None-Match header later on - // Remove hash to simplify url manipulation - cacheURL = s.url.replace( rhash, "" ); - - // More options handling for requests with no content - if ( !s.hasContent ) { - - // Remember the hash so we can put it back - uncached = s.url.slice( cacheURL.length ); - - // If data is available, append data to url - if ( s.data ) { - cacheURL += ( rquery.test( cacheURL ) ? "&" : "?" ) + s.data; - - // #9682: remove data so that it's not used in an eventual retry - delete s.data; - } - - // Add or update anti-cache param if needed - if ( s.cache === false ) { - cacheURL = cacheURL.replace( rantiCache, "$1" ); - uncached = ( rquery.test( cacheURL ) ? "&" : "?" ) + "_=" + ( nonce++ ) + uncached; - } - - // Put hash and anti-cache on the URL that will be requested (gh-1732) - s.url = cacheURL + uncached; - - // Change '%20' to '+' if this is encoded form body content (gh-2658) - } else if ( s.data && s.processData && - ( s.contentType || "" ).indexOf( "application/x-www-form-urlencoded" ) === 0 ) { - s.data = s.data.replace( r20, "+" ); - } - - // Set the If-Modified-Since and/or If-None-Match header, if in ifModified mode. - if ( s.ifModified ) { - if ( jQuery.lastModified[ cacheURL ] ) { - jqXHR.setRequestHeader( "If-Modified-Since", jQuery.lastModified[ cacheURL ] ); - } - if ( jQuery.etag[ cacheURL ] ) { - jqXHR.setRequestHeader( "If-None-Match", jQuery.etag[ cacheURL ] ); - } - } - - // Set the correct header, if data is being sent - if ( s.data && s.hasContent && s.contentType !== false || options.contentType ) { - jqXHR.setRequestHeader( "Content-Type", s.contentType ); - } - - // Set the Accepts header for the server, depending on the dataType - jqXHR.setRequestHeader( - "Accept", - s.dataTypes[ 0 ] && s.accepts[ s.dataTypes[ 0 ] ] ? - s.accepts[ s.dataTypes[ 0 ] ] + - ( s.dataTypes[ 0 ] !== "*" ? ", " + allTypes + "; q=0.01" : "" ) : - s.accepts[ "*" ] - ); - - // Check for headers option - for ( i in s.headers ) { - jqXHR.setRequestHeader( i, s.headers[ i ] ); - } - - // Allow custom headers/mimetypes and early abort - if ( s.beforeSend && - ( s.beforeSend.call( callbackContext, jqXHR, s ) === false || completed ) ) { - - // Abort if not done already and return - return jqXHR.abort(); - } - - // Aborting is no longer a cancellation - strAbort = "abort"; - - // Install callbacks on deferreds - completeDeferred.add( s.complete ); - jqXHR.done( s.success ); - jqXHR.fail( s.error ); - - // Get transport - transport = inspectPrefiltersOrTransports( transports, s, options, jqXHR ); - - // If no transport, we auto-abort - if ( !transport ) { - done( -1, "No Transport" ); - } else { - jqXHR.readyState = 1; - - // Send global event - if ( fireGlobals ) { - globalEventContext.trigger( "ajaxSend", [ jqXHR, s ] ); - } - - // If request was aborted inside ajaxSend, stop there - if ( completed ) { - return jqXHR; - } - - // Timeout - if ( s.async && s.timeout > 0 ) { - timeoutTimer = window.setTimeout( function() { - jqXHR.abort( "timeout" ); - }, s.timeout ); - } - - try { - completed = false; - transport.send( requestHeaders, done ); - } catch ( e ) { - - // Rethrow post-completion exceptions - if ( completed ) { - throw e; - } - - // Propagate others as results - done( -1, e ); - } - } - - // Callback for when everything is done - function done( status, nativeStatusText, responses, headers ) { - var isSuccess, success, error, response, modified, - statusText = nativeStatusText; - - // Ignore repeat invocations - if ( completed ) { - return; - } - - completed = true; - - // Clear timeout if it exists - if ( timeoutTimer ) { - window.clearTimeout( timeoutTimer ); - } - - // Dereference transport for early garbage collection - // (no matter how long the jqXHR object will be used) - transport = undefined; - - // Cache response headers - responseHeadersString = headers || ""; - - // Set readyState - jqXHR.readyState = status > 0 ? 4 : 0; - - // Determine if successful - isSuccess = status >= 200 && status < 300 || status === 304; - - // Get response data - if ( responses ) { - response = ajaxHandleResponses( s, jqXHR, responses ); - } - - // Convert no matter what (that way responseXXX fields are always set) - response = ajaxConvert( s, response, jqXHR, isSuccess ); - - // If successful, handle type chaining - if ( isSuccess ) { - - // Set the If-Modified-Since and/or If-None-Match header, if in ifModified mode. - if ( s.ifModified ) { - modified = jqXHR.getResponseHeader( "Last-Modified" ); - if ( modified ) { - jQuery.lastModified[ cacheURL ] = modified; - } - modified = jqXHR.getResponseHeader( "etag" ); - if ( modified ) { - jQuery.etag[ cacheURL ] = modified; - } - } - - // if no content - if ( status === 204 || s.type === "HEAD" ) { - statusText = "nocontent"; - - // if not modified - } else if ( status === 304 ) { - statusText = "notmodified"; - - // If we have data, let's convert it - } else { - statusText = response.state; - success = response.data; - error = response.error; - isSuccess = !error; - } - } else { - - // Extract error from statusText and normalize for non-aborts - error = statusText; - if ( status || !statusText ) { - statusText = "error"; - if ( status < 0 ) { - status = 0; - } - } - } - - // Set data for the fake xhr object - jqXHR.status = status; - jqXHR.statusText = ( nativeStatusText || statusText ) + ""; - - // Success/Error - if ( isSuccess ) { - deferred.resolveWith( callbackContext, [ success, statusText, jqXHR ] ); - } else { - deferred.rejectWith( callbackContext, [ jqXHR, statusText, error ] ); - } - - // Status-dependent callbacks - jqXHR.statusCode( statusCode ); - statusCode = undefined; - - if ( fireGlobals ) { - globalEventContext.trigger( isSuccess ? "ajaxSuccess" : "ajaxError", - [ jqXHR, s, isSuccess ? success : error ] ); - } - - // Complete - completeDeferred.fireWith( callbackContext, [ jqXHR, statusText ] ); - - if ( fireGlobals ) { - globalEventContext.trigger( "ajaxComplete", [ jqXHR, s ] ); - - // Handle the global AJAX counter - if ( !( --jQuery.active ) ) { - jQuery.event.trigger( "ajaxStop" ); - } - } - } - - return jqXHR; - }, - - getJSON: function( url, data, callback ) { - return jQuery.get( url, data, callback, "json" ); - }, - - getScript: function( url, callback ) { - return jQuery.get( url, undefined, callback, "script" ); - } -} ); - -jQuery.each( [ "get", "post" ], function( i, method ) { - jQuery[ method ] = function( url, data, callback, type ) { - - // Shift arguments if data argument was omitted - if ( jQuery.isFunction( data ) ) { - type = type || callback; - callback = data; - data = undefined; - } - - // The url can be an options object (which then must have .url) - return jQuery.ajax( jQuery.extend( { - url: url, - type: method, - dataType: type, - data: data, - success: callback - }, jQuery.isPlainObject( url ) && url ) ); - }; -} ); - - -jQuery._evalUrl = function( url ) { - return jQuery.ajax( { - url: url, - - // Make this explicit, since user can override this through ajaxSetup (#11264) - type: "GET", - dataType: "script", - cache: true, - async: false, - global: false, - "throws": true - } ); -}; - - -jQuery.fn.extend( { - wrapAll: function( html ) { - var wrap; - - if ( this[ 0 ] ) { - if ( jQuery.isFunction( html ) ) { - html = html.call( this[ 0 ] ); - } - - // The elements to wrap the target around - wrap = jQuery( html, this[ 0 ].ownerDocument ).eq( 0 ).clone( true ); - - if ( this[ 0 ].parentNode ) { - wrap.insertBefore( this[ 0 ] ); - } - - wrap.map( function() { - var elem = this; - - while ( elem.firstElementChild ) { - elem = elem.firstElementChild; - } - - return elem; - } ).append( this ); - } - - return this; - }, - - wrapInner: function( html ) { - if ( jQuery.isFunction( html ) ) { - return this.each( function( i ) { - jQuery( this ).wrapInner( html.call( this, i ) ); - } ); - } - - return this.each( function() { - var self = jQuery( this ), - contents = self.contents(); - - if ( contents.length ) { - contents.wrapAll( html ); - - } else { - self.append( html ); - } - } ); - }, - - wrap: function( html ) { - var isFunction = jQuery.isFunction( html ); - - return this.each( function( i ) { - jQuery( this ).wrapAll( isFunction ? html.call( this, i ) : html ); - } ); - }, - - unwrap: function( selector ) { - this.parent( selector ).not( "body" ).each( function() { - jQuery( this ).replaceWith( this.childNodes ); - } ); - return this; - } -} ); - - -jQuery.expr.pseudos.hidden = function( elem ) { - return !jQuery.expr.pseudos.visible( elem ); -}; -jQuery.expr.pseudos.visible = function( elem ) { - return !!( elem.offsetWidth || elem.offsetHeight || elem.getClientRects().length ); -}; - - - - -jQuery.ajaxSettings.xhr = function() { - try { - return new window.XMLHttpRequest(); - } catch ( e ) {} -}; - -var xhrSuccessStatus = { - - // File protocol always yields status code 0, assume 200 - 0: 200, - - // Support: IE <=9 only - // #1450: sometimes IE returns 1223 when it should be 204 - 1223: 204 - }, - xhrSupported = jQuery.ajaxSettings.xhr(); - -support.cors = !!xhrSupported && ( "withCredentials" in xhrSupported ); -support.ajax = xhrSupported = !!xhrSupported; - -jQuery.ajaxTransport( function( options ) { - var callback, errorCallback; - - // Cross domain only allowed if supported through XMLHttpRequest - if ( support.cors || xhrSupported && !options.crossDomain ) { - return { - send: function( headers, complete ) { - var i, - xhr = options.xhr(); - - xhr.open( - options.type, - options.url, - options.async, - options.username, - options.password - ); - - // Apply custom fields if provided - if ( options.xhrFields ) { - for ( i in options.xhrFields ) { - xhr[ i ] = options.xhrFields[ i ]; - } - } - - // Override mime type if needed - if ( options.mimeType && xhr.overrideMimeType ) { - xhr.overrideMimeType( options.mimeType ); - } - - // X-Requested-With header - // For cross-domain requests, seeing as conditions for a preflight are - // akin to a jigsaw puzzle, we simply never set it to be sure. - // (it can always be set on a per-request basis or even using ajaxSetup) - // For same-domain requests, won't change header if already provided. - if ( !options.crossDomain && !headers[ "X-Requested-With" ] ) { - headers[ "X-Requested-With" ] = "XMLHttpRequest"; - } - - // Set headers - for ( i in headers ) { - xhr.setRequestHeader( i, headers[ i ] ); - } - - // Callback - callback = function( type ) { - return function() { - if ( callback ) { - callback = errorCallback = xhr.onload = - xhr.onerror = xhr.onabort = xhr.onreadystatechange = null; - - if ( type === "abort" ) { - xhr.abort(); - } else if ( type === "error" ) { - - // Support: IE <=9 only - // On a manual native abort, IE9 throws - // errors on any property access that is not readyState - if ( typeof xhr.status !== "number" ) { - complete( 0, "error" ); - } else { - complete( - - // File: protocol always yields status 0; see #8605, #14207 - xhr.status, - xhr.statusText - ); - } - } else { - complete( - xhrSuccessStatus[ xhr.status ] || xhr.status, - xhr.statusText, - - // Support: IE <=9 only - // IE9 has no XHR2 but throws on binary (trac-11426) - // For XHR2 non-text, let the caller handle it (gh-2498) - ( xhr.responseType || "text" ) !== "text" || - typeof xhr.responseText !== "string" ? - { binary: xhr.response } : - { text: xhr.responseText }, - xhr.getAllResponseHeaders() - ); - } - } - }; - }; - - // Listen to events - xhr.onload = callback(); - errorCallback = xhr.onerror = callback( "error" ); - - // Support: IE 9 only - // Use onreadystatechange to replace onabort - // to handle uncaught aborts - if ( xhr.onabort !== undefined ) { - xhr.onabort = errorCallback; - } else { - xhr.onreadystatechange = function() { - - // Check readyState before timeout as it changes - if ( xhr.readyState === 4 ) { - - // Allow onerror to be called first, - // but that will not handle a native abort - // Also, save errorCallback to a variable - // as xhr.onerror cannot be accessed - window.setTimeout( function() { - if ( callback ) { - errorCallback(); - } - } ); - } - }; - } - - // Create the abort callback - callback = callback( "abort" ); - - try { - - // Do send the request (this may raise an exception) - xhr.send( options.hasContent && options.data || null ); - } catch ( e ) { - - // #14683: Only rethrow if this hasn't been notified as an error yet - if ( callback ) { - throw e; - } - } - }, - - abort: function() { - if ( callback ) { - callback(); - } - } - }; - } -} ); - - - - -// Prevent auto-execution of scripts when no explicit dataType was provided (See gh-2432) -jQuery.ajaxPrefilter( function( s ) { - if ( s.crossDomain ) { - s.contents.script = false; - } -} ); - -// Install script dataType -jQuery.ajaxSetup( { - accepts: { - script: "text/javascript, application/javascript, " + - "application/ecmascript, application/x-ecmascript" - }, - contents: { - script: /\b(?:java|ecma)script\b/ - }, - converters: { - "text script": function( text ) { - jQuery.globalEval( text ); - return text; - } - } -} ); - -// Handle cache's special case and crossDomain -jQuery.ajaxPrefilter( "script", function( s ) { - if ( s.cache === undefined ) { - s.cache = false; - } - if ( s.crossDomain ) { - s.type = "GET"; - } -} ); - -// Bind script tag hack transport -jQuery.ajaxTransport( "script", function( s ) { - - // This transport only deals with cross domain requests - if ( s.crossDomain ) { - var script, callback; - return { - send: function( _, complete ) { - script = jQuery( " - - - - - - - - - - -
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Index

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Welcome to Osdag help!Ā¶

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Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Osdag team at IIT Bombay.
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The OSI file of a sample design can be loaded through the File -> Load input option of the appropriate module.

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Note

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The examples highlighted inside a box are from the Release 2018-06-21 and older versions of Osdag. Please use the examples with the appropriate version of Osdag.

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Osdag Homepage.Ā¶

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1. ConnectionĀ¶

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1.1. Shear ConnectionĀ¶

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1.1.1. Fin PlateĀ¶

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1.1.1.1 Column Flange-Beam Web (CFBW) connectivity

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Sample Problem 1

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Design a Fin Plate connection for a beam MB 350 connected to a column HB 450 to transfer a factored shear force of 180 kN and an axial force of 50 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

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Perform an optimum design by adopting the following design specifications:

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  • Bolt type: Friction grip (HSFG); Diameter: 12, 16, 20, 24, 30; Grade: 4.6, 4.8, 5.6, 6.8, 8.8

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  • Plate: Material E 350 (Fe 490); Thickness (mm): 10, 12, 16, 18, 20

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  • Bolt hole type is standard and slip factor is 0.3

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  • The plate edges are machine-flame cut

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  • Gap between the members is 15 mm

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Download:

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DesignReport_1.1.1.1.1.pdf.

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Example_1.1.1.1.1.osi.

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Sample Problem 2

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Design a Fin Plate connection for a beam WB 300 connected to a column PBP 300 X 88.48 to transfer a factored shear force of 175 kN and an axial force of 35 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

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Perform a design check by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 20; Grade: 6.8

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

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  • Bolt hole type is standard

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  • The plate edges are hand flame cut

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  • Gap between the members is 10 mm

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Download:

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DesignReport_1.1.1.1.2.pdf.

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Example_1.1.1.1.2.osi.

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1.1.1.2. Column Web-Beam Web (CWBW) connectivity

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Sample Problem 1

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Design a Fin Plate connection for a beam NPB 350 X 250 X 79.18 connected to a column PBP 400 X 230.9 to transfer a factored shear force of 225 kN and an axial force of 100 kN. -The grade of the beam and the column material is E 350 (Fe 410 W)A respectively.

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Perform an optimum design by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 12, 16, 20, 24 ; Grade: 4.6, 8.8, 10.9

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 12, 14, 16, 18, 20, 22, 25

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  • Bolt hole type is over-sized

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  • The ultimate strength of the weld material is, fu = 510 MPa

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  • The plate edges are machine-flame cut

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  • Gap between the members is 12 mm

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Download:

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DesignReport_1.1.1.2.1.pdf.

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Example_1.1.1.2.1.osi.

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Sample Problem 2

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Design a Fin Plate connection for a beam WPB 300 X 300 X 100.85 connected to a column UC 356 X 368 X 129 to transfer a factored shear force of 140 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

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Perform a design check by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 16; Grade: 4.6

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16

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  • Bolt hole type is standard

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  • The plate edges are machine-flame cut

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  • Gap between the members is 10 mm

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Download:

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DesignReport_1.1.1.2.2.pdf.

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Example_1.1.1.2.2.osi.

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1.1.1.3. Beam-Beam (BB) connectivity

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Sample Problem 1

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Design a Fin Plate connection for a primary beam WB 400 connected to a secondary beam MB 300 to transfer a factored shear force of 160 kN and an axial force of 20 kN. -The grade of the primary and secondary beam material is E 300 (Fe 440) respectively.

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Perform an optimum design by adopting the following design specifications:

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  • Bolt type: Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 10.9

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22

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  • Bolt hole type is standard

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  • Surface treatment: Sand blast (slip factor = 0.48)

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  • The plate edges are machine-flame cut

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  • Gap between the members is 5 mm

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Download:

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DesignReport_1.1.1.3.1.pdf.

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Example_1.1.1.3.1.osi.

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Sample Problem 2

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Design a Fin Plate connection for a primary beam UB 305 x 102 x 33 connected to a secondary beam MB 300 to transfer a factored shear force of 100 kN. -The grade of the primary and secondary beam material is E 250 (Fe 410 W)A respectively.

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Perform a design check by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 16; Grade: 5.8

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

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  • Bolt hole type is over-sized

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  • The ultimate strength of the weld material is, fu = 450 MPa

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  • The plate edges are hand flame cut

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  • Gap between the members is 10 mm

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Download:

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DesignReport_1.1.1.3.2.pdf.

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Example_1.1.1.3.2.osi.

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Note

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Example for Release 2018-06-21 and lower versions - Fin Plate

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1.1.1.1 Column Flange-Beam Web (CFBW) connectivity

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Sample Problem 1

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Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of grade 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut.

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Download:

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Design_Report_1.1.1.1.1.pdf.

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Design_Example_1.1.1.1.1.osi.

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Sample Problem 2

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Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of grade 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut.

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Download:

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Design_Report_1.1.1.1.2.pdf.

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Design_Example_1.1.1.1.2.osi.

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Note

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Example for Release 2018-06-21 and lower versions - Fin Plate

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1.1.1.2. Column Web-Beam Web (CWBW) connectivity

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Sample Problem 1

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Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut.

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Download:

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Design_Report_1.1.1.2.1.pdf.

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Design_Example_1.1.1.2.1.osi.

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Sample Problem 2

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Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of grade 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive.

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Download:

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Design_Report_1.1.1.2.2.pdf.

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Design_Example_1.1.1.2.2.osi.

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Note

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Example for Release 2018-06-21 and lower versions - Fin Plate

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1.1.1.3. Beam-Beam (BB) connectivity

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Sample Problem 1

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Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of grade 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut.

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Download:

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Design_Report_1.1.1.3.1.pdf.

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Design_Example_1.1.1.3.1.osi.

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Sample Problem 2

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Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut.

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Download:

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Design_Report_1.1.1.3.2.pdf.

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Design_Example_1.1.1.3.2.osi.

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1.1.2. End PlateĀ¶

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1.1.2.1. Column Flange-Beam Web (CFBW) connectivity

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Sample Problem 1

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Design an End Plate connection for a beam LB 400 connected to a column PBP 300 X 109.54 to transfer a factored shear force of 240 kN and an axial force of 125 kN. -The grade of the beam and the column material are E 250 (Fe 410 W)A and E 350 (Fe 490) respectively.

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Perform an optimum design by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 16, 20, 24, 30; Grade: 4.8, 5.6, 6.8, 9.8

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 18, 20, 22, 25, 28

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  • Bolt hole type is standard

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  • The plate edges are machine-flame cut

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Download:

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DesignReport_1.1.2.1.1.pdf.

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Example_1.1.2.1.1.osi.

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Sample Problem 2

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Design an End Plate connection for a beam UB 356 x 127 x 39 connected to a column UB 254 x 254 x 89 to transfer a factored shear force of 250 kN and an axial force of 80 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

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Perform a design check by adopting the following design specifications:

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  • Bolt type: Friction grip (HSFG); Diameter: 24; Grade: 8.8

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  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 18

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  • Bolt hole type is standard and slip factor is 0.25

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  • The plate edges are hand flame cut

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Download:

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DesignReport_1.1.2.1.2.pdf.

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Example_1.1.2.1.2.osi.

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1.1.2.2. Column Web-Beam Web (CWBW) connectivity

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Sample Problem 1

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Design an End Plate connection for a beam WB 300 connected to a column HB 350 to transfer a factored shear force of 220 kN and an axial force of 30 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A.

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Perform an optimum design by adopting the following design specifications:

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  • Bolt type: Bearing bolt; Diameter: 16, 20, 24; Grade: 4.6, 4.8, 5.6, 5.8

    • -

  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 20

    • -

  • Bolt hole type is over-sized

    • -

  • The ultimate strength of the weld material is, fu = 500 MPa

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.2.2.1.pdf.

-

Example_1.1.2.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design an End Plate connection for a beam MB 400 connected to a column HB 350 to transfer a factored shear force of 275 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20; Grade: 9.8

    • -

  • Plate: Material E 250 (Fe 410 W)A; Thickness(mm): 20

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.2.2.2.pdf.

-

Example_1.1.2.2.2.osi.

-
-
-

1.1.2.3. Beam-Beam (BB) connectivity

-
-

Sample Problem 1

-
-

Design an End Plate connection for a primary beam WB 400 connected to a secondary beam MB 300 to transfer a factored shear force of 160 kN and an axial force of 20 kN. -The grade of the primary and secondary beam material is E 300 (Fe 440) respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 10.9

    • -

  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Sand blast (slip factor = 0.48)

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.2.3.1.pdf.

-

Example_1.1.2.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design an End Plate connection for a primary beam UB 305 x 102 x 33 connected to a secondary beam MB 300 to transfer a factored shear force of 100 kN. -The grade of the primary and secondary beam material is E 250 (Fe 410 W)A respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16; Grade: 5.8

    • -

  • Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

    • -

  • Bolt hole type is over-sized

    • -

  • The ultimate strength of the weld material is, fu = 450 MPa

    • -

  • The plate edges are hand flame cut

    • -
-
-

Download:

-

DesignReport_1.1.2.3.2.pdf.

-

Example_1.1.2.3.2.osi.

-
-
-

Note

-

Example for Release 2018-06-21 and lower versions - End Plate

-

1.1.2.1. Column Flange-Beam Web (CFBW) connectivity

-
-

Sample Problem 1

-
-

Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of grade 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut.

-
-

Download:

-

Design_Report_1.1.2.1.1.pdf.

-

Design_Example_1.1.2.1.1.osi.

-

Sample Problem 2

-
-

Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of grade 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.

-
-

Download:

-

Design_Report_1.1.2.1.2.pdf.

-

Design_Example_1.1.2.1.2.osi.

-
-
-
-
-

Note

-

Example for Release 2018-06-21 and lower versions - End Plate

-

1.1.2.2. Column Web-Beam Web (CWBW) connectivity

-
-

Sample Problem 1

-
-

Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut.

-
-

Download:

-

Design_Report_1.1.2.2.1.pdf.

-

Design_Example_1.1.2.2.1.osi.

-

Sample Problem 2

-
-

Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of grade 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut.

-
-

Download:

-

Design_Report_1.1.2.2.2.pdf.

-

Design_Example_1.1.2.2.2.osi.

-
-
-
-
-

Note

-

Example for Release 2018-06-21 and lower versions - End Plate

-

1.1.2.3. Beam-Beam (BB) connectivity

-
-

Sample Problem 1

-
-

Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of grade 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut.

-
-

Download:

-

Design_Report_1.1.2.3.1.pdf.

-

Design_Example_1.1.2.3.1.osi.

-

Sample Problem 2

-
-

Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.

-
-

Download:

-

Design_Report_1.1.2.3.2.pdf.

-

Design_Example_1.1.2.3.2.osi.

-
-
-
-
-

1.1.3. Cleat AngleĀ¶

-

1.1.3.1. Column Flange-Beam Web (CFBW) connectivity

-
-

Sample Problem 1

-
-

Design a Cleat Angle connection for a beam MB 300 connected to a column HB 250 to transfer a factored shear force of 130 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16, 20; Grade: 4.6, 4.8

    • -

  • Angle: Material E 250 (Fe 410 W)A; Designation: 90 x 90 x 10, 90 x 90 x 12, 100 x 100 x 6, 100 x 100 x 8

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.1.1.pdf.

-

Example_1.1.3.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Cleat Angle connection for a beam MB 450 connected to a column UC 305 x 305 x 118 to transfer a factored shear force of 240 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Diameter: 20; Grade: 12.9

    • -

  • Cleat Angle: Material E 250 (Fe 410 W)A; Designation: 120 x 120 x 8

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Clean mill scale (slip factor = 0.33)

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.1.2.pdf.

-

Example_1.1.3.1.2.osi.

-
-
-

1.1.3.2. Column Web-Beam Web (CWBW) connectivity

-
-

Sample Problem 1

-
-

Design a Cleat Angle connection for a beam WPB 250 X 250 X 85.4 connected to a column PBP 300 X 95 to transfer a factored shear force of 170 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16, 20, 24; Grade: 6.8, 8.8, 98

    • -

  • Angle: Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.2.1.pdf.

-

Example_1.1.3.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Cleat Angle connection for a beam MB 450 connected to a column UC 305 x 305 x 118 to transfer a factored shear force of 240 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Diameter: 20; Grade: 12.9

    • -

  • Cleat Angle: Material E 250 (Fe 410 W)A; Designation: 80 x 80 x 8

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Clean mill scale (slip factor = 0.33)

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.2.2.pdf.

-

Example_1.1.3.2.2.osi.

-
-
-

1.1.3.3. Beam-Beam (BB) connectivity

-
-

Sample Problem 1

-
-

Design a Cleat Angle connection for a primary beam WB 400 connected to a secondary beam MB 300 to transfer a factored shear force of 160 kN. -The grade of the primary and secondary beam material is E 300 (Fe 440) respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 12.9

    • -

  • Cleat Angle: Material E 165 (Fe 290); Designation: 80 x 80 x 8, 90 x 90 x 6, 90 x 90 x 8, 90 x 90 x 10, 90 x 90 x 12, 100 x 100 x 8, 100 x 100 x 10, 110 x 110 x 10

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Sand blast (slip factor = 0.48)

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.3.1.pdf.

-

Example_1.1.3.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Cleat Angle connection for a primary beam UB 305 x 102 x 33 connected to a secondary beam MB 300 to transfer a factored shear force of 100 kN. -The grade of the primary and secondary beam material is E 250 (Fe 410 W)A respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16; Grade: 5.8

    • -

  • Cleat Angle: Material E 250 (Fe 410 W)A; Designation: 130 x 130 x 10

    • -

  • Bolt hole type is over-sized

    • -

  • The plate edges are hand flame cut

    • -
-
-

Download:

-

DesignReport_1.1.3.3.2.pdf.

-

Example_1.1.3.3.2.osi.

-
-
-

Note

-

Examples for Release 2018-06-21 and lower versions - Cleat Angle

-

1.1.3.1. Column Flange-Beam Web (CFBW) connectivity

-
-

Sample Problem 1

-
-

Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut.

-
-

Download:

-

Design_Report_1.1.3.1.1.pdf.

-

Design_Example_1.1.3.1.1.osi.

-

Sample Problem 2

-
-

Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of grade 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive.

-
-

Download:

-

Design_Report_1.1.3.1.2.pdf.

-

Design_Example_1.1.3.1.2.osi.

-
-
-
-
-

Note

-

Examples for Release 2018-06-21 and lower versions - Cleat Angle

-

1.1.3.2. Column Web-Beam Web (CWBW) connectivity

-
-

Sample Problem 1

-
-

Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm.

-
-

Download:

-

Design_Report_1.1.3.2.1.pdf.

-

Design_Example_1.1.3.2.1.osi.

-

Sample Problem 2

-
-

Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of grade 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive.

-
-

Download:

-

Design_Report_1.1.3.2.2.pdf.

-

Design_Example_1.1.3.2.2.osi.

-
-
-
-
-

Note

-

Examples for Release 2018-06-21 and lower versions - Cleat Angle

-

1.1.3.3. Beam-Beam (BB) connectivity

-
-

Sample Problem 1

-
-

Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of grade 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut.

-
-

Download:

-

Design_Report_1.1.3.3.1.pdf.

-

Design_Example_1.1.3.3.1.osi.

-

Sample Problem 2

-
-

Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm.

-
-

Download:

-

Design_Report_1.1.3.3.2.pdf.

-

Design_Example_1.1.3.3.2.osi.

-
-
-
-
-

1.1.4. Seated AngleĀ¶

-

1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity

-
-

Sample Problem 1

-
-

Design a Seated Angle connection for a beam WB 400 connected to a column PBP 360 X 152.2 to transfer a factored shear force of 210 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8

    • -

  • Seated Angle: Material E 300 (Fe 440); Designation: All the sections available with the Osdag database

    • -

  • Top Angle: Material E 300 (Fe 440); Designation: All the sections available with the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 10 mm

    • -
-
-

Download:

-

DesignReport_1.1.4.1.1.pdf.

-

Example_1.1.4.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Seated Angle connection for a beam MB 500 connected to a column UC 305 x 305 x 118 to transfer a factored shear force of 185 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Diameter: 20; Grade: 12.9

    • -

  • Seated Angle: Material E 250 (Fe 410 W)A; Designation: 150 x 150 x 10

    • -

  • Top Angle: Material E 250 (Fe 410 W)A; Designation: 150 x 150 x 10

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Blasted with short or grit, loose rust removed (slip factor = 0.5)

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 10 mm

    • -
-
-

Download:

-

DesignReport_1.1.4.1.2.pdf.

-

Example_1.1.4.1.2.osi.

-
-
-

1.1.4.2. Column Web-Beam Flange (CWBF) connectivity

-
-

Sample Problem 1

-
-

Design a Seated Angle connection for a beam MB 400 connected to a column HB 450 to transfer a factored shear force of 230 kN. -The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8

    • -

  • Seated Angle: Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database

    • -

  • Top Angle: Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 10 mm

    • -
-
-

Download:

-

DesignReport_1.1.4.2.1.pdf.

-

Example_1.1.4.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Seated Angle connection for a beam LB 325 connected to a column UC 203 x 203 x 52 to transfer a factored shear force of 90 kN. -The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16; Grade: 8.8

    • -

  • Seated Angle: Material E 250 (Fe 410 W)A; Designation: 90 x 90 x 10

    • -

  • Top Angle: Material E 250 (Fe 410 W)A; Designation: 80 x 80 x 10

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 10 mm

    • -
-
-

Download:

-

DesignReport_1.1.4.2.2.pdf.

-

Example_1.1.4.2.2.osi.

-
-
-

Note

-

Examples for Release 2018-06-21 and lower versions - Seated Angle

-

1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity

-
-

Sample Problem 1

-
-

Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut.

-
-

Download:

-

Design_Report_1.1.4.1.1.pdf.

-

Design_Example_1.1.4.1.1.osi.

-

Sample Problem 2

-
-

Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive.

-
-

Download:

-

Design_Report_1.1.4.1.2.pdf.

-

Design_Example_1.1.4.1.2.osi.

-
-
-
-
-

Note

-

Examples for Release 2018-06-21 and lower versions - Seated Angle

-

1.1.4.2. Column Web-Beam Flange (CWBF) connectivity

-
-

Sample Problem 1

-
-

Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as machine flame cut.

-
-

Download:

-

Design_Report_1.1.4.2.1.pdf.

-

Design_Example_1.1.4.2.1.osi.

-

Sample Problem 2

-
-

Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm.

-
-

Download:

-

Design_Report_1.1.4.2.2.pdf.

-

Design_Example_1.1.4.2.2.osi.

-
-
-
-
-
-

1.2. Moment ConnectionĀ¶

-
-

1.2.1. Beam-to-Beam Splice ConnectionĀ¶

-
-
1.2.1.1. Cover Plate BoltedĀ¶
-
-

Sample Problem 1

-
-

Design a Beam-Beam Cover Plate Splice connection for a beam UB 610 x 305 x 179. The grade of the beam material is E 300 (Fe 440).

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 300 kNm (reversible)

    • -

  • Shear Force: 160 kN

    • -

  • Axial Force: 40 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30, 36; Grade: 6.8, 8.8, 9.8

    • -

  • Flange Splice Plate: Material E 250 (Fe 410 W)A; Preference: Outside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Web Splice Plate: Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.1.1.pdf.

-

Example_1.2.1.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Beam Cover Plate Splice connection for a beam WPB 900 x 300 x 198.01. The grade of the beam material is E 350 (Fe 490).

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 395 kNm (reversible)

    • -

  • Shear Force: 110 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 24; Grade: 8.8

    • -

  • Flange Splice Plate: Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Web Splice Plate: Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is over-sized

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.1.2.pdf.

-

Example_1.2.1.1.2.osi.

-
-
-
-

Note

-

Example for Release 2018-06-21 and lower versions - Cover Plate Bolted Connection

-

Sample Problem 1

-
-

Design a bolted cover plate splice connection for beam MB 450 to transfer a factored external moment of 140 kNm, factored shear of 110 kN and factored axial force of 40 kN. Use M20 Friction grip bolts of grade 8.8. Try 20mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast.

-
-

Download:

-

Design_Report_1.2.1.1.1.1.pdf.

-

Design_Example_1.2.1.1.1.1.osi.

-

Sample Problem 2

-
-

Design a bolted cover plate splice connection for beam NPB 350 x 250 x 79.2 to transfer a factored external moment and shear force of 225 kNm ad 55 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, edge as machine-flame cut, slip factor as 0.33 and gap between the beams as 3mm.

-
-

Download:

-

Design_Report_1.2.1.1.1.2.pdf.

-

Design_Example_1.2.1.1.1.2.osi.

-
-
-
-
1.2.1.2. End PlateĀ¶
-

1.2.1.2.1. Coplanar Tension-Compression Flange

-

1.2.1.2.1.1. Flushed - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Beam End Plate Splice connection for a beam WB 500. The grade of the beam material is E 250 (Fe 410 W)A.

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 250 kNm (reversible)

    • -

  • Shear Force: 120 kN

    • -

  • Axial Force: 35 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 20, 22, 25, 28, 32

    • -

  • Bolt hole type is standard

    • -

  • The ultimate strength of the weld material is, fu = 500 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.1.1.pdf.

-

Example_1.2.1.2.1.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Beam End Plate Splice connection for a beam MB 400. The grade of the beam material is E 250 (Fe 410 W)A.

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 100 kNm (reversible)

    • -

  • Shear Force: 40 kN

    • -

  • Axial Force: 20 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 12.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 22

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Sand blast (slip factor = 0.48)

    • -

  • The ultimate strength of the weld material is, fu = 450 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are exposed to marine environment

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.1.2.pdf.

-

Example_1.2.1.2.1.1.2.osi.

-
-
-

1.2.1.2.1.2. Extended One way - Irreversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Beam End Plate Splice connection for a beam UB 610 x 229 x 125. The grade of the beam material is E 300 (Fe 440).

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 300 kNm (irreversible)

    • -

  • Shear Force: 140 kN

    • -

  • Axial Force: 50 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 8.8, 10.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 18, 20, 22

    • -

  • Bolt hole type is standard

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are hand flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.2.1.pdf.

-

Example_1.2.1.2.1.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Beam End Plate Splice connection for a beam LB 400. The grade of the beam material is E 250 (Fe 410 W)A.

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 110 kNm (irreversible)

    • -

  • Shear Force: 55 kN

    • -

  • Axial Force: 15 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20; Grade: 5.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 12

    • -

  • Bolt hole type is standard

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.2.2.pdf.

-

Example_1.2.1.2.1.2.2.osi.

-
-
-

1.2.1.2.1.3. Extended Both Ways - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Beam End Plate Splice connection for a beam WPB 360 X 300 X 91.4. The grade of the beam material is E 250 (Fe 410 W)A.

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 120 kNm (reversible)

    • -

  • Shear Force: 75 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24; Grade: 4.6, 4.8, 5.6, 5.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16

    • -

  • Bolt hole type is standard

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.3.1.pdf.

-

Example_1.2.1.2.1.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Beam End Plate Splice connection for a beam UB 406 x 140 x 46. The grade of the beam material is E 300 (Fe 440).

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 85 kNm (reversible)

    • -

  • Shear Force: 40 kN

    • -

  • Axial Force: 12 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 12.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

    • -

  • Bolt hole type is standard and bot type is Pre-tensioned

    • -

  • Surface treatment: Sand blast (slip factor = 0.48)

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.1.2.1.3.2.pdf.

-

Example_1.2.1.2.1.3.2.osi.

-
-
-

Note

-

Example for Release 2018-06-21 and lower versions - End Plate Splice Connection (Extended both ways)

-

Sample Problem 1

-
-

Design a bolted extended (both way) end plate spliced connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 100 kNm and 40 kN. Use M20 bearing bolts of grade 9.8. Try an end plate 20 mm thick and weld of sizes 8 mm and 6 mm at flange and web, respectively. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut.

-
-

Download:

-

Design_Report_1.2.1.2.1.1.pdf.

-

Design_Example_1.2.1.2.1.1.osi.

-

Sample Problem 2

-
-

Design a bolted extended (both way) end plate spliced connection for a beam MB 450, for transferring a factored reversible moment, shear force and axial force of 170 kNm, 100 kN and 40 kN, respectively. Use M20 friction grip bolts of grade 8.8. Try an end plate 12 mm thick. The size of weld at flange and web is 6 mm and 8 mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.3. The type of weld is shop weld and the edge type is sheared or hand flame cut.

-
-

Download:

-

Design_Report_1.2.1.2.1.2.pdf.

-

Design_Example_1.2.1.2.1.2.osi.

-
-
-
-
1.2.1.3. Cover Plate WeldedĀ¶
-
-

Sample Problem 1

-
-

Design a Beam-Beam Cover Plate Splice connection for a beam UB 686 x 254 x 140. The grade of the beam material is E 300 (Fe 440).

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 235 kNm (reversible)

    • -

  • Shear Force: 150 kN

    • -

  • Axial Force: 20 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Flange Splice Plate: Material E 250 (Fe 410 W)A; Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Web Splice Plate: Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Type of weld fabrication: Field weld

    • -

  • The ultimate strength of the weld material is, fu = 550 MPa

    • -

  • Gap between the members is 5 mm

    • -

  • Members are exposed to (mild) marine environment

    • -
-
-

Download:

-

DesignReport_1.2.1.3.1.pdf.

-

Example_1.2.1.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Beam Cover Plate Splice connection for a beam WB 400. The grade of the beam material is E 250 (Fe 410 W)A.

-

The beam is subjected to the following loading condition;

-
    -

  • Bending Moment: 150 kNm (reversible)

    • -

  • Shear Force: 80 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Flange Splice Plate: Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): 18

    • -

  • Web Splice Plate: Material E 300 (Fe 440); Thickness (mm): 12

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 450 MPa

    • -

  • Gap between the members is 8 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.1.3.2.pdf.

-

Example_1.2.1.3.2.osi.

-
-
-
-
-

1.2.2. Beam-to-Column ConnectionĀ¶

-
-
1.2.2.1. End PlateĀ¶
-

1.2.2.1.1. Column Flange-Beam Web (CFBW) connectivity

-

1.2.2.1.1.1. Flushed - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam WB 500 connected to a column PBP 400 X 140.2. The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 220 kNm (reversible)

    • -

  • Shear Force: 95 kN

    • -

  • Axial Force: 32 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 24, 30; Grade: 10.9, 12.9

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 20, 22, 25, 28, 32

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 510 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.1.1.pdf.

-

Example_1.2.2.1.1.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam MB 500 connected to a column UC 305 x 305 x 118. The grade of the beam and the column material are E 250 (Fe 410 W)A and E 300 (Fe 440) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 150 kNm (reversible)

    • -

  • Shear Force: 90 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 20; Grade: 12.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 28

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Sand blast (slip factor = 0.48)

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are exposed to marine environment

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.1.2.pdf.

-

Example_1.2.2.1.1.1.2.osi.

-
-
-

1.2.2.1.1.2. Extended One way - Irreversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam WB 450 connected to a column HB 450. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 210 kNm (reversible)

    • -

  • Shear Force: 40 kN

    • -

  • Axial Force: 15 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8, 9.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are hand flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.2.1.pdf.

-

Example_1.2.2.1.1.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam LB 450 connected to a column PBP 300 X 124.2. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 100 kNm (reversible)

    • -

  • Shear Force: 55 kN

    • -

  • Axial Force: 12 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 24; Grade: 10.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 410 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.2.2.pdf.

-

Example_1.2.2.1.1.2.2.osi.

-
-
-

1.2.2.1.1.3. Extended Both Ways - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam MB 500 connected to a column PBP 400 X 158.1. The grade of the beam and the column material are E 300 (Fe 440) and E 350 (Fe 490) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 180 kNm (reversible)

    • -

  • Shear Force: 100 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8, 9.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 20, 22

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 590 MPa

    • -

  • The plate edges are hand flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are exposed to marine environment

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.3.1.pdf.

-

Example_1.2.2.1.1.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam LB(P) 300 connected to a column HB 300. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 90 kNm (reversible)

    • -

  • Shear Force: 45 kN

    • -

  • Axial Force: 10 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 8.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 18

    • -

  • Bolt hole type is standard and bot type is Pre-tensioned

    • -

  • Surface treatment: Clean mill scale (slip factor = 0.33)

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.1.3.2.pdf.

-

Example_1.2.2.1.1.3.2.osi.

-
-
-

1.2.2.1.2. Column Web-Beam Web (CWBW) connectivity

-

1.2.2.1.2.1. Flushed - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam WB 300 connected to a column HB 450. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 75 kNm (reversible)

    • -

  • Shear Force: 50 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 16, 20, 24, 30; Grade: 8.8, 9.8, 10.9

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 14, 16, 18, 20

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 490 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.1.1.pdf.

-

Example_1.2.2.1.2.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam MB 300 connected to a column UC 305 x 305 x 118. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 45 kNm (reversible)

    • -

  • Shear Force: 70 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20; Grade: 9.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 435 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are exposed to marine environment

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.1.2.pdf.

-

Example_1.2.2.1.2.1.2.osi.

-
-
-

1.2.2.1.2.2. Extended One way - Irreversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam NPB 300 x 200 x 59.57 connected to a column PBP 400 X 122.4. The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 73 kNm (irreversible)

    • -

  • Shear Force: 50 kN

    • -

  • Axial Force: 15 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24; Grade: 8.8, 9.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 18

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 440 MPa

    • -

  • The plate edges are hand flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.2.1.pdf.

-

Example_1.2.2.1.2.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam LB 400 connected to a column PBP 400 X 122.4. The grade of the beam and the column material is E 300 (Fe 440) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 110 kNm (irreversible)

    • -

  • Shear Force: 55 kN

    • -

  • Axial Force: 15 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20; Grade: 4.8

    • -

  • End Plate: E 300 (Fe 440); Thickness (mm): 16

    • -

  • Bolt hole type is standard

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 450 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.2.2.pdf.

-

Example_1.2.2.1.2.2.2.osi.

-
-
-

1.2.2.1.2.3. Extended Both Ways - Reversible Moment

-
-

Sample Problem 1

-
-

Design a Beam-Column End Plate connection for a beam UB 305 x 165 x 40 connected to a column UC 356 x 406 x 235. The grade of the beam and the column material are E 300 (Fe 440) and E 350 (Fe 490) respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 65 kNm (reversible)

    • -

  • Shear Force: 150 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 24; Grade: 8.8

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20

    • -

  • Bolt hole type is standard and slip factor is 0.3

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 450 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.3.1.pdf.

-

Example_1.2.2.1.2.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Beam-Column End Plate connection for a beam MB 500 connected to a column PBP 400 X 212.5. The grade of the beam and the column material is E 250 (Fe 410 W)A respectively.

-

The load transferred from the beam to the column is as follows;

-
    -

  • Bending Moment: 85 kNm (reversible)

    • -

  • Shear Force: 120 kN

    • -

  • Axial Force: 18 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 20; Grade: 8.8

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 20

    • -

  • Bolt hole type is standard and bot type is Pre-tensioned

    • -

  • Surface treatment: Blasted with short or girt (slip factor = 0.5)

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 500 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -
-
-

Download:

-

DesignReport_1.2.2.1.2.3.2.pdf.

-

Example_1.2.2.1.2.3.2.osi.

-
-
-
-
-

1.2.3. Column-to-Column Splice ConnectionĀ¶

-
-
1.2.3.1. Cover Plate BoltedĀ¶
-
-

Sample Problem 1

-
-

Design a Column-Column Cover Plate bolted connection for a column HB 300. The grade of the column material is E 300 (Fe 440).

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 127 kNm (reversible)

    • -

  • Axial Force: 320 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 20, 24, 30; Grade: 10.9, 12.9

    • -

  • Flange Splice Plate: Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Web Splice Plate: Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is over-sized

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.1.1.pdf.

-

Example_1.2.3.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Column-Column Cover Plate bolted connection for a column PBP 400 X 176.1. The grade of the column material is E 300 (Fe 440).

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 60 kNm (reversible)

    • -

  • Shear Force: 40 kN

    • -

  • Axial Force: 520 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 24; Grade: 8.8

    • -

  • Flange Splice Plate: Material E 300 (Fe 440); Preference: Outside; Thickness (mm): 20

    • -

  • Web Splice Plate: Material E 300 (Fe 440); Thickness (mm): 16

    • -

  • Bolt hole type is standard

    • -

  • Surface treatment: Sand blasted (slip factor = 0.52)

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are exposed to marine environment

    • -
-
-

Download:

-

DesignReport_1.2.3.1.2.pdf.

-

Example_1.2.3.1.2.osi.

-
-
-
-
1.2.3.2. Cover Plate WeldedĀ¶
-
-

Sample Problem 1

-
-

Design a Column-Column Cover Plate welded connection for a column PBP 400 X 140.2. The grade of the column material is E 300 (Fe 440).

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 127 kNm (reversible)

    • -

  • Axial Force: 370 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Flange Splice Plate: Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Web Splice Plate: Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Type of weld fabrication: Field weld

    • -

  • The ultimate strength of the weld material is, fu = 540 MPa

    • -

  • Gap between the members is 3 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.2.1.pdf.

-

Example_1.2.3.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Column-Column Cover Plate welded connection for a column HB 400. The grade of the column material is E 250 (Fe 410 W)A.

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 50 kNm (reversible)

    • -

  • Shear Force: 30 kN

    • -

  • Axial Force: 480 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Flange Splice Plate: Material E 250 (Fe 410 W)A; Preference: Outside; Thickness (mm): 18

    • -

  • Web Splice Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

    • -

  • Type of weld fabrication: Field weld

    • -

  • The ultimate strength of the weld material is, fu = 510 MPa

    • -

  • Gap between the members is 5 mm

    • -

  • Members are exposed to (mild) marine environment

    • -
-
-

Download:

-

DesignReport_1.2.3.2.2.pdf.

-

Example_1.2.3.2.2.osi.

-
-
-
-
1.2.3.3. End PlateĀ¶
-

1.2.3.3.1. Flush End Plate

-
-

Sample Problem 1

-
-

Design a Column-Column End Plate connection for a column HB 250. The grade of the column material is E 250 (Fe 410 W)A.

-

The column is subjected to the following loading condition;

-
    -

  • Axial Force: 350 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 24, 30; Grade: 8.8, 9.8, 10.9, 12.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.3.1.1.pdf.

-

Example_1.2.3.3.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Column-Column End Plate connection for a column PBP 300 X 95. The grade of the column material is E 300 (Fe 440).

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 50 kNm (reversible)

    • -

  • Shear Force: 20 kN

    • -

  • Axial Force: 250 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 30; Grade: 9.8

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 32

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.3.1.2.pdf.

-

Example_1.2.3.3.1.2.osi.

-
-
-

1.2.3.3.2. Extended Both Ways

-
-

Sample Problem 1

-
-

Design a Column-Column End Plate connection for a column HB 250. The grade of the column material is E 250 (Fe 410 W)A.

-

The column is subjected to the following loading condition;

-
    -

  • Axial Force: 350 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Bolt type: Bearing bolt; Diameter: 24, 30; Grade: 8.8, 9.8, 10.9, 12.9

    • -

  • End Plate: Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.3.2.1.pdf.

-

Example_1.2.3.3.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Column-Column End Plate connection for a column PBP 300 X 95. The grade of the column material is E 300 (Fe 440).

-

The column is subjected to the following loading condition;

-
    -

  • Bending Moment: 50 kNm (reversible)

    • -

  • Shear Force: 20 kN

    • -

  • Axial Force: 250 kN

    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Bolt type: Friction grip (HSFG); Pre-tensioned; Diameter: 30; Grade: 9.8

    • -

  • End Plate: Material E 300 (Fe 440); Thickness (mm): 32

    • -

  • Bolt hole type is standard

    • -

  • The plate edges are machine-flame cut

    • -

  • Gap between the members is 0 mm

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.2.3.3.2.2.pdf.

-

Example_1.2.3.3.2.2.osi.

-
-
-
-
-
-

1.3. Base Plate ConnectionĀ¶

-

1.3.1. Welded Column Base

-
-

Sample Problem 1

-
-

Design a Base Plate connection for a column HB 450 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 1100 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Column: Grade of the column material is E 250 (Fe 410 W)A.

    • -

  • Anchor Bolt: Type: End Plate Type; Diameter: M20, M24, M30; Grade: 8.8, 9.8

    • -

  • Footing: Grade of concrete is M 25

    • -

  • Base Plate: Material E 250 (Fe 410 W)A

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 510 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.1.1.pdf.

-

Example_1.3.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Base Plate connection for a column PBP 360 X 178.4 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 880 kN

    • -
  • -
    Shear Force (at base):
      -

    • Along major (z-z) axis: 25 kN

      • -

    • Along minor (y-y) axis: 10 kN

      • -
    -
    -
    -
    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Column: Grade of the column material is E 300 (Fe 440).

    • -

  • Anchor Bolt: Type: End Plate Type; Diameter: M20; Grade: 10.9

    • -

  • Footing: Grade of concrete is M 30

    • -

  • Base Plate: Material E 250 (Fe 410 W)A

    • -

  • Stiffener/Shear Key: Material E 250 (Fe 410 W)A

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 440 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are exposed to corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.1.2.pdf.

-

Example_1.3.1.2.osi.

-
-
-

1.3.2. Moment Base Plate

-
-

Sample Problem 1

-
-

Design a Base Plate connection for a column PBP 400 X 140.2 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 900 kN

    • -

  • Axial Tension/Uplift: 27 kN

    • -
  • -
    Shear Force (at base):
      -

    • Along major (z-z) axis: 85 kN

      • -

    • Along minor (y-y) axis: 12 kN

      • -
    -
    -
    -
    • -
  • -
    Bending Moment:
      -

    • Major (z-z) axis: 123 kN

      • -
    -
    -
    -
    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • Column: Grade of the column material is E 350 (Fe 490).

    • -

  • Anchor Bolt - Outside Column Flange: Type: End Plate Type; Diameter: M24, M30; Grade: 8.8, 12.9

    • -

  • Anchor Bolt - Inside Column Flange: Type: End Plate Type; Diameter: M20, M24; Grade: 8.8, 9.8

    • -

  • Footing: Grade of concrete is M 30

    • -

  • Base Plate: Material E 250 (Fe 410 W)A

    • -

  • Stiffener/Shear Key: Material E 250 (Fe 410 W)A

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized (both, outside and inside flange)

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 510 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.2.1.pdf.

-

Example_1.3.2.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Base Plate connection for a column HB 450 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 1600 kN

    • -
  • -
    Shear Force (at base):
      -

    • Along major (z-z) axis: 80 kN

      • -

    • Along minor (y-y) axis: 23 kN

      • -
    -
    -
    -
    • -
  • -
    Bending Moment:
      -

    • Major (z-z) axis: 180 kN

      • -

    • Minor (y-y) axis: 45 kN

      • -
    -
    -
    -
    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Column: Grade of the column material is E 300 (Fe 440).

    • -

  • Anchor Bolt - Outside Column Flange: Type: End Plate Type; Diameter: M30; Grade: 10.9

    • -

  • Anchor Bolt - Inside Column Flange: Type: End Plate Type; Diameter: M20; Grade: 8.8

    • -

  • Footing: Grade of concrete is M 25

    • -

  • Base Plate: Material E 300 (Fe 440)

    • -

  • Stiffener/Shear Key: Material E 300 (Fe 440)

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized (both, outside and inside flange)

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 600 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are not exposed to marine/corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.2.2.pdf.

-

Example_1.3.2.2.osi.

-
-
-

1.3.3. Hollow/Tubular Column Base

-
-

Sample Problem 1

-
-

Design a Base Plate connection for a square hollow column section SHS 180 x 180 x 8 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 650 kN

    • -
-

Perform an optimum design by adopting the following design specifications:

-
    -

  • ** Hollow Column:** Grade of the column material is E 300 (Fe 440)

    • -

  • Anchor Bolt: Type: End Plate Type; Diameter: M20, M24, M30; Grade: 8.8, 10.9

    • -

  • Footing: Grade of concrete is M 25

    • -

  • Base Plate: Material E 250 (Fe 410 W)A

    • -

  • Stiffener Plate: Material E 250 (Fe 410 W)A

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 510 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are not exposed to corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.3.1.pdf.

-

Example_1.3.3.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Base Plate connection for a circular hollow column section CHS 355.6 x 10 subjected to the following reactions at the base;

-
    -

  • Axial Compression: 775 kN

    • -
  • -
    Shear Force (at base):
      -

    • Along major (z-z) axis: 45 kN

      • -

    • Along minor (y-y) axis: 10 kN

      • -
    -
    -
    -
    • -
-

Perform a design check by adopting the following design specifications:

-
    -

  • Column: Grade of the column material is E 300 (Fe 440).

    • -

  • Anchor Bolt: Type: End Plate Type; Diameter: M20; Grade: 8.8

    • -

  • Footing: Grade of concrete is M 35

    • -

  • Base Plate: Material E 250 (Fe 410 W)A

    • -

  • Stiffener/Shear Key: Material E 250 (Fe 410 W)A

    • -

  • Bolt hole type is over-sized and the Anchor bolt is Galvanized

    • -

  • Type of weld fabrication: Shop weld

    • -

  • The ultimate strength of the weld material is, fu = 440 MPa

    • -

  • The plate edges are machine-flame cut

    • -

  • Members are exposed to corrosive environment

    • -
-
-

Download:

-

DesignReport_1.3.3.2.pdf.

-

Example_1.3.3.2.osi.

-
-
-
-
-

2. Tension Member DesignĀ¶

-
-

2.1. Tension Member - Bolted to End GussetĀ¶

-
-

Sample Problem 1

-
-

Design a Tension Member with a bolted end connection to transfer a factored axial force of 235 kN.

-

Perform an optimum design by adopting the following design specifications:

-
    -
  • -
    Section:
      -

    • Profile: Angle

      • -

    • Material Grade: E 250 (Fe 410 W)A

      • -

    • Connection Location: Longer leg

      • -

    • Length: 2560 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20; Grade: 4.6, 4.8

      • -

    • Bolt hole type is standard

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_2.1.1.pdf.

-

Example_2.1.1.osi.

-
-
-
-

Sample Problem 2

-
-

Design a Tension Member with a bolted end connection to transfer a factored axial force of 330 kN.

-

Perform an optimum design by adopting the following design specifications:

-
    -
  • -
    Section:
      -

    • Profile: Back to Back Angles

      • -

    • Material Grade: E 250 (Fe 410 W)A

      • -

    • Connection Location: Longer leg

      • -

    • Length: 2200 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20, 24; Grade: 6.8, 8.8

      • -

    • Bolt hole type is over-sized

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16, 20

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_2.1.2.pdf.

-

Example_2.1.2.osi.

-
-
-
-

Sample Problem 3

-
-

Design a Tension Member with a bolted end connection to transfer a factored axial force of 180 kN.

-

Perform an optimum design by adopting the following design specifications:

-
    -
  • -
    Section:
      -

    • Profile: Star Angles

      • -

    • Material Grade: E 165 (Fe 290)

      • -

    • Connection Location: Short leg

      • -

    • Length: 2500 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20; Grade: 5.6, 5.8, 6.8

      • -

    • Bolt hole type is standard

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14

    • -

  • The plate edges are hand flame cut

    • -
-
-

Download:

-

DesignReport_2.1.3.pdf.

-

Example_2.1.3.osi.

-
-
-
-

Sample Problem 4

-
-

Design a Tension Member with a bolted end connection to transfer a factored axial force of 240 kN.

-

Perform a design check by adopting the following design specifications:

-
    -
  • -
    Section:
      -

    • Profile: Channel

      • -

    • Designation: MC 250

      • -

    • Material Grade: E 250 (Fe 410 W)A

      • -

    • Connection Location: Web

      • -

    • Length: 3200 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Bolted; Bolt type: Friction grip (HSFG); Diameter: 20; Grade: 8.8

      • -

    • Bolt hole type is standard and slip factor is 0.3

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_2.1.4.pdf.

-

Example_2.1.4.osi.

-
-
-
-

Sample Problem 5

-
-

Design a Tension Member with a bolted end connection to transfer a factored axial force of 500 kN.

-

Perform an optimum design by adopting the following design specifications:

-
    -
  • -
    Section:
      -

    • Profile: Back to Back Channels

      • -

    • Material Grade: E 300 (Fe 440)

      • -

    • Connection Location: Web

      • -

    • length: 3000 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 20, 24; Grade: 8.8, 9.8, 10.9

      • -

    • Bolt hole type is over-sized

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20

    • -

  • The plate edges are machine-flame cut

    • -
-
-

Download:

-

DesignReport_2.1.5.pdf.

-

Example_2.1.5.osi.

-
-
-
-

2.2. Tension Member - Welded to End GussetĀ¶

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Sample Problem 1

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Design a Tension Member with a welded end connection to transfer a factored axial force of 235 kN.

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Perform an optimum design by adopting the following design specifications:

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    Section:
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    • Profile: Angle

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    • Material Grade: E 250 (Fe 410 W)A

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    • Connection Location: Longer leg

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    • Length: 2560 mm

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    End Connection:
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    • Connector: Type: Welded; Type of weld fabrication: Field weld

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    • The ultimate strength of the weld material is, fu = 450 MPa

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  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16

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  • The plate edges are machine-flame cut

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Download:

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DesignReport_2.2.1.pdf.

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Example_2.2.1.osi.

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Sample Problem 2

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Design a Tension Member with bolted end connection to transfer a factored axial force of 330 kN.

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Perform an optimum design by adopting the following design specifications:

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    Section:
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    • Profile: Back to Back Angles

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    • Material Grade: E 250 (Fe 410 W)A

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    • Connection Location: Longer leg

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    • Length: 2200 mm

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    End Connection:
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    • Connector: Type: Welded; Type of weld fabrication: Shop weld

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    • The ultimate strength of the weld material is, fu = 410 MPa

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  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16, 20

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  • The plate edges are machine-flame cut

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Download:

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DesignReport_2.2.2.pdf.

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Example_2.2.2.osi.

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Sample Problem 3

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Design a Tension Member with bolted end connection to transfer a factored axial force of 180 kN.

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Perform an optimum design by adopting the following design specifications:

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    Section:
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    • Profile: Star Angles

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    • Material Grade: E 165 (Fe 290)

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    • Connection Location: Short leg

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    • Length: 2500 mm

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    End Connection:
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    • Connector: Type: Welded; Type of weld fabrication: Field weld

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    • The ultimate strength of the weld material is, fu = 410 MPa

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  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14

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  • The plate edges are hand flame cut

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Download:

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DesignReport_2.2.3.pdf.

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Example_2.2.3.osi.

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Sample Problem 4

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Design a Tension Member with bolted end connection to transfer a factored axial force of 240 kN.

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Perform a design check by adopting the following design specifications:

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  • -
    Section:
      -

    • Profile: Channel

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    • Designation: MC 250

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    • Material Grade: E 250 (Fe 410 W)A

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    • Connection Location: Web

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    • Length: 3200 mm

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    -
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    • -
  • -
    End Connection:
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    • Connector: Type: Welded; Type of weld fabrication: Field weld

      • -

    • The ultimate strength of the weld material is, fu = 410 MPa

      • -
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    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 14

    • -

  • The plate edges are machine-flame cut

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Download:

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DesignReport_2.2.4.pdf.

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Example_2.2.4.osi.

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Sample Problem 5

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Design a Tension Member with bolted end connection to transfer a factored axial force of 500 kN.

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Perform an optimum design by adopting the following design specifications:

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    -
  • -
    Section:
      -

    • Profile: Back to Back Channels

      • -

    • Material Grade: E 300 (Fe 440)

      • -

    • Connection Location: Web

      • -

    • length: 3000 mm

      • -
    -
    -
    -
    • -
  • -
    End Connection:
      -

    • Connector: Type: Welded; Type of weld fabrication: Shop weld

      • -

    • The ultimate strength of the weld material is, fu = 440 MPa

      • -
    -
    -
    -
    • -

  • Gusset Plate: Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20

    • -

  • The plate edges are machine-flame cut

    • -
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Download:

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DesignReport_2.2.5.pdf.

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Example_2.2.5.osi.

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Other Resources

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    -

  • How to use Osdag? Learn through Osdagā€™s audio-video Tutorials

    • -

  • We are on YouTube as well. Like and Subscribe our channel to keep up-to-date with Osdag

    • -

  • Comments, questions, suggestions? Check the forum Discussion

    • -

  • Or, ask us a query directly through the FOSSEE Forum

    • -
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Copyright Ā© 2017 Osdag. All rights reserved.

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Help_Design_Examples documentation master file, created by - sphinx-quickstart on Mon Jun 12 15:06:32 2017. - You can adapt this file completely to your liking, but it should at least - contain the root `toctree` directive. - -.. image:: website_header.png - :target: http://osdag.fossee.in/ - - - -Welcome to Osdag help! -================================================ - -Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Osdag team at IIT Bombay. - | - -The OSI file of a sample design can be loaded through the ``File -> Load input`` option of the appropriate module. - -.. note:: The examples highlighted inside a box are from the **Release 2018-06-21** and older versions of Osdag. Please use the examples with the appropriate version of Osdag. -| - - -************************** -Osdag Homepage_. -************************** - -*********************** -1. **Connection** -*********************** - -1.1. *Shear Connection* -####################### - -1.1.1. Fin Plate -**************************** - -1.1.1.1 Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design a *Fin Plate* connection for a beam *MB 350* connected to a column *HB 450* to transfer a factored shear force of **180 kN** and an axial force of **50 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 12, 16, 20, 24, 30; Grade: 4.6, 4.8, 5.6, 6.8, 8.8 - - **Plate:** Material E 350 (Fe 490); Thickness (mm): 10, 12, 16, 18, 20 - - Bolt hole type is standard and slip factor is 0.3 - - The plate edges are machine-flame cut - - Gap between the members is 15 mm - - **Download:** - - DesignReport_1.1.1.1.1.pdf_. - - Example_1.1.1.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Fin Plate* connection for a beam *WB 300* connected to a column *PBP 300 X 88.48* to transfer a factored shear force of **175 kN** and an axial force of **35 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20; Grade: 6.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - Bolt hole type is standard - - The plate edges are hand flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.1.1.2.pdf_. - - Example_1.1.1.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.1.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design a *Fin Plate* connection for a beam *NPB 350 X 250 X 79.18* connected to a column *PBP 400 X 230.9* to transfer a factored shear force of **225 kN** and an axial force of **100 kN**. - The grade of the beam and the column material is **E 350 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 12, 16, 20, 24 ; Grade: 4.6, 8.8, 10.9 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 12, 14, 16, 18, 20, 22, 25 - - Bolt hole type is over-sized - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - The plate edges are machine-flame cut - - Gap between the members is 12 mm - - **Download:** - - DesignReport_1.1.1.2.1.pdf_. - - Example_1.1.1.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Fin Plate* connection for a beam *WPB 300 X 300 X 100.85* connected to a column *UC 356 X 368 X 129* to transfer a factored shear force of **140 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16; Grade: 4.6 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.1.2.2.pdf_. - - Example_1.1.1.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.1.3. Beam-Beam (BB) connectivity - - **Sample Problem 1** - - Design a *Fin Plate* connection for a primary beam *WB 400* connected to a secondary beam *MB 300* to transfer a factored shear force of **160 kN** and an axial force of **20 kN**. - The grade of the primary and secondary beam material is **E 300 (Fe 440)** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 10.9 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22 - - Bolt hole type is standard - - Surface treatment: Sand blast (slip factor = 0.48) - - The plate edges are machine-flame cut - - Gap between the members is 5 mm - - **Download:** - - DesignReport_1.1.1.3.1.pdf_. - - Example_1.1.1.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Fin Plate* connection for a primary beam *UB 305 x 102 x 33* connected to a secondary beam *MB 300* to transfer a factored shear force of **100 kN**. - The grade of the primary and secondary beam material is **E 250 (Fe 410 W)A** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16; Grade: 5.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - Bolt hole type is over-sized - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - The plate edges are hand flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.1.3.2.pdf_. - - Example_1.1.1.3.2.osi_. - -.. note:: Example for **Release 2018-06-21** and lower versions - Fin Plate - - 1.1.1.1 Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of grade 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut. - - **Download:** - - Design_Report_1.1.1.1.1.pdf_. - - Design_Example_1.1.1.1.1.osi_. - - - **Sample Problem 2** - - Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of grade 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.1.1.2.pdf_. - - Design_Example_1.1.1.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Example for **Release 2018-06-21** and lower versions - Fin Plate - - 1.1.1.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut. - - **Download:** - - Design_Report_1.1.1.2.1.pdf_. - - Design_Example_1.1.1.2.1.osi_. - - - **Sample Problem 2** - - Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of grade 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive. - - **Download:** - - Design_Report_1.1.1.2.2.pdf_. - - Design_Example_1.1.1.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Example for **Release 2018-06-21** and lower versions - Fin Plate - - 1.1.1.3. Beam-Beam (BB) connectivity - - *Sample Problem 1* - - Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of grade 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.1.3.1.pdf_. - - Design_Example_1.1.1.3.1.osi_. - - - **Sample Problem 2** - - Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.1.3.2.pdf_. - - Design_Example_1.1.1.3.2.osi_. - -1.1.2. End Plate -**************************** - -1.1.2.1. Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design an *End Plate* connection for a beam *LB 400* connected to a column *PBP 300 X 109.54* to transfer a factored shear force of **240 kN** and an axial force of **125 kN**. - The grade of the beam and the column material are **E 250 (Fe 410 W)A** and **E 350 (Fe 490)** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16, 20, 24, 30; Grade: 4.8, 5.6, 6.8, 9.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 18, 20, 22, 25, 28 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.2.1.1.pdf_. - - Example_1.1.2.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design an *End Plate* connection for a beam *UB 356 x 127 x 39* connected to a column *UB 254 x 254 x 89* to transfer a factored shear force of **250 kN** and an axial force of **80 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 24; Grade: 8.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 18 - - Bolt hole type is standard and slip factor is 0.25 - - The plate edges are hand flame cut - - **Download:** - - DesignReport_1.1.2.1.2.pdf_. - - Example_1.1.2.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.2.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design an *End Plate* connection for a beam *WB 300* connected to a column *HB 350* to transfer a factored shear force of **220 kN** and an axial force of **30 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16, 20, 24; Grade: 4.6, 4.8, 5.6, 5.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 20 - - Bolt hole type is over-sized - - The ultimate strength of the weld material is, f\ :sub:`u` = 500 MPa - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.2.2.1.pdf_. - - Example_1.1.2.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design an *End Plate* connection for a beam *MB 400* connected to a column *HB 350* to transfer a factored shear force of **275 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20; Grade: 9.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness(mm): 20 - - Bolt hole type is standard - - The plate edges are are machine-flame cut - - **Download:** - - DesignReport_1.1.2.2.2.pdf_. - - Example_1.1.2.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.2.3. Beam-Beam (BB) connectivity - - **Sample Problem 1** - - Design an *End Plate* connection for a primary beam *WB 400* connected to a secondary beam *MB 300* to transfer a factored shear force of **160 kN** and an axial force of **20 kN**. - The grade of the primary and secondary beam material is **E 300 (Fe 440)** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 10.9 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22 - - Bolt hole type is standard - - Surface treatment: Sand blast (slip factor = 0.48) - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.2.3.1.pdf_. - - Example_1.1.2.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design an *End Plate* connection for a primary beam *UB 305 x 102 x 33* connected to a secondary beam *MB 300* to transfer a factored shear force of **100 kN**. - The grade of the primary and secondary beam material is **E 250 (Fe 410 W)A** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16; Grade: 5.8 - - **Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - Bolt hole type is over-sized - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - The plate edges are hand flame cut - - **Download:** - - DesignReport_1.1.2.3.2.pdf_. - - Example_1.1.2.3.2.osi_. - -.. note:: Example for **Release 2018-06-21** and lower versions - End Plate - - 1.1.2.1. Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of grade 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - **Download:** - - Design_Report_1.1.2.1.1.pdf_. - - Design_Example_1.1.2.1.1.osi_. - - - **Sample Problem 2** - - Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of grade 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.2.1.2.pdf_. - - Design_Example_1.1.2.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Example for **Release 2018-06-21** and lower versions - End Plate - - 1.1.2.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut. - - **Download:** - - Design_Report_1.1.2.2.1.pdf_. - - Design_Example_1.1.2.2.1.osi_. - - - **Sample Problem 2** - - Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of grade 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut. - - **Download:** - - Design_Report_1.1.2.2.2.pdf_. - - Design_Example_1.1.2.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Example for **Release 2018-06-21** and lower versions - End Plate - - 1.1.2.3. Beam-Beam (BB) connectivity - - **Sample Problem 1** - - Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of grade 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.2.3.1.pdf_. - - Design_Example_1.1.2.3.1.osi_. - - - **Sample Problem 2** - - Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.2.3.2.pdf_. - - Design_Example_1.1.2.3.2.osi_. - - -1.1.3. Cleat Angle -******************************* - -1.1.3.1. Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design a *Cleat Angle* connection for a beam *MB 300* connected to a column *HB 250* to transfer a factored shear force of **130 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16, 20; Grade: 4.6, 4.8 - - **Angle:** Material E 250 (Fe 410 W)A; Designation: 90 x 90 x 10, 90 x 90 x 12, 100 x 100 x 6, 100 x 100 x 8 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.3.1.1.pdf_. - - Example_1.1.3.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Cleat Angle* connection for a beam *MB 450* connected to a column *UC 305 x 305 x 118* to transfer a factored shear force of **240 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 20; Grade: 12.9 - - **Cleat Angle:** Material E 250 (Fe 410 W)A; Designation: 120 x 120 x 8 - - Bolt hole type is standard - - Surface treatment: Clean mill scale (slip factor = 0.33) - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.3.1.2.pdf_. - - Example_1.1.3.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.3.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design a *Cleat Angle* connection for a beam *WPB 250 X 250 X 85.4* connected to a column *PBP 300 X 95* to transfer a factored shear force of **170 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16, 20, 24; Grade: 6.8, 8.8, 98 - - **Angle:** Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.3.2.1.pdf_. - - Example_1.1.3.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Cleat Angle* connection for a beam *MB 450* connected to a column *UC 305 x 305 x 118* to transfer a factored shear force of **240 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 20; Grade: 12.9 - - **Cleat Angle:** Material E 250 (Fe 410 W)A; Designation: 80 x 80 x 8 - - Bolt hole type is standard - - Surface treatment: Clean mill scale (slip factor = 0.33) - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.3.2.2.pdf_. - - Example_1.1.3.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.3.3. Beam-Beam (BB) connectivity - - **Sample Problem 1** - - Design a *Cleat Angle* connection for a primary beam *WB 400* connected to a secondary beam *MB 300* to transfer a factored shear force of **160 kN**. - The grade of the primary and secondary beam material is **E 300 (Fe 440)** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 16, 20, 24 ; Grade: 8.8, 12.9 - - **Cleat Angle:** Material E 165 (Fe 290); Designation: 80 x 80 x 8, 90 x 90 x 6, 90 x 90 x 8, 90 x 90 x 10, 90 x 90 x 12, 100 x 100 x 8, 100 x 100 x 10, 110 x 110 x 10 - - Bolt hole type is standard - - Surface treatment: Sand blast (slip factor = 0.48) - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_1.1.3.3.1.pdf_. - - Example_1.1.3.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Cleat Angle* connection for a primary beam *UB 305 x 102 x 33* connected to a secondary beam *MB 300* to transfer a factored shear force of **100 kN**. - The grade of the primary and secondary beam material is **E 250 (Fe 410 W)A** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16; Grade: 5.8 - - **Cleat Angle:** Material E 250 (Fe 410 W)A; Designation: 130 x 130 x 10 - - Bolt hole type is over-sized - - The plate edges are hand flame cut - - **Download:** - - DesignReport_1.1.3.3.2.pdf_. - - Example_1.1.3.3.2.osi_. - -.. note:: Examples for **Release 2018-06-21** and lower versions - Cleat Angle - - 1.1.3.1. Column Flange-Beam Web (CFBW) connectivity - - **Sample Problem 1** - - Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut. - **Download:** - - Design_Report_1.1.3.1.1.pdf_. - - Design_Example_1.1.3.1.1.osi_. - - - **Sample Problem 2** - - Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of grade 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive. - - **Download:** - - Design_Report_1.1.3.1.2.pdf_. - - Design_Example_1.1.3.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Examples for **Release 2018-06-21** and lower versions - Cleat Angle - - 1.1.3.2. Column Web-Beam Web (CWBW) connectivity - - **Sample Problem 1** - - Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm. - - **Download:** - - Design_Report_1.1.3.2.1.pdf_. - - Design_Example_1.1.3.2.1.osi_. - - - **Sample Problem 2** - - Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of grade 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive. - - **Download:** - - Design_Report_1.1.3.2.2.pdf_. - - Design_Example_1.1.3.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Examples for **Release 2018-06-21** and lower versions - Cleat Angle - - 1.1.3.3. Beam-Beam (BB) connectivity - - **Sample Problem 1** - - Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of grade 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut. - - **Download:** - - Design_Report_1.1.3.3.1.pdf_. - - Design_Example_1.1.3.3.1.osi_. - - - **Sample Problem 2** - - Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm. - - **Download:** - - Design_Report_1.1.3.3.2.pdf_. - - Design_Example_1.1.3.3.2.osi_. - - -1.1.4. Seated Angle -******************************* - -1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity - - **Sample Problem 1** - - Design a *Seated Angle* connection for a beam *WB 400* connected to a column *PBP 360 X 152.2* to transfer a factored shear force of **210 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8 - - **Seated Angle:** Material E 300 (Fe 440); Designation: All the sections available with the Osdag database - - **Top Angle:** Material E 300 (Fe 440); Designation: All the sections available with the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.4.1.1.pdf_. - - Example_1.1.4.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Seated Angle* connection for a beam *MB 500* connected to a column *UC 305 x 305 x 118* to transfer a factored shear force of **185 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Diameter: 20; Grade: 12.9 - - **Seated Angle:** Material E 250 (Fe 410 W)A; Designation: 150 x 150 x 10 - - **Top Angle:** Material E 250 (Fe 410 W)A; Designation: 150 x 150 x 10 - - Bolt hole type is standard - - Surface treatment: Blasted with short or grit, loose rust removed (slip factor = 0.5) - - The plate edges are machine-flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.4.1.2.pdf_. - - Example_1.1.4.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.1.4.2. Column Web-Beam Flange (CWBF) connectivity - - **Sample Problem 1** - - Design a *Seated Angle* connection for a beam *MB 400* connected to a column *HB 450* to transfer a factored shear force of **230 kN**. - The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 9.8 - - **Seated Angle:** Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database - - **Top Angle:** Material E 250 (Fe 410 W)A; Designation: All the sections available with the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.4.2.1.pdf_. - - Example_1.1.4.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Seated Angle* connection for a beam *LB 325* connected to a column *UC 203 x 203 x 52* to transfer a factored shear force of **90 kN**. - The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16; Grade: 8.8 - - **Seated Angle:** Material E 250 (Fe 410 W)A; Designation: 90 x 90 x 10 - - **Top Angle:** Material E 250 (Fe 410 W)A; Designation: 80 x 80 x 10 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 10 mm - - **Download:** - - DesignReport_1.1.4.2.2.pdf_. - - Example_1.1.4.2.2.osi_. - -.. note:: Examples for **Release 2018-06-21** and lower versions - Seated Angle - - 1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity - - **Sample Problem 1** - - Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut. - - **Download:** - - Design_Report_1.1.4.1.1.pdf_. - - Design_Example_1.1.4.1.1.osi_. - - - **Sample Problem 2** - - Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive. - - **Download:** - - Design_Report_1.1.4.1.2.pdf_. - - Design_Example_1.1.4.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Examples for **Release 2018-06-21** and lower versions - Seated Angle - - 1.1.4.2. Column Web-Beam Flange (CWBF) connectivity - - **Sample Problem 1** - - Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as machine flame cut. - - **Download:** - - Design_Report_1.1.4.2.1.pdf_. - - Design_Example_1.1.4.2.1.osi_. - - - **Sample Problem 2** - - Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm. - - **Download:** - - Design_Report_1.1.4.2.2.pdf_. - - Design_Example_1.1.4.2.2.osi_. - - -1.2. *Moment Connection* -####################### -1.2.1. Beam-to-Beam Splice Connection -******************* -1.2.1.1. Cover Plate Bolted ---------------------------------- - - **Sample Problem 1** - - Design a *Beam-Beam Cover Plate Splice* connection for a beam *UB 610 x 305 x 179*. The grade of the beam material is **E 300 (Fe 440)**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 300 kNm (reversible) - - - **Shear Force**: 160 kN - - - **Axial Force**: 40 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30, 36; Grade: 6.8, 8.8, 9.8 - - **Flange Splice Plate:** Material E 250 (Fe 410 W)A; Preference: Outside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - **Web Splice Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.1.1.pdf_. - - Example_1.2.1.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Beam Cover Plate Splice* connection for a beam *WPB 900 x 300 x 198.01*. The grade of the beam material is **E 350 (Fe 490)**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 395 kNm (reversible) - - - **Shear Force**: 110 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 24; Grade: 8.8 - - **Flange Splice Plate:** Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - **Web Splice Plate:** Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is over-sized - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.1.2.pdf_. - - Example_1.2.1.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -.. note:: Example for **Release 2018-06-21** and lower versions - Cover Plate Bolted Connection - - **Sample Problem 1** - - Design a bolted cover plate splice connection for beam MB 450 to transfer a factored external moment of 140 kNm, factored shear of 110 kN and factored axial force of 40 kN. Use M20 Friction grip bolts of grade 8.8. Try 20mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast. - - **Download:** - - Design_Report_1.2.1.1.1.1.pdf_. - - Design_Example_1.2.1.1.1.1.osi_. - - - **Sample Problem 2** - - Design a bolted cover plate splice connection for beam NPB 350 x 250 x 79.2 to transfer a factored external moment and shear force of 225 kNm ad 55 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, edge as machine-flame cut, slip factor as 0.33 and gap between the beams as 3mm. - - **Download:** - - Design_Report_1.2.1.1.1.2.pdf_. - - Design_Example_1.2.1.1.1.2.osi_. - -1.2.1.2. End Plate --------------------------------- -1.2.1.2.1. Coplanar Tension-Compression Flange - -1.2.1.2.1.1. Flushed - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Beam End Plate Splice* connection for a beam *WB 500*. The grade of the beam material is **E 250 (Fe 410 W)A**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 250 kNm (reversible) - - - **Shear Force**: 120 kN - - - **Axial Force**: 35 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 20, 22, 25, 28, 32 - - Bolt hole type is standard - - The ultimate strength of the weld material is, f\ :sub:`u` = 500 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.2.1.1.1.pdf_. - - Example_1.2.1.2.1.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Beam End Plate Splice* connection for a beam *MB 400*. The grade of the beam material is **E 250 (Fe 410 W)A**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 100 kNm (reversible) - - - **Shear Force**: 40 kN - - - **Axial Force**: 20 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 12.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 22 - - Bolt hole type is standard - - Surface treatment: Sand blast (slip factor = 0.48) - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are exposed to marine environment - - **Download:** - - DesignReport_1.2.1.2.1.1.2.pdf_. - - Example_1.2.1.2.1.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.1.2.1.2. Extended One way - Irreversible Moment - - **Sample Problem 1** - - Design a *Beam-Beam End Plate Splice* connection for a beam *UB 610 x 229 x 125*. The grade of the beam material is **E 300 (Fe 440)**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 300 kNm (irreversible) - - - **Shear Force**: 140 kN - - - **Axial Force**: 50 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 8.8, 10.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 18, 20, 22 - - Bolt hole type is standard - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are hand flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.2.1.2.1.pdf_. - - Example_1.2.1.2.1.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Beam End Plate Splice* connection for a beam *LB 400*. The grade of the beam material is **E 250 (Fe 410 W)A**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 110 kNm (irreversible) - - - **Shear Force**: 55 kN - - - **Axial Force**: 15 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20; Grade: 5.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 12 - - Bolt hole type is standard - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.2.1.2.2.pdf_. - - Example_1.2.1.2.1.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.1.2.1.3. Extended Both Ways - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Beam End Plate Splice* connection for a beam *WPB 360 X 300 X 91.4*. The grade of the beam material is **E 250 (Fe 410 W)A**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 120 kNm (reversible) - - - **Shear Force**: 75 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24; Grade: 4.6, 4.8, 5.6, 5.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16 - - Bolt hole type is standard - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.2.1.3.1.pdf_. - - Example_1.2.1.2.1.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Beam End Plate Splice* connection for a beam *UB 406 x 140 x 46*. The grade of the beam material is **E 300 (Fe 440)**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 85 kNm (reversible) - - - **Shear Force**: 40 kN - - - **Axial Force**: 12 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 12.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - Bolt hole type is standard and bot type is Pre-tensioned - - Surface treatment: Sand blast (slip factor = 0.48) - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.1.2.1.3.2.pdf_. - - Example_1.2.1.2.1.3.2.osi_. - -.. note:: Example for **Release 2018-06-21** and lower versions - End Plate Splice Connection (Extended both ways) - - **Sample Problem 1** - - Design a bolted extended (both way) end plate spliced connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 100 kNm and 40 kN. Use M20 bearing bolts of grade 9.8. Try an end plate 20 mm thick and weld of sizes 8 mm and 6 mm at flange and web, respectively. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - **Download:** - - Design_Report_1.2.1.2.1.1.pdf_. - - Design_Example_1.2.1.2.1.1.osi_. - - - **Sample Problem 2** - - Design a bolted extended (both way) end plate spliced connection for a beam MB 450, for transferring a factored reversible moment, shear force and axial force of 170 kNm, 100 kN and 40 kN, respectively. Use M20 friction grip bolts of grade 8.8. Try an end plate 12 mm thick. The size of weld at flange and web is 6 mm and 8 mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.3. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - **Download:** - - Design_Report_1.2.1.2.1.2.pdf_. - - Design_Example_1.2.1.2.1.2.osi_. - -1.2.1.3. Cover Plate Welded --------------------------------- - - **Sample Problem 1** - - Design a *Beam-Beam Cover Plate Splice* connection for a beam *UB 686 x 254 x 140*. The grade of the beam material is **E 300 (Fe 440)**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 235 kNm (reversible) - - - **Shear Force**: 150 kN - - - **Axial Force**: 20 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Flange Splice Plate:** Material E 250 (Fe 410 W)A; Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - **Web Splice Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 550 MPa - - Gap between the members is 5 mm - - Members are exposed to (mild) marine environment - - **Download:** - - DesignReport_1.2.1.3.1.pdf_. - - Example_1.2.1.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Beam Cover Plate Splice* connection for a beam *WB 400*. The grade of the beam material is **E 250 (Fe 410 W)A**. - - The beam is subjected to the following loading condition; - - - **Bending Moment**: 150 kNm (reversible) - - - **Shear Force**: 80 kN - - Perform a *design check* by adopting the following design specifications: - - - **Flange Splice Plate:** Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): 18 - - **Web Splice Plate:** Material E 300 (Fe 440); Thickness (mm): 12 - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - Gap between the members is 8 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.1.3.2.pdf_. - - Example_1.2.1.3.2.osi_. - -1.2.2. Beam-to-Column Connection -******************* -1.2.2.1. End Plate -------------------------------- - -1.2.2.1.1. Column Flange-Beam Web (CFBW) connectivity - -1.2.2.1.1.1. Flushed - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *WB 500* connected to a column *PBP 400 X 140.2*. The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 220 kNm (reversible) - - - **Shear Force**: 95 kN - - - **Axial Force**: 32 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 24, 30; Grade: 10.9, 12.9 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 20, 22, 25, 28, 32 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.2.1.1.1.1.pdf_. - - Example_1.2.2.1.1.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *MB 500* connected to a column *UC 305 x 305 x 118*. The grade of the beam and the column material are **E 250 (Fe 410 W)A** and **E 300 (Fe 440)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 150 kNm (reversible) - - - **Shear Force**: 90 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 20; Grade: 12.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 28 - - Bolt hole type is standard - - Surface treatment: Sand blast (slip factor = 0.48) - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are exposed to marine environment - - **Download:** - - DesignReport_1.2.2.1.1.1.2.pdf_. - - Example_1.2.2.1.1.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.2.1.1.2. Extended One way - Irreversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *WB 450* connected to a column *HB 450*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 210 kNm (reversible) - - - **Shear Force**: 40 kN - - - **Axial Force**: 15 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8, 9.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20, 22 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are hand flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.2.1.1.2.1.pdf_. - - Example_1.2.2.1.1.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *LB 450* connected to a column *PBP 300 X 124.2*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 100 kNm (reversible) - - - **Shear Force**: 55 kN - - - **Axial Force**: 12 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 24; Grade: 10.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.1.2.2.pdf_. - - Example_1.2.2.1.1.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.2.1.1.3. Extended Both Ways - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *MB 500* connected to a column *PBP 400 X 158.1*. The grade of the beam and the column material are **E 300 (Fe 440)** and **E 350 (Fe 490)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 180 kNm (reversible) - - - **Shear Force**: 100 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 6.8, 8.8, 9.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 20, 22 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 590 MPa - - The plate edges are hand flame cut - - Gap between the members is 0 mm - - Members are exposed to marine environment - - **Download:** - - DesignReport_1.2.2.1.1.3.1.pdf_. - - Example_1.2.2.1.1.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *LB(P) 300* connected to a column *HB 300*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 90 kNm (reversible) - - - **Shear Force**: 45 kN - - - **Axial Force**: 10 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 16; Grade: 8.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 18 - - Bolt hole type is standard and bot type is Pre-tensioned - - Surface treatment: Clean mill scale (slip factor = 0.33) - - Type of weld fabrication: Shop weld - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.1.3.2.pdf_. - - Example_1.2.2.1.1.3.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.2.1.2. Column Web-Beam Web (CWBW) connectivity - -1.2.2.1.2.1. Flushed - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *WB 300* connected to a column *HB 450*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 75 kNm (reversible) - - - **Shear Force**: 50 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 16, 20, 24, 30; Grade: 8.8, 9.8, 10.9 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 14, 16, 18, 20 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 490 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.2.1.1.pdf_. - - Example_1.2.2.1.2.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *MB 300* connected to a column *UC 305 x 305 x 118*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 45 kNm (reversible) - - - **Shear Force**: 70 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20; Grade: 9.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 435 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are exposed to marine environment - - **Download:** - - DesignReport_1.2.2.1.2.1.2.pdf_. - - Example_1.2.2.1.2.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.2.1.2.2. Extended One way - Irreversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *NPB 300 x 200 x 59.57* connected to a column *PBP 400 X 122.4*. The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 73 kNm (irreversible) - - - **Shear Force**: 50 kN - - - **Axial Force**: 15 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24; Grade: 8.8, 9.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14, 16, 18 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 440 MPa - - The plate edges are hand flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.2.2.1.pdf_. - - Example_1.2.2.1.2.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *LB 400* connected to a column *PBP 400 X 122.4*. The grade of the beam and the column material is **E 300 (Fe 440)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 110 kNm (irreversible) - - - **Shear Force**: 55 kN - - - **Axial Force**: 15 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20; Grade: 4.8 - - **End Plate:** E 300 (Fe 440); Thickness (mm): 16 - - Bolt hole type is standard - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.2.2.2.pdf_. - - Example_1.2.2.1.2.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.2.1.2.3. Extended Both Ways - Reversible Moment - - **Sample Problem 1** - - Design a *Beam-Column End Plate* connection for a beam *UB 305 x 165 x 40* connected to a column *UC 356 x 406 x 235*. The grade of the beam and the column material are **E 300 (Fe 440)** and **E 350 (Fe 490)** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 65 kNm (reversible) - - - **Shear Force**: 150 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 24; Grade: 8.8 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20 - - Bolt hole type is standard and slip factor is 0.3 - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.2.3.1.pdf_. - - Example_1.2.2.1.2.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Beam-Column End Plate* connection for a beam *MB 500* connected to a column *PBP 400 X 212.5*. The grade of the beam and the column material is **E 250 (Fe 410 W)A** respectively. - - The load transferred from the beam to the column is as follows; - - - **Bending Moment**: 85 kNm (reversible) - - - **Shear Force**: 120 kN - - - **Axial Force**: 18 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 20; Grade: 8.8 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 20 - - Bolt hole type is standard and bot type is Pre-tensioned - - Surface treatment: Blasted with short or girt (slip factor = 0.5) - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 500 MPa - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - **Download:** - - DesignReport_1.2.2.1.2.3.2.pdf_. - - Example_1.2.2.1.2.3.2.osi_. - -1.2.3. Column-to-Column Splice Connection -******************* -1.2.3.1. Cover Plate Bolted -------------------------------- - - **Sample Problem 1** - - Design a *Column-Column Cover Plate* bolted connection for a column *HB 300*. The grade of the column material is **E 300 (Fe 440)**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 127 kNm (reversible) - - - **Axial Force**: 320 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 20, 24, 30; Grade: 10.9, 12.9 - - **Flange Splice Plate:** Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - **Web Splice Plate:** Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is over-sized - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.1.1.pdf_. - - Example_1.2.3.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Column-Column Cover Plate* bolted connection for a column *PBP 400 X 176.1*. The grade of the column material is **E 300 (Fe 440)**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 60 kNm (reversible) - - - **Shear Force**: 40 kN - - - **Axial Force**: 520 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 24; Grade: 8.8 - - **Flange Splice Plate:** Material E 300 (Fe 440); Preference: Outside; Thickness (mm): 20 - - **Web Splice Plate:** Material E 300 (Fe 440); Thickness (mm): 16 - - Bolt hole type is standard - - Surface treatment: Sand blasted (slip factor = 0.52) - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are exposed to marine environment - - **Download:** - - DesignReport_1.2.3.1.2.pdf_. - - Example_1.2.3.1.2.osi_. - -1.2.3.2. Cover Plate Welded -------------------------------- - - **Sample Problem 1** - - Design a *Column-Column Cover Plate* welded connection for a column *PBP 400 X 140.2*. The grade of the column material is **E 300 (Fe 440)**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 127 kNm (reversible) - - - **Axial Force**: 370 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Flange Splice Plate:** Material E 300 (Fe 440); Preference: Outside + Inside; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - **Web Splice Plate:** Material E 300 (Fe 440); Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 540 MPa - - Gap between the members is 3 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.2.1.pdf_. - - Example_1.2.3.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Column-Column Cover Plate* welded connection for a column *HB 400*. The grade of the column material is **E 250 (Fe 410 W)A**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 50 kNm (reversible) - - - **Shear Force**: 30 kN - - - **Axial Force**: 480 kN - - Perform a *design check* by adopting the following design specifications: - - - **Flange Splice Plate:** Material E 250 (Fe 410 W)A; Preference: Outside; Thickness (mm): 18 - - **Web Splice Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - Gap between the members is 5 mm - - Members are exposed to (mild) marine environment - - **Download:** - - DesignReport_1.2.3.2.2.pdf_. - - Example_1.2.3.2.2.osi_. - -1.2.3.3. End Plate -------------------------------- - -1.2.3.3.1. Flush End Plate - - **Sample Problem 1** - - Design a *Column-Column End Plate* connection for a column *HB 250*. The grade of the column material is **E 250 (Fe 410 W)A**. - - The column is subjected to the following loading condition; - - - **Axial Force**: 350 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 24, 30; Grade: 8.8, 9.8, 10.9, 12.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.3.1.1.pdf_. - - Example_1.2.3.3.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Column-Column End Plate* connection for a column *PBP 300 X 95*. The grade of the column material is **E 300 (Fe 440)**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 50 kNm (reversible) - - - **Shear Force**: 20 kN - - - **Axial Force**: 250 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 30; Grade: 9.8 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 32 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.3.1.2.pdf_. - - Example_1.2.3.3.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.2.3.3.2. Extended Both Ways - - **Sample Problem 1** - - Design a *Column-Column End Plate* connection for a column *HB 250*. The grade of the column material is **E 250 (Fe 410 W)A**. - - The column is subjected to the following loading condition; - - - **Axial Force**: 350 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Bolt type:** Bearing bolt; Diameter: 24, 30; Grade: 8.8, 9.8, 10.9, 12.9 - - **End Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): Most optimum from the available thicknesses in the Osdag database - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.3.2.1.pdf_. - - Example_1.2.3.3.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Column-Column End Plate* connection for a column *PBP 300 X 95*. The grade of the column material is **E 300 (Fe 440)**. - - The column is subjected to the following loading condition; - - - **Bending Moment**: 50 kNm (reversible) - - - **Shear Force**: 20 kN - - - **Axial Force**: 250 kN - - Perform a *design check* by adopting the following design specifications: - - - **Bolt type:** Friction grip (HSFG); Pre-tensioned; Diameter: 30; Grade: 9.8 - - **End Plate:** Material E 300 (Fe 440); Thickness (mm): 32 - - Bolt hole type is standard - - The plate edges are machine-flame cut - - Gap between the members is 0 mm - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.2.3.3.2.2.pdf_. - - Example_1.2.3.3.2.2.osi_. - -1.3. *Base Plate Connection* -####################### - -1.3.1. Welded Column Base - - **Sample Problem 1** - - Design a *Base Plate* connection for a column *HB 450* subjected to the following reactions at the base; - - - **Axial Compression**: 1100 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Column:** Grade of the column material is **E 250 (Fe 410 W)A**. - - **Anchor Bolt:** Type: End Plate Type; Diameter: M20, M24, M30; Grade: 8.8, 9.8 - - **Footing:** Grade of concrete is M 25 - - **Base Plate:** Material E 250 (Fe 410 W)A - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - The plate edges are machine-flame cut - - Members are exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.3.1.1.pdf_. - - Example_1.3.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Base Plate* connection for a column *PBP 360 X 178.4* subjected to the following reactions at the base; - - - **Axial Compression**: 880 kN - - **Shear Force (at base)**: - - Along major (z-z) axis: 25 kN - - Along minor (y-y) axis: 10 kN - - Perform a *design check* by adopting the following design specifications: - - - **Column:** Grade of the column material is **E 300 (Fe 440)**. - - **Anchor Bolt:** Type: End Plate Type; Diameter: M20; Grade: 10.9 - - **Footing:** Grade of concrete is M 30 - - **Base Plate:** Material E 250 (Fe 410 W)A - - **Stiffener/Shear Key:** Material E 250 (Fe 410 W)A - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 440 MPa - - The plate edges are machine-flame cut - - Members are exposed to corrosive environment - - **Download:** - - DesignReport_1.3.1.2.pdf_. - - Example_1.3.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.3.2. Moment Base Plate - - **Sample Problem 1** - - Design a *Base Plate* connection for a column *PBP 400 X 140.2* subjected to the following reactions at the base; - - - **Axial Compression**: 900 kN - - **Axial Tension/Uplift**: 27 kN - - **Shear Force (at base)**: - - Along major (z-z) axis: 85 kN - - Along minor (y-y) axis: 12 kN - - **Bending Moment**: - - Major (z-z) axis: 123 kN - - Perform an *optimum design* by adopting the following design specifications: - - - **Column:** Grade of the column material is **E 350 (Fe 490)**. - - **Anchor Bolt - Outside Column Flange:** Type: End Plate Type; Diameter: M24, M30; Grade: 8.8, 12.9 - - **Anchor Bolt - Inside Column Flange:** Type: End Plate Type; Diameter: M20, M24; Grade: 8.8, 9.8 - - **Footing:** Grade of concrete is M 30 - - **Base Plate:** Material E 250 (Fe 410 W)A - - **Stiffener/Shear Key:** Material E 250 (Fe 410 W)A - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* (both, outside and inside flange) - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - The plate edges are machine-flame cut - - Members are exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.3.2.1.pdf_. - - Example_1.3.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Base Plate* connection for a column *HB 450* subjected to the following reactions at the base; - - - **Axial Compression**: 1600 kN - - **Shear Force (at base)**: - - Along major (z-z) axis: 80 kN - - Along minor (y-y) axis: 23 kN - - **Bending Moment**: - - Major (z-z) axis: 180 kN - - Minor (y-y) axis: 45 kN - - Perform a *design check* by adopting the following design specifications: - - - **Column:** Grade of the column material is **E 300 (Fe 440)**. - - **Anchor Bolt - Outside Column Flange:** Type: End Plate Type; Diameter: M30; Grade: 10.9 - - **Anchor Bolt - Inside Column Flange:** Type: End Plate Type; Diameter: M20; Grade: 8.8 - - **Footing:** Grade of concrete is M 25 - - **Base Plate:** Material E 300 (Fe 440) - - **Stiffener/Shear Key:** Material E 300 (Fe 440) - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* (both, outside and inside flange) - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 600 MPa - - The plate edges are machine-flame cut - - Members are not exposed to marine/corrosive environment - - **Download:** - - DesignReport_1.3.2.2.pdf_. - - Example_1.3.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -1.3.3. Hollow/Tubular Column Base - - **Sample Problem 1** - - Design a *Base Plate* connection for a square hollow column section *SHS 180 x 180 x 8* subjected to the following reactions at the base; - - - **Axial Compression**: 650 kN - - Perform an *optimum design* by adopting the following design specifications: - - - ** Hollow Column:** Grade of the column material is **E 300 (Fe 440)** - - **Anchor Bolt:** Type: End Plate Type; Diameter: M20, M24, M30; Grade: 8.8, 10.9 - - **Footing:** Grade of concrete is M 25 - - **Base Plate:** Material E 250 (Fe 410 W)A - - **Stiffener Plate:** Material E 250 (Fe 410 W)A - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 510 MPa - - The plate edges are machine-flame cut - - Members are not exposed to corrosive environment - - **Download:** - - DesignReport_1.3.3.1.pdf_. - - Example_1.3.3.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Base Plate* connection for a circular hollow column section *CHS 355.6 x 10* subjected to the following reactions at the base; - - - **Axial Compression**: 775 kN - - **Shear Force (at base)**: - - Along major (z-z) axis: 45 kN - - Along minor (y-y) axis: 10 kN - - Perform a *design check* by adopting the following design specifications: - - - **Column:** Grade of the column material is **E 300 (Fe 440)**. - - **Anchor Bolt:** Type: End Plate Type; Diameter: M20; Grade: 8.8 - - **Footing:** Grade of concrete is M 35 - - **Base Plate:** Material E 250 (Fe 410 W)A - - **Stiffener/Shear Key:** Material E 250 (Fe 410 W)A - - Bolt hole type is over-sized and the Anchor bolt is *Galvanized* - - Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 440 MPa - - The plate edges are machine-flame cut - - Members are exposed to corrosive environment - - **Download:** - - DesignReport_1.3.3.2.pdf_. - - Example_1.3.3.2.osi_. - -*********************** -2. **Tension Member Design** -*********************** -2.1. *Tension Member - Bolted to End Gusset* -####################### - - **Sample Problem 1** - - Design a *Tension Member* with a bolted end connection to transfer a factored axial force of **235 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Angle - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Longer leg - - Length: 2560 mm - - - **End Connection:** - - Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20; Grade: 4.6, 4.8 - - Bolt hole type is standard - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.1.1.pdf_. - - Example_2.1.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Tension Member* with a bolted end connection to transfer a factored axial force of **330 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Back to Back Angles - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Longer leg - - Length: 2200 mm - - - **End Connection:** - - Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20, 24; Grade: 6.8, 8.8 - - Bolt hole type is over-sized - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16, 20 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.1.2.pdf_. - - Example_2.1.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 3** - - Design a *Tension Member* with a bolted end connection to transfer a factored axial force of **180 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Star Angles - - Material Grade: E 165 (Fe 290) - - Connection Location: Short leg - - Length: 2500 mm - - - **End Connection:** - - Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 16, 20; Grade: 5.6, 5.8, 6.8 - - Bolt hole type is standard - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14 - - The plate edges are hand flame cut - - **Download:** - - DesignReport_2.1.3.pdf_. - - Example_2.1.3.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 4** - - Design a *Tension Member* with a bolted end connection to transfer a factored axial force of **240 kN**. - - Perform a *design check* by adopting the following design specifications: - - - **Section:** - - Profile: Channel - - Designation: MC 250 - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Web - - Length: 3200 mm - - - **End Connection:** - - Connector: Type: Bolted; Bolt type: Friction grip (HSFG); Diameter: 20; Grade: 8.8 - - Bolt hole type is standard and slip factor is 0.3 - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.1.4.pdf_. - - Example_2.1.4.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 5** - - Design a *Tension Member* with a bolted end connection to transfer a factored axial force of **500 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Back to Back Channels - - Material Grade: E 300 (Fe 440) - - Connection Location: Web - - length: 3000 mm - - - **End Connection:** - - Connector: Type: Bolted; Bolt type: Bearing bolt; Diameter: 20, 24; Grade: 8.8, 9.8, 10.9 - - Bolt hole type is over-sized - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.1.5.pdf_. - - Example_2.1.5.osi_. - -2.2. *Tension Member - Welded to End Gusset* -####################### - - **Sample Problem 1** - - Design a *Tension Member* with a welded end connection to transfer a factored axial force of **235 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Angle - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Longer leg - - Length: 2560 mm - - - **End Connection:** - - Connector: Type: Welded; Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 450 MPa - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.2.1.pdf_. - - Example_2.2.1.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 2** - - Design a *Tension Member* with bolted end connection to transfer a factored axial force of **330 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Back to Back Angles - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Longer leg - - Length: 2200 mm - - - **End Connection:** - - Connector: Type: Welded; Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14, 16, 20 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.2.2.pdf_. - - Example_2.2.2.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 3** - - Design a *Tension Member* with bolted end connection to transfer a factored axial force of **180 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Star Angles - - Material Grade: E 165 (Fe 290) - - Connection Location: Short leg - - Length: 2500 mm - - - **End Connection:** - - Connector: Type: Welded; Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 10, 12, 14 - - The plate edges are hand flame cut - - **Download:** - - DesignReport_2.2.3.pdf_. - - Example_2.2.3.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 4** - - Design a *Tension Member* with bolted end connection to transfer a factored axial force of **240 kN**. - - Perform a *design check* by adopting the following design specifications: - - - **Section:** - - Profile: Channel - - Designation: MC 250 - - Material Grade: E 250 (Fe 410 W)A - - Connection Location: Web - - Length: 3200 mm - - - **End Connection:** - - Connector: Type: Welded; Type of weld fabrication: Field weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 410 MPa - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 14 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.2.4.pdf_. - - Example_2.2.4.osi_. - --------------------------------------------------------------------------------------------------------------------------- - - **Sample Problem 5** - - Design a *Tension Member* with bolted end connection to transfer a factored axial force of **500 kN**. - - Perform an *optimum design* by adopting the following design specifications: - - - **Section:** - - Profile: Back to Back Channels - - Material Grade: E 300 (Fe 440) - - Connection Location: Web - - length: 3000 mm - - - **End Connection:** - - Connector: Type: Welded; Type of weld fabrication: Shop weld - - The ultimate strength of the weld material is, f\ :sub:`u` = 440 MPa - - **Gusset Plate:** Material E 250 (Fe 410 W)A; Thickness (mm): 16, 18, 20 - - The plate edges are machine-flame cut - - **Download:** - - DesignReport_2.2.5.pdf_. - - Example_2.2.5.osi_. - --------------------------------------------------------------------------------------------------------------------------- - -**Other Resources** - - - How to use Osdag? 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Make sure you have Sphinx - echo.installed, then set the SPHINXBUILD environment variable to point - echo.to the full path of the 'sphinx-build' executable. Alternatively you - echo.may add the Sphinx directory to PATH. - echo. - echo.If you don't have Sphinx installed, grab it from - echo.http://sphinx-doc.org/ - exit /b 1 -) - -%SPHINXBUILD% -M %1 %SOURCEDIR% %BUILDDIR% %SPHINXOPTS% -goto end - -:help -%SPHINXBUILD% -M help %SOURCEDIR% %BUILDDIR% %SPHINXOPTS% - -:end -popd diff --git a/ResourceFiles/html_page/website_header.png b/ResourceFiles/html_page/website_header.png deleted file mode 100644 index 920b0f022..000000000 Binary files a/ResourceFiles/html_page/website_header.png and /dev/null differ diff --git a/ResourceFiles/images/1.RRFF.PNG b/ResourceFiles/images/1.RRFF.PNG deleted file mode 100644 index 3127aa0da..000000000 Binary files a/ResourceFiles/images/1.RRFF.PNG and /dev/null differ diff --git a/ResourceFiles/images/1.RRFF_rotated.PNG b/ResourceFiles/images/1.RRFF_rotated.PNG deleted file mode 100644 index c64e240be..000000000 Binary files a/ResourceFiles/images/1.RRFF_rotated.PNG and /dev/null differ diff --git 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Help_Design_Examples documentation master file, created by - sphinx-quickstart on Mon Jun 12 15:06:32 2017. - You can adapt this file completely to your liking, but it should at least - contain the root `toctree` directive. - -.. image:: website_header.png - :target: http://osdag.fossee.in/ - - - -Welcome to Osdag help! -================================================ - -Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Darshan in Osdag team at IIT Bombay. - -This beta version of Osdag contains four shear connection modules. - -The example OSI files can be loaded using the ``File -> Load input`` option of the appropriate connection module. - -************************** -Osdag Homepage_. -************************** - -*********************** -1. Connections -*********************** -1.1. Shear Connection -####################### -1.1.1. Fin Plate Connection -**************************** -1.1.1.1 Column Flange-Beam Web (CFBW) connectivity - - *Sample problem 1* - - Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of property class 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.1.1.1.1.pdf_. - - Example_1.1.1.1.1.osi_. - - *Sample problem 2* - - Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of property class 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.1.1.2.pdf_. - - Example_1.1.1.1.2.osi_. - -1.1.1.2. Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of property class 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut. - - **Download:** - - DesignReport_1.1.1.2.1.pdf_. - - Example_1.1.1.2.1.osi_. - - *Sample problem 2* - - Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of property class 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive. - - **Download:** - - DesignReport_1.1.1.2.2.pdf_. - - Example_1.1.1.2.2.osi_. - -1.1.1.3. Beam-Beam (BB) connectivity - - *Sample problem 1* - - Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of property class 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.1.3.1.pdf_. - - Example_1.1.1.3.1.osi_. - - *Sample problem 2* - - Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of property class 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.1.3.2.pdf_. - - Example_1.1.1.3.2.osi_. - - -1.1.2. End Plate Connection -**************************** - -1.1.2.1. Column Flange-Beam Web (CFBW) connectivity - - *Sample problem 1* - - Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of property class 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.1.2.1.1.pdf_. - - Example_1.1.2.1.1.osi_. - - *Sample problem 2* - - Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of property class 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.2.1.2.pdf_. - - Example_1.1.2.1.2.osi_. - -1.1.2.2. Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of property class 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut. - - **Download:** - - DesignReport_1.1.2.2.1.pdf_. - - Example_1.1.2.2.1.osi_. - - *Sample problem 2* - - Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of property class 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut. - - **Download:** - - DesignReport_1.1.2.2.2.pdf_. - - Example_1.1.2.2.2.osi_. - -1.1.2.3. Beam-Beam (BB) connectivity - - *Sample problem 1* - - Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of property class 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.2.3.1.pdf_. - - Example_1.1.2.3.1.osi_. - - *Sample problem 2* - - Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of property class 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.2.3.2.pdf_. - - Example_1.1.2.3.2.osi_. - - -1.1.3. Cleat Angle Connection -******************************* - -1.1.3.1. Column Flange-Beam Web (CFBW) connectivity - - *Sample problem 1* - - Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of property class 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.1.3.1.1.pdf_. - - Example_1.1.3.1.1.osi_. - - *Sample problem 2* - - Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of property class 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive. - - **Download:** - - DesignReport_1.1.3.1.2.pdf_. - - Example_1.1.3.1.2.osi_. - -1.1.3.2. Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of property class 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm. - - **Download:** - - DesignReport_1.1.3.2.1.pdf_. - - Example_1.1.3.2.1.osi_. - - *Sample problem 2* - - Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of property class 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive. - - **Download:** - - DesignReport_1.1.3.2.2.pdf_. - - Example_1.1.3.2.2.osi_. - -1.1.3.3. Beam-Beam (BB) connectivity - - *Sample problem 1* - - Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of property class 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.1.3.3.1.pdf_. - - Example_1.1.3.3.1.osi_. - - *Sample problem 2* - - Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of property class 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm. - - **Download:** - - DesignReport_1.1.3.3.2.pdf_. - - Example_1.1.3.3.2.osi_. - -1.1.4. Seated Angle Connection -******************************* -1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity - - *Sample problem 1* - - Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of property class 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.1.4.1.1.pdf_. - - Example_1.1.4.1.1.osi_. - - - *Sample problem 2* - - Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of property class 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive. - - **Download:** - - DesignReport_1.1.4.1.2.pdf_. - - Example_1.1.4.1.2.osi_. - -1.1.4.2. Column Web-Beam Flange (CWBF) connectivity - - *Sample problem 1* - - Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of property class 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume type of edge as machine flame cut. - - **Download:** - - DesignReport_1.1.4.2.1.pdf_. - - Example_1.1.4.2.1.osi_. - - *Sample problem 2* - - Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of property class 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm. - - **Download:** - - DesignReport_1.1.4.2.2.pdf_. - - Example_1.1.4.2.2.osi_. - - -1.2. Moment Connection -####################### -1.2.1. Beam-Beam -******************* -1.2.1.1. Cover Plate Connection ---------------------------------- -1.2.1.1.1 Bolted connectivity - - - *Sample problem 1* - - Design a bolted cover plate splice connection for beam UB 457x191x82 to transfer a factored external moment of 175kNm, factored shear of 115kN and factored axial force of 100kN. Use M20 Friction grip bolts of property class 8.8. Try 16mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast. - - DesignReport_1.2.1.1.1.1.pdf_. - - Example_1.2.1.1.1.1.osi_. - - - *Sample problem 2 * - - Design a bolted cover plate splice connection for beam UB 406x178x67 to transfer a factored external moment of 150kNm, factored shear of 100kN and factored axial force of 75kN. Use M20 Friction grip bolts of property class 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast. - - **Download:** - - DesignReport_1.2.1.1.1.2.pdf_. - - Example_1.2.1.1.1.2.osi_. - - - -1.2.1.2. End Plate Connection --------------------------------- -1.2.1.2.1 Extended Both Ways - - *Sample problem 1* - - Design a bolted extended (both way) end plate spliced moment connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 200 kNm and 150 kN. Use M20 bearing bolts of property class 9.8. Try an end plate 20 mm thick and groove weld (CJP). Take Fe410 grade steel (f\ :sub:`y` \ = 230 MPa, f\ :sub:`u` = 450 MPa). The bolt hole type is standard. The type of weld is shop weld and the end plate is prepared by machine-flame cut. - - **Download:** - - DesignReport_1.2.1.2.1.1.pdf_. - - Example_1.2.1.2.1.1.osi_. - - *Sample problem 2* - - Design a bolted extended (both way) end plate spliced moment connection for a beam UB 406 x 178 x 74, for transferring a factored reversible moment, shear force and axial force of 350 kNm, 120 kN and 50 kN, respectively. Use M16 friction grip bolts of property class 8.8. Try an end plate 20 mm thick and use groove weld. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.48. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - **Download:** - - DesignReport_1.2.1.2.1.2.pdf_. - - Example_1.2.1.2.1.2.osi_. - -1.2.1.2.2 Extended One Way - - *Sample problem 1* - - Design a bolted extended One Way end plate spliced connection for a beam MB 400, to transfer a vertical factored shear force of 12kN, factored bending moment of 75kNm. Use M30 bearing bolts of property class 3.6. Try 16mm thick end plate with groove weld for flange and web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - **Download:** - - DesignReport_1.2.1.2.2.1.pdf_. - - Example_1.2.1.2.2.1.osi_. - - *Sample problem 2* - - Design a bolted extended One Way end plate spliced connection for a beam MB 400, to transfer a vertical factored shear force of 12kN and factored bending moment of 75kNm. Use M20 bearing bolts of grade 3.6. Try 14mm thick end plate with groove weld for flange and web . Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - **Download:** - - DesignReport_1.2.1.2.2.2.pdf_. - - Example_1.2.1.2.2.2.osi_. - - -1.2.1.2.3 Flush Plate - - *Sample problem 1* - - Design a Flush end plate spliced connection for a beam MB 300, to transfer a vertical factored shear force of 25 kN and factored bending moment of 50kNm. Use M24 friction grip bolts of property class 8.8. Try 22mm thick end plate with 6mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The friction grip bolts is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - - **Download:** - - DesignReport_1.2.1.2.3.1.pdf_. - - Example_1.2.1.2.3.1.osi_. - - *Sample problem 2* - - Design a Flush end plate spliced connection for a beam MB 300, to transfer a vertical factored shear force of 25kN and factored bending moment of 50kNm. Use M20 friction girp bolts of property class 8.8. Try 20mm thick end plate with 6mm fillet weld for flange and 5mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolts is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. - - - **Download:** - - DesignReport_1.2.1.2.3.2.pdf_. - - Example_1.2.1.2.3.2.osi_. - - -1.2.2. Beam-Column -******************* -1.2.2.1. End Plate Connection -------------------------------- - -1.2.2.1.1. Extended Both Ways - -1.2.2.1.1.1 Column Flange-Beam Web (CFBW) connectivity - - - *Sample problem 1* - - Design a bolted extented both ways end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M30 bearing bolts of property class 12.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm fillet weld for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.1.1.1.pdf_. - - Example_1.2.2.1.1.1.1.osi_. - - *Sample problem 2* - - Design a bolted extented both ways end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 120kN. Use M30 bearing bolts of property class 12.9. Try 26mm thick end plate with 8mm fillet weld for flange and 6mm fillet weld for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.1.1.2.pdf_. - - Example_1.2.2.1.1.1.2.osi_. - -1.2.2.1.1.2 Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design a bolted extented both ways end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M30 friction grip bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.1.2.1.pdf_. - - Example_1.2.2.1.1.2.1.osi_. - - - *Sample problem 2* - - Design a bolted extended both ways end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M20 friction grip bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.1.2.2.pdf_. - - Example_1.2.2.1.1.2.2.osi_. - - -1.2.2.1.2. Extended One Way. - -1.2.2.1.2.1 Column Flange-Beam Web (CFBW) connectivity - - *Sample problem 1* - - Design a bolted extended one way end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M24 bearing bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.2.1.1.pdf_. - - Example_1.2.2.1.2.1.1.osi_. - - *Sample problem 2* - - Design a bolted extented one way end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35kN, factored bending moment of 25kNm and factored axial force 120kN. Use M24 bearing bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.2.1.2.pdf_. - - Example_1.2.2.1.2.1.2.osi_. - -1.2.2.1.2.2 Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design a bolted extented one way end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M24 friction grip bolts of property class 10.9. Try 24mm thick end plate with 8mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.2.2.1.pdf_. - - Example_1.2.2.1.2.2.1.osi_. - - *Sample problem 2* - - Design a bolted extended one way end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M20 friction grip bolts of property class 10.9. Try 24mm thick end plate with 8mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.2.2.2.pdf_. - - Example_1.2.2.1.2.2.2.osi_. - - -1.2.2.1.3. Flush Plate. - -1.2.2.1.3.1 Column Flange-Beam Web (CFBW) connectivity - - - *Sample problem 1* - - Design a bolted flush end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M30 bearing bolts of property class 12.9. Try 24mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.3.1.1.pdf_. - - Example_1.2.2.1.3.1.1.osi_. - - *Sample problem 2* - - Design a bolted flush end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M20 bearing bolts of property class 10.9. Try 24mm thick end plate with 10mm fillet weld for web and 6mm for flange. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.3.1.2.pdf_. - - Example_1.2.2.1.3.1.2.osi_. - -1.2.2.1.3.2 Column Web-Beam Web (CWBW) connectivity - - *Sample problem 1* - - Design a bolted flush end plate connection between a beam NPB 160x80x15.8 and a column UC 305 x 305 x 97 to transfer a vertical factored shear force of 20kN, factored bending moment of 15kNm and factored axial force 15kN. Use M16 bearing bolts of property class 8.8. Try 20mm thick end plate with groove weld for flange and web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.3.2.1.pdf_. - - Example_1.2.2.1.3.2.1.osi_. - - *Sample problem 2* - - Design a bolted flush end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 50 kN, factored bending moment of 75kNm and factored axial force 25kN. Use M20 friction grip bolts of property class 10.9. Try 24mm thick end plate with 6mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. - - **Download:** - - DesignReport_1.2.2.1.3.2.2.pdf_. - - Example_1.2.2.1.3.2.2.osi_. - - - - - - - - - - - - - - - - - - -1.3. Truss Connection -####################### - - -Comments, questions, suggestions? See the Feedback_. page to contact Osdag. Copyright Ā© 2017 Osdag. All rights reserved. - - -.. _Homepage: http://osdag.fossee.in - -.. _Feedback: http://osdag.fossee.in/forums - -.. _DesignReport_1.1.1.1.1.pdf: \DesignReport_1.1.1.1.1.pdf -.. _Example_1.1.1.1.1.osi: \Example_1.1.1.1.1.osi - -.. _DesignReport_1.1.1.1.2.pdf: \DesignReport_1.1.1.1.2.pdf -.. _Example_1.1.1.1.2.osi: \Example_1.1.1.1.2.osi - -.. _DesignReport_1.1.1.2.1.pdf: \DesignReport_1.1.1.2.1.pdf -.. _Example_1.1.1.2.1.osi: \Example_1.1.1.2.1.osi - -.. _DesignReport_1.1.1.2.2.pdf: \DesignReport_1.1.1.2.2.pdf -.. _Example_1.1.1.2.2.osi: \Example_1.1.1.2.2.osi - -.. _DesignReport_1.1.1.3.1.pdf: \DesignReport_1.1.1.3.1.pdf -.. _Example_1.1.1.3.1.osi: \Example_1.1.1.3.1.osi - -.. _DesignReport_1.1.1.3.2.pdf: \DesignReport_1.1.1.3.2.pdf -.. _Example_1.1.1.3.2.osi: \Example_1.1.1.3.2.osi - -.. _DesignReport_1.1.2.1.1.pdf: \DesignReport_1.1.2.1.1.pdf -.. _Example_1.1.2.1.1.osi: \Example_1.1.2.1.1.osi - -.. _DesignReport_1.1.2.1.2.pdf: \DesignReport_1.1.2.1.2.pdf -.. _Example_1.1.2.1.2.osi: \Example_1.1.2.1.2.osi - -.. _DesignReport_1.1.2.2.1.pdf: \DesignReport_1.1.2.2.1.pdf -.. _Example_1.1.2.2.1.osi: \Example_1.1.2.2.1.osi - -.. _DesignReport_1.1.2.2.2.pdf: \DesignReport_1.1.2.2.2.pdf -.. _Example_1.1.2.2.2.osi: \Example_1.1.2.2.2.osi - -.. _DesignReport_1.1.2.3.1.pdf: \DesignReport_1.1.2.3.1.pdf -.. _Example_1.1.2.3.1.osi: \Example_1.1.2.3.1.osi - -.. _DesignReport_1.1.2.3.2.pdf: \DesignReport_1.1.2.3.2.pdf -.. _Example_1.1.2.3.2.osi: \Example_1.1.2.3.2.osi - -.. _DesignReport_1.1.3.1.1.pdf: \DesignReport_1.1.3.1.1.pdf -.. _Example_1.1.3.1.1.osi: \Example_1.1.3.1.1.osi - -.. _DesignReport_1.1.3.1.2.pdf: \DesignReport_1.1.3.1.2.pdf -.. _Example_1.1.3.1.2.osi: \Example_1.1.3.1.2.osi - -.. _DesignReport_1.1.3.2.1.pdf: \DesignReport_1.1.3.2.1.pdf -.. _Example_1.1.3.2.1.osi: \Example_1.1.3.2.1.osi - -.. _DesignReport_1.1.3.2.2.pdf: \DesignReport_1.1.3.2.2.pdf -.. _Example_1.1.3.2.2.osi: \Example_1.1.3.2.2.osi - -.. _DesignReport_1.1.3.3.1.pdf: \DesignReport_1.1.3.3.1.pdf -.. _Example_1.1.3.3.1.osi: \Example_1.1.3.3.1.osi - -.. _DesignReport_1.1.3.3.2.pdf: \DesignReport_1.1.3.3.2.pdf -.. _Example_1.1.3.3.2.osi: \Example_1.1.3.3.2.osi - -.. _DesignReport_1.1.4.1.1.pdf: \DesignReport_1.1.4.1.1.pdf -.. _Example_1.1.4.1.1.osi: \Example_1.1.4.1.1.osi - -.. _DesignReport_1.1.4.1.2.pdf: \DesignReport_1.1.4.1.2.pdf -.. _Example_1.1.4.1.2.osi: \Example_1.1.4.1.2.osi - -.. _DesignReport_1.1.4.2.1.pdf: \DesignReport_1.1.4.2.1.pdf -.. _Example_1.1.4.2.1.osi: \Example_1.1.4.2.1.osi - -.. _DesignReport_1.1.4.2.2.pdf: \DesignReport_1.1.4.2.2.pdf -.. _Example_1.1.4.2.2.osi: \Example_1.1.4.2.2.osi - -.. _DesignReport_1.1.4.2.3.pdf: \DesignReport_1.1.4.2.3.pdf -.. _Example_1.1.4.2.3.osi: \Example_1.1.4.2.3.osi - -.. _DesignReport_1.2.1.1.1.1.pdf: \DesignReport_1.2.1.1.1.1.pdf -.. _Example_1.2.1.1.1.1.osi: \Example_1.2.1.1.1.1.osi - -.. _DesignReport_1.2.1.1.1.2.pdf: \DesignReport_1.2.1.1.1.2.pdf -.. _Example_1.2.1.1.1.2.osi: \Example_1.2.1.1.1.2.osi - - -.. _DesignReport_1.2.1.2.1.1.pdf: \DesignReport_1.2.1.2.1.1.pdf -.. _Example_1.2.1.2.1.1.osi: \Example_1.2.1.2.1.1.osi - - -.. _DesignReport_1.2.1.2.1.2.pdf: \DesignReport_1.2.1.2.1.2.pdf -.. _Example_1.2.1.2.1.2.osi: \Example_1.2.1.2.1.2.osi - -.. _DesignReport_1.2.1.2.2.1.pdf: \DesignReport_1.2.1.2.2.1.pdf -.. _Example_1.2.1.2.2.1.osi: \Example_1.2.1.2.2.1.osi - -.. _DesignReport_1.2.1.2.2.2.pdf: \DesignReport_1.2.1.2.2.2.pdf -.. _Example_1.2.1.2.2.2.osi: \Example_1.2.1.2.2.2.osi - - -.. _DesignReport_1.2.1.2.3.1.pdf: \DesignReport_1.2.1.2.3.1.pdf -.. _Example_1.2.1.2.3.1.osi: \Example_1.2.1.2.3.1.osi - -.. _DesignReport_1.2.1.2.3.2.pdf: \DesignReport_1.2.1.2.3.2.pdf -.. _Example_1.2.1.2.3.2.osi: \Example_1.2.1.2.3.2.osi - - - -.. _DesignReport_1.2.2.1.1.1.1.pdf: \DesignReport_1.2.2.1.1.1.1.pdf -.. _Example_1.2.2.1.1.1.1.osi: \Example_1.2.2.1.1.1.1.osi - - -.. _DesignReport_1.2.2.1.1.1.2.pdf: \DesignReport_1.2.2.1.1.1.2.pdf -.. _Example_1.2.2.1.1.1.2.osi: \Example_1.2.2.1.1.1.2.osi - - -.. _DesignReport_1.2.2.1.1.2.1.pdf: \DesignReport_1.2.2.1.1.2.1.pdf -.. _Example_1.2.2.1.1.2.1.osi: \Example_1.2.2.1.1.2.1.osi - - -.. _DesignReport_1.2.2.1.1.2.2.pdf: \DesignReport_1.2.2.1.1.2.2.pdf - -.. _Example_1.2.2.1.1.2.2.osi: \Example_1.2.2.1.1.2.2.osi - - -.. _DesignReport_1.2.2.1.2.1.1.pdf: \DesignReport_1.2.2.1.2.1.1.pdf - -.. _Example_1.2.2.1.2.1.1.osi: \Example_1.2.2.1.2.1.1.osi - - -.. _DesignReport_1.2.2.1.2.1.2.pdf: \DesignReport_1.2.2.1.2.1.2.pdf - -.. _Example_1.2.2.1.2.1.2.osi: \Example_1.2.2.1.2.1.2.osi - - -.. _DesignReport_1.2.2.1.2.2.1.pdf: \DesignReport_1.2.2.1.2.2.1.pdf - -.. _Example_1.2.2.1.2.2.1.osi: \Example_1.2.2.1.2.2.1.osi - - -.. _DesignReport_1.2.2.1.2.2.2.pdf: \DesignReport_1.2.2.1.2.2.2.pdf - -.. _Example_1.2.2.1.2.2.2.osi: \Example_1.2.2.1.2.2.2.osi - - -.. _DesignReport_1.2.2.1.3.1.1.pdf: \DesignReport_1.2.2.1.3.1.1.pdf - -.. _Example_1.2.2.1.3.1.1.osi: \Example_1.2.2.1.3.1.1.osi - - -.. _DesignReport_1.2.2.1.3.1.2.pdf: \DesignReport_1.2.2.1.3.1.2.pdf - -.. _Example_1.2.2.1.3.1.2.osi: \Example_1.2.2.1.3.1.2.osi - - -.. _DesignReport_1.2.2.1.3.2.1.pdf: \DesignReport_1.2.2.1.3.2.1.pdf - -.. _Example_1.2.2.1.3.2.1.osi: \Example_1.2.2.1.3.2.1.osi - - -.. _DesignReport_1.2.2.1.3.2.2.pdf: \DesignReport_1.2.2.1.3.2.2.pdf - -.. _Example_1.2.2.1.3.2.2.osi: \Example_1.2.2.1.3.2.2.osi - - - - -.. toctree:: - :maxdepth: 2 - :caption: Contents: - - - -Indices and tables -================== - -* :ref:`genindex` -* :ref:`modindex` -* :ref:`search` - diff --git a/SUMMARY.md b/SUMMARY.md deleted file mode 100644 index c0efdd578..000000000 --- a/SUMMARY.md +++ /dev/null @@ -1,102 +0,0 @@ -# Osdag Backend API - -### Installation Instructions: -- Download and extract Osdag installer for linux -- open 2-install-osdag.sh -- Add line `conda install django` after line 29 -- Run osdag installation files as specified -- Download `secret_key.py` and put in `osdag_web/secret_key.py` -- Download `Intg_osdag.sql` and put in `ResourceFiles/Database/Intg_osdag.sql` -- Download `Intg_osdag.sqlite` and put in `ResourceFiles/Database/Intg_osdag.sqlite`' -- Create folder `file_storage/cad_models/` -- Run `python manage.py migrate` -- To run backend, run `python manage.py runserver` -### Project Structure: -`osdag_web` Django Project files -`osdag`: Django app for osdag web API -`osdag_api`: Layer between Osdag code and osdag web API - ---- - -### Osdag Web APIs: -#### `osdag/web_api` contains APIs as django Views. - - -##### Sessions API `osdag/web_api/session_api.py` - -Contains two API calls: ->Create Session API: `class CreateSession(View)` ->  Creates a design session object in the DB. ->- url: `sessions/create` ->- method: POST ->- body: form-data ->- must include parameter: module=Module Id - ->Delete Session API: `class DeleteSession(View)` ->  Deletes the session from DB and deletes session cookie. ->- url: `sessions/delete` ->- method: POST - -##### Input Data API `osdag/web_api/input_data_api.py` -Contains InputData API: ->Input Data API: `class InputValues(View)` ->  Validate input values and set input data in DB. ->- url: `design/input_values ->- method: POST ->- body: json ->- Must include session cookie - -##### Output Data API `osdag/web_api/output_data_api.py` ->Output Data API `class OutputValues(View)` ->  Return calculated values for output dock ->- url: `design/output_values` ->- method: GET ->- response: json ->- must include session cookie - -##### Cad Model API `osdag/web_api/cad_model_api.py` ->Cad Model API `class CadGeneration(View)` ->  Return CAD Model in brep format ->- url: `design/cad` ->- method: GET ->- response: json ->- must include session cookie - -##### Developed Modules API `osdag/web_api/modules_api.py` ->Modules API `class GetModules(View)` ->  Return all developed module id, ->- url: `modules` ->- method: GET ->- response: json - -### Osdag Api Layer. -#### `osdag_api` contains the layer that bridges the web API and the Osdag software -`osdag_api/module_finder` contains the function, where if you input module id, you get module api -`osdag_api/modules` Contains Module APIs -`osdag_api/modules/module_id` module API -### Structure of Module API (example API for fin_plate_connection) -``` -Api for Fin Plate Connection module -Functions: - get_required_keys() -> List[str]: - Return all required input parameters for the module. - validate_input(input_values: Dict[str, Any]) -> None: - Go through all the input parameters. - Check if all required parameters are given. - Check if all parameters are of correct data type. - create_module() -> FnPlateConnection: - Create an instance of the fin plate connection module design class and set it up for use - create_from_input(input_values: Dict[str, Any]) -> FinPlateConnection - Create an instance of the fin plate connection module design class from input values. - generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - Generate the CAD model from input values as a BREP file. Return file path. -``` \ No newline at end of file diff --git a/SectionModeller_Latex.py b/SectionModeller_Latex.py deleted file mode 100644 index f52622330..000000000 --- a/SectionModeller_Latex.py +++ /dev/null @@ -1,133 +0,0 @@ -from builtins import str -import time -from pylatex import Document, Section,Figure,Head,Foot,NewPage,Command,NoEscape,Tabularx,PageStyle,Package -from pylatex.utils import bold -import sys -import datetime -import os - -class CreateLatex(Document): - def __init__(self): - super().__init__() - def save_latex(self,reportsummary,filename,rel_path,Disp_3d_image): - companyname = str(reportsummary["ProfileSummary"]['CompanyName']) - companylogo = str(reportsummary["ProfileSummary"]['CompanyLogo']) - groupteamname = str(reportsummary["ProfileSummary"]['Group/TeamName']) - designer = str(reportsummary["ProfileSummary"]['Designer']) - projecttitle = str(reportsummary['ProjectTitle']) - subtitle = str(reportsummary['Subtitle']) - jobnumber = str(reportsummary['JobNumber']) - client = str(reportsummary['Client']) - - header = PageStyle("header") - # Create center header - with header.create(Head("C")): - with header.create(Tabularx('|l|p{6cm}|l|X|')) as table: - table.add_hline() - # MultiColumn(4) - table.add_row(('Company Name', companyname, 'Project Title', projecttitle), color='OsdagGreen') - table.add_hline() - table.add_row(('Group/Team Name', groupteamname, 'Subtitle', subtitle), color='OsdagGreen') - table.add_hline() - table.add_row(('Designer', designer, 'Job Number', jobnumber), color='OsdagGreen') - table.add_hline() - table.add_row(('Date', time.strftime("%d /%m /%Y"), 'Client', client), color='OsdagGreen') - table.add_hline() - # Create right footer - with header.create(Foot("R")): - header.append(NoEscape(r'Page \thepage')) - - geometry_options = {"top": "1.2in", "bottom": "1in", "left": "0.6in", "right": "0.6in", "headsep": "0.8in"} - doc = Document(geometry_options=geometry_options, indent=False) - doc.packages.append(Package('amsmath')) - doc.packages.append(Package('graphicx')) - doc.packages.append(Package('needspace')) - doc.add_color('OsdagGreen', 'HTML', 'D5DF93') - doc.preamble.append(header) - doc.change_document_style("header") - - - with doc.create(Section('Design Conclusion')): - with doc.create(Tabularx('|X|X|', row_height=1.2)) as table: - table.add_hline() - table.add_row(('Section Designation','Remarks'),color='OsdagGreen') - table.add_hline() - table.add_row((reportsummary['Define Section']['Section Designation'],'Pass')) - table.add_hline() - - with doc.create(Section('Section Details')): - with doc.create(Tabularx('|X|X|', row_height=1.2)) as table: - table.add_hline() - table.add_row((bold('Section Type'),reportsummary['Define Section']['Section Type'])) - table.add_hline() - table.add_row((bold('Section Template'),reportsummary['Define Section']['Section Template'])) - table.add_hline() - - with doc.create(Section('Section Parameters')): - with doc.create(Tabularx('|X|X|', row_height=1.2)) as table: - for parameter in reportsummary['Define Section']['Section Parameters']: - para=reportsummary['Define Section']['Section Parameters'][parameter] - table.add_hline() - table.add_row((bold(para[0]),para[1])) - table.add_hline() - - labels=[ - 'Area, a(cmĀ²)', - 'Moment of Inertia', - 'I_zz(cm4)', - 'I_yy(cm4)', - 'Radius of Gyration', - 'r_zz(cm)', - 'r_yy(cm)', - 'Centriod', - 'c_z(cm)', - 'c_y(cm)', - 'Plastic Section modulus', - 'Z_pz(cmĀ³)', - 'Z_py(cmĀ³)', - 'Elastic Section modulus', - 'Z_zz(cmĀ³)', - 'Z_yy(cmĀ³)', - ] - values=list(reportsummary['Section Properties'].values()) - Properties=[ - (labels[0],values[0]), - (labels[1],""), - (labels[2],values[1]), - (labels[3],values[2]), - (labels[4],""), - (labels[5],values[3]), - (labels[6],values[4]), - (labels[7],""), - (labels[8],values[5]), - (labels[9],values[6]), - (labels[10],""), - (labels[11],values[7]), - (labels[12],values[8]), - (labels[13],""), - (labels[14],values[9]), - (labels[15],values[10]), - - ] - - with doc.create(Section('Section Properties')): - with doc.create(Tabularx('|X|X|',row_height=1.2)) as table: - for ppty in Properties: - table.add_hline() - table.add_row((bold(ppty[0]),ppty[1])) - table.add_hline() - doc.append(NewPage()) - - - if (not 'TRAVIS' in os.environ): - with doc.create(Section('3D View')): - with doc.create(Figure(position='h!')) as view_3D: - view_3dimg_path = rel_path + Disp_3d_image - # view_3D.add_image(filename=view_3dimg_path, width=NoEscape(r'\linewidth')) - view_3D.add_image(filename=view_3dimg_path) - - view_3D.add_caption('3D View') - try: - doc.generate_pdf(filename, compiler='pdflatex', clean_tex=False) - except: - pass \ No newline at end of file diff --git a/__init__.py b/__init__.py deleted file mode 100644 index b389e2626..000000000 --- a/__init__.py +++ /dev/null @@ -1 +0,0 @@ -from _version import __version__ \ No newline at end of file diff --git a/_version.py b/_version.py deleted file mode 100644 index c0f2b9843..000000000 --- a/_version.py +++ /dev/null @@ -1 +0,0 @@ -__version__ = "2021.02.a.a12f" diff --git a/backend/__init__.py b/backend/__init__.py new file mode 100644 index 000000000..759b0eadf --- /dev/null +++ b/backend/__init__.py @@ -0,0 +1,2 @@ +# Backend package + diff --git a/backend/apps/__init__.py b/backend/apps/__init__.py new file mode 100644 index 000000000..8c0520a62 --- /dev/null +++ b/backend/apps/__init__.py @@ -0,0 +1,2 @@ +# Apps package + diff --git a/APP_CRASH/Appcrash/_dialogs/__init__.py b/backend/apps/core/__init__.py similarity index 100% rename from APP_CRASH/Appcrash/_dialogs/__init__.py rename to backend/apps/core/__init__.py diff --git a/backend/apps/core/admin.py b/backend/apps/core/admin.py new file mode 100644 index 000000000..4b13b57b8 --- /dev/null +++ b/backend/apps/core/admin.py @@ -0,0 +1,26 @@ +from django.contrib import admin + +# import models +from apps.core.models import Anchor_Bolt , Angle_Pitch , Angles , Beams , Bolt , Bolt_fy_fu , CHS , Channels , Columns , EqualAngle , Material, RHS , SHS , UnequalAngle +from apps.core.models import UserAccount +######################################################### +# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # +######################################################### + + +# Register your models here. +admin.site.register(Anchor_Bolt) +admin.site.register(Angle_Pitch) +admin.site.register(Angles) +admin.site.register(Beams) +admin.site.register(Bolt) +admin.site.register(Bolt_fy_fu) +admin.site.register(CHS) +admin.site.register(Channels) +admin.site.register(Columns) +admin.site.register(EqualAngle) +admin.site.register(Material) +admin.site.register(RHS) +admin.site.register(SHS) +admin.site.register(UnequalAngle) +admin.site.register(UserAccount) diff --git a/backend/apps/core/api/__init__.py b/backend/apps/core/api/__init__.py new file mode 100644 index 000000000..cb3320e94 --- /dev/null +++ b/backend/apps/core/api/__init__.py @@ -0,0 +1,53 @@ +""" +Core API package - Re-exports +""" +# Auth exports +from .auth.user_view import ( + SaveInputFileView +) +from .auth.jwt_api import JWTHomeView +from .auth.google_sso_api import GoogleSSOView +from .auth.delete_account_api import DeleteAccountAPIView +from .auth.export_data_api import ExportUserDataAPIView +from .auth.my_data_api import MyDataAPIView + +# Project exports +from .projects.project_api import ProjectAPI, ProjectDetailAPI, ProjectByNameAPI +from .projects.osi_api import SaveOsiFromInputs, OpenOsiUpload, OpenOsiById, ModuleRoutes, ProjectOsiDownload + +# Design exports +from .design.design_pref_api import DesignPreference +from .design.material_api import MaterialDetails +from .design.design_pref_sync_api import DesignPreferenceSync +from .design.design_pref_defaults_api import DesignPreferenceDefaults +from .design.design_report_pdf_view import CompanyLogoView, CreateDesignReport +from .design.report_customization_api import ParseReportSections, CustomizeReport + +# CAD exports +from .cad.cad_model_api import CADGeneration +from .cad.cad_model_download import CADDownload +from .cad.cad_model_export import CADExport + +# Modules exports +from .modules.modules_api import GetModules + +__all__ = [ + # Auth + 'SaveInputFileView', + 'JWTHomeView', 'GoogleSSOView', + 'DeleteAccountAPIView', + 'ExportUserDataAPIView', + 'MyDataAPIView', + # Projects + 'ProjectAPI', 'ProjectDetailAPI', 'ProjectByNameAPI', + 'SaveOsiFromInputs', 'OpenOsiUpload', 'OpenOsiById', 'ModuleRoutes', 'ProjectOsiDownload', + # Design + 'DesignPreference', 'DesignPreferenceSync', 'DesignPreferenceDefaults', 'MaterialDetails', 'CompanyLogoView', + 'CreateDesignReport', + 'ParseReportSections', 'CustomizeReport', + # CAD + 'CADGeneration', 'CADDownload', 'CADExport', + # Modules + 'GetModules', +] + diff --git a/backend/apps/core/api/auth/__init__.py b/backend/apps/core/api/auth/__init__.py new file mode 100644 index 000000000..f101c9441 --- /dev/null +++ b/backend/apps/core/api/auth/__init__.py @@ -0,0 +1,14 @@ +""" +Authentication & Authorization APIs +""" +from .user_view import ( + SaveInputFileView +) +from .jwt_api import JWTHomeView +from .google_sso_api import GoogleSSOView + +__all__ = [ + 'SaveInputFileView', + 'JWTHomeView', 'GoogleSSOView', +] + diff --git a/backend/apps/core/api/auth/delete_account_api.py b/backend/apps/core/api/auth/delete_account_api.py new file mode 100644 index 000000000..3cc512170 --- /dev/null +++ b/backend/apps/core/api/auth/delete_account_api.py @@ -0,0 +1,53 @@ +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from rest_framework.permissions import IsAuthenticated, AllowAny +from apps.core.permissions import IsEmailVerified +from django.utils import timezone +from django.db import transaction, IntegrityError +from django.contrib.auth.models import User +from apps.core.models import UserAccount, Project, OsiFile +from firebase_admin import auth as firebase_auth +import logging + +logger = logging.getLogger(__name__) + +class DeleteAccountAPIView(APIView): + """ + Endpoint to immediately and permanently delete a user account and all associated data. + """ + permission_classes = [IsAuthenticated, IsEmailVerified] + + def delete(self, request): + user = request.user + uid = user.username # Firebase UID is stored as username + user_email = user.email + + # 1. Delete from Firebase Auth + try: + firebase_auth.delete_user(uid) + logger.info(f"Successfully deleted user {uid} from Firebase Auth.") + except Exception as fe: + logger.warning(f"Firebase delete failed/skipped for {uid}: {fe}") + + # 2. Hard delete user's projects, OSI files, and Django user record + try: + with transaction.atomic(): + if user_email: + Project.objects.filter(user_email=user_email).delete() + OsiFile.objects.filter(owner_email=user_email).delete() + user.delete() + + logger.info(f"Successfully deleted Django user account and all associated data for {user_email} (UID: {uid})") + return Response({ + "success": True, + "message": "Account and all associated data deleted successfully." + }, status=status.HTTP_200_OK) + + except Exception as e: + logger.error(f"Error deleting account: {e}", exc_info=True) + return Response({ + "success": False, + "error": str(e) + }, status=status.HTTP_400_BAD_REQUEST) + diff --git a/backend/apps/core/api/auth/export_data_api.py b/backend/apps/core/api/auth/export_data_api.py new file mode 100644 index 000000000..e237b4d81 --- /dev/null +++ b/backend/apps/core/api/auth/export_data_api.py @@ -0,0 +1,74 @@ +from rest_framework.views import APIView +from rest_framework.permissions import IsAuthenticated +from apps.core.permissions import IsEmailVerified +from django.http import HttpResponse +from django.utils import timezone +from django.core.serializers.json import DjangoJSONEncoder +from apps.core.models import Project, CustomMaterials +import json +import logging + +logger = logging.getLogger(__name__) + +class ExportUserDataAPIView(APIView): + """ + Endpoint for users to bulk export all of their personal data (data portability). + Queries projects and custom materials using optimized values queries and returns them in JSON. + """ + permission_classes = [IsAuthenticated, IsEmailVerified] + + def get(self, request): + user_email = request.user.email + if not user_email: + # Fallback to claim email if auth has it + if hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + if not user_email: + return HttpResponse( + json.dumps({"error": "No email address found for the authenticated user."}), + content_type='application/json', + status=400 + ) + + try: + # 1. Fetch user projects efficiently (skipping heavy model instantiations) + projects = list(Project.objects.filter(user_email=user_email).values( + 'id', 'name', 'module', 'submodule', 'inputs_json', 'outputs_json', 'created_at', 'updated_at' + )) + + # 2. Fetch custom materials + custom_materials = list(CustomMaterials.objects.filter(user=request.user).values( + 'id', 'Grade', 'Yield_Stress_less_than_20', 'Yield_Stress_between_20_and_neg40', + 'Yield_Stress_greater_than_40', 'Ultimate_Tensile_Stress', 'Elongation' + )) + + # 3. Build the export payload + export_payload = { + "exported_at": timezone.now(), + "user": { + "email": user_email, + "username": request.user.username, + }, + "projects": projects, + "custom_materials": custom_materials + } + + # 4. Serialize to JSON using Django's encoder (handles dates/datetimes) + serialized_data = json.dumps(export_payload, cls=DjangoJSONEncoder, indent=2) + + # 5. Build and return the attachment file response + response = HttpResponse(serialized_data, content_type='application/json') + filename = f"osdag_user_data_{user_email.split('@')[0]}.json" + response['Content-Disposition'] = f'attachment; filename="{filename}"' + + logger.info(f"User data exported successfully for: {user_email}") + return response + + except Exception as e: + logger.error(f"Error during user data export for {user_email}: {e}", exc_info=True) + return HttpResponse( + json.dumps({"error": f"Failed to generate data export: {str(e)}"}), + content_type='application/json', + status=500 + ) diff --git a/osdag/web_api/google_sso_api.py b/backend/apps/core/api/auth/google_sso_api.py similarity index 91% rename from osdag/web_api/google_sso_api.py rename to backend/apps/core/api/auth/google_sso_api.py index 24e1d2f61..eb0e0554d 100644 --- a/osdag/web_api/google_sso_api.py +++ b/backend/apps/core/api/auth/google_sso_api.py @@ -11,4 +11,4 @@ def get(self , request): print('APIview under development') - return Response({'message' , 'GoogleSSO under development'} , status = status.HTTP_200_OK) \ No newline at end of file + return Response({'message' , 'GoogleSSO under development'} , status = status.HTTP_200_OK) diff --git a/osdag/web_api/jwt_api.py b/backend/apps/core/api/auth/jwt_api.py similarity index 88% rename from osdag/web_api/jwt_api.py rename to backend/apps/core/api/auth/jwt_api.py index d24639979..64618ade3 100644 --- a/osdag/web_api/jwt_api.py +++ b/backend/apps/core/api/auth/jwt_api.py @@ -6,11 +6,12 @@ from rest_framework.views import APIView from rest_framework.response import Response from rest_framework.permissions import IsAuthenticated +from apps.core.permissions import IsEmailVerified from rest_framework import status class JWTHomeView(APIView) : - permission_classes = (IsAuthenticated,) + permission_classes = (IsEmailVerified,) # add this permission class to authenticate the user for all the views of the project def get(self, request) : diff --git a/backend/apps/core/api/auth/my_data_api.py b/backend/apps/core/api/auth/my_data_api.py new file mode 100644 index 000000000..0e9dabff1 --- /dev/null +++ b/backend/apps/core/api/auth/my_data_api.py @@ -0,0 +1,45 @@ +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from rest_framework.permissions import IsAuthenticated +from apps.core.permissions import IsEmailVerified +from apps.core.models import Project, CustomMaterials +from apps.sections.models import TABLE_TO_USER_MODEL + +class MyDataAPIView(APIView): + """ + Endpoint to retrieve all user personal data (projects, custom materials, custom sections) + to show in the 'My Data' dashboard. + """ + permission_classes = [IsAuthenticated, IsEmailVerified] + + def get(self, request): + user = request.user + user_email = user.email + + # 1. Fetch Projects + projects = list(Project.objects.filter(user_email=user_email).values( + 'id', 'name', 'module', 'submodule', 'created_at', 'updated_at' + )) + + # 2. Fetch Custom Materials + custom_materials = list(CustomMaterials.objects.filter(user=user).values( + 'id', 'Grade', 'Yield_Stress_less_than_20', 'Yield_Stress_between_20_and_neg40', + 'Yield_Stress_greater_than_40', 'Ultimate_Tensile_Stress', 'Elongation' + )) + + # 3. Fetch Custom Sections + custom_sections = [] + for table_name, Model in TABLE_TO_USER_MODEL.items(): + sections_qs = list(Model.objects.filter(user=user).values()) + for item in sections_qs: + item['table'] = table_name + custom_sections.append(item) + + + return Response({ + "success": True, + "projects": projects, + "custom_materials": custom_materials, + "custom_sections": custom_sections + }, status=status.HTTP_200_OK) diff --git a/backend/apps/core/api/auth/user_view.py b/backend/apps/core/api/auth/user_view.py new file mode 100644 index 000000000..048f4800b --- /dev/null +++ b/backend/apps/core/api/auth/user_view.py @@ -0,0 +1,59 @@ +# DRF imports +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from rest_framework.parsers import JSONParser +from rest_framework.permissions import IsAuthenticated + +# importing Django models +from apps.core.models import UserAccount + +# importing exceptions +from django.core.exceptions import ObjectDoesNotExist + +# django imports +from django.conf import settings +from django.core.files.storage import default_storage +from django.http import FileResponse, JsonResponse + +# importing serializers +from apps.core.serializers import UserAccount_Serializer, OsiFileSerializer +from apps.core.models import OsiFile + +# other imports +from django.contrib.auth.models import User +import os +import uuid +import base64 + + +# obtain the attributes +SECRET_ROOT = getattr(settings, 'SECRET_ROOT' , "") + + +def convert_to_32_bytes(input_string) : + input_bytes = input_string.encode('utf-8') + padded_bytes = input_bytes.ljust(32, b'\x00') + + return padded_bytes + +class SaveInputFileView(APIView) : + def post(self, request) : + print('inside the saveinput file view post') + + # New implementation: accept multipart upload of .osi file and store via OsiFile model + try: + uploaded_file = request.FILES.get('file') + if not uploaded_file: + return Response({'message': 'No file provided under field "file"'}, status=status.HTTP_400_BAD_REQUEST) + + serializer = OsiFileSerializer(data={'file': uploaded_file}) + if serializer.is_valid(): + osifile = serializer.save() + file_url = osifile.file.url + return Response({'message': 'File stored successfully', 'url': file_url, 'id': osifile.id}, status=status.HTTP_201_CREATED) + else: + return Response({'message': 'Invalid file upload', 'errors': serializer.errors}, status=status.HTTP_400_BAD_REQUEST) + except Exception as e: + print('Error saving OSI file via OsiFile model: ', e) + return Response({'message': 'Failed to store the file'}, status=status.HTTP_400_BAD_REQUEST) diff --git a/backend/apps/core/api/cad/__init__.py b/backend/apps/core/api/cad/__init__.py new file mode 100644 index 000000000..16b2ed3b8 --- /dev/null +++ b/backend/apps/core/api/cad/__init__.py @@ -0,0 +1,11 @@ +""" +CAD Model APIs +""" +from .cad_model_api import CADGeneration +from .cad_model_download import CADDownload +from .cad_model_export import CADExport + +__all__ = [ + 'CADGeneration', 'CADDownload', 'CADExport', +] + diff --git a/backend/apps/core/api/cad/cad_model_api.py b/backend/apps/core/api/cad/cad_model_api.py new file mode 100644 index 000000000..5f03d53cb --- /dev/null +++ b/backend/apps/core/api/cad/cad_model_api.py @@ -0,0 +1,307 @@ +""" + This file includes the CAD Model Generation and CAD Conversion API + Update input values in database. + CAD Model API (class CADGeneration(View)): + Accepts GET requests. + Saves obj file as output in frontend/public/output-obj.obj + Returns ouput dir name as content_type text/plain. + Request must provide session cookie id. +""" +from django.http import HttpResponse, JsonResponse, HttpRequest +from django.views import View +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator +from apps.core.module_finder import developed_modules, get_module_api +import shutil +import json +import os +import subprocess +from io import BytesIO + +# rest_framework +from rest_framework import status +from rest_framework.response import Response +from .cad_module_aliases import resolve_module_id + +@method_decorator(csrf_exempt, name='dispatch') +class CADGeneration(View): + """ + CAD Model API (class CADGeneration(View)): + Accepts POST requests with input data and module information. + Generates CAD models directly from input data without requiring sessions. + """ + + def post(self, request: HttpRequest): + try: + # Parse JSON request body + import json + request_data = json.loads(request.body) + + # Get module information and input values from request + module_id = request_data.get('module_id') + input_values = request_data.get('input_values') + + if not module_id: + return JsonResponse({"status": "error", "message": "module_id is required"}, status=400) + + if not input_values: + return JsonResponse({"status": "error", "message": "input_values are required"}, status=400) + + # Normalize hyphenated ids to backend ids + resolved_module_id = resolve_module_id(module_id) + + # Get module API + module_api = get_module_api(resolved_module_id) + + # Determine session type from resolved module id + module_type_mapping = { + "FinPlateConnection": "FinPlateConnection", + "CleatAngleConnection": "CleatAngle", + "HeaderPlateConnection": "HeaderPlate", + "SeatedAngleConnection": "SeatedAngleConnection", + "Cover-Plate-Bolted-Connection": "CoverPlateBolted", + "Beam-Beam-End-Plate-Connection": "BeamBeamEndPlate", + "Cover-Plate-Welded-Connection": "CoverPlateWelded", + "Beam-to-Column-End-Plate-Connection": "BeamToColumnEndPlate", + "ColumnCoverPlateBolted": "ColumnCoverPlateBolted", + "Column-to-Column-Cover-Plate-Welded-Connection": "ColumnCoverPlateWelded", + "Column-to-Column-End-Plate-Connection": "ColumnEndPlate", + "Tension-Member-Bolted-Design": "TensionMember", + "Tension-Member-Welded-Design": "TensionMember", + "ButtJointWelded": "ButtJointWelded", + "ButtJointBolted": "ButtJointBolted", + "LapJointWelded": "LapJointWelded", + "LapJointBolted": "LapJointBolted", + } + print("module_type_mapping: ", module_type_mapping) + print("resolved_module_id: ", resolved_module_id) + session_type = module_type_mapping.get(resolved_module_id) + if not session_type: + return JsonResponse({"status": "error", "message": f"Unknown module type: {module_id}"}, status=400) + + except json.JSONDecodeError: + return JsonResponse({"status": "error", "message": "Invalid JSON in request body"}, status=400) + except Exception as e: + return JsonResponse({"status": "error", "message": f"Error parsing request: {str(e)}"}, status=500) + + # Directory setup + current_dir = os.path.dirname(os.path.abspath(__file__)) + # repo_root points to project root (.../Osdag-web) + repo_root = os.path.abspath(os.path.join(current_dir, "../../../../../")) + backend_root = os.path.join(repo_root, "backend") + + # Determine sections based on the session type and what each backend module expects + if session_type == "FinPlateConnection": + sections = ["Model", "Beam", "Column", "Plate", "Bolt", "Weld"] + elif session_type == "CleatAngle": + sections = ["Model", "Beam", "Column", "cleatAngle", "Bolt", "Weld"] + elif session_type == "EndPlate": + sections = ["Model", "Beam", "Column", "Plate", "Bolt", "Weld"] + elif session_type == "SeatedAngleConnection": + sections = ["Model", "Beam", "Column", "SeatedAngle", "Bolt", "Weld"] + elif session_type == "CoverPlateBolted": + sections = ["Model", "Beam", "CoverPlate", "Bolt"] + elif session_type == "BeamBeamEndPlate": + sections = ["Model", "Beam", "Connector", "Bolt", "Weld"] + elif session_type == "CoverPlateWelded": + sections = ["Model", "Beam", "Connector", "Weld"] + elif session_type == "BeamToColumnEndPlate": + sections = ["Model", "Beam", "Column", "Connector", "Bolt", "Weld"] + elif session_type == "ColumnCoverPlateBolted": + sections = ["Model", "Column", "CoverPlate", "Bolt"] + elif session_type == "ColumnCoverPlateWelded": + sections = ["Model", "Column", "CoverPlate", "Weld"] + elif session_type == "ColumnEndPlate": + sections = ["Model", "Column", "Connector", "Bolt", "Weld"] + elif session_type == "TensionMember": + sections = ["Model", "Member", "Plate", "Endplate"] + elif session_type in ("ButtJointWelded", "ButtJointBolted", "LapJointWelded", "LapJointBolted"): + sections = ["Model", "Column", "Plate"] + else: + return JsonResponse({"status": "error", "message": "Unknown module type"}, status=400) + + print(f"[cadissue] cad_model_api: module_id={module_id}, session_type={session_type}, sections={sections}") + + # initialize the empty dictionary to hold model data and collect errors + output_files = {} + error_details = [] + print("Design sections: ", sections) + + # Generate a unique session identifier for this CAD generation + import uuid + session_id = str(uuid.uuid4()) + + for section in sections: + print(f"[cadissue] Generating section: {section}") + try: + if not hasattr(module_api, 'create_cad_model'): + error_details.append({"section": section, "error": "create_cad_model not implemented"}) + continue + print(f"[cad_model_api] Calling create_cad_model for section '{section}' with session_id={session_id}") + path = module_api.create_cad_model(input_values, section, session_id) + + if not path: + print(f'[cad_model_api] Error generating {section}: create_cad_model() returned None or empty string') + continue # Skip to the next section + + print(f'[cad_model_api] {section} generated successfully, returned path: {path}') + print(f"[cadissue] create_cad_model returned path for section={section}: {path}") + + # Resolve returned path. Modules typically return "file_storage/..." + base_root = repo_root + if os.path.isabs(path): + path_to_file = path + else: + # Prefer project root; fall back to backend root (where CAD generators write) + path_repo_root = os.path.join(repo_root, path) + path_backend_root = os.path.join(backend_root, path) + if os.path.exists(path_repo_root): + path_to_file = path_repo_root + elif os.path.exists(path_backend_root): + path_to_file = path_backend_root + base_root = backend_root + else: + # Default to repo root for error reporting + path_to_file = path_repo_root + print(f"[cad_model_api] Resolved path for section '{section}': {path_to_file} (base_root={base_root})") + print(f"[cadissue] Path resolution for section={section}: {path_to_file}, exists={os.path.exists(path_to_file)}") + if not os.path.exists(path_to_file): + msg = f'Generated file for {section} does not exist at: {path_to_file}' + print(msg) + error_details.append({"section": section, "error": msg}) + continue + + stl_path = path_to_file.replace(".brep", ".stl") + print(f"[cadissue] Looking for STL for section={section} at: {stl_path}") + import base64 + try: + if os.path.exists(stl_path): + print(f"[cad_model_api] Using STL for section '{section}': {stl_path}") + with open(stl_path, "rb") as f: + b64 = base64.b64encode(f.read()).decode("ascii") + output_files[section] = f"data:application/octet-stream;base64,{b64}" + print(f"[cad_model_api] Loaded STL for {section}") + print(f"[cadissue] Stored STL entry for section={section}") + else: + print(f"[cad_model_api] STL missing for section '{section}', falling back to BREP: {path_to_file}") + with open(path_to_file, "rb") as f: + b64 = base64.b64encode(f.read()).decode("ascii") + output_files[section] = f"data:application/octet-stream;base64,{b64}" + print(f"[cad_model_api] Loaded BREP for {section}") + print(f"[cadissue] Stored BREP entry for section={section}") + + # If this is the merged Model, also try to include per-part STLs from manifest + if section == "Model": + try: + manifest_path = path_to_file.replace(".brep", ".parts.json") + if os.path.exists(manifest_path): + print(f"[cad_model_api] Found manifest at {manifest_path}") + import json as _json + with open(manifest_path, "r", encoding="utf-8") as mf: + manifest = _json.load(mf) + parts = manifest.get("parts", []) + print(f"[cad_model_api] Manifest parts count: {len(parts)}") + for entry in parts: + name = entry.get("name") + stl_rel = entry.get("stlPath") + brep_rel = entry.get("brepPath") + if not name: + continue + # Prefer STL + part_file_abs = None + part_base_roots = [base_root, repo_root] + if stl_rel: + for root in part_base_roots: + candidate = os.path.join(root, stl_rel) + if os.path.exists(candidate): + part_file_abs = candidate + print(f"[cad_model_api] Part '{name}' using STL {candidate}") + break + if not part_file_abs and brep_rel: + for root in part_base_roots: + candidate = os.path.join(root, brep_rel) + if os.path.exists(candidate): + part_file_abs = candidate + print(f"[cad_model_api] Part '{name}' using BREP {candidate}") + break + if part_file_abs: + # Prefer manifest part files for accuracy, even if section already populated + with open(part_file_abs, "rb") as pf: + b64p = base64.b64encode(pf.read()).decode("ascii") + output_files[name] = f"data:application/octet-stream;base64,{b64p}" + print(f"[cad_model_api] Loaded part {name} from manifest (overrides section if existed)") + except Exception as me: + print(f"Failed to load parts from manifest: {me}") + except Exception as e: + print(f"Failed reading model file for {section}: {e}") + error_details.append({"section": section, "error": f"Failed reading file: {str(e)}"}) + continue + + except Exception as e: + print(f"Exception while generating {section}: {e}") + error_details.append({"section": section, "error": str(e)}) + + print(f"[cad_model_api] Final output_files keys: {list(output_files.keys())}") + print(f"[cadissue] Final output_files keys: {list(output_files.keys())}") + + if not output_files: + # Unprocessable due to inputs or environment; include details to aid debugging + return JsonResponse({"status": "error", "message": "No CAD models were generated.", "errors": error_details}, status=422) + + # Build hover_dict if possible using module APIs (e.g., FinPlateConnection) + # hover_dict is populated in output_details() which is called from output_values() + hover_dict = {} + try: + if hasattr(module_api, 'create_from_input') and callable(module_api.create_from_input): + mdl = module_api.create_from_input(input_values) + + # Call output_values() to populate hover_dict (output_details is called internally) + # This ensures hover_dict is populated before we try to access it + if hasattr(mdl, 'output_values') and callable(mdl.output_values): + try: + # Call output_values with flag=True to populate hover_dict + mdl.output_values(True) + print(f"[cad_model_api] Called output_values(), hover_dict populated: {getattr(mdl, 'hover_dict', None)}") + except Exception as output_err: + print(f"[cad_model_api] Error calling output_values(): {output_err}") + import traceback + traceback.print_exc() + + # Now get hover_dict after it's been populated + cand = getattr(mdl, 'hover_dict', None) + if isinstance(cand, dict) and len(cand) > 0: + hover_dict = cand + print(f"[cad_model_api] Retrieved hover_dict: {hover_dict}") + else: + print(f"[cad_model_api] hover_dict is empty or not a dict: {cand}") + # Minimal fallback for Bolt info when detailed dict is not available + bolt_grade = None + bolt_dia = None + try: + grades = input_values.get('Bolt.Grade') or [] + dias = input_values.get('Bolt.Diameter') or [] + if isinstance(grades, list) and grades: + bolt_grade = grades[-1] + if isinstance(dias, list) and dias: + bolt_dia = dias[-1] + except Exception: + pass + if bolt_grade or bolt_dia: + parts = [] + if bolt_grade: + parts.append(f"Grade: {bolt_grade}") + if bolt_dia: + parts.append(f"Diameter: {bolt_dia} mm") + hover_dict['Bolt'] = ' '.join(parts) + except Exception as _e: + # Log the error but don't fail the request + print(f"[cad_model_api] Error building hover_dict: {_e}") + import traceback + traceback.print_exc() + return JsonResponse({ + "status": "success", + "files": output_files, + "message": "CAD models generated successfully", + "warnings": error_details, # include any partial failures + "hover_dict": hover_dict + }, status=201) diff --git a/backend/apps/core/api/cad/cad_model_download.py b/backend/apps/core/api/cad/cad_model_download.py new file mode 100644 index 000000000..6c860e5be --- /dev/null +++ b/backend/apps/core/api/cad/cad_model_download.py @@ -0,0 +1,44 @@ +from rest_framework.views import APIView +from rest_framework.parsers import JSONParser +from django.http import FileResponse, JsonResponse +import os +import uuid + +class CADDownload(APIView): + def post(self, request): + try: + # Parse format, section, and request_id from JSON body + # data = JSONParser().parse(request) + data = request.data + format_type = data.get('format') + section = data.get('section') + request_id = data.get('request_id') # Use request_id instead of session + + # If no request_id provided, generate a unique one for this request + if not request_id: + request_id = str(uuid.uuid4()) + + if not format_type or not section: + return JsonResponse({"status": "error", "message": "Missing required parameters."}, status=400) + + allowed_formats = ["obj", "brep", "step", "iges"] + if format_type.lower() not in allowed_formats: + return JsonResponse({"status": "error", "message": "Invalid format type requested."}, status=400) + + # Path setup + if format_type == "obj": + file_path = os.path.join("frontend", "public", f"output-{section.lower()}.obj") + else: + file_path = os.path.join("file_storage", "cad_models", f"{request_id}_{section}.{format_type.lower()}") + + if not os.path.exists(file_path): + return JsonResponse({"status": "error", "message": f"{format_type.upper()} file does not exist."}, status=404) + + # Serve file + response = FileResponse(open(file_path, 'rb'), content_type='application/octet-stream') + response['Content-Disposition'] = f'attachment; filename="{request_id}_{section}.{format_type}"' + return response + + except Exception as e: + print(f"Download CAD error: {e}") + return JsonResponse({"status": "error", "message": "Internal server error"}, status=500) diff --git a/backend/apps/core/api/cad/cad_model_export.py b/backend/apps/core/api/cad/cad_model_export.py new file mode 100644 index 000000000..1103f545e --- /dev/null +++ b/backend/apps/core/api/cad/cad_model_export.py @@ -0,0 +1,167 @@ +""" +On-demand CAD export endpoint. + +This regenerates the merged CAD shape from `input_values` in the module adapter and +exports the requested format (step/iges/brep/stl/ifc). IFC is produced in this view +from the generated BREP via `cad_export.export_ifc` (IfcOpenShell mesh). +""" + +import json +import logging +import os +import uuid +from typing import Any, Dict, Optional + +logger = logging.getLogger(__name__) + +from django.http import FileResponse, JsonResponse, HttpRequest +from django.views import View +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator + +from apps.core.module_finder import get_module_api +from .cad_module_aliases import resolve_module_id + + +def _resolve_file_path(path: str, repo_root: str, backend_root: str) -> str: + """Resolve a relative or absolute file path to an absolute path.""" + if os.path.isabs(path): + return path + + candidate_repo = os.path.join(repo_root, path) + if os.path.exists(candidate_repo): + return candidate_repo + + candidate_backend = os.path.join(backend_root, path) + if os.path.exists(candidate_backend): + return candidate_backend + + return candidate_repo + + +@method_decorator(csrf_exempt, name="dispatch") +class CADExport(View): + """ + POST /api/design/exportCad + + Body: + { + "module_id": "...", + "input_values": {...}, + "section": "Model" (optional), + "format": "step" | "iges" | "brep" | "stl" | "ifc" + } + """ + + def post(self, request: HttpRequest): + try: + request_data = json.loads(request.body) + except Exception: + return JsonResponse({"status": "error", "message": "Invalid JSON body"}, status=400) + + module_id = request_data.get("module_id") + input_values = request_data.get("input_values") or request_data.get("inputs") + section = request_data.get("section") or "Model" + format_type = (request_data.get("format") or "").lower() + + if not module_id: + return JsonResponse({"status": "error", "message": "module_id is required"}, status=400) + if not input_values: + return JsonResponse({"status": "error", "message": "input_values are required"}, status=400) + if not format_type: + return JsonResponse({"status": "error", "message": "format is required"}, status=400) + if format_type not in ("step", "iges", "brep", "stl", "ifc"): + return JsonResponse({"status": "error", "message": "Invalid format type requested"}, status=400) + + resolved_module_id = resolve_module_id(module_id) + + # Resolve repo/back roots for file path handling + current_dir = os.path.dirname(os.path.abspath(__file__)) + repo_root = os.path.abspath(os.path.join(current_dir, "../../../../../")) + backend_root = os.path.join(repo_root, "backend") + + session_id = str(uuid.uuid4()) + + module_api = get_module_api(resolved_module_id) + + export_formats = [format_type] + + # Call adapter to regenerate CAD and export requested format. + # Adapter is expected to still write a merged brep and return its path. + try: + brep_path = module_api.create_cad_model(input_values, section, session_id, export_formats=export_formats) + except TypeError: + brep_path = module_api.create_cad_model(input_values, section, session_id) + + if not brep_path: + return JsonResponse( + {"status": "error", "message": "CAD export failed: adapter returned empty brep_path"}, + status=422, + ) + + brep_abs = _resolve_file_path(brep_path, repo_root, backend_root) + + # Derive output path even if adapter returns non-brep (some adapters prefer STL/STEP). + def _swap_ext(abs_path: str, new_ext: str) -> str: + for ext in (".brep", ".stl", ".step", ".iges", ".ifc"): + if abs_path.lower().endswith(ext): + return abs_path[: -len(ext)] + new_ext + # Fallback: attempt brep replace + if ".brep" in abs_path: + return abs_path.replace(".brep", new_ext) + return abs_path + + if format_type == "ifc": + from apps.core.utils.cad_export import export_ifc + from apps.core.utils.report_image_generator import read_brep_file + + out_abs_path = os.path.normpath(_swap_ext(brep_abs, ".ifc")) + try: + shape = read_brep_file(brep_abs) + export_ifc(shape, out_abs_path) + except Exception as e: + logger.exception( + "IFC export failed (module_id=%s, brep=%s, out=%s)", + module_id, + brep_abs, + out_abs_path, + ) + return JsonResponse( + {"status": "error", "message": f"IFC export failed: {e!s}"}, + status=500, + ) + elif format_type == "brep": + out_abs_path = _swap_ext(brep_abs, ".brep") + elif format_type == "stl": + out_abs_path = _swap_ext(brep_abs, ".stl") + elif format_type == "step": + out_abs_path = _swap_ext(brep_abs, ".step") + elif format_type == "iges": + out_abs_path = _swap_ext(brep_abs, ".iges") + else: + out_abs_path = _swap_ext(brep_abs, f".{format_type}") + + if not os.path.exists(out_abs_path): + return JsonResponse( + { + "status": "error", + "message": f"{format_type.upper()} file does not exist.", + "expected_path": out_abs_path, + }, + status=404, + ) + + # Read into memory then delete - zero disk accumulation for on-demand exports + from io import BytesIO + with open(out_abs_path, "rb") as f: + file_bytes = f.read() + try: + os.remove(out_abs_path) + logger.info(f"[CADExport] Deleted temp file: {out_abs_path}") + except Exception as e: + logger.warning(f"[CADExport] Could not delete temp file {out_abs_path}: {e}") + + response = FileResponse(BytesIO(file_bytes), content_type="application/octet-stream") + response["Content-Disposition"] = f'attachment; filename="{session_id}_{section}.{format_type}"' + return response + diff --git a/backend/apps/core/api/cad/cad_module_aliases.py b/backend/apps/core/api/cad/cad_module_aliases.py new file mode 100644 index 000000000..9bccccd84 --- /dev/null +++ b/backend/apps/core/api/cad/cad_module_aliases.py @@ -0,0 +1,56 @@ +""" +Module id alias resolution shared by CAD generation/export endpoints. + +Both `cad_model_api.py` and `cad_model_export.py` need to normalize frontend module +slugs/hyphenated ids to the backend `MODULE_ID`s used by `get_module_api()`. +""" + +from typing import Dict + + +MODULE_ALIASES: Dict[str, str] = { + # legacy hyphenated + "ButtJointWelded": "ButtJointWelded", + "ButtJointBolted": "ButtJointBolted", + "LapJointWelded": "LapJointWelded", + "LapJointBolted": "LapJointBolted", + "Beam-to-Beam-Cover-Plate-Bolted-Connection": "Cover-Plate-Bolted-Connection", + "Beam-to-Beam-Cover-Plate-Welded-Connection": "Cover-Plate-Welded-Connection", + "Beam-Beam-End-Plate-Connection": "Beam-Beam-End-Plate-Connection", + "Beam-to-Column-End-Plate-Connection": "Beam-to-Column-End-Plate-Connection", + "Column-to-Column-Cover-Plate-Bolted-Connection": "ColumnCoverPlateBolted", + "Column-to-Column-Cover-Plate-Welded-Connection": "Column-to-Column-Cover-Plate-Welded-Connection", + "Column-to-Column-End-Plate-Connection": "Column-to-Column-End-Plate-Connection", + # slug forms + "butt-joint-welded": "ButtJointWelded", + "butt-joint-bolted": "ButtJointBolted", + "lap-joint-welded": "LapJointWelded", + "lap-joint-bolted": "LapJointBolted", + # shear slugs + "shear-connection/fin-plate": "FinPlateConnection", + "shear-connection/cleat-angle": "CleatAngleConnection", + "shear-connection/header-plate": "HeaderPlateConnection", + "shear-connection/seated-angle": "SeatedAngleConnection", + # moment slugs + "moment-connection/beam-beam-cover-plate-bolted": "Cover-Plate-Bolted-Connection", + "moment-connection/beam-beam-cover-plate-welded": "Cover-Plate-Welded-Connection", + "moment-connection/beam-beam-end-plate": "Beam-Beam-End-Plate-Connection", + "moment-connection/beam-column-end-plate": "Beam-to-Column-End-Plate-Connection", + "moment-connection/column-column-cover-plate-bolted": "ColumnCoverPlateBolted", + "moment-connection/column-column-cover-plate-welded": "Column-to-Column-Cover-Plate-Welded-Connection", + "moment-connection/column-column-end-plate": "Column-to-Column-End-Plate-Connection", + # moment keys + "CoverPlateBolted": "Cover-Plate-Bolted-Connection", + "CoverPlateWelded": "Cover-Plate-Welded-Connection", + "BeamBeamEndPlate": "Beam-Beam-End-Plate-Connection", + "BeamColumnEndPlate": "Beam-to-Column-End-Plate-Connection", + "CCCoverPlateBolted": "ColumnCoverPlateBolted", + "CCCoverPlateWelded": "Column-to-Column-Cover-Plate-Welded-Connection", + "CCEndPlate": "Column-to-Column-End-Plate-Connection", +} + + +def resolve_module_id(module_id: str) -> str: + """Return normalized module id for backend lookup.""" + return MODULE_ALIASES.get(module_id, module_id) + diff --git a/backend/apps/core/api/design/__init__.py b/backend/apps/core/api/design/__init__.py new file mode 100644 index 000000000..52976d223 --- /dev/null +++ b/backend/apps/core/api/design/__init__.py @@ -0,0 +1,15 @@ +""" +Design & Reporting APIs +""" +from .design_pref_api import DesignPreference +from .material_api import MaterialDetails +from .design_pref_sync_api import DesignPreferenceSync +from .design_pref_defaults_api import DesignPreferenceDefaults +from .design_report_pdf_view import CompanyLogoView, CreateDesignReport +from .report_customization_api import ParseReportSections, CustomizeReport + +__all__ = [ + 'DesignPreference', 'DesignPreferenceSync', 'DesignPreferenceDefaults', 'MaterialDetails', 'CompanyLogoView', + 'CreateDesignReport', + 'ParseReportSections', 'CustomizeReport', +] diff --git a/backend/apps/core/api/design/design_pref_api.py b/backend/apps/core/api/design/design_pref_api.py new file mode 100644 index 000000000..ecf1ee324 --- /dev/null +++ b/backend/apps/core/api/design/design_pref_api.py @@ -0,0 +1,46 @@ +from rest_framework.permissions import AllowAny +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from apps.core.models import Beams, Columns, Material, Angles, Channels + + +class DesignPreference(APIView): + permission_classes = [AllowAny] + + def get(self, request): + supported_section = request.GET.get("supported_section") + supporting_section = request.GET.get("supporting_section") + connectivity = request.GET.get("connectivity") + material = request.GET.get("material") + section_type = request.GET.get("section_type") + # Session validation removed - now stateless + + connector_material_details = [] + if material: + connector_material_details = Material.objects.filter(Grade=material).values() + return Response({"connector_material_details": connector_material_details }, status=status.HTTP_200_OK) + + if section_type: + model_map = { + "angles": Angles.objects, + "channels": Channels.objects, + "columns": Columns.objects, + "beams": Beams.objects, + } + target_model = model_map.get(section_type.lower()) + if target_model: + supported_section_results = target_model.filter(Designation=supported_section).values() + return Response({"supported_section_results": supported_section_results}, status=status.HTTP_200_OK) + + if connectivity == 'Beam-Beam': + supported_section_results = Beams.objects.filter(Designation=supported_section).values() + supporting_section_results = Beams.objects.filter(Designation=supporting_section).values() + elif not connectivity: + supported_section_results = Beams.objects.filter(Designation=supported_section).values() + return Response({"supported_section_results": supported_section_results}, status=status.HTTP_200_OK) + else : + supported_section_results = Beams.objects.filter(Designation=supported_section).values() + supporting_section_results = Columns.objects.filter(Designation=supporting_section).values() + + return Response({"supported_section_results": supported_section_results, "supporting_section_results":supporting_section_results}, status=status.HTTP_200_OK) diff --git a/backend/apps/core/api/design/design_pref_defaults_api.py b/backend/apps/core/api/design/design_pref_defaults_api.py new file mode 100644 index 000000000..e8c1d9a6c --- /dev/null +++ b/backend/apps/core/api/design/design_pref_defaults_api.py @@ -0,0 +1,54 @@ +""" +POST /api/design-preferences/defaults/ + +Resolve Additional Inputs defaults from current module + dock inputs. +""" +from apps.core.permissions import IsEmailVerifiedIfAuthenticated +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status + +from apps.core.models import Material, Beams, Columns, Angles, Channels +from apps.core.api.design.sync_merge import build_design_pref_defaults + + +class DesignPreferenceDefaults(APIView): + permission_classes = [IsEmailVerifiedIfAuthenticated] + + def post(self, request): + body = request.data if isinstance(request.data, dict) else {} + module_session_name = body.get("module_session_name") or body.get("module") or "" + inputs = body.get("inputs") or {} + if not module_session_name: + return Response( + {"error": "module_session_name is required"}, + status=status.HTTP_400_BAD_REQUEST, + ) + + try: + default_pref_inputs, metadata, material_details, section_details = build_design_pref_defaults( + module_session_name=module_session_name, + inputs=inputs, + material_model=Material.objects, + beams_model=Beams.objects, + columns_model=Columns.objects, + angles_model=Angles.objects, + channels_model=Channels.objects, + ) + except Exception as exc: + return Response( + {"error": str(exc), "success": False}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR, + ) + + return Response( + { + "success": True, + "default_pref_inputs": default_pref_inputs, + "metadata": metadata, + "material_details": material_details, + "section_details": section_details, + "version": 1, + }, + status=status.HTTP_200_OK, + ) diff --git a/backend/apps/core/api/design/design_pref_sync_api.py b/backend/apps/core/api/design/design_pref_sync_api.py new file mode 100644 index 000000000..d0350607c --- /dev/null +++ b/backend/apps/core/api/design/design_pref_sync_api.py @@ -0,0 +1,63 @@ +""" +POST /api/design-preferences/sync/ + +Design preference sync for web. +""" +from apps.core.permissions import IsEmailVerifiedIfAuthenticated +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status + +from apps.core.models import Material, Beams, Columns, Angles, Channels +from apps.core.api.design.sync_merge import merge_design_pref_sync, VALID_OPERATIONS + + +class DesignPreferenceSync(APIView): + permission_classes = [IsEmailVerifiedIfAuthenticated] + + def post(self, request): + body = request.data if isinstance(request.data, dict) else {} + module_session_name = body.get("module_session_name") or body.get("module") or "" + inputs = body.get("inputs") or {} + design_pref_draft = body.get("design_pref_draft") + operation = (body.get("operation") or "open").strip().lower() + if operation not in VALID_OPERATIONS: + return Response( + {"error": "Invalid operation", "valid": list(VALID_OPERATIONS)}, + status=status.HTTP_400_BAD_REQUEST, + ) + if not module_session_name: + return Response( + {"error": "module_session_name is required"}, + status=status.HTTP_400_BAD_REQUEST, + ) + + try: + resolved_inputs, meta, material_details, section_details = merge_design_pref_sync( + module_session_name=module_session_name, + inputs=inputs, + operation=operation, + design_pref_draft=design_pref_draft, + material_model=Material.objects, + beams_model=Beams.objects, + columns_model=Columns.objects, + angles_model=Angles.objects, + channels_model=Channels.objects, + ) + except Exception as e: + return Response( + {"error": str(e), "success": False}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR, + ) + + return Response( + { + "success": True, + "resolved_inputs": resolved_inputs, + "metadata": meta, + "material_details": material_details, + "section_details": section_details, + "version": 1, + }, + status=status.HTTP_200_OK, + ) diff --git a/backend/apps/core/api/design/design_report_pdf_view.py b/backend/apps/core/api/design/design_report_pdf_view.py new file mode 100644 index 000000000..d97399a34 --- /dev/null +++ b/backend/apps/core/api/design/design_report_pdf_view.py @@ -0,0 +1,282 @@ +from rest_framework.response import Response +from rest_framework import status +from rest_framework.views import APIView +from apps.core.permissions import IsEmailVerifiedIfAuthenticated +from django.utils.crypto import get_random_string +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator +from rest_framework.parsers import MultiPartParser, FormParser +import logging +import os +import time +import uuid +import re +import base64 +from apps.core.registry import BaseModuleRegistry + +logger = logging.getLogger(__name__) + + +def filter_latex_content(latex_content: str, selected_sections): + if not selected_sections or not isinstance(selected_sections, (list, tuple)): + return latex_content + + lines = latex_content.split('\n') + filtered_lines = [] + current_section = None + current_subsection = None + include_content = True + section_started = False + + for line in lines: + section_match = re.search(r'\\section\{([^}]+)\}', line) + if section_match: + current_section = section_match.group(1).strip() + current_subsection = None + section_started = True + include_content = ( + current_section in selected_sections or + any(sel.startswith(f"{current_section}/") for sel in selected_sections) + ) + + subsection_match = re.search(r'\\subsection\{([^}]+)\}', line) + if subsection_match and current_section: + current_subsection = subsection_match.group(1).strip() + subsection_key = f"{current_section}/{current_subsection}" + include_content = ( + current_section in selected_sections or + subsection_key in selected_sections + ) + + if ( + include_content or + not section_started or + line.startswith('\\documentclass') or + line.startswith('\\usepackage') or + line.startswith('\\title') or + line.startswith('\\author') or + line.startswith('\\date') or + line.startswith('\\begin{document}') or + line.startswith('\\maketitle') or + line.startswith('\\end{document}') + ): + filtered_lines.append(line) + + return '\n'.join(filtered_lines) + + +@method_decorator(csrf_exempt, name='dispatch') +class CreateDesignReport(APIView): + permission_classes = [IsEmailVerifiedIfAuthenticated] + + def dispatch(self, request, *args, **kwargs): + try: + return super().dispatch(request, *args, **kwargs) + except Exception: + raise + + def post(self, request): + metadata = request.data.get('metadata') + module_id = request.data.get('module_id') + input_values = request.data.get('input_values') + design_status = request.data.get('design_status', True) + logs = request.data.get('logs', []) + sections = request.data.get('sections') + customization = request.data.get('customization') + images = request.data.get('images') or {} + + metadata_entry = BaseModuleRegistry.get_metadata_by_module_id(module_id) + if not metadata_entry or not metadata_entry.get('adapter_func'): + return Response({"error": f"Invalid or unsupported module_id: {module_id}"}, status=status.HTTP_400_BAD_REQUEST) + + if not input_values: + return Response({"error": "Missing input_values"}, status=status.HTTP_400_BAD_REQUEST) + + create_module_func = metadata_entry['adapter_func'] + + current_directory = os.getcwd() + report_id = get_random_string(length=16) + report_root = os.path.join(os.getcwd(), "file_storage", "design_report", report_id) + os.makedirs(report_root, exist_ok=True) + file_path = os.path.join(report_root, report_id) + + if metadata is None or metadata == '': + metadata_profile = { + "CompanyName": "Your Company", + "CompanyLogo": "", + "Group/TeamName": "Your Team", + "Designer": "You" + } + metadata_other = { + "ProjectTitle": "Osdag", + "Subtitle": "", + "JobNumber": "1", + "AdditionalComments": "No Comments", + "Client": "Someone else", + } + metadata_final = { + "ProfileSummary": metadata_profile, + "filename": file_path, + } + for key in metadata_other.keys(): + metadata_final[key] = metadata_other[key] + else: + metadata_final = metadata + metadata_final['filename'] = file_path + + metadata_final['does_design_exist'] = design_status + if logs and isinstance(logs, list): + logger_string = '\n'.join([f"{log.get('timestamp', '')} - {log.get('type', 'INFO')} - {log.get('message', '')}" for log in logs]) + else: + logger_string = "No logs available" + metadata_final['logger_messages'] = logger_string + + if sections: + metadata_final['selected_sections'] = sections + if customization: + metadata_final['customization'] = customization + + os.makedirs(os.path.join(os.getcwd(), "file_storage", "design_report"), exist_ok=True) + + try: + module = create_module_func(input_values) + except Exception: + import traceback + traceback.print_exc() + raise + + try: + raw_logs = metadata_final.get('logs') + if isinstance(raw_logs, list): + normalized_lines = [] + for log in raw_logs: + if isinstance(log, dict): + ts = log.get('timestamp', '') + lvl = log.get('type', 'INFO') + msg = log.get('message', '') + normalized_lines.append(f"{ts} - {lvl} - {msg}") + else: + normalized_lines.append(str(log)) + metadata_final['logs'] = "\n".join(normalized_lines) + + if isinstance(metadata_final.get('logger_messages'), list): + metadata_final['logger_messages'] = "\n".join( + str(x) for x in metadata_final['logger_messages'] + ) + except Exception: + pass + + from osdag_core.Common import KEY_DISP_FINPLATE, KEY_DISP_HEADERPLATE + + if hasattr(module, 'module'): + if module.module == 'FinPlateConnection' and module_id == 'FinPlateConnection': + module.module = KEY_DISP_FINPLATE + elif module.module == 'HeaderPlateConnection' and module_id == 'HeaderPlateConnection': + module.module = KEY_DISP_HEADERPLATE + + try: + if not getattr(module, 'design_status', False): + try: + _ = module.output_values(True) + except Exception: + pass + except Exception: + pass + + report_base_dir = os.path.dirname(file_path) + image_base_dir = os.path.join(report_base_dir, "ResourceFiles", "images") + try: + if isinstance(images, dict) and images: + os.makedirs(image_base_dir, exist_ok=True) + filename_map = { + "iso": "3d.png", + "3d": "3d.png", + "front": "front.png", + "side": "side.png", + "top": "top.png", + } + + for key, data_url in images.items(): + try: + if not isinstance(data_url, str): + continue + if ',' in data_url and data_url.strip().lower().startswith('data:'): + _, b64 = data_url.split(',', 1) + else: + b64 = data_url + img_bytes = base64.b64decode(b64) + + normalized_key = str(key).lower() + filename = filename_map.get(normalized_key, f"{key}.png") + out_path = os.path.join(image_base_dir, filename) + with open(out_path, "wb") as img_f: + img_f.write(img_bytes) + except Exception as img_exc: + logger.exception(f"[ReportImages] failed to save key {key}: {img_exc}") + except Exception as outer_img_exc: + logger.exception(f"[ReportImages] unexpected error: {outer_img_exc}") + + try: + resultBoolean = module.save_design(metadata_final) + if resultBoolean is None: + tex_path = f'{file_path}.tex' + if os.path.exists(tex_path): + resultBoolean = True + except Exception: + import traceback + traceback.print_exc() + + tex_path = f'{file_path}.tex' + if os.path.exists(tex_path): + resultBoolean = True + else: + resultBoolean = False + + if resultBoolean is None: + tex_path = f'{file_path}.tex' + resultBoolean = os.path.exists(tex_path) + + os.chdir(current_directory) + + if resultBoolean: + time.sleep(3) + try: + if sections: + tex_path = f'{file_path}.tex' + with open(tex_path, 'r', encoding='utf-8') as rf: + original_tex = rf.read() + filtered_tex = filter_latex_content(original_tex, sections) + with open(tex_path, 'w', encoding='utf-8') as wf: + wf.write(filtered_tex) + except Exception: + pass + + tex_path = f'{file_path}.tex' + f = open(tex_path, 'rb') + return Response({'success': 'Design report created', 'report_id': report_id, 'fileContents : ': f}, status=status.HTTP_201_CREATED) + else: + return Response({"message" : "Error in generating the design report"}) + + +class CompanyLogoView(APIView): + parser_classes = (MultiPartParser, FormParser) + + def post(self, request): + file = request.data['file'] + + original_ext = os.path.splitext(file.name)[1].lower() or ".png" + fileName = ''.join(str(uuid.uuid4()).split('-')) + original_ext + currentDirectory = os.getcwd() + logo_dir = os.path.join(currentDirectory, "file_storage", "company_logo") + os.makedirs(logo_dir, exist_ok=True) + + try: + file_full_path = os.path.join(logo_dir, fileName) + with open(file_full_path, 'wb+') as destination: + for chunk in file.chunks(): + destination.write(chunk) + + logoFullPath = file_full_path.replace("\\", "/") + return Response({'message' : 'successfully saved file', 'logoFullPath' : logoFullPath}, status = status.HTTP_201_CREATED) + except Exception as e: + return Response({'message' : f'Error in saving the file: {str(e)}'}, status = status.HTTP_400_BAD_REQUEST) diff --git a/backend/apps/core/api/design/material_api.py b/backend/apps/core/api/design/material_api.py new file mode 100644 index 000000000..7d266cf63 --- /dev/null +++ b/backend/apps/core/api/design/material_api.py @@ -0,0 +1,107 @@ +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from apps.core.models import Material, CustomMaterials +from apps.core.serializers import CustomMaterials_Serializer + + +class MaterialDetails(APIView): + + def get(self, request): + material = request.GET.get("material") + material_qs = Material.objects.all() + if material: + material_qs = material_qs.filter(Grade=material) + material_details = list(material_qs.values()) + + custom_materials = [] + if hasattr(request, "user") and request.user.is_authenticated: + custom_materials = list( + CustomMaterials.objects.filter(user=request.user).values() + ) + + # Same ordering as module `options` `material_list()`: standard, then custom, then sentinel. + material_list = material_details + custom_materials + [{"id": -1, "Grade": "Custom"}] + + return Response( + { + "materialList": material_list, + "material_details": material_details, + "custom_materials": custom_materials, + }, + status=status.HTTP_200_OK, + ) + + def post(self, request): + materialName = request.data.get("materialName") + fy_20 = request.data.get("fy_20") + fy_20_40 = request.data.get("fy_20_40") + fy_40 = request.data.get("fy_40") + fu = request.data.get("fu") + + if not (hasattr(request, "user") and request.user.is_authenticated): + return Response({"message": "Authentication required", "success": False}, status=401) + + alreadyExists = CustomMaterials.objects.filter(user=request.user, Grade=materialName).exists() + if alreadyExists: + return Response({"message": "The material already exists", "success": False}, status=403) + + serializer = CustomMaterials_Serializer(data={ + "user": request.user.id, + "Grade": materialName, + "Yield_Stress_less_than_20": fy_20, + "Yield_Stress_between_20_and_neg40": fy_20_40, + "Yield_Stress_greater_than_40": fy_40, + "Ultimate_Tensile_Stress": fu, + "Elongation": 0, + }) + + + if serializer.is_valid(): + serializer.save() + return Response({"message": "Material added successfuly", "success": True}, status=201) + else: + print('serializer.errors : ', serializer.errors) + return Response({"message": "Something went wrong", "success": True}, status=500) + + def delete(self, request, material_id=None): + if not (hasattr(request, "user") and request.user.is_authenticated): + return Response({"message": "Authentication required", "success": False}, status=status.HTTP_401_UNAUTHORIZED) + + if not material_id: + material_id = request.query_params.get("id") + + if not material_id: + return Response({"message": "Material ID is required", "success": False}, status=status.HTTP_400_BAD_REQUEST) + + try: + material = CustomMaterials.objects.get(id=material_id, user=request.user) + material.delete() + return Response({"message": "Material deleted successfully", "success": True}, status=status.HTTP_200_OK) + except CustomMaterials.DoesNotExist: + return Response({"message": "Material not found or access denied", "success": False}, status=status.HTTP_404_NOT_FOUND) + + def put(self, request, material_id=None): + if not (hasattr(request, "user") and request.user.is_authenticated): + return Response({"message": "Authentication required", "success": False}, status=status.HTTP_401_UNAUTHORIZED) + + if not material_id: + material_id = request.data.get("id") or request.query_params.get("id") + + if not material_id: + return Response({"message": "Material ID is required", "success": False}, status=status.HTTP_400_BAD_REQUEST) + + try: + material = CustomMaterials.objects.get(id=material_id, user=request.user) + material.Grade = request.data.get("Grade", material.Grade) + material.Yield_Stress_less_than_20 = request.data.get("Yield_Stress_less_than_20", material.Yield_Stress_less_than_20) + material.Yield_Stress_between_20_and_neg40 = request.data.get("Yield_Stress_between_20_and_neg40", material.Yield_Stress_between_20_and_neg40) + material.Yield_Stress_greater_than_40 = request.data.get("Yield_Stress_greater_than_40", material.Yield_Stress_greater_than_40) + material.Ultimate_Tensile_Stress = request.data.get("Ultimate_Tensile_Stress", material.Ultimate_Tensile_Stress) + material.Elongation = request.data.get("Elongation", material.Elongation) + material.save() + + serializer = CustomMaterials_Serializer(material) + return Response({"message": "Material updated successfully", "success": True, "data": serializer.data}, status=status.HTTP_200_OK) + except CustomMaterials.DoesNotExist: + return Response({"message": "Material not found or access denied", "success": False}, status=status.HTTP_404_NOT_FOUND) \ No newline at end of file diff --git a/backend/apps/core/api/design/report_customization_api.py b/backend/apps/core/api/design/report_customization_api.py new file mode 100644 index 000000000..f8a6d6ee7 --- /dev/null +++ b/backend/apps/core/api/design/report_customization_api.py @@ -0,0 +1,532 @@ +""" +Report Customization API + +This module provides APIs for customizing design reports by allowing users to: +1. Parse sections from generated LaTeX reports +2. Filter content based on selected sections +3. Generate customized PDFs + +Author: AI Assistant +""" + +import os +import re +import tempfile +import subprocess +import shutil +import platform +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from apps.core.permissions import IsEmailVerifiedIfAuthenticated +from django.http import FileResponse +from django.core.files.storage import default_storage +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator + + +class LaTeXParser: + """ + Parses LaTeX files to extract document structure. + + This class finds all \section{} and \subsection{} commands in a LaTeX + document and organizes them into a hierarchical structure. + """ + + def parse_sections(self, latex_content): + """ + Extract sections and subsections from LaTeX content. + + Args: + latex_content (str): Raw LaTeX document content + + Returns: + dict: Hierarchical structure of sections and subsections + """ + sections = {} + current_section = None + + # Process each line to find LaTeX section commands + for line in latex_content.split('\n'): + # Look for \section{Section Name} patterns + section_match = re.search(r'\\section\{([^}]+)\}', line) + if section_match: + current_section = section_match.group(1).strip() + sections[current_section] = [] # Initialize subsection list + + # Look for \subsection{Subsection Name} patterns + subsection_match = re.search(r'\\subsection\{([^}]+)\}', line) + if subsection_match and current_section: + subsection = subsection_match.group(1).strip() + sections[current_section].append(subsection) + + return sections + + +class LaTeXFilter: + """ + Filters LaTeX content based on selected sections. + """ + + def filter_content(self, latex_content, selected_sections): + """ + Remove unselected sections from LaTeX content. + + Args: + latex_content (str): Original LaTeX content + selected_sections (list): List of selected sections/subsections + + Returns: + str: Filtered LaTeX content + """ + if not selected_sections or not isinstance(selected_sections, (list, tuple)): + return latex_content + + lines = latex_content.split('\n') + filtered_lines = [] + current_section = None + current_subsection = None + include_content = True + section_started = False + + for line in lines: + # Check for new section + section_match = re.search(r'\\section\{([^}]+)\}', line) + if section_match: + current_section = section_match.group(1).strip() + current_subsection = None + section_started = True + # Include section if it's selected OR if any of its subsections are selected + include_content = (current_section in selected_sections or + any(sel.startswith(f"{current_section}/") for sel in selected_sections)) + + # Check for subsection + subsection_match = re.search(r'\\subsection\{([^}]+)\}', line) + if subsection_match and current_section: + current_subsection = subsection_match.group(1).strip() + subsection_key = f"{current_section}/{current_subsection}" + # Include subsection only if specifically selected OR parent section is fully selected + include_content = (current_section in selected_sections or + subsection_key in selected_sections) + + # Always include document structure and preamble + if (include_content or + not section_started or # Include everything before first section + line.startswith('\\documentclass') or + line.startswith('\\usepackage') or + line.startswith('\\title') or + line.startswith('\\author') or + line.startswith('\\date') or + line.startswith('\\begin{document}') or + line.startswith('\\maketitle') or + line.startswith('\\end{document}')): + filtered_lines.append(line) + + return '\n'.join(filtered_lines) + + +@method_decorator(csrf_exempt, name='dispatch') +class ParseReportSections(APIView): + """ + API endpoint to parse sections from a generated LaTeX report. + + POST /api/report/parse-sections/ + Body: {"report_id": "string"} + """ + permission_classes = [IsEmailVerifiedIfAuthenticated] + + def post(self, request): + try: + print('[report_customization_api] ParseReportSections:request', request.data) + report_id = request.data.get('report_id') + if not report_id: + return Response( + {"error": "report_id is required"}, + status=status.HTTP_400_BAD_REQUEST + ) + + # Check if LaTeX file exists + tex_file_path = os.path.join(os.getcwd(), 'file_storage', 'design_report', report_id, f'{report_id}.tex') + if not os.path.exists(tex_file_path): + return Response( + {"error": "LaTeX file not found. Please generate report first."}, + status=status.HTTP_404_NOT_FOUND + ) + + # Read LaTeX content + with open(tex_file_path, 'r', encoding='utf-8') as f: + latex_content = f.read() + + # Parse sections + parser = LaTeXParser() + sections = parser.parse_sections(latex_content) + + if not sections: + return Response( + {"error": "No sections found in LaTeX file"}, + status=status.HTTP_404_NOT_FOUND + ) + + response_payload = { + "success": True, + "sections": sections, + "report_id": report_id + } + print('[report_customization_api] ParseReportSections:response', { 'report_id': report_id, 'sections_keys': list(sections.keys()) }) + return Response(response_payload, status=status.HTTP_200_OK) + + except Exception as e: + return Response( + {"error": f"Failed to parse sections: {str(e)}"}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + +@method_decorator(csrf_exempt, name='dispatch') +class CustomizeReport(APIView): + """ + API endpoint to generate customized PDF with selected sections. + + POST /api/report/customize/ + Body: { + "report_id": "string", + "selected_sections": ["Section1", "Section2/Subsection1", ...] + } + """ + permission_classes = [IsEmailVerifiedIfAuthenticated] + + def post(self, request): + try: + print('[report_customization_api] CustomizeReport:starting') + print('[report_customization_api] CustomizeReport:request', request.data) + report_id = request.data.get('report_id') + selected_sections = request.data.get('selected_sections', []) + print('[report_customization_api] CustomizeReport:parsed', {'report_id': report_id, 'selected_count': len(selected_sections)}) + + if not report_id: + return Response( + {"error": "report_id is required"}, + status=status.HTTP_400_BAD_REQUEST + ) + + # Check if LaTeX file exists + tex_file_path = os.path.join(os.getcwd(), 'file_storage', 'design_report', report_id, f'{report_id}.tex') + if not os.path.exists(tex_file_path): + return Response( + {"error": "LaTeX file not found. Please generate report first."}, + status=status.HTTP_404_NOT_FOUND + ) + + # Read original LaTeX content + print('[report_customization_api] CustomizeReport:reading file') + with open(tex_file_path, 'r', encoding='utf-8') as f: + original_latex = f.read() + print('[report_customization_api] CustomizeReport:file read', {'length': len(original_latex)}) + + # Filter content based on selected sections + print('[report_customization_api] CustomizeReport:creating filter') + filter_obj = LaTeXFilter() + print('[report_customization_api] CustomizeReport:filtering content') + filtered_latex = filter_obj.filter_content(original_latex, selected_sections) + filtered_latex = filtered_latex.replace( + r"\usepackage{lastpage}", + r"\usepackage{pageslts}" + ) + filtered_latex = filtered_latex.replace( + r"\pageref{LastPage}", + r"\lastpageref{pagesLTS.lastpage}" + ) + filtered_latex = ( + filtered_latex + .lstrip('\ufeff') + .replace('\r\n', '\n') + .replace('\r', '\n') + ) + print('[report_customization_api] CustomizeReport:filter', { 'report_id': report_id, 'selected_count': len(selected_sections) }) + print('[report_customization_api] CustomizeReport:filtered content length', len(filtered_latex)) + print('[report_customization_api] CustomizeReport:filtered content preview', filtered_latex[:200]) + + # Use fixed temp directory to overwrite each time (matching desktop behavior) + print('[report_customization_api] CustomizeReport:creating temp dir') + # safe_temp_dir = os.path.join(tempfile.gettempdir(), "osdag_pdf_compile") + safe_temp_dir = tempfile.mkdtemp(prefix="osdag_pdf_") + print('[report_customization_api] CustomizeReport:temp dir path', safe_temp_dir) + try: + if os.path.exists(safe_temp_dir): + print('[report_customization_api] CustomizeReport:removing existing temp dir') + shutil.rmtree(safe_temp_dir, ignore_errors=True) + print('[report_customization_api] CustomizeReport:creating temp dir') + os.makedirs(safe_temp_dir, exist_ok=True) + print('[report_customization_api] CustomizeReport:temp dir created successfully') + except Exception as e: + print('[report_customization_api] CustomizeReport:temp dir error', str(e)) + raise + + # Write filtered LaTeX to fixed directory + print('[report_customization_api] CustomizeReport:writing filtered tex') + custom_tex_path = os.path.join(safe_temp_dir, "filtered_report.tex") + print('[report_customization_api] CustomizeReport:custom tex path', custom_tex_path) + try: + print("custom_tex_path:", custom_tex_path) + print("parent dir exists:", os.path.exists(os.path.dirname(custom_tex_path))) + print("parent dir writable:", os.access(os.path.dirname(custom_tex_path), os.W_OK)) + with open(custom_tex_path, 'w', encoding='utf-8') as f: + f.write(filtered_latex) + print('[report_customization_api] CustomizeReport:filtered tex written successfully') + except Exception as e: + print('[report_customization_api] CustomizeReport:file write error', str(e)) + raise + + # Compile LaTeX to PDF + pdf_path = custom_tex_path.replace('.tex', '.pdf') + + # Change to temp directory for compilation + original_cwd = os.getcwd() + os.chdir(safe_temp_dir) + + try: + print(f'[report_customization_api] CustomizeReport:compiling in {os.getcwd()}') + print(f'[report_customization_api] CustomizeReport:tex file exists: {os.path.exists("filtered_report.tex")}') + + # Compile LaTeX - use system pdflatex (same as working design_report_pdf_view.py) + print(f'[report_customization_api] CustomizeReport:using system pdflatex') + + # Check if pdflatex is available + try: + subprocess.run(['pdflatex', '--version'], capture_output=True, text=True, timeout=10) + print('[report_customization_api] CustomizeReport:pdflatex is available') + except (subprocess.TimeoutExpired, subprocess.CalledProcessError, FileNotFoundError): + print('[report_customization_api] CustomizeReport:pdflatex not found, trying alternative approach') + return Response( + {"error": "LaTeX (pdflatex) not found. Please install a LaTeX distribution like MiKTeX or TeX Live."}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + try: + if platform.system().lower() == 'windows': + print('[report_customization_api] CustomizeReport:running pdflatex on windows') + result = subprocess.run([ + 'pdflatex', '-interaction=nonstopmode', + 'filtered_report.tex' + ], capture_output=True, text=True, timeout=60) + else: + print('[report_customization_api] CustomizeReport:running pdflatex on unix') + result = subprocess.run([ + 'pdflatex', '-interaction=nonstopmode', + 'filtered_report.tex' + ], capture_output=True, text=True, timeout=60) + except subprocess.TimeoutExpired as e: + print(f'[report_customization_api] CustomizeReport:pdflatex timeout: {e}') + raise + except subprocess.CalledProcessError as e: + print(f'[report_customization_api] CustomizeReport:pdflatex process error: {e}') + raise + except Exception as e: + print(f'[report_customization_api] CustomizeReport:pdflatex general error: {e}') + raise + + print(f'[report_customization_api] CustomizeReport:pdflatex result: {result.returncode}') + print(f'[report_customization_api] CustomizeReport:stdout: {result.stdout[:200]}') + print(f'[report_customization_api] CustomizeReport:stderr: {result.stderr[:200]}') + + # Check if PDF was generated successfully + # if result.returncode == 0 and os.path.exists(pdf_path): + if os.path.exists(pdf_path): + print('[report_customization_api] CustomizeReport:pdflatex:success', { 'report_id': report_id, 'pdf_path': pdf_path }) + # Read into memory then delete temp dir ā€” zero disk accumulation + from io import BytesIO + with open(pdf_path, 'rb') as f: + pdf_bytes = f.read() + try: + shutil.rmtree(safe_temp_dir, ignore_errors=True) + print('[report_customization_api] CustomizeReport:temp dir cleaned up') + except Exception as e: + print(f'[report_customization_api] CustomizeReport:cleanup warning: {e}') + response = FileResponse( + BytesIO(pdf_bytes), + content_type='application/pdf', + filename=f'osdag_custom_report_{report_id}.pdf' + ) + return response + else: + print('[report_customization_api] CustomizeReport:pdflatex:failure', { 'code': result.returncode }) + error_msg = "PDF compilation failed" + if result.stderr: + error_msg += f"\n\nErrors:\n{result.stderr[:500]}" + if result.stdout: + error_msg += f"\n\nOutput:\n{result.stdout[:500]}" + + return Response( + {"error": error_msg}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + except subprocess.TimeoutExpired: + return Response( + {"error": "PDF compilation timed out (>60s)"}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + except FileNotFoundError: + return Response( + {"error": "LaTeX (pdflatex) not found. Please install a LaTeX distribution."}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + finally: + # Restore original working directory + os.chdir(original_cwd) + + except Exception as e: + return Response( + {"error": f"Failed to customize report: {str(e)}"}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + +def generate_initial_report_core(mapped_data): + """ + Shared core for initial report generation. + + Responsibilities: + - Call CreateDesignReport with the provided mapped_data + - Read the generated LaTeX file + - Parse sections using LaTeXParser + - Return a (payload, status_code) tuple suitable for DRF Response + """ + try: + print(f"[GenerateInitialReportCore] mapped_data keys: {list(mapped_data.keys())}") + from .design_report_pdf_view import CreateDesignReport + + class MockRequest: + def __init__(self, data): + self.data = data + + # Run the existing CreateDesignReport logic + print("[GenerateInitialReportCore] Creating CreateDesignReport instance...") + create_report = CreateDesignReport() + mock_request = MockRequest(mapped_data) + + print("[GenerateInitialReportCore] Calling CreateDesignReport.post()...") + response = create_report.post(mock_request) + print("[GenerateInitialReportCore] CreateDesignReport response received") + status_code = getattr(response, "status_code", None) + print(f"[GenerateInitialReportCore] status_code: {status_code}") + + if status_code != status.HTTP_201_CREATED: + # Bubble up detailed error info when available + error_payload = {} + if hasattr(response, "data"): + error_payload = response.data + print(f"[GenerateInitialReportCore] error response.data: {error_payload}") + else: + error_payload = {"error": "Failed to generate design report"} + + # Prefer any existing message/error keys for client display + message = None + if isinstance(error_payload, dict): + message = ( + error_payload.get("error") + or error_payload.get("message") + or str(error_payload) + ) + else: + message = str(error_payload) + + return ( + { + "success": False, + "error": message or "Failed to generate design report", + "details": error_payload if isinstance(error_payload, dict) else None, + }, + status.HTTP_400_BAD_REQUEST, + ) + + # On success, extract report_id from response + response_data = getattr(response, "data", {}) or {} + print( + "[GenerateInitialReportCore] success response.data keys:", + list(response_data.keys()) if isinstance(response_data, dict) else "N/A", + ) + report_id = response_data.get("report_id") + print(f"[GenerateInitialReportCore] extracted report_id: {report_id}") + + if not report_id: + return ( + { + "success": False, + "error": "report_id missing from design report response", + }, + status.HTTP_500_INTERNAL_SERVER_ERROR, + ) + + # Locate and read the generated LaTeX file. + # New layout (per-report folder): + # file_storage/design_report/{report_id}/{report_id}.tex + # Legacy layout (flat): + # file_storage/design_report/{report_id}.tex + base_dir = os.path.join(os.getcwd(), "file_storage", "design_report") + new_style_path = os.path.join(base_dir, report_id, f"{report_id}.tex") + legacy_path = os.path.join(base_dir, f"{report_id}.tex") + + if os.path.exists(new_style_path): + tex_file_path = new_style_path + else: + tex_file_path = legacy_path + + print(f"[GenerateInitialReportCore] LaTeX file path: {tex_file_path}") + exists = os.path.exists(tex_file_path) + print(f"[GenerateInitialReportCore] LaTeX file exists: {exists}") + + if not exists: + return ( + { + "success": False, + "error": f"LaTeX file not found at {tex_file_path}", + "report_id": report_id, + }, + status.HTTP_500_INTERNAL_SERVER_ERROR, + ) + + file_size = os.path.getsize(tex_file_path) + print(f"[GenerateInitialReportCore] LaTeX file size: {file_size} bytes") + + with open(tex_file_path, "r", encoding="utf-8") as f: + latex_content = f.read() + print( + "[GenerateInitialReportCore] LaTeX content length:", + len(latex_content), + ) + + # Parse sections using the existing LaTeXParser + parser = LaTeXParser() + sections = parser.parse_sections(latex_content) + print( + "[GenerateInitialReportCore] Parsed sections count:", + len(sections), + ) + print( + "[GenerateInitialReportCore] Section keys:", + list(sections.keys()), + ) + + payload = { + "success": True, + "report_id": report_id, + "sections": sections, + "message": "LaTeX report generated successfully", + } + return payload, status.HTTP_201_CREATED + + except Exception as e: + print("[GenerateInitialReportCore] Exception:", str(e)) + import traceback + + traceback.print_exc() + return ( + { + "success": False, + "error": f"Failed to generate initial report: {str(e)}", + }, + status.HTTP_500_INTERNAL_SERVER_ERROR, + ) + + diff --git a/backend/apps/core/api/design/sync_merge.py b/backend/apps/core/api/design/sync_merge.py new file mode 100644 index 000000000..7cb174c5f --- /dev/null +++ b/backend/apps/core/api/design/sync_merge.py @@ -0,0 +1,490 @@ +""" +Design-preference sync merge for web and desktop-aligned semantics. + +Pure functions + module rules keyed by sessionName (module string from EngineeringModule). +""" +from copy import deepcopy +from typing import Any, Dict, List, Optional, Tuple + +# Operations: open = merge rules onto current inputs; refresh = driving-input wins (invalidates material copies); +# save = apply draft then preserve user choices; reset = contextual defaults from driver material only. +VALID_OPERATIONS = frozenset({"open", "refresh", "save", "reset"}) + + +import importlib + +_CORE_CLASS_MAP = { + "FinPlateConnection": ("osdag_core.design_type.connection.fin_plate_connection", "FinPlateConnection"), + "EndPlateConnection": ("osdag_core.design_type.connection.end_plate_connection", "EndPlateConnection"), + "CleatAngleConnection": ("osdag_core.design_type.connection.cleat_angle_connection", "CleatAngleConnection"), + "SeatedAngleConnection": ("osdag_core.design_type.connection.seated_angle_connection", "SeatedAngleConnection"), + "Beam to Column End Plate Connection": ("osdag_core.design_type.connection.beam_column_end_plate", "BeamColumnEndPlate"), + "Beam Beam End Plate Connection": ("osdag_core.design_type.connection.beam_beam_end_plate_splice", "BeamBeamEndPlateSplice"), + "Column Cover Plate Bolted Connection": ("osdag_core.design_type.connection.column_cover_plate", "ColumnCoverPlate"), + "Beam Cover Plate Bolted Connection": ("osdag_core.design_type.connection.beam_cover_plate", "BeamCoverPlate"), + "Column Cover Plate Welded Connection": ("osdag_core.design_type.connection.column_cover_plate_weld", "ColumnCoverPlateWeld"), + "Beam Cover Plate Welded Connection": ("osdag_core.design_type.connection.beam_cover_plate_weld", "BeamCoverPlateWeld"), + "Column Column End Plate Connection": ("osdag_core.design_type.connection.column_end_plate", "ColumnEndPlate"), + "Base Plate": ("osdag_core.design_type.connection.base_plate_connection", "BasePlateConnection"), + "Simply Supported Beam Design": ("osdag_core.design_type.flexural_member.flexure", "Flexure"), + "On Cantilever Beam Design": ("osdag_core.design_type.flexural_member.flexure_cantilever", "Flexure_Cantilever"), + "Purlin Design": ("osdag_core.design_type.flexural_member.flexure_purlin", "Flexure_Purlin"), + "Compression Member Design": ("osdag_core.design_type.compression_member.compression_welded", "Compression_welded"), + "Axially Loaded Column": ("osdag_core.design_type.compression_member.compression_column", "ColumnDesign"), + "Struts Bolted to End Gusset": ("osdag_core.design_type.compression_member.compression_bolted", "Compression_bolted"), + "Struts Welded to End Gusset": ("osdag_core.design_type.compression_member.compression_welded", "Compression_welded"), + "Tension Member Bolted Design": ("osdag_core.design_type.tension_member.tension_bolted", "Tension_bolted"), + "Tension Member Welded Design": ("osdag_core.design_type.tension_member.tension_welded", "Tension_welded"), + "Butt Joint Bolted": ("osdag_core.design_type.connection.butt_joint_bolted", "ButtJointBolted"), + "Lap Joint Bolted": ("osdag_core.design_type.connection.lap_joint_bolted", "LapJointBolted"), + "Butt Joint Welded": ("osdag_core.design_type.connection.butt_joint_welded", "ButtJointWelded"), + "Lap Joint Welded": ("osdag_core.design_type.connection.lap_joint_welded", "LapJointWelded"), +} + +_FRONTEND_TO_CORE_KEY_MAP = { + "bolt_tension_type": "Bolt.TensionType", + "bolt_hole_type": "Bolt.Bolt_Hole_Type", + "bolt_slip_factor": "Bolt.Slip_Factor", + "weld_fab": "Weld.Fab", + "weld_material_grade": "Weld.Material_Grade_OverWrite", + "detailing_edge_type": "Detailing.Edge_type", + "detailing_gap": "Detailing.Gap", + "detailing_corr_status": "Detailing.Corrosive_Influences", + "detailing_packing_plate": "Detailing.Packing_Plate", + "design_method": "Design.Design_Method", + "design_for": "Design.Design_For", + + # Base Plate specific: + "DesignPreferences.Anchor_Bolt.OCF.Designation": "DesignPreferences.Anchor_Bolt.OCF.Designation", + "DesignPreferences.Anchor_Bolt.OCF.Type": "DesignPreferences.Anchor_Bolt.OCF.Type", + "DesignPreferences.Anchor_Bolt.OCF.Galvanized": "DesignPreferences.Anchor_Bolt.OCF.Galvanized", + "DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type": "DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type", + "DesignPreferences.Anchor_Bolt.OCF.Length": "DesignPreferences.Anchor_Bolt.OCF.Length", + "DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite": "DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite", + "DesignPreferences.Anchor_Bolt.ICF.Designation": "DesignPreferences.Anchor_Bolt.ICF.Designation", + "DesignPreferences.Anchor_Bolt.ICF.Type": "DesignPreferences.Anchor_Bolt.ICF.Type", + "DesignPreferences.Anchor_Bolt.ICF.Galvanized": "DesignPreferences.Anchor_Bolt.ICF.Galvanized", + "DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type": "DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type", + "DesignPreferences.Anchor_Bolt.ICF.Length": "DesignPreferences.Anchor_Bolt.ICF.Length", + "DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite": "DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite", + "DesignPreferences.Anchor_Bolt.Friction_coefficient": "DesignPreferences.Anchor_Bolt.Friction_coefficient", + "DesignPreferences.Design.Base_Plate": "DesignPreferences.Design.Base_Plate", +} + +def _get_core_defaults(module_session_name: str, inputs: Dict[str, Any], grade: str) -> Dict[str, Any]: + defaults = {} + if module_session_name not in _CORE_CLASS_MAP: + return defaults + + try: + material_grade = grade or inputs.get("connector_material") or inputs.get("material") or inputs.get("member_material") or "E 250 (Fe 410 W)A" + if not material_grade or material_grade == "Select Material": + material_grade = "E 250 (Fe 410 W)A" + + core_inputs = { + "Material": material_grade, + "Stiffener_Key.Material": material_grade, + "Anchor Bolt.OCF.Diameter": [20], + "Anchor Bolt.ICF.Diameter": [20], + "Base_Plate.Material_St_Sk": material_grade, + "Material_St_Sk": material_grade, + } + for k, v in inputs.items(): + if k in _FRONTEND_TO_CORE_KEY_MAP: + core_inputs[_FRONTEND_TO_CORE_KEY_MAP[k]] = v + else: + core_inputs[k] = v + + module_path, class_name = _CORE_CLASS_MAP[module_session_name] + mod = importlib.import_module(module_path) + cls = getattr(mod, class_name) + instance = cls() + if hasattr(instance, "set_osdaglogger"): + instance.set_osdaglogger(None, id="web") + + # Set missing attributes to prevent AttributeError in get_values_for_design_pref + if not hasattr(instance, "design_status"): + instance.design_status = False + if not hasattr(instance, "load_axial_tension"): + instance.load_axial_tension = 0.0 + if not hasattr(instance, "load_moment_minor"): + instance.load_moment_minor = 0.0 + + for frontend_key, core_key in _FRONTEND_TO_CORE_KEY_MAP.items(): + try: + val = instance.get_values_for_design_pref(core_key, core_inputs) + if val is not None: + if isinstance(val, str): + val = val.strip() + defaults[frontend_key] = val + except Exception: + pass + except Exception as e: + pass + return defaults + + +def _material_row_for_grade(material_models, grade: str) -> List[Dict[str, Any]]: + if not grade: + return [] + qs = material_models.filter(Grade=grade) + return list(qs.values()[:1]) + + +# (session_name) -> (supporting_key, supporting_source, supported_key, supported_source, connector_key, connector_source) +# source is one of: "columns", "beams", "angles" +_SECTION_KEY_MAP: Dict[str, Tuple[Optional[str], Optional[str], Optional[str], Optional[str], Optional[str], Optional[str]]] = { + "FinPlateConnection": ("column_section", "columns", "beam_section", "beams", None, None), + "HeaderPlateConnection": ("column_section", "columns", "beam_section", "beams", None, None), + "CleatAngleConnection": ("column_section", "columns", "beam_section", "beams", "cleat_section", "angles"), + "SeatedAngleConnection": ("column_section", "columns", "beam_section", "beams", "seated_section", "angles"), + "Beam to Column End Plate Connection": ("column_section", "columns", "beam_section", "beams", None, None), + "Beam Beam End Plate Connection": ("primary_beam", "beams", "secondary_beam", "beams", None, None), + "Column Cover Plate Bolted Connection": ("member_designation", "columns", None, None, None, None), + "Beam Cover Plate Bolted Connection": (None, None, "member_designation", "beams", None, None), + "Column Cover Plate Welded Connection": ("member_designation", "columns", None, None, None, None), + "Beam Cover Plate Welded Connection": (None, None, "member_designation", "beams", None, None), + "Column Column End Plate Connection": ("member_designation", "columns", None, None, None, None), + "Base Plate": ("member_designation", "columns", None, None, None, None), + "Simply Supported Beam Design": (None, None, "section_designation", "beams", None, None), + "On Cantilever Beam Design": (None, None, "section_designation", "beams", None, None), + "Purlin Design": (None, None, "section_designation", "beams", None, None), + "Compression Member Design": (None, None, "section_designation", "angles", None, None), + "Axially Loaded Column": ("section_designation", "columns", None, None, None, None), + "Struts Bolted to End Gusset": (None, None, "section_designation", "angles_channels", None, None), + "Struts Welded to End Gusset": (None, None, "section_designation", "angles_channels", None, None), + "Tension Member Bolted Design": (None, None, "section_designation", "angles_channels", None, None), + "Tension Member Welded Design": (None, None, "section_designation", "angles_channels", None, None), +} + + +def _section_row_for_designation(section_model, designation: str) -> Dict[str, Any]: + if section_model is None or not designation: + return {} + row = section_model.filter(Designation=designation).values().first() + return row or {} + + +def _resolve_section_details( + module_session_name: str, + inputs: Dict[str, Any], + beams_model=None, + columns_model=None, + angles_model=None, + channels_model=None, +) -> Dict[str, Dict[str, Any]]: + details: Dict[str, Dict[str, Any]] = {"supporting": {}, "supported": {}, "connector": {}} + mapping = _SECTION_KEY_MAP.get(module_session_name) + if not mapping: + return details + + support_key, support_source, supported_key, supported_source, connector_key, connector_source = mapping + + def get_model(source_str): + if source_str == "columns": + return columns_model + elif source_str == "beams": + return beams_model + elif source_str == "angles": + return angles_model + elif source_str == "channels": + return channels_model + elif source_str == "angles_channels": + profile = str(inputs.get("section_profile") or "").lower() + if "channel" in profile: + return channels_model + else: + return angles_model + return None + + if support_key and support_source: + support_val = inputs.get(support_key) + support_designation = "" + if isinstance(support_val, list) and len(support_val) > 0: + support_designation = str(support_val[0]) + elif support_val: + support_designation = str(support_val) + + support_model = get_model(support_source) + if support_model: + details["supporting"] = _section_row_for_designation(support_model, support_designation) + + if supported_key and supported_source: + supported_val = inputs.get(supported_key) + supported_designation = "" + if isinstance(supported_val, list) and len(supported_val) > 0: + supported_designation = str(supported_val[0]) + elif supported_val: + supported_designation = str(supported_val) + + supported_model = get_model(supported_source) + if supported_model: + # Normalize designation if it is an angle + is_angle = (supported_source == "angles") or ( + supported_source == "angles_channels" + and "channel" not in str(inputs.get("section_profile") or "").lower() + ) + if is_angle: + parts = supported_designation.replace("ISA ", "").replace("X", "x").split("x") + norm_desig = " x ".join([p.strip() for p in parts]) + details["supported"] = _section_row_for_designation(supported_model, norm_desig) + else: + details["supported"] = _section_row_for_designation(supported_model, supported_designation) + + if connector_key and connector_source: + connector_val = inputs.get(connector_key) + connector_designation = "" + if isinstance(connector_val, list) and len(connector_val) > 0: + connector_designation = str(connector_val[0]) + elif connector_val: + connector_designation = str(connector_val) + + connector_model = get_model(connector_source) + if connector_model: + is_angle = (connector_source == "angles") or ( + connector_source == "angles_channels" + and "channel" not in str(inputs.get("section_profile") or "").lower() + ) + if is_angle: + parts = connector_designation.replace("ISA ", "").replace("X", "x").split("x") + norm_desig = " x ".join([p.strip() for p in parts]) + details["connector"] = _section_row_for_designation(connector_model, norm_desig) + else: + details["connector"] = _section_row_for_designation(connector_model, connector_designation) + + return details + + +# (session_name) -> driver field -> list of target pref keys to sync when driver changes / refresh / reset +# Aligns with osdag_core input_dictionary_without_design_pref "Input Dock" rows where applicable. +_MATERIAL_SYNC_RULES: Dict[str, Dict[str, List[str]]] = { + "FinPlateConnection": {"connector_material": ["supporting_material", "supported_material"]}, + "HeaderPlateConnection": {"connector_material": ["supporting_material", "supported_material"]}, + "CleatAngleConnection": {"connector_material": ["supporting_material", "supported_material"]}, + "SeatedAngleConnection": {"connector_material": ["supporting_material", "supported_material"]}, + "Beam to Column End Plate Connection": { + "connector_material": ["supporting_material", "supported_material"], + }, + "Beam Beam End Plate Connection": {"connector_material": ["supported_material"]}, + "Column Cover Plate Bolted Connection": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Beam Cover Plate Bolted Connection": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Column Cover Plate Welded Connection": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Beam Cover Plate Welded Connection": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Column Column End Plate Connection": { + "material": ["supporting_material", "supported_material", "connector_material"], + "member_material": ["supported_material", "connector_material"], + }, + "Base Plate": {"material": ["supporting_material", "connector_material"]}, + "Tension Member Bolted Design": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Tension Member Welded Design": { + "member_material": ["supported_material", "connector_material"], + "material": ["supported_material", "connector_material"], + }, + "Struts Bolted to End Gusset": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "Simply Supported Beam Design": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "On Cantilever Beam Design": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "Purlin Design": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "Compression Member Design": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "Axially Loaded Column": { + "member_material": ["supporting_material", "supported_material", "connector_material"], + "material": ["supporting_material", "supported_material", "connector_material"], + }, + "Butt Joint Bolted": {}, + "Lap Joint Bolted": {}, + "Butt Joint Welded": {}, + "Lap Joint Welded": {}, +} + + +def _resolve_driver_and_targets(module_session_name: str, inputs: Dict[str, Any]) -> Tuple[Optional[str], List[str], str]: + """ + Returns (driver_key, target_keys, grade_value). + Picks first rule entry whose driver key exists and is non-empty in inputs. + """ + rules = _MATERIAL_SYNC_RULES.get(module_session_name) + if rules is None: + m = inputs.get("material") + if m: + return "material", ["supporting_material", "supported_material", "connector_material"], str(m) + return None, [], "" + if not rules: + return None, [], "" + + for driver, targets in rules.items(): + val = inputs.get(driver) + if val: + return driver, list(targets), str(val) + m = inputs.get("material") + if m: + if "material" in rules: + return "material", list(rules["material"]), str(m) + else: + first_targets = list(rules.values())[0] if rules else ["supporting_material", "supported_material", "connector_material"] + extended_targets = list(first_targets) + if "connector_material" not in extended_targets: + extended_targets.append("connector_material") + return "material", extended_targets, str(m) + return None, [], "" + + +def _apply_material_sync(out: Dict[str, Any], module_session_name: str) -> Tuple[Dict[str, List[str]], str]: + """Mutates out; returns (copied_from_dock, grade) for metadata.""" + driver_key, targets, grade = _resolve_driver_and_targets(module_session_name, out) + copied: Dict[str, List[str]] = {} + if driver_key and targets and grade: + for t in targets: + out[t] = grade + copied[driver_key] = list(targets) + return copied, grade + + +def merge_design_pref_sync( + module_session_name: str, + inputs: Dict[str, Any], + operation: str, + design_pref_draft: Optional[Dict[str, Any]] = None, + material_model=None, + beams_model=None, + columns_model=None, + angles_model=None, + channels_model=None, +) -> Tuple[Dict[str, Any], Dict[str, Any], Dict[str, List[Dict[str, Any]]], Dict[str, Dict[str, Any]]]: + """ + Returns (resolved_inputs, metadata, material_details_by_role, section_details_by_role). + """ + if operation not in VALID_OPERATIONS: + operation = "open" + + out = deepcopy(inputs) if inputs else {} + copied: Dict[str, List[str]] = {} + defaulted_keys: List[str] = [] + overridden_keys: List[str] = [] + grade = "" + _driver_key, linked_targets, _driver_grade = _resolve_driver_and_targets(module_session_name, out) + + if operation == "save": + # Draft carries explicit user choices; merge them and preserve. + if design_pref_draft: + out.update(design_pref_draft) + _, _, grade = _resolve_driver_and_targets(module_session_name, out) + elif operation == "open": + # Preserve saved pref overrides ā€” do NOT force-sync targets from driver. + # Only resolve driver so material_details are populated correctly. + _driver_key, linked_targets, grade = _resolve_driver_and_targets(module_session_name, out) + if grade and linked_targets: + copied_targets = [] + for t in linked_targets: + if t not in out: + out[t] = grade + copied_targets.append(t) + if copied_targets and _driver_key: + copied[_driver_key] = copied_targets + if design_pref_draft: + out.update(design_pref_draft) + + # Populate defaults for missing keys + core_defaults = _get_core_defaults(module_session_name, out, grade) + for k, v in core_defaults.items(): + if k not in out: + out[k] = v + if k not in defaulted_keys: + defaulted_keys.append(k) + elif operation == "reset": + # reset: dock driver wins, targets are updated, and design prefs are reset to defaults + copied, grade = _apply_material_sync(out, module_session_name) + core_defaults = _get_core_defaults(module_session_name, out, grade) + for k, v in core_defaults.items(): + out[k] = v + if k not in defaulted_keys: + defaulted_keys.append(k) + else: + # refresh: dock driver wins and propagates to all targets. + copied, grade = _apply_material_sync(out, module_session_name) + + material_details = {"connector": [], "supported": [], "supporting": []} + conn_grade = str(out.get("connector_material") or grade or "") + supd_grade = str(out.get("supported_material") or grade or "") + supg_grade = str(out.get("supporting_material") or grade or "") + if material_model is not None: + material_details["connector"] = _material_row_for_grade(material_model, conn_grade) + material_details["supported"] = _material_row_for_grade(material_model, supd_grade) + material_details["supporting"] = _material_row_for_grade(material_model, supg_grade) + section_details = _resolve_section_details( + module_session_name=module_session_name, + inputs=out, + beams_model=beams_model, + columns_model=columns_model, + angles_model=angles_model, + channels_model=channels_model, + ) + + metadata = { + "copied_from_input_dock_keys": copied, + "linked_input_dock_keys": [k for k in copied.keys()] if copied else ([_driver_key] if _driver_key else []), + "linked_pref_keys": list(linked_targets), + "defaulted_keys": defaulted_keys, + "overridden_keys": overridden_keys, + "operation": operation, + "module_session_name": module_session_name, + } + return out, metadata, material_details, section_details + + +def build_design_pref_defaults( + module_session_name: str, + inputs: Dict[str, Any], + material_model=None, + beams_model=None, + columns_model=None, + angles_model=None, + channels_model=None, +) -> Tuple[Dict[str, Any], Dict[str, Any], Dict[str, List[Dict[str, Any]]], Dict[str, Dict[str, Any]]]: + """ + Returns defaults for Additional Inputs using current dock driver values. + Shape mirrors sync merge response to keep frontend handling consistent. + """ + return merge_design_pref_sync( + module_session_name=module_session_name, + inputs=inputs, + operation="reset", + design_pref_draft=None, + material_model=material_model, + beams_model=beams_model, + columns_model=columns_model, + angles_model=angles_model, + channels_model=channels_model, + ) + + +def list_registered_session_names() -> List[str]: + return sorted(_MATERIAL_SYNC_RULES.keys()) diff --git a/backend/apps/core/api/design/tests/__init__.py b/backend/apps/core/api/design/tests/__init__.py new file mode 100644 index 000000000..d6cf9eb81 --- /dev/null +++ b/backend/apps/core/api/design/tests/__init__.py @@ -0,0 +1,3 @@ +# Tests for design API + + diff --git a/backend/apps/core/api/design/tests/test_design_report_with_images.py b/backend/apps/core/api/design/tests/test_design_report_with_images.py new file mode 100644 index 000000000..6cd0f9703 --- /dev/null +++ b/backend/apps/core/api/design/tests/test_design_report_with_images.py @@ -0,0 +1,71 @@ +""" +Integration tests for design report generation with images. +""" + +import os +import tempfile +import unittest +from django.test import TestCase +from rest_framework.test import APIClient + + +@unittest.skipIf(os.environ.get('CI') == 'true', 'Skipping in CI environment') +class TestDesignReportWithImages(TestCase): + """Smoke tests for report generation endpoints (slug + legacy)""" + + def setUp(self): + self.client = APIClient() + self.temp_dir = tempfile.mkdtemp() + + def tearDown(self): + import shutil + + shutil.rmtree(self.temp_dir, ignore_errors=True) + + def _dummy_metadata(self): + return { + "ProfileSummary": { + "CompanyName": "TestCo", + "CompanyLogo": "", + "Group/TeamName": "TestTeam", + "Designer": "Tester", + }, + "ProjectTitle": "Test Project", + "Subtitle": "", + "JobNumber": "1", + "AdditionalComments": "No comments", + "Client": "Test Client", + } + + def _dummy_input_values(self): + # Minimal placeholder payload; actual fields are validated + # by the underlying desktop module. These tests only assert + # that the endpoints are wired and return a JSON response. + return {"dummy": True} + + def test_legacy_generate_initial_endpoint_available(self): + """ + Ensure the legacy /api/report/generate-initial/ endpoint is retired. + """ + pass + + def test_slug_generate_initial_endpoint_shear_exists(self): + """ + Ensure the slug-based shear-connection report endpoint is wired. + """ + payload = { + "metadata": self._dummy_metadata(), + "input_values": self._dummy_input_values(), + "design_status": True, + "logs": [], + } + response = self.client.post( + "/api/modules/shear-connection/fin-plate/report/generate-initial/", + data=payload, + format="json", + ) + # Endpoint should exist; body should be JSON/dict + assert response.status_code in (202, 200, 400, 500) + assert isinstance(response.data, dict) + + diff --git a/backend/apps/core/api/modules/__init__.py b/backend/apps/core/api/modules/__init__.py new file mode 100644 index 000000000..3e65ec34f --- /dev/null +++ b/backend/apps/core/api/modules/__init__.py @@ -0,0 +1,9 @@ +""" +Module Discovery APIs +""" +from .modules_api import GetModules + +__all__ = [ + 'GetModules', +] + diff --git a/osdag/web_api/modules_api.py b/backend/apps/core/api/modules/modules_api.py similarity index 77% rename from osdag/web_api/modules_api.py rename to backend/apps/core/api/modules/modules_api.py index 1ac2331cf..71461eced 100644 --- a/osdag/web_api/modules_api.py +++ b/backend/apps/core/api/modules/modules_api.py @@ -9,7 +9,10 @@ from django.views import View from django.views.decorators.csrf import csrf_exempt from django.utils.decorators import method_decorator -from osdag_api import module_dict +# Use the new `apps.core.module_finder` which exposes `module_dict` and +# `developed_modules`. The module_finder implementation already falls back +# to the legacy `osdag_api` where necessary, so import that single source. +from apps.core.module_finder import module_dict, developed_modules import json import typing @@ -24,10 +27,8 @@ class GetModules(View): Returns all developed modules in json format. """ def get(self,request: HttpRequest) -> HttpResponse: - if request.COOKIES.get("fin_plate_connection_session") is not None: # Error Checking: Already editing design. - return HttpResponse("Error: Already editing module", status=400) # Returns error response. module_data = json.dumps(module_dict) # Convert module data to json. response = HttpResponse(status=200) # Status code 200 - success. response["content-type"] = "application/json" # Set content-type header to json. response.write(module_data) # Write module data to http response body. - return response \ No newline at end of file + return response diff --git a/backend/apps/core/api/projects/__init__.py b/backend/apps/core/api/projects/__init__.py new file mode 100644 index 000000000..28229e8b9 --- /dev/null +++ b/backend/apps/core/api/projects/__init__.py @@ -0,0 +1,11 @@ +""" +Project Management APIs +""" +from .project_api import ProjectAPI, ProjectDetailAPI, ProjectByNameAPI +from .osi_api import SaveOsiFromInputs, OpenOsiUpload, OpenOsiById, ModuleRoutes, ProjectOsiDownload + +__all__ = [ + 'ProjectAPI', 'ProjectDetailAPI', 'ProjectByNameAPI', + 'SaveOsiFromInputs', 'OpenOsiUpload', 'OpenOsiById', 'ModuleRoutes', 'ProjectOsiDownload', +] + diff --git a/backend/apps/core/api/projects/osi_api.py b/backend/apps/core/api/projects/osi_api.py new file mode 100644 index 000000000..909a1b57f --- /dev/null +++ b/backend/apps/core/api/projects/osi_api.py @@ -0,0 +1,152 @@ +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from rest_framework.permissions import AllowAny, IsAuthenticated +from apps.core.permissions import IsEmailVerified, IsEmailVerifiedIfAuthenticated +from rest_framework.parsers import MultiPartParser, FormParser +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator +from django.http import JsonResponse +from django.core.files.base import ContentFile + +from apps.core.models import OsiFile +from apps.core.serializers import OsiFileSerializer +from apps.core.utils.osi_files import build_osi_payload, make_osifile_contentfile, parse_osi +from apps.core.models import Project + + +@method_decorator(csrf_exempt, name='dispatch') +class SaveOsiFromInputs(APIView): + permission_classes = [IsEmailVerifiedIfAuthenticated] # Allow guests to generate OSI, but require verified email if logged in + + def post(self, request): + try: + name = request.data.get('name') + module_id = request.data.get('module_id') + inputs = request.data.get('inputs') + + payload = build_osi_payload(name=name, module_id=module_id, inputs=inputs or {}) + + import base64 + content_file = make_osifile_contentfile(payload) + content_bytes = content_file.read() + content_base64 = base64.b64encode(content_bytes).decode('ascii') + safe_name = (name or 'project').replace(' ', '_')[:50] + filename = f"{safe_name}_{module_id}.osi" + + return JsonResponse({ + 'success': True, + 'is_guest': True, + 'filename': filename, + 'content_base64': content_base64, + 'message': 'OSI file generated. Download available.' + }, safe=False, status=200) + except Exception as e: + print('Error in SaveOsiFromInputs:', e) + return JsonResponse({'success': False, 'error': str(e)}, safe=False, status=400) + + +@method_decorator(csrf_exempt, name='dispatch') +class OpenOsiUpload(APIView): + # Allow OSI load without auth so inputs can be populated directly + permission_classes = [AllowAny] + parser_classes = (MultiPartParser, FormParser) + + def post(self, request): + try: + # Optional policy: guests may open uploads read-only; configurable. For now allow. + uploaded = request.FILES.get('file') + if not uploaded: + return JsonResponse({'success': False, 'error': 'No file provided under field "file"'}, safe=False, status=400) + + content = uploaded.read().decode('utf-8', errors='replace') + module_id, name, inputs = parse_osi(content) + # Map to new response contract as well + mapped = { + 'success': True, + 'module_id': module_id, + 'name': name, + 'inputs': inputs, + 'module': None, + 'submodule': module_id, + 'inputs_json': inputs, + } + return JsonResponse(mapped, safe=False) + except Exception as e: + print('Error in OpenOsiUpload:', e) + return JsonResponse({'success': False, 'error': str(e)}, safe=False, status=400) + + +@method_decorator(csrf_exempt, name='dispatch') +class OpenOsiById(APIView): + permission_classes = [IsEmailVerified] + + def get(self, request, osifile_id): + try: + osifile = OsiFile.objects.get(id=osifile_id) + # permission: only owner can read if owner_email set + owner_email = osifile.owner_email + requester_email = getattr(request.user, 'email', None) + if not requester_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + requester_email = request.auth.get('email') + if owner_email and requester_email != owner_email: + return JsonResponse({'success': False, 'error': 'Access denied'}, safe=False, status=403) + content = osifile.file.read().decode('utf-8', errors='replace') + module_id, name, inputs = parse_osi(content) + return JsonResponse({'success': True, 'module_id': module_id, 'name': name, 'inputs': inputs, 'module': None, 'submodule': module_id, 'inputs_json': inputs, 'url': osifile.file.url}, safe=False) + except OsiFile.DoesNotExist: + return JsonResponse({'success': False, 'error': 'OSI file not found'}, safe=False, status=404) + except Exception as e: + print('Error in OpenOsiById:', e) + return JsonResponse({'success': False, 'error': str(e)}, safe=False, status=400) + + +@method_decorator(csrf_exempt, name='dispatch') +class ModuleRoutes(APIView): + def get(self, request): + # central mapping (backend source of truth) used by frontend to route modules + routes = { + 'fp': '/design/connections/shear/fin_plate', + 'ca': '/design/connections/shear/cleat_angle', + 'ep': '/design/connections/shear/end_plate', + 'sa': '/design/connections/shear/seatAngle', + 'cpb': '/design/connections/beam-to-beam-splice/cover_plate_bolted', + 'cpw': '/design/connections/beam-to-beam-splice/cover_plate_welded', + 'boltedtoendplate': '/design/tension-member/bolted_to_end_gusset', + 'ssb': '/design/FlexureMember/simply_supported_beam', + } + return JsonResponse({'success': True, 'routes': routes}, safe=False) + + +@method_decorator(csrf_exempt, name='dispatch') +class ProjectOsiDownload(APIView): + permission_classes = [IsEmailVerified] + + def get(self, request, project_id): + try: + # Determine requester email + requester_email = getattr(request.user, 'email', None) + if not requester_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + requester_email = request.auth.get('email') + + project = Project.objects.get(id=project_id, user_email=requester_email) + + inputs = getattr(project, 'inputs_json', None) or {} + module_id = getattr(project, 'submodule', None) or getattr(project, 'module', None) or 'FinPlateConnection' + + payload = build_osi_payload(name=project.name or 'project', module_id=module_id, inputs=inputs) + content_file = make_osifile_contentfile(payload) + + safe_name = (project.name or 'project').replace(' ', '_')[:50] + filename = f"{safe_name}.osi" + + from django.http import HttpResponse + resp = HttpResponse(content_file.read(), content_type='text/plain') + resp['Content-Disposition'] = f'attachment; filename="{filename}"' + return resp + except Project.DoesNotExist: + return JsonResponse({'success': False, 'error': 'Project not found or access denied'}, safe=False, status=404) + except Exception as e: + print('Error generating OSI for project:', e) + return JsonResponse({'success': False, 'error': str(e)}, safe=False, status=400) + diff --git a/backend/apps/core/api/projects/project_api.py b/backend/apps/core/api/projects/project_api.py new file mode 100644 index 000000000..63b6fb336 --- /dev/null +++ b/backend/apps/core/api/projects/project_api.py @@ -0,0 +1,333 @@ +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from rest_framework.permissions import IsAuthenticated +from django.views.decorators.csrf import csrf_exempt +from django.utils.decorators import method_decorator +from django.http import JsonResponse +from apps.core.models import Project +from apps.core.permissions import IsEmailVerified +import json +from django.db.models import Q + +@method_decorator(csrf_exempt, name='dispatch') +class ProjectAPI(APIView): + """API for managing user projects""" + permission_classes = [IsEmailVerified] + + def get(self, request): + """Get user-specific projects (for recent projects list)""" + try: + # if not request.user or not request.user.is_authenticated: + # return JsonResponse({'success': False, 'error': 'Authentication required'}, safe=False, status=401) + + # Disallow guest users from listing projects (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot access projects'}, safe=False, status=403) + + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + search_query = request.GET.get('q', '').strip() + projects_query = Project.objects.filter(user_email=user_email) + + if search_query: + projects_query = projects_query.filter( + Q(name__icontains=search_query) | + Q(module__icontains=search_query) | + Q(submodule__icontains=search_query) + ) + # If searching, we might want to return more than 10 + projects = projects_query.order_by('-updated_at')[:20] + else: + # Default recent projects behavior + projects = projects_query.order_by('-updated_at')[:10] + + print(f"Found {projects.count()} projects for user {user_email}") + + project_list = [] + for project in projects: + project_list.append({ + 'id': project.id, + 'name': project.name, + 'module': getattr(project, 'module', None), + 'submodule': getattr(project, 'submodule', None), + 'created_at': project.created_at.isoformat(), + 'updated_at': project.updated_at.isoformat(), + }) + + print(f"Returning {len(project_list)} projects") + return JsonResponse({ + 'success': True, + 'projects': project_list + }, safe=False) + + except Exception as e: + print(f"Error getting projects: {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + + def post(self, request): + """Create a new project""" + try: + # Disallow guest users from creating projects (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot create projects'}, safe=False, status=403) + + data = request.data + print(f"Creating project with data: {data}") + + # Validate required fields + required_fields = ['name'] + for field in required_fields: + if field not in data: + return JsonResponse({ + 'success': False, + 'error': f'Missing required field: {field}' + }, safe=False, status=400) + + # Determine user email from authenticated user or JWT claims + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + if not user_email: + return JsonResponse({'success': False, 'error': 'Authenticated user email not found'}, safe=False, status=400) + + # Create new project with user email + project = Project.objects.create( + name=data['name'], + module=data.get('module'), + submodule=data.get('submodule') or data.get('module_id'), + inputs_json=data.get('inputs_json'), + outputs_json=data.get('outputs_json'), + user_email=user_email + ) + + return JsonResponse({ + 'success': True, + 'project_id': project.id, + 'message': 'Project created successfully' + }, safe=False, status=201) + + except Exception as e: + print(f"Error creating project: {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + +@method_decorator(csrf_exempt, name='dispatch') +class ProjectDetailAPI(APIView): + """API for individual project operations""" + permission_classes = [IsEmailVerified] + + def get(self, request, project_id): + """Get a specific project""" + try: + # if not request.user or not request.user.is_authenticated: + # return JsonResponse({'success': False, 'error': 'Authentication required'}, safe=False, status=401) + # Disallow guest users from reading projects (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot access projects'}, safe=False, status=403) + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + # Get project and verify ownership + project = Project.objects.get(id=project_id, user_email=user_email) + print(f"Found project: {project.name}") + + return JsonResponse({ + 'success': True, + 'project': { + 'id': project.id, + 'name': project.name, + 'module': getattr(project, 'module', None), + 'submodule': getattr(project, 'submodule', None), + 'inputs_json': getattr(project, 'inputs_json', None), + 'outputs_json': getattr(project, 'outputs_json', None), + 'created_at': project.created_at.isoformat(), + 'updated_at': project.updated_at.isoformat() + } + }, safe=False) + + except Project.DoesNotExist: + print(f"Project {project_id} not found or access denied") + return JsonResponse({ + 'success': False, + 'error': 'Project not found or access denied' + }, safe=False, status=404) + except Exception as e: + print(f"Error getting project {project_id}: {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + + def put(self, request, project_id): + """Update project data (name, inputs_json, osi_file_path)""" + try: + # Disallow guest users from updating projects (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot update projects'}, safe=False, status=403) + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + print(f"Project API PUT - Project ID: {project_id}, User email: {user_email}") + print(f"Request data: {request.data}") + + # Get project and verify ownership + project = Project.objects.get(id=project_id, user_email=user_email) + data = request.data + + print(f"Found project: {project.name}") + print(f"Updating with data: {data}") + + # Update fields if provided + if 'name' in data: + project.name = data['name'] + if 'module' in data: + project.module = data['module'] + if 'submodule' in data or 'module_id' in data: + project.submodule = data.get('submodule') or data.get('module_id') + if 'inputs_json' in data: + project.inputs_json = data['inputs_json'] + if 'outputs_json' in data: + project.outputs_json = data['outputs_json'] + + project.save() + print(f"Project {project_id} updated successfully") + + return JsonResponse({ + 'success': True, + 'message': 'Project updated successfully' + }, safe=False) + + except Project.DoesNotExist: + print(f"Project {project_id} not found or access denied") + return JsonResponse({ + 'success': False, + 'error': 'Project not found or access denied' + }, safe=False, status=404) + except Exception as e: + print(f"Error updating project {project_id}: {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + + def delete(self, request, project_id): + """Delete a project""" + try: + # if not request.user or not request.user.is_authenticated: + # return JsonResponse({'success': False, 'error': 'Authentication required'}, safe=False, status=401) + # Disallow guest users from deleting projects (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot delete projects'}, safe=False, status=403) + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + # Get project and verify ownership + project = Project.objects.get(id=project_id, user_email=user_email) + project.delete() + + return JsonResponse({ + 'success': True, + 'message': 'Project deleted successfully' + }, safe=False) + + except Project.DoesNotExist: + return JsonResponse({ + 'success': False, + 'error': 'Project not found or access denied' + }, safe=False, status=404) + except Exception as e: + print(f"Error deleting project {project_id}: {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + +@method_decorator(csrf_exempt, name='dispatch') +class ProjectByNameAPI(APIView): + """API for finding and updating projects by name""" + permission_classes = [IsEmailVerified] + + def get(self, request, project_name): + """Get a specific project by name""" + try: + # if not request.user or not request.user.is_authenticated: + # return JsonResponse({'success': False, 'error': 'Authentication required'}, safe=False, status=401) + # Disallow guest users from reading projects by name (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot access projects'}, safe=False, status=403) + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + # Get project by name and verify ownership + project = Project.objects.get(name=project_name, user_email=user_email) + print(f"Found project: {project.name}") + + return JsonResponse({ + 'success': True, + 'data': { + 'id': project.id, + 'name': project.name, + 'created_at': project.created_at.isoformat(), + 'updated_at': project.updated_at.isoformat() + } + }, safe=False) + + except Project.DoesNotExist: + print(f"Project '{project_name}' not found or access denied") + return JsonResponse({ + 'success': False, + 'error': 'Project not found or access denied' + }, safe=False, status=404) + except Exception as e: + print(f"Error getting project '{project_name}': {e}") + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) + + def put(self, request, project_name): + """Update project data (name, osi_file_path) by name""" + try: + # if not request.user or not request.user.is_authenticated: + # return JsonResponse({'success': False, 'error': 'Authentication required'}, safe=False, status=401) + # Disallow guest users from updating projects by name (guests don't send authentication tokens) + if not (hasattr(request, 'user') and request.user.is_authenticated): + return JsonResponse({'success': False, 'error': 'Guest users cannot update projects'}, safe=False, status=403) + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + + # Get project and verify ownership by name + project = Project.objects.get(name=project_name, user_email=user_email) + data = request.data + + # Update fields if provided + if 'name' in data: + project.name = data['name'] + project.save() + return JsonResponse({ + 'success': True, + 'message': 'Project updated successfully' + }, safe=False) + except Project.DoesNotExist: + return JsonResponse({ + 'success': False, + 'error': 'Project not found or access denied' + }, safe=False, status=404) + except Exception as e: + return JsonResponse({ + 'success': False, + 'error': str(e) + }, safe=False, status=400) diff --git a/backend/apps/core/apps.py b/backend/apps/core/apps.py new file mode 100644 index 000000000..5a4271a89 --- /dev/null +++ b/backend/apps/core/apps.py @@ -0,0 +1,27 @@ +from django.apps import AppConfig + + +class OsdagConfig(AppConfig): + default_auto_field = 'django.db.models.BigAutoField' + name = 'apps.core' + + def ready(self): + # Register signals + import apps.core.signals # noqa + + try: + from osdag_core.design_type.main import Main + from apps.core.main_registry import WebMainRegistry + + original_init = Main.__init__ + + def patched_init(self, *args, **kwargs): + original_init(self, *args, **kwargs) + WebMainRegistry.record(self) + + Main.__init__ = patched_init + print("[Osdag Config] Successfully patched osdag_core Main.__init__") + except Exception as e: + import traceback + print(f"[Osdag Config] Failed to patch Main.__init__: {e}") + traceback.print_exc() diff --git a/backend/apps/core/constants.py b/backend/apps/core/constants.py new file mode 100644 index 000000000..67ac595b1 --- /dev/null +++ b/backend/apps/core/constants.py @@ -0,0 +1,46 @@ +""" +Centralized constants for module slug-to-ID mappings. + +All module slug ā†’ report module_id mappings are defined here +so they can be reused across views without duplication. +""" + +REPORT_MODULE_ID_MAP = { + # Shear Connection + "fin-plate": "FinPlateConnection", + "cleat-angle": "CleatAngleConnection", + "end-plate": "EndPlateConnection", + "seated-angle": "Seated-Angle-Connection", + + # Moment Connection + "beam-beam-cover-plate-bolted": "Beam-to-Beam-Cover-Plate-Bolted-Connection", + "beam-beam-cover-plate-welded": "Beam-to-Beam-Cover-Plate-Welded-Connection", + "beam-beam-end-plate": "Beam-Beam-End-Plate-Connection", + "beam-column-end-plate": "Beam-to-Column-End-Plate-Connection", + "column-column-cover-plate-bolted": "Column-to-Column-Cover-Plate-Bolted-Connection", + "column-column-cover-plate-welded": "Column-to-Column-Cover-Plate-Welded-Connection", + "column-column-end-plate": "Column-to-Column-End-Plate-Connection", + + # Tension Member + "bolted": "Tension-Member-Bolted-Design", + "welded": "Tension-Member-Welded-Design", + + # Simple Connection + "butt-joint-bolted": "ButtJointBolted", + "butt-joint-welded": "ButtJointWelded", + "lap-joint-bolted": "LapJointBolted", + "lap-joint-welded": "LapJointWelded", + + # Compression Member + "struts-bolted": "Struts-Bolted-Design", + "struts-welded": "Struts-Welded-Design", + "axially-loaded-column": "Axially-Loaded-Column", + + # Flexure Member + "simply-supported-beam": "Simply-Supported-Beam", + "purlin": "Purlin", +} + + +def get_report_module_id(slug): + return REPORT_MODULE_ID_MAP.get(slug) diff --git a/backend/apps/core/consumers.py b/backend/apps/core/consumers.py new file mode 100644 index 000000000..afa0013ee --- /dev/null +++ b/backend/apps/core/consumers.py @@ -0,0 +1,212 @@ +import json +import threading +import time +import os +import logging + +from channels.generic.websocket import AsyncWebsocketConsumer, AsyncJsonWebsocketConsumer +from channels.db import database_sync_to_async +from asgiref.sync import sync_to_async +from celery.result import AsyncResult + +logger = logging.getLogger(__name__) + +# ā”€ā”€ā”€ Shared active-connection counter (atomic via threading.Lock) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +_active_ws_lock = threading.Lock() +_active_ws_count = 0 # live gauge: total open WS connections across all workers + +INFLUXDB_BUCKET = os.getenv("INFLUXDB_BUCKET", "osdag_metrics") +INFLUXDB_ORG = os.getenv("INFLUXDB_ORG", "osdag") + + +@database_sync_to_async +def _check_task_status_sync(task_id: str): + """Query Celery result backend synchronously in a thread pool.""" + task_result = AsyncResult(task_id) + if task_result.ready(): + state = task_result.status + result_val = None + error_val = None + if task_result.successful(): + result_val = task_result.result + else: + error_val = str(task_result.result) + return { + "ready": True, + "status": state, + "result": result_val, + "error": error_val + } + return {"ready": False} + + +def _write_ws_point_sync(event: str, task_id: str, channel_name: str, + active_count: int, close_code: int = 0): + """Synchronous InfluxDB write ā€” runs in a daemon thread.""" + url = os.getenv("INFLUXDB_URL", "http://influxdb:8086") + token = os.getenv("INFLUXDB_TOKEN", "osdag-super-secret-token") + try: + from influxdb_client import InfluxDBClient, Point, WritePrecision + from influxdb_client.client.write_api import SYNCHRONOUS + with InfluxDBClient(url=url, token=token, org=INFLUXDB_ORG) as client: + write_api = client.write_api(write_options=SYNCHRONOUS) + p = ( + Point("osdag_websockets") + .tag("event", event) # "connect" | "disconnect" + .tag("task_id", task_id[:40]) # truncate long UUIDs + .tag("close_code", str(close_code)) + .field("active_connections", int(active_count)) + .field("count", 1) + .time(time.time_ns(), WritePrecision.NANOSECONDS) + ) + write_api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=p) + except Exception as exc: + logger.debug("[WSMetrics] write failed: %s", exc) + + +def _fire_ws_metric(event: str, task_id: str, channel_name: str, + active_count: int, close_code: int = 0): + """Start a daemon thread so we never block the async event loop.""" + threading.Thread( + target=_write_ws_point_sync, + args=(event, task_id, channel_name, active_count, close_code), + daemon=True, + ).start() + + +class TaskStatusConsumer(AsyncWebsocketConsumer): + async def connect(self): + global _active_ws_count + + self.task_id = self.scope['url_route']['kwargs']['task_id'] + self.group_name = f"task_{self.task_id}" + + # Join the task group + await self.channel_layer.group_add( + self.group_name, + self.channel_name + ) + await self.accept() + + # ā”€ā”€ Track active connections ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + with _active_ws_lock: + _active_ws_count += 1 + current_count = _active_ws_count + + _fire_ws_metric( + event="connect", + task_id=self.task_id, + channel_name=self.channel_name, + active_count=current_count, + ) + logger.debug("[WSMetrics] connect: task=%s active=%d", self.task_id, current_count) + + # Check if the task is already completed (race condition mitigation) + status_data = await _check_task_status_sync(self.task_id) + if status_data["ready"]: + await self.send(text_data=json.dumps({ + "status": status_data["status"], + "result": status_data["result"], + "error": status_data["error"], + })) + + async def disconnect(self, close_code): + global _active_ws_count + + # Leave the task group + await self.channel_layer.group_discard( + self.group_name, + self.channel_name + ) + + # ā”€ā”€ Track active connections ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + with _active_ws_lock: + _active_ws_count = max(0, _active_ws_count - 1) + current_count = _active_ws_count + + _fire_ws_metric( + event="disconnect", + task_id=self.task_id, + channel_name=self.channel_name, + active_count=current_count, + close_code=close_code, + ) + logger.debug("[WSMetrics] disconnect: task=%s code=%s active=%d", + self.task_id, close_code, current_count) + + # Receive message from task group and forward it to WebSocket client + async def task_update(self, event): + await self.send(text_data=json.dumps({ + "status": event["status"], + "result": event.get("result"), + "error": event.get("error"), + })) + + +class PSOOptimizationConsumer(AsyncJsonWebsocketConsumer): + """ + WebSocket consumer for real-time Plate Girder PSO optimization. + + Receives start_optimization requests, dispatches the heavy work to a Celery + task, forwards streamed particle/heartbeat/completion updates back to the + client, and revokes the running task on disconnect to avoid zombie tasks. + """ + + def __init__(self, *args, **kwargs): + super().__init__(*args, **kwargs) + self.task_id = None + + async def connect(self): + logger.info(f"PSO WebSocket connecting: {self.channel_name}") + await self.accept() + + async def disconnect(self, close_code): + logger.info(f"PSO WebSocket disconnected: {self.channel_name}, code: {close_code}") + if self.task_id: + logger.warning(f"Disconnect detected. Revoking task {self.task_id} to prevent zombie task") + try: + from config.celery import app + + def revoke_task(): + app.control.revoke(self.task_id, terminate=True) + + await sync_to_async(revoke_task)() + except Exception as e: + logger.error(f"Error revoking task {self.task_id}: {e}") + + async def receive_json(self, content): + message_type = content.get('type') + + if message_type == 'start_optimization': + input_data = content.get('data', {}) + from apps.modules.flexure_member.submodules.plate_girder.tasks import run_pso_optimization + try: + task_result = run_pso_optimization.delay(self.channel_name, input_data) + self.task_id = task_result.id + logger.info(f"PSO Celery task triggered: {self.task_id}") + await self.send_json({ + 'type': 'task_started', + 'data': {'task_id': self.task_id, 'channel_name': self.channel_name} + }) + except Exception as e: + logger.error(f"Error triggering PSO task: {e}") + await self.send_json({ + 'type': 'error', + 'data': {'message': f'Failed to start optimization: {str(e)}'} + }) + else: + logger.warning(f"Unknown message type: {message_type}") + + async def pso_update(self, event): + await self.send_json({'type': 'pso_update', 'data': event.get('data', {})}) + + async def pso_complete(self, event): + self.task_id = None + await self.send_json({'type': 'pso_complete', 'data': event.get('data', {})}) + + async def pso_heartbeat(self, event): + await self.send_json({'type': 'pso_heartbeat', 'data': event.get('data', {})}) + + async def pso_error(self, event): + self.task_id = None + await self.send_json({'type': 'pso_error', 'data': event.get('data', {})}) diff --git a/osdag/data/design_types.py b/backend/apps/core/data/design_types.py similarity index 100% rename from osdag/data/design_types.py rename to backend/apps/core/data/design_types.py diff --git a/backend/apps/core/main_registry.py b/backend/apps/core/main_registry.py new file mode 100644 index 000000000..765e18e03 --- /dev/null +++ b/backend/apps/core/main_registry.py @@ -0,0 +1,21 @@ +import threading + +class WebMainRegistry: + _thread_local = threading.local() + + @classmethod + def start_recording(cls): + cls._thread_local.recorded = [] + cls._thread_local.is_recording = True + + @classmethod + def stop_recording(cls): + cls._thread_local.is_recording = False + res = getattr(cls._thread_local, 'recorded', []) + cls._thread_local.recorded = [] + return res + + @classmethod + def record(cls, instance): + if getattr(cls._thread_local, 'is_recording', False): + cls._thread_local.recorded.append(instance) diff --git a/backend/apps/core/middleware/__init__.py b/backend/apps/core/middleware/__init__.py new file mode 100644 index 000000000..119f268a2 --- /dev/null +++ b/backend/apps/core/middleware/__init__.py @@ -0,0 +1,2 @@ +# Middleware package + diff --git a/backend/apps/core/middleware/firebase_auth.py b/backend/apps/core/middleware/firebase_auth.py new file mode 100644 index 000000000..3a771d280 --- /dev/null +++ b/backend/apps/core/middleware/firebase_auth.py @@ -0,0 +1,141 @@ +""" +Firebase Authentication Middleware for Django REST Framework +Verifies Firebase tokens and syncs users to Django User model +""" + +import hashlib +import time +from firebase_admin import auth as firebase_auth +from django.contrib.auth.models import User +from django.core.cache import cache +from rest_framework.authentication import BaseAuthentication +from rest_framework.exceptions import AuthenticationFailed + + +class FirebaseAuthentication(BaseAuthentication): + """ + Custom authentication class for Firebase tokens. + Verifies Firebase ID tokens and syncs users to Django User model. + """ + + def authenticate_header(self, request): + """ + Return Bearer to trigger 401 Unauthorized instead of 403 Forbidden + when authentication fails. + """ + return 'Bearer' + + def authenticate(self, request): + """ + Authenticate request using Firebase token. + + Returns: + tuple: (user, None) if authenticated, None otherwise + """ + auth_header = request.META.get('HTTP_AUTHORIZATION', '') + + if not auth_header.startswith('Bearer '): + return None + + token = auth_header.split('Bearer ')[1] + + if not token: + return None + + # Compute a fast cache key based on a hash of the token + token_hash = hashlib.sha256(token.encode('utf-8')).hexdigest() + cache_key = f"firebase_token:{token_hash}" + + # Check cache first + cached_data = cache.get(cache_key) + if cached_data: + uid = cached_data.get('uid') + email = cached_data.get('email') + email_verified = cached_data.get('email_verified', False) + + # Retrieve the corresponding Django user + user = User.objects.filter(username=uid).first() + if user: + if not user.is_active: + raise AuthenticationFailed('User account is disabled.') + # Attach Firebase metadata to request for use in views + request.firebase_uid = uid + request.email_verified = email_verified + return (user, None) + + # Cache miss or user not found in local DB -> perform standard validation + try: + # Verify Firebase token + decoded = firebase_auth.verify_id_token(token) + uid = decoded.get('uid') + email = decoded.get('email') + email_verified = decoded.get('email_verified', False) + exp = decoded.get('exp', 0) + + if not uid: + raise AuthenticationFailed('Invalid token: missing UID') + + # Sync to Django User (use Firebase UID as username) + user, created = User.objects.get_or_create( + username=uid, + defaults={ + 'email': email or '', + } + ) + + if not user.is_active: + raise AuthenticationFailed('User account is disabled.') + + # Update email if changed + if email and user.email != email: + user.email = email + user.save() + + # Sync UserAccount if it doesn't exist (for backward compatibility) + from apps.core.models import UserAccount + user_account, _ = UserAccount.objects.get_or_create( + username=uid, + defaults={ + 'user': user, + 'email': email or '', + } + ) + + # Update UserAccount if user link is missing or email changed + needs_save = False + if not user_account.user: + user_account.user = user + needs_save = True + if email and user_account.email != email: + user_account.email = email + needs_save = True + if user_account.user != user: + user_account.user = user + needs_save = True + + if needs_save: + user_account.save() + + # Attach Firebase metadata to request for use in views + request.firebase_uid = uid + request.email_verified = email_verified + + # Cache the successful validation result matching the token's lifetime + current_time = int(time.time()) + timeout = max(0, exp - current_time) + if timeout > 0: + cache.set(cache_key, { + 'uid': uid, + 'email': email, + 'email_verified': email_verified + }, timeout=timeout) + + return (user, None) + + except firebase_auth.InvalidIdTokenError: + raise AuthenticationFailed('Invalid Firebase token') + except firebase_auth.ExpiredIdTokenError: + raise AuthenticationFailed('Firebase token has expired') + except Exception as e: + raise AuthenticationFailed(f'Authentication failed: {str(e)}') + diff --git a/backend/apps/core/middleware/metrics_middleware.py b/backend/apps/core/middleware/metrics_middleware.py new file mode 100644 index 000000000..c4c2d183a --- /dev/null +++ b/backend/apps/core/middleware/metrics_middleware.py @@ -0,0 +1,156 @@ +""" +Osdag-web InfluxDB Metrics Middleware +====================================== +Captures every Django HTTP request and writes a data point to InfluxDB with: + - path, method, HTTP status code + - duration in milliseconds + - module/submodule tags extracted from the URL path + - user email (if authenticated) as a tag for per-user analysis + +Measurement: osdag_requests + +Design-click paths currently tracked: + /api/design/ ā†’ tagged as design_event=True + /api/tasks// ā†’ task status polls + Any other /api/ ā†’ generic API call + +The write is done in a fire-and-forget background thread to avoid +adding any latency to the actual response. +""" + +import time +import threading +import logging +import os +import re + +logger = logging.getLogger(__name__) + +# ā”€ā”€ā”€ Lazy InfluxDB client (initialised once on first request) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +_influx_write_api = None +_influx_lock = threading.Lock() + +INFLUXDB_BUCKET = os.getenv("INFLUXDB_BUCKET", "osdag_metrics") +INFLUXDB_ORG = os.getenv("INFLUXDB_ORG", "osdag") + + +def _get_write_api(): + global _influx_write_api + if _influx_write_api is not None: + return _influx_write_api + with _influx_lock: + if _influx_write_api is not None: + return _influx_write_api + url = os.getenv("INFLUXDB_URL", "http://influxdb:8086") + token = os.getenv("INFLUXDB_TOKEN", "osdag-super-secret-token") + try: + from influxdb_client import InfluxDBClient + from influxdb_client.client.write_api import ASYNCHRONOUS + client = InfluxDBClient(url=url, token=token, org=INFLUXDB_ORG) + _influx_write_api = client.write_api(write_options=ASYNCHRONOUS) + logger.info("[InfluxMetrics] Connected to InfluxDB at %s", url) + except Exception as exc: + logger.warning("[InfluxMetrics] Could not connect to InfluxDB: %s", exc) + _influx_write_api = None + return _influx_write_api + +_DESIGN_PATTERNS = [ + (re.compile(r"^/api/([^/]+)/([^/]+)/design"), "design_calculation"), + (re.compile(r"^/api/tasks/([^/]+)/"), "task_poll"), + (re.compile(r"^/api/design/cad"), "cad_generation"), + (re.compile(r"^/api/design/downloadCad"), "cad_download"), + (re.compile(r"^/api/projects/"), "project_api"), + (re.compile(r"^/api/report/"), "report_api"), + (re.compile(r"^/api/design-preferences/"), "design_preferences"), +] + +_MODULE_SLUG_RE = re.compile( + r"^/api/(shear-connection|moment-connection|tension-member|flexure-member|" + r"base-plate|compression-member)/([^/]+)/" +) + + +def _extract_tags(path: str): + """Return (module, submodule, event_type) strings from the request path.""" + m = _MODULE_SLUG_RE.match(path) + if m: + return m.group(1), m.group(2), "design_calculation" + + for pattern, event_type in _DESIGN_PATTERNS: + if pattern.match(path): + return "unknown", "unknown", event_type + + return "unknown", "unknown", "other" + + +# ā”€ā”€ā”€ Middleware ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +class InfluxMetricsMiddleware: + """ + WSGI/ASGI compatible middleware. + Add to settings.MIDDLEWARE (after CorsMiddleware, before SilkyMiddleware). + """ + + def __init__(self, get_response): + self.get_response = get_response + + def __call__(self, request): + start = time.perf_counter() + response = self.get_response(request) + duration_ms = (time.perf_counter() - start) * 1000.0 + + # Skip non-API paths and static/silk/admin noise + path = request.path + if not path.startswith("/api/") and not path.startswith("/osdag-web/"): + return response + + # Skip silk profiling endpoints themselves + if path.startswith("/silk/"): + return response + + # Fire & forget ā€” never block the response + threading.Thread( + target=self._write_point, + args=(request, response.status_code, duration_ms), + daemon=True, + ).start() + + return response + + def _write_point(self, request, status_code: int, duration_ms: float): + write_api = _get_write_api() + if write_api is None: + return + try: + from influxdb_client import Point, WritePrecision + import time as _time + + path = request.path + method = request.method + module, submodule, event_type = _extract_tags(path) + + # Try to get user email from Firebase auth header or request.user + user_email = "anonymous" + try: + if hasattr(request, "user") and request.user and request.user.is_authenticated: + user_email = getattr(request.user, "email", "authenticated") + elif "HTTP_X_USER_EMAIL" in request.META: + user_email = request.META["HTTP_X_USER_EMAIL"] + except Exception: + pass + + p = ( + Point("osdag_requests") + .tag("method", method) + .tag("path", path[:120]) # truncate very long paths + .tag("status_code", str(status_code)) + .tag("module", module) + .tag("submodule", submodule) + .tag("event_type", event_type) + .tag("user_email", user_email) + .field("duration_ms", float(duration_ms)) + .field("count", 1) + .time(_time.time_ns(), WritePrecision.NANOSECONDS) + ) + write_api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=p) + except Exception as exc: + logger.debug("[InfluxMetrics] Write failed: %s", exc) diff --git a/backend/apps/core/migrations/0001_initial.py b/backend/apps/core/migrations/0001_initial.py new file mode 100644 index 000000000..e1d919e9a --- /dev/null +++ b/backend/apps/core/migrations/0001_initial.py @@ -0,0 +1,391 @@ +# Generated by Django 4.2.21 on 2025-06-19 15:14 + +import django.contrib.postgres.fields +from django.db import migrations, models + + +class Migration(migrations.Migration): + + initial = True + + dependencies = [ + ] + + operations = [ + migrations.CreateModel( + name='Anchor_Bolt', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Diameter', models.TextField()), + ], + options={ + 'db_table': 'Anchor_Bolt', + }, + ), + migrations.CreateModel( + name='Angle_Pitch', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Nominal_Leg', models.IntegerField()), + ('Max_Bolt_Dia', models.IntegerField()), + ('Bolt_lines', models.IntegerField()), + ('S1', models.IntegerField(null=True)), + ('S2', models.IntegerField(null=True)), + ('S3', models.IntegerField(null=True)), + ], + options={ + 'db_table': 'Angle_Pitch', + }, + ), + migrations.CreateModel( + name='Angles', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('a', models.DecimalField(decimal_places=2, max_digits=10)), + ('b', models.DecimalField(decimal_places=2, max_digits=10)), + ('t', models.DecimalField(decimal_places=2, max_digits=10)), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Alpha', models.DecimalField(decimal_places=2, max_digits=10)), + ('lumax', models.DecimalField(decimal_places=2, max_digits=10)), + ('lvmin', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('rumax', models.DecimalField(decimal_places=2, max_digits=10)), + ('rvmin', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('It', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=100)), + ('Type', models.CharField(max_length=100, null=True)), + ], + options={ + 'db_table': 'Angles', + }, + ), + migrations.CreateModel( + name='Beams', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('D', models.DecimalField(decimal_places=2, max_digits=10)), + ('B', models.DecimalField(decimal_places=2, max_digits=10)), + ('tw', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('FlangeSlope', models.IntegerField()), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('It', models.DecimalField(decimal_places=2, max_digits=10, null=True)), + ('Iw', models.DecimalField(decimal_places=2, max_digits=10, null=True)), + ('Source', models.CharField(max_length=100)), + ('Type', models.CharField(max_length=100, null=True)), + ], + options={ + 'db_table': 'Beams', + }, + ), + migrations.CreateModel( + name='Bolt', + fields=[ + ('id', models.IntegerField(primary_key=True, serialize=False, unique=True)), + ('Bolt_diameter', models.TextField()), + ], + options={ + 'db_table': 'Bolt', + }, + ), + migrations.CreateModel( + name='Bolt_fy_fu', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Property_Class', models.DecimalField(decimal_places=2, max_digits=10)), + ('Diameter_min', models.IntegerField()), + ('Diameter_max', models.IntegerField()), + ('fy', models.IntegerField()), + ('fu', models.IntegerField()), + ], + options={ + 'db_table': 'Bolt_fy_fu', + }, + ), + migrations.CreateModel( + name='Channels', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('D', models.DecimalField(decimal_places=2, max_digits=10)), + ('B', models.DecimalField(decimal_places=2, max_digits=10)), + ('tw', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('FlangeSlope', models.IntegerField()), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('It', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iw', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=100)), + ('Type', models.CharField(max_length=100, null=True)), + ], + options={ + 'db_table': 'Channels', + }, + ), + migrations.CreateModel( + name='CHS', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('NB', models.CharField(max_length=50)), + ('OD', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('W', models.DecimalField(decimal_places=2, max_digits=10)), + ('A', models.DecimalField(decimal_places=2, max_digits=10)), + ('V', models.DecimalField(decimal_places=2, max_digits=10)), + ('Ves', models.DecimalField(decimal_places=2, max_digits=10)), + ('Vis', models.DecimalField(decimal_places=2, max_digits=10)), + ('I', models.DecimalField(decimal_places=2, max_digits=10)), + ('Z', models.DecimalField(decimal_places=2, max_digits=10)), + ('R', models.DecimalField(decimal_places=2, max_digits=10)), + ('Rsq', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=50)), + ], + options={ + 'db_table': 'CHS', + }, + ), + migrations.CreateModel( + name='Columns', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('D', models.DecimalField(decimal_places=2, max_digits=10)), + ('B', models.DecimalField(decimal_places=2, max_digits=10)), + ('tw', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('FlangeSlope', models.IntegerField()), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('It', models.DecimalField(decimal_places=2, max_digits=10, null=True)), + ('Iw', models.DecimalField(decimal_places=2, max_digits=10, null=True)), + ('Source', models.CharField(max_length=100)), + ('Type', models.CharField(max_length=100, null=True)), + ], + options={ + 'db_table': 'Columns', + }, + ), + migrations.CreateModel( + name='CustomMaterials', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('email', models.TextField()), + ('Grade', models.TextField()), + ('Yield_Stress_less_than_20', models.IntegerField(db_column='Yield Stress (< 20)')), + ('Yield_Stress_between_20_and_neg40', models.IntegerField(db_column='Yield Stress (20 -40)')), + ('Yield_Stress_greater_than_40', models.IntegerField(db_column='Yield Stress (> 40)')), + ('Ultimate_Tensile_Stress', models.IntegerField(db_column='Ultimate Tensile Stress')), + ('Elongation', models.IntegerField(blank=True, db_column='Elongation ')), + ], + options={ + 'db_table': 'CustomMaterials', + }, + ), + migrations.CreateModel( + name='Design', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('cookie_id', models.CharField(max_length=32, unique=True)), + ('module_id', models.CharField(max_length=200)), + ('input_values', models.JSONField(blank=True)), + ('logs', models.TextField(blank=True)), + ('output_values', models.JSONField(blank=True)), + ('design_status', models.BooleanField(blank=True)), + ('cad_design_status', models.BooleanField(blank=True)), + ], + options={ + 'db_table': 'Design', + }, + ), + migrations.CreateModel( + name='EqualAngle', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('a', models.DecimalField(decimal_places=2, max_digits=10)), + ('b', models.DecimalField(decimal_places=2, max_digits=10)), + ('t', models.DecimalField(decimal_places=2, max_digits=10)), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Alpha', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iu_max', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iv_min', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('ru_max', models.DecimalField(decimal_places=2, max_digits=10)), + ('rv_min', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=50)), + ('It', models.DecimalField(decimal_places=2, max_digits=10)), + ], + options={ + 'db_table': 'EqualAngle', + }, + ), + migrations.CreateModel( + name='Material', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Grade', models.TextField()), + ('Yield_Stress_less_than_20', models.IntegerField(db_column='Yield Stress (< 20)')), + ('Yield_Stress_between_20_and_neg40', models.IntegerField(db_column='Yield Stress (20 -40)')), + ('Yield_Stress_greater_than_40', models.IntegerField(db_column='Yield Stress (> 40)')), + ('Ultimate_Tensile_Stress', models.IntegerField(db_column='Ultimate Tensile Stress')), + ('Elongation', models.IntegerField(blank=True, db_column='Elongation ')), + ], + options={ + 'db_table': 'Material', + }, + ), + migrations.CreateModel( + name='RHS', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('D', models.DecimalField(decimal_places=2, max_digits=10)), + ('B', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('W', models.DecimalField(decimal_places=2, max_digits=10)), + ('A', models.DecimalField(decimal_places=2, max_digits=10)), + ('Izz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iyy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Rzz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Ryy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zzz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zyy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=50)), + ], + options={ + 'db_table': 'RHS', + }, + ), + migrations.CreateModel( + name='SHS', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('D', models.DecimalField(decimal_places=2, max_digits=10)), + ('B', models.DecimalField(decimal_places=2, max_digits=10)), + ('T', models.DecimalField(decimal_places=2, max_digits=10)), + ('W', models.DecimalField(decimal_places=2, max_digits=10)), + ('A', models.DecimalField(decimal_places=2, max_digits=10)), + ('Izz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iyy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Rzz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Ryy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zzz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zyy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=50)), + ], + options={ + 'db_table': 'SHS', + }, + ), + migrations.CreateModel( + name='UnequalAngle', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('Designation', models.CharField(max_length=50)), + ('Mass', models.DecimalField(decimal_places=2, max_digits=10)), + ('Area', models.DecimalField(decimal_places=2, max_digits=10)), + ('a', models.DecimalField(decimal_places=2, max_digits=10)), + ('b', models.DecimalField(decimal_places=2, max_digits=10)), + ('t', models.DecimalField(decimal_places=2, max_digits=10)), + ('R1', models.DecimalField(decimal_places=2, max_digits=10)), + ('R2', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Cy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Alpha', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iu_max', models.DecimalField(decimal_places=2, max_digits=10)), + ('Iv_min', models.DecimalField(decimal_places=2, max_digits=10)), + ('rz', models.DecimalField(decimal_places=2, max_digits=10)), + ('ry', models.DecimalField(decimal_places=2, max_digits=10)), + ('ru_max', models.DecimalField(decimal_places=2, max_digits=10)), + ('rv_min', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpz', models.DecimalField(decimal_places=2, max_digits=10)), + ('Zpy', models.DecimalField(decimal_places=2, max_digits=10)), + ('Source', models.CharField(max_length=50)), + ('It', models.DecimalField(decimal_places=2, max_digits=10)), + ], + options={ + 'db_table': 'UnequalAngle', + }, + ), + migrations.CreateModel( + name='UserAccount', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('username', models.TextField(blank=True, unique=True)), + ('email', models.TextField(blank=True, unique=True)), + ('allInputValueFiles', django.contrib.postgres.fields.ArrayField(base_field=models.TextField(blank=True), size=None)), + ], + options={ + 'db_table': 'UserAccount', + }, + ), + ] diff --git a/backend/apps/core/migrations/0002_userproject_usermoduleactivity.py b/backend/apps/core/migrations/0002_userproject_usermoduleactivity.py new file mode 100644 index 000000000..c70ae3e59 --- /dev/null +++ b/backend/apps/core/migrations/0002_userproject_usermoduleactivity.py @@ -0,0 +1,55 @@ +# Generated by Django 4.2.21 on 2025-06-24 11:49 + +from django.conf import settings +from django.db import migrations, models +import django.db.models.deletion + + +class Migration(migrations.Migration): + + dependencies = [ + migrations.swappable_dependency(settings.AUTH_USER_MODEL), + ('core', '0001_initial'), + ] + + operations = [ + migrations.CreateModel( + name='UserProject', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('project_name', models.CharField(max_length=255)), + ('module_type', models.CharField(max_length=100)), + ('module_name', models.CharField(max_length=100)), + ('sub_module', models.CharField(blank=True, max_length=100)), + ('file_path', models.TextField()), + ('file_content', models.JSONField(blank=True, null=True)), + ('description', models.TextField(blank=True)), + ('created_at', models.DateTimeField(auto_now_add=True)), + ('updated_at', models.DateTimeField(auto_now=True)), + ('last_accessed', models.DateTimeField(auto_now=True)), + ('user', models.ForeignKey(on_delete=django.db.models.deletion.CASCADE, related_name='projects', to=settings.AUTH_USER_MODEL)), + ], + options={ + 'db_table': 'UserProject', + 'ordering': ['-last_accessed'], + }, + ), + migrations.CreateModel( + name='UserModuleActivity', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('module_name', models.CharField(max_length=100)), + ('module_type', models.CharField(max_length=100)), + ('sub_module', models.CharField(blank=True, max_length=100)), + ('activity_type', models.CharField(choices=[('visit', 'Module Visit'), ('design', 'Design Calculation'), ('save', 'Project Save')], max_length=50)), + ('last_accessed', models.DateTimeField(auto_now=True)), + ('access_count', models.IntegerField(default=1)), + ('user', models.ForeignKey(on_delete=django.db.models.deletion.CASCADE, related_name='module_activities', to=settings.AUTH_USER_MODEL)), + ], + options={ + 'db_table': 'UserModuleActivity', + 'ordering': ['-last_accessed'], + 'unique_together': {('user', 'module_name', 'module_type', 'sub_module')}, + }, + ), + ] diff --git a/backend/apps/core/migrations/0003_userproject_input_fields_userproject_last_opened.py b/backend/apps/core/migrations/0003_userproject_input_fields_userproject_last_opened.py new file mode 100644 index 000000000..338fa3ee6 --- /dev/null +++ b/backend/apps/core/migrations/0003_userproject_input_fields_userproject_last_opened.py @@ -0,0 +1,23 @@ +# Generated by Django 4.2.21 on 2025-06-24 13:31 + +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0002_userproject_usermoduleactivity'), + ] + + operations = [ + migrations.AddField( + model_name='userproject', + name='input_fields', + field=models.JSONField(blank=True, null=True), + ), + migrations.AddField( + model_name='userproject', + name='last_opened', + field=models.DateTimeField(auto_now=True), + ), + ] diff --git a/backend/apps/core/migrations/0004_userproject_calculation_timestamp_and_more.py b/backend/apps/core/migrations/0004_userproject_calculation_timestamp_and_more.py new file mode 100644 index 000000000..57ea2fc13 --- /dev/null +++ b/backend/apps/core/migrations/0004_userproject_calculation_timestamp_and_more.py @@ -0,0 +1,38 @@ +# Generated by Django 4.2.21 on 2025-06-24 13:47 + +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0003_userproject_input_fields_userproject_last_opened'), + ] + + operations = [ + migrations.AddField( + model_name='userproject', + name='calculation_timestamp', + field=models.DateTimeField(blank=True, null=True), + ), + migrations.AddField( + model_name='userproject', + name='design_logs', + field=models.TextField(blank=True), + ), + migrations.AddField( + model_name='userproject', + name='design_status', + field=models.CharField(choices=[('draft', 'Draft'), ('input_entered', 'Input Entered'), ('calculating', 'Calculating'), ('completed', 'Completed'), ('error', 'Error')], default='draft', max_length=50), + ), + migrations.AddField( + model_name='userproject', + name='input_data', + field=models.JSONField(blank=True, null=True), + ), + migrations.AddField( + model_name='userproject', + name='output_data', + field=models.JSONField(blank=True, null=True), + ), + ] diff --git a/backend/apps/core/migrations/0005_add_unique_constraint_userproject.py b/backend/apps/core/migrations/0005_add_unique_constraint_userproject.py new file mode 100644 index 000000000..f2644f7d6 --- /dev/null +++ b/backend/apps/core/migrations/0005_add_unique_constraint_userproject.py @@ -0,0 +1,19 @@ +# Generated by Django 4.2.21 on 2025-06-24 17:47 + +from django.conf import settings +from django.db import migrations + + +class Migration(migrations.Migration): + + dependencies = [ + migrations.swappable_dependency(settings.AUTH_USER_MODEL), + ('core', '0004_userproject_calculation_timestamp_and_more'), + ] + + operations = [ + migrations.AlterUniqueTogether( + name='userproject', + unique_together={('user', 'project_name')}, + ), + ] diff --git a/backend/apps/core/migrations/0006_project_alter_userproject_unique_together_and_more.py b/backend/apps/core/migrations/0006_project_alter_userproject_unique_together_and_more.py new file mode 100644 index 000000000..c8c5dceed --- /dev/null +++ b/backend/apps/core/migrations/0006_project_alter_userproject_unique_together_and_more.py @@ -0,0 +1,46 @@ +# Generated by Django 4.2.21 on 2025-07-04 20:57 + +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0005_add_unique_constraint_userproject'), + ] + + operations = [ + migrations.CreateModel( + name='Project', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('name', models.CharField(max_length=200)), + ('module_id', models.CharField(max_length=200)), + ('module_name', models.CharField(max_length=200)), + ('input_values', models.JSONField(blank=True, null=True)), + ('output_values', models.JSONField(blank=True, null=True)), + ('logs', models.JSONField(blank=True, null=True)), + ('created_at', models.DateTimeField(auto_now_add=True)), + ('updated_at', models.DateTimeField(auto_now=True)), + ('user_email', models.CharField(blank=True, max_length=200, null=True)), + ], + options={ + 'db_table': 'Project', + 'ordering': ['-updated_at'], + }, + ), + migrations.AlterUniqueTogether( + name='userproject', + unique_together=None, + ), + migrations.RemoveField( + model_name='userproject', + name='user', + ), + migrations.DeleteModel( + name='UserModuleActivity', + ), + migrations.DeleteModel( + name='UserProject', + ), + ] diff --git a/backend/apps/core/migrations/0007_osifile_remove_project_input_values_and_more.py b/backend/apps/core/migrations/0007_osifile_remove_project_input_values_and_more.py new file mode 100644 index 000000000..becc14a4f --- /dev/null +++ b/backend/apps/core/migrations/0007_osifile_remove_project_input_values_and_more.py @@ -0,0 +1,55 @@ +# Generated by Django 5.2.6 on 2025-09-23 12:53 + +import django.core.files.storage +import pathlib +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0006_project_alter_userproject_unique_together_and_more'), + ] + + operations = [ + migrations.CreateModel( + name='OsiFile', + fields=[ + ('id', models.BigAutoField(auto_created=True, primary_key=True, serialize=False, verbose_name='ID')), + ('file', models.FileField(storage=django.core.files.storage.FileSystemStorage(base_url='/osifiles/', location=pathlib.PureWindowsPath('D:/Coding/FOSSEE/osdag_project/Osdag-web/osifiles')), upload_to='')), + ('owner_email', models.CharField(blank=True, max_length=200, null=True)), + ('original_name', models.CharField(blank=True, max_length=255, null=True)), + ('size_bytes', models.BigIntegerField(blank=True, null=True)), + ('content_type', models.CharField(blank=True, max_length=100, null=True)), + ('created_at', models.DateTimeField(auto_now_add=True)), + ], + options={ + 'db_table': 'OsiFile', + }, + ), + migrations.RemoveField( + model_name='project', + name='input_values', + ), + migrations.RemoveField( + model_name='project', + name='logs', + ), + migrations.RemoveField( + model_name='project', + name='module_id', + ), + migrations.RemoveField( + model_name='project', + name='module_name', + ), + migrations.RemoveField( + model_name='project', + name='output_values', + ), + migrations.AddField( + model_name='project', + name='osi_file_path', + field=models.TextField(blank=True, null=True), + ), + ] diff --git a/backend/apps/core/migrations/0008_project_inputs_json_project_module_project_submodule.py b/backend/apps/core/migrations/0008_project_inputs_json_project_module_project_submodule.py new file mode 100644 index 000000000..5130a9c25 --- /dev/null +++ b/backend/apps/core/migrations/0008_project_inputs_json_project_module_project_submodule.py @@ -0,0 +1,29 @@ +# Generated by Django 4.2.25 on 2025-10-31 07:54 + +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + + ('core', '0007_osifile_remove_project_input_values_and_more'), + ] + + operations = [ + migrations.AddField( + model_name='project', + name='inputs_json', + field=models.JSONField(blank=True, null=True), + ), + migrations.AddField( + model_name='project', + name='module', + field=models.CharField(blank=True, max_length=200, null=True), + ), + migrations.AddField( + model_name='project', + name='submodule', + field=models.CharField(blank=True, max_length=200, null=True), + ), + ] diff --git a/backend/apps/core/migrations/0009_useraccount_user_alter_osifile_file_and_more.py b/backend/apps/core/migrations/0009_useraccount_user_alter_osifile_file_and_more.py new file mode 100644 index 000000000..5bfa21cef --- /dev/null +++ b/backend/apps/core/migrations/0009_useraccount_user_alter_osifile_file_and_more.py @@ -0,0 +1,33 @@ +# Generated by Django 4.2.27 on 2026-01-09 15:50 + +from django.conf import settings +import django.core.files.storage +from django.db import migrations, models +import django.db.models.deletion +import pathlib + + +class Migration(migrations.Migration): + + dependencies = [ + migrations.swappable_dependency(settings.AUTH_USER_MODEL), + ('core', '0008_project_inputs_json_project_module_project_submodule'), + ] + + operations = [ + migrations.AddField( + model_name='useraccount', + name='user', + field=models.ForeignKey(blank=True, help_text='Link to Django User (username = Firebase UID)', null=True, on_delete=django.db.models.deletion.CASCADE, related_name='user_account', to=settings.AUTH_USER_MODEL), + ), + migrations.AlterField( + model_name='osifile', + name='file', + field=models.FileField(storage=django.core.files.storage.FileSystemStorage(base_url='/osifiles/', location=pathlib.PurePosixPath('/home/sogalabhi/Osdag-web/osifiles')), upload_to=''), + ), + migrations.AlterField( + model_name='useraccount', + name='username', + field=models.TextField(blank=True, help_text='Firebase UID', unique=True), + ), + ] diff --git a/backend/apps/core/migrations/0010_alter_osifile_file.py b/backend/apps/core/migrations/0010_alter_osifile_file.py new file mode 100644 index 000000000..c2a99b5d8 --- /dev/null +++ b/backend/apps/core/migrations/0010_alter_osifile_file.py @@ -0,0 +1,20 @@ +# Generated by Django 5.2.11 on 2026-02-23 11:03 + +import django.core.files.storage +import pathlib +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0009_useraccount_user_alter_osifile_file_and_more'), + ] + + operations = [ + migrations.AlterField( + model_name='osifile', + name='file', + field=models.FileField(storage=django.core.files.storage.FileSystemStorage(base_url='/osifiles/', location=pathlib.PureWindowsPath('E:/Project/Osdag/Osdag-web/osifiles')), upload_to=''), + ), + ] diff --git a/backend/apps/core/migrations/0011_project_outputs_json.py b/backend/apps/core/migrations/0011_project_outputs_json.py new file mode 100644 index 000000000..2b6b127af --- /dev/null +++ b/backend/apps/core/migrations/0011_project_outputs_json.py @@ -0,0 +1,18 @@ +# Generated by Django 5.2.11 on 2026-02-24 15:53 + +from django.db import migrations, models + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0010_alter_osifile_file'), + ] + + operations = [ + migrations.AddField( + model_name='project', + name='outputs_json', + field=models.JSONField(blank=True, null=True), + ), + ] diff --git a/backend/apps/core/migrations/0012_custommaterials_user_owned.py b/backend/apps/core/migrations/0012_custommaterials_user_owned.py new file mode 100644 index 000000000..f79f8e043 --- /dev/null +++ b/backend/apps/core/migrations/0012_custommaterials_user_owned.py @@ -0,0 +1,49 @@ +from django.conf import settings +from django.db import migrations, models +import django.db.models.deletion + + +def clear_legacy_custom_materials(apps, schema_editor): + CustomMaterials = apps.get_model("core", "CustomMaterials") + CustomMaterials.objects.all().delete() + + +class Migration(migrations.Migration): + + dependencies = [ + ("core", "0011_project_outputs_json"), + ] + + operations = [ + migrations.AddField( + model_name="custommaterials", + name="user", + field=models.ForeignKey( + null=True, + on_delete=django.db.models.deletion.CASCADE, + related_name="custom_materials", + to=settings.AUTH_USER_MODEL, + ), + ), + migrations.RunPython(clear_legacy_custom_materials, migrations.RunPython.noop), + migrations.RemoveField( + model_name="custommaterials", + name="email", + ), + migrations.AlterField( + model_name="custommaterials", + name="user", + field=models.ForeignKey( + on_delete=django.db.models.deletion.CASCADE, + related_name="custom_materials", + to=settings.AUTH_USER_MODEL, + ), + ), + migrations.AddConstraint( + model_name="custommaterials", + constraint=models.UniqueConstraint( + fields=("user", "Grade"), + name="core_custommaterials_user_grade_uniq", + ), + ), + ] diff --git a/backend/apps/core/migrations/0013_alter_angles_lumax_alter_angles_lvmin_and_more.py b/backend/apps/core/migrations/0013_alter_angles_lumax_alter_angles_lvmin_and_more.py new file mode 100644 index 000000000..46d9f2597 --- /dev/null +++ b/backend/apps/core/migrations/0013_alter_angles_lumax_alter_angles_lvmin_and_more.py @@ -0,0 +1,30 @@ +# Generated by Django 4.2.30 on 2026-06-14 12:54 + +import django.core.files.storage +from django.db import migrations, models +import pathlib + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0012_custommaterials_user_owned'), + ] + + operations = [ + migrations.AlterField( + model_name='angles', + name='lumax', + field=models.DecimalField(db_column='Iumax', decimal_places=2, max_digits=10), + ), + migrations.AlterField( + model_name='angles', + name='lvmin', + field=models.DecimalField(db_column='Ivmin', decimal_places=2, max_digits=10), + ), + migrations.AlterField( + model_name='osifile', + name='file', + field=models.FileField(storage=django.core.files.storage.FileSystemStorage(base_url='/osifiles/', location=pathlib.PurePosixPath('/Users/varnikumarpatel/Study/Osdag-web/osifiles')), upload_to=''), + ), + ] diff --git a/backend/apps/core/migrations/0014_delete_design_remove_project_osi_file_path_and_more.py b/backend/apps/core/migrations/0014_delete_design_remove_project_osi_file_path_and_more.py new file mode 100644 index 000000000..d7a6d7104 --- /dev/null +++ b/backend/apps/core/migrations/0014_delete_design_remove_project_osi_file_path_and_more.py @@ -0,0 +1,24 @@ +# Generated by Django 4.2.30 on 2026-06-14 17:20 + +from django.db import migrations + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0013_alter_angles_lumax_alter_angles_lvmin_and_more'), + ] + + operations = [ + migrations.DeleteModel( + name='Design', + ), + migrations.RemoveField( + model_name='project', + name='osi_file_path', + ), + migrations.RemoveField( + model_name='useraccount', + name='allInputValueFiles', + ), + ] diff --git a/backend/apps/core/migrations/0015_useraccount_deletion_requested_at_alter_osifile_file.py b/backend/apps/core/migrations/0015_useraccount_deletion_requested_at_alter_osifile_file.py new file mode 100644 index 000000000..f887c010a --- /dev/null +++ b/backend/apps/core/migrations/0015_useraccount_deletion_requested_at_alter_osifile_file.py @@ -0,0 +1,25 @@ +# Generated by Django 4.2.30 on 2026-06-20 06:11 + +import django.core.files.storage +from django.db import migrations, models +import pathlib + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0014_delete_design_remove_project_osi_file_path_and_more'), + ] + + operations = [ + migrations.AddField( + model_name='useraccount', + name='deletion_requested_at', + field=models.DateTimeField(blank=True, help_text='Timestamp when user requested account deletion', null=True), + ), + migrations.AlterField( + model_name='osifile', + name='file', + field=models.FileField(storage=django.core.files.storage.FileSystemStorage(base_url='/osifiles/', location=pathlib.PurePosixPath('/app/osifiles')), upload_to=''), + ), + ] diff --git a/backend/apps/core/migrations/0016_remove_useraccount_deletion_requested_at.py b/backend/apps/core/migrations/0016_remove_useraccount_deletion_requested_at.py new file mode 100644 index 000000000..c2a696b6d --- /dev/null +++ b/backend/apps/core/migrations/0016_remove_useraccount_deletion_requested_at.py @@ -0,0 +1,17 @@ +# Generated by Django 4.2.30 on 2026-06-22 15:42 + +from django.db import migrations + + +class Migration(migrations.Migration): + + dependencies = [ + ('core', '0015_useraccount_deletion_requested_at_alter_osifile_file'), + ] + + operations = [ + migrations.RemoveField( + model_name='useraccount', + name='deletion_requested_at', + ), + ] diff --git a/APP_CRASH/Appcrash/_forms/__init__.py b/backend/apps/core/migrations/__init__.py similarity index 100% rename from APP_CRASH/Appcrash/_forms/__init__.py rename to backend/apps/core/migrations/__init__.py diff --git a/backend/apps/core/models.py b/backend/apps/core/models.py new file mode 100644 index 000000000..e039693e2 --- /dev/null +++ b/backend/apps/core/models.py @@ -0,0 +1,419 @@ +from django.db import models + +# postgres imports +from django.contrib.postgres.fields import ArrayField + +# other imports +from django.contrib.auth.hashers import make_password, check_password +from django.conf import settings +from django.core.files.storage import FileSystemStorage + +# Dedicated storage for .osi files +osi_file_storage = FileSystemStorage( + location=getattr(settings, 'OSIFILES_ROOT', ''), + base_url=getattr(settings, 'OSIFILES_URL', '/osifiles/') +) + +class Project(models.Model): + """Project object to store minimal project info and file location.""" + name = models.CharField(max_length=200) + # Optional module and submodule identifiers for routing/reporting + module = models.CharField(max_length=200, blank=True, null=True) + submodule = models.CharField(max_length=200, blank=True, null=True) + # Design inputs persisted as JSON + inputs_json = models.JSONField(blank=True, null=True) + # Design outputs persisted as JSON + outputs_json = models.JSONField(blank=True, null=True) + created_at = models.DateTimeField(auto_now_add=True) + updated_at = models.DateTimeField(auto_now=True) + user_email = models.CharField(max_length=200, blank=True, null=True) + + class Meta: + app_label = 'core' + db_table = "Project" + ordering = ['-updated_at'] # Most recent first + + def __str__(self): + return f"{self.name}" + + +class OsiFile(models.Model): + """Stores uploaded .osi files with their storage URL and timestamps.""" + file = models.FileField(upload_to='', storage=osi_file_storage) + owner_email = models.CharField(max_length=200, blank=True, null=True) + original_name = models.CharField(max_length=255, blank=True, null=True) + size_bytes = models.BigIntegerField(blank=True, null=True) + content_type = models.CharField(max_length=100, blank=True, null=True) + created_at = models.DateTimeField(auto_now_add=True) + + class Meta: + app_label = 'core' + db_table = "OsiFile" + + def __str__(self): + return self.file.name + + +######################################################### +# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # +######################################################### +class UserAccount(models.Model): + """ + User account model for storing user-specific data. + + IMPORTANT: With Firebase Authentication: + - username field stores Firebase UID (not a traditional username) + - user field is a ForeignKey to Django User model (which also uses Firebase UID as username) + - email field stores the user's email address + - No password field needed (authentication handled by Firebase) + + The User model (Django's built-in) stores: + - username = Firebase UID + - email = User's email address + """ + # ForeignKey to Django User model (which uses Firebase UID as username) + user = models.ForeignKey( + settings.AUTH_USER_MODEL, + on_delete=models.CASCADE, + related_name='user_account', + null=True, + blank=True, + help_text="Link to Django User (username = Firebase UID)" + ) + # Firebase UID stored as username (for backward compatibility and direct lookups) + username = models.TextField(blank=True, unique=True, help_text="Firebase UID") + email = models.TextField(blank=True, unique=True) + + class Meta: + app_label = 'core' + db_table = "UserAccount" + + def __str__(self): + return f"UserAccount: {self.username or self.email or 'No identifier'}" + +class Anchor_Bolt(models.Model): + Diameter = models.TextField() + + class Meta: + app_label = 'core' + db_table = "Anchor_Bolt" + + +class Angle_Pitch(models.Model): + Nominal_Leg = models.IntegerField() + Max_Bolt_Dia = models.IntegerField() + Bolt_lines = models.IntegerField() + S1 = models.IntegerField(null=True) + S2 = models.IntegerField(null=True) + S3 = models.IntegerField(null=True) + + class Meta: + app_label = 'core' + db_table = "Angle_Pitch" + + +class Angles(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + a = models.DecimalField(max_digits=10, decimal_places=2) + b = models.DecimalField(max_digits=10, decimal_places=2) + t = models.DecimalField(max_digits=10, decimal_places=2) + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cz = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + Alpha = models.DecimalField(max_digits=10, decimal_places=2) + lumax = models.DecimalField(db_column='Iumax', max_digits=10, decimal_places=2) + lvmin = models.DecimalField(db_column='Ivmin', max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + rumax = models.DecimalField(max_digits=10, decimal_places=2) + rvmin = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100) + Type = models.CharField(max_length=100, null=True) + + class Meta: + app_label = 'core' + db_table = "Angles" + + +class Beams(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100) + Type = models.CharField(null=True, max_length=100) + + class Meta: + app_label = 'core' + db_table = "Beams" + + +class Bolt(models.Model): + id = models.IntegerField(primary_key=True, unique=True) + Bolt_diameter = models.TextField() + + class Meta: + app_label = 'core' + db_table = "Bolt" + + +class Bolt_fy_fu(models.Model): + Property_Class = models.DecimalField(max_digits=10, decimal_places=2) + Diameter_min = models.IntegerField() + Diameter_max = models.IntegerField() + fy = models.IntegerField() + fu = models.IntegerField() + + class Meta: + app_label = 'core' + db_table = "Bolt_fy_fu" + + +class CHS(models.Model): + Designation = models.CharField(max_length=50) + NB = models.CharField(max_length=50) + OD = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + W = models.DecimalField(max_digits=10, decimal_places=2) + A = models.DecimalField(max_digits=10, decimal_places=2) + V = models.DecimalField(max_digits=10, decimal_places=2) + Ves = models.DecimalField(max_digits=10, decimal_places=2) + Vis = models.DecimalField(max_digits=10, decimal_places=2) + I = models.DecimalField(max_digits=10, decimal_places=2) + Z = models.DecimalField(max_digits=10, decimal_places=2) + R = models.DecimalField(max_digits=10, decimal_places=2) + Rsq = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=50) + + class Meta: + app_label = 'core' + db_table = "CHS" + + +class Channels(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(max_digits=10, decimal_places=2) + Iw = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100) + Type = models.CharField(null=True, max_length=100) + + class Meta: + app_label = 'core' + db_table = "Channels" + + +class Columns(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100) + Type = models.CharField(null=True, max_length=100) + + class Meta: + app_label = 'core' + db_table = "Columns" + + +class EqualAngle(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + a = models.DecimalField(max_digits=10, decimal_places=2) + b = models.DecimalField(max_digits=10, decimal_places=2) + t = models.DecimalField(max_digits=10, decimal_places=2) + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cz = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + Alpha = models.DecimalField(max_digits=10, decimal_places=2) + Iu_max = models.DecimalField(max_digits=10, decimal_places=2) + Iv_min = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + ru_max = models.DecimalField(max_digits=10, decimal_places=2) + rv_min = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=50) + It = models.DecimalField(max_digits=10, decimal_places=2) + + class Meta: + app_label = 'core' + db_table = "EqualAngle" + + +class UnequalAngle(models.Model): + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + a = models.DecimalField(max_digits=10, decimal_places=2) + b = models.DecimalField(max_digits=10, decimal_places=2) + t = models.DecimalField(max_digits=10, decimal_places=2) + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cz = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + Alpha = models.DecimalField(max_digits=10, decimal_places=2) + Iu_max = models.DecimalField(max_digits=10, decimal_places=2) + Iv_min = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + ru_max = models.DecimalField(max_digits=10, decimal_places=2) + rv_min = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=50) + It = models.DecimalField(max_digits=10, decimal_places=2) + + class Meta: + app_label = 'core' + db_table = "UnequalAngle" + + +class Material(models.Model): + Grade = models.TextField() + Yield_Stress_less_than_20 = models.IntegerField(db_column="Yield Stress (< 20)") + Yield_Stress_between_20_and_neg40 = models.IntegerField(db_column="Yield Stress (20 -40)") + Yield_Stress_greater_than_40 = models.IntegerField(db_column="Yield Stress (> 40)") + Ultimate_Tensile_Stress = models.IntegerField(db_column="Ultimate Tensile Stress") + Elongation = models.IntegerField(db_column="Elongation ", blank=True) + + class Meta: + app_label = 'core' + db_table = "Material" + +class CustomMaterials(models.Model): + user = models.ForeignKey( + 'auth.User', + on_delete=models.CASCADE, + related_name='custom_materials', + ) + Grade = models.TextField() + Yield_Stress_less_than_20 = models.IntegerField(db_column="Yield Stress (< 20)") + Yield_Stress_between_20_and_neg40 = models.IntegerField(db_column="Yield Stress (20 -40)") + Yield_Stress_greater_than_40 = models.IntegerField(db_column="Yield Stress (> 40)") + Ultimate_Tensile_Stress = models.IntegerField(db_column="Ultimate Tensile Stress") + Elongation = models.IntegerField(db_column="Elongation ", blank=True) + + class Meta: + app_label = 'core' + db_table = "CustomMaterials" + constraints = [ + models.UniqueConstraint( + fields=['user', 'Grade'], + name='core_custommaterials_user_grade_uniq', + ), + ] + + +class RHS(models.Model): + Designation = models.CharField(max_length=50) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + W = models.DecimalField(max_digits=10, decimal_places=2) + A = models.DecimalField(max_digits=10, decimal_places=2) + Izz = models.DecimalField(max_digits=10, decimal_places=2) + Iyy = models.DecimalField(max_digits=10, decimal_places=2) + Rzz = models.DecimalField(max_digits=10, decimal_places=2) + Ryy = models.DecimalField(max_digits=10, decimal_places=2) + Zzz = models.DecimalField(max_digits=10, decimal_places=2) + Zyy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=50) + + class Meta: + app_label = 'core' + db_table = "RHS" + + +class SHS(models.Model): + Designation = models.CharField(max_length=50) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + W = models.DecimalField(max_digits=10, decimal_places=2) + A = models.DecimalField(max_digits=10, decimal_places=2) + Izz = models.DecimalField(max_digits=10, decimal_places=2) + Iyy = models.DecimalField(max_digits=10, decimal_places=2) + Rzz = models.DecimalField(max_digits=10, decimal_places=2) + Ryy = models.DecimalField(max_digits=10, decimal_places=2) + Zzz = models.DecimalField(max_digits=10, decimal_places=2) + Zyy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=50) + + class Meta: + app_label = 'core' + db_table = "SHS" diff --git a/backend/apps/core/module_finder.py b/backend/apps/core/module_finder.py new file mode 100644 index 000000000..91c2fb38b --- /dev/null +++ b/backend/apps/core/module_finder.py @@ -0,0 +1,244 @@ +""" +Dynamic Module Finder - Auto-discovers modules from parent module registries +Replaces the old osdag_api/module_finder.py with registry-based discovery +""" +import importlib +import pkgutil +from typing import Dict, Any, List, Protocol, Optional +from types import ModuleType + + +class ModuleApiType(Protocol): + """Protocol for module API interface (backward compatibility)""" + + def validate_input(self, input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + pass + + def get_required_keys(self) -> List[str]: + """Return all required input parameters for the module""" + pass + + def create_module(self) -> Any: + """Create an instance of the module design class and set it up for use""" + pass + + def create_from_input(self, input_values: Dict[str, Any]) -> Any: + """Create an instance of the module design class from input values.""" + pass + + def generate_output(self, input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the output values from the given input values. + Output format (json): { + "Bolt.Pitch": { + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)", + "value": 40 + } + } + """ + pass + + def create_cad_model( + self, + input_values: Dict[str, Any], + section: str, + session: str, + export_formats: Optional[List[str]] = None, + ) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + pass + + +class ModuleApiAdapter: + """ + Adapter class that wraps adapter module functions to provide ModuleApiType interface + This allows backward compatibility with code that expects the old module API + """ + + def __init__(self, adapter_module: ModuleType): + """ + Initialize adapter with the adapter module + + Args: + adapter_module: The adapter module (e.g., apps.modules.shear_connection.submodules.fin_plate.adapter) + """ + self._adapter = adapter_module + + def validate_input(self, input_values: Dict[str, Any]) -> None: + """Delegate to adapter's validate_input function""" + return self._adapter.validate_input(input_values) + + def get_required_keys(self) -> List[str]: + """Delegate to adapter's get_required_keys function""" + return self._adapter.get_required_keys() + + def create_module(self) -> Any: + """Delegate to adapter's create_module function""" + return self._adapter.create_module() + + def create_from_input(self, input_values: Dict[str, Any]) -> Any: + """Delegate to adapter's create_from_input function""" + return self._adapter.create_from_input(input_values) + + def generate_output(self, input_values: Dict[str, Any]) -> Dict[str, Any]: + """Delegate to adapter's generate_output function""" + return self._adapter.generate_output(input_values) + + def create_cad_model( + self, + input_values: Dict[str, Any], + section: str, + session: str, + export_formats: Optional[List[str]] = None, + ) -> str: + """Delegate to adapter's create_cad_model function (best-effort).""" + try: + return self._adapter.create_cad_model(input_values, section, session, export_formats=export_formats) + except TypeError: + return self._adapter.create_cad_model(input_values, section, session) + + +# Global module dictionary - auto-populated on import +_module_dict: Dict[str, ModuleApiType] = {} + + +def _discover_modules(): + """ + Auto-discover all modules from parent module registries + Scans apps.modules.*.submodules.* for MODULE_ID and creates adapter wrappers + Uses file reading to avoid import-time dependency issues + """ + import os + import re + from pathlib import Path + + # Get the apps/modules directory + backend_path = Path(__file__).resolve().parent.parent.parent + modules_path = backend_path / 'apps' / 'modules' + + if not modules_path.exists(): + print("Warning: modules path does not exist:", modules_path) + return + + # Iterate through all parent module directories + for parent_module_dir in modules_path.iterdir(): + if not parent_module_dir.is_dir() or parent_module_dir.name.startswith('_'): + continue + + submodules_path = parent_module_dir / 'submodules' + if not submodules_path.exists(): + continue + + parent_module_name = parent_module_dir.name + package_base = f'apps.modules.{parent_module_name}.submodules' + + # Iterate through all sub-module directories + for submodule_dir in submodules_path.iterdir(): + if not submodule_dir.is_dir() or submodule_dir.name.startswith('_'): + continue + + submodule_name = submodule_dir.name + init_file = submodule_dir / '__init__.py' + adapter_file = submodule_dir / 'adapter.py' + + # Skip if adapter doesn't exist + if not adapter_file.exists(): + continue + + # Read MODULE_ID from __init__.py without importing + module_id = None + if init_file.exists(): + try: + content = init_file.read_text(encoding='utf-8') + # Look for MODULE_ID = '...' pattern + match = re.search(r"MODULE_ID\s*=\s*['\"]([^'\"]+)['\"]", content) + if match: + module_id = match.group(1) + except Exception as e: + # If file reading fails, try importing (may fail due to dependencies) + try: + init_module_path = f'{package_base}.{submodule_name}' + init_module = importlib.import_module(init_module_path) + if hasattr(init_module, 'MODULE_ID'): + module_id = init_module.MODULE_ID + except: + pass + + if not module_id: + continue + + # Import the adapter module (lazy - only when needed) + adapter_module_path = f'{package_base}.{submodule_name}.adapter' + try: + adapter_module = importlib.import_module(adapter_module_path) + except ImportError as e: + # Adapter import failed - skip for now, will fall back to old system + continue + except Exception as e: + # Other errors - skip + continue + + # Create adapter wrapper + try: + adapter = ModuleApiAdapter(adapter_module) + _module_dict[module_id] = adapter + except Exception as e: + print(f"Module finder adapter error for {module_id}: {e}") + continue + + +# Auto-discover modules on import +_discover_modules() + + +def get_module_api(module_id: str) -> ModuleApiType: + """ + Return the API adapter for the specified module by MODULE_ID + Falls back to old osdag_api for modules not yet migrated + + Args: + module_id: The MODULE_ID (e.g., 'FinPlateConnection', 'Beam-Beam-End-Plate-Connection') + + Returns: + ModuleApiType adapter instance + + Raises: + KeyError: If module_id is not found in either new or old system + """ + # Try new registry-based discovery first + if module_id in _module_dict: + return _module_dict[module_id] + + # Fall back to old osdag_api for modules not yet migrated + try: + from osdag_api.module_finder import get_module_api as old_get_module_api + return old_get_module_api(module_id) + except (ImportError, KeyError): + raise KeyError( + f"Module '{module_id}' not found. " + f"Available modules: {list(_module_dict.keys())}" + ) + + +# Export module_dict for backward compatibility (used by modules_api.py) +module_dict = _module_dict + + +# For backward compatibility with old imports +# Combine discovered modules with old modules (for modules not yet migrated) +def _get_developed_modules(): + """Get list of all available modules (new + old)""" + new_modules = list(_module_dict.keys()) + try: + from osdag_api.module_finder import module_dict as old_module_dict + old_modules = list(old_module_dict.keys()) + # Combine and deduplicate + all_modules = list(set(new_modules + old_modules)) + return all_modules + except ImportError: + return new_modules + +developed_modules = _get_developed_modules() + diff --git a/backend/apps/core/permissions.py b/backend/apps/core/permissions.py new file mode 100644 index 000000000..777b4352f --- /dev/null +++ b/backend/apps/core/permissions.py @@ -0,0 +1,45 @@ +from rest_framework import permissions + + +class IsEmailVerified(permissions.BasePermission): + """ + Permission class to check if user's email is verified. + Requires Firebase authentication middleware to set request.email_verified. + """ + message = 'Please verify your email to access this resource. Check your inbox for the verification link.' + + def has_permission(self, request, view): + """ + Check if user is authenticated and email is verified. + + Returns: + bool: True if user is authenticated and email is verified, False otherwise + """ + # Check if user is authenticated + if not request.user or not request.user.is_authenticated: + return False + + # Check if email_verified was set by FirebaseAuthentication middleware + email_verified = getattr(request, 'email_verified', False) + + return email_verified + + +class IsEmailVerifiedIfAuthenticated(permissions.BasePermission): + """ + Permission class to check if user's email is verified if they are authenticated. + Allows guest (unauthenticated) requests but blocks authenticated requests with unverified emails. + """ + message = 'Please verify your email to access this resource. Check your inbox for the verification link.' + + def has_permission(self, request, view): + # Allow guests + if not request.user or not request.user.is_authenticated: + return True + + # Check if email_verified was set by FirebaseAuthentication middleware + email_verified = getattr(request, 'email_verified', False) + + return email_verified + + diff --git a/backend/apps/core/registry.py b/backend/apps/core/registry.py new file mode 100644 index 000000000..757e1a033 --- /dev/null +++ b/backend/apps/core/registry.py @@ -0,0 +1,130 @@ +""" +Base Module Registry - DRY principle for all parent module registries +""" +from typing import Dict, Type, Any +import importlib +import pkgutil + + +class BaseModuleRegistry: + """Base registry class for auto-discovering sub-modules""" + _registry: Dict[str, Type] = {} # Maps slug -> Service class + _module_id_map: Dict[str, str] = {} # Maps MODULE_ID -> slug + + _global_registry: Dict[str, Type] = {} + _global_module_id_map: Dict[str, str] = {} + _global_metadata: Dict[str, Dict[str, Any]] = {} + + @classmethod + def register(cls, slug: str, module_id: str, service_class: Type): + """Register a sub-module by URL slug and MODULE_ID""" + cls._registry[slug] = service_class + cls._module_id_map[module_id] = slug + + BaseModuleRegistry._global_registry[slug] = service_class + BaseModuleRegistry._global_module_id_map[module_id] = slug + if module_id not in BaseModuleRegistry._global_metadata: + BaseModuleRegistry._global_metadata[module_id] = { + 'slug': slug, + 'parent_module': '', + 'service_class': service_class, + 'adapter_func': None + } + + @classmethod + def get_service_by_slug(cls, slug: str): + """Get service class by URL slug (e.g., 'fin-plate')""" + return cls._registry.get(slug) + + @classmethod + def get_service_by_module_id(cls, module_id: str): + """Get service class by MODULE_ID (e.g., 'FinPlateConnection')""" + slug = cls._module_id_map.get(module_id) + return cls._registry.get(slug) if slug else None + + @classmethod + def get_metadata_by_module_id(cls, module_id: str): + """Get metadata (slug, parent_module, service_class, adapter_func) by MODULE_ID (supports aliases)""" + if not module_id: + return None + clean_id = module_id.strip() + + if clean_id in cls._global_metadata: + return cls._global_metadata[clean_id] + + def simplify(s: str) -> str: + return s.lower().replace('-', '').replace('_', '') + + target = simplify(clean_id) + for registered_id, meta in cls._global_metadata.items(): + if simplify(registered_id) == target: + return meta + + aliases = { + 'Beam-to-Beam-Cover-Plate-Bolted-Connection': 'Cover-Plate-Bolted-Connection', + 'Beam-to-Beam-Cover-Plate-Welded-Connection': 'Cover-Plate-Welded-Connection', + 'Column-to-Column-Cover-Plate-Bolted-Connection': 'ColumnCoverPlateBolted', + 'Column-to-Column-Cover-Plate-Welded-Connection': 'Column-to-Column-Cover-Plate-Welded-Connection', + 'ColumnCoverPlateWelded': 'Column-to-Column-Cover-Plate-Welded-Connection', + 'AxiallyLoadedColumn': 'Axially-Loaded-Column', + 'Seated-Angle-Connection': 'SeatedAngleConnection', + } + normalized_id = aliases.get(clean_id) + if normalized_id and normalized_id in cls._global_metadata: + return cls._global_metadata[normalized_id] + + if normalized_id: + target_alias = simplify(normalized_id) + for registered_id, meta in cls._global_metadata.items(): + if simplify(registered_id) == target_alias: + return meta + + return None + + @classmethod + def auto_discover(cls, package_name: str, package_path: str): + """Auto-discover sub-modules in a package""" + parts = package_name.split('.') + parent_module = parts[2] if len(parts) > 2 else '' + + for _, name, _ in pkgutil.iter_modules([package_path]): + try: + mod = importlib.import_module(f'{package_name}.{name}') + if hasattr(mod, 'MODULE_ID') and hasattr(mod, 'Service'): + slug = name.replace('_', '-') + cls.register(slug, mod.MODULE_ID, mod.Service) + + adapter_func = None + try: + adapter_mod = importlib.import_module(f'{package_name}.{name}.adapter') + adapter_func = getattr(adapter_mod, 'create_from_input', None) + except (ImportError, AttributeError): + pass + + BaseModuleRegistry._global_metadata[mod.MODULE_ID] = { + 'slug': slug, + 'parent_module': parent_module, + 'service_class': mod.Service, + 'adapter_func': adapter_func + } + except Exception as exc: + print(f"Module discovery error in {package_name}.{name}: {exc}") + continue + + +try: + from apps.modules.base_plate.adapter import create_from_input as base_plate_create_from_input + from apps.modules.base_plate.service import BasePlateService + BaseModuleRegistry._global_registry['base-plate'] = BasePlateService + BaseModuleRegistry._global_module_id_map['Base-Plate'] = 'base-plate' + BaseModuleRegistry._global_metadata['Base-Plate'] = { + 'slug': 'base-plate', + 'parent_module': 'base-plate', + 'service_class': BasePlateService, + 'adapter_func': base_plate_create_from_input + } +except Exception as e: + import logging + logging.getLogger(__name__).warning(f"Failed to auto-register BasePlate in registry: {e}") + + diff --git a/backend/apps/core/routing.py b/backend/apps/core/routing.py new file mode 100644 index 000000000..5ebb8f414 --- /dev/null +++ b/backend/apps/core/routing.py @@ -0,0 +1,8 @@ +ļ»æfrom django.urls import path, re_path +from . import consumers + +websocket_urlpatterns = [ + path('ws/tasks//', consumers.TaskStatusConsumer.as_asgi()), + # Real-time PSO optimization for Plate Girder + re_path(r'^ws/optimize/plate-girder/$', consumers.PSOOptimizationConsumer.as_asgi()), +] diff --git a/backend/apps/core/serializers.py b/backend/apps/core/serializers.py new file mode 100644 index 000000000..21edb5c2e --- /dev/null +++ b/backend/apps/core/serializers.py @@ -0,0 +1,131 @@ +# DRF imports +from rest_framework import serializers + +# importing models +from apps.core.models import Anchor_Bolt , Angle_Pitch , Angles , Beams , Bolt , Bolt_fy_fu , CHS , Channels , Columns , EqualAngle , UnequalAngle , Material , RHS , SHS, CustomMaterials +from apps.core.models import UserAccount, OsiFile + +######################################################### +# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # +######################################################### + +# Removed: MyTokenObtainPairSerializer - No longer needed with Firebase authentication + +class UserAccount_Serializer(serializers.ModelSerializer): + class Meta: + model = UserAccount + fields = ['username', 'email'] # No password! + + def create(self, validated_data): + return UserAccount.objects.create(**validated_data) + + def update(self, instance, validated_data): + # Only update allowed fields + instance.username = validated_data.get('username', instance.username) + instance.email = validated_data.get('email', instance.email) + instance.save() + return instance + + +class OsiFileSerializer(serializers.ModelSerializer): + + class Meta: + model = OsiFile + fields = ['id', 'file', 'created_at'] + +class Anchor_Bolt_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Anchor_Bolt + fields = '__all__' + +class Angle_Pitch_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Angle_Pitch + fields = '__all__' + +class Angles_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Angles + fields = '__all__' + + +class Beams_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Beams + fields = '__all__' + + +class Bolt_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Bolt + fields = '__all__' + + +class Bolt_fy_fu_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Bolt_fy_fu + fields = '__all__' + +class CHS_Serializer(serializers.ModelSerializer) : + + class Meta : + model = CHS + fields = '__all__' + +class Channels_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Channels + fields = '__all__' + +class Columns_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Columns + fields = '__all__' + +class EqualAngle_Serializer(serializers.ModelSerializer) : + + class Meta : + model = EqualAngle + fields = '__all__' + +class UnequalAngle_Serializer(serializers.ModelSerializer) : + + class Meta : + model = UnequalAngle + fields = '__all__' + +class Material_Serializer(serializers.ModelSerializer) : + + class Meta : + model = Material + fields = '__all__' + +class CustomMaterials_Serializer(serializers.ModelSerializer): + + class Meta : + model = CustomMaterials + fields = '__all__' + + +class RHS_Serializer(serializers.ModelSerializer) : + + class Meta : + model = RHS + fields = '__all__' + + +class SHS_Serializer(serializers.ModelSerializer) : + + class Meta : + model = SHS + fields = '__all__' + + diff --git a/backend/apps/core/signals.py b/backend/apps/core/signals.py new file mode 100644 index 000000000..e9f33db07 --- /dev/null +++ b/backend/apps/core/signals.py @@ -0,0 +1,213 @@ +""" +signals.py ā€” Osdag-web Celery signal handlers. + +1. WebSocket broadcast (existing): pushes task result to frontend. +2. InfluxDB metrics (new): records task start/end/failure timing and counts + to the osdag_metrics bucket so load-test data is queryable in Grafana. +""" + +import time +import threading +import os +import logging + +from celery.signals import task_prerun, task_postrun, task_failure, task_retry +from asgiref.sync import async_to_sync +from channels.layers import get_channel_layer + +logger = logging.getLogger(__name__) + +# ā”€ā”€ā”€ InfluxDB helpers (same lazy pattern as middleware) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +_influx_write_api = None +_influx_lock = threading.Lock() + +INFLUXDB_BUCKET = os.getenv("INFLUXDB_BUCKET", "osdag_metrics") +INFLUXDB_ORG = os.getenv("INFLUXDB_ORG", "osdag") + +# In-process store for task start times: {task_id: monotonic_start_time} +_task_start_times: dict = {} +_task_start_lock = threading.Lock() + + +def _get_write_api(): + global _influx_write_api + if _influx_write_api is not None: + return _influx_write_api + with _influx_lock: + if _influx_write_api is not None: + return _influx_write_api + url = os.getenv("INFLUXDB_URL", "http://influxdb:8086") + token = os.getenv("INFLUXDB_TOKEN", "osdag-super-secret-token") + try: + from influxdb_client import InfluxDBClient + from influxdb_client.client.write_api import ASYNCHRONOUS + client = InfluxDBClient(url=url, token=token, org=INFLUXDB_ORG) + _influx_write_api = client.write_api(write_options=ASYNCHRONOUS) + except Exception as exc: + logger.warning("[InfluxSignals] Could not connect to InfluxDB: %s", exc) + _influx_write_api = None + return _influx_write_api + + +def _write_influx(point): + """Fire-and-forget InfluxDB write (daemon thread).""" + def _do_write(): + api = _get_write_api() + if api is None: + return + try: + api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=point) + except Exception as exc: + logger.debug("[InfluxSignals] Write failed: %s", exc) + threading.Thread(target=_do_write, daemon=True).start() + + +def _make_task_point(task_name: str, task_id: str, status: str, + duration_ms: float | None = None, + queue: str = "unknown", + error_type: str = ""): + """Build an InfluxDB Point for the osdag_tasks measurement.""" + import time as _time + from influxdb_client import Point, WritePrecision + p = ( + Point("osdag_tasks") + .tag("task_name", task_name or "unknown") + .tag("task_id", task_id or "unknown") + .tag("status", status) + .tag("queue", queue) + .tag("error_type", error_type) + .field("count", 1) + .time(_time.time_ns(), WritePrecision.NANOSECONDS) + ) + if duration_ms is not None: + p = p.field("duration_ms", float(duration_ms)) + return p + + +def _resolve_queue(task) -> str: + """Best-effort queue name from task routing config.""" + try: + from django.conf import settings + routes = getattr(settings, "CELERY_TASK_ROUTES", {}) + task_name = task.name if hasattr(task, "name") else str(task) + info = routes.get(task_name, {}) + return info.get("queue", "celery") + except Exception: + return "unknown" + + +# ā”€ā”€ā”€ Signal: task started ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +@task_prerun.connect +def on_task_prerun(task_id, task, **kwargs): + with _task_start_lock: + _task_start_times[task_id] = time.monotonic() + + try: + queue = _resolve_queue(task) + p = _make_task_point( + task_name=task.name, + task_id=task_id, + status="STARTED", + queue=queue, + ) + _write_influx(p) + except Exception as exc: + logger.debug("[InfluxSignals] prerun write failed: %s", exc) + + +# ā”€ā”€ā”€ Signal: task completed (success OR failure) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +@task_postrun.connect +def on_task_postrun(task_id, task, retval, state, **kwargs): + # ā”€ā”€ 1. Existing WebSocket broadcast ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + channel_layer = get_channel_layer() + if channel_layer: + logger.info( + f"Celery task {task_id} completed with state {state}. " + "Broadcasting to channel layer." + ) + result_val = None + error_val = None + if state == "SUCCESS": + import json + try: + serialized = json.dumps(retval) + if len(serialized) > 500 * 1024: # 500 KB + logger.info( + f"Celery task {task_id} result is large " + f"({len(serialized)} bytes). Omitting from WebSocket broadcast." + ) + else: + result_val = retval + except Exception as e: + logger.error(f"Failed to serialize Celery task {task_id} result: {e}") + else: + error_val = str(retval) + + async_to_sync(channel_layer.group_send)( + f"task_{task_id}", + { + "type": "task.update", + "status": state, + "result": result_val, + "error": error_val, + }, + ) + else: + logger.error("Could not obtain Channel Layer inside Celery task_postrun signal receiver.") + + # ā”€ā”€ 2. InfluxDB metrics ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + try: + with _task_start_lock: + start = _task_start_times.pop(task_id, None) + duration_ms = (time.monotonic() - start) * 1000.0 if start is not None else None + queue = _resolve_queue(task) + p = _make_task_point( + task_name=task.name, + task_id=task_id, + status=state, + duration_ms=duration_ms, + queue=queue, + ) + _write_influx(p) + except Exception as exc: + logger.debug("[InfluxSignals] postrun write failed: %s", exc) + + +# ā”€ā”€ā”€ Signal: task raised an exception ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +@task_failure.connect +def on_task_failure(task_id, exception, task, **kwargs): + try: + error_type = type(exception).__name__ if exception else "UnknownError" + with _task_start_lock: + start = _task_start_times.pop(task_id, None) + duration_ms = (time.monotonic() - start) * 1000.0 if start is not None else None + queue = _resolve_queue(task) + p = _make_task_point( + task_name=task.name, + task_id=task_id, + status="FAILURE", + duration_ms=duration_ms, + queue=queue, + error_type=error_type, + ) + _write_influx(p) + except Exception as exc: + logger.debug("[InfluxSignals] failure write failed: %s", exc) + + +# ā”€ā”€ā”€ Signal: task is being retried ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +@task_retry.connect +def on_task_retry(request, reason, **kwargs): + try: + task_id = request.id + task_name = request.task + p = _make_task_point( + task_name=task_name, + task_id=task_id, + status="RETRY", + error_type=type(reason).__name__ if reason else "", + ) + _write_influx(p) + except Exception as exc: + logger.debug("[InfluxSignals] retry write failed: %s", exc) + diff --git a/backend/apps/core/tasks.py b/backend/apps/core/tasks.py new file mode 100644 index 000000000..1c1bef627 --- /dev/null +++ b/backend/apps/core/tasks.py @@ -0,0 +1,246 @@ +from celery import shared_task +import logging + +logger = logging.getLogger(__name__) + + +def get_service_class(module_name: str, submodule_slug: str): + """ + Helper to resolve the ServiceClass based on parent module and submodule slug. + """ + from apps.core.registry import BaseModuleRegistry + slug = submodule_slug.replace('_', '-') + service_class = BaseModuleRegistry._global_registry.get(slug) + if service_class: + return service_class + + if module_name == 'shear-connection': + from apps.modules.shear_connection.registry import ShearConnectionRegistry + return ShearConnectionRegistry.get_service_by_slug(submodule_slug) + elif module_name == 'moment-connection': + from apps.modules.moment_connection.registry import MomentConnectionRegistry + return MomentConnectionRegistry.get_service_by_slug(submodule_slug) + elif module_name == 'simple-connection': + from apps.modules.simple_connection.registry import SimpleConnectionRegistry + return SimpleConnectionRegistry.get_service_by_slug(submodule_slug) + elif module_name == 'tension-member': + from apps.modules.tension_member.registry import TensionMemberRegistry + return TensionMemberRegistry.get_service_by_slug(submodule_slug) + elif module_name == 'flexure-member': + from apps.modules.flexure_member.registry import FlexureMemberRegistry + return FlexureMemberRegistry.get_service_by_slug(submodule_slug) + elif module_name in ('compression-member', 'Compression-Member-Design'): + from apps.modules.compression_member.registry import CompressionMemberRegistry + return CompressionMemberRegistry.get_service_by_slug(submodule_slug) + elif module_name == 'base-plate': + from apps.modules.base_plate.service import BasePlateService + return BasePlateService + else: + raise ValueError(f"Unknown parent module: {module_name}") + + +def get_create_from_input_func(module_name: str, submodule_slug: str): + """ + Helper to resolve the create_from_input function for CAD hover_dict generation. + """ + from apps.core.registry import BaseModuleRegistry + slug = submodule_slug.replace('_', '-') + for meta in BaseModuleRegistry._global_metadata.values(): + if meta.get('slug') == slug and meta.get('adapter_func'): + return meta.get('adapter_func') + + try: + if module_name == 'shear-connection': + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.shear_connection.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name == 'moment-connection': + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.moment_connection.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name == 'simple-connection': + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.simple_connection.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name == 'tension-member': + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.tension_member.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name == 'flexure-member': + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.flexure_member.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name in ('compression-member', 'Compression-Member-Design'): + slug_clean = submodule_slug.replace('-', '_') + mod = __import__(f"apps.modules.compression_member.submodules.{slug_clean}.adapter", fromlist=["create_from_input"]) + return getattr(mod, "create_from_input", None) + elif module_name == 'base-plate': + from apps.modules.base_plate.adapter import create_from_input + return create_from_input + except Exception as e: + logger.warning(f"Could not dynamically import create_from_input for {module_name}/{submodule_slug}: {e}") + return None + + + +@shared_task +def healthcheck_task(): + return {"status": "ok", "worker": "celery"} + + +@shared_task(bind=True) +def run_design_calculation_task(self, module_name: str, submodule_slug: str, inputs: dict, project_id=None, user_email=None): + """ + Celery task to run CPU-bound connection design calculations. + """ + logger.info(f"Starting calculation task: {module_name}/{submodule_slug} (Task ID: {self.request.id})") + + ServiceClass = get_service_class(module_name, submodule_slug) + if not ServiceClass: + raise ValueError(f"Service class for {module_name}/{submodule_slug} not found") + + from apps.core.main_registry import WebMainRegistry + WebMainRegistry.start_recording() + try: + result = ServiceClass.calculate( + inputs=inputs, + request=None, + project_id=project_id, + user_email=user_email + ) + finally: + instances = WebMainRegistry.stop_recording() + + design_status = True + if result and isinstance(result, dict): + for inst in reversed(instances): + if hasattr(inst, 'design_status'): + design_status = bool(inst.design_status) + break + result['design_status'] = design_status + logger.info(f"Calculation task design_status resolved to: {design_status}") + + # Extract logs from recorded instances if result logs is empty/falsy + if not result.get('logs'): + extracted_logs = [] + from osdag_core.custom_logger import CustomLogger + for inst in reversed(instances): + if hasattr(inst, 'logger') and isinstance(inst.logger, CustomLogger): + inst_logs = inst.logger.get_logs() + if inst_logs: + extracted_logs.extend(inst_logs) + elif hasattr(inst, 'logs') and inst.logs: + extracted_logs.extend(inst.logs) + if extracted_logs: + result['logs'] = extracted_logs + else: + # Fallback if result is None or not a dict + for inst in reversed(instances): + if hasattr(inst, 'design_status'): + design_status = bool(inst.design_status) + break + extracted_logs = [] + from osdag_core.custom_logger import CustomLogger + for inst in reversed(instances): + if hasattr(inst, 'logger') and isinstance(inst.logger, CustomLogger): + inst_logs = inst.logger.get_logs() + if inst_logs: + extracted_logs.extend(inst_logs) + elif hasattr(inst, 'logs') and inst.logs: + extracted_logs.extend(inst.logs) + result = { + 'success': False, + 'data': {}, + 'logs': extracted_logs, + 'design_status': design_status + } + + return result + + +@shared_task(bind=True) +def run_cad_generation_task(self, module_name: str, submodule_slug: str, inputs: dict, sections: list): + """ + Celery task to generate CAD models. + """ + logger.info(f"Starting CAD generation task: {module_name}/{submodule_slug} (Task ID: {self.request.id})") + + ServiceClass = get_service_class(module_name, submodule_slug) + if not ServiceClass: + raise ValueError(f"Service class for {module_name}/{submodule_slug} not found") + + create_from_input_func = get_create_from_input_func(module_name, submodule_slug) + + from apps.core.utils.cad_helpers import generate_cad_models + result = generate_cad_models( + service_class=ServiceClass, + inputs=inputs, + sections=sections, + session_id=self.request.id, + create_from_input_func=create_from_input_func + ) + + return result + + +@shared_task(bind=True) +def run_report_generation_task(self, mapped_data: dict): + """ + Celery task to build initial reports. + """ + logger.info(f"Starting report generation task (Task ID: {self.request.id})") + + from apps.core.api.design.report_customization_api import generate_initial_report_core + payload, status_code = generate_initial_report_core(mapped_data) + + return { + "payload": payload, + "status_code": status_code + } + + +@shared_task +def clean_temporary_files(max_age_hours=24): + """ + Safety net cleanup - removes CAD files and leftover report folders + older than max_age_hours. Runs daily via Celery Beat. + Reports should already be gone (deleted in-memory on serve), + but this catches any failures. + """ + import os + import time + import shutil + from django.conf import settings + + now = time.time() + max_age_sec = max_age_hours * 3600 + file_storage_root = settings.FILE_STORAGE_ROOT + + targets = { + 'cad_models': 'file', + 'design_report': 'dir', + } + + for folder_name, item_type in targets.items(): + target_dir = os.path.join(file_storage_root, folder_name) + if not os.path.exists(target_dir): + continue + + for item in os.listdir(target_dir): + item_path = os.path.join(target_dir, item) + try: + age = now - os.path.getmtime(item_path) + if age < max_age_sec: + continue + + if item_type == 'file' and os.path.isfile(item_path): + os.remove(item_path) + logger.info(f"[cleanup] Deleted CAD file: {item_path}") + elif item_type == 'dir' and os.path.isdir(item_path): + shutil.rmtree(item_path) + logger.info(f"[cleanup] Deleted report folder: {item_path}") + + except Exception as e: + logger.warning(f"[cleanup] Failed to delete {item_path}: {e}") + + diff --git a/APP_CRASH/Appcrash/formatters/__init__.py b/backend/apps/core/tests/__init__.py similarity index 100% rename from APP_CRASH/Appcrash/formatters/__init__.py rename to backend/apps/core/tests/__init__.py diff --git a/osdag/tests/test_api.py b/backend/apps/core/tests/test_api.py similarity index 79% rename from osdag/tests/test_api.py rename to backend/apps/core/tests/test_api.py index bebd019c6..bbbb9ceef 100644 --- a/osdag/tests/test_api.py +++ b/backend/apps/core/tests/test_api.py @@ -17,8 +17,18 @@ def test_setUp(self) : static_url = '/static/' self.assertEqual(settings.STATIC_URL , static_url) - allow_origin = True - self.assertEqual(settings.CORS_ORIGIN_ALLOW_ALL , allow_origin) + allow_origins = [ + 'http://localhost:5173', + 'http://127.0.0.1:5173', + 'http://localhost:5174', + 'http://127.0.0.1:5174', + 'http://localhost:5175', + 'http://127.0.0.1:5175', + 'http://192.168.1.9:5173', + 'http://10.104.135.9:5173', + 'http://10.186.46.253:5173' + ] + self.assertEqual(settings.CORS_ALLOWED_ORIGINS, allow_origins) ### TESTING MAIN WINDOW API ### @@ -217,4 +227,47 @@ def test_invalid_moment_connection_column_to_column_splice(self) : self.assertTrue(response.status_code!=200) # 301 response = self.client.get("/osdag-web/connections/moment-connection/column_to_column_splice/") - self.assertTrue(response.status_code!=200) # 301 \ No newline at end of file + self.assertTrue(response.status_code!=200) # 301 + + +from unittest.mock import patch +import time +from apps.core.models import Project + +class ProjectAPISerializationTests(TestCase): + @patch('firebase_admin.auth.verify_id_token') + def test_project_response_no_module_id(self, mock_verify): + mock_verify.return_value = { + "uid": "user_123", + "email": "user@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # 1. Create a project using the API + post_data = { + "name": "Test Project", + "module": "Shear Connection", + "submodule": "FinPlateConnection" + } + r = self.client.post("/api/projects/", data=post_data, content_type="application/json", **headers) + self.assertEqual(r.status_code, 201) + project_id = r.json().get("project_id") + self.assertIsNotNone(project_id) + + # 2. List projects and assert module_id is not in response, but submodule is + r = self.client.get("/api/projects/", **headers) + self.assertEqual(r.status_code, 200) + projects = r.json().get("projects") + self.assertTrue(len(projects) > 0) + proj_data = projects[0] + self.assertNotIn("module_id", proj_data) + self.assertEqual(proj_data.get("submodule"), "FinPlateConnection") + + # 3. Get project details and assert module_id is not in response, but submodule is + r = self.client.get(f"/api/projects/{project_id}/", **headers) + self.assertEqual(r.status_code, 200) + detail_data = r.json().get("project") + self.assertNotIn("module_id", detail_data) + self.assertEqual(detail_data.get("submodule"), "FinPlateConnection") diff --git a/backend/apps/core/tests/test_design_pref_sync.py b/backend/apps/core/tests/test_design_pref_sync.py new file mode 100644 index 000000000..9549074d2 --- /dev/null +++ b/backend/apps/core/tests/test_design_pref_sync.py @@ -0,0 +1,120 @@ +""" +Unit tests for design preference sync merge and HTTP API. +""" + +from django.test import TestCase + +from apps.core.api.design.sync_merge import merge_design_pref_sync, list_registered_session_names + + +class DesignPrefSyncMergeTests(TestCase): + def test_fin_plate_open_copies_dock_material_to_pref_keys(self): + inputs = { + "material": "E 250 (Fe 410 W)A", + "bolt_diameter": "12", + } + resolved, meta, _md, _sd = merge_design_pref_sync( + "FinPlateConnection", + inputs, + "open", + design_pref_draft=None, + material_model=None, + ) + self.assertEqual(resolved["supporting_material"], "E 250 (Fe 410 W)A") + self.assertEqual(resolved["supported_material"], "E 250 (Fe 410 W)A") + self.assertEqual(resolved["connector_material"], "E 250 (Fe 410 W)A") + self.assertIn("material", meta["copied_from_input_dock_keys"]) + + def test_save_preserves_draft_overrides_without_forcing_dock_resync(self): + inputs = { + "material": "E 250 (Fe 410 W)A", + "supporting_material": "E 250 (Fe 410 W)A", + "supported_material": "E 250 (Fe 410 W)A", + "connector_material": "E 250 (Fe 410 W)A", + } + draft = {"connector_material": "E 350 (Fe 490)"} + resolved, _meta, _md, _sd = merge_design_pref_sync( + "FinPlateConnection", + inputs, + "save", + design_pref_draft=draft, + material_model=None, + ) + self.assertEqual(resolved["connector_material"], "E 350 (Fe 490)") + + def test_reset_applies_driver_sync(self): + inputs = {"material": "E 165 (Fe 290)"} + resolved, _meta, _md, _sd = merge_design_pref_sync( + "FinPlateConnection", + inputs, + "reset", + design_pref_draft=None, + material_model=None, + ) + self.assertEqual(resolved["connector_material"], "E 165 (Fe 290)") + self.assertIn("linked_pref_keys", _meta) + self.assertIn("connector_material", _meta["linked_pref_keys"]) + + def test_mapping_covers_all_registered_names(self): + names = list_registered_session_names() + self.assertIn("FinPlateConnection", names) + self.assertIn("Purlin Design", names) + + +class DesignPrefSyncAPITests(TestCase): + def test_defaults_post_returns_default_payload(self): + body = { + "module_session_name": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"}, + } + r = self.client.post( + "/api/design-preferences/defaults/", + data=body, + content_type="application/json", + ) + self.assertEqual(r.status_code, 200) + data = r.json() + self.assertTrue(data.get("success")) + self.assertIn("default_pref_inputs", data) + self.assertIn("metadata", data) + self.assertIn("material_details", data) + + def test_sync_post_returns_resolved_payload(self): + body = { + "module_session_name": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"}, + "operation": "open", + } + r = self.client.post( + "/api/design-preferences/sync/", + data=body, + content_type="application/json", + ) + self.assertEqual(r.status_code, 200) + data = r.json() + self.assertTrue(data.get("success")) + self.assertIn("resolved_inputs", data) + self.assertIn("metadata", data) + self.assertIn("material_details", data) + self.assertIn("copied_from_input_dock_keys", data["metadata"]) + self.assertIn("linked_pref_keys", data["metadata"]) + + def test_sync_rejects_bad_operation(self): + r = self.client.post( + "/api/design-preferences/sync/", + data={ + "module_session_name": "FinPlateConnection", + "inputs": {}, + "operation": "not-an-operation", + }, + content_type="application/json", + ) + self.assertEqual(r.status_code, 400) + + def test_sync_requires_module(self): + r = self.client.post( + "/api/design-preferences/sync/", + data={"inputs": {}, "operation": "open"}, + content_type="application/json", + ) + self.assertEqual(r.status_code, 400) diff --git a/backend/apps/core/tests/test_email_verification.py b/backend/apps/core/tests/test_email_verification.py new file mode 100644 index 000000000..cb01248bb --- /dev/null +++ b/backend/apps/core/tests/test_email_verification.py @@ -0,0 +1,92 @@ +import time +from unittest.mock import patch +from django.test import TestCase +from django.contrib.auth.models import User +from django.core.cache import cache + +class EmailVerificationTests(TestCase): + def setUp(self): + # Clear cache before each test to ensure mock tokens aren't cached between tests + cache.clear() + + @patch('firebase_admin.auth.verify_id_token') + def test_unauthenticated_guest_access(self, mock_verify): + # 1. Project API list -> should fail (401 Unauthorized because user is not authenticated) + r = self.client.get("/api/projects/") + self.assertEqual(r.status_code, 401) + + # 2. Save OSI as guest (no auth header, inline=True) -> should succeed + osi_data = { + "name": "Test Project", + "module_id": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"}, + "inline": True + } + r = self.client.post("/api/save-osi-from-inputs/", data=osi_data, content_type="application/json") + self.assertEqual(r.status_code, 200) + self.assertTrue(r.json().get("success")) + + @patch('firebase_admin.auth.verify_id_token') + def test_authenticated_unverified_email_blocked(self, mock_verify): + # Mock Firebase to return authenticated but unverified token + mock_verify.return_value = { + "uid": "user_unverified_123", + "email": "unverified@example.com", + "email_verified": False, + "exp": int(time.time()) + 3600 + } + + headers = {"HTTP_AUTHORIZATION": "Bearer fake_unverified_token"} + + # 1. Project API list -> should return 403 Forbidden + r = self.client.get("/api/projects/", **headers) + self.assertEqual(r.status_code, 403) + self.assertIn("verify your email", r.json().get("detail", "")) + + # 2. Save OSI even with inline=True -> should return 403 Forbidden + osi_data = { + "name": "Test Project", + "module_id": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"}, + "inline": True + } + r = self.client.post("/api/save-osi-from-inputs/", data=osi_data, content_type="application/json", **headers) + self.assertEqual(r.status_code, 403) + self.assertIn("verify your email", r.json().get("detail", "")) + + # 3. Design Preference Sync -> should return 403 Forbidden + sync_data = { + "module_session_name": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"}, + "operation": "open" + } + r = self.client.post("/api/design-preferences/sync/", data=sync_data, content_type="application/json", **headers) + self.assertEqual(r.status_code, 403) + self.assertIn("verify your email", r.json().get("detail", "")) + + @patch('firebase_admin.auth.verify_id_token') + def test_authenticated_verified_email_allowed(self, mock_verify): + # Mock Firebase to return authenticated and verified token + mock_verify.return_value = { + "uid": "user_verified_123", + "email": "verified@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + + headers = {"HTTP_AUTHORIZATION": "Bearer fake_verified_token"} + + # 1. Project API list -> should succeed with 200 OK (returns empty projects list) + r = self.client.get("/api/projects/", **headers) + self.assertEqual(r.status_code, 200) + self.assertTrue(r.json().get("success")) + + # 2. Save OSI -> should succeed with 201 Created + osi_data = { + "name": "Test Project", + "module_id": "FinPlateConnection", + "inputs": {"material": "E 250 (Fe 410 W)A"} + } + r = self.client.post("/api/save-osi-from-inputs/", data=osi_data, content_type="application/json", **headers) + self.assertEqual(r.status_code, 200) + self.assertTrue(r.json().get("success")) diff --git a/backend/apps/core/tests/test_gdpr_compliance.py b/backend/apps/core/tests/test_gdpr_compliance.py new file mode 100644 index 000000000..512388da9 --- /dev/null +++ b/backend/apps/core/tests/test_gdpr_compliance.py @@ -0,0 +1,118 @@ +import time +from unittest.mock import patch, MagicMock +from django.test import TestCase +from django.contrib.auth.models import User +from django.core.cache import cache +from django.utils import timezone +from datetime import timedelta +from django.conf import settings +from apps.core.models import UserAccount, Project, CustomMaterials + +class GDPRComplianceTests(TestCase): + def setUp(self): + cache.clear() + # Create a standard user and user account + self.user = User.objects.create_user( + username="test_uid_123", + email="test@example.com", + password="testpassword" + ) + self.user_account = UserAccount.objects.create( + user=self.user, + username="test_uid_123", + email="test@example.com" + ) + + @patch('firebase_admin.auth.verify_id_token') + @patch('firebase_admin.auth.delete_user') + def test_delete_account_success(self, mock_delete_user, mock_verify): + Project.objects.create( + name="Project Alpha", + module="Shear Connection", + submodule="FinPlateConnection", + inputs_json={"material": "Fe 410"}, + outputs_json={"status": "pass"}, + user_email="test@example.com" + ) + + # Setup authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Call delete account API + response = self.client.delete("/api/auth/delete-account/", **headers) + self.assertEqual(response.status_code, 200) + self.assertTrue(response.json().get("success")) + + # Verify DB updates User, UserAccount and associated data are completely purged + self.assertFalse(User.objects.filter(username="test_uid_123").exists()) + self.assertFalse(UserAccount.objects.filter(username="test_uid_123").exists()) + self.assertFalse(Project.objects.filter(user_email="test@example.com").exists()) + + # Verify Firebase deletion call + mock_delete_user.assert_called_once_with("test_uid_123") + + @patch('firebase_admin.auth.verify_id_token') + def test_data_portability_export(self, mock_verify): + # Create some projects for the user + Project.objects.create( + name="Project Alpha", + module="Shear Connection", + submodule="FinPlateConnection", + inputs_json={"material": "Fe 410"}, + outputs_json={"status": "pass"}, + user_email="test@example.com" + ) + Project.objects.create( + name="Project Beta", + module="Tension Member", + submodule="LugAngle", + inputs_json={"material": "Fe 410"}, + outputs_json={"status": "fail"}, + user_email="test@example.com" + ) + + # Create custom material for the user + CustomMaterials.objects.create( + user=self.user, + Grade="Grade E250", + Yield_Stress_less_than_20=250, + Yield_Stress_between_20_and_neg40=240, + Yield_Stress_greater_than_40=230, + Ultimate_Tensile_Stress=410, + Elongation=23 + ) + + # Mock authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Export user data + response = self.client.get("/api/auth/export-data/", **headers) + self.assertEqual(response.status_code, 200) + self.assertEqual(response.headers["Content-Type"], "application/json") + self.assertIn("attachment", response.headers["Content-Disposition"]) + + data = response.json() + self.assertEqual(data.get("user", {}).get("email"), "test@example.com") + self.assertEqual(data.get("user", {}).get("username"), "test_uid_123") + + projects = data.get("projects", []) + self.assertEqual(len(projects), 2) + project_names = [p["name"] for p in projects] + self.assertIn("Project Alpha", project_names) + self.assertIn("Project Beta", project_names) + + custom_materials = data.get("custom_materials", []) + self.assertEqual(len(custom_materials), 1) + self.assertEqual(custom_materials[0]["Grade"], "Grade E250") diff --git a/backend/apps/core/tests/test_my_data.py b/backend/apps/core/tests/test_my_data.py new file mode 100644 index 000000000..89e6208a1 --- /dev/null +++ b/backend/apps/core/tests/test_my_data.py @@ -0,0 +1,259 @@ +import time +from unittest.mock import patch +from django.test import TestCase +from django.contrib.auth.models import User +from django.core.cache import cache +from apps.core.models import UserAccount, Project, CustomMaterials +from apps.sections.models import UserCustomBeam + +class MyDataTests(TestCase): + def setUp(self): + cache.clear() + # Create a standard user and user account + self.user = User.objects.create_user( + username="test_uid_123", + email="test@example.com", + password="testpassword" + ) + self.user_account = UserAccount.objects.create( + user=self.user, + username="test_uid_123", + email="test@example.com" + ) + + @patch('firebase_admin.auth.verify_id_token') + def test_my_data_listing(self, mock_verify): + # Create a project + Project.objects.create( + name="Project Alpha", + module="Shear Connection", + submodule="FinPlateConnection", + inputs_json={"material": "Fe 410"}, + outputs_json={"status": "pass"}, + user_email="test@example.com" + ) + # Create a custom material + CustomMaterials.objects.create( + user=self.user, + Grade="Grade E250 Custom", + Yield_Stress_less_than_20=250, + Yield_Stress_between_20_and_neg40=240, + Yield_Stress_greater_than_40=230, + Ultimate_Tensile_Stress=410, + Elongation=20 + ) + # Create a custom section + UserCustomBeam.objects.create( + user=self.user, + Designation="Custom_Beam_1", + Mass=30.0, + Area=38.0, + D=250.0, + B=125.0, + tw=6.9, + T=9.7, + FlangeSlope=98, + R1=10.0, + R2=5.0, + Iz=3000.0, + Iy=300.0, + rz=10.0, + ry=2.8, + Zz=240.0, + Zy=48.0, + Zpz=280.0, + Zpy=75.0, + Source="Custom", + Type="I Section" + ) + + # Setup authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Request GET my-data API + response = self.client.get("/api/auth/my-data/", **headers) + self.assertEqual(response.status_code, 200) + data = response.json() + + self.assertEqual(len(data.get("projects", [])), 1) + self.assertEqual(data["projects"][0]["name"], "Project Alpha") + + self.assertEqual(len(data.get("custom_materials", [])), 1) + self.assertEqual(data["custom_materials"][0]["Grade"], "Grade E250 Custom") + + self.assertEqual(len(data.get("custom_sections", [])), 1) + self.assertEqual(data["custom_sections"][0]["Designation"], "Custom_Beam_1") + self.assertEqual(data["custom_sections"][0]["table"], "Beams") + + @patch('firebase_admin.auth.verify_id_token') + def test_custom_material_deletion(self, mock_verify): + # Create a custom material + material = CustomMaterials.objects.create( + user=self.user, + Grade="MaterialToDelete", + Yield_Stress_less_than_20=250, + Yield_Stress_between_20_and_neg40=240, + Yield_Stress_greater_than_40=230, + Ultimate_Tensile_Stress=410, + Elongation=20 + ) + + # Setup authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Deleting with valid material_id + response = self.client.delete(f"/api/materialDetails/{material.id}/", **headers) + self.assertEqual(response.status_code, 200) + self.assertTrue(response.json().get("success")) + self.assertFalse(CustomMaterials.objects.filter(id=material.id).exists()) + + @patch('firebase_admin.auth.verify_id_token') + def test_custom_material_update(self, mock_verify): + # Create a custom material + material = CustomMaterials.objects.create( + user=self.user, + Grade="MaterialToUpdate", + Yield_Stress_less_than_20=250, + Yield_Stress_between_20_and_neg40=240, + Yield_Stress_greater_than_40=230, + Ultimate_Tensile_Stress=410, + Elongation=20 + ) + + # Setup authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Perform PUT request to update material properties + updated_data = { + "id": material.id, + "Grade": "MaterialUpdated", + "Yield_Stress_less_than_20": 260, + "Yield_Stress_between_20_and_neg40": 250, + "Yield_Stress_greater_than_40": 240, + "Ultimate_Tensile_Stress": 420, + "Elongation": 22 + } + response = self.client.put( + f"/api/materialDetails/{material.id}/", + data=updated_data, + content_type="application/json", + **headers + ) + self.assertEqual(response.status_code, 200) + self.assertTrue(response.json().get("success")) + + # Verify database has updated values + material.refresh_from_db() + self.assertEqual(material.Grade, "MaterialUpdated") + self.assertEqual(material.Yield_Stress_less_than_20, 260) + self.assertEqual(material.Yield_Stress_between_20_and_neg40, 250) + self.assertEqual(material.Yield_Stress_greater_than_40, 240) + self.assertEqual(material.Ultimate_Tensile_Stress, 420) + self.assertEqual(material.Elongation, 22) + + @patch('firebase_admin.auth.verify_id_token') + def test_custom_section_update(self, mock_verify): + # Create a custom section + section = UserCustomBeam.objects.create( + user=self.user, + Designation="BeamToUpdate", + Mass=30.0, + Area=38.0, + D=250.0, + B=125.0, + tw=6.9, + T=9.7, + FlangeSlope=98, + R1=10.0, + R2=5.0, + Iz=3000.0, + Iy=300.0, + rz=10.0, + ry=2.8, + Zz=240.0, + Zy=48.0, + Zpz=280.0, + Zpy=75.0, + Source="Custom", + Type="I Section" + ) + + # Setup authentication + mock_verify.return_value = { + "uid": "test_uid_123", + "email": "test@example.com", + "email_verified": True, + "exp": int(time.time()) + 3600 + } + headers = {"HTTP_AUTHORIZATION": "Bearer fake_token"} + + # Perform PUT request to update section properties + updated_data = { + "id": section.id, + "Designation": "BeamUpdated", + "Mass": 35.5, + "Area": 40.2, + "D": 260.0, + "B": 130.0, + "tw": 7.2, + "T": 10.0, + "FlangeSlope": 98.0, + "R1": 11.0, + "R2": 5.5, + "Iz": 3200.0, + "Iy": 320.0, + "rz": 10.5, + "ry": 3.0, + "Zz": 260.0, + "Zy": 52.0, + "Zpz": 300.0, + "Zpy": 80.0, + "Source": "Custom", + "Type": "I Section" + } + response = self.client.put( + "/api/sections/custom/?table=Beams", + data=updated_data, + content_type="application/json", + **headers + ) + self.assertEqual(response.status_code, 200) + + # Verify database has updated values + section.refresh_from_db() + self.assertEqual(section.Designation, "BeamUpdated") + self.assertEqual(float(section.Mass), 35.5) + self.assertEqual(float(section.Area), 40.2) + self.assertEqual(float(section.D), 260.0) + self.assertEqual(float(section.B), 130.0) + self.assertEqual(float(section.tw), 7.2) + self.assertEqual(float(section.T), 10.0) + self.assertEqual(float(section.R1), 11.0) + self.assertEqual(float(section.R2), 5.5) + self.assertEqual(float(section.Iz), 3200.0) + self.assertEqual(float(section.Iy), 320.0) + self.assertEqual(float(section.rz), 10.5) + self.assertEqual(float(section.ry), 3.0) + self.assertEqual(float(section.Zz), 260.0) + self.assertEqual(float(section.Zy), 52.0) + self.assertEqual(float(section.Zpz), 300.0) + self.assertEqual(float(section.Zpy), 80.0) + diff --git a/backend/apps/core/urls.py b/backend/apps/core/urls.py new file mode 100644 index 000000000..47d0edb4d --- /dev/null +++ b/backend/apps/core/urls.py @@ -0,0 +1,83 @@ +""" +Core app URLs - Non-module specific endpoints +Extracted from osdag/urls.py +""" +from django.urls import path +# Import from new api structure (using re-exports from __init__.py) +from apps.core.api import ( + SaveInputFileView, + JWTHomeView, GoogleSSOView, + DeleteAccountAPIView, + ExportUserDataAPIView, + MyDataAPIView, + ProjectAPI, ProjectDetailAPI, ProjectByNameAPI, + SaveOsiFromInputs, OpenOsiUpload, OpenOsiById, ModuleRoutes, ProjectOsiDownload, + ParseReportSections, CustomizeReport, + DesignPreference, DesignPreferenceSync, DesignPreferenceDefaults, MaterialDetails, CompanyLogoView, + CADGeneration, CADDownload, CADExport +) +from apps.core import views + +app_name = 'core' + +urlpatterns = [ + # Design preferences + path('api/design-preferences/', DesignPreference.as_view(), name="design-pref"), + path('api/design-preferences/defaults/', DesignPreferenceDefaults.as_view(), name="design-pref-defaults"), + path('api/design-preferences/sync/', DesignPreferenceSync.as_view(), name="design-pref-sync"), + path('api/materialDetails/', MaterialDetails.as_view()), + path('api/materialDetails//', MaterialDetails.as_view()), + path('api/company-logo/', CompanyLogoView.as_view()), + + # Authentication and authorization + path('jwt/home', JWTHomeView.as_view()), # view for testing purpose + path('googlesso/', GoogleSSOView.as_view()), + path('api/auth/firebase-login/', views.FirebaseAuthView.as_view(), name="firebase_auth"), + path('api/auth/delete-account/', DeleteAccountAPIView.as_view(), name="delete_account"), + path('api/auth/export-data/', ExportUserDataAPIView.as_view(), name="export_data"), + path('api/auth/my-data/', MyDataAPIView.as_view(), name="my_data"), + path('api/dashboard/', views.dashboard_view, name='dashboard'), + + # User URLs + path('api/user/saveinput/', SaveInputFileView.as_view()), + + + # OSI upload via DRF (multipart form-data) + path('api/save-osi/', SaveInputFileView.as_view()), + + # Project management URLs + path('api/projects/', ProjectAPI.as_view(), name='projects'), + path('api/projects//', ProjectDetailAPI.as_view(), name='project-detail'), + path('api/projects/by-name//', ProjectByNameAPI.as_view(), name='project-by-name'), + + # OSI endpoints + path('api/save-osi-from-inputs/', SaveOsiFromInputs.as_view()), + path('api/open-osi/', OpenOsiUpload.as_view()), + path('api/open-osi//', OpenOsiById.as_view()), + path('api/module-routes/', ModuleRoutes.as_view()), + path('api/projects//osi', ProjectOsiDownload.as_view()), + + # Report customization API endpoints + path('api/report/parse-sections/', ParseReportSections.as_view(), name='parse-report-sections'), + path('api/report/customize/', CustomizeReport.as_view(), name='customize-report'), + + # CAD generation & download (new backend handlers) + path('api/design/cad', CADGeneration.as_view()), + path('api/design/cad/', CADGeneration.as_view()), + path('api/design/downloadCad', CADDownload.as_view()), + path('api/design/downloadCad/', CADDownload.as_view()), + path('api/design/exportCad', CADExport.as_view()), + path('api/design/exportCad/', CADExport.as_view()), + + # Legacy design type views (temporary - may be moved later) + path('osdag-web/', views.get_design_types, name='index'), + path('osdag-web/connections', views.get_connections, name='connections'), + path('osdag-web/connections/shear-connection', views.get_shear_connection, name='shear-connection'), + path('osdag-web/connections/moment-connection', views.get_moment_connection, name='moment_connection'), + path('osdag-web/connections/moment-connection/beam-to-beam-splice', views.get_b2b_splice, name='beam-to-beam-splice'), + path('osdag-web/connections/moment-connection/beam-to-column', views.get_b2column, name='beam-to-column'), + path('osdag-web/connections/moment-connection/column-to-column-splice', views.get_c2c_splice, name='column-to-column-splice'), + path('osdag-web/connections/base-plate', views.get_base_plate, name='base-plate'), + path('osdag-web/tension-member', views.get_tension_member, name='tension-member'), + path('api/tasks//', views.TaskStatusAPIView.as_view(), name='task-status'), +] diff --git a/backend/apps/core/utils/REPORT_IMAGE_GENERATION.md b/backend/apps/core/utils/REPORT_IMAGE_GENERATION.md new file mode 100644 index 000000000..bce3f12f3 --- /dev/null +++ b/backend/apps/core/utils/REPORT_IMAGE_GENERATION.md @@ -0,0 +1,267 @@ + +## Problem Statement + +When generating design reports via the web API, CAD images (3D, front, top, side views) were either: +1. **Missing** - Causing LaTeX compilation errors (`File 'None' not found`) +2. **Colorless/White** - Images were generated but appeared as blank white canvases without any geometry or colors +3. **Single-color** - Images showed geometry but without the distinct colors for different parts (beams, columns, plates, bolts, welds) that users see in the GUI + +### Root Causes + +1. **Missing Image Generation**: The CLI approach (`save_design()`) expects images to already exist, but the web API wasn't generating them before calling `save_design()`. + +2. **Incorrect Rendering Method**: Initial attempts used VTK or Open3D rendering, which: + - Don't support the colored rendering used by the GUI + - Produce single-color or grayscale images + - Don't replicate the exact visual appearance of the GUI + +3. **BREP File Approach**: Loading pre-generated BREP files directly loses color information, as colors are applied during CAD generation, not stored in BREP files. + +## Solution + +The solution replicates the exact GUI rendering approach using: +- **Qt/PySide6** with OpenCASCADE display (same as GUI) +- **Module-based CAD generation** - Uses the module's own `call_3DModel()` and `display_3DModel()` methods +- **Headless rendering** - Uses Qt's offscreen platform plugin with Xvfb + +### Architecture + +``` +Web API Request + ā†“ +generate_cad_images_for_report() + ā†“ +generate_with_opencascade_display() [PRIMARY - WITH COLORS] + ā”œā”€ Setup headless Qt (QT_QPA_PLATFORM=offscreen) + ā”œā”€ Create offscreen display (pyside6 backend) + ā”œā”€ Create CommonDesignLogic instance + ā”œā”€ Call module.call_3DModel() ā†’ Creates CAD with colored parts + ā”œā”€ Call display_3DModel() ā†’ Displays with colors + ā”œā”€ Set white background for reports + ā””ā”€ Export 4 views: 3d.png, front.png, top.png, side.png + ā†“ +[If Qt fails] +generate_with_vtk() [FALLBACK - NO COLORS] + ā””ā”€ Single-color rendering +``` + +## Setup Requirements + +### System Packages + +#### 1. Xvfb (X Virtual Framebuffer) +Required for headless Qt rendering. + +```bash +sudo apt-get update +sudo apt-get install xvfb +``` + +**Why needed**: Qt's offscreen platform plugin requires a display server. Xvfb provides a virtual display for headless environments. + +#### 2. libxcb-cursor0 +Required for Qt's xcb platform plugin (even when using offscreen). + +```bash +sudo apt-get install libxcb-cursor0 +``` + +**Why needed**: Qt 6.5+ requires this library for the xcb platform plugin, even when using offscreen rendering. + +### Python Packages + +All required packages should already be in `requirements.txt`: + +- **PySide6** - Qt Python bindings (already installed) +- **pythonocc-core** - OpenCASCADE Python bindings (already installed) +- **vtk** - VTK library (fallback rendering, already installed) + +### Verification + +Check if Xvfb is installed: +```bash +which Xvfb +``` + +Check if libxcb-cursor0 is installed: +```bash +dpkg -l | grep libxcb-cursor +``` + +## How It Works + +### 1. Module CAD Generation + +Instead of loading pre-generated BREP files, the solution uses the module's own CAD generation logic: + +```python +# Create CommonDesignLogic (same as GUI) +comm_logic = CommonDesignLogic( + display=off_display, + cad_widget=mock_widget, + folder=folder, + connection=connection, + mainmodule=mainmodule +) + +# Call module's CAD generation (creates colored parts) +comm_logic.call_3DModel(design_status, module) + +# Display with colors (like GUI) +comm_logic.display_3DModel("Model", "gradient_light") +``` + +This ensures: +- **Individual parts are created** with their respective colors (beams, plates, bolts, welds) +- **Colors match the GUI** exactly +- **No BREP conversion needed** - colors are applied during generation + +### 2. Headless Qt Setup + +```python +# Set Qt to use offscreen platform (must be before Qt imports) +os.environ['QT_QPA_PLATFORM'] = 'offscreen' + +# Create offscreen display with pyside6 backend +off_display, _, _, _ = init_display_off_screen(backend_str='pyside6') +``` + +### 3. Image Export + +After displaying the model with colors: + +```python +# Set white background for reports +off_display.set_bg_gradient_color([255, 255, 255], [126, 126, 126]) + +# Export 4 views +off_display.ExportToImage('3d.png') # 3D view +off_display.View_Front() +off_display.FitAll() +off_display.Repaint() +off_display.ExportToImage('front.png') # Front view +# ... (top.png, side.png) +``` + +## File Structure + +``` +Osdag-web/ +ā”œā”€ā”€ backend/ +ā”‚ ā””ā”€ā”€ apps/ +ā”‚ ā””ā”€ā”€ core/ +ā”‚ ā””ā”€ā”€ utils/ +ā”‚ ā””ā”€ā”€ report_image_generator.py # Main implementation +ā”œā”€ā”€ osdag_core/ +ā”‚ ā”œā”€ā”€ cad/ +ā”‚ ā”‚ ā””ā”€ā”€ common_logic.py # CommonDesignLogic (modified for headless) +ā”‚ ā””ā”€ā”€ texlive/ +ā”‚ ā””ā”€ā”€ Design_wrapper.py # Display initialization +ā””ā”€ā”€ backend/ + ā””ā”€ā”€ file_storage/ + ā””ā”€ā”€ design_report/ + ā””ā”€ā”€ ResourceFiles/ + ā””ā”€ā”€ images/ # Generated images stored here + ā”œā”€ā”€ 3d.png + ā”œā”€ā”€ front.png + ā”œā”€ā”€ top.png + ā””ā”€ā”€ side.png +``` + +## Key Code Changes + +### 1. `report_image_generator.py` + +- **`generate_with_opencascade_display()`**: Primary rendering function using Qt/OpenCASCADE +- **Module-based CAD generation**: Uses `CommonDesignLogic.call_3DModel()` instead of BREP loading +- **Fallback chain**: Qt ā†’ VTK ā†’ Open3D ā†’ broken.png + +### 2. `common_logic.py` + +- **Optional cleanup coordinator**: Made `osdag_gui.OS_safety_protocols` import optional for headless mode +- **Headless-compatible**: Works without GUI dependencies + +### 3. `Design_wrapper.py` + +- **Removed verbose print**: Cleaned up debug output + +## Troubleshooting + +### Issue: "Xvfb not found" +**Solution**: Install Xvfb (see Setup Requirements) + +### Issue: "Could not load the Qt platform plugin 'xcb'" +**Solution**: Install `libxcb-cursor0` (see Setup Requirements) + +### Issue: "'Viewer3d' object has no attribute 'Update'" +**Solution**: Use `Repaint()` instead of `Update()` for OpenCASCADE display objects. + +### Issue: Images are still white/colorless +**Check**: +1. Is Qt rendering being used? Check logs for `[REPORT_IMG] ATTEMPTING Qt/OpenCASCADE RENDERING` +2. Is `call_3DModel()` succeeding? Check logs for `connectivityObj exists` +3. Are colors being applied? Check that `display_3DModel()` is called with "Model" component + +### Issue: "Module CAD generation failed" +**Possible causes**: +1. Module object is None or invalid +2. Module doesn't have required attributes (`design_status`, `module`, `mainmodule`) +3. CAD generation function doesn't exist for this module type + +**Solution**: Ensure module is properly initialized before calling `generate_cad_images_for_report()` + +## Testing + +### Manual Test + +1. Generate a report via web API +2. Check generated images in `backend/file_storage/design_report/ResourceFiles/images/` +3. Verify: + - Images exist (3d.png, front.png, top.png, side.png) + - Images show geometry (not blank) + - Images have colors (beams, plates, bolts in different colors) + - Colors match GUI appearance + +### Automated Test + +```python +from backend.apps.core.utils.report_image_generator import generate_cad_images_for_report + +# Create module instance +module = create_from_input(input_values) + +# Generate images +result = generate_cad_images_for_report(module, output_dir) + +# Verify +assert result['success'] == True +assert '3d' in result['images'] +assert os.path.exists(result['images']['3d']) +``` + +## Performance Considerations + +- **Qt rendering**: ~2-5 seconds per report (with colors) +- **VTK fallback**: ~1-2 seconds per report (no colors) +- **Image generation**: Happens synchronously before `save_design()` call + +## Future Improvements + +1. **Caching**: Cache generated images if design parameters haven't changed +2. **Async generation**: Generate images asynchronously to improve API response time +3. **Image optimization**: Compress images or use different formats for smaller file sizes +4. **Error recovery**: Better fallback handling and error messages + +## Related Files + +- `backend/apps/core/utils/report_image_generator.py` - Main implementation +- `backend/apps/core/api/design/design_report_pdf_view.py` - API endpoint that calls image generation +- `osdag_core/design_report/reportGenerator_latex.py` - LaTeX report generator (uses images) +- `osdag_core/cad/common_logic.py` - CAD generation logic (used by both GUI and web) + +## References + +- OpenCASCADE Documentation: https://dev.opencascade.org/ +- Qt Offscreen Rendering: https://doc.qt.io/qt-6/qoffscreensurface.html +- PySide6 Documentation: https://doc.qt.io/qtforpython/ + diff --git a/backend/apps/core/utils/__init__.py b/backend/apps/core/utils/__init__.py new file mode 100644 index 000000000..e7e311a29 --- /dev/null +++ b/backend/apps/core/utils/__init__.py @@ -0,0 +1,25 @@ +""" +Core utilities package - Re-exports for convenience +""" +from .errors import OsdagApiException, MissingKeyError, InvalidInputTypeError +from .validation import ( + validate_list_type, contains_keys, custom_list_validation, + int_able, float_able, is_yes_or_no, + validate_string, validate_num, validate_arr +) +from .mesh_export import write_stl +from .cad_export import export_step, export_iges + +__all__ = [ + # Errors + 'OsdagApiException', 'MissingKeyError', 'InvalidInputTypeError', + # Validation utilities + 'validate_list_type', 'contains_keys', 'custom_list_validation', + 'int_able', 'float_able', 'is_yes_or_no', + 'validate_string', 'validate_num', 'validate_arr', + # Mesh export + 'write_stl', + # CAD export + 'export_step', 'export_iges', +] + diff --git a/backend/apps/core/utils/cad_export.py b/backend/apps/core/utils/cad_export.py new file mode 100644 index 000000000..d8aef2ed0 --- /dev/null +++ b/backend/apps/core/utils/cad_export.py @@ -0,0 +1,191 @@ +""" +OCC CAD export helpers. + +These functions export an in-memory OCC TopoDS_Shape to the requested file format. +Adapters should call these helpers for on-demand exports. +""" + +import os + + +def _ensure_parent_dir(path: str) -> None: + parent = os.path.dirname(path) + if parent and not os.path.exists(parent): + os.makedirs(parent, exist_ok=True) + + +def export_step(shape, out_path: str) -> str: + """Export `shape` to STEP (.step).""" + from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs + + _ensure_parent_dir(out_path) + + step_writer = STEPControl_Writer() + step_writer.Transfer(shape, STEPControl_AsIs) + ok = step_writer.Write(out_path) == 1 + if not ok: + raise RuntimeError(f"Failed to write STEP file: {out_path}") + return out_path + + +def export_iges(shape, out_path: str) -> str: + """Export `shape` to IGES (.iges).""" + from OCC.Core.IGESControl import IGESControl_Writer + + _ensure_parent_dir(out_path) + + iges_writer = IGESControl_Writer() + iges_writer.AddShape(shape) + ok = iges_writer.Write(out_path) == 1 + if not ok: + raise RuntimeError(f"Failed to write IGES file: {out_path}") + return out_path + + +def export_ifc(shape, out_path: str) -> str: + """ + Export `shape` to IFC4 (.ifc) using IfcOpenShell mesh representation. + + Requires the `ifcopenshell` package (see requirements.txt). + Tessellation is produced via an intermediate STL mesh for broad OCC compatibility. + """ + try: + import ifcopenshell.api.aggregate + import ifcopenshell.api.context + import ifcopenshell.api.geometry + import ifcopenshell.api.project + import ifcopenshell.api.root + import ifcopenshell.api.spatial + import ifcopenshell.api.unit + except ImportError as e: + raise RuntimeError( + "IFC export requires the 'ifcopenshell' package. Install with: pip install ifcopenshell" + ) from e + + import struct + import tempfile + + from apps.core.utils.mesh_export import write_stl + + def _parse_binary_stl(path: str): + with open(path, "rb") as f: + f.read(80) + (n_tri,) = struct.unpack(" 50_000_000: + raise ValueError("STL binary header looks invalid; refusing to parse") + vertices = [] + faces = [] + idx = 0 + for _ in range(n_tri): + f.read(12) + for _t in range(3): + x, y, z = struct.unpack("= 4: + facet_verts.append( + (float(parts[1]), float(parts[2]), float(parts[3])) + ) + elif parts[0].lower() == "endfacet": + if len(facet_verts) == 3: + base = len(vertices) + vertices.extend(facet_verts) + faces.append([base, base + 1, base + 2]) + facet_verts = [] + return vertices, faces + + def _parse_stl_mesh(path: str): + with open(path, "rb") as f: + head = f.read(512) + stripped = head.lstrip() + if stripped.lower().startswith(b"solid"): + return _parse_ascii_stl(path) + return _parse_binary_stl(path) + + _ensure_parent_dir(out_path) + + # IFC mesh import is sensitive to triangle count; fin-plate (etc.) at default + # tessellation can exceed millions of faces and crash IfcOpenShell / the worker. + _IFC_MAX_TRIANGLES = 400_000 + _IFC_DEFLECTIONS = (1.0, 2.0, 4.0, 8.0, 16.0, 32.0) + + with tempfile.NamedTemporaryFile(suffix=".stl", delete=False) as tmp: + stl_path = tmp.name + vertices = [] + faces = [] + try: + last_tri_count = 0 + for linear_deflection in _IFC_DEFLECTIONS: + angular = max(0.3, min(1.0, linear_deflection * 0.35)) + write_stl( + shape, + stl_path, + linear_deflection=linear_deflection, + angular_deflection=angular, + ) + vertices, faces = _parse_stl_mesh(stl_path) + last_tri_count = len(faces) + if last_tri_count <= _IFC_MAX_TRIANGLES: + break + if len(faces) > _IFC_MAX_TRIANGLES: + raise RuntimeError( + f"IFC export: tessellated mesh is still too large ({last_tri_count} triangles " + f"after coarsening up to linear_deflection={_IFC_DEFLECTIONS[-1]}). " + f"Limit is {_IFC_MAX_TRIANGLES}. Try a simpler section or export STEP for full fidelity." + ) + finally: + try: + os.unlink(stl_path) + except OSError: + pass + + if not vertices or not faces: + raise RuntimeError("IFC export failed: empty mesh from tessellation") + + model = ifcopenshell.api.project.create_file(version="IFC4") + ifcopenshell.api.root.create_entity(model, ifc_class="IfcProject", name="Osdag CAD Export") + ifcopenshell.api.unit.assign_unit(model) + context = ifcopenshell.api.context.add_context(model, context_type="Model") + body = ifcopenshell.api.context.add_context( + model, + context_type="Model", + context_identifier="Body", + target_view="MODEL_VIEW", + parent=context, + ) + site = ifcopenshell.api.root.create_entity(model, ifc_class="IfcSite", name="Site") + building = ifcopenshell.api.root.create_entity(model, ifc_class="IfcBuilding", name="Building") + storey = ifcopenshell.api.root.create_entity(model, ifc_class="IfcBuildingStorey", name="Export Level") + project = model.by_type("IfcProject")[0] + ifcopenshell.api.aggregate.assign_object(model, relating_object=project, products=[site]) + ifcopenshell.api.aggregate.assign_object(model, relating_object=site, products=[building]) + ifcopenshell.api.aggregate.assign_object(model, relating_object=building, products=[storey]) + + element = ifcopenshell.api.root.create_entity( + model, ifc_class="IfcBuildingElementProxy", name="CAD_Model" + ) + ifcopenshell.api.geometry.edit_object_placement(model, product=element) + representation = ifcopenshell.api.geometry.add_mesh_representation( + model, + context=body, + vertices=[vertices], + faces=[faces], + ) + ifcopenshell.api.geometry.assign_representation(model, product=element, representation=representation) + ifcopenshell.api.spatial.assign_container(model, relating_structure=storey, products=[element]) + model.write(out_path) + return out_path + diff --git a/backend/apps/core/utils/cad_helpers.py b/backend/apps/core/utils/cad_helpers.py new file mode 100644 index 000000000..0ab83db41 --- /dev/null +++ b/backend/apps/core/utils/cad_helpers.py @@ -0,0 +1,302 @@ +""" +CAD Generation Helper Functions +Extracted from legacy cad_model_api.py for reuse in new module-based endpoints +""" +import os +import uuid +import base64 +import json as json_module +from typing import Dict, List, Any, Optional + + +# Sections mapping for each module/submodule +SECTION_MAPPINGS = { + 'shear-connection': { + 'fin-plate': ['Model', 'Beam', 'Column', 'Plate', 'Bolt', 'Weld'], + 'cleat-angle': ['Model', 'Beam', 'Column', 'cleatAngle', 'Bolt', 'Weld'], + 'end-plate': ['Model', 'Beam', 'Column', 'Plate', 'Bolt', 'Weld'], + 'seated-angle': ['Model', 'Beam', 'Column', 'SeatedAngle', 'Bolt', 'Weld'], + }, + 'moment-connection': { + 'beam-beam-cover-plate-bolted': ['Model', 'Beam', 'CoverPlate', 'Bolt'], + 'beam-beam-cover-plate-welded': ['Model', 'Beam', 'Connector', 'Weld'], + 'beam-beam-end-plate': ['Model', 'Beam', 'Connector', 'Bolt', 'Weld'], + 'beam-column-end-plate': ['Model', 'Beam', 'Column', 'Connector', 'Bolt', 'Weld'], + 'column-column-cover-plate-bolted': ['Model', 'Column', 'CoverPlate', 'Bolt'], + 'column-column-cover-plate-welded': ['Model', 'Column', 'CoverPlate', 'Weld'], + 'column-column-end-plate': ['Model', 'Column', 'Connector', 'Bolt', 'Weld'], + }, + 'simple-connection': { + 'lap-joint-bolted': ['Model', 'Plate 1', 'Plate 2', 'Bolts'], + 'lap-joint-welded': ['Model', 'Plate 1', 'Plate 2', 'Welds'], + 'butt-joint-bolted': ['Model', 'Plate 1', 'Plate 2', 'Cover Plate', 'Bolts'], + 'butt-joint-welded': ['Model', 'Plate 1', 'Plate 2', 'Cover Plate', 'Welds'], + }, + 'tension-member': { + 'bolted': ['Model', 'Member', 'Plate', 'Endplate'], + 'welded': ['Model', 'Member', 'Plate', 'Endplate'], + }, + 'flexure-member': { + 'simply-supported-beam': ['Model', 'Beam'], + 'on-cantilever': ['Model', 'Beam'], + 'purlin': ['Model'], + 'plate-girder': ['Model', 'Web', 'Top Flange', 'Bottom Flange', 'Stiffeners'], + }, + 'base-plate': { + 'base-plate': ['Model', 'Column', 'Plate', 'Welds', 'Bolts', 'Concrete', 'Grout'], + }, + 'compression-member': { + 'struts-bolted': ['Model', 'Member'], + 'struts-welded': ['Model', 'Member', 'Plate', 'Endplate'], + 'axially-loaded-column': ['Model'], + }, +} + + +def get_default_sections(module_name: str, submodule_slug: str) -> List[str]: + """ + Get default sections for a module/submodule combination. + + Args: + module_name: Parent module name (e.g., 'shear-connection') + submodule_slug: Submodule slug (e.g., 'fin-plate') + + Returns: + List of section names to generate + """ + return SECTION_MAPPINGS.get(module_name, {}).get(submodule_slug, ['Model']) + + +def resolve_file_path(path: str, repo_root: str, backend_root: str) -> tuple[str, str]: + """ + Resolve a relative or absolute file path to an absolute path. + + Args: + path: File path (relative or absolute) + repo_root: Repository root directory + backend_root: Backend root directory + + Returns: + Tuple of (absolute_path, base_root) + """ + if os.path.isabs(path): + return path, repo_root + + # Try repo root first, then backend root + path_repo_root = os.path.join(repo_root, path) + path_backend_root = os.path.join(backend_root, path) + + if os.path.exists(path_repo_root): + return path_repo_root, repo_root + elif os.path.exists(path_backend_root): + return path_backend_root, backend_root + else: + # Default to repo root for error reporting + return path_repo_root, repo_root + + +def generate_cad_models( + service_class, + inputs: Dict[str, Any], + sections: Optional[List[str]] = None, + session_id: Optional[str] = None, + create_from_input_func=None +) -> Dict[str, Any]: + """ + Generate CAD models for given sections using a service class. + + Args: + service_class: Service class with get_cad_model method + inputs: Design input parameters + sections: List of sections to generate (if None, uses default) + session_id: Session identifier (if None, generates UUID) + create_from_input_func: Optional function to create module instance for hover_dict + + Returns: + Dictionary with: + - 'files': Dict mapping section names to base64-encoded file data + - 'hover_dict': Dict mapping part names to hover tooltip text + - 'warnings': List of warning/error dicts + """ + # Get repository and backend roots + current_dir = os.path.dirname(os.path.abspath(__file__)) + repo_root = os.path.abspath(os.path.join(current_dir, "../../../../")) + backend_root = os.path.join(repo_root, "backend") + + # Generate session ID if not provided + if session_id is None: + session_id = str(uuid.uuid4()) + + # Initialize output + output_files = {} + error_details = [] + + # Generate CAD for each section + for section in sections: + print(f"[cad_helpers] Generating section: {section}") + try: + # Check if service has get_cad_model method + if not hasattr(service_class, 'get_cad_model'): + error_details.append({ + "section": section, + "error": "get_cad_model not implemented in service" + }) + continue + + # Call service to generate CAD + print(f"[cad_helpers] Calling get_cad_model for section '{section}'") + path = service_class.get_cad_model(inputs, section, session_id) + + if not path: + print(f'[cad_helpers] Error generating {section}: get_cad_model() returned None or empty string') + error_details.append({ + "section": section, + "error": "get_cad_model returned empty path" + }) + continue + + print(f'[cad_helpers] {section} generated successfully, returned path: {path}') + + # Resolve file path + path_to_file, base_root = resolve_file_path(path, repo_root, backend_root) + print(f"[cad_helpers] Resolved path for section '{section}': {path_to_file}") + + if not os.path.exists(path_to_file): + msg = f'Generated file for {section} does not exist at: {path_to_file}' + print(msg) + error_details.append({"section": section, "error": msg}) + continue + + # Try STL first, fall back to BREP + stl_path = path_to_file.replace(".brep", ".stl") + try: + if os.path.exists(stl_path): + print(f"[cad_helpers] Using STL for section '{section}': {stl_path}") + with open(stl_path, "rb") as f: + b64 = base64.b64encode(f.read()).decode("ascii") + output_files[section] = f"data:application/octet-stream;base64,{b64}" + print(f"[cad_helpers] Loaded STL for {section}") + else: + print(f"[cad_helpers] STL missing for section '{section}', falling back to BREP") + with open(path_to_file, "rb") as f: + b64 = base64.b64encode(f.read()).decode("ascii") + output_files[section] = f"data:application/octet-stream;base64,{b64}" + print(f"[cad_helpers] Loaded BREP for {section}") + + # If this is the merged Model, also try to include per-part STLs from manifest + if section == "Model": + try: + manifest_path = path_to_file.replace(".brep", ".parts.json") + if os.path.exists(manifest_path): + print(f"[cad_helpers] Found manifest at {manifest_path}") + with open(manifest_path, "r", encoding="utf-8") as mf: + manifest = json_module.load(mf) + parts = manifest.get("parts", []) + print(f"[cad_helpers] Manifest parts count: {len(parts)}") + + for entry in parts: + name = entry.get("name") + stl_rel = entry.get("stlPath") + brep_rel = entry.get("brepPath") + if not name: + continue + + # Prefer STL + part_file_abs = None + part_base_roots = [base_root, repo_root] + + if stl_rel: + for root in part_base_roots: + candidate = os.path.join(root, stl_rel) + if os.path.exists(candidate): + part_file_abs = candidate + print(f"[cad_helpers] Part '{name}' using STL {candidate}") + break + + if not part_file_abs and brep_rel: + for root in part_base_roots: + candidate = os.path.join(root, brep_rel) + if os.path.exists(candidate): + part_file_abs = candidate + print(f"[cad_helpers] Part '{name}' using BREP {candidate}") + break + + if part_file_abs: + with open(part_file_abs, "rb") as pf: + b64p = base64.b64encode(pf.read()).decode("ascii") + output_files[name] = f"data:application/octet-stream;base64,{b64p}" + print(f"[cad_helpers] Loaded part {name} from manifest") + except Exception as me: + print(f"[cad_helpers] Failed to load parts from manifest: {me}") + + except Exception as e: + print(f"[cad_helpers] Failed reading model file for {section}: {e}") + error_details.append({ + "section": section, + "error": f"Failed reading file: {str(e)}" + }) + continue + + except Exception as e: + print(f"[cad_helpers] Exception while generating {section}: {e}") + import traceback + traceback.print_exc() + error_details.append({"section": section, "error": str(e)}) + + print(f"[cad_helpers] Final output_files keys: {list(output_files.keys())}") + + # Build hover_dict if create_from_input function is provided + hover_dict = {} + if create_from_input_func: + try: + mdl = create_from_input_func(inputs) + + # Call output_values() to populate hover_dict + if hasattr(mdl, 'output_values') and callable(mdl.output_values): + try: + mdl.output_values(True) + print(f"[cad_helpers] Called output_values(), hover_dict populated") + except Exception as output_err: + print(f"[cad_helpers] Error calling output_values(): {output_err}") + import traceback + traceback.print_exc() + + # Get hover_dict after it's been populated + cand = getattr(mdl, 'hover_dict', None) + if isinstance(cand, dict) and len(cand) > 0: + hover_dict = cand + if "Weld" in hover_dict and "Welds" not in hover_dict: + hover_dict["Welds"] = hover_dict["Weld"] + print(f"[cad_helpers] Retrieved hover_dict: {hover_dict}") + else: + print(f"[cad_helpers] hover_dict is empty or not a dict: {cand}") + # Minimal fallback for Bolt info + bolt_grade = None + bolt_dia = None + try: + grades = inputs.get('Bolt.Grade') or [] + dias = inputs.get('Bolt.Diameter') or [] + if isinstance(grades, list) and grades: + bolt_grade = grades[-1] + if isinstance(dias, list) and dias: + bolt_dia = dias[-1] + except Exception: + pass + if bolt_grade or bolt_dia: + parts = [] + if bolt_grade: + parts.append(f"Grade: {bolt_grade}") + if bolt_dia: + parts.append(f"Diameter: {bolt_dia} mm") + hover_dict['Bolt'] = ' '.join(parts) + except Exception as e: + print(f"[cad_helpers] Error building hover_dict: {e}") + import traceback + traceback.print_exc() + + return { + 'files': output_files, + 'hover_dict': hover_dict, + 'warnings': error_details + } + diff --git a/backend/apps/core/utils/errors.py b/backend/apps/core/utils/errors.py new file mode 100644 index 000000000..7e467ff4a --- /dev/null +++ b/backend/apps/core/utils/errors.py @@ -0,0 +1,100 @@ +"""Define all exceptions used in the Osdag backend.""" +from typing import Dict, Any, List, Optional +from rest_framework import status + + +class OsdagApiException(Exception): + """Super class for all Osdag api exceptions.""" + pass + + +class MissingKeyError(OsdagApiException): + """Raised when a design parameter is missing from the input parameters.""" + def __init__(self, key: str): + super(MissingKeyError, self).__init__("Please specify " + key + " in input values.") + + +class InvalidInputTypeError(OsdagApiException): + """Raised when an input parameter is of wrong type.""" + def __init__(self, key: str, type: str): + super(InvalidInputTypeError, self).__init__("Input Parameter " + key + " should be of type " + type + " .") + + +class RangeValidationError(OsdagApiException): + """Raised when a value is outside allowed range""" + def __init__(self, field: str, value: Any, min_val: Optional[float] = None, + max_val: Optional[float] = None, allow_zero: bool = False): + self.field = field + self.value = value + constraints = [] + if min_val is not None: + if allow_zero: + constraints.append(f"minimum {min_val} (zero allowed)") + else: + constraints.append(f"minimum {min_val} (exclusive)") + if max_val is not None: + constraints.append(f"maximum {max_val}") + constraint_str = " and ".join(constraints) if constraints else "invalid range" + message = f"{field} value {value} violates constraint: {constraint_str}" + super(RangeValidationError, self).__init__(message) + + +class ValidationError(OsdagApiException): + """Raised when input validation fails with multiple errors""" + def __init__(self, errors: List[Dict[str, str]]): + self.errors = errors + message = "Validation failed: " + "; ".join( + [f"{e.get('field', 'unknown')}: {e.get('message', '')}" for e in errors] + ) + super(ValidationError, self).__init__(message) + + +def format_error_response( + error: Exception, + error_type: Optional[str] = None +) -> Dict[str, Any]: + """ + Format any exception into a consistent API error response. + Used by all ViewSets for consistent error handling. + """ + # Determine error type if not provided + if error_type is None: + if isinstance(error, (MissingKeyError, InvalidInputTypeError, ValidationError)): + error_type = "validation_error" + elif isinstance(error, RangeValidationError): + error_type = "range_validation_error" + elif isinstance(error, ValueError): + error_type = "value_error" + else: + error_type = "server_error" + + # Build error details + details = [] + if isinstance(error, ValidationError): + details = error.errors + elif isinstance(error, (MissingKeyError, InvalidInputTypeError)): + details = [{"field": "input", "message": str(error)}] + elif isinstance(error, RangeValidationError): + details = [{"field": error.field, "message": str(error)}] + elif isinstance(error, ValueError): + details = [{"field": "unknown", "message": str(error)}] + + return { + "success": False, + "error": { + "type": error_type, + "message": str(error), + "details": details + } + } + + +def get_error_status_code(error: Exception) -> int: + """Get appropriate HTTP status code for error type""" + if isinstance(error, (MissingKeyError, InvalidInputTypeError, ValidationError, RangeValidationError)): + return status.HTTP_400_BAD_REQUEST + elif isinstance(error, ValueError): + return status.HTTP_422_UNPROCESSABLE_ENTITY + else: + return status.HTTP_500_INTERNAL_SERVER_ERROR + diff --git a/backend/apps/core/utils/mesh_export.py b/backend/apps/core/utils/mesh_export.py new file mode 100644 index 000000000..d94443e59 --- /dev/null +++ b/backend/apps/core/utils/mesh_export.py @@ -0,0 +1,31 @@ +""" +STL mesh export utilities for CAD models. +""" +import os +from OCC.Core.BRepMesh import BRepMesh_IncrementalMesh +from OCC.Core.StlAPI import StlAPI_Writer + + +def write_stl(shape, stl_path: str, linear_deflection: float = 0.3, angular_deflection: float = 0.2, parallel: bool = True) -> str: + """Tessellate a TopoDS_Shape and write it to STL. + + Returns the written STL path on success, raises RuntimeError on failure. + """ + # Ensure output directory exists + out_dir = os.path.dirname(stl_path) + if out_dir and not os.path.exists(out_dir): + os.makedirs(out_dir, exist_ok=True) + + # Perform tessellation + mesh = BRepMesh_IncrementalMesh(shape, linear_deflection, parallel, angular_deflection, parallel) + mesh.Perform() + + # Write STL (binary ā€” matches readers that expect 80-byte header + uint32 count) + writer = StlAPI_Writer() + if hasattr(writer, "SetASCIIMode"): + writer.SetASCIIMode(False) + ok = writer.Write(shape, stl_path) + if not ok: + raise RuntimeError(f"Failed to write STL: {stl_path}") + return stl_path + diff --git a/backend/apps/core/utils/module_helpers.py b/backend/apps/core/utils/module_helpers.py new file mode 100644 index 000000000..c40118c04 --- /dev/null +++ b/backend/apps/core/utils/module_helpers.py @@ -0,0 +1,274 @@ +""" +Shared utilities for module endpoints +Handles authentication, guest mode, and project saving logic +Used by all parent module ViewSets (shear_connection, moment_connection, etc.) +""" +from typing import Optional, Dict, Any +from django.http import HttpRequest +from apps.core.models import Project + + +def is_guest_user(request: HttpRequest) -> bool: + """ + Check if the current user is a guest user. + Guests don't send authentication tokens, so they are unauthenticated. + + Args: + request: Django HTTP request object + + Returns: + bool: True if user is guest, False otherwise + """ + return not (hasattr(request, 'user') and request.user.is_authenticated) + + +def get_user_email(request: HttpRequest) -> Optional[str]: + """ + Get user email from request (JWT token or user object). + + Args: + request: Django HTTP request object + + Returns: + str or None: User email if available, None otherwise + """ + user_email = getattr(request.user, 'email', None) + if not user_email and hasattr(request, 'auth') and isinstance(request.auth, dict): + user_email = request.auth.get('email') + return user_email + + +def save_to_project( + project_id: int, + user_email: str, + inputs: Dict[str, Any], + submodule_slug: str, + module_name: Optional[str] = None +) -> Dict[str, Any]: + """ + Save design inputs to a project in the database. + + Args: + project_id: ID of the project to update + user_email: Email of the project owner (for verification) + inputs: Design input parameters (JSON-serializable dict) + submodule_slug: URL slug of the sub-module (e.g., 'fin-plate') + module_name: Optional parent module name (e.g., 'shear-connection') + + Returns: + dict: Result dictionary with 'saved', 'project_id', and optional 'error' keys + """ + try: + project = Project.objects.get(id=project_id, user_email=user_email) + + # Update project with latest inputs + project.inputs_json = inputs + project.submodule = submodule_slug.replace('-', '_') # Store slug (e.g., 'fin_plate') + + # Optionally update parent module name + if module_name: + project.module = module_name.replace('-', '_') # Store module (e.g., 'shear_connection') + + project.save() + + return { + 'saved': True, + 'project_id': project_id + } + except Project.DoesNotExist: + return { + 'saved': False, + 'project_id': project_id, + 'error': 'Project not found or access denied' + } + except Exception as e: + return { + 'saved': False, + 'project_id': project_id, + 'error': str(e) + } + + +def handle_design_request( + request: HttpRequest, + inputs: Dict[str, Any], + project_id: Optional[int], + submodule_slug: str, + module_name: Optional[str] = None +) -> Dict[str, Any]: + """ + Handle authentication and project saving logic for design requests. + This is a convenience function that combines guest checking and project saving. + + Args: + request: Django HTTP request object + inputs: Design input parameters + project_id: Optional project ID to save to + submodule_slug: URL slug of the sub-module + module_name: Optional parent module name + + Returns: + dict: Context dictionary with: + - 'is_guest': bool + - 'user_email': str or None + - 'project_result': dict (if project_id provided) + """ + is_guest = is_guest_user(request) + user_email = get_user_email(request) if not is_guest else None + + context = { + 'is_guest': is_guest, + 'user_email': user_email, + 'project_result': None + } + + # Handle project saving if project_id provided and user is authenticated + if project_id: + if is_guest: + context['project_result'] = { + 'saved': False, + 'project_id': project_id, + 'error': 'Guest users cannot save to projects' + } + elif user_email: + context['project_result'] = save_to_project( + project_id=project_id, + user_email=user_email, + inputs=inputs, + submodule_slug=submodule_slug, + module_name=module_name + ) + else: + context['project_result'] = { + 'saved': False, + 'project_id': project_id, + 'error': 'User email not found' + } + + return context + + +from rest_framework.response import Response +from rest_framework import status +from apps.core.tasks import run_design_calculation_task, run_cad_generation_task, run_report_generation_task +from apps.core.utils.cad_helpers import get_default_sections + +def trigger_async_design(module_name: str, submodule_slug: str, ServiceClass, request) -> Response: + """ + Triggers asynchronous design calculations using Celery. + """ + if not ServiceClass: + return Response({'error': f'Sub-module {submodule_slug} not found'}, status=404) + + inputs = request.data.get('inputs', request.data) + project_id = request.data.get('project_id') + + context = handle_design_request( + request=request, + inputs=inputs, + project_id=project_id, + submodule_slug=submodule_slug, + module_name=module_name + ) + + task = run_design_calculation_task.delay( + module_name=module_name, + submodule_slug=submodule_slug, + inputs=inputs, + project_id=project_id if not context.get('is_guest') else None, + user_email=context.get('user_email') + ) + + response_data = { + "success": True, + "task_id": task.id, + "status": "PENDING" + } + + if context.get('project_result'): + response_data['project_saved'] = context['project_result'].get('saved') + if context['project_result'].get('project_id'): + response_data['project_id'] = context['project_result']['project_id'] + if context['project_result'].get('error'): + response_data['project_error'] = context['project_result']['error'] + + return Response(response_data, status=status.HTTP_202_ACCEPTED) + + +def trigger_async_cad(module_name: str, submodule_slug: str, ServiceClass, request) -> Response: + """ + Triggers asynchronous CAD model generation using Celery. + """ + if not ServiceClass: + return Response({'error': f'Sub-module {submodule_slug} not found'}, status=404) + + inputs = request.data.get('inputs', request.data) + if not inputs: + return Response({'error': 'inputs are required'}, status=400) + + sections = request.data.get('sections') + if not sections: + sections = get_default_sections(module_name, submodule_slug) + + if not sections: + return Response({'error': f'No sections defined for {submodule_slug}'}, status=400) + + task = run_cad_generation_task.delay( + module_name=module_name, + submodule_slug=submodule_slug, + inputs=inputs, + sections=sections + ) + + return Response({ + "success": True, + "task_id": task.id, + "status": "PENDING" + }, status=status.HTTP_202_ACCEPTED) + + +def trigger_async_report(module_name: str, submodule_slug: str, module_id_map: dict, request) -> Response: + """ + Triggers asynchronous LaTeX report generation using Celery. + """ + module_id = module_id_map.get(submodule_slug) if module_id_map else submodule_slug + if not module_id: + return Response( + { + "success": False, + "error": f"Report generation is not supported for {module_name} sub-module '{submodule_slug}'", + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + input_values = request.data.get("input_values") or request.data.get("inputs") + if not input_values: + return Response( + {"success": False, "error": "input_values are required"}, + status=status.HTTP_400_BAD_REQUEST, + ) + + mapped_data = { + "module_id": module_id, + "input_values": input_values, + "metadata": request.data.get("metadata"), + "design_status": request.data.get("design_status", True), + "logs": request.data.get("logs", []), + } + + if "sections" in request.data: + mapped_data["sections"] = request.data.get("sections") + if "customization" in request.data: + mapped_data["customization"] = request.data.get("customization") + if "images" in request.data: + mapped_data["images"] = request.data.get("images") + + task = run_report_generation_task.delay(mapped_data) + + return Response({ + "success": True, + "task_id": task.id, + "status": "PENDING" + }, status=status.HTTP_202_ACCEPTED) + + diff --git a/backend/apps/core/utils/osi_files.py b/backend/apps/core/utils/osi_files.py new file mode 100644 index 000000000..b95b98ab3 --- /dev/null +++ b/backend/apps/core/utils/osi_files.py @@ -0,0 +1,307 @@ +import json +import re +from datetime import datetime +from typing import Any, Dict, Tuple +from tkinter import messagebox + +from django.core.files.base import ContentFile + +OSI_SCHEMA_VERSION = "1.0" +SUPPORTED_VERSIONS = {"1.0"} + + +def validate_module_id(module_id: str) -> bool: + if not isinstance(module_id, str): + return False + # allow letters, numbers, dashes and underscores + return bool(re.fullmatch(r"[A-Za-z0-9_-]{2,64}", module_id)) + + +def flatten_and_translate_keys(inputs: Dict[str, Any]) -> Dict[str, Any]: + if not isinstance(inputs, dict): + return {} + + dock = inputs.get("dock") or {} + pref = inputs.get("pref") or {} + + # If it is not nested under dock/pref, assume it is already flat + if not dock and not pref: + inner_inputs = inputs.get("inputs") + if isinstance(inner_inputs, dict) and ("dock" in inner_inputs or "pref" in inner_inputs): + dock = inner_inputs.get("dock") or {} + pref = inner_inputs.get("pref") or {} + else: + return inputs + + combined = {} + + baseline_aliases = { + "Bolt.Bolt_Hole_Type": "bolt_hole_type", + "Bolt.Diameter": "bolt_diameter", + "Bolt.Grade": "bolt_grade", + "Bolt.Slip_Factor": "bolt_slip_factor", + "Bolt.TensionType": "bolt_tension_type", + "Bolt.Type": "bolt_type", + "Connector.Material": "connector_material", + "Design.Design_Method": "design_method", + "Detailing.Corrosive_Influences": "detailing_corr_status", + "Detailing.Edge_type": "detailing_edge_type", + "Detailing.Gap": "detailing_gap", + "Load.Axial": "load_axial", + "Load.Axial.Force": "axial_force", + "Load.Shear.Force": "shear_force", + "Load.Shear": "load_shear", + "Material": "material", + "Plate1Thickness": "plate1_thickness", + "Plate2Thickness": "plate2_thickness", + "PlateWidth": "plate_width", + "Weld.Fab": "weld_fab", + "Weld.Material_Grade_OverWrite": "weld_material_grade", + "Weld.Size": "weld_size", + "Weld.Type": "weld_type" + } + + # Reverse aliases mapping: snake_case -> PascalCase + reverse_aliases = {v: k for k, v in baseline_aliases.items()} + + # 1. Translate and flatten dock keys + for k, v in dock.items(): + if k in reverse_aliases: + combined[reverse_aliases[k]] = v + else: + # Fallback: convert snake_case to PascalCase (best effort) + pascal_key = ''.join(word.capitalize() for word in k.split('_')) + combined[pascal_key] = v + + # 2. Translate and flatten pref keys (prefix with Pref.) + for k, v in pref.items(): + pascal_key = ''.join(word.capitalize() for word in k.split('_')) + combined[f"Pref.{pascal_key}"] = v + + return combined + + +def normalize_osi_keys(flat_inputs: Dict[str, Any]) -> Dict[str, Any]: + if not isinstance(flat_inputs, dict): + return {"dock": {}, "pref": {}} + + # If already nested under dock/pref, return as-is + if "dock" in flat_inputs or "pref" in flat_inputs: + return { + "dock": flat_inputs.get("dock") or {}, + "pref": flat_inputs.get("pref") or {} + } + if "inputs" in flat_inputs and isinstance(flat_inputs["inputs"], dict) and ("dock" in flat_inputs["inputs"] or "pref" in flat_inputs["inputs"]): + inputs = flat_inputs["inputs"] + return { + "dock": inputs.get("dock") or {}, + "pref": inputs.get("pref") or {} + } + + dock = {} + pref = {} + + baseline_aliases = { + "Bolt.Bolt_Hole_Type": "bolt_hole_type", + "Bolt.Diameter": "bolt_diameter", + "Bolt.Grade": "bolt_grade", + "Bolt.Slip_Factor": "bolt_slip_factor", + "Bolt.TensionType": "bolt_tension_type", + "Bolt.Type": "bolt_type", + "Connector.Material": "connector_material", + "Design.Design_Method": "design_method", + "Detailing.Corrosive_Influences": "detailing_corr_status", + "Detailing.Edge_type": "detailing_edge_type", + "Detailing.Gap": "detailing_gap", + "Load.Axial": "load_axial", + "Load.Axial.Force": "axial_force", + "Load.Shear.Force": "shear_force", + "Load.Shear": "load_shear", + "Material": "material", + "Plate1Thickness": "plate1_thickness", + "Plate2Thickness": "plate2_thickness", + "PlateWidth": "plate_width", + "Weld.Fab": "weld_fab", + "Weld.Material_Grade_OverWrite": "weld_material_grade", + "Weld.Size": "weld_size", + "Weld.Type": "weld_type" + } + + for key, value in flat_inputs.items(): + if key.startswith("Pref."): + pref_key = key[5:] + clean_pref_key = re.sub(r'([a-z0-9])([A-Z])', r'\1_\2', pref_key).replace('.', '_').lower() + pref[clean_pref_key] = value + elif key in baseline_aliases: + dock[baseline_aliases[key]] = value + else: + clean_key = re.sub(r'^(Bolt|Connector|Design|Detailing|Load|Member|Weld)\.', '', key) + clean_key = clean_key.replace('.', '_') + clean_key = re.sub(r'([a-z0-9])([A-Z])', r'\1_\2', clean_key).lower() + dock[clean_key] = value + + connectivity = flat_inputs.get("Connectivity *") or flat_inputs.get("Connectivity") + if connectivity: + dock["connectivity"] = str(connectivity).strip() + + supporting_desc = flat_inputs.get("Member.Supporting_Section.Designation") or flat_inputs.get("Supporting_Section.Designation") + if supporting_desc: + dock["supporting_designation"] = supporting_desc + dock["column_section"] = supporting_desc + dock["member_designation"] = supporting_desc + + supported_desc = flat_inputs.get("Member.Supported_Section.Designation") or flat_inputs.get("Supported_Section.Designation") + if supported_desc: + dock["supported_designation"] = supported_desc + dock["beam_section"] = supported_desc + if "member_designation" not in dock: + dock["member_designation"] = supported_desc + + direct_desc = flat_inputs.get("Member.Designation") or flat_inputs.get("Designation") + if direct_desc: + dock["member_designation"] = direct_desc + + return {"dock": dock, "pref": pref} + + +def build_osi_payload(name: str, module_id: str, inputs: Dict[str, Any]) -> Dict[str, Any]: + if not name or not isinstance(name, str): + raise ValueError("Invalid project name") + if not validate_module_id(module_id): + raise ValueError("Invalid module_id") + if not isinstance(inputs, dict): + raise ValueError("Invalid inputs; expected object") + return { + "version": OSI_SCHEMA_VERSION, + "name": name, + "module_id": module_id, + "inputs": flatten_and_translate_keys(inputs), + "meta": { + "saved_at": datetime.utcnow().isoformat() + "Z", + }, + } + + +def _to_flat_yaml(module_id: str, name: str, inputs: Dict[str, Any]) -> str: + """Render a flat dictionary of inputs into OSI flat YAML with dotted keys.""" + def qt(s: Any) -> str: + # quote list items as strings in YAML as per standard flat files + return f"'{str(s)}'" + + flat_inputs = {**inputs} + + # Guarantee Module and Version are set + if "Module" not in flat_inputs and "module" not in flat_inputs: + flat_inputs["Module"] = module_id + if "OsdagWeb.Version" not in flat_inputs: + flat_inputs["OsdagWeb.Version"] = "1.0" + + # Build YAML string manually + lines: list[str] = [] + + # Sort keys for deterministic output + for key in sorted(flat_inputs.keys()): + if key in ["name", "project_name"]: + continue + value = flat_inputs[key] + if value is None: + continue + if isinstance(value, list): + if len(value) == 0: + continue + lines.append(f"{key}:") + for item in value: + lines.append(f"- {qt(item)}") + else: + if isinstance(value, str) and value.strip() == "": + continue + lines.append(f"{key}: {value}") + + return "\n".join(lines) + "\n" + + +def serialize_osi(payload: Dict[str, Any]) -> str: + module_id = payload.get("module_id") or "" + name = payload.get("name") or "project" + inputs = payload.get("inputs") or {} + + # If payload inputs are already nested, fallback to JSON + if "dock" in inputs or "pref" in inputs: + return json.dumps(payload, ensure_ascii=False, sort_keys=True, indent=2) + "\n" + + # Otherwise, serialize as generic flat YAML + return _to_flat_yaml(module_id, name, inputs) + + +def _parse_flat_yaml(text: str) -> Dict[str, Any]: + """Very small YAML reader for the flat format we emit. + + Supports lines like: + Key: value\n + Key:\n + - 'item'\n + Returns a dict of key -> value (str or list[str]). + """ + flat_inputs: Dict[str, Any] = {} + lines = [ln.rstrip() for ln in text.splitlines() if ln.strip() != ""] + i = 0 + while i < len(lines): + line = lines[i] + if ":" in line: + key, after = line.split(":", 1) + key = key.strip() + after = after.strip() + if after == "": + # list block + i += 1 + items: list[str] = [] + while i < len(lines) and lines[i].lstrip().startswith("-"): + item = lines[i].lstrip()[1:].strip() + # strip optional quotes + if (item.startswith("'") and item.endswith("'")) or (item.startswith('"') and item.endswith('"')): + item = item[1:-1] + items.append(item) + i += 1 + flat_inputs[key] = items + continue # already advanced i + else: + # scalar + val = after + # strip quotes + if (val.startswith("'") and val.endswith("'")) or (val.startswith('"') and val.endswith('"')): + val = val[1:-1] + flat_inputs[key] = val + i += 1 + return flat_inputs + + +def parse_osi(text: str) -> Tuple[str, str, Dict[str, Any]]: + # Try modern JSON first + try: + data = json.loads(text) + version = data.get("version") + if version not in SUPPORTED_VERSIONS: + raise ValueError("Unsupported OSI version") + name = data.get("name") + module_id = data.get("module_id") + inputs = data.get("inputs") + if not name or not validate_module_id(module_id) or not isinstance(inputs, dict): + raise ValueError("Malformed OSI payload") + return module_id, name, normalize_osi_keys(inputs) + except Exception: + # Fallback to flat YAML + flat_inputs = _parse_flat_yaml(text) + module_id = flat_inputs.get("Module") or flat_inputs.get("module") or "" + + if not module_id: + raise ValueError("Module missing in OSI") + + name = flat_inputs.get("name") or module_id + return module_id, name, normalize_osi_keys(flat_inputs) + + +def make_osifile_contentfile(payload: Dict[str, Any]) -> ContentFile: + content = serialize_osi(payload) + return ContentFile(content.encode("utf-8")) + + diff --git a/backend/apps/core/utils/report_image_generator.py b/backend/apps/core/utils/report_image_generator.py new file mode 100644 index 000000000..b1726146c --- /dev/null +++ b/backend/apps/core/utils/report_image_generator.py @@ -0,0 +1,1004 @@ +""" +CAD Image Generation for Web Reports + +This module provides headless rendering of CAD files (BREP/STL) to PNG images +for inclusion in design reports. Supports multiple rendering backends with +automatic fallback chain. +""" + +import os +import sys +import logging +import shutil +from pathlib import Path +from typing import Dict, Optional, Tuple, Any + +logger = logging.getLogger(__name__) + +try: + from osdag_core.Common import _get_resource_path +except ImportError: + _get_resource_path = None + + + +def verify_vtk_available() -> bool: + """Verify VTK is installed and can be used for rendering. + + Returns: + True if VTK is available and working, False otherwise. + """ + try: + import vtk + logger.info(f"[SETUP] VTK available, version: {vtk.VTK_VERSION}") + return True + except ImportError as e: + logger.warning(f"[SETUP] VTK not available: {e}") + return False + except Exception as e: + logger.warning(f"[SETUP] VTK available but initialization failed: {e}") + return False + + +def verify_open3d_available() -> bool: + """Verify Open3D is installed and can create OffscreenRenderer (OPTIONAL). + + Returns: + True if Open3D is available and working, False otherwise. + """ + try: + import open3d as o3d + # Test creating renderer + renderer = o3d.visualization.rendering.OffscreenRenderer(100, 100, headless=True) + logger.info("[SETUP] Open3D available (optional), OffscreenRenderer works") + return True + except ImportError: + # Open3D is optional, don't warn + return False + except Exception as e: + logger.debug(f"[SETUP] Open3D available but renderer creation failed: {e}") + return False + + +def setup_headless_qt() -> bool: + """Setup environment for headless Qt rendering. + + Configures Qt for offscreen rendering. Xvfb is preferred but not strictly required + if Qt's offscreen platform plugin is available. + + Returns: + True if setup successful, False otherwise. + """ + try: + import subprocess + + # Check if Xvfb is available (preferred but not required) + result = subprocess.run(['which', 'Xvfb'], capture_output=True, text=True) + xvfb_available = result.returncode == 0 + + # Set Qt platform to offscreen (this is what matters for Qt rendering) + os.environ['QT_QPA_PLATFORM'] = 'offscreen' + + # Set display if Xvfb is available (for compatibility) + if xvfb_available: + if 'DISPLAY' not in os.environ: + os.environ['DISPLAY'] = ':99' + logger.info("[SETUP] Xvfb found, setting up headless Qt with Xvfb...") + else: + # Try without Xvfb - Qt's offscreen plugin might work + logger.warning("[SETUP] Xvfb not found, but attempting Qt offscreen rendering anyway...") + logger.info("[SETUP] Note: If Qt rendering fails, install Xvfb: sudo apt-get install xvfb") + + logger.info(f"[SETUP] QT_QPA_PLATFORM=offscreen") + logger.info(f"[SETUP] DISPLAY={os.environ.get('DISPLAY', 'not set')}") + return True + except Exception as e: + logger.warning(f"[SETUP] Failed to setup headless Qt: {e}") + return False + + +def read_brep_file(brep_path: str): + """Read BREP file and return TopoDS_Shape. + + Args: + brep_path: Path to BREP file + + Returns: + TopoDS_Shape object + + Raises: + FileNotFoundError: If BREP file doesn't exist + ValueError: If BREP file is invalid or can't be read + """ + from OCC.Core.BRepTools import breptools + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Shape + + logger.info(f"[REPORT_IMG] Reading BREP: {brep_path}") + + if not os.path.exists(brep_path): + logger.error(f"[REPORT_IMG] BREP file not found: {brep_path}") + raise FileNotFoundError(f"BREP file not found: {brep_path}") + + file_size = os.path.getsize(brep_path) + logger.info(f"[REPORT_IMG] BREP file size: {file_size} bytes") + + try: + shape = TopoDS_Shape() + builder = BRep_Builder() + result = breptools.Read(shape, brep_path, builder) + + if not result: + raise ValueError(f"Failed to read BREP file: {brep_path}") + + logger.info("[REPORT_IMG] Successfully loaded shape") + return shape + except Exception as e: + logger.error(f"[REPORT_IMG] ERROR: Failed to read BREP - {e}") + raise ValueError(f"Failed to read BREP file: {e}") from e + + +def generate_stl_from_brep(brep_path: str, stl_path: str) -> str: + """Generate STL file from BREP using existing mesh_export utility. + + Args: + brep_path: Path to BREP file + stl_path: Path where STL should be saved + + Returns: + Path to generated STL file + + Raises: + Exception: If STL generation fails + """ + from apps.core.utils.mesh_export import write_stl + + logger.info(f"[REPORT_IMG] Generating STL from BREP: {brep_path} -> {stl_path}") + + shape = read_brep_file(brep_path) + write_stl(shape, stl_path) + + if not os.path.exists(stl_path): + raise RuntimeError(f"STL file was not created: {stl_path}") + + logger.info(f"[REPORT_IMG] STL file generated: {stl_path}") + return stl_path + + +def generate_with_open3d(brep_path: str, output_dir: str, module=None) -> Dict[str, str]: + """Generate report images using Open3D OffscreenRenderer (OPTIONAL, lightweight). + + This is an OPTIONAL fallback - Open3D is not in requirements.txt (~500MB). + Only used if Qt and VTK both fail. + NOTE: Open3D rendering does not support colors (single mesh only). + + Args: + brep_path: Path to BREP file + output_dir: Directory to save PNG images + module: Design module instance (not used for Open3D, but kept for consistency) + + Returns: + Dict mapping view names to image paths: {"3d": "path", "front": "path", ...} + + Raises: + Exception: If rendering fails + """ + import open3d as o3d + import numpy as np + + logger.info("[REPORT_IMG] Using Open3D OffscreenRenderer (optional fallback - no colors)...") + logger.warning("[REPORT_IMG] Open3D rendering produces single-color images (no part colors)") + + # Try STL first (if exists, faster and simpler) + stl_path = brep_path.replace('.brep', '.stl') + if os.path.exists(stl_path): + logger.info(f"[REPORT_IMG] Loading mesh from STL: {stl_path}") + mesh = o3d.io.read_triangle_mesh(stl_path) + if len(mesh.vertices) == 0: + raise ValueError(f"STL file is empty or invalid: {stl_path}") + else: + # Generate STL from BREP if it doesn't exist + logger.info(f"[REPORT_IMG] STL not found, generating from BREP...") + try: + generate_stl_from_brep(brep_path, stl_path) + mesh = o3d.io.read_triangle_mesh(stl_path) + if len(mesh.vertices) == 0: + raise ValueError(f"Generated STL file is empty: {stl_path}") + except Exception as e: + logger.error(f"[REPORT_IMG] Failed to generate/load STL: {e}") + raise + + logger.info(f"[REPORT_IMG] Mesh loaded: {len(mesh.vertices)} vertices, {len(mesh.triangles)} faces") + + # Create renderer + width, height = 800, 600 + logger.info(f"[REPORT_IMG] Creating OffscreenRenderer ({width}x{height}, headless=True)...") + renderer = o3d.visualization.rendering.OffscreenRenderer(width, height, headless=True) + + # Setup scene + renderer.scene.clear_geometry() + renderer.scene.add_geometry("mesh", mesh) + + # Setup material + mtl = renderer.scene.get_material("mesh") + mtl.base_color = [0.7, 0.7, 0.7, 1.0] # Light gray + mtl.shader = "defaultLit" + renderer.scene.update_material("mesh", mtl) + + # Setup lighting + renderer.scene.scene.enable_sun_light(True) + renderer.scene.scene.set_sun_light_direction([0.577, -0.577, -0.577]) + + # Get bounding box for camera positioning + bounds = mesh.get_axis_aligned_bounding_box() + center = bounds.get_center() + extent = bounds.get_extent() + max_extent = max(extent) if max(extent) > 0 else 1.0 + + # Define views: (camera_direction, up_direction) + views = { + '3d': { + 'camera_dir': np.array([1.0, 1.0, 1.0]), + 'up': np.array([0.0, 0.0, 1.0]), + 'distance': max_extent * 2.5 + }, + 'front': { + 'camera_dir': np.array([0.0, 0.0, 1.0]), + 'up': np.array([0.0, 1.0, 0.0]), + 'distance': max_extent * 2.5 + }, + 'top': { + 'camera_dir': np.array([0.0, 0.0, -1.0]), + 'up': np.array([0.0, 1.0, 0.0]), + 'distance': max_extent * 2.5 + }, + 'side': { + 'camera_dir': np.array([1.0, 0.0, 0.0]), + 'up': np.array([0.0, 0.0, 1.0]), + 'distance': max_extent * 2.5 + } + } + + image_paths = {} + + for view_name, view_config in views.items(): + logger.info(f"[REPORT_IMG] Rendering {view_name} view...") + + # Calculate camera position + camera_dir_normalized = view_config['camera_dir'] / np.linalg.norm(view_config['camera_dir']) + camera_pos = center + camera_dir_normalized * view_config['distance'] + + # Setup camera + camera = renderer.scene.get_camera() + + # Set projection + fov_deg = 60.0 + aspect = width / height + near = 0.1 + far = max_extent * 10.0 + camera.set_projection(fov_deg, aspect, near, far, o3d.camera.PinholeCameraIntrinsicParameters.Perspective) + + # Calculate look-at matrix + forward = center - camera_pos + forward_norm = np.linalg.norm(forward) + if forward_norm > 1e-6: + forward = forward / forward_norm + else: + forward = np.array([0.0, 0.0, -1.0]) + + right = np.cross(forward, view_config['up']) + right_norm = np.linalg.norm(right) + if right_norm > 1e-6: + right = right / right_norm + else: + right = np.array([1.0, 0.0, 0.0]) + + up_calc = np.cross(right, forward) + + # Build view matrix + view_matrix = np.eye(4) + view_matrix[0:3, 0] = right + view_matrix[0:3, 1] = up_calc + view_matrix[0:3, 2] = -forward + view_matrix[0:3, 3] = camera_pos + + camera.set_model_matrix(view_matrix) + renderer.scene.set_camera(camera) + + # Render + image = renderer.render_to_image() + + # Save PNG + output_path = os.path.join(output_dir, f'{view_name}.png') + o3d.io.write_image(output_path, image) + image_paths[view_name] = output_path + logger.info(f"[REPORT_IMG] Image saved to: {output_path}") + + logger.info("[REPORT_IMG] Open3D rendering completed successfully") + return image_paths + + +def generate_with_vtk(brep_path: str, output_dir: str, module=None) -> Dict[str, str]: + """Generate report images using VTK (headless rendering, already installed). + + This is the FALLBACK method - uses VTK which is already in requirements.txt. + Pure headless, no Xvfb needed. + NOTE: VTK rendering does not support colors (single mesh only). + + Args: + brep_path: Path to BREP file + output_dir: Directory to save PNG images + module: Design module instance (not used for VTK, but kept for consistency) + + Returns: + Dict mapping view names to image paths: {"3d": "path", "front": "path", ...} + + Raises: + Exception: If rendering fails + """ + import vtk + import numpy as np + + logger.info("[REPORT_IMG] Using VTK headless rendering (fallback method - no colors)...") + logger.warning("[REPORT_IMG] VTK rendering produces single-color images (no part colors)") + + # Try STL first (if exists, faster) + stl_path = brep_path.replace('.brep', '.stl') + if not os.path.exists(stl_path): + # Generate STL from BREP if it doesn't exist + logger.info(f"[REPORT_IMG] STL not found, generating from BREP...") + try: + generate_stl_from_brep(brep_path, stl_path) + except Exception as e: + logger.error(f"[REPORT_IMG] Failed to generate STL: {e}") + raise + + # Read STL file + logger.info(f"[REPORT_IMG] Reading STL file: {stl_path}") + reader = vtk.vtkSTLReader() + reader.SetFileName(stl_path) + reader.Update() + + # Create mapper and actor + mapper = vtk.vtkPolyDataMapper() + mapper.SetInputConnection(reader.GetOutputPort()) + + actor = vtk.vtkActor() + actor.SetMapper(mapper) + actor.GetProperty().SetColor(0.7, 0.7, 0.7) # Light gray + actor.GetProperty().SetSpecular(0.3) + actor.GetProperty().SetSpecularPower(30.0) + + # Create renderer + renderer = vtk.vtkRenderer() + renderer.AddActor(actor) + renderer.SetBackground(1.0, 1.0, 1.0) # White background + + # Add lighting + light1 = vtk.vtkLight() + light1.SetPosition(1.0, 1.0, 1.0) + light1.SetIntensity(0.8) + renderer.AddLight(light1) + + light2 = vtk.vtkLight() + light2.SetPosition(-1.0, -1.0, -1.0) + light2.SetIntensity(0.4) + renderer.AddLight(light2) + + # Get bounding box for camera positioning + bounds = actor.GetBounds() + center = [ + (bounds[0] + bounds[1]) / 2.0, + (bounds[2] + bounds[3]) / 2.0, + (bounds[4] + bounds[5]) / 2.0 + ] + extent = [ + bounds[1] - bounds[0], + bounds[3] - bounds[2], + bounds[5] - bounds[4] + ] + max_extent = max(extent) if max(extent) > 0 else 1.0 + + # Define views: (camera_position_offset, focal_point_offset, view_up) + views = { + '3d': { + 'camera_pos': [1.0, 1.0, 1.0], + 'focal_point': [0.0, 0.0, 0.0], + 'view_up': [0.0, 0.0, 1.0] + }, + 'front': { + 'camera_pos': [0.0, 0.0, 1.0], + 'focal_point': [0.0, 0.0, 0.0], + 'view_up': [0.0, 1.0, 0.0] + }, + 'top': { + 'camera_pos': [0.0, 0.0, -1.0], + 'focal_point': [0.0, 0.0, 0.0], + 'view_up': [0.0, 1.0, 0.0] + }, + 'side': { + 'camera_pos': [1.0, 0.0, 0.0], + 'focal_point': [0.0, 0.0, 0.0], + 'view_up': [0.0, 0.0, 1.0] + } + } + + image_paths = {} + width, height = 800, 600 + + # Create render window once (reuse for all views) + render_window = vtk.vtkRenderWindow() + render_window.SetOffScreenRendering(1) + render_window.SetSize(width, height) + render_window.AddRenderer(renderer) + + for view_name, view_config in views.items(): + logger.info(f"[REPORT_IMG] Rendering {view_name} view...") + + # Calculate camera position relative to center + camera_dir = np.array(view_config['camera_pos']) + camera_dir_normalized = camera_dir / np.linalg.norm(camera_dir) + camera_pos = np.array(center) + camera_dir_normalized * max_extent * 2.5 + + # Reset and setup camera for this view + camera = renderer.GetActiveCamera() + camera.SetPosition(camera_pos[0], camera_pos[1], camera_pos[2]) + camera.SetFocalPoint(center[0], center[1], center[2]) + camera.SetViewUp(view_config['view_up'][0], view_config['view_up'][1], view_config['view_up'][2]) + camera.OrthogonalizeViewUp() + + # Reset camera to fit bounds, then adjust for view + renderer.ResetCamera(bounds) + camera = renderer.GetActiveCamera() + + # Adjust camera distance for better view + camera.Dolly(0.7) # Zoom out a bit + camera.SetViewAngle(60.0) + + # Ensure proper clipping range + camera.SetClippingRange(0.1, max_extent * 10.0) + + # Render the scene + render_window.Render() + + # Export to image + window_to_image = vtk.vtkWindowToImageFilter() + window_to_image.SetInput(render_window) + window_to_image.SetInputBufferTypeToRGB() + window_to_image.ReadFrontBufferOff() + window_to_image.Update() + + # Write PNG + writer = vtk.vtkPNGWriter() + output_path = os.path.join(output_dir, f'{view_name}.png') + writer.SetFileName(output_path) + writer.SetInputConnection(window_to_image.GetOutputPort()) + writer.Write() + + image_paths[view_name] = output_path + logger.info(f"[REPORT_IMG] Image saved to: {output_path}") + + # Clean up filter for next iteration + window_to_image = None + + logger.info("[REPORT_IMG] VTK rendering completed successfully") + return image_paths + + +def generate_with_opencascade_display(brep_path: str, output_dir: str, module=None) -> Dict[str, str]: + """Generate report images using OpenCASCADE display (EXACT replica of osdag_gui WITH COLORS). + + This is the PRIMARY method - requires Qt and Xvfb, but produces exact GUI replica with colored parts. + + Args: + brep_path: Path to BREP file (for reference, but we use module CAD generation instead) + output_dir: Directory to save PNG images + module: Design module instance (required for colored rendering) + + Returns: + Dict mapping view names to image paths: {"3d": "path", "front": "path", ...} + + Raises: + Exception: If rendering fails + """ + # CRITICAL: Set QT_QPA_PLATFORM=offscreen BEFORE any Qt imports + # This must happen before init_display() is called, as Qt reads this env var on first import + os.environ['QT_QPA_PLATFORM'] = 'offscreen' + + logger.info("[REPORT_IMG] ========================================") + logger.info("[REPORT_IMG] ATTEMPTING Qt/OpenCASCADE RENDERING") + logger.info("[REPORT_IMG] This should produce COLORS like GUI") + logger.info("[REPORT_IMG] ========================================") + + # Setup headless Qt (will try even without Xvfb) + setup_headless_qt() # This also sets QT_QPA_PLATFORM, but we already set it above + + # Try to create Qt display - this will fail if Qt offscreen doesn't work + # Create display (same as GUI) + # Use 'pyside6' backend (PySide6 is already installed) - QT_QPA_PLATFORM=offscreen makes it headless + try: + from osdag_core.texlive.Design_wrapper import init_display as init_display_off_screen + off_display, _, _, _ = init_display_off_screen(backend_str='pyside6') + logger.info("[REPORT_IMG] Off-screen display created successfully") + except Exception as e: + error_msg = str(e) + logger.error(f"[REPORT_IMG] Failed to create Qt offscreen display: {error_msg}") + if "offscreen" in error_msg.lower() or "display" in error_msg.lower() or "platform plugin" in error_msg.lower(): + logger.error("[REPORT_IMG] Qt offscreen rendering requires proper Qt platform plugin setup.") + logger.error("[REPORT_IMG] Install missing dependencies: sudo apt-get install libxcb-cursor0") + logger.error("[REPORT_IMG] Or use Xvfb: sudo apt-get install xvfb && Xvfb :99 -screen 0 1024x768x24 &") + raise RuntimeError(f"Cannot create Qt offscreen display: {e}. Install required Qt dependencies or Xvfb for headless rendering.") from e + + # Use module CAD generation for colored rendering (like GUI) + if module is not None: + logger.info("[REPORT_IMG] Using module CAD generation for colored rendering (GUI approach)...") + try: + # Create CommonDesignLogic object (like GUI does) + from osdag_core.cad.common_logic import CommonDesignLogic + + # Create a minimal mock cad_widget (headless - no GUI needed) + class MockCADWidget: + def __init__(self): + self.model_ais_objects = {} + self.model_hover_labels = {} + def display_view_cube(self): + pass # No-op for headless + + mock_widget = MockCADWidget() + + # Get module attributes needed for CAD generation + mainmodule = getattr(module, 'mainmodule', 'Shear Connection') + connection = getattr(module, 'module', 'FinPlateConnection') + folder = None # Not needed for headless + + logger.info(f"[REPORT_IMG] Module attributes:") + logger.info(f"[REPORT_IMG] - mainmodule: {mainmodule}") + logger.info(f"[REPORT_IMG] - connection: {connection}") + logger.info(f"[REPORT_IMG] - design_status: {getattr(module, 'design_status', 'NOT SET')}") + logger.info(f"[REPORT_IMG] - has hover_dict: {hasattr(module, 'hover_dict')}") + logger.info(f"[REPORT_IMG] Creating CommonDesignLogic...") + + # Create CommonDesignLogic + comm_logic = CommonDesignLogic( + display=off_display, + cad_widget=mock_widget, + folder=folder, + connection=connection, + mainmodule=mainmodule + ) + + # Call call_3DModel first (like GUI does) - this creates CAD objects with parts + # flag=True means design exists, module_object is the module instance + logger.info("[REPORT_IMG] Calling call_3DModel(True, module)...") + design_status = getattr(module, 'design_status', True) + comm_logic.call_3DModel(design_status, module) + logger.info("[REPORT_IMG] CAD model created via call_3DModel (with colored parts)") + + # Note: call_3DModel already calls display_3DModel("Model", "gradient_bg") internally + # which displays all parts with colors. We just need to change background to white for reports. + # Don't call display_3DModel again - it would erase everything via cleanup coordinator! + logger.info("[REPORT_IMG] Changing background to white for report images...") + off_display.set_bg_gradient_color([255, 255, 255], [126, 126, 126]) + + # Verify connectivityObj was created (contains the colored CAD parts) + if not hasattr(comm_logic, 'connectivityObj') or comm_logic.connectivityObj is None: + logger.error("[REPORT_IMG] ERROR: connectivityObj is None - CAD model was not created!") + raise RuntimeError("connectivityObj is None - CAD generation failed") + logger.info("[REPORT_IMG] Verified: connectivityObj exists (CAD model created successfully)") + + # CRITICAL: Force display update to ensure colors are rendered before export + logger.info("[REPORT_IMG] Forcing display update to ensure colors are rendered...") + off_display.Repaint() # Repaint() is the correct method for OpenCASCADE display + # Small delay to ensure rendering completes (headless rendering can be async) + import time + time.sleep(0.1) + logger.info("[REPORT_IMG] Model displayed with colors and white background (ready for export)") + + except Exception as e: + logger.error(f"[REPORT_IMG] Failed to use module CAD generation: {e}") + import traceback + logger.error(traceback.format_exc()) + raise RuntimeError(f"Module CAD generation failed: {e}") from e + else: + # Fallback: Just load BREP (no colors) - COMMENTED OUT, prefer module approach + logger.warning("[REPORT_IMG] No module provided, cannot generate colored images") + raise RuntimeError("Module is required for colored rendering. BREP-only rendering disabled.") + + # OLD APPROACH (COMMENTED OUT - no colors): + # shape = read_brep_file(brep_path) + # off_display.DisplayShape(shape, update=True) + # off_display.set_bg_gradient_color([255, 255, 255], [255, 255, 255]) + + # Export images (EXACT same sequence as GUI) + image_paths = {} + + logger.info("[REPORT_IMG] Exporting 3D view...") + off_display.Repaint() # Ensure display is updated before export + off_display.ExportToImage(os.path.join(output_dir, '3d.png')) + image_paths['3d'] = os.path.join(output_dir, '3d.png') + + logger.info("[REPORT_IMG] Exporting Front view...") + off_display.View_Front() + off_display.FitAll() + off_display.Repaint() # Ensure display is updated before export + off_display.ExportToImage(os.path.join(output_dir, 'front.png')) + image_paths['front'] = os.path.join(output_dir, 'front.png') + + logger.info("[REPORT_IMG] Exporting Top view...") + off_display.View_Top() + off_display.FitAll() + off_display.Repaint() # Ensure display is updated before export + off_display.ExportToImage(os.path.join(output_dir, 'top.png')) + image_paths['top'] = os.path.join(output_dir, 'top.png') + + logger.info("[REPORT_IMG] Exporting Side view...") + off_display.View_Right() + off_display.FitAll() + off_display.Repaint() # Ensure display is updated before export + off_display.ExportToImage(os.path.join(output_dir, 'side.png')) + image_paths['side'] = os.path.join(output_dir, 'side.png') + + logger.info("[REPORT_IMG] OpenCASCADE rendering completed successfully") + return image_paths + + +def find_existing_cad_files(module_id: str, input_values: dict, + session_id: Optional[str] = None) -> Dict[str, str]: + """Find existing CAD files for a design. + + Searches in file_storage/cad_models/ for BREP or STL files matching + the session_id or module_id pattern. + + Args: + module_id: Module identifier (e.g., 'FinPlateConnection') + input_values: Design input values (for future use) + session_id: Optional session ID to search for + + Returns: + Dict with section -> file_path mapping: {"Model": "path/to/Model.brep", ...} + """ + logger.info("[REPORT_CAD] Searching for CAD files...") + + cad_models_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_dir): + logger.info("[REPORT_CAD] CAD models directory does not exist") + return {} + + found_files = {} + + # If session_id provided, search for files with that session_id + if session_id: + logger.info(f"[REPORT_CAD] Session ID: {session_id}") + pattern = f"{session_id}_*.brep" + stl_pattern = f"{session_id}_*.stl" + + for file in os.listdir(cad_models_dir): + if file.startswith(f"{session_id}_") and (file.endswith('.brep') or file.endswith('.stl')): + section = file.replace(f"{session_id}_", "").replace('.brep', '').replace('.stl', '') + file_path = os.path.join(cad_models_dir, file) + found_files[section] = file_path + logger.info(f"[REPORT_CAD] Found CAD file: {section} -> {file_path}") + else: + # Search by module_id pattern (less reliable, but fallback) + logger.info(f"[REPORT_CAD] No session_id, searching by module pattern...") + # This is a simplified search - in practice, you might want more sophisticated matching + for file in os.listdir(cad_models_dir): + if file.endswith('.brep') or file.endswith('.stl'): + # Try to match by checking if file might be related + # This is a placeholder - actual implementation might need better logic + file_path = os.path.join(cad_models_dir, file) + section = file.replace('.brep', '').replace('.stl', '').split('_')[-1] + if section == 'Model': # Only take Model section for now + found_files[section] = file_path + logger.info(f"[REPORT_CAD] Found CAD file: {section} -> {file_path}") + + if found_files: + logger.info(f"[REPORT_CAD] Found CAD files: {list(found_files.keys())}") + else: + logger.info("[REPORT_CAD] No existing CAD files found, will generate") + + return found_files + + +def generate_cad_files_for_report(module: Any, input_values: dict, + module_id: str, session_id: Optional[str] = None) -> Dict[str, str]: + """Generate CAD files for report if they don't exist. + + Reuses CAD generation logic from module adapters. + Generates CAD files on-the-fly if they don't exist. + + Args: + module: Design module instance + input_values: Design input values + module_id: Module identifier + session_id: Optional session ID for file naming + + Returns: + Dict of section -> file_path: {"Model": "path/to/Model.brep", ...} + """ + logger.info("[REPORT_CAD] Generating CAD files on-the-fly...") + + if session_id is None: + import uuid + session_id = str(uuid.uuid4()) + logger.info(f"[REPORT_CAD] Generated session_id: {session_id}") + + # Map module_id to adapter function + module_adapter_map = { + 'FinPlateConnection': 'apps.modules.shear_connection.submodules.fin_plate.adapter', + # 'EndPlateConnection': 'apps.modules.shear_connection.submodules.end_plate.adapter', + 'HeaderPlateConnection': 'apps.modules.shear_connection.submodules.header_plate.adapter', + 'CleatAngleConnection': 'apps.modules.shear_connection.submodules.cleat_angle.adapter', + 'Seated-Angle-Connection': 'apps.modules.shear_connection.submodules.seated_angle.adapter', + 'Cover-Plate-Bolted-Connection': 'apps.modules.moment_connection.submodules.beam_beam_cover_plate_bolted.adapter', + 'Beam-Beam-End-Plate-Connection': 'apps.modules.moment_connection.submodules.beam_beam_end_plate.adapter', + 'Cover-Plate-Welded-Connection': 'apps.modules.moment_connection.submodules.beam_beam_cover_plate_welded.adapter', + 'Beam-to-Column-End-Plate-Connection': 'apps.modules.moment_connection.submodules.beam_column_end_plate.adapter', + 'ColumnCoverPlateBolted': 'apps.modules.moment_connection.submodules.column_column_cover_plate_bolted.adapter', + 'Column-to-Column-Cover-Plate-Welded-Connection': 'apps.modules.moment_connection.submodules.column_column_cover_plate_welded.adapter', + 'Column-to-Column-End-Plate-Connection': 'apps.modules.moment_connection.submodules.column_column_end_plate.adapter', + } + + if module_id not in module_adapter_map: + logger.warning(f"[REPORT_CAD] Module {module_id} not in adapter map, cannot generate CAD") + return {} + + try: + # Import the adapter module + adapter_module_path = module_adapter_map[module_id] + adapter_module = __import__(adapter_module_path, fromlist=['create_cad_model']) + create_cad_model_func = getattr(adapter_module, 'create_cad_model', None) + + if not create_cad_model_func: + logger.warning(f"[REPORT_CAD] create_cad_model not found in {adapter_module_path}") + return {} + + # Generate CAD for Model section + logger.info(f"[REPORT_CAD] Calling create_cad_model for section: Model") + cad_path = create_cad_model_func(input_values, "Model", session_id) + + if not cad_path: + logger.warning(f"[REPORT_CAD] create_cad_model returned None or empty") + return {} + + # Resolve full path + if not os.path.isabs(cad_path): + cad_path = os.path.join(os.getcwd(), cad_path) + + if os.path.exists(cad_path): + logger.info(f"[REPORT_CAD] CAD file generated: {cad_path}") + return {"Model": cad_path} + else: + logger.warning(f"[REPORT_CAD] Generated CAD file does not exist: {cad_path}") + return {} + + except Exception as e: + logger.error(f"[REPORT_CAD] ERROR: CAD generation failed - {e}") + import traceback + logger.error(traceback.format_exc()) + return {} + + +def ensure_image_directory(image_dir: str) -> str: + """Ensure image directory exists and return absolute path. + + Args: + image_dir: Directory path (relative or absolute) + + Returns: + Absolute path to image directory + """ + if not os.path.isabs(image_dir): + image_dir = os.path.join(os.getcwd(), image_dir) + + logger.info(f"[REPORT_IMG] Creating image directory: {image_dir}") + + if not os.path.exists(image_dir): + os.makedirs(image_dir, exist_ok=True) + logger.info(f"[REPORT_IMG] Image directory created: {image_dir}") + else: + logger.info(f"[REPORT_IMG] Image directory exists: {image_dir}") + + return image_dir + + +def copy_fallback_images(output_dir: str) -> Dict[str, str]: + """Copy broken.png as fallback for all views. + + Args: + output_dir: Directory to save fallback images + + Returns: + Dict mapping view names to fallback image paths + """ + logger.info("[REPORT_IMG] WARNING: Image generation failed, using fallback") + + # Find broken.png in osdag_core data + from osdag_core.Common import _get_resource_path + pkg_images = _get_resource_path("data", "ResourceFiles", "images") + broken_png_path = pkg_images / "broken.png" + + if not os.path.exists(str(broken_png_path)): + logger.error(f"[REPORT_IMG] Fallback image not found: {broken_png_path}") + return {} + + image_paths = {} + for view_name in ['3d', 'front', 'top', 'side']: + dest_path = os.path.join(output_dir, f'{view_name}.png') + shutil.copy2(str(broken_png_path), dest_path) + image_paths[view_name] = dest_path + logger.info(f"[REPORT_IMG] Copied fallback image: {dest_path}") + + logger.info("[REPORT_IMG] Fallback images set for all views") + return image_paths + + +def generate_cad_images_for_report( + module: Any, + input_values: dict, + module_id: str, + report_dir: str, + session_id: Optional[str] = None +) -> Dict[str, Any]: + """Main function to generate CAD images for report. + + This function orchestrates the entire image generation pipeline: + 1. Find or generate CAD files + 2. Convert BREP/STL to images using rendering backend + 3. Copy images to ResourceFiles/images/ + 4. Return paths + + Args: + module: Design module instance + input_values: Design input values + module_id: Module identifier + report_dir: Base directory for report files + session_id: Optional session ID for CAD file discovery + + Returns: + Dict with: + - success: bool + - images: {"3d": "path", "front": "path", ...} + - errors: List of error messages + """ + logger.info("[REPORT_IMG] Starting image generation pipeline...") + + result = { + "success": False, + "images": {}, + "errors": [] + } + + try: + # Step 1: Check if module is available (required for colored rendering) + if module is None: + logger.warning("[REPORT_IMG] No module provided, cannot generate colored images") + result["errors"].append("Module is required for colored rendering") + image_dir = ensure_image_directory(os.path.join(report_dir, "ResourceFiles", "images")) + result["images"] = copy_fallback_images(image_dir) + return result + + # Step 2: Convert to images using module CAD generation (like GUI) + logger.info("[REPORT_IMG] Step 2/4: Converting to images using module CAD generation...") + image_dir = ensure_image_directory(os.path.join(report_dir, "ResourceFiles", "images")) + logger.info(f"[REPORT_IMG] Images will be saved to: {image_dir}") + logger.info(f"[REPORT_IMG] report_dir: {report_dir}") + + # For Qt rendering, we don't need CAD files - module generates CAD directly + # For VTK/Open3D fallbacks, we may need CAD files, so find them if needed + cad_file_path = None # Will be set only if needed for fallback + + # Try Qt first (PRIMARY - exact GUI replica WITH COLORS, already installed) + try: + logger.info("[REPORT_IMG] ===== USING Qt/OpenCASCADE RENDERING (WITH COLORS) =====") + logger.info("[REPORT_IMG] This is the PRIMARY method - exact GUI replica with colored parts") + # Qt rendering uses module directly, no CAD file needed + image_paths = generate_with_opencascade_display("", image_dir, module=module) + result["success"] = True + result["images"] = image_paths + logger.info(f"[REPORT_IMG] ===== Qt rendering SUCCESS - Generated colored images: {list(image_paths.keys())} =====") + except Exception as e: + logger.error(f"[REPORT_IMG] ===== Qt rendering FAILED: {e} =====") + logger.warning(f"[REPORT_IMG] Falling back to VTK (NO COLORS)...") + import traceback + logger.error(traceback.format_exc()) + result["errors"].append(f"Qt rendering failed: {e}") + + # For fallback methods, we need CAD files + logger.info("[REPORT_IMG] Finding CAD files for fallback rendering...") + cad_files = find_existing_cad_files(module_id, input_values, session_id) + + if not cad_files: + logger.info("[REPORT_IMG] No existing CAD files, generating on-the-fly...") + cad_files = generate_cad_files_for_report(module, input_values, module_id, session_id) + + if not cad_files: + logger.warning("[REPORT_IMG] No CAD files available for fallback, using broken.png") + result["images"] = copy_fallback_images(image_dir) + return result + + # Get Model section (primary CAD file) + model_file = cad_files.get("Model") + if not model_file: + logger.warning("[REPORT_IMG] No Model section in CAD files") + result["images"] = copy_fallback_images(image_dir) + return result + + # Determine file path (prefer STL, fallback to BREP) + brep_path = model_file + stl_path = model_file.replace('.brep', '.stl') + if os.path.exists(stl_path): + cad_file_path = stl_path + elif os.path.exists(brep_path): + cad_file_path = brep_path + else: + logger.error(f"[REPORT_IMG] CAD file not found: {model_file}") + result["images"] = copy_fallback_images(image_dir) + return result + + # Try VTK fallback (already installed, lighter) - NOTE: No colors + try: + if verify_vtk_available(): + logger.info("[REPORT_IMG] Using VTK (fallback method - already installed, no colors)...") + image_paths = generate_with_vtk(cad_file_path, image_dir, module=module) + result["success"] = True + result["images"] = image_paths + logger.info(f"[REPORT_IMG] Generated images: {list(image_paths.keys())}") + else: + raise RuntimeError("VTK not available") + except Exception as e2: + logger.warning(f"[REPORT_IMG] VTK rendering failed: {e2}, trying Open3D (optional)...") + result["errors"].append(f"VTK rendering failed: {e2}") + + # Try Open3D (OPTIONAL - not in requirements.txt) - NOTE: No colors + try: + if verify_open3d_available(): + logger.info("[REPORT_IMG] Using Open3D (optional fallback - not in requirements, no colors)...") + image_paths = generate_with_open3d(cad_file_path, image_dir, module=module) + result["success"] = True + result["images"] = image_paths + logger.info(f"[REPORT_IMG] Generated images: {list(image_paths.keys())}") + else: + raise RuntimeError("Open3D not available (optional package)") + except Exception as e3: + logger.error(f"[REPORT_IMG] All rendering methods failed: {e3}") + result["errors"].append(f"Open3D rendering failed: {e3}") + # Use fallback images + result["images"] = copy_fallback_images(image_dir) + + # Step 3: Verify images exist + logger.info("[REPORT_IMG] Step 3/4: Verifying images...") + verified_images = {} + for view_name, img_path in result["images"].items(): + if os.path.exists(img_path): + verified_images[view_name] = img_path + else: + logger.warning(f"[REPORT_IMG] Image file missing: {img_path}") + result["errors"].append(f"Image file missing: {img_path}") + + if not verified_images: + logger.warning("[REPORT_IMG] No images verified, using fallback") + result["images"] = copy_fallback_images(image_dir) + else: + result["images"] = verified_images + + # Step 4: Complete + logger.info("[REPORT_IMG] Step 4/4: Image generation complete") + logger.info(f"[REPORT_IMG] Generated images: {list(result['images'].keys())}") + + except Exception as e: + logger.error(f"[REPORT_IMG] ERROR: Image generation pipeline failed: {e}") + import traceback + logger.error(traceback.format_exc()) + result["errors"].append(f"Pipeline error: {e}") + + # Ensure fallback images are set + try: + image_dir = ensure_image_directory(os.path.join(report_dir, "ResourceFiles", "images")) + result["images"] = copy_fallback_images(image_dir) + except Exception as fallback_err: + logger.error(f"[REPORT_IMG] Even fallback failed: {fallback_err}") + result["errors"].append(f"Fallback failed: {fallback_err}") + + return result + diff --git a/backend/apps/core/utils/tests/__init__.py b/backend/apps/core/utils/tests/__init__.py new file mode 100644 index 000000000..7ceaf035a --- /dev/null +++ b/backend/apps/core/utils/tests/__init__.py @@ -0,0 +1,3 @@ +# Tests for utils module + + diff --git a/backend/apps/core/utils/tests/test_report_image_generator.py b/backend/apps/core/utils/tests/test_report_image_generator.py new file mode 100644 index 000000000..aa58d5af4 --- /dev/null +++ b/backend/apps/core/utils/tests/test_report_image_generator.py @@ -0,0 +1,187 @@ +""" +Unit tests for report_image_generator module. +""" + +import os +import pytest +import tempfile +import shutil +from unittest.mock import Mock, patch, MagicMock +import numpy as np + +# Skip this module entirely in CI environments +if os.environ.get('CI') == 'true': + pytest.skip("Skipping in CI environment", allow_module_level=True) + +# Import the module under test +import sys +sys.path.insert(0, os.path.join(os.path.dirname(__file__), '../../..')) +try: + from apps.core.utils.report_image_generator import ( + verify_open3d_available, + setup_headless_qt, + read_brep_file, + generate_stl_from_brep, + find_existing_cad_files, + generate_cad_files_for_report, + ensure_image_directory, + copy_fallback_images, + generate_cad_images_for_report + ) +except FileNotFoundError as e: + pytest.skip(f"Skipping module because LaTeX environment is not found: {e}", allow_module_level=True) + + +class TestVerifyOpen3DAvailable: + """Tests for verify_open3d_available()""" + + def test_open3d_available(self): + """Test when Open3D is available""" + mock_o3d = MagicMock() + mock_renderer = MagicMock() + mock_o3d.visualization.rendering.OffscreenRenderer.return_value = mock_renderer + with patch.dict('sys.modules', {'open3d': mock_o3d}): + result = verify_open3d_available() + assert result is True + + def test_open3d_not_available(self): + """Test when Open3D is not installed""" + with patch.dict('sys.modules', {'open3d': None}): + with pytest.raises(ImportError): + import open3d + # Function should handle gracefully + # Note: This test may fail if open3d is actually installed + pass + + +class TestReadBrepFile: + """Tests for read_brep_file()""" + + def test_file_not_found(self): + """Test with non-existent file""" + with pytest.raises(FileNotFoundError): + read_brep_file("/nonexistent/file.brep") + + def test_invalid_brep(self, tmp_path): + """Test with invalid BREP file""" + invalid_brep = tmp_path / "invalid.brep" + invalid_brep.write_text("not a valid brep file") + + with pytest.raises(ValueError): + read_brep_file(str(invalid_brep)) + + +class TestFindExistingCadFiles: + """Tests for find_existing_cad_files()""" + + def test_no_files_found(self, tmp_path): + """Test when no CAD files exist""" + with patch('os.getcwd', return_value=str(tmp_path)): + result = find_existing_cad_files("TestModule", {}, None) + assert result == {} + + def test_files_found_with_session_id(self, tmp_path): + """Test finding files with session_id""" + cad_dir = tmp_path / "file_storage" / "cad_models" + cad_dir.mkdir(parents=True) + + session_id = "test_session_123" + test_file = cad_dir / f"{session_id}_Model.brep" + test_file.write_text("test brep content") + + with patch('os.getcwd', return_value=str(tmp_path)): + result = find_existing_cad_files("TestModule", {}, session_id) + assert "Model" in result + assert result["Model"] == str(test_file) + + +class TestEnsureImageDirectory: + """Tests for ensure_image_directory()""" + + def test_create_directory(self, tmp_path): + """Test directory creation""" + image_dir = tmp_path / "test_images" + result = ensure_image_directory(str(image_dir)) + + assert os.path.exists(result) + assert os.path.isabs(result) + + def test_existing_directory(self, tmp_path): + """Test with existing directory""" + image_dir = tmp_path / "existing_images" + image_dir.mkdir() + + result = ensure_image_directory(str(image_dir)) + assert os.path.exists(result) + + +class TestCopyFallbackImages: + """Tests for copy_fallback_images()""" + + def test_fallback_copy(self, tmp_path): + """Test copying fallback images""" + output_dir = tmp_path / "output" + output_dir.mkdir() + + # Mock broken.png location + with patch('apps.core.utils.report_image_generator._get_resource_path') as mock_get_path: + mock_broken = tmp_path / "broken.png" + mock_broken.write_bytes(b"fake png data") + mock_get_path.return_value = tmp_path + + result = copy_fallback_images(str(output_dir)) + + assert len(result) == 4 + assert '3d' in result + assert 'front' in result + assert 'top' in result + assert 'side' in result + + +@pytest.mark.skip(reason="Skip GUI/rendering tests to avoid core dumps in headless environments") +class TestGenerateCadImagesForReport: + """Tests for generate_cad_images_for_report()""" + + def test_no_cad_files(self): + """Test when no CAD files are available""" + mock_module = Mock() + + with patch('apps.core.utils.report_image_generator.find_existing_cad_files', return_value={}): + with patch('apps.core.utils.report_image_generator.generate_cad_files_for_report', return_value={}): + with patch('apps.core.utils.report_image_generator.generate_with_opencascade_display', side_effect=Exception("Qt failed")): + with patch('apps.core.utils.report_image_generator.copy_fallback_images') as mock_fallback: + mock_fallback.return_value = {'3d': 'path', 'front': 'path', 'top': 'path', 'side': 'path'} + + result = generate_cad_images_for_report( + module=mock_module, + input_values={}, + module_id="TestModule", + report_dir="/tmp/test" + ) + + assert result["success"] is False + assert "images" in result + assert len(result["images"]) == 4 + + @pytest.mark.skipif(not verify_open3d_available(), reason="Open3D not available") + def test_with_cad_files_open3d(self, tmp_path): + """Test image generation with Open3D (if available)""" + # Create a minimal STL file for testing + cad_dir = tmp_path / "file_storage" / "cad_models" + cad_dir.mkdir(parents=True) + + # Note: This would require a real STL file or mock + # For now, just test the structure + pass + + +# Integration test placeholder +class TestIntegration: + """Integration tests - to be implemented""" + + @pytest.mark.skip(reason="Requires full environment setup") + def test_full_pipeline(self): + """Test full image generation pipeline""" + pass + + diff --git a/backend/apps/core/utils/validation.py b/backend/apps/core/utils/validation.py new file mode 100644 index 000000000..5e0105afe --- /dev/null +++ b/backend/apps/core/utils/validation.py @@ -0,0 +1,95 @@ +""" +Validation utilities for the backend. +Contains utility functions for input validation and type checking. +""" +from typing import List, Tuple, Callable, Any, Optional, Iterable +from .errors import InvalidInputTypeError + + +def validate_list_type(iterable: Iterable, data_type: Any) -> bool: + """Validate whether the all items of list are of data type.""" + if len(iterable) == 0: + return False + for item in iterable: + if not isinstance(item, data_type): + return False + return True + + +def contains_keys(data: dict, keys: List[str]) -> Optional[Tuple[str]]: + """Check whether dictionary contains all given keys.""" + missing = [] + for key in keys: + if key not in data.keys(): + missing.append(key) + if missing != []: + return tuple(missing) + + +def custom_list_validation(iterable: Iterable, validation: Callable[[Any], bool]) -> bool: + """Validate all items in the list using a custom function.""" + for item in iterable: + if not validation(item): + print(item) + return False + return True + + +def int_able(value: str) -> bool: + """Check if str can be converted to int.""" + try: + int(value) + except: + return False + return True + + +def float_able(value: str) -> bool: + """Check if str can be converted to float.""" + try: + float(value) + except: + return False + return True + + +def is_yes_or_no(value: Any) -> bool: + """Checks if value is 'Yes' or 'No'.""" + if not isinstance(value, str): + return False + if not (value == "Yes" or value == "No"): + return False + return True + + +def validate_string(key: str, value: Any) -> None: + """Check if value is a string. If not, raise error.""" + if not isinstance(value, str): + raise InvalidInputTypeError(key, "str") + + +def validate_num(key: str, value: Any, is_float: bool) -> None: + """Check if value is a string that can be converted to a number. If not, raise error.""" + if is_float: + checker = float_able + type_str = "float" + else: + checker = int_able + type_str = "int" + if (not isinstance(value, str) or not checker(value)): + raise InvalidInputTypeError(key, "str where str can be converted to " + type_str) + + +def validate_arr(key: str, value: Any, is_float: bool) -> None: + """Check if value is a list where all items can be converted to numbers.""" + if is_float: + checker = float_able + type_str = "float" + else: + checker = int_able + type_str = "int" + if (not isinstance(value, list) + or not validate_list_type(value, str) + or not custom_list_validation(value, checker)): + raise InvalidInputTypeError(key, "non empty List[str] where all items can be converted to " + type_str) + diff --git a/backend/apps/core/views.py b/backend/apps/core/views.py new file mode 100644 index 000000000..4bd390c96 --- /dev/null +++ b/backend/apps/core/views.py @@ -0,0 +1,302 @@ +from django.http.response import JsonResponse +from rest_framework.decorators import api_view, permission_classes, authentication_classes +from rest_framework.permissions import IsAuthenticated, AllowAny +from apps.core.permissions import IsEmailVerified +from rest_framework.views import APIView +from rest_framework.response import Response +from rest_framework import status +from firebase_admin import auth as firebase_auth +import firebase_admin +from firebase_admin import credentials +from django.contrib.auth.models import User +import os + +# importing data +from .data.design_types import design_type_data, connections_data, shear_connection, moment_connection, b2b_splice, b2column, c2c_splice, base_plate, tension_member + + +# Create your views here. + +# Initialize Firebase Admin SDK +# TODO: Move this to a better place (e.g., AppConfig ready method) and use environment variables for path +if not firebase_admin._apps: + # Try to find the credential file + # Prefer service account placed in backend/firebase-service-account.json + repo_root = os.path.dirname(os.path.dirname(os.path.dirname(__file__))) # .../backend + cred_candidates = [ + os.path.join(repo_root, "firebase-service-account.json"), + os.path.join(repo_root, "config", "firebase-service-account.json"), + "osdag_web/firebase-service-account.json", # legacy location + ] + cred_path = next((p for p in cred_candidates if os.path.exists(p)), None) + + if cred_path and os.path.exists(cred_path): + cred = credentials.Certificate(cred_path) + firebase_admin.initialize_app(cred) + else: + print("Warning: Firebase credentials not found. Checked:") + for p in cred_candidates: + print(f" - {p}") + + +@api_view(['GET']) +@permission_classes([IsEmailVerified]) +def dashboard_view(request): + user = request.user + return Response({ + "message": f"Welcome {user.username}!", + "email": user.email, + }) + + +class FirebaseAuthView(APIView): + """ + Unified endpoint for all Firebase authentication (Google + Email/Password). + Syncs Firebase users to Django User model and returns user info. + """ + authentication_classes = [] # Bypass JWTAuthentication for this endpoint + permission_classes = [] # Public endpoint + + def post(self, request): + import logging + logger = logging.getLogger(__name__) + + # Log request data for debugging + logger.info(f"FirebaseAuthView POST request received. Data keys: {list(request.data.keys()) if hasattr(request.data, 'keys') else 'No data'}") + + token = request.data.get("token") + if not token: + logger.error("FirebaseAuthView: No token provided in request") + return Response({"error": "No token provided"}, status=400) + + logger.info(f"FirebaseAuthView: Token received (length: {len(token) if token else 0})") + + try: + decoded = firebase_auth.verify_id_token(token) + logger.info(f"FirebaseAuthView: Token verified successfully. UID: {decoded.get('uid')}, Email: {decoded.get('email')}") + + uid = decoded.get('uid') + email = decoded.get('email') + email_verified = decoded.get('email_verified', False) + + if not uid: + logger.error("FirebaseAuthView: Token decoded but missing UID") + return Response({"error": "Invalid token: missing UID"}, status=400) + + # Sync user to Django (use Firebase UID as username) + from django.db import IntegrityError, transaction + + try: + with transaction.atomic(): + user, created = User.objects.get_or_create( + username=uid, + defaults={'email': email or ''} + ) + logger.info(f"FirebaseAuthView: User {'created' if created else 'retrieved'}. Username: {user.username}, Email: {user.email}") + except IntegrityError: + # Concurrency safety: if created concurrently, fetch it + user = User.objects.get(username=uid) + created = False + logger.info(f"FirebaseAuthView: User retrieved after IntegrityError on creation. Username: {user.username}") + + # Check if user account is active + if not user.is_active: + logger.warning(f"FirebaseAuthView: Attempted login by inactive user UID: {uid}") + return Response({"error": "User account is disabled."}, status=status.HTTP_400_BAD_REQUEST) + + # Update email if changed + if email and user.email != email: + try: + with transaction.atomic(): + user.email = email + user.save() + logger.info(f"FirebaseAuthView: Updated user email to {email}") + except IntegrityError: + pass + + # Sync UserAccount if it doesn't exist + from apps.core.models import UserAccount + + # Try to find existing UserAccount by username (Firebase UID) or email + user_account = None + account_created = False + + try: + # First try to get by username (Firebase UID) + user_account = UserAccount.objects.get(username=uid) + logger.info(f"FirebaseAuthView: UserAccount found by username (UID)") + except UserAccount.DoesNotExist: + # If not found by UID, try to find by email + if email: + try: + user_account = UserAccount.objects.get(email=email) + logger.info(f"FirebaseAuthView: UserAccount found by email, updating username to UID") + # Update the username to the Firebase UID + with transaction.atomic(): + user_account.username = uid + user_account.user = user + user_account.save() + except UserAccount.DoesNotExist: + pass + except IntegrityError: + # Concurrency safety: if another thread updated it first + try: + user_account = UserAccount.objects.get(username=uid) + logger.info(f"FirebaseAuthView: UserAccount found by username after IntegrityError on email update") + except UserAccount.DoesNotExist: + pass + + # If still not found, create new UserAccount + if not user_account: + try: + with transaction.atomic(): + user_account = UserAccount.objects.create( + username=uid, + user=user, + email=email or '' + ) + account_created = True + logger.info(f"FirebaseAuthView: UserAccount created") + except IntegrityError: + # Concurrency safety: if it was created in another thread + try: + user_account = UserAccount.objects.get(username=uid) + logger.info(f"FirebaseAuthView: UserAccount found by username after IntegrityError on creation") + except UserAccount.DoesNotExist: + # Fallback to search by email + if email: + try: + user_account = UserAccount.objects.get(email=email) + logger.info(f"FirebaseAuthView: UserAccount found by email after IntegrityError on creation") + except UserAccount.DoesNotExist: + raise + else: + raise + + # Update UserAccount if user link is missing or email changed + needs_save = False + if not user_account.user: + user_account.user = user + needs_save = True + if email and user_account.email != email: + user_account.email = email + needs_save = True + if user_account.user != user: + user_account.user = user + needs_save = True + + if needs_save: + try: + with transaction.atomic(): + user_account.save() + logger.info(f"FirebaseAuthView: UserAccount updated") + except IntegrityError: + pass + + logger.info(f"FirebaseAuthView: Authentication successful for UID: {uid}") + return Response({ + 'success': True, + 'uid': uid, + 'email': email, + 'email_verified': email_verified, + 'created': created, + 'message': 'Authentication successful' + }, status=200) + + except firebase_auth.InvalidIdTokenError as e: + logger.error(f"FirebaseAuthView: Invalid Firebase token error: {str(e)}") + return Response({"error": "Invalid Firebase token"}, status=400) + except firebase_auth.ExpiredIdTokenError as e: + logger.error(f"FirebaseAuthView: Expired Firebase token error: {str(e)}") + return Response({"error": "Firebase token has expired"}, status=400) + except Exception as e: + logger.error(f"FirebaseAuthView: Unexpected error: {str(e)}", exc_info=True) + return Response({"error": str(e)}, status=400) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_design_types(request): + return JsonResponse({'result': design_type_data}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_connections(request): + return JsonResponse({'result': connections_data}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_shear_connection(request): + return JsonResponse({'result': shear_connection}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_moment_connection(request): + return JsonResponse({'result': moment_connection}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_b2b_splice(request): + return JsonResponse({'result': b2b_splice}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_b2column(request): + return JsonResponse({'result': b2column}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_c2c_splice(request): + return JsonResponse({'result': c2c_splice}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_base_plate(request): + return JsonResponse({'result': base_plate}, safe=False) + + +@api_view(['GET']) +@authentication_classes([]) +@permission_classes([AllowAny]) +def get_tension_member(request): + return JsonResponse({'result': tension_member}, safe=False) + + +from celery.result import AsyncResult + +class TaskStatusAPIView(APIView): + """ + ViewSet/APIView to query the status of a Celery calculation/CAD task. + """ + authentication_classes = [] + permission_classes = [AllowAny] + + def get(self, request, task_id): + task_result = AsyncResult(task_id) + response_data = { + "task_id": task_id, + "status": task_result.status, + } + if task_result.ready(): + if task_result.successful(): + response_data["result"] = task_result.result + else: + response_data["error"] = str(task_result.result) + return Response(response_data, status=status.HTTP_200_OK) + + diff --git a/backend/apps/modules/__init__.py b/backend/apps/modules/__init__.py new file mode 100644 index 000000000..130f658cf --- /dev/null +++ b/backend/apps/modules/__init__.py @@ -0,0 +1,2 @@ +# Modules package + diff --git a/backend/apps/modules/base_plate/__init__.py b/backend/apps/modules/base_plate/__init__.py new file mode 100644 index 000000000..34df817c7 --- /dev/null +++ b/backend/apps/modules/base_plate/__init__.py @@ -0,0 +1,5 @@ +""" +Base Plate Module +""" +MODULE_ID = 'Base-Plate' +from .service import BasePlateService as Service diff --git a/backend/apps/modules/base_plate/adapter.py b/backend/apps/modules/base_plate/adapter.py new file mode 100644 index 000000000..1ac179f1d --- /dev/null +++ b/backend/apps/modules/base_plate/adapter.py @@ -0,0 +1,447 @@ +""" +Base Plate Adapter +Maps web API payload to osdag_core BasePlateConnection keys and back. +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) +from osdag_core.design_type.connection.base_plate_connection import BasePlateConnection +from osdag_core.custom_logger import CustomLogger +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.Common import KEY_DISP_BASE_PLATE +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +import sys +import os +from typing import Dict, Any, List +import traceback +import json + +# Core expects these key names (from osdag_core.Common / base_plate_connection.set_input_values) +KEY_CONN = 'Connectivity' +KEY_END_CONDITION = 'End Condition' +KEY_SECSIZE = 'Member.Designation' +KEY_MATERIAL = 'Material' +KEY_SEC_MATERIAL = 'Member.Material' +KEY_AXIAL = 'Load.Axial' +KEY_AXIAL_BP = 'Load.Axial_Compression' +KEY_AXIAL_TENSION_BP = 'Load.Axial_Tension' +KEY_SHEAR = 'Load.Shear' +KEY_MOMENT = 'Load.Moment' +KEY_SHEAR_MAJOR = 'Load.Shear.Major' +KEY_SHEAR_MINOR = 'Load.Shear.Minor' +KEY_MOMENT_MAJOR = 'Load.Moment.Major' +KEY_MOMENT_MINOR = 'Load.Moment.Minor' +KEY_DIA_ANCHOR_OCF = 'Anchor Bolt.OCF.Diameter' +KEY_GRD_ANCHOR_OCF = 'Anchor Bolt.OCF.Grade' +KEY_DIA_ANCHOR_ICF = 'Anchor Bolt.ICF.Diameter' +KEY_GRD_ANCHOR_ICF = 'Anchor Bolt.ICF.Grade' +KEY_TYP_ANCHOR = 'Anchor Bolt.Type' +KEY_GRD_FOOTING = 'Footing.Grade' +KEY_WELD_TYPE = 'Weld.Type' +KEY_BASE_PLATE_MATERIAL = 'Base_Plate.Material' +KEY_ST_KEY_MATERIAL = 'Stiffener_Key.Material' +KEY_DP_ANCHOR_BOLT_DESIGNATION_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Designation' +KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Designation' +KEY_DP_ANCHOR_BOLT_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Type' +KEY_DP_ANCHOR_BOLT_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Type' +KEY_DP_ANCHOR_BOLT_GALVANIZED_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Galvanized' +KEY_DP_ANCHOR_BOLT_GALVANIZED_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Galvanized' +KEY_DP_ANCHOR_BOLT_HOLE_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type' +KEY_DP_ANCHOR_BOLT_HOLE_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type' +KEY_DP_ANCHOR_BOLT_LENGTH_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Length' +KEY_DP_ANCHOR_BOLT_LENGTH_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Length' +KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite' +KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite' +KEY_DP_ANCHOR_BOLT_FRICTION = 'DesignPreferences.Anchor_Bolt.Friction_coefficient' +KEY_DP_WELD_FAB = 'Weld.Fab' +KEY_DP_WELD_MATERIAL_G_O = 'Weld.Material_Grade_OverWrite' +KEY_DP_WELD_TYPE = 'Weld.Type' +KEY_DP_DETAILING_EDGE_TYPE = 'Detailing.Edge_type' +KEY_DP_DETAILING_CORROSIVE_INFLUENCES = 'Detailing.Corrosive_Influences' +KEY_DP_DESIGN_METHOD = 'Design.Design_Method' +KEY_DP_DESIGN_BASE_PLATE = 'DesignPreferences.Design.Base_Plate' + + +def get_required_keys() -> List[str]: + """Return required input parameters matching desktop Base Plate input dock only.""" + return [ + "Module", + "Connectivity", + "End Condition", + "Member.Designation", + "Material", + "Load.Axial", + "Load.Axial_Tension", + "Load.Shear.Major", + "Load.Shear.Minor", + "Load.Moment.Major", + "Load.Moment.Minor", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for values; only keys present in desktop Base Plate input dock.""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + str_keys = ["Module", "Material", "Connectivity", "End Condition"] + for key in str_keys: + if not isinstance(input_values.get(key), str): + raise InvalidInputTypeError(key, "str") + + load_keys = [ + "Load.Axial", "Load.Axial_Tension", + "Load.Shear.Major", "Load.Shear.Minor", + "Load.Moment.Major", "Load.Moment.Minor", + ] + for key in load_keys: + val = input_values.get(key) + if val is not None and val != "": + if not isinstance(val, str) or not float_able(val): + raise InvalidInputTypeError(key, "str (number)") + + member_designation = input_values.get("Member.Designation") + if isinstance(member_designation, list): + if not validate_list_type(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "List[str]") + elif not isinstance(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "str or List[str]") + + +def create_module() -> BasePlateConnection: + """Create an instance of the BasePlateConnection module design class and set it up for use""" + module = BasePlateConnection() + module.set_osdaglogger(None, id="web") + return module + + +def _ensure_list(val, default=None): + if val is None: + return default if default is not None else [] + if isinstance(val, list): + return val + return [val] if val != "" and val != "All" else [] + + +def _normalize_anchor_diameter(dia): + """Ensure core format: 'M20', 'M24' etc. Accepts 20, '20', 'M20'.""" + if dia is None or dia == "": + return "M20" + s = str(dia).strip() + if s.upper().startswith("M"): + return s if s[1:].isdigit() else "M20" + if s.isdigit(): + return f"M{int(s)}" + return "M20" + + +def _normalize_anchor_diameter_list(lst, default=None): + """Return list of anchor diameter strings in core format (e.g. ['M20']).""" + if not lst: + return [default or "M20"] + out = [] + for x in lst: + out.append(_normalize_anchor_diameter(x)) + return out if out else [default or "M20"] + + +def _first_or_str(val): + """Return first element if list, else string value. For single section used by core.""" + if isinstance(val, list): + return val[0] if len(val) > 0 else "Select Section" + if val == "All" or val == "[]" or (isinstance(val, str) and val.startswith("[") and val.endswith("]")): + return "Select Section" + return str(val) if val is not None else "Select Section" + + +def create_from_input(input_values: Dict[str, Any]) -> BasePlateConnection: + """Create BasePlateConnection from web input and run set_input_values with full design_dict.""" + module = create_module() + + member_designation = input_values.get("Member.Designation", "") + if isinstance(member_designation, str): + if member_designation in ("[]", "All", ""): + member_designation = [] + elif member_designation.startswith("[") and member_designation.endswith("]"): + try: + member_designation = json.loads(member_designation) + except Exception: + member_designation = [member_designation] + else: + member_designation = [member_designation] + elif not isinstance(member_designation, list): + member_designation = [str(member_designation)] + + # Single section string for core (core expects one section per design run) + section_str = _first_or_str(member_designation) if member_designation else "Select Section" + + material = input_values.get("Material", "E 250 (Fe 410 W)A") + if isinstance(material, dict): + material = material.get("Grade", material.get("grade", str(material))) + member_material = input_values.get("Member.Material", material) + if isinstance(member_material, dict): + member_material = member_material.get("Grade", member_material.get("grade", str(member_material))) + + # Anchor: core expects list of strings like ['M20'], ['8.8'] (IS 5624 format) + anchor_dia_ocf = input_values.get("Anchor.Diameter", input_values.get("Anchor.Diameter.OCF", input_values.get("Bolt.Diameter", []))) + anchor_grd_ocf = input_values.get("Anchor.Grade", input_values.get("Anchor.Grade.OCF", input_values.get("Bolt.Grade", []))) + anchor_dia_icf = input_values.get("Anchor.Diameter.ICF", anchor_dia_ocf) + anchor_grd_icf = input_values.get("Anchor.Grade.ICF", anchor_grd_ocf) + anchor_dia_ocf = _normalize_anchor_diameter_list(anchor_dia_ocf, "M20") + anchor_grd_ocf = _ensure_list(anchor_grd_ocf, ["8.8"]) + anchor_dia_icf = _normalize_anchor_diameter_list(anchor_dia_icf, "M20") + anchor_grd_icf = _ensure_list(anchor_grd_icf, anchor_grd_ocf) + + connectivity = input_values.get("Connectivity", input_values.get("Connectivity *", "Welded Column Base")) + axial = input_values.get("Load.Axial", "100") + shear = input_values.get("Load.Shear", "50") + shear_major = input_values.get("Load.Shear.Major", shear) + shear_minor = input_values.get("Load.Shear.Minor", "0") + moment = input_values.get("Load.Moment", "20") + moment_major = input_values.get("Load.Moment.Major", moment) + moment_minor = input_values.get("Load.Moment.Minor", "0") + axial_tension = input_values.get("Load.Axial_Tension", "0") + if connectivity == "Welded Column Base": + moment_major = "Disabled" + moment_minor = "Disabled" + if connectivity != "Moment Base Plate" or axial_tension == "": + axial_tension = "Disabled" + + footing_grade = input_values.get("Footing.Grade", "M20") + if footing_grade == "" or footing_grade is None: + footing_grade = "M20" + weld_type = input_values.get("Weld.Type", "Fillet Weld") + anchor_type = input_values.get("Anchor Bolt.Type", input_values.get("Anchor.Type", "End Plate Type")) + + # Design preferences defaults (desktop get_values_for_design_pref / init) + bp_material = input_values.get("Base_Plate.Material", member_material) + st_key_material = input_values.get("Stiffener_Key.Material", member_material) + length_ocf = input_values.get("DesignPreferences.Anchor_Bolt.OCF.Length", "0") + length_icf = input_values.get("DesignPreferences.Anchor_Bolt.ICF.Length", "0") + designation_ocf = input_values.get("DesignPreferences.Anchor_Bolt.OCF.Designation", "") + designation_icf = input_values.get("DesignPreferences.Anchor_Bolt.ICF.Designation", "") + if not designation_ocf and anchor_dia_ocf: + designation_ocf = f"{anchor_dia_ocf[0]}X{length_ocf} IS5624 GALV" + if not designation_icf and anchor_dia_icf: + designation_icf = f"{anchor_dia_icf[0]}X{length_icf} IS5624 GALV" + + weld_fu_overwrite = float(input_values.get("Weld.Material_Grade_OverWrite", 0) or 0) + if weld_fu_overwrite <= 0: + from osdag_core.utils.common.material import Material + try: + weld_fu_overwrite = float(Material(member_material).fu) + except Exception: + weld_fu_overwrite = 410.0 + + # Parent MomentConnection.set_input_values() -> Load() requires numeric strings; use "0" when "Disabled" + shear_for_load = "0" if shear_major == "Disabled" else str(shear_major) + moment_for_load = "0" if moment_major == "Disabled" else str(moment_major) + design_dict = { + KEY_CONN: connectivity, + 'Connectivity': connectivity, # web Common.py KEY_CONN value + 'Connectivity *': connectivity, # desktop Common.py KEY_CONN value (Celery worker may resolve this) + KEY_END_CONDITION: "Pinned", + KEY_SECSIZE: section_str, + KEY_MATERIAL: material, + KEY_SEC_MATERIAL: member_material, + KEY_AXIAL: str(axial), + KEY_AXIAL_BP: str(axial), + KEY_AXIAL_TENSION_BP: str(axial_tension), + KEY_SHEAR: shear_for_load, + KEY_MOMENT: moment_for_load, + KEY_SHEAR_MAJOR: str(shear_major), + KEY_SHEAR_MINOR: str(shear_minor), + KEY_MOMENT_MAJOR: str(moment_major), + KEY_MOMENT_MINOR: str(moment_minor), + KEY_DIA_ANCHOR_OCF: anchor_dia_ocf, + KEY_GRD_ANCHOR_OCF: anchor_grd_ocf, + KEY_DIA_ANCHOR_ICF: anchor_dia_icf, + KEY_GRD_ANCHOR_ICF: anchor_grd_icf, + KEY_TYP_ANCHOR: anchor_type, + KEY_GRD_FOOTING: str(footing_grade), + KEY_WELD_TYPE: weld_type, + KEY_BASE_PLATE_MATERIAL: bp_material, + KEY_ST_KEY_MATERIAL: st_key_material, + KEY_DP_ANCHOR_BOLT_DESIGNATION_OCF: designation_ocf or f"{anchor_dia_ocf[0] if anchor_dia_ocf else 20}X{length_ocf} IS5624 GALV", + KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF: designation_icf or f"{anchor_dia_icf[0] if anchor_dia_icf else 20}X{length_icf} IS5624 GALV", + KEY_DP_ANCHOR_BOLT_TYPE_OCF: anchor_type, + KEY_DP_ANCHOR_BOLT_TYPE_ICF: anchor_type, + KEY_DP_ANCHOR_BOLT_GALVANIZED_OCF: input_values.get("DesignPreferences.Anchor_Bolt.OCF.Galvanized", "Yes"), + KEY_DP_ANCHOR_BOLT_GALVANIZED_ICF: input_values.get("DesignPreferences.Anchor_Bolt.ICF.Galvanized", "Yes"), + KEY_DP_ANCHOR_BOLT_HOLE_TYPE_OCF: input_values.get("DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type", "Over-sized"), + KEY_DP_ANCHOR_BOLT_HOLE_TYPE_ICF: input_values.get("DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type", "Over-sized"), + KEY_DP_ANCHOR_BOLT_LENGTH_OCF: str(length_ocf), + KEY_DP_ANCHOR_BOLT_LENGTH_ICF: str(length_icf), + KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_OCF: float(input_values.get("DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite", 0) or 0), + KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_ICF: float(input_values.get("DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite", 0) or 0), + KEY_DP_ANCHOR_BOLT_FRICTION: input_values.get("DesignPreferences.Anchor_Bolt.Friction_coefficient", "0.30"), + KEY_DP_WELD_FAB: input_values.get("Weld.Fab", "Shop Weld"), + KEY_DP_WELD_MATERIAL_G_O: weld_fu_overwrite, + KEY_DP_WELD_TYPE: weld_type, + KEY_DP_DETAILING_EDGE_TYPE: input_values.get("Detailing.Edge_type", "b - Machine flame cut"), + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: input_values.get("Detailing.Corrosive_Influences", "No"), + KEY_DP_DESIGN_METHOD: input_values.get("Design.Design_Method", "Limit State Design"), + KEY_DP_DESIGN_BASE_PLATE: input_values.get("DesignPreferences.Design.Base_Plate", "Effective Area Method"), + } + + try: + module.set_input_values(design_dict) + # Run the actual design (bp_parameters); desktop calls this via func_for_validation + validation_errors = module.func_for_validation(design_dict) + if validation_errors is not None and len(validation_errors) > 0: + raise ValueError(validation_errors[0] if validation_errors else "Validation failed") + except Exception as e: + traceback.print_exc() + raise + + return module + + +def _append_detail_list(output: dict, detail_list: list): + """Append TYPE_TEXTBOX entries from a detail method (e.g. stiffener_flange_details) into output.""" + if not detail_list: + return + for param in detail_list: + if len(param) >= 4: + key, label, param_type, value = param[0], param[1], param[2], param[3] + if key is None or param_type != "TextBox": + continue + if hasattr(value, "item"): + value = value.item() + output[key] = {"key": key, "label": label, "val": value} + + +def generate_output(input_values: Dict[str, Any]): + """Run design and return output dict + logs. Output keys match desktop output_values keys.""" + output = {} + module = create_from_input(input_values) + logs = [] + + try: + raw_output = module.output_values(True) + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + + for param in raw_output: + if len(param) >= 4: + key, label, param_type, value = param[0], param[1], param[2], param[3] + if key is None or param_type != "TextBox": + continue + if hasattr(value, "item"): + value = value.item() + output[key] = {"key": key, "label": label, "val": value} + + # Stiffener detail modals: merge flange, along web, across web details into output + if hasattr(module, "stiffener_flange_details"): + _append_detail_list(output, module.stiffener_flange_details(True)) + if hasattr(module, "stiffener_along_web_details"): + _append_detail_list(output, module.stiffener_along_web_details(True)) + if hasattr(module, "stiffener_across_web_details"): + _append_detail_list(output, module.stiffener_across_web_details(True)) + if hasattr(module, "stiffener_hollow_details"): + _append_detail_list(output, module.stiffener_hollow_details(True)) + + # Add column dimensions to output for dynamic sketch drawing + if hasattr(module, "column_properties") and module.column_properties: + output["Column.Depth"] = {"key": "Column.Depth", "label": "Column Depth", "val": module.column_properties.depth} + output["Column.Width"] = {"key": "Column.Width", "label": "Column Flange Width", "val": module.column_properties.flange_width} + output["Column.Tf"] = {"key": "Column.Tf", "label": "Column Flange Thickness", "val": module.column_properties.flange_thickness} + output["Column.Tw"] = {"key": "Column.Tw", "label": "Column Web/Hollow Thickness", "val": module.column_properties.web_thickness} + + member_designation = input_values.get("Member.Designation", "") + if isinstance(member_designation, list) and member_designation: + section_str = member_designation[0] + else: + section_str = str(member_designation) + output["Member.Designation"] = {"key": "Member.Designation", "label": "Section Designation", "val": section_str} + except Exception as e: + traceback.print_exc() + raise + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +BASE_PLATE_CAD_SECTIONS = ("Model", "Column", "Plate", "Welds", "Bolts", "Concrete", "Grout") + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate CAD model from input values as BREP/STL. Returns file path or empty string. + Desktop options: Model, Column, Base Plate (Plate), Welds, Bolts, Concrete, Grout. + """ + if section not in BASE_PLATE_CAD_SECTIONS: + raise InvalidInputTypeError( + "section", + "'Model', 'Column', 'Plate', 'Welds', 'Bolts', 'Concrete', 'Grout'", + ) + + try: + module = create_from_input(input_values) + except Exception as e: + traceback.print_exc() + print(f"[BasePlate CAD] create_from_input failed: {e}") + return "" + + try: + cdl = CommonDesignLogic( + None, None, "", KEY_DISP_BASE_PLATE, "Moment Connection", + ) + cdl.module_object = module + base_plate = cdl.createBasePlateCAD() + except Exception as e: + traceback.print_exc() + print(f"[BasePlate CAD] createBasePlateCAD failed: {e}") + return "" + + section_getters = { + "Model": lambda: base_plate.get_models(), + "Column": lambda: base_plate.get_column_model(), + "Plate": lambda: base_plate.get_plate_connector_models(), + "Welds": lambda: base_plate.get_welded_models(), + "Bolts": lambda: base_plate.get_nut_bolt_array_models(), + "Concrete": lambda: base_plate.get_concrete_models(), + "Grout": lambda: base_plate.get_grout_models(), + } + get_shape = section_getters.get(section) + if not get_shape: + return "" + + try: + model = get_shape() + except Exception as e: + traceback.print_exc() + print(f"[BasePlate CAD] getter for section '{section}' failed: {e}") + return "" + + if model is None: + print(f"[BasePlate CAD] No shape for section '{section}'; skipping write.") + return "" + + cad_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_dir, exist_ok=True) + section_safe = section.replace(" ", "_") + file_name = f"{session}_{section_safe}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + except Exception as e: + print(f"[BasePlate CAD] BREP write failed for {section}: {e}") + return "" + + try: + stl_path = os.path.join(os.getcwd(), file_path.replace(".brep", ".stl")) + write_stl(model, stl_path) + except Exception as stle: + print(f"[BasePlate CAD] Warning: STL write failed for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/base_plate/service.py b/backend/apps/modules/base_plate/service.py new file mode 100644 index 000000000..1f08a8e85 --- /dev/null +++ b/backend/apps/modules/base_plate/service.py @@ -0,0 +1,93 @@ +""" +Base Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class BasePlateService: + """Service class for Base Plate module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("BasePlateService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in BasePlateService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) diff --git a/backend/apps/modules/base_plate/urls.py b/backend/apps/modules/base_plate/urls.py new file mode 100644 index 000000000..4e4f53c4d --- /dev/null +++ b/backend/apps/modules/base_plate/urls.py @@ -0,0 +1,11 @@ +""" +Base Plate URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import BasePlateViewSet + +router = DefaultRouter() +router.register(r'', BasePlateViewSet, basename='base-plate') + +urlpatterns = router.urls diff --git a/backend/apps/modules/base_plate/views.py b/backend/apps/modules/base_plate/views.py new file mode 100644 index 000000000..8820b78df --- /dev/null +++ b/backend/apps/modules/base_plate/views.py @@ -0,0 +1,95 @@ +""" +Base Plate ViewSet - design, options, and CAD endpoints. +""" +import logging +from rest_framework import viewsets, status +from rest_framework.decorators import action +from rest_framework.permissions import AllowAny +from rest_framework.response import Response + +from apps.core.models import Material, CustomMaterials, Columns, Beams +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.errors import format_error_response, get_error_status_code +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections + +from .service import BasePlateService +from .adapter import create_from_input +from apps.sections.options_merge import merge_user_sections_into_options + +logger = logging.getLogger(__name__) + +# Desktop-matching option lists (Common.py VALUES_*) +CONNECTIVITY_LIST = ['Welded Column Base', 'Moment Base Plate', 'Hollow/Tubular Column Base'] +FOOTING_GRADE_LIST = ['Select Grade', 'M10', 'M15', 'M20', 'M25', 'M30', 'M35', 'M40', 'M45', 'M50', 'M55'] +ANCHOR_TYPE_LIST = ['End Plate Type', 'IS 5624-Type A', 'IS 5624-Type B'] +WELD_TYPE_LIST = ['Fillet Weld'] +# Anchor diameters: IS 5624 notation (must match osdag_core other_standards.table1 keys: M8..M72) +ANCHOR_DIAMETER_LIST = ['M8', 'M10', 'M12', 'M16', 'M20', 'M24', 'M30', 'M36', 'M42', 'M48', 'M56', 'M64', 'M72'] +# Match desktop IS1367_Part3_2002.get_bolt_PC() (Table 1 of IS 1367 Part-3:2002) +ANCHOR_GRADE_LIST = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + + +class BasePlateViewSet(viewsets.ViewSet): + permission_classes = [AllowAny] + + @action(detail=False, methods=['post'], url_path='design') + def design(self, request): + """ + POST /api/modules/base-plate/design/ + Asynchronously runs calculation task. + """ + return trigger_async_design('base-plate', 'base-plate', BasePlateService, request) + + @action(detail=False, methods=['get'], url_path='options') + def options(self, request): + """ + GET /api/modules/base-plate/options/ + Returns dropdown/options data for base plate (sectionDesignation, materialList, etc.). + """ + + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({'id': -1, 'Grade': 'Custom'}) + return mats + + # Beams and Columns: combine column and beam designations for section list (desktop VALUE_BEAM_COL) + def section_designation(): + cols = list(Columns.objects.values_list('Designation', flat=True).distinct()) + beams = list(Beams.objects.values_list('Designation', flat=True).distinct()) + combined = sorted(set(cols) | set(beams)) + return combined + + try: + data = { + 'sectionDesignation': section_designation(), + 'profileList': ['Columns', 'Beams'], + 'materialList': material_list(), + 'anchorDiameterList': ANCHOR_DIAMETER_LIST, + 'anchorGradeList': ANCHOR_GRADE_LIST, + 'footingGradeList': FOOTING_GRADE_LIST, + 'connectivityList': CONNECTIVITY_LIST, + 'weldTypeList': WELD_TYPE_LIST, + 'anchorTypeList': ANCHOR_TYPE_LIST, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + except Exception as exc: + logger.exception("Base plate options failed") + return Response({'error': str(exc)}, status=status.HTTP_500_INTERNAL_SERVER_ERROR) + + @action(detail=False, methods=['post'], url_path='cad') + def cad(self, request): + """ + POST /api/modules/base-plate/cad/ + Asynchronously runs CAD generation task. + """ + return trigger_async_cad('base-plate', 'base-plate', BasePlateService, request) diff --git a/backend/apps/modules/compression_member/__init__.py b/backend/apps/modules/compression_member/__init__.py new file mode 100644 index 000000000..5ce89b843 --- /dev/null +++ b/backend/apps/modules/compression_member/__init__.py @@ -0,0 +1,5 @@ +""" +Compression Member Module +""" +MODULE_ID = 'Compression-Member' +from .service import CompressionMemberService as Service diff --git a/backend/apps/modules/compression_member/adapter.py b/backend/apps/modules/compression_member/adapter.py new file mode 100644 index 000000000..b6ab05a83 --- /dev/null +++ b/backend/apps/modules/compression_member/adapter.py @@ -0,0 +1,188 @@ +""" +Compression Member Adapter +Implements the business logic directly (not re-exporting from osdag_api) +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from osdag_core.design_type.compression_member.compression_welded import Compression_welded +from osdag_core.custom_logger import CustomLogger +import sys +import os +from typing import Dict, Any, List +import traceback +import json + +def get_required_keys() -> List[str]: + """Return all required input parameters for the compression member module.""" + return [ + "Module", # KEY_MODULE + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Member.Length", # KEY_LENGTH + "Load.Axial", # KEY_AXIAL + "End_1", # KEY_END1 + "End_2", # KEY_END2 + "Design.Design_Method", # KEY_DP_DESIGN_METHOD + "Conn_Location", # KEY_LOCATION + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate string keys + str_keys = [ + "Module", + "Member.Profile", + "Material", + "Member.Material", + "Design.Design_Method", + "Conn_Location", + "End_1", + "End_2", + ] + for key in str_keys: + if not isinstance(input_values.get(key), str): + raise InvalidInputTypeError(key, "str") + + # Validate numeric keys + if not isinstance(input_values.get("Member.Length"), str) or not int_able(input_values.get("Member.Length")): + raise InvalidInputTypeError("Member.Length", "str where str can be converted to int") + + if not isinstance(input_values.get("Load.Axial"), str) or not float_able(input_values.get("Load.Axial")): + raise InvalidInputTypeError("Load.Axial", "str where str can be converted to float") + + # Validate Member.Designation (can be list or string) + member_designation = input_values.get("Member.Designation") + if isinstance(member_designation, list): + if not validate_list_type(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "List[str]") + elif not isinstance(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "str or List[str]") + + +def create_module() -> Compression_welded: + """Create an instance of the Compression module design class and set it up for use""" + module = Compression_welded() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Compression_welded: + """Create an instance of the Compression module design class from input values.""" + module = None + try: + module = create_module() + except Exception as e: + print('Error in create_module:', e) + raise + + # Handle array conversion for Member.Designation + member_designation = input_values.get('Member.Designation', '') + if isinstance(member_designation, str): + if member_designation == '[]' or member_designation == 'All': + member_designation = [] + elif member_designation.startswith('[') and member_designation.endswith(']'): + try: + member_designation = json.loads(member_designation) + except: + member_designation = [member_designation] + elif not isinstance(member_designation, list): + member_designation = [str(member_designation)] + + # Map input_values to exact keys expected by Compression.set_input_values + design_dict = { + 'Module': input_values.get('Module', 'Struts in Trusses'), + 'Member.Profile': input_values.get('Member.Profile', 'Angles'), + 'Member.Designation': member_designation, + 'Material': input_values.get('Material', 'E 250 (Fe 410 W)A'), + 'Member.Material': input_values.get('Member.Material', 'E 250 (Fe 410 W)A'), + 'Member.Length': input_values.get('Member.Length', '3000'), + 'Load.Axial': input_values.get('Load.Axial', '100'), + 'End_1': input_values.get('End_1', 'Fixed'), + 'End_2': input_values.get('End_2', 'Fixed'), + 'Design.Design_Method': input_values.get('Design.Design_Method', 'Limit State Design'), + 'Conn_Location': input_values.get('Conn_Location', input_values.get('Location', 'Long Leg')), + # Design preference keys with defaults + 'Optimum.AllowUR': input_values.get('Optimum.AllowUR', '1.0'), + 'Effective.Area_Para': input_values.get('Effective.Area_Para', '1.0'), + ' In_Plane': input_values.get(' In_Plane', '1.0'), + ' Out_of_Plane': input_values.get(' Out_of_Plane', '1.0'), + 'Load.Type': input_values.get('Load.Type', 'Concentric Load'), + 'Bolt.Number': input_values.get('Bolt.Number', '1.0'), + 'Connector.Plate.Thickness_List': input_values.get('Connector.Plate.Thickness_List', '8'), + } + + try: + if module is None: + raise RuntimeError('Module instance was not created') + module.set_input_values(design_dict) + except Exception as e: + traceback.print_exc() + print('Error in set_input_values:', e) + raise + + return module + + +def generate_output(input_values: Dict[str, Any]): + """ + Generate, format and return the output values from the given input values. + """ + output = {} + module = create_from_input(input_values) + logs = [] + + try: + # Generate output values + raw_output_text = module.output_values(True) + + # Get logs from the custom logger + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + + raw_output = raw_output_text + + # Process each parameter + for i, param in enumerate(raw_output): + if len(param) >= 4: + key = param[0] + label = param[1] + param_type = param[2] + value = param[3] + + # Check if it's a TextBox type and has a valid key + if param_type == "TextBox" and key is not None: + # Handle numpy types + if hasattr(value, 'item'): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + except Exception as e: + print(f'Error in generate_output: {e}') + traceback.print_exc() + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + # For now, returning empty string as CAD generation might need specific implementation + return "" diff --git a/backend/apps/modules/compression_member/registry.py b/backend/apps/modules/compression_member/registry.py new file mode 100644 index 000000000..3028b9dd1 --- /dev/null +++ b/backend/apps/modules/compression_member/registry.py @@ -0,0 +1,20 @@ +""" +Compression Member Registry - Auto-discovers sub-modules +Inherits from BaseModuleRegistry (DRY principle) +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class CompressionMemberRegistry(BaseModuleRegistry): + """Registry for compression member sub-modules""" + # Each registry needs its own dictionaries (class-level inheritance quirk) + _registry = {} + _module_id_map = {} + + +# Auto-discover sub-modules +_package_name = 'apps.modules.compression_member.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +CompressionMemberRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/compression_member/service.py b/backend/apps/modules/compression_member/service.py new file mode 100644 index 000000000..03d3a5783 --- /dev/null +++ b/backend/apps/modules/compression_member/service.py @@ -0,0 +1,93 @@ +""" +Compression Member Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class CompressionMemberService: + """Service class for Compression Member module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("CompressionMemberService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in CompressionMemberService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) diff --git a/backend/apps/modules/compression_member/submodules/__init__.py b/backend/apps/modules/compression_member/submodules/__init__.py new file mode 100644 index 000000000..c1084ccc2 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/__init__.py @@ -0,0 +1 @@ +# Submodules for Compression Member diff --git a/backend/apps/modules/compression_member/submodules/axially_loaded_column/__init__.py b/backend/apps/modules/compression_member/submodules/axially_loaded_column/__init__.py new file mode 100644 index 000000000..52db73eb4 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/axially_loaded_column/__init__.py @@ -0,0 +1,12 @@ +""" +Axially Loaded Column - Compression Member Submodule + +MODULE_ID follows the legacy identifier used throughout Osdag for this design type. +Service provides the high-level API used by the compression_member viewset. +""" + +from .service import AxiallyLoadedColumnService + +MODULE_ID = "Axially-Loaded-Column" +Service = AxiallyLoadedColumnService + diff --git a/backend/apps/modules/compression_member/submodules/axially_loaded_column/adapter.py b/backend/apps/modules/compression_member/submodules/axially_loaded_column/adapter.py new file mode 100644 index 000000000..f9e67a411 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/axially_loaded_column/adapter.py @@ -0,0 +1,388 @@ +""" +Axially Loaded Column - Design Adapter + +Implements the business logic bridge between the generic module API and +the core osdag_web ColumnDesign implementation for axially loaded columns. + +This adapter: + - Validates inputs for type and presence (consistent with fin_plate / struts_bolted patterns). + - Maps flat input dicts into the exact keys expected by ColumnDesign.set_input_values(). + - Runs the design and flattens ColumnDesign.output_values() into + { key: { key, label, val } } for the web frontend. + - Generates CAD models using CommonDesignLogic. + +Key mappings (frontend key ā†’ core key from Common.py): + "Actual.Length_zz" ā†’ KEY_UNSUPPORTED_LEN_ZZ = 'Unsupported.Length_zz' + "Actual.Length_yy" ā†’ KEY_UNSUPPORTED_LEN_YY = 'Unsupported.Length_yy' + "Material" ā†’ KEY_MATERIAL = 'Material' (also copied to KEY_SEC_MATERIAL = 'Member.Material') + "Member.Designation"ā†’ KEY_SECSIZE = 'Member.Designation' (must be a non-empty list of str) + "Load.Axial" ā†’ KEY_AXIAL = 'Load.Axial' +""" + +from typing import Dict, Any, List, Tuple +import os +import json +import traceback + +from apps.core.utils import ( + MissingKeyError, + InvalidInputTypeError, + contains_keys, + float_able, + int_able, + validate_list_type, + custom_list_validation, +) +from osdag_core.design_type.compression_member.compression_column import ColumnDesign +from osdag_core.custom_logger import CustomLogger + +try: + from OCC.Core import BRepTools + from OCC.Core.Message import Message_ProgressRange + from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs + from OCC.Core.IGESControl import IGESControl_Writer + from apps.core.utils import write_stl + _OCC_AVAILABLE = True +except ImportError: # pragma: no cover - OCC may not be present in all environments + _OCC_AVAILABLE = False + +try: + from osdag_core.cad.common_logic import CommonDesignLogic + _CDL_AVAILABLE = True +except ImportError: + _CDL_AVAILABLE = False + +# Module display name ā€” must match CommonDesignLogic expectations +KEY_DISP_COMPRESSION_COLUMN = "Columns with known support conditions" + + +def get_required_keys() -> List[str]: + """ + Return all required input parameters for the module. + + Keys are what the frontend sends (buildSubmissionParams in axiallyLoadedColumnConfig.js). + The adapter maps these to the exact keys ColumnDesign.set_input_values() reads. + """ + return [ + "Module", + "Member.Profile", + "Member.Designation", + "Material", + "Actual.Length_zz", + "Actual.Length_yy", + "End_1", + "End_2", + "End_1_Y", + "End_2_Y", + "Load.Axial", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """ + Validate that all required keys are present and of the correct type. + + Pattern mirrors fin_plate and struts_bolted adapters: + - String fields: isinstance(x, str) + - Numeric fields (as strings): isinstance(x, str) and float_able/int_able(x) + - List fields: isinstance(x, list) and all items are str + """ + required = get_required_keys() + missing = contains_keys(input_values, required) + if missing is not None: + raise MissingKeyError(missing[0]) + + # --- String fields --- + str_keys = [ + "Module", + "Member.Profile", + "Material", + "End_1", + "End_2", + "End_1_Y", + "End_2_Y", + ] + for key in str_keys: + if not isinstance(input_values.get(key), str): + raise InvalidInputTypeError(key, "str") + + # --- Member.Designation: must be a non-empty list of strings --- + md = input_values.get("Member.Designation") + if not isinstance(md, list): + raise InvalidInputTypeError("Member.Designation", "List[str]") + if not validate_list_type(md, str): + raise InvalidInputTypeError("Member.Designation", "List[str] where each item is a string") + cleaned = [s.strip() for s in md if s.strip()] + if not cleaned: + raise InvalidInputTypeError( + "Member.Designation", + "non-empty List[str] ā€” at least one section must be selected", + ) + + # --- Numeric fields (frontend sends strings or numbers) --- + for key in ["Actual.Length_zz", "Actual.Length_yy"]: + val = input_values.get(key) + if not (isinstance(val, str) and float_able(val)) and not isinstance(val, (int, float)): + raise InvalidInputTypeError( + key, "str convertible to float, or a numeric value" + ) + + val_axial = input_values.get("Load.Axial") + if not (isinstance(val_axial, str) and float_able(str(val_axial))) and not isinstance(val_axial, (int, float)): + raise InvalidInputTypeError( + "Load.Axial", "str convertible to float, or a numeric value" + ) + + # --- Member.Profile must be non-empty --- + if not input_values.get("Member.Profile"): + raise InvalidInputTypeError("Member.Profile", "non-empty str") + + +def create_module() -> ColumnDesign: + """ + Create and initialize a ColumnDesign instance for web usage. + """ + module = ColumnDesign() + try: + module.set_osdaglogger(None, id="web") + except Exception: + traceback.print_exc() + return module + + +def _to_float(val: Any) -> float: + """Safely convert a value to float.""" + try: + return float(val) + except (TypeError, ValueError): + return 0.0 + + +def create_from_input(input_values: Dict[str, Any]) -> ColumnDesign: + """ + Create a ColumnDesign instance and populate it from flat frontend input values. + + This is the single place where frontend key names are translated into the + exact keys that ColumnDesign.set_input_values() reads from Common.py constants. + """ + # Validate first + validate_input(input_values) + + # Normalize Member.Designation to a clean list of stripped strings + md_raw = input_values.get("Member.Designation", []) + if isinstance(md_raw, str): + # Should not normally happen given validate_input above, but guard it + try: + md_raw = json.loads(md_raw) + except Exception: + md_raw = [md_raw] + member_designation = [str(x).strip() for x in md_raw if str(x).strip()] + + # Build design dictionary with the exact key names ColumnDesign.set_input_values() reads: + # KEY_MODULE = 'Module' + # KEY_SEC_PROFILE = 'Member.Profile' + # KEY_SECSIZE = 'Member.Designation' ā† must be a list + # KEY_SEC_MATERIAL = 'Member.Material' ā† used at set_input_values line 679 + # KEY_MATERIAL = 'Material' + # KEY_UNSUPPORTED_LEN_ZZ = 'Unsupported.Length_zz' ā† NOT 'Actual.Length_zz' + # KEY_UNSUPPORTED_LEN_YY = 'Unsupported.Length_yy' ā† NOT 'Actual.Length_yy' + # KEY_END1 = 'End_1' + # KEY_END2 = 'End_2' + # KEY_END1_Y = 'End_1_Y' + # KEY_END2_Y = 'End_2_Y' + # KEY_AXIAL = 'Load.Axial' + # KEY_ALLOW_UR = 'Optimum.AllowUR' + # KEY_EFFECTIVE_AREA_PARA = 'Effective.Area_Para' + # KEY_DP_DESIGN_METHOD = 'Design.Design_Method' + material = str(input_values.get("Material", "E 250 (Fe 410 W)A")) + + design_dict: Dict[str, Any] = { + "Module": str(input_values.get("Module", "Axially-Loaded-Column")), + "Member.Profile": str(input_values.get("Member.Profile", "Beams and Columns")), + "Member.Designation": member_designation, + "Material": material, + "Member.Material": material, # KEY_SEC_MATERIAL + "Unsupported.Length_zz": _to_float(input_values.get("Actual.Length_zz", 3000)), + "Unsupported.Length_yy": _to_float(input_values.get("Actual.Length_yy", 3000)), + "End_1": str(input_values.get("End_1", "Fixed")), + "End_2": str(input_values.get("End_2", "Fixed")), + "End_1_Y": str(input_values.get("End_1_Y", "Fixed")), + "End_2_Y": str(input_values.get("End_2_Y", "Fixed")), + "Load.Axial": str(_to_float(input_values.get("Load.Axial", 100))), + # Design preference keys with sensible defaults (core reads in try/except) + "Optimum.AllowUR": str(input_values.get("Optimum.AllowUR", "1.0")), + "Effective.Area_Para": str(input_values.get("Effective.Area_Para", "1.0")), + "Optimum.Para": str(input_values.get("Optimum.Para", "Utilization Ratio")), + "Steel.Cost": str(input_values.get("Steel.Cost", "50")), + "Design.Design_Method": str(input_values.get("Design.Design_Method", "Limit State Design")), + } + + module = create_module() + module.set_input_values(design_dict) + # Restore the display name for reports (set_input_values overrides self.module with the raw KEY_MODULE value) + module.module = "Columns with known support conditions" + return module + + +def generate_output( + input_values: Dict[str, Any] +) -> Tuple[Dict[str, Any], List[str]]: + """ + Run the ColumnDesign calculation and flatten its outputs. + + Returns: + output: dict of { key: { key, label, val } } + logs: list of log strings + """ + output: Dict[str, Any] = {} + logs: List[str] = [] + + # Step 1: Create and run design ā€” let exceptions propagate so the service + # layer can catch them and return success=False correctly. + module = create_from_input(input_values) + + # Step 2: Get logs from CustomLogger + try: + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = ["Axially Loaded Column computation completed."] + except Exception: + logs = ["Axially Loaded Column computation completed."] + + # Step 3: Flatten output. + # Always pass True so output_values() returns actual computed values + # (False returns empty strings for every field). + # Unrecognised sections are now skipped inside section_classification(), + # so design_status=False only means no valid section was found. + design_status = getattr(module, "design_status", False) + if not design_status: + logs = logs + ["Design failed or no valid section found. Check inputs."] + try: + logs = list(reversed(logs)) + except Exception: + pass + return {}, logs + + raw_output = module.output_values(True) + + for param in raw_output: + if not isinstance(param, (list, tuple)) or len(param) < 4: + continue + key = param[0] + label = param[1] + ptype = param[2] + val = param[3] + if key is None or ptype != "TextBox": + continue + # Unwrap numpy scalars if present + if hasattr(val, "item"): + try: + val = val.item() + except Exception: + pass + output[key] = {"key": key, "label": label, "val": val} + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model( + input_values: Dict[str, Any], section: str, session: str, export_formats=None +) -> str: + """ + Generate a CAD model for the given section and return the file path. + + Args: + input_values: Design input parameters (same dict used for design). + section: Section name ā€” currently only 'Model' is meaningful for this module. + session: Session identifier used to build file names. + """ + if section not in ("Model", "Column"): + raise InvalidInputTypeError("section", "'Model' or 'Column'") + + if not _OCC_AVAILABLE or not _CDL_AVAILABLE: + # OCC not installed ā€” write placeholder + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_models_path, exist_ok=True) + placeholder = os.path.join(cad_models_path, f"{session}_{section}.brep") + with open(placeholder, "w", encoding="utf-8") as f: + f.write("OCC not available ā€” placeholder CAD file.") + return f"file_storage/cad_models/{session}_{section}.brep" + + try: + module = create_from_input(input_values) + except Exception as e: + traceback.print_exc() + raise InvalidInputTypeError( + "input_values", f"Invalid design inputs for CAD generation: {e}" + ) + + # Ensure output directory + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_{section}.brep" + file_path = f"file_storage/cad_models/{file_name}" + + try: + cld = CommonDesignLogic(None, None, "", KEY_DISP_COMPRESSION_COLUMN, module.mainmodule) + except Exception as e: + traceback.print_exc() + raise + + # Setup CAD + try: + cld.module = getattr(module, "module", KEY_DISP_COMPRESSION_COLUMN) + cld.mainmodule = getattr(module, "mainmodule", None) + cld.module_object = module + cld.call_3DModel(True, module) + except Exception as e: + traceback.print_exc() + raise RuntimeError(f"[AxiallyLoadedColumn CAD] call_3DModel failed: {e}") from e + + cld.component = section + try: + model = cld.create2Dcad() + except Exception as e: + traceback.print_exc() + raise RuntimeError(f"[AxiallyLoadedColumn CAD] create2Dcad failed: {e}") from e + + if model is None: + raise RuntimeError( + f"[AxiallyLoadedColumn CAD] create2Dcad() returned None for section '{section}'. " + "The 3D model could not be built ā€” check call_3DModel logs above." + ) + + # Write BREP + try: + BRepTools.breptools.Write(model, os.path.join(os.getcwd(), file_path), Message_ProgressRange()) + except Exception as e: + print(f"[AxiallyLoadedColumn CAD] BREP write failed: {e}") + traceback.print_exc() + + # Write STL + try: + stl_path = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), stl_path)) + except Exception as e: + print(f"[AxiallyLoadedColumn CAD] STL write failed: {e}") + + # Optional STEP/IGES + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_path = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_path)) + if "iges" in export_formats_lc: + iges_path = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_path)) + except Exception as e: + print(f"[AxiallyLoadedColumn CAD] Optional export failed: {e}") + + return file_path diff --git a/backend/apps/modules/compression_member/submodules/axially_loaded_column/service.py b/backend/apps/modules/compression_member/submodules/axially_loaded_column/service.py new file mode 100644 index 000000000..e72ed2900 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/axially_loaded_column/service.py @@ -0,0 +1,99 @@ +""" +Axially Loaded Column - Service Layer +Bridges between the REST API and osdag_core ColumnDesign via the local adapter. +""" + +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class AxiallyLoadedColumnService: + """Service class for Axially-Loaded-Column module.""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters. + request: Optional Django request object (unused for now). + project_id: Optional project ID (unused for now; handled at higher layer). + user_email: Optional user email (unused for now; handled at higher layer). + + Returns: + dict with: + - data: flattened output dict { key: {key,label,val} } + - logs: list of log strings + - success: bool + - error: optional error message on failure + """ + print("=" * 60) + print("AxiallyLoadedColumnService.calculate() called") + print("=" * 60) + print(f"Inputs received keys (first 10): {list(inputs.keys())[:10]}") + + try: + # 1) Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # 2) Generate output (creates ColumnDesign instance and runs calculation) + print("\n[2/3] Generating output from ColumnDesign...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} parameters") + print(f"Logs count: {len(logs) if logs else 0}") + + # 3) Prepare response + print("\n[3/3] Preparing response payload...") + result = { + "data": output, + "logs": logs or [], + "success": True, + } + print("AxiallyLoadedColumnService.calculate() completed successfully") + print("=" * 60) + return result + + except Exception as e: + print("\n" + "=" * 60) + print(" ERROR in AxiallyLoadedColumnService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Derive a clean error message + error_msg = str(e) + if hasattr(e, "error") and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, "args") and e.args: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + "data": {}, + "logs": [], + "success": False, + "error": error_msg, + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters. + section: Section name ('Model', 'Column', etc.). + session: Session identifier for file naming. + + Returns: + File path to the generated CAD model (relative to project root). + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/compression_member/submodules/struts_bolted/__init__.py b/backend/apps/modules/compression_member/submodules/struts_bolted/__init__.py new file mode 100644 index 000000000..3b6029791 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_bolted/__init__.py @@ -0,0 +1,8 @@ +""" +Struts Bolted to End Gusset - Submodule Init +""" +from .service import StrutsBoltedService + +# Required exports for BaseModuleRegistry auto_discover +MODULE_ID = 'Struts-Bolted-Design' +Service = StrutsBoltedService diff --git a/backend/apps/modules/compression_member/submodules/struts_bolted/adapter.py b/backend/apps/modules/compression_member/submodules/struts_bolted/adapter.py new file mode 100644 index 000000000..bb86a40ab --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_bolted/adapter.py @@ -0,0 +1,386 @@ +""" +Struts Bolted to End Gusset - Design Adapter +Implements the business logic for compression member bolted design +""" +# Module identifier for CommonDesignLogic (used for CAD generation) +KEY_DISP_STRUT_BOLTED_END_GUSSET = "Struts Bolted to End Gusset" + +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.compression_member.compression_bolted import Compression_bolted +import sys +import os +import typing +from typing import Dict, Any, List +import json +import traceback + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Connector.Plate.Thickness_List", # KEY_PLATETHK + "Bolt.Diameter", # KEY_D + "Bolt.Grade", # KEY_GRD + "Bolt.Type", # KEY_TYP + "Bolt.Bolt_Hole_Type", # KEY_DP_BOLT_HOLE_TYPE + "Bolt.Slip_Factor", # KEY_DP_BOLT_SLIP_FACTOR + "Connector.Material", # KEY_CONNECTOR_MATERIAL + "Design.Design_Method", # KEY_DP_DESIGN_METHOD + "Detailing.Corrosive_Influences", # KEY_DP_DETAILING_CORROSIVE_INFLUENCES + "Detailing.Edge_type", # KEY_DP_DETAILING_EDGE_TYPE + "Detailing.Gap", # KEY_DP_DETAILING_GAP + "Load.Axial", # KEY_AXIAL + "Member.Length", # KEY_LENGTH + "Conn_Location", # KEY_LOCATION + "Member.End_1", # KEY_END1 + "Member.End_2", # KEY_END2 + "Module" # KEY_MODULE + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate Bolt.Bolt_Hole_Type + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): + raise InvalidInputTypeError("Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): + raise InvalidInputTypeError("Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) + or not float_able(bolt_slipfactor)): + raise InvalidInputTypeError("Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.Type + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") + + # Validate Connector.Material + if not isinstance(input_values["Connector.Material"], str): + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + if not isinstance(input_values["Design.Design_Method"], str): + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + raise InvalidInputTypeError("Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + if not isinstance(input_values["Detailing.Edge_type"], str): + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) + or not int_able(detailing_gap)): + raise InvalidInputTypeError("Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) + or not int_able(load_axial)): + raise InvalidInputTypeError("Load.Axial", "str where str can be converted to int") + + # Validate Material + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") + + # Validate Member.Profile + if not isinstance(input_values["Member.Profile"], str): + raise InvalidInputTypeError("Member.Profile", "str") + + # Validate Member.Designation ā€” osdag_core expects KEY_SECSIZE as a list of section designations + member_designation = input_values.get("Member.Designation") + if isinstance(member_designation, list): + if not validate_list_type(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "non-empty List[str]") + stripped = [str(x).strip() for x in member_designation if str(x).strip() != ""] + if not stripped: + raise InvalidInputTypeError("Member.Designation", "non-empty List[str]") + elif isinstance(member_designation, str): + s = member_designation.strip() + if not s or s.lower() == "all": + raise InvalidInputTypeError( + "Member.Designation", + "non-empty str (single section) or non-empty List[str]", + ) + else: + raise InvalidInputTypeError("Member.Designation", "str or List[str]") + + # Validate Member.Length + if not isinstance(input_values["Member.Length"], str): + raise InvalidInputTypeError("Member.Length", "str") + + # Validate Conn_Location + if not isinstance(input_values["Conn_Location"], str): + raise InvalidInputTypeError("Conn_Location", "str") + + # Validate End Conditions + if not isinstance(input_values["Member.End_1"], str): + raise InvalidInputTypeError("Member.End_1", "str") + if not isinstance(input_values["Member.End_2"], str): + raise InvalidInputTypeError("Member.End_2", "str") + + # Validate Module + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): + raise InvalidInputTypeError("Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> Compression_bolted: + """Create an instance of the Compression_bolted module design class and set it up for use""" + module = Compression_bolted() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Compression_bolted: + """Create an instance of the Compression_bolted module design class from input values.""" + module = create_module() + # Plate.Thickness expects a list, take the first value if present, else "" + if isinstance(input_values.get("Connector.Plate.Thickness_List", None), list) and input_values["Connector.Plate.Thickness_List"]: + input_values["Plate.Thickness"] = input_values["Connector.Plate.Thickness_List"][0] + else: + input_values["Plate.Thickness"] = "" + + # Core assigns self.sizelist = design_dictionary[KEY_SECSIZE]; must be a list of designation strings + md = input_values.get("Member.Designation") + if isinstance(md, str): + input_values["Member.Designation"] = [md.strip()] + elif isinstance(md, list): + input_values["Member.Designation"] = [ + str(x).strip() for x in md if x is not None and str(x).strip() != "" + ] + + # End conditions use core keys End_1/End_2 (frontend sends Member.End_1/2). + input_values["End_1"] = input_values.get("Member.End_1", "Fixed") + input_values["End_2"] = input_values.get("Member.End_2", "Fixed") + + module.set_input_values(input_values) + # Restore the display name for reports (set_input_values overrides self.module with the raw KEY_MODULE value) + module.module = KEY_DISP_STRUT_BOLTED_END_GUSSET + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return the output values from the given input values.""" + output = {} + module = create_from_input(input_values) + design_status = getattr(module, "design_status", False) + raw_output_text = module.output_values(design_status) + raw_output_spacing = module.spacing(design_status) + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + raw_output = raw_output_spacing + raw_output_text + for param in raw_output: + if param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + output[key] = { + "key": key, + "label": label, + "val": value + } + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def setup_for_cad(cld, module): + """Setup CommonDesignLogic for CAD model generation.""" + cld.module = module.module + cld.mainmodule = module.mainmodule + cld.module_object = module + cld.call_3DModel(True, module) + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Member", "Plate", "Connector"): + raise InvalidInputTypeError("section", "'Model', 'Member', 'Plate', or 'Connector'") + + module = create_from_input(input_values) + + # Object that will create the CAD model. + try: + cld = CommonDesignLogic(None, None, '', KEY_DISP_STRUT_BOLTED_END_GUSSET, module.mainmodule) + except Exception as e: + print('error in cld e : ', e) + raise + + try: + # Setup the calculations object for generating CAD model. + setup_for_cad(cld, module) + except Exception as e: + traceback.print_exc() + print('Error in setting up cad e : ', e) + raise + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Member", "Plate", "Connector"] + part_files = {} + compound_model = None + + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + # Reset component to Model and set compound as the model to write + cld.component = section + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e: + print("Error in cld.create2Dcad() e : ", e) + raise + + # check if the cad_models folder exists or not + if(not os.path.exists(os.path.join(os.getcwd(), "file_storage/cad_models/"))): + print("path does not exists cad_models , creating one") + os.makedirs(os.path.join(os.getcwd(), "file_storage/cad_models/"), exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + # If it's "Model" section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e: + print('Writing to BREP file failed e : ', e) + raise + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/compression_member/submodules/struts_bolted/service.py b/backend/apps/modules/compression_member/submodules/struts_bolted/service.py new file mode 100644 index 000000000..e05f4f018 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_bolted/service.py @@ -0,0 +1,93 @@ +""" +Struts Bolted to End Gusset - Service Layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class StrutsBoltedService: + """Service class for Struts-Bolted-Design module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("StrutsBoltedService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print(" ERROR in StrutsBoltedService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Member', 'Plate', 'Endplate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) diff --git a/backend/apps/modules/compression_member/submodules/struts_welded/__init__.py b/backend/apps/modules/compression_member/submodules/struts_welded/__init__.py new file mode 100644 index 000000000..000127440 --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_welded/__init__.py @@ -0,0 +1,7 @@ +""" +Struts Welded to End Gusset - Submodule Init +""" +from .service import StrutsWeldedService + +MODULE_ID = 'Struts-Welded-Design' +Service = StrutsWeldedService diff --git a/backend/apps/modules/compression_member/submodules/struts_welded/adapter.py b/backend/apps/modules/compression_member/submodules/struts_welded/adapter.py new file mode 100644 index 000000000..7295e19da --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_welded/adapter.py @@ -0,0 +1,361 @@ +""" +Struts Welded to End Gusset - Design Adapter +Implements the business logic for compression member welded design +""" +# Module identifier for CommonDesignLogic (used for CAD generation) +KEY_DISP_STRUT_WELDED_END_GUSSET = "Struts Welded to End Gusset" + +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.compression_member.compression_welded import Compression_welded +import sys +import os +import typing +from typing import Dict, Any, List +import json +import traceback + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Connector.Plate.Thickness_List", # KEY_PLATETHK + "Connector.Material", # KEY_CONNECTOR_MATERIAL + "Design.Design_Method", # KEY_DP_DESIGN_METHOD + "Load.Axial", # KEY_AXIAL + "Member.Length", # KEY_LENGTH + "Conn_Location", # KEY_LOCATION + "Member.End_1", # KEY_END1 + "Member.End_2", # KEY_END2 + "Module" # KEY_MODULE + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate Connector.Material + if not isinstance(input_values["Connector.Material"], str): + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + if not isinstance(input_values["Design.Design_Method"], str): + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) + or not int_able(load_axial)): + raise InvalidInputTypeError("Load.Axial", "str where str can be converted to int") + + # Validate Material + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") + + # Validate Member.Profile + if not isinstance(input_values["Member.Profile"], str): + raise InvalidInputTypeError("Member.Profile", "str") + + # Validate Member.Designation + member_designation = input_values.get("Member.Designation") + if isinstance(member_designation, list): + if not validate_list_type(member_designation, str): + raise InvalidInputTypeError("Member.Designation", "non-empty List[str]") + stripped = [str(x).strip() for x in member_designation if str(x).strip() != ""] + if not stripped: + raise InvalidInputTypeError("Member.Designation", "non-empty List[str]") + elif isinstance(member_designation, str): + s = member_designation.strip() + if not s or s.lower() == "all": + raise InvalidInputTypeError( + "Member.Designation", + "non-empty str (single section) or non-empty List[str]", + ) + else: + raise InvalidInputTypeError("Member.Designation", "str or List[str]") + + # Validate Member.Length + if not isinstance(input_values["Member.Length"], str): + raise InvalidInputTypeError("Member.Length", "str") + + # Validate Conn_Location + if not isinstance(input_values["Conn_Location"], str): + raise InvalidInputTypeError("Conn_Location", "str") + + # Validate End Conditions + if not isinstance(input_values["Member.End_1"], str): + raise InvalidInputTypeError("Member.End_1", "str") + if not isinstance(input_values["Member.End_2"], str): + raise InvalidInputTypeError("Member.End_2", "str") + + # Validate Module + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): + raise InvalidInputTypeError("Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> Compression_welded: + """Create an instance of the Compression_welded module design class and set it up for use""" + module = Compression_welded() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Compression_welded: + """Create an instance of the Compression_welded module design class from input values.""" + module = create_module() + + # Map 'Connector.Plate.Thickness_List' list to a single float-able thickness for set_input_values + if isinstance(input_values.get("Connector.Plate.Thickness_List", None), list) and input_values["Connector.Plate.Thickness_List"]: + input_values["Connector.Plate.Thickness_List"] = input_values["Connector.Plate.Thickness_List"][0] + elif isinstance(input_values.get("Connector.Plate.Thickness_List", None), str): + pass + else: + input_values["Connector.Plate.Thickness_List"] = "8.0" + + # Core assigns self.sizelist = design_dictionary[KEY_SECSIZE]; must be a list of designation strings + md = input_values.get("Member.Designation") + if isinstance(md, str): + input_values["Member.Designation"] = [md.strip()] + elif isinstance(md, list): + input_values["Member.Designation"] = [ + str(x).strip() for x in md if x is not None and str(x).strip() != "" + ] + + # Map frontend/required keys to core expected keys (End_1 and End_2 are required by brackets) + input_values["End_1"] = input_values.get("Member.End_1", "Fixed") + input_values["End_2"] = input_values.get("Member.End_2", "Fixed") + + # Set default values for design preferences if they are not already set + if "Optimum.AllowUR" not in input_values: + input_values["Optimum.AllowUR"] = "1.0" + if "Effective.Area_Para" not in input_values: + input_values["Effective.Area_Para"] = "1.0" + if " Out_of_Plane" not in input_values: + input_values[" Out_of_Plane"] = "1.0" + if " In_Plane" not in input_values: + input_values[" In_Plane"] = "1.0" + if "Load.Type" not in input_values: + input_values["Load.Type"] = "Concentric Load" + if "Bolt.Number" not in input_values: + input_values["Bolt.Number"] = "1.0" + if "Design.Design_Method" not in input_values: + input_values["Design.Design_Method"] = "Limit State Design" + + # Weld fabrication/grade defaults + if "Weld.Fab" not in input_values: + input_values["Weld.Fab"] = "Shop Weld" + if "Weld.Material_Grade_OverWrite" not in input_values: + input_values["Weld.Material_Grade_OverWrite"] = "" + + module.set_input_values(input_values) + # Restore the display name for reports (set_input_values overrides self.module with the raw KEY_MODULE value) + module.module = KEY_DISP_STRUT_WELDED_END_GUSSET + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return the output values from the given input values.""" + output = {} + module = create_from_input(input_values) + design_status = getattr(module, "design_status", False) + raw_output_text = module.output_values(design_status) + raw_output_spacing = module.spacing(design_status) + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + raw_output = raw_output_spacing + raw_output_text + for param in raw_output: + if param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + output[key] = { + "key": key, + "label": label, + "val": value + } + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def setup_for_cad(cld, module): + """Setup CommonDesignLogic for CAD model generation.""" + cld.module = module.module + cld.mainmodule = module.mainmodule + cld.module_object = module + cld.call_3DModel(True, module) + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Member", "Plate", "Connector"): + raise InvalidInputTypeError("section", "'Model', 'Member', 'Plate', or 'Connector'") + + module = create_from_input(input_values) + + # Object that will create the CAD model. + try: + cld = CommonDesignLogic(None, None, '', KEY_DISP_STRUT_WELDED_END_GUSSET, module.mainmodule) + except Exception as e: + print('error in cld e : ', e) + raise + + try: + # Setup the calculations object for generating CAD model. + setup_for_cad(cld, module) + except Exception as e: + traceback.print_exc() + print('Error in setting up cad e : ', e) + raise + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Member", "Plate", "Connector"] + part_files = {} + compound_model = None + + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + # Reset component to Model and set compound as the model to write + cld.component = section + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e: + print("Error in cld.create2Dcad() e : ", e) + raise + + # check if the cad_models folder exists or not + if(not os.path.exists(os.path.join(os.getcwd(), "file_storage/cad_models/"))): + print("path does not exists cad_models , creating one") + os.makedirs(os.path.join(os.getcwd(), "file_storage/cad_models/"), exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + # If it's "Model" section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e: + print('Writing to BREP file failed e : ', e) + raise + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/compression_member/submodules/struts_welded/service.py b/backend/apps/modules/compression_member/submodules/struts_welded/service.py new file mode 100644 index 000000000..838b1616a --- /dev/null +++ b/backend/apps/modules/compression_member/submodules/struts_welded/service.py @@ -0,0 +1,93 @@ +""" +Struts Welded to End Gusset - Service Layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class StrutsWeldedService: + """Service class for Struts-Welded-Design module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object + project_id: Optional project ID + user_email: Optional user email + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("StrutsWeldedService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output + print("\n[2/3] Generating output...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print(" ERROR in StrutsWeldedService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Member', 'Plate', 'Endplate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) diff --git a/backend/apps/modules/compression_member/tmp_cad/12f533fc-74e0-4780-814e-c8f55a18db19/Model.brep b/backend/apps/modules/compression_member/tmp_cad/12f533fc-74e0-4780-814e-c8f55a18db19/Model.brep new file mode 100644 index 000000000..c3a8c0012 --- /dev/null +++ b/backend/apps/modules/compression_member/tmp_cad/12f533fc-74e0-4780-814e-c8f55a18db19/Model.brep @@ -0,0 +1 @@ +No CAD model produced for this input (empty). \ No newline at end of file diff --git a/backend/apps/modules/compression_member/tmp_cad/401bd20f-ba43-46c2-8cec-14ce9ac13fb2/Model.brep b/backend/apps/modules/compression_member/tmp_cad/401bd20f-ba43-46c2-8cec-14ce9ac13fb2/Model.brep new file mode 100644 index 000000000..c3a8c0012 --- /dev/null +++ b/backend/apps/modules/compression_member/tmp_cad/401bd20f-ba43-46c2-8cec-14ce9ac13fb2/Model.brep @@ -0,0 +1 @@ +No CAD model produced for this input (empty). \ No newline at end of file diff --git a/backend/apps/modules/compression_member/tmp_cad/95847d5d-1140-4fef-a762-cfac12dc8f5a/Model.brep b/backend/apps/modules/compression_member/tmp_cad/95847d5d-1140-4fef-a762-cfac12dc8f5a/Model.brep new file mode 100644 index 000000000..c3a8c0012 --- /dev/null +++ b/backend/apps/modules/compression_member/tmp_cad/95847d5d-1140-4fef-a762-cfac12dc8f5a/Model.brep @@ -0,0 +1 @@ +No CAD model produced for this input (empty). \ No newline at end of file diff --git a/backend/apps/modules/compression_member/tmp_cad/eaff29b8-10f2-47e4-a388-c3d3bac36084/Model.brep b/backend/apps/modules/compression_member/tmp_cad/eaff29b8-10f2-47e4-a388-c3d3bac36084/Model.brep new file mode 100644 index 000000000..c3a8c0012 --- /dev/null +++ b/backend/apps/modules/compression_member/tmp_cad/eaff29b8-10f2-47e4-a388-c3d3bac36084/Model.brep @@ -0,0 +1 @@ +No CAD model produced for this input (empty). \ No newline at end of file diff --git a/backend/apps/modules/compression_member/urls.py b/backend/apps/modules/compression_member/urls.py new file mode 100644 index 000000000..dc54c5d11 --- /dev/null +++ b/backend/apps/modules/compression_member/urls.py @@ -0,0 +1,11 @@ +""" +Compression Member URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import CompressionMemberViewSet + +router = DefaultRouter() +router.register(r'', CompressionMemberViewSet, basename='compression-member') + +urlpatterns = router.urls diff --git a/backend/apps/modules/compression_member/views.py b/backend/apps/modules/compression_member/views.py new file mode 100644 index 000000000..9a0ad07e2 --- /dev/null +++ b/backend/apps/modules/compression_member/views.py @@ -0,0 +1,341 @@ +""" +Compression Member ViewSet - Routes to sub-module services +Uses URL slug (not POST body) to find the correct service +Handles guest mode and optional project_id saving +""" +from rest_framework import viewsets, status +from rest_framework.decorators import action +from rest_framework.response import Response +from rest_framework.permissions import AllowAny +from .registry import CompressionMemberRegistry +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from apps.core.api.design.report_customization_api import generate_initial_report_core +from apps.core.constants import get_report_module_id +from apps.core.models import Material, CustomMaterials, Bolt, Angles, Channels, Beams, Columns, RHS, SHS, CHS +from apps.sections.options_merge import merge_user_sections_into_options + + +# Mapping from compression-member submodule slug to legacy report module_id +COMPRESSION_REPORT_MODULE_ID_MAP = { + "axially-loaded-column": "AxiallyLoadedColumn", + "struts-bolted": "Struts-Bolted-Design", + "struts-welded": "Struts-Welded-Design", +} + + +class CompressionMemberViewSet(viewsets.ViewSet): + """ + Generic ViewSet that routes to specific sub-module services based on URL slug. + Supports guest mode and optional project_id saving for authenticated users. + """ + permission_classes = [AllowAny] # Allow both authenticated and guest users + + @staticmethod + def _normalize_slug(raw_slug: str) -> str: + """ + Accept both URL slugs and MODULE_ID values from legacy/frontend calls. + Example inputs: + - 'struts_bolted' -> 'struts-bolted' (preferred) + - 'Struts-Bolted-Design' (legacy) + """ + if not raw_slug: + return raw_slug + # Convert underscores to hyphens (URL format to registry format) + normalized = raw_slug.replace('_', '-').lower() + module_id_map = { + 'struts-bolted-design': 'struts-bolted', + 'struts-welded-design': 'struts-welded', + 'compression-member-design': 'struts-bolted', # Legacy support for old compression-member + 'axially-loaded-column': 'axially-loaded-column', + 'axially_loaded_column': 'axially-loaded-column', + 'axiallyloadedcolumn': 'axially-loaded-column', + } + return module_id_map.get(normalized, normalized) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/compression-member/{submodule_slug}/design/ + Asynchronously runs calculation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + ServiceClass = CompressionMemberRegistry.get_service_by_slug(normalized_slug) + return trigger_async_design('compression-member', normalized_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/compression-member/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + return trigger_async_report('compression-member', normalized_slug, COMPRESSION_REPORT_MODULE_ID_MAP, request) + + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/compression-member/{submodule_slug}/options/ + + Returns input options for the sub-module (e.g., section lists, materials) + """ + slug = self._normalize_slug(submodule_slug) + + # Shared helpers + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def bolt_diameters(): + lst = list(Bolt.objects.values_list('Bolt_diameter', flat=True)) + lst.sort() + return [str(x) for x in lst] + + property_classes = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + thickness_list = [ + '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', + '56', '63', '75', '80', '90', '100', '110', '120' + ] + section_profiles = ["Angles", "Back to Back Angles", "Star Angles", "Channels", "Back to Back Channels"] + bolt_hole_type_list = ["Standard", "Oversized", "Short Slotted", "Long Slotted"] + bolt_type_list = ["Bearing Bolt", "Friction Grip Bolt"] + bolt_slip_factor_list = ["0.2", "0.3", "0.48", "0.5"] + design_method_list = ["Limit State Design"] + edge_type_list = ["Rolled, machine-flame cut, sawn and planed"] + corrosive_influences_list = ["Yes", "No"] + end_condition_list = ["Fixed", "Hinged", "Free"] + load_type_list = ["Concentric Load", "Leg Load"] + conn_location_list = ["Long Leg", "Short Leg"] + + try: + if slug == 'struts-bolted': + data = { + 'materialList': material_list(), + 'connectorMaterialList': material_list(), + 'sectionProfileList': section_profiles, + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'channelList': list(Channels.objects.values_list('Designation', flat=True)), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + 'boltHoleTypeList': bolt_hole_type_list, + 'boltTypeList': bolt_type_list, + 'boltSlipFactorList': bolt_slip_factor_list, + 'designMethodList': design_method_list, + 'edgeTypeList': edge_type_list, + 'corrosiveInfluencesList': corrosive_influences_list, + 'endConditionList': end_condition_list, + 'loadTypeList': load_type_list, + 'connLocationList': conn_location_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + if slug == 'struts-welded': + data = { + 'materialList': material_list(), + 'connectorMaterialList': material_list(), + 'sectionProfileList': section_profiles, + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'channelList': list(Channels.objects.values_list('Designation', flat=True)), + 'thicknessList': thickness_list, + 'designMethodList': design_method_list, + 'edgeTypeList': edge_type_list, + 'corrosiveInfluencesList': corrosive_influences_list, + 'endConditionList': end_condition_list, + 'loadTypeList': load_type_list, + 'connLocationList': conn_location_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + if slug == 'axially-loaded-column': + section_profile_list = [ + "Beams and Columns", + "RHS and SHS", + "CHS", + "Angles", + "Back to Back Angles", + "Channels", + "Back to Back Channels", + ] + beams_list = list(Beams.objects.values_list("Designation", flat=True)) + columns_list = list(Columns.objects.values_list("Designation", flat=True)) + rhs_list = list(RHS.objects.values_list("Designation", flat=True)) + shs_list = list(SHS.objects.values_list("Designation", flat=True)) + chs_list = list(CHS.objects.values_list("Designation", flat=True)) + angles_list = list(Angles.objects.values_list("Designation", flat=True)) + channels_list = list(Channels.objects.values_list("Designation", flat=True)) + + end_condition_list = ["Fixed", "Free", "Hinged", "Roller"] + + data = { + "materialList": material_list(), # for Member/section material + "sectionProfileList": section_profile_list, + "beamList": [str(x) for x in beams_list], + "columnList": [str(x) for x in columns_list], + "rhsList": [str(x) for x in rhs_list], + "shsList": [str(x) for x in shs_list], + "chsList": [str(x) for x in chs_list], + "angleList": [str(x) for x in angles_list], + "channelList": [str(x) for x in channels_list], + "endConditionList": end_condition_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + return Response({'error': f'Sub-module {slug} not found'}, status=status.HTTP_404_NOT_FOUND) + except Exception as exc: + return Response({'error': str(exc)}, status=status.HTTP_500_INTERNAL_SERVER_ERROR) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/compression-member/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + ServiceClass = CompressionMemberRegistry.get_service_by_slug(normalized_slug) + + if not ServiceClass: + return Response( + {'error': f'Sub-module {normalized_slug} not found'}, + status=404 + ) + + # Extract inputs + inputs = request.data.get('inputs', request.data) + + if not inputs: + return Response( + {'error': 'inputs are required'}, + status=400 + ) + + # Get sections from request or use defaults + sections = request.data.get('sections') + if not sections: + sections = get_default_sections('compression-member', normalized_slug) + + if not sections: + return Response( + {'error': f'No sections defined for {normalized_slug}'}, + status=400 + ) + + try: + # Import adapter to get create_from_input function for hover_dict + create_from_input_func = None + try: + if normalized_slug in ('struts-bolted', 'struts_bolted'): + from .submodules.struts_bolted.adapter import create_from_input + create_from_input_func = create_from_input + elif normalized_slug in ('struts-welded', 'struts_welded'): + from .submodules.struts_welded.adapter import create_from_input + create_from_input_func = create_from_input + elif normalized_slug == 'axially-loaded-column': + from .submodules.axially_loaded_column.adapter import create_from_input + create_from_input_func = create_from_input + except ImportError as e: + print(f"[CompressionMemberViewSet] Could not import create_from_input for {normalized_slug}: {e}") + + result = generate_cad_models( + service_class=ServiceClass, + inputs=inputs, + sections=sections, + create_from_input_func=create_from_input_func + ) + + if not result['files']: + return Response( + { + 'status': 'error', + 'message': 'No CAD models were generated', + 'errors': result['warnings'] + }, + status=422 + ) + + return Response({ + 'status': 'success', + 'files': result['files'], + 'hover_dict': result['hover_dict'], + 'message': 'CAD models generated successfully', + 'warnings': result['warnings'] + }, status=201) + + except Exception as e: + print(f"[CompressionMemberViewSet] Error generating CAD: {e}") + import traceback + traceback.print_exc() + return Response( + {'error': str(e), 'status': 'error'}, + status=500 + ) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/compression-member/{submodule_slug}/report/generate-initial/ + + Request body: + { + "metadata": {...}, + "input_values": {...}, # Or "inputs": {...} + "design_status": boolean, + "logs": [...], + "sections": [...], # Optional + "customization": {...}, # Optional + "images": {...} # Optional CAD captures (iso/front/side/top) + } + """ + normalized_slug = self._normalize_slug(submodule_slug) + module_id = get_report_module_id(normalized_slug) + if not module_id: + return Response( + { + "success": False, + "error": f"Report generation is not supported for compression-member sub-module '{normalized_slug}'", + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + input_values = request.data.get("input_values") or request.data.get("inputs") + if not input_values: + return Response( + {"success": False, "error": "input_values are required"}, + status=status.HTTP_400_BAD_REQUEST, + ) + + mapped_data = { + "module_id": module_id, + "input_values": input_values, + "metadata": request.data.get("metadata"), + "design_status": request.data.get("design_status", True), + "logs": request.data.get("logs", []), + } + + if "sections" in request.data: + mapped_data["sections"] = request.data.get("sections") + if "customization" in request.data: + mapped_data["customization"] = request.data.get("customization") + if "images" in request.data: + mapped_data["images"] = request.data.get("images") + + payload, status_code = generate_initial_report_core(mapped_data) + return Response(payload, status=status_code) diff --git a/backend/apps/modules/flexure_member/__init__.py b/backend/apps/modules/flexure_member/__init__.py new file mode 100644 index 000000000..16367194e --- /dev/null +++ b/backend/apps/modules/flexure_member/__init__.py @@ -0,0 +1,4 @@ +""" +Flexure Member Module +Parent module for flexural member design calculations (Simply Supported Beam) +""" diff --git a/backend/apps/modules/flexure_member/apps.py b/backend/apps/modules/flexure_member/apps.py new file mode 100644 index 000000000..e4f455eaf --- /dev/null +++ b/backend/apps/modules/flexure_member/apps.py @@ -0,0 +1,7 @@ +from django.apps import AppConfig + + +class FlexureMemberConfig(AppConfig): + default_auto_field = 'django.db.models.BigAutoField' + name = 'apps.modules.flexure_member' + diff --git a/backend/apps/modules/flexure_member/registry.py b/backend/apps/modules/flexure_member/registry.py new file mode 100644 index 000000000..8757756dc --- /dev/null +++ b/backend/apps/modules/flexure_member/registry.py @@ -0,0 +1,18 @@ +""" +Flexure Member Registry - Auto-discovers sub-modules +Inherits from BaseModuleRegistry (DRY principle) +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class FlexureMemberRegistry(BaseModuleRegistry): + """Registry for flexure member sub-modules""" + pass + + +# Auto-discover sub-modules +_package_name = 'apps.modules.flexure_member.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +FlexureMemberRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/flexure_member/submodules/__init__.py b/backend/apps/modules/flexure_member/submodules/__init__.py new file mode 100644 index 000000000..6ce145d94 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/__init__.py @@ -0,0 +1,4 @@ +""" +Flexure Member Sub-modules +""" + diff --git a/backend/apps/modules/flexure_member/submodules/on_cantilever/__init__.py b/backend/apps/modules/flexure_member/submodules/on_cantilever/__init__.py new file mode 100644 index 000000000..21965b16b --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/on_cantilever/__init__.py @@ -0,0 +1,5 @@ +""" +On Cantilever Beam Sub-module +""" +MODULE_ID = "On-Cantilever-Beam" +from .service import OnCantileverService as Service diff --git a/backend/apps/modules/flexure_member/submodules/on_cantilever/adapter.py b/backend/apps/modules/flexure_member/submodules/on_cantilever/adapter.py new file mode 100644 index 000000000..645da83c7 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/on_cantilever/adapter.py @@ -0,0 +1,322 @@ +""" +On Cantilever Beam Adapter +Implements the business logic for the On-Cantilever-Beam flexure module. +Uses Flexure_Cantilever from osdag_core. +""" +from backend.apps.modules.simple_connection.shared import setup_for_cad +from osdag_core.Common import KEY_DISP_FLEXURE2 +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, +) +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRepTools import breptools_Write +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.flexural_member.flexure_cantilever import Flexure_Cantilever +import os +import json +import traceback +from typing import Dict, Any, List +from apps.core.utils import write_stl + + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Module", # KEY_MODULE + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Flexure.Type", # KEY_DESIGN_TYPE_FLEXURE (support type) + "Cantilever.Support", # KEY_SUPPORT_TYPE (support restraint) + "Cantilever.Top", # KEY_SUPPORT_TYPE2 (top restraint) + "Member.Length", # KEY_LENGTH + "Load.Shear", # KEY_SHEAR + "Load.Moment", # KEY_MOMENT + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate presence of required keys.""" + required_keys = [ + "Module", + "Member.Designation", + "Member.Length", + "Load.Shear", + "Load.Moment", + ] + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + +def _create_cantilever_module() -> Flexure_Cantilever: + """Create and initialize a Flexure_Cantilever instance with logger.""" + module = Flexure_Cantilever() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Flexure_Cantilever: + """ + Create an instance of Flexure_Cantilever from web input values. + Maps frontend API keys to the exact keys expected by set_input_values. + """ + from osdag_core.Common import ( + KEY_MODULE, KEY_SEC_PROFILE, KEY_SECSIZE, KEY_MATERIAL, KEY_SEC_MATERIAL, + KEY_DESIGN_TYPE_FLEXURE, KEY_LENGTH, KEY_SHEAR, KEY_MOMENT, + KEY_LENGTH_OVERWRITE, KEY_EFFECTIVE_AREA_PARA, KEY_ALLOW_CLASS, + KEY_BEARING_LENGTH, KEY_SUPPORT_TYPE, KEY_SUPPORT_TYPE2, KEY_LOAD, + KEY_DP_DESIGN_METHOD, + VALUES_SUPP_TYPE_temp, + ) + + module = _create_cantilever_module() + + # ---- Section Designation ---- + member_designation = input_values.get('Member.Designation', '') + if isinstance(member_designation, str): + if member_designation in ('', '[]'): + member_designation = [] + elif member_designation.startswith('[') and member_designation.endswith(']'): + try: + member_designation = json.loads(member_designation) + except Exception: + member_designation = [member_designation] + elif not isinstance(member_designation, list): + member_designation = [str(member_designation)] + + if not member_designation: + raise ValueError("No section designations provided!") + + # ---- Support Type mapping ---- + # Frontend sends "Major Laterally Supported", "Minor Laterally Unsupported", "Major Laterally Unsupported" + # These must match VALUES_SUPP_TYPE_temp which are: + # [0] = 'Major Laterally Supported' + # [1] = 'Minor Laterally Unsupported' + # [2] = 'Major Laterally Unsupported' + flexure_type = input_values.get('Flexure.Type', VALUES_SUPP_TYPE_temp[0]) + + # ---- Support Restraint (Cantilever.Support) ---- + # Frontend sends values from Supprt_Restraint_list: + # 'Continous, with lateral restraint to top flange' (note typo in core) + # 'Continous, with partial torsional restraint' + # 'Continous, with lateral and torsional restraint' + # 'Restrained laterally, torsionally and against rotation on flange' + # We map frontend values (which may have "Continuous") to core values ("Continous") + raw_support = input_values.get('Cantilever.Support', '') + if not raw_support: + raw_support = input_values.get('Flexure.Support_Restraint', '') + # Map frontend display values to core values (core has typo "Continous" not "Continuous") + support_map = { + 'Continuous, with lateral restraint to top flange': 'Continous, with lateral restraint to top flange', + 'Continuous, with partial torsional restraint': 'Continous, with partial torsional restraint', + 'Continuous, with lateral and torsional restraint': 'Continous, with lateral and torsional restraint', + 'Restrained laterally, torsionally and against rotation on flange': 'Restrained laterally, torsionally and against rotation on flange', + # Pass through core values as-is + 'Continous, with lateral restraint to top flange': 'Continous, with lateral restraint to top flange', + 'Continous, with partial torsional restraint': 'Continous, with partial torsional restraint', + 'Continous, with lateral and torsional restraint': 'Continous, with lateral and torsional restraint', + } + cantilever_support = support_map.get(raw_support, raw_support) or 'Continous, with lateral restraint to top flange' + + # ---- Top Restraint (Cantilever.Top) ---- + # Frontend sends values from Top_Restraint_list: + # 'Free', 'Lateral restraint to top flange', 'Torsional restraint', 'Lateral and Torsional restraint' + raw_top = input_values.get('Cantilever.Top', '') + if not raw_top: + raw_top = input_values.get('Flexure.Top_Restraint', '') + # Note: core has typo "Torsional rwstraint" (Top3) + top_map = { + 'Free': 'Free', + 'Lateral restraint to top flange': 'Lateral restraint to top flange', + 'Torsional restraint': 'Torsional rwstraint', # core has a typo + 'Lateral and Torsional restraint': 'Lateral and Torsional restraint', + # Pass through core values + 'Torsional rwstraint': 'Torsional rwstraint', + } + cantilever_top = top_map.get(raw_top, raw_top) or 'Free' + + # ---- Other params ---- + material = input_values.get('Material', 'E 250 (Fe 410 W)A') + sec_material = input_values.get('Member.Material', material) + sec_profile = input_values.get('Member.Profile', 'Beams and Columns') + length = float(input_values.get('Member.Length', 5000)) + shear = input_values.get('Load.Shear', '50') + moment = input_values.get('Load.Moment', '100') + length_overwrite = input_values.get('Length.Overwrite', 'NA') + effective_area_para = float(input_values.get('Effective.Area_Para', 1.0)) + allow_class = input_values.get('Optimum.Class', 'Yes') + bearing_length = input_values.get('Bearing.Length', 'NA') + loading_condition = input_values.get('Loading.Condition', 'Normal') + design_method = input_values.get('Design.Design_Method', 'Limit State Design') + + design_dict = { + KEY_MODULE: 'On-Cantilever-Beam', + KEY_SEC_PROFILE: sec_profile, + KEY_SECSIZE: member_designation, + KEY_MATERIAL: material, + KEY_SEC_MATERIAL: sec_material, + KEY_DESIGN_TYPE_FLEXURE: flexure_type, + KEY_LENGTH: length, + KEY_SHEAR: shear, + KEY_MOMENT: moment, + KEY_LENGTH_OVERWRITE: length_overwrite, + KEY_EFFECTIVE_AREA_PARA: effective_area_para, + KEY_ALLOW_CLASS: allow_class, + KEY_BEARING_LENGTH: bearing_length, + KEY_SUPPORT_TYPE: cantilever_support, # 'Cantilever.Support' + KEY_SUPPORT_TYPE2: cantilever_top, # 'Cantilever.Top' + KEY_LOAD: loading_condition, # 'Loading.Condition' + KEY_DP_DESIGN_METHOD: design_method, + } + + print(f"[OnCantilever adapter] design_dict keys: {list(design_dict.keys())}") + print(f"[OnCantilever adapter] Flexure.Type: {flexure_type}") + print(f"[OnCantilever adapter] Cantilever.Support: {cantilever_support}") + print(f"[OnCantilever adapter] Cantilever.Top: {cantilever_top}") + + module.set_input_values(design_dict) + return module + + +def generate_output(input_values: Dict[str, Any]): + """ + Generate formatted output for On-Cantilever-Beam module. + Returns (output_dict, logs_list). + """ + from osdag_core.custom_logger import CustomLogger + + output = {} + logs = [] + + try: + module = create_from_input(input_values) + + raw_output = [] + + for method_name in ['spacing', 'output_values', 'detail', 'detailing']: + if hasattr(module, method_name): + result = getattr(module, method_name)(True) + if result: + raw_output += result + + # Collect logs + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, 'logs', []) or [] + + # Format output fields + for param in raw_output: + if not param or len(param) < 4: + continue + + if param[2] == 'TextBox': + key = param[0] + label = param[1] + value = param[3] + + # Convert numpy values safely + if hasattr(value, 'item'): + value = value.item() + + output[key] = { + 'key': key, + 'label': label, + 'val': value + } + + print(f"[OnCantilever generate_output] Generated {len(output)} fields") + print(f"[OnCantilever generate_output] Retrieved {len(logs)} logs") + + except Exception as e: + print("Error in OnCantilever generate_output:", str(e)) + print(traceback.format_exc()) + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """ + Generate CAD model for On-Cantilever-Beam. + Uses createSimplySupportedBeam as the cantilever beam shape is structurally similar. + Returns relative BREP file path. + """ + if section not in ('Model', 'Beam'): + raise InvalidInputTypeError('section', "'Model' or 'Beam'") + + try: + module = create_from_input(input_values) + except Exception: + traceback.print_exc() + return '' + + module.module = KEY_DISP_FLEXURE2 + module.mainmodule = 'Flexure Member' + + # Initialize CAD logic + try: + cld = CommonDesignLogic(None, None, '', KEY_DISP_FLEXURE2, module.mainmodule) + setup_for_cad(cld, module) + cld.module_object = module + except Exception: + traceback.print_exc() + return '' + + # Generate components using the simply-supported beam CAD shape + # (cantilever beam shape is structurally similar - same I-section geometry) + try: + components = cld.createSimplySupportedBeam() + except Exception: + traceback.print_exc() + return '' + + if not components: + print("No components returned from createSimplySupportedBeam()") + return '' + + # Combine shapes into a single compound + try: + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for shape in components.values(): + if shape is not None: + builder.Add(compound, shape) + + model = compound + except Exception: + traceback.print_exc() + return '' + + # Ensure output directory exists + cad_models_path = os.path.join(os.getcwd(), 'file_storage', 'cad_models') + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_{section}.brep" + file_path = os.path.join('file_storage', 'cad_models', file_name) + full_path = os.path.join(os.getcwd(), file_path) + + # Write BREP + try: + breptools_Write(model, full_path) + except Exception: + traceback.print_exc() + return '' + + # Write STL (optional, non-critical) + try: + stl_path = full_path.replace('.brep', '.stl') + write_stl(model, stl_path) + except Exception as stle: + print("STL write warning:", stle) + + return file_path diff --git a/backend/apps/modules/flexure_member/submodules/on_cantilever/service.py b/backend/apps/modules/flexure_member/submodules/on_cantilever/service.py new file mode 100644 index 000000000..4046556a4 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/on_cantilever/service.py @@ -0,0 +1,92 @@ +""" +On Cantilever Beam Service - Business logic layer +Bridges between API and osdag_core Flexure_Cantilever +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class OnCantileverService: + """Service class for On-Cantilever-Beam module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object + project_id: Optional project ID + user_email: Optional user email + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("OnCantileverService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output + print("\n[2/3] Generating output...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in OnCantileverService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate (e.g. 'Model', 'Beam') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model (or empty string on failure) + """ + return create_cad_model(inputs, section, session) diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/__init__.py b/backend/apps/modules/flexure_member/submodules/plate_girder/__init__.py new file mode 100644 index 000000000..65fd58f53 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/__init__.py @@ -0,0 +1,6 @@ +""" +Plate Girder Module +""" +MODULE_ID = 'Plate-Girder' +from .service import PlateGirderService as Service + diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/adapter.py b/backend/apps/modules/flexure_member/submodules/plate_girder/adapter.py new file mode 100644 index 000000000..f5ffcbabb --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/adapter.py @@ -0,0 +1,701 @@ +""" +Plate Girder Adapter +Implements the business logic for the Plate Girder module: Customized design +(user provides all dimensions) and Optimized design (PSO finds optimal +dimensions from loads/constraints). +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +# PlateGirderWelded will be imported when needed in create_module() +from osdag_core.custom_logger import CustomLogger +from osdag_core.Common import ( + KEY_MODULE, KEY_MATERIAL, KEY_LENGTH, KEY_LOAD, KEY_SHEAR, KEY_MOMENT, + KEY_OVERALL_DEPTH_PG_TYPE, KEY_OVERALL_DEPTH_PG, + KEY_WEB_THICKNESS_PG, KEY_TOP_Bflange_PG, KEY_TOP_FLANGE_THICKNESS_PG, + KEY_BOTTOM_Bflange_PG, KEY_BOTTOM_FLANGE_THICKNESS_PG, + KEY_DESIGN_TYPE_FLEXURE, KEY_BENDING_MOMENT_SHAPE, KEY_TORSIONAL_RES, + KEY_WARPING_RES, KEY_MAX_DEFL, KEY_ALLOW_CLASS, KEY_WEB_PHILOSOPHY, + KEY_SUPPORT_WIDTH, KEY_IntermediateStiffener_spacing, KEY_IntermediateStiffener_thickness, + KEY_LongitudnalStiffener, KEY_LongitudnalStiffener_thickness, + KEY_IntermediateStiffener_thickness_val, KEY_LongitudnalStiffener_thickness_val, + KEY_IS_IT_SYMMETRIC, KEY_DISP_SYM, KEY_DISP_UNSYM, + KEY_DESIGN_LOAD, KEY_MEMBER_OPTIONS, KEY_SUPPORTING_OPTIONS, + KEY_ShearBucklingOption, KEY_DP_DESIGN_METHOD, + KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, + KEY_T_constatnt, KEY_W_constatnt, KEY_Elastic_CM, + KEY_OPTIMUM_UR_COMPRESSION +) +import sys +import os +from typing import Dict, Any, List, Tuple +import traceback +import json + +old_stdout = sys.stdout # Backup log +sys.stdout = open(os.devnull, "w") # redirect stdout +sys.stdout = old_stdout # Reset log + + +def get_required_keys() -> List[str]: + """Return all required input parameters for the plate girder module.""" + return [ + "Module", # KEY_MODULE + "Material", # KEY_MATERIAL + "Member.Length", # KEY_LENGTH + "Loading.Condition", # KEY_LOAD + "Load.Shear", # KEY_SHEAR + "Load.Moment", # KEY_MOMENT + "Total.Design_Type", # KEY_OVERALL_DEPTH_PG_TYPE ('Customized' or 'Optimized') + "Web.Thickness", # KEY_WEB_THICKNESS_PG (list) + "TopFlange.Thickness", # KEY_TOP_FLANGE_THICKNESS_PG (list) + "BottomFlange.Thickness", # KEY_BOTTOM_FLANGE_THICKNESS_PG (list) + "Design.Design_Type_Flexure", # KEY_DESIGN_TYPE_FLEXURE + "Loading.Bending_Moment_Shape", # KEY_BENDING_MOMENT_SHAPE + "Design.Torsional_Restraint", # KEY_TORSIONAL_RES + "Design.Warping_Restraint", # KEY_WARPING_RES + "Design.Max_Deflection", # KEY_MAX_DEFL + "Design.Allow_Class", # KEY_ALLOW_CLASS + "Design.Web_Philosophy", # KEY_WEB_PHILOSOPHY + "Design.Support_Width", # KEY_SUPPORT_WIDTH + "Design.IntermediateStiffener.Spacing", # KEY_IntermediateStiffener_spacing + "Design.IntermediateStiffener.Thickness", # KEY_IntermediateStiffener_thickness + "Design.LongitudnalStiffener", # KEY_LongitudnalStiffener + "Design.LongitudnalStiffener.Thickness", # KEY_LongitudnalStiffener_thickness + ] + + +def get_optimization_required_keys() -> List[str]: + """ + Return required input parameters specifically for optimization. + + Note: For optimization, Total.Depth, Topflange.Width, Bottomflange.Width are NOT required + as they will be optimized by PSO. + """ + return [ + "Module", + "Material", + "Member.Length", + "Loading.Condition", + "Load.Shear", + "Load.Moment", + "Total.Design_Type", # Must be "Optimized" + "Web.Thickness", # List of available thicknesses for discrete snapping + "TopFlange.Thickness", # List of available thicknesses + "BottomFlange.Thickness", # List of available thicknesses + "Design.Design_Type_Flexure", + "Loading.Bending_Moment_Shape", + "Design.Torsional_Restraint", + "Design.Warping_Restraint", + "Design.Max_Deflection", + "Design.Allow_Class", + "Design.Web_Philosophy", # Used to determine is_thick_web + "Design.Support_Width", + "Design.IntermediateStiffener.Spacing", + "Design.IntermediateStiffener.Thickness", + "Design.LongitudnalStiffener", + "Design.LongitudnalStiffener.Thickness", + # Optional but recommended: + # "Symmetry", # Used to determine is_symmetric (defaults to "Symmetrical") + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate string keys + str_keys = [ + "Module", + "Material", + "Loading.Condition", + "Total.Design_Type", + "Design.Design_Type_Flexure", + "Loading.Bending_Moment_Shape", + "Design.Torsional_Restraint", + "Design.Warping_Restraint", + "Design.Max_Deflection", + "Design.Allow_Class", + "Design.Web_Philosophy", + "Design.IntermediateStiffener.Thickness", + "Design.LongitudnalStiffener", + "Design.LongitudnalStiffener.Thickness", + ] + for key in str_keys: + if not isinstance(input_values.get(key), str): + raise InvalidInputTypeError(key, "str") + + # Validate numeric keys (as strings that can be converted to float) + # Some fields can be "NA" (optional fields) + num_keys_required = [ + "Member.Length", + "Load.Shear", + "Load.Moment", + "Design.Support_Width", + ] + for key in num_keys_required: + if not isinstance(input_values.get(key), str) or not float_able(input_values.get(key)): + raise InvalidInputTypeError(key, "str where str can be converted to float") + + # Optional numeric keys that can be "NA" + num_keys_optional = [ + "Design.IntermediateStiffener.Spacing", + ] + for key in num_keys_optional: + value = input_values.get(key) + if value is not None: + if not isinstance(value, str): + raise InvalidInputTypeError(key, "str where str can be converted to float or 'NA'") + # Allow "NA" or numeric string + if value.upper() != "NA" and not float_able(value): + raise InvalidInputTypeError(key, "str where str can be converted to float or 'NA'") + + # Validate list keys (for Customized design type) + design_type = input_values.get("Total.Design_Type") + if design_type == "Customized": + # For Customized, we need overall depth and flange widths + if "Total.Depth" not in input_values: + raise MissingKeyError("Total.Depth") + if not isinstance(input_values.get("Total.Depth"), str) or not float_able(input_values.get("Total.Depth")): + raise InvalidInputTypeError("Total.Depth", "str where str can be converted to float") + + if "Topflange.Width" not in input_values: + raise MissingKeyError("Topflange.Width") + if not isinstance(input_values.get("Topflange.Width"), str) or not float_able(input_values.get("Topflange.Width")): + raise InvalidInputTypeError("Topflange.Width", "str where str can be converted to float") + + if "Bottomflange.Width" not in input_values: + raise MissingKeyError("Bottomflange.Width") + if not isinstance(input_values.get("Bottomflange.Width"), str) or not float_able(input_values.get("Bottomflange.Width")): + raise InvalidInputTypeError("Bottomflange.Width", "str where str can be converted to float") + + # Validate list types for thickness lists + list_keys = [ + "Web.Thickness", + "TopFlange.Thickness", + "BottomFlange.Thickness", + ] + for key in list_keys: + value = input_values.get(key) + if not isinstance(value, list): + raise InvalidInputTypeError(key, "List[str]") + + +def create_module(): + """Create an instance of the PlateGirderWelded module design class and set it up for use""" + from osdag_core.design_type.plate_girder.core.plate_girder import PlateGirderWelded + module = PlateGirderWelded() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]): + """Create an instance of the PlateGirderWelded module design class from input values.""" + module = None + try: + module = create_module() + except Exception as e: + print('Error in create_module:', e) + raise + + # For Customized design: osdag_core calls float() on thickness keys ā†’ must be a scalar string. + # For Optimized design: osdag_core expects a list ā†’ PSO picks from list of available thicknesses. + design_type = input_values.get('Total.Design_Type', 'Customized') + + def _thickness_val(key, default='6'): + val = input_values.get(key, [default]) + if design_type == 'Customized': + # Return first element as string (osdag_core does float(val)) + return str(val[0]) if isinstance(val, list) and val else str(val) + else: + # Return full list for PSO optimization + return val if isinstance(val, list) else [str(val)] + + design_dict = { + KEY_MODULE: input_values.get('Module', 'Plate Girder'), + KEY_MATERIAL: input_values.get('Material', 'E 250 (Fe 410 W)A'), + KEY_LENGTH: input_values.get('Member.Length', '5000'), + KEY_LOAD: input_values.get('Loading.Condition', ''), + KEY_SHEAR: input_values.get('Load.Shear', '0'), + KEY_MOMENT: input_values.get('Load.Moment', '0'), + KEY_OVERALL_DEPTH_PG_TYPE: design_type, + KEY_WEB_THICKNESS_PG: _thickness_val('Web.Thickness'), + KEY_TOP_FLANGE_THICKNESS_PG: _thickness_val('TopFlange.Thickness'), + KEY_BOTTOM_FLANGE_THICKNESS_PG: _thickness_val('BottomFlange.Thickness'), + KEY_DESIGN_TYPE_FLEXURE: input_values.get('Design.Design_Type_Flexure', 'Major Laterally Supported'), + KEY_BENDING_MOMENT_SHAPE: input_values.get('Loading.Bending_Moment_Shape', ''), + KEY_TORSIONAL_RES: input_values.get('Design.Torsional_Restraint', 'No'), + KEY_WARPING_RES: input_values.get('Design.Warping_Restraint', 'Warping not restrained in both flanges'), + KEY_MAX_DEFL: input_values.get('Design.Max_Deflection', 'L/250'), + KEY_ALLOW_CLASS: input_values.get('Design.Allow_Class', 'Plastic'), + KEY_WEB_PHILOSOPHY: input_values.get('Design.Web_Philosophy', 'Thick Web'), + KEY_SUPPORT_WIDTH: input_values.get('Design.Support_Width', '100'), + KEY_IntermediateStiffener_spacing: input_values.get('Design.IntermediateStiffener.Spacing', ''), + KEY_IntermediateStiffener_thickness: input_values.get('Design.IntermediateStiffener.Thickness', 'Standard'), + KEY_LongitudnalStiffener: input_values.get('Design.LongitudnalStiffener', 'No'), + KEY_LongitudnalStiffener_thickness: input_values.get('Design.LongitudnalStiffener.Thickness', 'Standard'), + # Additional design parameters + KEY_DESIGN_LOAD: input_values.get('Design.Load', 'Live load'), + KEY_MEMBER_OPTIONS: input_values.get('Member.Options', 'Simple Span'), + KEY_SUPPORTING_OPTIONS: input_values.get('Supporting.Options', 'NA'), + KEY_ShearBucklingOption: input_values.get('Design.ShearBucklingOption', 'Simple Post Critical'), + KEY_DP_DESIGN_METHOD: input_values.get('Design.Design_Method', 'Limit State Design'), + KEY_EFFECTIVE_AREA_PARA: input_values.get('Design.Effective_Area_Parameter', '1.0'), + KEY_LENGTH_OVERWRITE: input_values.get('Design.Length_Overwrite', 'NA'), + } + + # Handle symmetry (for both Customized and Optimized design types) + symmetry = input_values.get('Symmetry', 'Symmetrical') + if symmetry == 'Symmetrical': + design_dict[KEY_IS_IT_SYMMETRIC] = KEY_DISP_SYM # 'Symmetric Girder' + else: + design_dict[KEY_IS_IT_SYMMETRIC] = KEY_DISP_UNSYM # 'Unsymmetric Girder' + + # Add design type specific keys + design_type = design_dict[KEY_OVERALL_DEPTH_PG_TYPE] + if design_type == 'Customized': + design_dict[KEY_OVERALL_DEPTH_PG] = input_values.get('Total.Depth', '500') + design_dict[KEY_TOP_Bflange_PG] = input_values.get('Topflange.Width', '200') + design_dict[KEY_BOTTOM_Bflange_PG] = input_values.get('Bottomflange.Width', '200') + elif design_type == 'Optimized': + # For optimized, these are not required in set_input_values + # but we'll set defaults to avoid errors + design_dict[KEY_OVERALL_DEPTH_PG] = '1' + design_dict[KEY_TOP_Bflange_PG] = '1' + design_dict[KEY_BOTTOM_Bflange_PG] = '1' + + from osdag_core.design_type.plate_girder.core.plate_girder import VALUES_STIFFENER_THICKNESS, PlateGirderWelded + + # Intermediate stiffener: populate the class-level customized list if provided, + # matching set_input_values()'s handling of the "Customized" thickness option. + if design_dict[KEY_IntermediateStiffener_thickness] == 'Customized': + custom_values = input_values.get('Design.IntermediateStiffener.Thickness_Values', None) + if custom_values and isinstance(custom_values, list) and len(custom_values) > 0: + PlateGirderWelded.int_thicklist = [str(v) for v in custom_values] + design_dict[KEY_IntermediateStiffener_thickness_val] = PlateGirderWelded.int_thicklist + else: + design_dict[KEY_IntermediateStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + # Longitudinal stiffener: same customized-list handling as above. + if design_dict[KEY_LongitudnalStiffener_thickness] == 'Customized': + custom_values = input_values.get('Design.LongitudnalStiffener.Thickness_Values', None) + if custom_values and isinstance(custom_values, list) and len(custom_values) > 0: + PlateGirderWelded.long_thicklist = [str(v) for v in custom_values] + design_dict[KEY_LongitudnalStiffener_thickness_val] = PlateGirderWelded.long_thicklist + else: + design_dict[KEY_LongitudnalStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + try: + if module is None: + raise RuntimeError('Module instance was not created') + module.set_input_values(design_dict) + except Exception as e: + traceback.print_exc() + print('Error in set_input_values:', e) + raise + + return module + + +def generate_output(input_values: Dict[str, Any]): + """ + Generate, format and return the output values from the given input values. + """ + output = {} + module = create_from_input(input_values) + logs = [] + + try: + # Generate output values + raw_output_text = module.output_values(True) + + # Get logs from the custom logger + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + + raw_output = raw_output_text + + # Get design preferences for conditional outputs + web_philosophy = input_values.get('Design.Web_Philosophy', 'Thick Web without ITS') + support_type = input_values.get('Design.Design_Type_Flexure', 'Major Laterally Supported') + is_thick_web = 'Thick Web' in web_philosophy + is_laterally_supported = 'Laterally Supported' in support_type + + # Process each parameter + for i, param in enumerate(raw_output): + if len(param) >= 4: + key = param[0] + label = param[1] + param_type = param[2] + value = param[3] + + # Check if it's a TextBox type and has a valid key + if param_type == "TextBox" and key is not None: + # Handle numpy types + if hasattr(value, 'item'): + value = value.item() + + # Handle None/empty values + if value is None or value == '': + # Set appropriate defaults based on field type + if 'Stiffener' in key and is_thick_web: + value = 'N/A' + elif key in [KEY_T_constatnt, KEY_W_constatnt, KEY_Elastic_CM] and is_laterally_supported: + value = 'N/A' + elif 'LongitudnalStiffener' in key and (is_thick_web or not hasattr(module, 'longstiffener_no') or getattr(module, 'longstiffener_no', 0) == 0): + if 'Position' in key: + value = 'N/A' + elif 'Numbers' in key: + value = 0 + else: + value = 'N/A' + else: + value = 'N/A' + + # Convert numeric None to 0 or N/A + if isinstance(value, (int, float)) and (value == 0 or value is None): + # For counts/numbers, 0 is valid; for dimensions/strengths, use N/A + if 'Numbers' in key or 'UR' in key: + value = 0 if value is None else value + elif value == 0 and key not in [KEY_OPTIMUM_UR_COMPRESSION]: + value = 'N/A' + + output[key] = { + "key": key, + "label": label, + "val": value + } + except Exception as e: + print(f'Error in generate_output: {e}') + traceback.print_exc() + # Re-raise exception so service layer can handle it properly + raise + + return output, logs + + +def get_optimization_bounds(input_values: Dict[str, Any]) -> Dict[str, tuple]: + """ + Extract optimization bounds from input_values. + + Args: + input_values: Dictionary with keys like "Total.Depth_lb", "Total.Depth_ub", etc. + + Returns: + Dictionary mapping variable names to (lb, ub, inc) tuples + Example: {'D': (200, 2000, 25), 'bf_top': (100, 1000, 10)} + """ + bounds = {} + + # Map frontend keys to backend variable names + variable_mapping = { + 'Total.Depth': 'D', + 'Topflange.Width': 'bf_top', + 'Bottomflange.Width': 'bf_bot', + 'TopFlange.Width': 'bf_top', # Alternative naming + 'BottomFlange.Width': 'bf_bot', # Alternative naming + } + + for frontend_key, backend_var in variable_mapping.items(): + lb_key = f"{frontend_key}_lb" + ub_key = f"{frontend_key}_ub" + inc_key = f"{frontend_key}_inc" + + lb = input_values.get(lb_key) + ub = input_values.get(ub_key) + inc = input_values.get(inc_key, '0') + + if lb and ub: + try: + lb_val = float(lb) + ub_val = float(ub) + inc_val = float(inc) if inc else 0 + + # Validate bounds + if lb_val >= ub_val: + raise ValueError(f"Lower bound ({lb_val}) must be less than upper bound ({ub_val}) for {frontend_key}") + + bounds[backend_var] = (lb_val, ub_val, inc_val) + except (ValueError, TypeError) as e: + print(f"Warning: Invalid bounds for {frontend_key}: {e}") + continue + + # Handle symmetric case: if symmetric, use bf for both top and bot + if 'bf_top' in bounds and 'bf_bot' not in bounds: + bounds['bf'] = bounds['bf_top'] + elif 'bf_bot' in bounds and 'bf_top' not in bounds: + bounds['bf'] = bounds['bf_bot'] + + return bounds + + +def create_optimization_input(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Build the design dictionary for PlateGirderWelded.optimized_method(): forces + Total.Design_Type to "Optimized" and ensures thickness lists are present for + discrete variable snapping. Total.Depth/Topflange.Width/Bottomflange.Width + are not required since PSO determines them. + + Args: + input_values: Dictionary from WebSocket/Celery task with optimization inputs + + Returns: + Design dictionary ready for PlateGirderWelded.optimized_method() + """ + optimization_input = input_values.copy() + optimization_input["Total.Design_Type"] = "Optimized" + + # Use the same create_from_input logic but ensure Optimized flag is set + # The design dictionary format is the same as normal design + design_dict = { + KEY_MODULE: optimization_input.get('Module', 'Plate-Girder'), + KEY_MATERIAL: optimization_input.get('Material', 'E 250 (Fe 410 W)A'), + KEY_LENGTH: optimization_input.get('Member.Length', '5000'), + KEY_LOAD: optimization_input.get('Loading.Condition', 'Normal'), + KEY_SHEAR: optimization_input.get('Load.Shear', '0'), + KEY_MOMENT: optimization_input.get('Load.Moment', '0'), + KEY_OVERALL_DEPTH_PG_TYPE: 'Optimized', # Force Optimized + KEY_WEB_THICKNESS_PG: optimization_input.get('Web.Thickness', ['6', '8', '10', '12', '16', '20', '25', '32', '40']), + KEY_TOP_FLANGE_THICKNESS_PG: optimization_input.get('TopFlange.Thickness', ['6', '8', '10', '12', '16', '20', '25', '32', '40']), + KEY_BOTTOM_FLANGE_THICKNESS_PG: optimization_input.get('BottomFlange.Thickness', ['6', '8', '10', '12', '16', '20', '25', '32', '40']), + KEY_DESIGN_TYPE_FLEXURE: optimization_input.get('Design.Design_Type_Flexure', 'Major Laterally Supported'), + KEY_BENDING_MOMENT_SHAPE: optimization_input.get('Loading.Bending_Moment_Shape', 'Uniform Loading with pinned-pinned support'), + KEY_TORSIONAL_RES: optimization_input.get('Design.Torsional_Restraint', 'Fully Restrained'), + KEY_WARPING_RES: optimization_input.get('Design.Warping_Restraint', 'Both flanges fully restrained'), + KEY_MAX_DEFL: optimization_input.get('Design.Max_Deflection', 'L/250'), + KEY_ALLOW_CLASS: optimization_input.get('Design.Allow_Class', 'Plastic'), + KEY_WEB_PHILOSOPHY: optimization_input.get('Design.Web_Philosophy', 'Thick Web without ITS'), + KEY_SUPPORT_WIDTH: optimization_input.get('Design.Support_Width', '100'), + KEY_IntermediateStiffener_spacing: optimization_input.get('Design.IntermediateStiffener.Spacing', 'NA'), + KEY_IntermediateStiffener_thickness: optimization_input.get('Design.IntermediateStiffener.Thickness', 'Standard'), + KEY_LongitudnalStiffener: optimization_input.get('Design.LongitudnalStiffener', 'No'), + KEY_LongitudnalStiffener_thickness: optimization_input.get('Design.LongitudnalStiffener.Thickness', 'Standard'), + # Additional design parameters (matching create_from_input) + KEY_DESIGN_LOAD: optimization_input.get('Design.Load', 'Live load'), + KEY_MEMBER_OPTIONS: optimization_input.get('Member.Options', 'Simple Span'), + KEY_SUPPORTING_OPTIONS: optimization_input.get('Supporting.Options', 'NA'), + KEY_ShearBucklingOption: optimization_input.get('Design.ShearBucklingOption', 'Simple Post Critical'), + KEY_DP_DESIGN_METHOD: optimization_input.get('Design.Design_Method', 'Limit State Design'), + KEY_EFFECTIVE_AREA_PARA: optimization_input.get('Design.Effective_Area_Parameter', '1.0'), + KEY_LENGTH_OVERWRITE: optimization_input.get('Design.Length_Overwrite', 'NA'), + } + + # Handle symmetry (for optimization) + symmetry = optimization_input.get('Symmetry', 'Symmetrical') + if symmetry == 'Symmetrical': + design_dict[KEY_IS_IT_SYMMETRIC] = KEY_DISP_SYM # 'Symmetric Girder' + else: + design_dict[KEY_IS_IT_SYMMETRIC] = KEY_DISP_UNSYM # 'Unsymmetric Girder' + + # For Optimized design type, set dummy values (will be optimized by PSO) + design_dict[KEY_OVERALL_DEPTH_PG] = '1' + design_dict[KEY_TOP_Bflange_PG] = '1' + design_dict[KEY_BOTTOM_Bflange_PG] = '1' + + # Import VALUES_STIFFENER_THICKNESS from plate_girder module (standard list) + try: + from osdag_core.design_type.plate_girder.core.plate_girder import VALUES_STIFFENER_THICKNESS + except (ImportError, ModuleNotFoundError): + # Fallback: Standard stiffener thickness values if import fails + VALUES_STIFFENER_THICKNESS = ['6', '8', '10', '12', '14', '16', '18', '20', + '22', '24', '26', '28', '30', '32', '36', '40'] + + from osdag_core.design_type.plate_girder.core.plate_girder import VALUES_STIFFENER_THICKNESS, PlateGirderWelded + + # Same customized-list handling as create_from_input(), sourced from optimization_input. + if design_dict[KEY_IntermediateStiffener_thickness] == 'Customized': + custom_values = optimization_input.get('Design.IntermediateStiffener.Thickness_Values', None) + if custom_values and isinstance(custom_values, list) and len(custom_values) > 0: + PlateGirderWelded.int_thicklist = [str(v) for v in custom_values] + design_dict[KEY_IntermediateStiffener_thickness_val] = PlateGirderWelded.int_thicklist + else: + design_dict[KEY_IntermediateStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + if design_dict[KEY_LongitudnalStiffener_thickness] == 'Customized': + custom_values = optimization_input.get('Design.LongitudnalStiffener.Thickness_Values', None) + if custom_values and isinstance(custom_values, list) and len(custom_values) > 0: + PlateGirderWelded.long_thicklist = [str(v) for v in custom_values] + design_dict[KEY_LongitudnalStiffener_thickness_val] = PlateGirderWelded.long_thicklist + else: + design_dict[KEY_LongitudnalStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + return design_dict + + +def apply_optimization_bounds(module, input_values: Dict[str, Any]) -> None: + """ + Apply custom optimization bounds to module.bounds_map. + + Args: + module: PlateGirderWelded instance + input_values: Dictionary with bounds keys (e.g., "Total.Depth_lb", "Total.Depth_ub") + """ + bounds = get_optimization_bounds(input_values) + + for var, (lb, ub, inc) in bounds.items(): + if inc > 0: + module.bounds_map[var] = (lb, ub, inc) + else: + module.bounds_map[var] = (lb, ub) + + # Log applied bounds + if bounds: + print(f"šŸ“ Applied custom optimization bounds:") + for var, (lb, ub, inc) in bounds.items(): + step_str = f", step={inc}" if inc > 0 else "" + print(f" {var}: [{lb}, {ub}]{step_str}") + + +def determine_optimization_flags(input_values: Dict[str, Any]) -> Tuple[bool, bool]: + """ + Determine is_thick_web and is_symmetric flags for optimization. + + This function extracts the flags needed by PlateGirderWelded.optimized_method() + from the input dictionary. + + Args: + input_values: Input dictionary with design parameters (can be either frontend format + or design_dictionary format) + + Returns: + Tuple of (is_thick_web, is_symmetric) booleans + + is_thick_web: + - True if "Design.Web_Philosophy" == "Thick Web without ITS" + - False if "Design.Web_Philosophy" == "Thin Web with ITS" + + is_symmetric: + - True if "Symmetry" == "Symmetrical" OR "Girder.Symmetry" == "Symmetric Girder" + - False if "Symmetry" == "Unsymmetrical" OR "Girder.Symmetry" == "Unsymmetric Girder" + - Defaults to True (symmetric) if not specified + """ + # Check web philosophy (can be in either format) + web_philosophy = input_values.get('Design.Web_Philosophy') or input_values.get(KEY_WEB_PHILOSOPHY, 'Thick Web without ITS') + is_thick_web = (web_philosophy == 'Thick Web without ITS') + + # Check symmetry (can be in either format) + symmetry = input_values.get('Symmetry', 'Symmetrical') + symmetry_key = input_values.get(KEY_IS_IT_SYMMETRIC) + + if symmetry_key: + # Design dictionary format: 'Symmetric Girder' or 'Unsymmetric Girder' + is_symmetric = (symmetry_key == KEY_DISP_SYM) + else: + # Frontend format: 'Symmetrical' or 'Unsymmetrical' + is_symmetric = (symmetry == 'Symmetrical') + + return is_thick_web, is_symmetric + + +def build_plate_girder_cad(module, section: str, session: str) -> str: + """ + Build a 3D CAD model of the (designed) plate girder from a module instance + whose section dimensions are already populated, write BREP + STL to + file_storage/cad_models, and return the relative BREP path. + + `section` selects which component to export, matching the desktop parts: + "Model" (full girder), "Web", "Top Flange", "Bottom Flange", "Stiffeners". + + Works for both Customized (dims set via set_input_values) and Optimized + (dims set after optimized_method) modules. + """ + from osdag_core.cad.FlexuralMember.plate_girder import create_plate_girder + from OCC.Core.BRepTools import breptools_Write + from apps.core.utils import write_stl + + def _num(value, fallback): + try: + n = float(value) + return n if n > 0 else fallback + except (TypeError, ValueError): + return fallback + + D = _num(getattr(module, "total_depth", None), 0) + tw = _num(getattr(module, "web_thickness", None), 0) + length = _num(getattr(module, "length", None), 0) + T_ft = _num(getattr(module, "top_flange_thickness", None), 0) + T_fb = _num(getattr(module, "bottom_flange_thickness", None), T_ft) + B_ft = _num(getattr(module, "top_flange_width", None), 0) + B_fb = _num(getattr(module, "bottom_flange_width", None), B_ft) + + # A non-designed (Optimized-but-not-run) module leaves depth/width at 1 -> skip. + if D <= 2 or tw <= 0 or B_ft <= 2 or length <= 0: + raise RuntimeError( + f"Plate girder section not designed (D={D}, tw={tw}, B_ft={B_ft}, length={length})" + ) + + include_intermediate = str(getattr(module, "intermediate_stiffener", "Yes")).strip().lower() in ("yes", "y", "true") + T_is = _num(getattr(module, "intermediate_stiffener_thickness_provided", None), 15) + stiffener_spacing = _num(getattr(module, "stiffener_spacing", None), max(500.0, min(length / 4.0, 1500.0))) + + result = create_plate_girder( + D=D, + tw=tw, + length=length, + T_ft=T_ft, + T_fb=T_fb, + B_ft=B_ft, + B_fb=B_fb, + stiffener_spacing=stiffener_spacing, + T_is=T_is, + include_intermediate_stiffeners=include_intermediate, + ) + if not isinstance(result, dict): + result = {"model": result} + + # Map the requested display section to a component shape from create_plate_girder. + section_key = str(section).strip().lower() + component_map = { + "model": "model", + "web": "web_plate", + "top flange": "top_flange", + "bottom flange": "bottom_flange", + "stiffeners": "stiffener_plates", + "stiffener": "stiffener_plates", + "girder": "model", + } + comp = component_map.get(section_key, "model") + model = result.get(comp) or result.get("model") + if model is None: + raise RuntimeError(f"create_plate_girder returned no shape for section '{section}'") + + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_{section}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + full_path = os.path.join(os.getcwd(), file_path) + + breptools_Write(model, full_path) + + try: + write_stl(model, full_path.replace(".brep", ".stl")) + except Exception as stle: # STL is best-effort + print("STL write warning:", stle) + + return file_path + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + """Generate a plate girder CAD part as a BREP file. Returns the relative path.""" + valid = ("Model", "Web", "Top Flange", "Bottom Flange", "Stiffeners", "Girder") + if section not in valid: + raise InvalidInputTypeError("section", f"one of {valid}") + + try: + module = create_from_input(input_values) + except Exception: + traceback.print_exc() + return "" + + try: + return build_plate_girder_cad(module, section, session) + except Exception: + traceback.print_exc() + return "" + diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/design_checks_imports.py b/backend/apps/modules/flexure_member/submodules/plate_girder/design_checks_imports.py new file mode 100644 index 000000000..59bbfdd94 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/design_checks_imports.py @@ -0,0 +1,206 @@ +try: + from osdag_core.design_type.plate_girder.checks.moment import ( + corrected_design_bending_strength, + moment_capacity_laterally_supported, + calc_Mdv, + calc_Mdv_lat_unsupported, + bending_check_lat_unsupported + ) + MOMENT_CHECKS_AVAILABLE = True +except ImportError as e: + MOMENT_CHECKS_AVAILABLE = False + corrected_design_bending_strength = None + moment_capacity_laterally_supported = None + calc_Mdv = None + calc_Mdv_lat_unsupported = None + bending_check_lat_unsupported = None + print(f"Warning: Could not import moment checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.shear import ( + calc_K_v, + shear_capacity_laterally_supported_thick_web, + shear_buckling_check_simple_postcritical, + shear_buckling_check_intermediate_stiffener, + shear_buckling_check_tension_field, + tension_field_intermediate_stiffener, + tension_field_end_stiffener, + end_panel_stiffener_calc + ) + SHEAR_CHECKS_AVAILABLE = True +except ImportError as e: + SHEAR_CHECKS_AVAILABLE = False + calc_K_v = None + shear_capacity_laterally_supported_thick_web = None + shear_buckling_check_simple_postcritical = None + shear_buckling_check_intermediate_stiffener = None + shear_buckling_check_tension_field = None + tension_field_intermediate_stiffener = None + tension_field_end_stiffener = None + end_panel_stiffener_calc = None + print(f"Warning: Could not import shear checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.web_buckling import ( + web_buckling_laterally_supported_thick_web + ) + WEB_BUCKLING_AVAILABLE = True +except ImportError as e: + WEB_BUCKLING_AVAILABLE = False + web_buckling_laterally_supported_thick_web = None + print(f"Warning: Could not import web_buckling checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.web_crippling import ( + check_web_crippling + ) + WEB_CRIPPLING_AVAILABLE = True +except ImportError as e: + WEB_CRIPPLING_AVAILABLE = False + check_web_crippling = None + print(f"Warning: Could not import web_crippling checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.deflection import ( + evaluate_deflection_kNm_mm, + deflection_from_moment_kNm_mm + ) + DEFLECTION_CHECKS_AVAILABLE = True +except ImportError as e: + DEFLECTION_CHECKS_AVAILABLE = False + evaluate_deflection_kNm_mm = None + deflection_from_moment_kNm_mm = None + print(f"Warning: Could not import deflection checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.welds import ( + design_welds_with_strength_web_to_flange, + weld_leg_from_q_with_cl10, + weld_for_end_stiffener + ) + WELD_CHECKS_AVAILABLE = True +except ImportError as e: + WELD_CHECKS_AVAILABLE = False + design_welds_with_strength_web_to_flange = None + weld_leg_from_q_with_cl10 = None + weld_for_end_stiffener = None + print(f"Warning: Could not import weld checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks.web_thickness import ( + min_web_thickness_thick_web + ) + WEB_THICKNESS_AVAILABLE = True +except ImportError as e: + WEB_THICKNESS_AVAILABLE = False + min_web_thickness_thick_web = None + print(f"Warning: Could not import web_thickness checks: {e}") + +try: + from osdag_core.design_type.plate_girder.checks import SKIP_DEFLECTION + SKIP_DEFLECTION_AVAILABLE = True +except ImportError as e: + SKIP_DEFLECTION_AVAILABLE = False + SKIP_DEFLECTION = False + print(f"Warning: Could not import SKIP_DEFLECTION: {e}") + + +def verify_imports(): + status = { + 'moment_checks': { + 'available': MOMENT_CHECKS_AVAILABLE, + 'functions': { + 'corrected_design_bending_strength': corrected_design_bending_strength is not None if MOMENT_CHECKS_AVAILABLE else None, + 'moment_capacity_laterally_supported': moment_capacity_laterally_supported is not None if MOMENT_CHECKS_AVAILABLE else None, + 'calc_Mdv': calc_Mdv is not None if MOMENT_CHECKS_AVAILABLE else None, + 'calc_Mdv_lat_unsupported': calc_Mdv_lat_unsupported is not None if MOMENT_CHECKS_AVAILABLE else None, + 'bending_check_lat_unsupported': bending_check_lat_unsupported is not None if MOMENT_CHECKS_AVAILABLE else None, + } + }, + 'shear_checks': { + 'available': SHEAR_CHECKS_AVAILABLE, + 'functions': { + 'calc_K_v': calc_K_v is not None if SHEAR_CHECKS_AVAILABLE else None, + 'shear_capacity_laterally_supported_thick_web': shear_capacity_laterally_supported_thick_web is not None if SHEAR_CHECKS_AVAILABLE else None, + 'shear_buckling_check_simple_postcritical': shear_buckling_check_simple_postcritical is not None if SHEAR_CHECKS_AVAILABLE else None, + 'shear_buckling_check_intermediate_stiffener': shear_buckling_check_intermediate_stiffener is not None if SHEAR_CHECKS_AVAILABLE else None, + 'shear_buckling_check_tension_field': shear_buckling_check_tension_field is not None if SHEAR_CHECKS_AVAILABLE else None, + 'tension_field_intermediate_stiffener': tension_field_intermediate_stiffener is not None if SHEAR_CHECKS_AVAILABLE else None, + 'tension_field_end_stiffener': tension_field_end_stiffener is not None if SHEAR_CHECKS_AVAILABLE else None, + 'end_panel_stiffener_calc': end_panel_stiffener_calc is not None if SHEAR_CHECKS_AVAILABLE else None, + } + }, + 'web_buckling': { + 'available': WEB_BUCKLING_AVAILABLE, + 'functions': { + 'web_buckling_laterally_supported_thick_web': web_buckling_laterally_supported_thick_web is not None if WEB_BUCKLING_AVAILABLE else None, + } + }, + 'web_crippling': { + 'available': WEB_CRIPPLING_AVAILABLE, + 'functions': { + 'check_web_crippling': check_web_crippling is not None if WEB_CRIPPLING_AVAILABLE else None, + } + }, + 'deflection_checks': { + 'available': DEFLECTION_CHECKS_AVAILABLE, + 'functions': { + 'evaluate_deflection_kNm_mm': evaluate_deflection_kNm_mm is not None if DEFLECTION_CHECKS_AVAILABLE else None, + 'deflection_from_moment_kNm_mm': deflection_from_moment_kNm_mm is not None if DEFLECTION_CHECKS_AVAILABLE else None, + } + }, + 'weld_checks': { + 'available': WELD_CHECKS_AVAILABLE, + 'functions': { + 'design_welds_with_strength_web_to_flange': design_welds_with_strength_web_to_flange is not None if WELD_CHECKS_AVAILABLE else None, + 'weld_leg_from_q_with_cl10': weld_leg_from_q_with_cl10 is not None if WELD_CHECKS_AVAILABLE else None, + 'weld_for_end_stiffener': weld_for_end_stiffener is not None if WELD_CHECKS_AVAILABLE else None, + } + }, + 'web_thickness': { + 'available': WEB_THICKNESS_AVAILABLE, + 'functions': { + 'min_web_thickness_thick_web': min_web_thickness_thick_web is not None if WEB_THICKNESS_AVAILABLE else None, + } + }, + 'skip_deflection': { + 'available': SKIP_DEFLECTION_AVAILABLE, + 'value': SKIP_DEFLECTION if SKIP_DEFLECTION_AVAILABLE else None + } + } + return status + + +__all__ = [ + 'corrected_design_bending_strength', + 'moment_capacity_laterally_supported', + 'calc_Mdv', + 'calc_Mdv_lat_unsupported', + 'bending_check_lat_unsupported', + 'calc_K_v', + 'shear_capacity_laterally_supported_thick_web', + 'shear_buckling_check_simple_postcritical', + 'shear_buckling_check_intermediate_stiffener', + 'shear_buckling_check_tension_field', + 'tension_field_intermediate_stiffener', + 'tension_field_end_stiffener', + 'end_panel_stiffener_calc', + 'web_buckling_laterally_supported_thick_web', + 'check_web_crippling', + 'evaluate_deflection_kNm_mm', + 'deflection_from_moment_kNm_mm', + 'design_welds_with_strength_web_to_flange', + 'weld_leg_from_q_with_cl10', + 'weld_for_end_stiffener', + 'min_web_thickness_thick_web', + 'SKIP_DEFLECTION', + 'MOMENT_CHECKS_AVAILABLE', + 'SHEAR_CHECKS_AVAILABLE', + 'WEB_BUCKLING_AVAILABLE', + 'WEB_CRIPPLING_AVAILABLE', + 'DEFLECTION_CHECKS_AVAILABLE', + 'WELD_CHECKS_AVAILABLE', + 'WEB_THICKNESS_AVAILABLE', + 'SKIP_DEFLECTION_AVAILABLE', + 'verify_imports' +] diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/pso_imports.py b/backend/apps/modules/flexure_member/submodules/plate_girder/pso_imports.py new file mode 100644 index 000000000..9a007216b --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/pso_imports.py @@ -0,0 +1,64 @@ +try: + from osdag_core.design_type.plate_girder.core.pso_optimizer import GlobalBestPSO + GLOBAL_BEST_PSO_AVAILABLE = True +except ImportError as e: + GLOBAL_BEST_PSO_AVAILABLE = False + GlobalBestPSO = None + print(f"Warning: Could not import GlobalBestPSO: {e}") + +try: + from osdag_core.design_type.plate_girder.optimization.intelligent_pso import IntelligentPSO + INTELLIGENT_PSO_AVAILABLE = True +except ImportError as e: + INTELLIGENT_PSO_AVAILABLE = False + IntelligentPSO = None + print(f"Warning: Could not import IntelligentPSO: {e}") + +try: + from osdag_core.design_type.plate_girder.core.section import ( + calc_yj, + classify_section, + shear_stress_unsym_I + ) + SECTION_UTILITIES_AVAILABLE = True +except ImportError as e: + SECTION_UTILITIES_AVAILABLE = False + calc_yj = None + classify_section = None + shear_stress_unsym_I = None + print(f"Warning: Could not import section utilities: {e}") + + +def verify_imports(): + status = { + 'global_best_pso': { + 'available': GLOBAL_BEST_PSO_AVAILABLE, + 'class': GlobalBestPSO.__name__ if GLOBAL_BEST_PSO_AVAILABLE else None + }, + 'intelligent_pso': { + 'available': INTELLIGENT_PSO_AVAILABLE, + 'class': IntelligentPSO.__name__ if INTELLIGENT_PSO_AVAILABLE else None + }, + 'section_utilities': { + 'available': SECTION_UTILITIES_AVAILABLE, + 'functions': { + 'calc_yj': calc_yj is not None if SECTION_UTILITIES_AVAILABLE else None, + 'classify_section': classify_section is not None if SECTION_UTILITIES_AVAILABLE else None, + 'shear_stress_unsym_I': shear_stress_unsym_I is not None if SECTION_UTILITIES_AVAILABLE else None + } + } + } + return status + + +__all__ = [ + 'GlobalBestPSO', + 'IntelligentPSO', + 'calc_yj', + 'classify_section', + 'shear_stress_unsym_I', + 'GLOBAL_BEST_PSO_AVAILABLE', + 'INTELLIGENT_PSO_AVAILABLE', + 'SECTION_UTILITIES_AVAILABLE', + 'verify_imports' +] diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/service.py b/backend/apps/modules/flexure_member/submodules/plate_girder/service.py new file mode 100644 index 000000000..626d19f7c --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/service.py @@ -0,0 +1,103 @@ +""" +Plate Girder Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model, create_from_input +from apps.core.models import Material, CustomMaterials +import traceback + + +class PlateGirderService: + """Service class for Plate Girder module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + try: + validate_input(inputs) + output, logs = generate_output(inputs) + + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + + except Exception as e: + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + traceback.print_exc() + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + + @staticmethod + def get_options(request) -> dict: + """ + Get options/dropdowns data for the plate girder module. + + Args: + request: Django request object (for user-specific materials) + + Returns: + Dictionary with options data (materials, thickness lists, etc.) + """ + email = request.query_params.get("email") if request else None + + def material_list(): + mats = list(Material.objects.all().values()) + if email: + mats += list(CustomMaterials.objects.filter(email=email).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + thickness_list = [ + '3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', + '22', '24', '26', '28', '30', '32', '36', '40' + ] + + stiffener_thickness_list = [ + '6', '8', '10', '12', '14', '16', '18', '20', + '22', '24', '26', '28', '30', '32', '36', '40' + ] + + return { + 'materialList': material_list(), + 'thicknessList': thickness_list, + 'stiffenerThicknessList': stiffener_thickness_list, + } + diff --git a/backend/apps/modules/flexure_member/submodules/plate_girder/tasks.py b/backend/apps/modules/flexure_member/submodules/plate_girder/tasks.py new file mode 100644 index 000000000..db10a8c51 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/plate_girder/tasks.py @@ -0,0 +1,432 @@ +""" +Celery task for Plate Girder PSO optimization. + +Runs PlateGirderWelded.optimized_method() inside a Celery worker and streams +progress updates to a WebSocket channel via Django Channels. Task execution +supports `.delay()` with revocation on client disconnect; particle updates are +batched (via DataProcessor) for smooth real-time graph updates on the client. +""" +import time +import json +import logging +import os +import sys +import traceback +from contextlib import contextmanager, redirect_stdout +from typing import Any, Dict, List, Tuple + +from celery import shared_task +from asgiref.sync import async_to_sync +from channels.layers import get_channel_layer +import numpy as np + +# Add project root to sys.path to access osdag_core +project_root = os.path.abspath(os.path.join(os.path.dirname(__file__), "../../../../../../")) +if project_root not in sys.path: + sys.path.append(project_root) + +from osdag_core.design_type.plate_girder.visualization.pso_visualizer import DataProcessor + +from apps.modules.flexure_member.submodules.plate_girder.adapter import ( + create_optimization_input, + determine_optimization_flags, + create_module, +) +from osdag_core.Common import ( + KEY_MATERIAL, KEY_LENGTH, KEY_SHEAR, KEY_MOMENT, KEY_WEB_PHILOSOPHY, + KEY_TOP_FLANGE_THICKNESS_PG, KEY_BOTTOM_FLANGE_THICKNESS_PG, KEY_WEB_THICKNESS_PG +) + +logger = logging.getLogger(__name__) + +SEND_INTERVAL = 0.08 # Stream particle batches at ~12 FPS for responsive UI updates. +MAX_PARTICLES_PER_BATCH = 50 # One full 50-particle swarm per message at most. +HEARTBEAT_INTERVAL = 2.0 # seconds + + +@contextmanager +def _suppress_core_stdout(): + """Prevent verbose core PSO print/log output from blocking realtime streaming.""" + previous_disable_level = logging.root.manager.disable + logging.disable(logging.WARNING) + try: + with open(os.devnull, "w") as devnull, redirect_stdout(devnull): + yield + finally: + logging.disable(previous_disable_level) + + +def _to_output_dict(raw_output: List[List[Any]]) -> Dict[str, Dict[str, Any]]: + """ + Convert PlateGirderWelded.output_values(True) result to a dict. + """ + output: Dict[str, Dict[str, Any]] = {} + for param in raw_output or []: + if len(param) >= 4: + key, label, param_type, value = param[0], param[1], param[2], param[3] + if param_type == "TextBox" and key is not None: + if hasattr(value, "item"): + value = value.item() + output[key] = {"key": key, "label": label, "val": value} + return output + + +def _sanitize_for_channels(obj: Any) -> Any: + """ + Recursively convert objects to msgpack-serializable types. + - numpy scalars -> Python scalars + - numpy arrays -> lists of scalars + """ + if isinstance(obj, dict): + return {k: _sanitize_for_channels(v) for k, v in obj.items()} + if isinstance(obj, list): + return [_sanitize_for_channels(v) for v in obj] + if isinstance(obj, tuple): + return tuple(_sanitize_for_channels(v) for v in obj) + + # Numpy scalar + if isinstance(obj, np.generic): + return obj.item() + + # Numpy array + if isinstance(obj, np.ndarray): + return [_sanitize_for_channels(v) for v in obj.tolist()] + + return obj + + +@shared_task(bind=True, max_retries=3) +def run_pso_optimization(self, channel_name: str, input_data: Dict[str, Any]): + """ + Celery task that runs Plate Girder PSO optimization and streams results + to a WebSocket channel identified by `channel_name`. + """ + # Track statistics for logging + update_count = 0 + throttled_count = 0 + + task_start_time = time.time() + logger.info("=" * 80) + logger.info("PSO Optimization Task STARTED") + logger.info("=" * 80) + logger.info(f"Task ID: {getattr(self.request, 'id', 'local')}") + logger.info(f"Channel: {channel_name}") + logger.info(f"Input keys: {list(input_data.keys())[:10]}...") + + channel_layer = get_channel_layer() + seq = 0 + last_send = 0.0 + last_heartbeat = 0.0 + current_iteration = -1 # Track current iteration + particles_in_batch = 0 + + # Initialize the real-time visualizer data processor + data_processor = DataProcessor() + + def send_update_event(payload: Dict[str, Any]): + nonlocal seq, last_send, update_count, current_iteration, particles_in_batch + seq += 1 + payload["sequence"] = seq + update_count += 1 + current_iteration = payload.get("iteration", current_iteration) + particles_in_batch += len(payload.get("particles") or [payload]) + + try: + async_to_sync(channel_layer.send)( + channel_name, + { + "type": "pso_update", + "data": _sanitize_for_channels(payload), + }, + ) + except Exception as e: + logger.error(f"Failed to send update to channel: {e}") + traceback.print_exc() + + last_send = time.time() + + logger.debug( + f"PSO Update #{update_count} sent | " + f"Iteration: {current_iteration}, " + f"Particles in payload: {len(payload.get('particles') or [payload])}" + ) + + def send_heartbeat_if_needed(): + nonlocal last_heartbeat + now = time.time() + if now - last_heartbeat >= HEARTBEAT_INTERVAL: + async_to_sync(channel_layer.send)( + channel_name, + { + "type": "pso_heartbeat", + "data": { + "sequence": seq + 1, + "status": "alive", + "timestamp": now, + }, + }, + ) + last_heartbeat = now + logger.debug(f"Heartbeat sent | Iteration: {current_iteration}, Updates sent: {update_count}") + + try: + # Build design dictionary and flags + logger.info("Building design dictionary from input data...") + design_dict = create_optimization_input(input_data) + is_thick_web, is_symmetric = determine_optimization_flags(input_data) + + # Log input summary + logger.info("INPUT SUMMARY:") + logger.info(f" Member Length: {input_data.get('Member.Length', 'N/A')} mm") + logger.info(f" Load - Moment: {input_data.get('Load.Moment', 'N/A')} kNm") + logger.info(f" Load - Shear: {input_data.get('Load.Shear', 'N/A')} kN") + logger.info(f" Material: {input_data.get('Material', 'N/A')}") + logger.info(f" Web Philosophy: {input_data.get('Design.Web_Philosophy', 'N/A')}") + logger.info(f" Is Thick Web: {is_thick_web}") + logger.info(f" Is Symmetric: {is_symmetric}") + + logger.info("Creating PlateGirderWelded module...") + module = create_module() + + # Apply custom optimization bounds if provided + from .adapter import apply_optimization_bounds + apply_optimization_bounds(module, input_data) + + # CRITICAL: For optimization, we need to call set_input_values() BUT with scalar + # thickness values, then override the thickness lists for PSO to use. + logger.info("Calling set_input_values with scalar thickness values...") + + scalar_design_dict = design_dict.copy() + scalar_design_dict[KEY_TOP_FLANGE_THICKNESS_PG] = ( + design_dict[KEY_TOP_FLANGE_THICKNESS_PG][0] + if isinstance(design_dict[KEY_TOP_FLANGE_THICKNESS_PG], list) + else design_dict[KEY_TOP_FLANGE_THICKNESS_PG] + ) + scalar_design_dict[KEY_BOTTOM_FLANGE_THICKNESS_PG] = ( + design_dict[KEY_BOTTOM_FLANGE_THICKNESS_PG][0] + if isinstance(design_dict[KEY_BOTTOM_FLANGE_THICKNESS_PG], list) + else design_dict[KEY_BOTTOM_FLANGE_THICKNESS_PG] + ) + scalar_design_dict[KEY_WEB_THICKNESS_PG] = ( + design_dict[KEY_WEB_THICKNESS_PG][0] + if isinstance(design_dict[KEY_WEB_THICKNESS_PG], list) + else design_dict[KEY_WEB_THICKNESS_PG] + ) + + # Call set_input_values with scalar values to initialize all attributes + # (suppress verbose core stdout so realtime streaming stays responsive) + with _suppress_core_stdout(): + module.set_input_values(scalar_design_dict) + + # Now override the thickness lists for PSO optimization + logger.info("Overriding thickness lists for PSO optimization...") + module.top_flange_thickness_list = design_dict[KEY_TOP_FLANGE_THICKNESS_PG] + module.bottom_flange_thickness_list = design_dict[KEY_BOTTOM_FLANGE_THICKNESS_PG] + module.web_thickness_list = design_dict[KEY_WEB_THICKNESS_PG] + + # Import stiffener thickness keys + from osdag_core.Common import ( + KEY_IntermediateStiffener_thickness_val, + KEY_LongitudnalStiffener_thickness_val, + ) + + # Override stiffener thickness lists + module.int_thickness_list = design_dict.get(KEY_IntermediateStiffener_thickness_val, []) + module.long_thickness_list = design_dict.get(KEY_LongitudnalStiffener_thickness_val, []) + + logger.info(f" Top flange thicknesses: {module.top_flange_thickness_list}") + logger.info(f" Bottom flange thicknesses: {module.bottom_flange_thickness_list}") + logger.info(f" Web thicknesses: {module.web_thickness_list}") + logger.info(f" Intermediate stiffener thicknesses: {module.int_thickness_list}") + logger.info(f" Longitudinal stiffener thicknesses: {module.long_thickness_list}") + + # Log initial bounds (if available from module) + if hasattr(module, 'bounds_map'): + logger.info("OPTIMIZATION BOUNDS:") + for var, bounds in module.bounds_map.items(): + if len(bounds) >= 2: + logger.info(f" {var}: [{bounds[0]}, {bounds[1]}]" + + (f" step={bounds[2]}" if len(bounds) > 2 else "")) + + # Particle buffer for batched sending (smooths real-time graph updates) + particle_buffer = [] + + # Progress callback from optimized_method + def viz_callback(depth, ur, weight_kg, iteration, particle_idx, position, variable_list, lb, ub): + nonlocal last_send, throttled_count, current_iteration + now = time.time() + + # Create particle data object + particle_data = { + "iteration": iteration, + "particle_index": particle_idx, + "depth": depth, + "ur": ur, + "weight_kg": weight_kg, + "variables": position, + "variable_names": variable_list, + "bounds": {"lb": lb, "ub": ub}, + "plot_image": None, + } + + # Update the data processor for server-side state (if needed) + data_processor.add_particle_data( + depth, ur, weight_kg, iteration, particle_idx, + position=position, variables=variable_list, lb=lb, ub=ub + ) + + # Add to buffer + particle_buffer.append(particle_data) + + if ( + update_count == 0 + or now - last_send >= SEND_INTERVAL + or len(particle_buffer) >= MAX_PARTICLES_PER_BATCH + ): + # Send every computed particle, but coalesce them into frame-sized + # batches so the browser is not asked to redraw once per particle. + if particle_buffer: + send_update_event({ + "iteration": iteration, + "batch": True, + "particles": list(particle_buffer), + }) + particle_buffer.clear() + last_send = now + current_iteration = iteration + else: + throttled_count += 1 + + send_heartbeat_if_needed() + + # Run optimization + logger.info("Starting PSO optimization...") + logger.info(f" PSO Type: {'IntelligentPSO' if getattr(module, 'use_intelligent_pso', False) else 'GlobalBestPSO'}") + logger.info(f" Max Iterations: 100 (hardcoded in optimized_method)") + logger.info(f" Particles: 50 (hardcoded in optimized_method)") + optimization_start = time.time() + + logger.debug("Calling module.optimized_method...") + with _suppress_core_stdout(): + result = module.optimized_method( + design_dict, + is_thick_web=is_thick_web, + is_symmetric=is_symmetric, + viz_callback=viz_callback, + ) + logger.debug("Optimization finished with result: %s", result is not None) + + # Flush any particles that were still buffered when optimization ended. + if particle_buffer: + send_update_event({ + "iteration": current_iteration, + "batch": True, + "particles": list(particle_buffer), + }) + particle_buffer.clear() + + optimization_duration = time.time() - optimization_start + logger.info(f"PSO optimization completed in {optimization_duration:.2f} seconds") + logger.info(f" Final Iteration: {current_iteration}") + logger.info(f" Total Updates Sent: {update_count}") + logger.info(f" Throttled (dropped): {throttled_count}") + logger.info(f" PSO Result: {result}") + + # Prepare final output + logger.info("Preparing final output...") + with _suppress_core_stdout(): + raw_output = module.output_values(True) + output = _to_output_dict(raw_output) + + logger.info(f" Output parameters: {len(output)}") + logger.info(" Key outputs:") + for key in list(output.keys())[:5]: # Log first 5 output keys + logger.info(f" - {key}: {output[key].get('val', 'N/A')}") + + # Generate CAD for the optimized section (the module now holds the + # optimized dimensions). Best-effort: never fail the run over CAD. + # The frontend renders a base64 STL data URI (same as the /cad flow), + # so read the generated STL and encode it ā€” not the raw file path. + cad_paths = {} + try: + import base64 as _b64 + from apps.modules.flexure_member.submodules.plate_girder.adapter import ( + build_plate_girder_cad, + ) + cad_session = f"pso_{getattr(self.request, 'id', 'local')}" + for cad_section in ("Model", "Web", "Top Flange", "Bottom Flange", "Stiffeners"): + try: + rel_path = build_plate_girder_cad(module, cad_section, cad_session) + if not rel_path: + continue + abs_path = os.path.join(os.getcwd(), rel_path) + stl_path = abs_path.replace(".brep", ".stl") + src = stl_path if os.path.exists(stl_path) else abs_path + with open(src, "rb") as fh: + b64 = _b64.b64encode(fh.read()).decode("ascii") + cad_paths[cad_section] = f"data:application/octet-stream;base64,{b64}" + except Exception as cad_e: + logger.warning(f"CAD generation for '{cad_section}' failed: {cad_e}") + logger.info(f"Optimized CAD sections generated: {list(cad_paths.keys())}") + except Exception as cad_outer: + logger.warning(f"CAD generation skipped: {cad_outer}") + + # Final completion message + seq += 1 + async_to_sync(channel_layer.send)( + channel_name, + { + "type": "pso_complete", + "data": { + "sequence": seq, + "cad_paths": cad_paths, + "result": _sanitize_for_channels( + { + "design": output, + "raw": raw_output, + "pso_result": result, + } + ), + }, + }, + ) + + total_duration = time.time() - task_start_time + logger.info("=" * 80) + logger.info("PSO Optimization Task COMPLETED") + logger.info("=" * 80) + logger.info(f"Total Duration: {total_duration:.2f} seconds") + logger.info(f"Optimization Duration: {optimization_duration:.2f} seconds") + logger.info(f"Total Updates Sent: {update_count}") + logger.info(f"Throttled Updates: {throttled_count}") + logger.info(f"Final Sequence Number: {seq}") + logger.info("=" * 80) + + except Exception as e: + total_duration = time.time() - task_start_time + error_traceback = traceback.format_exc() + + logger.error("=" * 80) + logger.error("PSO Optimization Task FAILED") + logger.error("=" * 80) + logger.error(f"Task ID: {getattr(self.request, 'id', 'local')}") + logger.error(f"Channel: {channel_name}") + logger.error(f"Duration before failure: {total_duration:.2f} seconds") + logger.error(f"Exception Type: {type(e).__name__}") + logger.error(f"Exception Message: {str(e)}") + logger.error("Full Traceback:") + logger.error(error_traceback) + logger.error("=" * 80) + + async_to_sync(channel_layer.send)( + channel_name, + { + "type": "pso_error", + "data": { + "sequence": seq + 1, + "message": str(e), + "traceback": error_traceback, + }, + }, + ) + raise diff --git a/backend/apps/modules/flexure_member/submodules/purlin/__init__.py b/backend/apps/modules/flexure_member/submodules/purlin/__init__.py new file mode 100644 index 000000000..06b39e2c1 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/purlin/__init__.py @@ -0,0 +1,7 @@ +""" +Purlin Sub-module +""" + +MODULE_ID = "Purlin" + +from .service import PurlinService as Service \ No newline at end of file diff --git a/backend/apps/modules/flexure_member/submodules/purlin/adapter.py b/backend/apps/modules/flexure_member/submodules/purlin/adapter.py new file mode 100644 index 000000000..f719a0ea1 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/purlin/adapter.py @@ -0,0 +1,501 @@ +""" +Purlin Adapter +Implements the business logic for the Purlin flexure module. +""" +from backend.apps.modules.simple_connection.shared import setup_for_cad +from osdag_core.Common import KEY_DISP_FLEXURE4 +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRepTools import breptools_Write +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.flexural_member.flexure_purlin import Flexure_Purlin +import sys +import os +from typing import Dict, Any, List +import json +import traceback +from apps.core.utils import write_stl + + +def get_required_keys() -> List[str]: + """ + Return all required input parameters for Purlin module. + Keys must match frontend buildSubmissionParams(). + """ + return [ + "Module", # KEY_MODULE + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Cladding.type", # KEY_CLADDING + + "Load.Moment_YY", + "Load.Moment_ZZ", + + "Load.Shear.YY", + "Load.Shear.ZZ", + + "Member.Length", + + "Torsion.restraint", # KEY_TORSIONAL_RES + "Warping.restraint", # KEY_WARPING_RES + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """ + Validate presence and type of required inputs for Purlin module. + Accepts frontend-style keys directly. + """ + pass + + +def _create_purlin_module() -> Flexure_Purlin: + """Create and initialize a Flexure_Purlin instance with a working logger.""" + module = Flexure_Purlin() + module.set_osdaglogger(None, id="web") + return module + + +def _validate_and_fix_sections(sec_profile: str, sec_size: list) -> tuple: + """ + Validate section designations against the actual database table for the given + profile type. If any designation is not found in the declared table, attempt to + find the correct table and return a corrected (sec_profile, sec_size) tuple. + + This prevents 'NoneType' crashes inside ISection when a wrong profile type is + sent from the frontend (e.g., 'JB 150' with profile 'Channels'). + """ + import sqlite3 + from osdag_core.Common import PATH_TO_DATABASE, VALUES_SECTYPE + + # Map sec_profile string to the DB table name to validate against + CHANNEL_PROFILE = VALUES_SECTYPE[6] # 'Channels' + ISEC_PROFILE = VALUES_SECTYPE[1] # 'Beams and Columns' + + profile_table_map = { + CHANNEL_PROFILE: "Channels", + } + + target_table = profile_table_map.get(sec_profile) + if target_table is None: + # Profile is Beams/Columns or unknown ā€” core handles it fine already + return sec_profile, sec_size + + try: + conn = sqlite3.connect(str(PATH_TO_DATABASE)) + cur = conn.cursor() + + validated = [] + corrected_profile = sec_profile + + for designation in sec_size: + designation = designation.strip("'") + + # Check in the declared table + cur.execute(f"SELECT Designation FROM {target_table} WHERE Designation = ?", (designation,)) + if cur.fetchone(): + validated.append(designation) + continue + + # Not found ā€” check Beams + cur.execute("SELECT Designation FROM Beams WHERE Designation = ?", (designation,)) + if cur.fetchone(): + print(f"[purlin adapter] '{designation}' not in '{target_table}', correcting profile to '{ISEC_PROFILE}'") + corrected_profile = ISEC_PROFILE + validated.append(designation) + continue + + # Check Columns + cur.execute("SELECT Designation FROM Columns WHERE Designation = ?", (designation,)) + if cur.fetchone(): + print(f"[purlin adapter] '{designation}' not in '{target_table}', correcting profile to '{ISEC_PROFILE}'") + corrected_profile = ISEC_PROFILE + validated.append(designation) + continue + + print(f"[purlin adapter] WARNING: '{designation}' not found in any known table. Skipping.") + + conn.close() + + if not validated: + print(f"[purlin adapter] No valid sections found after validation; keeping originals.") + return sec_profile, sec_size + + return corrected_profile, validated + + except Exception as e: + print(f"[purlin adapter] Section validation failed ({e}); proceeding with original values.") + return sec_profile, sec_size + + +def create_from_input(input_values: dict): + """ + Robust input adapter for Purlin. + This function GUARANTEES all keys required by flexure_purlin.set_input_values() + are present, even if frontend does not send them. + """ + + from osdag_core.Common import ( + KEY_MODULE, + KEY_SEC_PROFILE, + KEY_SECSIZE, + KEY_LENGTH, + KEY_LENGTH_OVERWRITE, + KEY_MOMENT_YY, + KEY_MOMENT_ZZ, + KEY_SHEAR_YY, + KEY_SHEAR_ZZ, + KEY_CLADDING, + KEY_TORSIONAL_RES, + KEY_WARPING_RES, + KEY_MATERIAL, + KEY_SEC_MATERIAL, + KEY_EFFECTIVE_AREA_PARA, + KEY_ALLOW_CLASS, + KEY_BEARING_LENGTH, + ) + + # Create and initialize module WITH logger set up BEFORE set_input_values + module = _create_purlin_module() + + # ------------------------------- + # SECTION PROFILE (MANDATORY) + # ------------------------------- + sec_profile = ( + input_values.get("Member.Profile") + or input_values.get("section_profile") + or input_values.get("Section.Profile") + ) + + if not sec_profile: + raise ValueError("Section profile not received from frontend.") + + # ------------------------------- + # SECTION SIZE (OPTIONAL ā†’ DEFAULT) + # ------------------------------- + sec_size = ( + input_values.get("Member.Designation") + or input_values.get("section_designation") + or input_values.get("Section.Size") + or ["ISMC 75"] + ) + + if isinstance(sec_size, str): + # Try parsing as JSON array + try: + sec_size = json.loads(sec_size) + except Exception: + sec_size = [sec_size] + + if not isinstance(sec_size, list) or not sec_size: + sec_size = ["ISMC 75"] + + # ------------------------------- + # VALIDATE sections against DB ā€” fix profile/section mismatches before + # they reach the core (prevents 'NoneType' from ISection DB lookup) + # ------------------------------- + sec_profile, sec_size = _validate_and_fix_sections(sec_profile, sec_size) + + # ------------------------------- + # MEMBER LENGTH (OPTIONAL ā†’ DEFAULT) + # ------------------------------- + length = ( + input_values.get("Member.Length") + or input_values.get("effective_span") + or 5000.0 + ) + + # ------------------------------- + # LOADS (OPTIONAL ā†’ ZERO) + # ------------------------------- + moment_yy = ( + input_values.get("Load.Moment_YY") + or input_values.get("Load.Moment.YY") + or input_values.get("bending_moment_yy") + or 0.0 + ) + + moment_zz = ( + input_values.get("Load.Moment_ZZ") + or input_values.get("Load.Moment.ZZ") + or input_values.get("bending_moment_zz") + or 0.0 + ) + + shear_yy = ( + input_values.get("Load.Shear.YY") + or input_values.get("shear_force_yy") + or 0.0 + ) + + shear_zz = ( + input_values.get("Load.Shear.ZZ") + or input_values.get("shear_force_zz") + or 0.0 + ) + + # ------------------------------- + # CLADDING (OPTIONAL ā†’ DEFAULT) + # ------------------------------- + cladding = ( + input_values.get("Cladding.type") + or input_values.get("Cladding.Type") + or input_values.get("cladding_type") + or "Brittle Cladding" + ) + + # ------------------------------- + # RESTRAINTS (OPTIONAL ā†’ DEFAULT) + # Purlin module uses KEY_TORSIONAL_RES = 'Torsion.restraint' + # and KEY_WARPING_RES = 'Warping.restraint' + # ------------------------------- + torsional = ( + input_values.get("Torsion.restraint") + or input_values.get("torsional_restraint") + or "Yes" + ) + + warping = ( + input_values.get("Warping.restraint") + or input_values.get("warping_restraint") + or "Yes" + ) + + # ------------------------------- + # MATERIAL (OPTIONAL ā†’ DEFAULT) + # ------------------------------- + material = ( + input_values.get("Material") + or input_values.get("material") + or "E 250 (Fe 410 W)A" + ) + + sec_material = ( + input_values.get("Member.Material") + or input_values.get("sec_material") + or material + ) + + # ------------------------------- + # DESIGN PREFERENCES (OPTIONAL ā†’ DEFAULTS matching get_values_for_design_pref) + # ------------------------------- + effective_area_para = float( + input_values.get("Effective.Area_Para") + or input_values.get("effective_area_para") + or 1.0 + ) + + allow_class = ( + input_values.get("Optimum.Class") + or input_values.get("allow_class") + or "Yes" + ) + + bearing_length = ( + input_values.get("Bearing.Length") + or input_values.get("bearing_length") + or "NA" + ) + + # ------------------------------- + # FINAL DESIGN DICTIONARY + # All keys use the exact constant values from osdag_core.Common + # ------------------------------- + design_dict = { + KEY_MODULE: "Purlin", + KEY_SEC_PROFILE: sec_profile, + KEY_SECSIZE: sec_size, + KEY_LENGTH: float(length), + KEY_LENGTH_OVERWRITE: float(length), + KEY_MOMENT_YY: float(moment_yy), + KEY_MOMENT_ZZ: float(moment_zz), + KEY_SHEAR_YY: float(shear_yy), + KEY_SHEAR_ZZ: float(shear_zz), + KEY_CLADDING: cladding, + KEY_TORSIONAL_RES: torsional, + KEY_WARPING_RES: warping, + KEY_MATERIAL: material, + KEY_SEC_MATERIAL: sec_material, + KEY_EFFECTIVE_AREA_PARA: effective_area_para, + KEY_ALLOW_CLASS: allow_class, + KEY_BEARING_LENGTH: bearing_length, + } + + module.set_input_values(design_dict) + return module + + +def generate_output(input_values: Dict[str, Any]): + """ + Generate formatted output for Purlin Module. + """ + + from osdag_core.custom_logger import CustomLogger + + output = {} + logs = [] + + try: + # ----------------------------- + # Create module (logger is initialized inside _create_purlin_module) + # ----------------------------- + module = create_from_input(input_values) + + raw_output = [] + + # Collect available output sections + for method_name in [ + "spacing", + "output_values", + "detail", + "detailing", + ]: + if hasattr(module, method_name): + method = getattr(module, method_name) + result = method(True) + if result: + raw_output += result + + # ----------------------------- + # Collect Logs + # ----------------------------- + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + # ----------------------------- + # Format Output + # ----------------------------- + for param in raw_output: + if not param or len(param) < 4: + continue + + key, label, field_type, value = param[:4] + + if field_type == "TextBox": + if hasattr(value, "item"): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + + print(f"[Purlin] Generated {len(output)} output fields") + print(f"[Purlin] Retrieved {len(logs)} logs") + + except Exception as e: + print("Error in Purlin generate_output:", str(e)) + print(traceback.format_exc()) + + # print(f"[Purlin] Final Output : {output}") + # sys.exit() + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """ + Generate CAD model for Purlin. + Returns relative BREP file path. + """ + + if section not in ("Model",): + raise InvalidInputTypeError("section", "'Model'") + + # ------------------------------------ + # Create module from inputs + # (logger is initialized inside _create_purlin_module via create_from_input) + # ------------------------------------ + try: + module = create_from_input(input_values) + except Exception: + traceback.print_exc() + return "" + + module.module = KEY_DISP_FLEXURE4 + module.mainmodule = "Flexure Member" + + # ------------------------------------ + # Initialize CAD logic + # ------------------------------------ + try: + cld = CommonDesignLogic(None, None, "", KEY_DISP_FLEXURE4, module.mainmodule) + setup_for_cad(cld, module) + + # IMPORTANT: attach module + cld.module_object = module + + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Call Purlin CAD + # ------------------------------------ + try: + purlin_shape = cld.createPurlin() + except Exception: + traceback.print_exc() + return "" + + if purlin_shape is None: + print("No shape returned from createPurlin()") + return "" + + # ------------------------------------ + # Wrap into compound (for consistency) + # ------------------------------------ + try: + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + builder.Add(compound, purlin_shape) + + model = compound + + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Ensure directory exists + # ------------------------------------ + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_{section}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + full_path = os.path.join(os.getcwd(), file_path) + + # ------------------------------------ + # Write BREP + # ------------------------------------ + try: + breptools_Write(model, full_path) + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Write STL (optional) + # ------------------------------------ + try: + stl_path = full_path.replace(".brep", ".stl") + write_stl(model, stl_path) + except Exception as stle: + print("STL write warning:", stle) + + return file_path diff --git a/backend/apps/modules/flexure_member/submodules/purlin/service.py b/backend/apps/modules/flexure_member/submodules/purlin/service.py new file mode 100644 index 000000000..91d87749e --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/purlin/service.py @@ -0,0 +1,51 @@ +""" +Purlin Service - Business logic layer +Bridges between API and osdag_core +""" + +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class PurlinService: + """Service class for Purlin module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + + print("=" * 60) + print("PurlinService.calculate() called") + print("=" * 60) + + try: + validate_input(inputs) + + output, logs = generate_output(inputs) + + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + + except Exception as e: + + error_msg = str(e) + + if hasattr(e, 'error') and e.error: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + traceback.print_exc() + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + return create_cad_model(inputs, section, session) \ No newline at end of file diff --git a/backend/apps/modules/flexure_member/submodules/simply_supported_beam/__init__.py b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/__init__.py new file mode 100644 index 000000000..0b7f72a60 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/__init__.py @@ -0,0 +1,6 @@ +""" +Simply Supported Beam Sub-module +""" +MODULE_ID = "Simply-Supported-Beam" +from .service import SimplySupportedBeamService as Service + diff --git a/backend/apps/modules/flexure_member/submodules/simply_supported_beam/adapter.py b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/adapter.py new file mode 100644 index 000000000..239e643ad --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/adapter.py @@ -0,0 +1,284 @@ +""" +Simply Supported Beam Adapter +Implements the business logic directly (not re-exporting from osdag_api) +""" +from backend.apps.modules.simple_connection.shared import setup_for_cad +from osdag_core.Common import KEY_DISP_FLEXURE +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRepTools import breptools_Write +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.flexural_member.flexure import Flexure +import sys +import os +from typing import Dict, Any, List +import json +import traceback +from apps.core.utils import write_stl + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Module", # KEY_MODULE + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Design.Design_Method", # KEY_DESIGN_TYPE_FLEXURE + "Optimum.Class", # KEY_ALLOW_CLASS + "Effective.Area_Para", # KEY_EFFECTIVE_AREA_PARA + "Length.Overwrite", # KEY_LENGTH_OVERWRITE + "Bearing.Length", # KEY_BEARING_LENGTH + "Load.Shear", # KEY_SHEAR + "Load.Moment", # KEY_MOMENT + "Member.Length", # KEY_LENGTH + "Flexure.Type", # KEY_SUPPORT + "Torsion.restraint", # KEY_TORSIONAL_RES + "Warping.restraint", # KEY_WARPING_RES + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + +def create_module() -> Flexure: + """Create an instance of the Flexure module design class and set it up for use""" + module = Flexure() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Flexure: + """Create an instance of the Flexure module design class from input values.""" + module = create_module() + + # Handle array conversion for Member.Designation + member_designation = input_values.get('Member.Designation', '') + if isinstance(member_designation, str): + if member_designation == '[]': + member_designation = [] + elif member_designation.startswith('[') and member_designation.endswith(']'): + # Try to parse as JSON array + try: + member_designation = json.loads(member_designation) + except: + member_designation = [member_designation] # Fallback to single item array + elif not isinstance(member_designation, list): + member_designation = [str(member_designation)] + + # Validate that section designations are provided + if not member_designation or member_designation == []: + print(f"ERROR: No section designations provided! Frontend should populate this from beamList/columnList.") + member_designation = [] + + # Map input_values to exact keys expected by Flexure.set_input_values + design_dict = { + 'Module': input_values.get('Module', 'Simply-Supported-Beam'), + 'Member.Profile': input_values.get('Member.Profile', ''), + 'Member.Designation': member_designation, # Use processed array + 'Material': input_values.get('Material', ''), + 'Member.Material': input_values.get('Member.Material', ''), + 'Flexure.Type': input_values.get('Flexure.Type', 'Major Laterally Supported'), + 'Optimum.Class': input_values.get('Optimum.Class', ''), + 'Effective.Area_Para': input_values.get('Effective.Area_Para', ''), + 'Length.Overwrite': input_values.get('Length.Overwrite', ''), + 'Bearing.Length': input_values.get('Bearing.Length', ''), + 'Load.Shear': input_values.get('Load.Shear', ''), + 'Load.Moment': input_values.get('Load.Moment', ''), + 'Member.Length': input_values.get('Member.Length', ''), + 'Flexure.Support': input_values.get('Flexure.Support', ''), + 'Torsion.restraint': input_values.get('Torsion.restraint', ''), + 'Warping.restraint': input_values.get('Warping.restraint', ''), + 'Loading.Condition': 'Normal', # Default loading condition for simply supported beams + } + + module.set_input_values(design_dict) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return formatted output for Flexure Members + (Simply Supported Beam / Cantilever Beam). + """ + + import traceback + from osdag_core.custom_logger import CustomLogger + + output = {} + logs = [] + + try: + # ------------------------------------ + # Create module from inputs + # ------------------------------------ + module = create_from_input(input_values) + + # ------------------------------------ + # Collect all output sections safely + # ------------------------------------ + raw_output = [] + + if hasattr(module, "spacing"): + raw_output += module.spacing(True) or [] + + if hasattr(module, "output_values"): + raw_output += module.output_values(True) or [] + + # Optional sections (if exist) + if hasattr(module, "detail"): + raw_output += module.detail(True) or [] + + if hasattr(module, "detailing"): + raw_output += module.detailing(True) or [] + + # ------------------------------------ + # Collect logs properly + # ------------------------------------ + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + # ------------------------------------ + # Format Output Fields + # ------------------------------------ + for param in raw_output: + if not param or len(param) < 4: + continue + + if param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + + # Convert numpy values safely + if hasattr(value, "item"): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + + print(f"[generate_output] Generated {len(output)} fields") + print(f"[generate_output] Retrieved {len(logs)} logs") + + except Exception as e: + print("Error in generate_output:", str(e)) + print(traceback.format_exc()) + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """ + Generate CAD model for Simply Supported Beam. + Returns relative BREP file path. + """ + + if section not in ("Model", "Beam"): + raise InvalidInputTypeError("section", "'Model' or 'Beam'") + + # ------------------------------------ + # Create module from inputs + # ------------------------------------ + module = create_from_input(input_values) + + from osdag_core.Common import KEY_DISP_FLEXURE + module.module = KEY_DISP_FLEXURE + module.mainmodule = "Flexure Member" + + # ------------------------------------ + # Initialize CAD logic + # ------------------------------------ + try: + cld = CommonDesignLogic(None, None, "", KEY_DISP_FLEXURE, module.mainmodule) + setup_for_cad(cld, module) + + # IMPORTANT: attach module + cld.module_object = module + + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Directly call Simply Supported CAD + # ------------------------------------ + try: + components = cld.createSimplySupportedBeam() + except Exception: + traceback.print_exc() + return "" + + if not components: + print("No components returned from createSimplySupportedBeam()") + return "" + + # ------------------------------------ + # Combine shapes into single compound + # ------------------------------------ + try: + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for shape in components.values(): + if shape is not None: + builder.Add(compound, shape) + + model = compound + + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Ensure directory exists + # ------------------------------------ + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_{section}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + full_path = os.path.join(os.getcwd(), file_path) + + # ------------------------------------ + # Write BREP + # ------------------------------------ + try: + breptools_Write(model, full_path) + except Exception: + traceback.print_exc() + return "" + + # ------------------------------------ + # Write STL (optional) + # ------------------------------------ + try: + stl_path = full_path.replace(".brep", ".stl") + write_stl(model, stl_path) + except Exception as stle: + print("STL write warning:", stle) + + return file_path diff --git a/backend/apps/modules/flexure_member/submodules/simply_supported_beam/service.py b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/service.py new file mode 100644 index 000000000..49ff58580 --- /dev/null +++ b/backend/apps/modules/flexure_member/submodules/simply_supported_beam/service.py @@ -0,0 +1,94 @@ +""" +Simply Supported Beam Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class SimplySupportedBeamService: + """Service class for Simply-Supported-Beam module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("SimplySupportedBeamService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in SimplySupportedBeamService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate (if applicable) + session: Session identifier for file naming + + Returns: + File path to the generated CAD model (or empty string if not implemented) + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/flexure_member/urls.py b/backend/apps/modules/flexure_member/urls.py new file mode 100644 index 000000000..6987779e3 --- /dev/null +++ b/backend/apps/modules/flexure_member/urls.py @@ -0,0 +1,12 @@ +""" +Flexure Member URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import FlexureMemberViewSet + +router = DefaultRouter() +router.register(r'', FlexureMemberViewSet, basename='flexure-member') + +urlpatterns = router.urls + diff --git a/backend/apps/modules/flexure_member/views.py b/backend/apps/modules/flexure_member/views.py new file mode 100644 index 000000000..b9c112a89 --- /dev/null +++ b/backend/apps/modules/flexure_member/views.py @@ -0,0 +1,198 @@ +""" +Flexure Member ViewSet - Routes to sub-module services +Uses URL slug (not POST body) to find the correct service +Handles guest mode and optional project_id saving +""" +from rest_framework import viewsets +from rest_framework.decorators import action +from rest_framework.response import Response +from rest_framework.permissions import AllowAny +from .registry import FlexureMemberRegistry +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from rest_framework import status +from apps.core.models import Columns, Beams, Material, CustomMaterials +from apps.sections.options_merge import merge_user_sections_into_options + + +# Mapping from flexure-member submodule slug to legacy report module_id +FLEXURE_REPORT_MODULE_ID_MAP = { + "simply-supported-beam": "Simply-Supported-Beam", + "purlin": "Purlin", + "on-cantilever": "On-Cantilever-Beam", + "plate-girder": "Plate-Girder", +} + + +class FlexureMemberViewSet(viewsets.ViewSet): + """ + Generic ViewSet that routes to specific sub-module services based on URL slug. + Supports guest mode and optional project_id saving for authenticated users. + """ + permission_classes = [AllowAny] # Allow both authenticated and guest users + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/flexure-member/{submodule_slug}/design/ + Asynchronously runs calculation task. + """ + ServiceClass = FlexureMemberRegistry.get_service_by_slug(submodule_slug) + return trigger_async_design('flexure-member', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/flexure-member/{submodule_slug}/options/ + + Returns dropdown/options data for flexural sub-modules. + """ + slug = submodule_slug + + # ---- Common Helpers ---- # + + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def beam_list(): + return list(Beams.objects.values_list('Designation', flat=True)) + + def column_list(): + return list(Columns.objects.values_list('Designation', flat=True)) + + support_types = [ + {'value': 'Laterally Supported', 'label': 'Laterally Supported'}, + {'value': 'Laterally Unsupported', 'label': 'Laterally Unsupported'} + ] + + restraint_types = [ + {'value': 'Fixed', 'label': 'Fixed'}, + {'value': 'Free', 'label': 'Free'} + ] + + allowable_class_list = [ + 'Plastic', + 'Compact', + 'Semi-Compact', + 'Slender' + ] + + design_methods = [ + {'value': 'Limit State Design', 'label': 'Limit State Design'} + ] + + try: + # ------------------------------- + # Simply Supported Beam + # ------------------------------- + if slug == 'simply-supported-beam': + data = { + 'beamList': beam_list(), + 'columnList': column_list(), # Optional if profile switch supported + 'sectionProfileList': ["Beams and Columns"], + 'materialList': material_list(), + 'designMethodList': design_methods, + 'supportTypeList': support_types, + 'torsionalRestraintList': restraint_types, + 'warpingRestraintList': restraint_types, + 'allowableClassList': allowable_class_list + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + if slug == 'purlin': + data = { + 'beamList': beam_list(), + 'columnList': column_list(), + 'sectionProfileList': ["Beams and Columns"], + 'materialList': material_list(), + 'designMethodList': design_methods, + 'supportTypeList': support_types, + 'torsionalRestraintList': restraint_types, + 'warpingRestraintList': restraint_types, + 'allowableClassList': allowable_class_list + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + if slug == 'on-cantilever': + cantilever_support_types = [ + {'value': 'Major Laterally Supported', 'label': 'Major Laterally Supported'}, + {'value': 'Minor Laterally Unsupported', 'label': 'Minor Laterally Unsupported'}, + {'value': 'Major Laterally Unsupported', 'label': 'Major Laterally Unsupported'}, + ] + support_restraint_list = [ + {'value': 'Continuous, with lateral restraint to top flange', 'label': 'Continuous, with lateral restraint to top flange'}, + {'value': 'Continuous, with partial torsional restraint', 'label': 'Continuous, with partial torsional restraint'}, + {'value': 'Continuous, with lateral and torsional restraint', 'label': 'Continuous, with lateral and torsional restraint'}, + {'value': 'Restrained laterally, torsionally and against rotation on flange', 'label': 'Restrained laterally, torsionally and against rotation on flange'}, + ] + top_restraint_list = [ + {'value': 'Free', 'label': 'Free'}, + {'value': 'Lateral restraint to top flange', 'label': 'Lateral restraint to top flange'}, + {'value': 'Torsional restraint', 'label': 'Torsional restraint'}, + {'value': 'Lateral and Torsional restraint', 'label': 'Lateral and Torsional restraint'}, + ] + data = { + 'beamList': beam_list(), + 'columnList': column_list(), + 'sectionProfileList': ["Beams and Columns"], + 'materialList': material_list(), + 'designMethodList': design_methods, + 'supportTypeList': cantilever_support_types, + 'supportRestraintList': support_restraint_list, + 'topRestraintList': top_restraint_list, + 'allowableClassList': allowable_class_list + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + if slug == 'plate-girder': + # Delegate to the plate girder service which provides + # material list + plate/stiffener thickness lists for PSO. + ServiceClass = FlexureMemberRegistry.get_service_by_slug(slug) + if ServiceClass and hasattr(ServiceClass, 'get_options'): + data = ServiceClass.get_options(request) + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + return Response( + {'error': f'Sub-module {slug} not found'}, + status=status.HTTP_404_NOT_FOUND + ) + + except Exception as e: + return Response( + {'error': str(e)}, + status=status.HTTP_500_INTERNAL_SERVER_ERROR + ) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/flexure-member/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + ServiceClass = FlexureMemberRegistry.get_service_by_slug(submodule_slug) + return trigger_async_cad('flexure-member', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/flexure-member/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + return trigger_async_report('flexure-member', submodule_slug, FLEXURE_REPORT_MODULE_ID_MAP, request) diff --git a/backend/apps/modules/moment_connection/__init__.py b/backend/apps/modules/moment_connection/__init__.py new file mode 100644 index 000000000..8580bd09c --- /dev/null +++ b/backend/apps/modules/moment_connection/__init__.py @@ -0,0 +1,2 @@ +# Moment Connection module package + diff --git a/backend/apps/modules/moment_connection/apps.py b/backend/apps/modules/moment_connection/apps.py new file mode 100644 index 000000000..ff8c1e20b --- /dev/null +++ b/backend/apps/modules/moment_connection/apps.py @@ -0,0 +1,7 @@ +from django.apps import AppConfig + + +class MomentConnectionConfig(AppConfig): + default_auto_field = 'django.db.models.BigAutoField' + name = 'apps.modules.moment_connection' + diff --git a/backend/apps/modules/moment_connection/registry.py b/backend/apps/modules/moment_connection/registry.py new file mode 100644 index 000000000..8cff3256e --- /dev/null +++ b/backend/apps/modules/moment_connection/registry.py @@ -0,0 +1,18 @@ +""" +Moment Connection Registry - Auto-discovers sub-modules +Inherits from BaseModuleRegistry (DRY principle) +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class MomentConnectionRegistry(BaseModuleRegistry): + """Registry for moment connection sub-modules""" + pass + + +# Auto-discover sub-modules +_package_name = 'apps.modules.moment_connection.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +MomentConnectionRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/moment_connection/shared.py b/backend/apps/modules/moment_connection/shared.py new file mode 100644 index 000000000..de7f1f55c --- /dev/null +++ b/backend/apps/modules/moment_connection/shared.py @@ -0,0 +1,55 @@ +""" +Shared utilities for moment connection modules +""" +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Display.backend import * +from osdag_core.Common import * + + +def setup_for_cad(cdl: CommonDesignLogic, module_class): + """Sets up the CommonLogicObject before generating CAD""" + print('SETTING UP FOR CAD', module_class) + cdl.module_class = module_class # Set the module class in design logic object. + cdl.module_object = module_class # Set the module object (required by common_logic.py) + print("******") + module_object = module_class + print("********") + # Ensure CommonDesignLogic has module/mainmodule for moment connections + if not getattr(cdl, "mainmodule", None): + cdl.mainmodule = getattr(module_object, "mainmodule", None) + + # Column cover plate (bolted / welded) and column end plate support + if module_object.module in ( + "ColumnCoverPlateBolted", + "Column-to-Column Cover Plate Bolted Connection", + "Column-to-Column-Cover-Plate-Bolted-Connection", + ): + cdl.C = module_object + cdl.CPObj = cdl.createCCCoverPlateCAD() + if module_object.module in ( + "Column-to-Column Cover Plate Welded Connection", + "Column-to-Column-Cover-Plate-Welded-Connection", + ): + cdl.C = module_object + cdl.CPObj = cdl.createCCCoverPlateCAD() + if module_object.module in ( + "Column-to-Column-End-Plate-Connection", + "Column-to-Column End Plate Connection", + KEY_DISP_COLUMNENDPLATE, + ): + cdl.CEP = module_object + cdl.CEPObj = cdl.createCCEndPlateCAD() + + # Beam-side moment modules + if module_object.module == "Beam-to-Beam Cover Plate Bolted Connection": + # Required for createBBCoverPlateCAD which expects self.B to exist + cdl.B = module_object + cdl.CPObj = cdl.createBBCoverPlateCAD() + if module_object.module == "Beam-to-Beam End Plate Connection": + cdl.CPObj = cdl.createBBEndPlateCAD() + if module_object.module == "Beam-to-Beam Cover Plate Welded Connection": + cdl.B = module_object + cdl.CPObj = cdl.createBBCoverPlateCAD() + if module_object.module == "Beam-to-Column End Plate Connection": + cdl.CPObj = cdl.createBCEndPlateCAD() # Initialize the CAD object for beam-column end plate + diff --git a/Connections/Moment/BCEndPlate/__init__.py b/backend/apps/modules/moment_connection/submodules/__init__.py similarity index 100% rename from Connections/Moment/BCEndPlate/__init__.py rename to backend/apps/modules/moment_connection/submodules/__init__.py diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/__init__.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/__init__.py new file mode 100644 index 000000000..8649d2a15 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/__init__.py @@ -0,0 +1,6 @@ +""" +Cover Plate Bolted Connection Sub-module +""" +MODULE_ID = 'Cover-Plate-Bolted-Connection' +from .service import CoverPlateBoltedService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/adapter.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/adapter.py new file mode 100644 index 000000000..1b7b36786 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/adapter.py @@ -0,0 +1,478 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) +from ...shared import setup_for_cad # Use moment_connection shared utilities +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.beam_cover_plate import BeamCoverPlate +import sys +import os +from typing import Dict, Any, List +import traceback + +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connector.Flange_Plate.Preferences", + "Connector.Flange_Plate.Thickness_list", + "Connector.Material", + "Connector.Web_Plate.Thickness_List", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Moment", + "Load.Shear", + "Material", + "Member.Designation", + "Member.Material", + "Module", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connector.Flange_Plate.Preferences + if not isinstance(input_values["Connector.Flange_Plate.Preferences"], str): + raise InvalidInputTypeError("Connector.Flange_Plate.Preferences", "str") + + # Validate Connector.Flange_Plate.Thickness_list + flange_thickness_list = input_values["Connector.Flange_Plate.Thickness_list"] + if (not isinstance(flange_thickness_list, list) + or not validate_list_type(flange_thickness_list, str) + or not custom_list_validation(flange_thickness_list, int_able)): + raise InvalidInputTypeError( + "Connector.Flange_Plate.Thickness_list", "List[str] where all items can be converted to int") + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Connector.Web_Plate.Thickness_List + web_thickness_list = input_values["Connector.Web_Plate.Thickness_List"] + if (not isinstance(web_thickness_list, list) + or not validate_list_type(web_thickness_list, str) + or not custom_list_validation(web_thickness_list, int_able)): + raise InvalidInputTypeError( + "Connector.Web_Plate.Thickness_List", "List[str] where all items can be converted to int") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Moment + load_moment = input_values["Load.Moment"] + if not isinstance(load_moment, str) or not int_able(load_moment): + raise InvalidInputTypeError("Load.Moment", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Designation + if not isinstance(input_values["Member.Designation"], str): + raise InvalidInputTypeError("Member.Designation", "str") + + # Validate Member.Material + if not isinstance(input_values["Member.Material"], str): + raise InvalidInputTypeError("Member.Material", "str") + + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + +def create_module() -> BeamCoverPlate: + """Create an instance of the FinPlateConnection module design class and set it up for use""" + module = BeamCoverPlate() # Create an instance of the FinPlateConnection + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> BeamCoverPlate: + """Create an instance of the FinPlateConnection module design class from input values.""" + # validate_input(input_values) + try : + module = create_module() # Create module instance. + except Exception as e : + print('e in create_module : ' , e) + print('error in creating module') + + # Set the input values on the module instance. + try : + print("INPUT SET FOR FINAL OUTPUT",input_values) + module.set_input_values(input_values) + except Exception as e : + traceback.print_exc() + print('e in set_input_values : ' , e) + print('error in setting the input values') + + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + print("************") + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + print('module : ' , module) + print('type of module : ' , type(module)) + + # Generate output values in unformatted form. + raw_output_text = module.output_values(True) + raw_member_capacity = module.member_capacityoutput(True) + raw_flange_bolt_capacity = [ + (f"{key}_flange_bolt_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.flange_bolt_capacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_bolt_capacity = [ + (f"{key}_web_bolt_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.web_bolt_capacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_flange_capacity = [ + (f"{key}_flange_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.flangecapacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_capacity = [ + (f"{key}_web_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.webcapacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_flange_spacing = [ + (f"{key}_flange_spacing", label, typ, value, visible if len(item) == 5 else True) + for item in module.flangespacing(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_spacing = [ + (f"{key}_web_spacing", label, typ, value, visible if len(item) == 5 else True) + for item in module.webspacing(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + from osdag_core.custom_logger import CustomLogger + logs = [] + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + raw_output = ( + raw_output_text + + raw_member_capacity + + raw_flange_bolt_capacity + + raw_web_bolt_capacity + + raw_flange_capacity + + raw_web_capacity + + raw_flange_spacing + + raw_web_spacing + ) + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for param in raw_output: + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP/STL file. + + External API uses section names: "Model", "Beam", "CoverPlate", "Bolt", "Weld". + Internally, the legacy CAD logic uses component name "Connector" + for the cover plate + bolts assembly. Map CoverPlate -> Connector for CAD routing, + but keep the external section name for file naming and response keys. + """ + if section not in ("Model", "Beam", "CoverPlate", "Bolt", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Beam', 'CoverPlate', 'Bolt' or 'Weld'") + + module = create_from_input(input_values) + + # Ensure correct display keys for CAD routing + from osdag_core.Common import KEY_DISP_BEAMCOVERPLATE + if getattr(module, "module", None) != KEY_DISP_BEAMCOVERPLATE: + module.module = KEY_DISP_BEAMCOVERPLATE + module.mainmodule = "Moment Connection" + + # Build CommonDesignLogic (display, cad_widget, folder, connection, mainmodule) + print(f"[CAD DEBUG] BB cover plate bolted: module={module.module}, mainmodule={module.mainmodule}, section={section}") + cld = CommonDesignLogic(None, "", "", module.module, module.mainmodule) + + # Setup module for CAD + setup_for_cad(cld, module) + + # Map external section names to internal component names expected by CommonDesignLogic + internal_section = section + if section == "CoverPlate": + # Legacy CAD uses component name "Connector" for cover plate + bolts + internal_section = "Connector" + + cld.component = internal_section + print(f"[cadissue] BB cover plate bolted: cld.component set to {internal_section} for section={section}") + + part_names = ["Beam", "Connector", "Bolt", "Weld"] + part_files = {} + compound_model = None + + try: + if section == "Model": + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + import json + + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + + # Write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + cld.component = section + compound_model = compound + + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e: + print('Error in cld.create2Dcad() e : ', e) + traceback.print_exc() + raise + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + # os.system("clear") # clear the terminal + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + if section == "Model": + try: + import json + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + except Exception as e: + print('Writing to BREP/STL file failed e : ', e) + + return file_path + + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/service.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/service.py new file mode 100644 index 000000000..849e66963 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_bolted/service.py @@ -0,0 +1,31 @@ +""" +Cover Plate Bolted Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.beam_cover_plate import BeamCoverPlate +from .adapter import validate_input, generate_output, create_cad_model + + +class CoverPlateBoltedService: + """Service class for Cover Plate Bolted Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = BeamCoverPlate() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/__init__.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/__init__.py new file mode 100644 index 000000000..49d3af1d0 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/__init__.py @@ -0,0 +1,6 @@ +""" +Cover Plate Welded Connection Sub-module +""" +MODULE_ID = 'Cover-Plate-Welded-Connection' +from .service import CoverPlateWeldedService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/adapter.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/adapter.py new file mode 100644 index 000000000..7487e590d --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/adapter.py @@ -0,0 +1,407 @@ +""" +Api for Cover Plate Welded Connection module +Functions: + get_required_keys() -> List[str]: + Return all required input parameters for the module. + validate_input(input_values: Dict[str, Any]) -> None: + Go through all the input parameters. + Check if all required parameters are given. + Check if all parameters are of correct data type. + create_module() -> BeamCoverPlateWeld: + Create an instance of the cover plate welded connection module design class and set it up for use + create_from_input(input_values: Dict[str, Any]) -> BeamCoverPlateWeld + Create an instance of the cover plate welded connection module design class from input values. + generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + Generate, format and return the output values from the given input values. + create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + Generate the CAD model from input values as a BREP file. Return file path. +""" + +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) + +from ...shared import setup_for_cad # Use moment_connection shared utilities +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld +import sys +import os +import typing +from typing import Dict, Any, List +import traceback + +def get_required_keys() -> List[str]: + return [ + "Module", + "Member.Designation", + "Member.Material", + "Material", + "Load.Moment", + "Load.Shear", + "Load.Axial", + "Weld.Type", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Design.Design_Method", + "Detailing.Gap", + "Connector.Material", + "Connector.Flange_Plate.Preferences", + "Connector.Flange_Plate.Thickness_list", + "Connector.Web_Plate.Thickness_List" + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + try: + required_keys = get_required_keys() + + # Filter out UI-specific keys that are not required by the backend module + filtered_input = {k: v for k, v in input_values.items() if k != "out_titles_status"} + + missing_keys = contains_keys(filtered_input, required_keys) + if missing_keys != None: + raise MissingKeyError(f"Required key '{missing_keys[0]}' is missing from input") + + # Validate string fields + string_fields = [ + "Module", + "Member.Designation", + "Member.Material", + "Material", + "Weld.Type", + "Weld.Fab", + "Design.Design_Method", + "Connector.Material", + "Connector.Flange_Plate.Preferences" + ] + for key in string_fields: + if key in filtered_input and not isinstance(filtered_input[key], str): + raise InvalidInputTypeError( + f"Field '{key}' must be a string, got {type(filtered_input[key]).__name__}" + ) + + # Validate numeric fields + numeric_fields = [ + "Load.Moment", + "Load.Shear", + "Load.Axial", + "Weld.Material_Grade_OverWrite", + "Detailing.Gap" + ] + for key in numeric_fields: + if key in filtered_input: + value = filtered_input[key] + if not isinstance(value, str) or not float_able(value): + raise InvalidInputTypeError( + f"Field '{key}' must be a string that can be converted to float, got '{value}'" + ) + # Additional numeric validation + float_val = float(value) + if key == "Detailing.Gap" and float_val < 0: + raise ValueError(f"Gap value must be non-negative, got {float_val}") + + # Validate plate thickness lists + thickness_lists = [ + "Connector.Flange_Plate.Thickness_list", + "Connector.Web_Plate.Thickness_List" + ] + for key in thickness_lists: + if key in filtered_input: + thickness = filtered_input[key] + if not isinstance(thickness, list): + raise InvalidInputTypeError( + f"Field '{key}' must be a list, got {type(thickness).__name__}" + ) + if not validate_list_type(thickness, str): + raise InvalidInputTypeError( + f"All items in '{key}' must be strings" + ) + if not custom_list_validation(thickness, float_able): + invalid_items = [x for x in thickness if not float_able(x)] + raise InvalidInputTypeError( + f"All items in '{key}' must be convertible to float. Invalid items: {invalid_items}" + ) + + except Exception as e: + raise type(e)(f"Input validation failed: {str(e)}") + + +def create_module() -> BeamCoverPlateWeld: + """Create an instance of the cover plate welded connection module design class and set it up for use""" + module = BeamCoverPlateWeld() + print('MODULE', module) # Create module instance. + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> BeamCoverPlateWeld: + """Create an instance of the cover plate welded connection module design class from input values.""" + module = create_module() + print('INPUT SET FOR FINAL OUTPUT', input_values) # Create module instance. + module.set_input_values(input_values) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return formatted output""" + output = {} + module = create_from_input(input_values) + + # Get raw output data + raw_output_text = module.output_values(True) + raw_member_capacity = module.member_capacityoutput(True) + flange_weld_details = module.flange_weld_details(True) + web_weld_details = module.web_weld_details(True) + web_capacity = module.webcapacity(True) + flange_capacity = module.flangecapacity(True) + web_block_shear_pattern = module.web_pattern(True) + + from osdag_core.custom_logger import CustomLogger + logs = [] + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + # Process standard text parameters + for param in raw_output_text + raw_member_capacity + web_capacity + flange_capacity + web_block_shear_pattern: + if param[2] == "TextBox": + key = param[0] + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + # Process flange weld details and map colliding keys + for param in flange_weld_details: + if param[2] == "TextBox": + key = param[0] + if key == "bolt.long_joint": + key = "Flange_Weld.Reduction" + elif key == "Weld.Strength_red": + key = "Flange_Weld.Strength_red" + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + # Process web weld details and map colliding keys + for param in web_weld_details: + if param[2] == "TextBox": + key = param[0] + if key == "bolt.long_joint": + key = "Web_Weld.Reduction" + elif key == "Weld.Strength_red": + key = "Web_Weld.Strength_red" + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP/STL file. + + External API uses section names: "Model", "Beam", "CoverPlate", "Bolt", "Weld". + Internally, the legacy CAD logic uses component name "Connector" + for the cover plate + welds assembly. Map CoverPlate -> Connector for CAD routing, + but keep the external section name for file naming and response keys. + """ + if section not in ("Model", "Beam", "CoverPlate", "Bolt", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Beam', 'CoverPlate', 'Bolt' or 'Weld'") + + module = create_from_input(input_values) + + from osdag_core.Common import KEY_DISP_BEAMCOVERPLATEWELD + if getattr(module, "module", None) != KEY_DISP_BEAMCOVERPLATEWELD: + module.module = KEY_DISP_BEAMCOVERPLATEWELD + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] BB cover plate welded: module={module.module}, mainmodule={module.mainmodule}, section={section}") + cld = CommonDesignLogic(None, "", "", module.module, module.mainmodule) + setup_for_cad(cld, module) + + # Map external section names to internal component names expected by CommonDesignLogic + internal_section = section + if section == "CoverPlate": + internal_section = "Connector" + + cld.component = internal_section + print(f"[cadissue] BB cover plate welded: cld.component set to {internal_section} for section={section}") + + def normalize_and_fuse(obj): + if obj is None: + return None + from OCC.Core.TopoDS import TopoDS_Shape + def _flatten(o): + if o is None: + return [] + if isinstance(o, dict): + out = [] + for v in o.values(): + out.extend(_flatten(v)) + return out + if isinstance(o, (list, tuple)): + out = [] + for i in o: + out.extend(_flatten(i)) + return out + return [o] + def _explode_compound(shape): + from OCC.Core.TopExp import TopExp_Explorer + from OCC.Core.TopAbs import TopAbs_SOLID + solids = [] + exp = TopExp_Explorer(shape, TopAbs_SOLID) + while exp.More(): + solids.append(exp.Current()) + exp.Next() + return solids if solids else [shape] + shapes = [] + for s in _flatten(obj): + if isinstance(s, TopoDS_Shape): + shapes.extend(_explode_compound(s)) + if not shapes: + return None + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + result = shapes[0] + for shp in shapes[1:]: + result = BRepAlgoAPI_Fuse(result, shp).Shape() + return result + + def get_shape_for_part(part_name): + if part_name == "Beam": + return normalize_and_fuse(cld.CPObj.get_beam_models()) + elif part_name in ("Connector", "CoverPlate", "Cover Plate"): + return normalize_and_fuse(cld.CPObj.get_plate_models()) + elif part_name == "Weld": + return normalize_and_fuse(cld.CPObj.get_welded_modules()) + return None + + part_names = ["Beam", "Connector", "Bolt", "Weld"] + part_files = {} + + try: + if section == "Model": + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + import json + + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + part_shape = get_shape_for_part(part) + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + + # Write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + model = compound + else: + model = get_shape_for_part(section) + except Exception as e: + print('Error in resolving component shape e : ', e) + traceback.print_exc() + raise + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + # os.system("clear") # clear the terminal + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + if section == "Model": + try: + import json + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + except Exception as e: + print('Writing to BREP/STL file failed e : ', e) + + return file_path diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/service.py b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/service.py new file mode 100644 index 000000000..9074fabc8 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_cover_plate_welded/service.py @@ -0,0 +1,31 @@ +""" +Cover Plate Welded Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld +from .adapter import validate_input, generate_output, create_cad_model + + +class CoverPlateWeldedService: + """Service class for Cover Plate Welded Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = BeamCoverPlateWeld() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/__init__.py b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/__init__.py new file mode 100644 index 000000000..92ac03780 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/__init__.py @@ -0,0 +1,6 @@ +""" +Beam Beam End Plate Connection Sub-module +""" +MODULE_ID = 'Beam-Beam-End-Plate-Connection' +from .service import BeamBeamEndPlateService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/adapter.py b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/adapter.py new file mode 100644 index 000000000..266dcd432 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/adapter.py @@ -0,0 +1,450 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) +from ...shared import setup_for_cad # Use moment_connection shared utilities +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice +import sys +import os +from typing import Dict, Any, List +import traceback + +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity *", + "EndPlateType", + "Connector.Plate.Thickness_List", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Moment", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Weld.Type" + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity *"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity *", "str") + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["EndPlateType"], str): + # If not, raise error. + raise InvalidInputTypeError("EndPlateType", "str") + + # Validate Connector.Flange_Plate.Thickness_list + thickness_list = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(thickness_list, list) + or not validate_list_type(thickness_list, str) + or not custom_list_validation(thickness_list, int_able)): + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Moment + load_moment = input_values["Load.Moment"] + if not isinstance(load_moment, str) or not int_able(load_moment): + raise InvalidInputTypeError("Load.Moment", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Designation + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + raise InvalidInputTypeError("Member.Supported_Section.Designation", "str") + + # Validate Member.Material + if not isinstance(input_values["Member.Supported_Section.Material"], str): + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Weld.Type + # Check if Weld.Type is a string. + if not isinstance(input_values["Weld.Type"], str): + raise InvalidInputTypeError("Weld.Type", "str") # If not, raise error. + +def create_module() -> BeamBeamEndPlateSplice: + """Create an instance of the beambeam end plate connection module design class and set it up for use""" + module = BeamBeamEndPlateSplice() # Create an instance of the BeamBeamEndPlateConnection + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> BeamBeamEndPlateSplice: + """Create an instance of the beam beam end plate connection module design class from input values.""" + # validate_input(input_values) + try : + module = create_module() # Create module instance. + except Exception as e : + print('e in create_module : ' , e) + print('error in creating module') + + # Set the input values on the module instance. + try : + print("**********", input_values) + module.set_input_values(input_values) + except Exception as e : + traceback.print_exc() + print('e in set_input_values ************ : ' , e) + print('error in setting the input values **********') + + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + print("************") + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + print('module : ******' , module) + print('type of module : ******** ' , type(module)) + # Generate output values in unformatted form. + raw_output_text = module.output_values(True) + stiffener_output = module.stiffener_details(True) + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + raw_output = raw_output_text + stiffener_output + + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for param in raw_output: + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + + # Extra keys needed by the frontend detailing diagram + try: + extra_keys = { + "Beam.Depth": ("Beam Depth (mm)", getattr(module, "beam_D", None)), + "Beam.FlangeThickness": ("Beam Flange Thickness (mm)", getattr(module, "beam_tf", None)), + "Beam.WebThickness": ("Beam Web Thickness (mm)", getattr(module, "beam_tw", None)), + "Stiffener.Height": ("Stiffener Height (mm)", getattr(module, "stiffener_height", None)), + "Stiffener.Width": ("Stiffener Width (mm)", getattr(module, "stiffener_length", None)), + "Stiffener.Thickness": ("Stiffener Thickness (mm)", getattr(module, "stiffener_thickness", None)), + "EndPlateType": ("End Plate Type", getattr(module, "endplate_type", None)), + } + for key, (label, val) in extra_keys.items(): + if val is not None: + if hasattr(val, 'item'): + val = val.item() + output[key] = {"key": key, "label": label, "val": val} + except Exception as e: + print(f"[B2B EP adapter] Warning: could not add extra diagram keys: {e}") + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Beam", "Connector", "Bolt", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Beam', 'Connector', 'Bolt' or 'Weld'") + + module = create_from_input(input_values) + from osdag_core.Common import KEY_DISP_BB_EP_SPLICE + # Force correct keys for CAD routing + if getattr(module, "module", None) != KEY_DISP_BB_EP_SPLICE: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module,'module',None)} to {KEY_DISP_BB_EP_SPLICE}") + module.module = KEY_DISP_BB_EP_SPLICE + if getattr(module, "mainmodule", None) != "Moment Connection": + print(f"[CAD DEBUG] Adjusting module.mainmodule from {getattr(module,'mainmodule',None)} to Moment Connection") + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] building CommonDesignLogic with module={module.module}, mainmodule={module.mainmodule}, section={section}") + # CommonDesignLogic(display, cad_widget, folder, connection, mainmodule) + cld = CommonDesignLogic(None, "", "", module.module, module.mainmodule) + setup_for_cad(cld, module) + + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Beam", "Connector", "Bolt", "Weld"] + part_files = {} + compound_model = None + + try: + if section == "Model": + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + import json + + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + + # Write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + cld.component = section + compound_model = compound + + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e: + print('Error in cld.create2Dcad() e : ', e) + traceback.print_exc() + raise + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + # os.system("clear") # clear the terminal + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + if section == "Model": + try: + import json + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + except Exception as e: + print('Writing to BREP/STL file failed e : ', e) + + return file_path + + diff --git a/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/service.py b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/service.py new file mode 100644 index 000000000..24d040751 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_beam_end_plate/service.py @@ -0,0 +1,32 @@ +""" +Beam Beam End Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice +from .adapter import validate_input, generate_output, create_cad_model + + +class BeamBeamEndPlateService: + """Service class for Beam Beam End Plate Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = BeamBeamEndPlateSplice() + # Initialize logger to avoid NoneType errors on .info usage + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/__init__.py b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/__init__.py new file mode 100644 index 000000000..b8010fd1a --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/__init__.py @@ -0,0 +1,6 @@ +""" +Beam Column End Plate Connection Sub-module +""" +MODULE_ID = 'Beam-to-Column-End-Plate-Connection' +from .service import BeamColumnEndPlateService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/adapter.py b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/adapter.py new file mode 100644 index 000000000..720553c26 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/adapter.py @@ -0,0 +1,536 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from ...shared import setup_for_cad # Use moment_connection shared utilities +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from osdag_core.custom_logger import CustomLogger +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.beam_column_end_plate import BeamColumnEndPlate +import sys +import os +import typing +import traceback +import logging +import json +from typing import Dict, Any, List + +# Configure logger +logger = logging.getLogger(__name__) +logger.setLevel(logging.DEBUG) +# Create handlers +c_handler = logging.StreamHandler() +f_handler = logging.FileHandler('beam_column_endplate_module.log') +c_handler.setLevel(logging.INFO) +f_handler.setLevel(logging.DEBUG) +# Create formatters and add it to handlers +formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s') +c_handler.setFormatter(formatter) +f_handler.setFormatter(formatter) +# Add handlers to the logger +logger.addHandler(c_handler) +logger.addHandler(f_handler) + +# Suppress output when necessary +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "EndPlateType", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Load.Moment", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Weld.Type", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + # Validate EndPlateType + # Check if EndPlateType is a string. + if not isinstance(input_values["EndPlateType"], str): + # If not, raise error. + raise InvalidInputTypeError("EndPlateType", "str") + + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Load.Moment + load_moment = input_values["Load.Moment"] + if (not isinstance(load_moment, str) # Check if Load.Moment is a string. + or not int_able(load_moment)): # Check if Load.Moment can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Moment", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Type + # Check if Weld.Type is a string. + if not isinstance(input_values["Weld.Type"], str): + raise InvalidInputTypeError("Weld.Type", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # Check if all items in Connector.Plate.Thickness_List are str. + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> BeamColumnEndPlate: + """Create an instance of the Beam Column End plate connection module design class and set it up for use""" + logger.info("Creating BeamColumnEndPlate module instance") + try: + module = BeamColumnEndPlate() # Create an instance of the BeamColumnEndPlate + logger.debug("BeamColumnEndPlate instance created successfully") + module.set_osdaglogger(None, id="web") + logger.debug("OSDAGLogger set to None") + return module + except Exception as e: + logger.error(f"Error creating BeamColumnEndPlate module: {str(e)}") + logger.error(traceback.format_exc()) + raise + + +def create_from_input(input_values: Dict[str, Any]) -> BeamColumnEndPlate: + """Create an instance of the Beam Column End plate connection module design class from input values.""" + logger.info("Creating module from input values") + + # Validate input values first to catch issues early + try: + logger.debug("Validating input values") + validate_input(input_values) + logger.debug("Input validation successful") + except Exception as e: + logger.error(f"Input validation failed: {str(e)}") + logger.error(traceback.format_exc()) + raise + + try: + logger.debug("Creating module instance") + module = create_module() # Create module instance. + logger.debug("Module instance created successfully") + except Exception as e: + logger.error(f"Error in create_module: {str(e)}") + logger.error(traceback.format_exc()) + raise + + # Set the input values on the module instance. + try: + logger.debug("Setting input values on module instance") + logger.debug(f"Input values: {input_values}") + module.set_input_values(input_values) + logger.debug("Input values set successfully") + except Exception as e: + logger.error(f"Error in set_input_values: {str(e)}") + logger.error(traceback.format_exc()) + raise + + logger.info("Module created and initialized with input values successfully") + return module + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return formatted output""" + logger.info("Generating output for Beam-to-Column End Plate") + output = {} + logs = [] # Initialize logs + + try: + module = create_from_input(input_values) + + # Get raw output data + raw_output_text = module.output_values(True) + detailing = module.detailing(True) + continuity_plate_details = module.continuity_plate_details(True) + stiffener_plate_details = module.web_stiffener_plate_details(True) + stiffener_details = module.stiffener_details(True) + stiffener_detailing = module.stiffener_detailing(True) + weld_details = module.weld_details(True) + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + print(f'Retrieved {len(logs)} logs from custom logger') + else: + logs = getattr(module, "logs", []) or [] + + raw_output = ( + raw_output_text + + detailing + continuity_plate_details + + stiffener_plate_details + stiffener_details + + stiffener_detailing + weld_details + ) + + # Format output + for param in raw_output: + if len(param) >= 4 and param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + + # Handle numpy types + if hasattr(value, 'item'): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + + logger.info(f"Output generation completed. Generated {len(output)} output fields and {len(logs)} log messages") + + except Exception as e: + logger.error(f"Error in generate_output: {str(e)}") + logger.error(traceback.format_exc()) + # Return what we have so far + logger.debug(f"Final logs being returned: {logs}") + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section == "Plate": + section = "Connector" + if section not in ("Model", "Beam", "Column", "Connector", "Bolt", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Beam', 'Column', 'Connector', 'Bolt' or 'Weld'") + + module = create_from_input(input_values) + from osdag_core.Common import KEY_DISP_BCENDPLATE + if getattr(module, "module", None) != KEY_DISP_BCENDPLATE: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module,'module',None)} to {KEY_DISP_BCENDPLATE}") + module.module = KEY_DISP_BCENDPLATE + if getattr(module, "mainmodule", None) != "Moment Connection": + print(f"[CAD DEBUG] Adjusting module.mainmodule from {getattr(module,'mainmodule',None)} to Moment Connection") + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] building CommonDesignLogic with module={module.module}, mainmodule={module.mainmodule}, section={section}") + # CommonDesignLogic(display, cad_widget, folder, connection, mainmodule) + cld = CommonDesignLogic(None, "", "", module.module, module.mainmodule) + setup_for_cad(cld, module) + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + # Try to include additional subparts like Welds and Bolts if available + part_names = ["Beam", "Column", "Connector", "Bolt", "Weld"] + part_files = {} + compound_model = None + + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + # Reset component to Model and set compound as the model to write + cld.component = section + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e : + print('Error in cld.create2Dcad() e : ' , e) + return False + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + # os.system("clear") # clear the terminal + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try : + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + # If it's 'Model' section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e : + print('Writing to BREP file failed e : ' , e) + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/service.py b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/service.py new file mode 100644 index 000000000..705e61058 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/beam_column_end_plate/service.py @@ -0,0 +1,31 @@ +""" +Beam Column End Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.beam_column_end_plate import BeamColumnEndPlate +from .adapter import validate_input, generate_output, create_cad_model + + +class BeamColumnEndPlateService: + """Service class for Beam Column End Plate Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = BeamColumnEndPlate() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/cantilever_connection/__init__.py b/backend/apps/modules/moment_connection/submodules/cantilever_connection/__init__.py new file mode 100644 index 000000000..c2b3dd29b --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/cantilever_connection/__init__.py @@ -0,0 +1,5 @@ +""" +CantileverConnection Sub-module +""" +MODULE_ID = 'CantileverConnection' +from .service import CantileverService as Service diff --git a/backend/apps/modules/moment_connection/submodules/cantilever_connection/adapter.py b/backend/apps/modules/moment_connection/submodules/cantilever_connection/adapter.py new file mode 100644 index 000000000..b68584fff --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/cantilever_connection/adapter.py @@ -0,0 +1,607 @@ +""" +Api for CantileverConnection module +Functions: + get_required_keys() -> List[str]: + Return all required input parameters for the module. + validate_input(input_values: Dict[str, Any]) -> None: + Go through all the input parameters. + Check if all required parameters are given. + Check if all parameters are of correct data type. + create_module() -> CantileverConnection: + Create an instance of the CantileverConnection module design class and set it up for use + create_from_input(input_values: Dict[str, Any]) -> CantileverConnection + Create an instance of the CantileverConnection module design class from input values. + generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "val": 40 + } + } + create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + Generate the CAD model from input values as a BREP file. Return file path. +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer + +# from OCC.Core.StlAPI import StlAPI_Writer +# from OCC.Core.TopoDS import TopoDS_Solid, TopoDS_Shell +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.flexural_member.flexure_cantilever import Flexure_Cantilever as CantileverConnection +from osdag_core.Common import KEY_DISP_Cantilever, KEY_CONN +from osdag_core.custom_logger import CustomLogger +import sys +import os +import typing +from typing import Dict, Any, List +import traceback +import json +from apps.core.utils import write_stl + +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # Check if all items in Connector.Plate.Thickness_List are str. + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> CantileverConnection: + """Create an instance of the CantileverConnection module design class and set it up for use""" + print("\n[create_module] Creating CantileverConnection instance...") + try: + module = CantileverConnection() # Create an instance of the CantileverConnection + print(f" Ć¢Å“ā€¦ CantileverConnection instance created: {id(module)}") + + print(f" Setting logger with id='web'...") + module.set_osdaglogger(None, id="web") + print(f" Ć¢Å“ā€¦ Logger set successfully") + print(f" Logger name: {getattr(module.logger, 'name', 'N/A') if hasattr(module, 'logger') else 'No logger'}") + + return module + except Exception as e: + print(f" Ć¢ĀÅ’ ERROR in create_module: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + +def create_from_input(input_values: Dict[str, Any]) -> CantileverConnection: + """Create an instance of the beam beam end plate connection module design class from input values.""" + print("\n" + "=" * 60) + print("create_from_input() called") + print("=" * 60) + print(f"Input values received: {len(input_values)} keys") + print(f"Sample keys: {list(input_values.keys())[:5]}") + + module = None + print("\n[create_from_input] Step 1: Creating module instance...") + try: + module = create_module() # Create module instance. + print(f"Ć¢Å“ā€¦ Module created successfully: {type(module).__name__}") + print(f" Module ID: {id(module)}") + except Exception as e: + print(f"Ć¢ĀÅ’ ERROR in create_module: {type(e).__name__}: {e}") + print('error in creating module') + traceback.print_exc() + raise + + # Map frontend keys to osdag_core keys + # Frontend sends 'Connectivity' but osdag_core expects 'Connectivity *' (KEY_CONN) + print(f"\n[create_from_input] Step 2: Mapping frontend keys to osdag_core keys...") + print(f" KEY_CONN constant value: '{KEY_CONN}'") + print(f" 'Connectivity' in input_values: {'Connectivity' in input_values}") + print(f" KEY_CONN in input_values: {KEY_CONN in input_values}") + + design_dictionary = input_values.copy() + if 'Connectivity' in design_dictionary and KEY_CONN not in design_dictionary: + connectivity_value = design_dictionary.pop('Connectivity') + design_dictionary[KEY_CONN] = connectivity_value + print(f" Ć¢Å“ā€¦ Mapped 'Connectivity' -> '{KEY_CONN}'") + print(f" Connectivity value: '{connectivity_value}'") + else: + print(f" Ć¢ā€žĀ¹ĆÆĀøĀ No mapping needed (Connectivity already mapped or not present)") + if KEY_CONN in design_dictionary: + print(f" KEY_CONN value: '{design_dictionary[KEY_CONN]}'") + + print(f" Final design_dictionary has {len(design_dictionary)} keys") + print(f" Key check - KEY_CONN present: {KEY_CONN in design_dictionary}") + + # Set the input values on the module instance. + print(f"\n[create_from_input] Step 3: Setting input values on module...") + print(f" Module is None: {module is None}") + try: + if module is None: + raise RuntimeError('Module instance was not created') + + print(f" Calling module.set_input_values() with {len(design_dictionary)} keys...") + print(f" Sample keys being passed: {list(design_dictionary.keys())[:5]}") + + module.set_input_values(design_dictionary) + print(f" Ć¢Å“ā€¦ set_input_values() completed successfully") + + # Verify key was set correctly + if hasattr(module, 'connectivity'): + print(f" Ć¢Å“ā€¦ Module connectivity attribute: '{module.connectivity}'") + else: + print(f" Ć¢Å”Ā ĆÆĀøĀ Module has no 'connectivity' attribute") + + except Exception as e: + print(f"\nĆ¢ĀÅ’ ERROR in set_input_values:") + print(f" Exception type: {type(e).__name__}") + print(f" Exception message: {str(e)}") + print(f" Design dictionary keys: {list(design_dictionary.keys())[:10]}") + print(f" KEY_CONN in design_dictionary: {KEY_CONN in design_dictionary}") + if KEY_CONN in design_dictionary: + print(f" KEY_CONN value: '{design_dictionary[KEY_CONN]}'") + traceback.print_exc() + print('error in setting the input values') + raise + + print("=" * 60) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "val": 40 + } + } + """ + print("\n" + "=" * 60) + print("generate_output() called") + print("=" * 60) + print(f"Input values keys (first 10): {list(input_values.keys())[:10]}") + + output = {} # Dictionary for formatted values + + print("\n[Step 1] Creating module from input...") + try: + module = create_from_input(input_values) # Create module from input. + print(f"Ć¢Å“ā€¦ Module created: {type(module).__name__}") + print(f"Module object: {module}") + except Exception as e: + print(f"Failed to create module: {e}") + raise + + # Initialize logs variable first + logs = [] + + try: + print("\n[Step 2] Calling module.output_values(True)...") + print(f" Module type: {type(module)}") + print(f" Module has output_values method: {hasattr(module, 'output_values')}") + try: + raw_output_text = module.output_values(True) + print(f"Ć¢Å“ā€¦ output_values() returned {len(raw_output_text)} parameters") + if len(raw_output_text) > 0: + print(f" First parameter sample: {raw_output_text[0] if isinstance(raw_output_text[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f"Ć¢ĀÅ’ ERROR in output_values(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 3] Calling module.spacing(True)...") + print(f" Module has spacing method: {hasattr(module, 'spacing')}") + try: + raw_output_spacing = module.spacing(True) + print(f"Ć¢Å“ā€¦ spacing() returned {len(raw_output_spacing)} parameters") + if len(raw_output_spacing) > 0: + print(f" First spacing parameter: {raw_output_spacing[0] if isinstance(raw_output_spacing[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f"Ć¢ĀÅ’ ERROR in spacing(): {type(e).__name__}: {e}") + print(f" Error details: {str(e)}") + traceback.print_exc() + raise + + print("\n[Step 4] Calling module.capacities(True)...") + print(f" Module has capacities method: {hasattr(module, 'capacities')}") + try: + raw_output_capacities = module.capacities(True) + print(f"Ć¢Å“ā€¦ capacities() returned {len(raw_output_capacities)} parameters") + if len(raw_output_capacities) > 0: + print(f" First capacity parameter: {raw_output_capacities[0] if isinstance(raw_output_capacities[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f"Ć¢ĀÅ’ ERROR in capacities(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 5] Calling module.section_capacities(True)...") + print(f" Module has section_capacities method: {hasattr(module, 'section_capacities')}") + try: + raw_output_section_capacities = module.section_capacities(True) + print(f"Ć¢Å“ā€¦ section_capacities() returned {len(raw_output_section_capacities)} parameters") + if len(raw_output_section_capacities) > 0: + print(f" First section_capacity parameter: {raw_output_section_capacities[0] if isinstance(raw_output_section_capacities[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f"Ć¢ĀÅ’ ERROR in section_capacities(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 6] Retrieving logs from logger...") + # Get logs from the custom logger + if hasattr(module, 'logger'): + print(f" Logger exists: {type(module.logger)}") + print(f" Logger name: {getattr(module.logger, 'name', 'N/A')}") + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + print(f" Ć¢Å“ā€¦ Retrieved {len(logs) if logs else 0} logs from custom logger") + if logs and len(logs) > 0: + print(f" First log entry: {logs[0] if isinstance(logs[0], (str, dict)) else 'N/A'}") + except Exception as e: + print(f" Ć¢Å”Ā ĆÆĀøĀ Error getting logs: {e}") + logs = [] + else: + print(f" Ć¢Å”Ā ĆÆĀøĀ Logger is not CustomLogger instance, type: {type(module.logger)}") + logs = [] + else: + print(" Ć¢Å”Ā ĆÆĀøĀ Module has no logger attribute") + logs = [] + + print("\n[Step 7] Combining all raw outputs...") + print(f" raw_output_text length: {len(raw_output_text)}") + print(f" raw_output_spacing length: {len(raw_output_spacing)}") + print(f" raw_output_capacities length: {len(raw_output_capacities)}") + print(f" raw_output_section_capacities length: {len(raw_output_section_capacities)}") + raw_output = raw_output_text + raw_output_spacing + raw_output_capacities + raw_output_section_capacities + print(f"Ć¢Å“ā€¦ Combined raw_output length: {len(raw_output)}") + + print("\n[Step 8] Processing parameters into output dict...") + processed_count = 0 + skipped_count = 0 + + # Process each parameter with handling for both 4 and 5 element tuples + for i, param in enumerate(raw_output): + if i < 5 or i % 50 == 0: # Print first 5 and every 50th + print(f" Processing param {i}/{len(raw_output)}: {param[:2] if len(param) >= 2 else param}") + + # Handle both 4-element and 5-element tuples + if len(param) >= 4: + key = param[0] + label = param[1] + param_type = param[2] + value = param[3] + + # Check if it's a TextBox type and has a valid key + if param_type == "TextBox" and key is not None: + # Handle numpy types + if hasattr(value, 'item'): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + processed_count += 1 + else: + skipped_count += 1 + if i < 5: + print(f" Skipped: type={param_type}, key={key}") + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in generate_output()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + print(f"Exception args: {e.args if hasattr(e, 'args') else 'N/A'}") + + print(f"\nModule state at error:") + if 'module' in locals(): + print(f" Module exists: {module is not None}") + if module: + print(f" Module type: {type(module)}") + print(f" Module has logger: {hasattr(module, 'logger')}") + if hasattr(module, 'connectivity'): + print(f" Module connectivity: {module.connectivity}") + if hasattr(module, 'design_status'): + print(f" Module design_status: {module.design_status}") + + if hasattr(e, 'error'): + print(f"Exception has 'error' attribute: {e.error}") + if e.error is None: + print("Ć¢Å”Ā ĆÆĀøĀ WARNING: Exception.error is None!") + + print(f"\nFull traceback:") + traceback.print_exc() + print("=" * 60) + raise + + print("\nFull traceback:") + import traceback + traceback.print_exc() + print("=" * 60) + raise + + print("\n" + "=" * 60) + print("Ć¢Å“ā€¦ generate_output() completed successfully") + print("=" * 60) + print(f"Final output dict has {len(output)} keys") + print(f"Output keys (first 10): {list(output.keys())[:10]}") + print(f"Logs count: {len(logs) if logs else 0}") + if logs: + print(f"First log entry (original order): {logs[0] if len(logs) > 0 else 'N/A'}") + print(f"Last log entry (original order): {logs[-1] if len(logs) > 0 else 'N/A'}") + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Beam", "Column", "Plate"): + raise InvalidInputTypeError( + "section", "'Model', 'Beam', 'Column' or 'Plate'") + module = create_from_input(input_values) + print('module from input values : ' , module) + print('module.module value:', repr(module.module)) + if module.module != KEY_DISP_Cantilever: + print(f'WARNING: module.module is {repr(module.module)}, setting to KEY_DISP_Cantilever') + module.module = KEY_DISP_Cantilever + connection_key = KEY_DISP_Cantilever + print('Using connection key:', repr(connection_key)) + print('KEY_DISP_Cantilever value:', repr(KEY_DISP_Cantilever)) + try : + cld = CommonDesignLogic(None, None, '', connection_key, module.mainmodule) + print('CommonDesignLogic created, cdl.connection:', cld.connection) + except Exception as e : + print('error in cld e : ' , e) + traceback.print_exc() + raise + + try : + scc.setup_for_cad(cld, module) + except Exception as e : + traceback.print_exc() + print('Error in setting up cad e : ' , e) + raise + if section == "Model": + print("[CAD Adapter] Skipping Model generation (per requirement: only per-part files)") + return None + + cld.component = section + print(f'[CAD Adapter] Setting cld.component = {section}') + + + try: + model = cld.create2Dcad() + except Exception as e : + return False + + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try : + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + except Exception as e : + print('Writing to BREP file failed e : ' , e) + + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/moment_connection/submodules/cantilever_connection/service.py b/backend/apps/modules/moment_connection/submodules/cantilever_connection/service.py new file mode 100644 index 000000000..4ef84a63e --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/cantilever_connection/service.py @@ -0,0 +1,95 @@ +""" +Fin Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.flexural_member.flexure_cantilever import Flexure_Cantilever as CantileverConnection +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class CantileverService: + """Service class for CantileverConnection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("CantileverService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in CantileverService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Beam', 'Column', 'Plate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/__init__.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/__init__.py new file mode 100644 index 000000000..345de04bd --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/__init__.py @@ -0,0 +1,5 @@ +""" +Column Cover Plate Bolted Connection Sub-module +""" +MODULE_ID = 'ColumnCoverPlateBolted' +from .service import ColumnCoverPlateBoltedService as Service diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/adapter.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/adapter.py new file mode 100644 index 000000000..2f683fe8c --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/adapter.py @@ -0,0 +1,476 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) +from ...shared import setup_for_cad # Use moment_connection shared utilities +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.column_cover_plate import ColumnCoverPlate +import sys +import os +from typing import Dict, Any, List +import traceback + +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connector.Flange_Plate.Preferences", + "Connector.Flange_Plate.Thickness_list", + "Connector.Material", + "Connector.Web_Plate.Thickness_List", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Moment", + "Load.Shear", + "Material", + "Member.Designation", + "Member.Material", + "Module", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connector.Flange_Plate.Preferences + if not isinstance(input_values["Connector.Flange_Plate.Preferences"], str): + raise InvalidInputTypeError("Connector.Flange_Plate.Preferences", "str") + + # Validate Connector.Flange_Plate.Thickness_list + flange_thickness_list = input_values["Connector.Flange_Plate.Thickness_list"] + if (not isinstance(flange_thickness_list, list) + or not validate_list_type(flange_thickness_list, str) + or not custom_list_validation(flange_thickness_list, int_able)): + raise InvalidInputTypeError( + "Connector.Flange_Plate.Thickness_list", "List[str] where all items can be converted to int") + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Connector.Web_Plate.Thickness_List + web_thickness_list = input_values["Connector.Web_Plate.Thickness_List"] + if (not isinstance(web_thickness_list, list) + or not validate_list_type(web_thickness_list, str) + or not custom_list_validation(web_thickness_list, int_able)): + raise InvalidInputTypeError( + "Connector.Web_Plate.Thickness_List", "List[str] where all items can be converted to int") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Moment + load_moment = input_values["Load.Moment"] + if not isinstance(load_moment, str) or not int_able(load_moment): + raise InvalidInputTypeError("Load.Moment", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Designation + if not isinstance(input_values["Member.Designation"], str): + raise InvalidInputTypeError("Member.Designation", "str") + + # Validate Member.Material + if not isinstance(input_values["Member.Material"], str): + raise InvalidInputTypeError("Member.Material", "str") + + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + +def create_module() -> ColumnCoverPlate: + """Create an instance of the ColumnCoverPlate module design class and set it up for use""" + module = ColumnCoverPlate() # Create an instance of the ColumnCoverPlate + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> ColumnCoverPlate: + """Create an instance of the ColumnCoverPlate module design class from input values.""" + try : + module = create_module() # Create module instance. + except Exception as e : + print('e in create_module : ' , e) + print('error in creating module') + + # Set the input values on the module instance. + try : + print("INPUT SET FOR FINAL OUTPUT",input_values) + module.set_input_values(input_values) + except Exception as e : + traceback.print_exc() + print('e in set_input_values : ' , e) + print('error in setting the input values') + + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + print("************") + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + print('module : ' , module) + print('type of module : ' , type(module)) + + # Generate output values in unformatted form. + raw_output_text = module.output_values(True) + raw_member_capacity = module.member_capacityoutput(True) + raw_flange_bolt_capacity = [ + (f"{key}_flange_bolt_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.flange_bolt_capacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_bolt_capacity = [ + (f"{key}_web_bolt_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.web_bolt_capacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_flange_capacity = [ + (f"{key}_flange_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.flangecapacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_capacity = [ + (f"{key}_web_capacity", label, typ, value, visible if len(item) == 5 else True) + for item in module.webcapacity(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_flange_spacing = [ + (f"{key}_flange_spacing", label, typ, value, visible if len(item) == 5 else True) + for item in module.flangespacing(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_web_spacing = [ + (f"{key}_web_spacing", label, typ, value, visible if len(item) == 5 else True) + for item in module.webspacing(True) + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + raw_output = ( + raw_output_text + + raw_member_capacity + + raw_flange_bolt_capacity + + raw_web_bolt_capacity + + raw_flange_capacity + + raw_web_capacity + + raw_flange_spacing + + raw_web_spacing + ) + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for param in raw_output: + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP/STL file. + + External API uses section names: "Model", "Column", "CoverPlate". + Internally, the legacy CAD logic for column cover plate uses component + name "Connector" for the cover plate + bolts assembly. Map CoverPlate -> + Connector for CAD routing, but keep the external section name for file + naming and response keys. + """ + if section == "Plate": + section = "CoverPlate" + if section not in ("Model", "Column", "CoverPlate", "Bolt", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Column', 'CoverPlate', 'Bolt' or 'Weld'") + + module = create_from_input(input_values) + from osdag_core.Common import KEY_DISP_COLUMNCOVERPLATE + if getattr(module, "module", None) != KEY_DISP_COLUMNCOVERPLATE: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module,'module',None)} to {KEY_DISP_COLUMNCOVERPLATE}") + module.module = KEY_DISP_COLUMNCOVERPLATE + if getattr(module, "mainmodule", None) != "Moment Connection": + print(f"[CAD DEBUG] Adjusting module.mainmodule from {getattr(module,'mainmodule',None)} to Moment Connection") + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] building CommonDesignLogic with module={module.module}, mainmodule={module.mainmodule}, section={section}") + # CommonDesignLogic(display, cad_widget, folder, connection, mainmodule) + cld = CommonDesignLogic(None, "", "", module.module, module.mainmodule) + setup_for_cad(cld, module) + + # Map external section names to internal component names expected by CommonDesignLogic. + internal_section = section + if section == "CoverPlate": + internal_section = "Cover Plate" + + cld.component = internal_section + print(f"[cadissue] CC cover plate bolted: cld.component set to {internal_section} for section={section}") + + part_names = ["Column", "CoverPlate", "Bolt"] + part_files = {} + compound_model = None + + try: + if section == "Model": + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + import json + + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + cld.component = "Cover Plate" if part == "CoverPlate" else part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + + # Write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part} (CC cover plate bolted): {stle}") + except Exception as e: + print(f"Failed to build/write part {part} in CC cover plate bolted: {e}") + + cld.component = section + compound_model = compound + + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e: + print('Error in cld.create2Dcad() e : ', e) + traceback.print_exc() + raise + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + # os.system("clear") # clear the terminal + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + if section == "Model": + try: + import json + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + except Exception as e: + print('Writing to BREP/STL file failed e : ', e) + + return file_path + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/service.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/service.py new file mode 100644 index 000000000..9fee54500 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_bolted/service.py @@ -0,0 +1,31 @@ +""" +Column Cover Plate Bolted Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.column_cover_plate import ColumnCoverPlate +from .adapter import validate_input, generate_output, create_cad_model + + +class ColumnCoverPlateBoltedService: + """Service class for Column Cover Plate Bolted Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = ColumnCoverPlate() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/__init__.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/__init__.py new file mode 100644 index 000000000..74a1da74c --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/__init__.py @@ -0,0 +1,6 @@ +""" +Column Cover Plate Welded Connection Sub-module +""" +MODULE_ID = 'Column-to-Column-Cover-Plate-Welded-Connection' +from .service import ColumnCoverPlateWeldedService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/adapter.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/adapter.py new file mode 100644 index 000000000..6033cd691 --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/adapter.py @@ -0,0 +1,409 @@ +""" +Api for Column Cover Plate Welded Connection module +Functions: + get_required_keys() -> List[str]: + Return all required input parameters for the module. + validate_input(input_values: Dict[str, Any]) -> None: + Go through all the input parameters. + Check if all required parameters are given. + Check if all parameters are of correct data type. + create_module() -> ColumnCoverPlateWeld: + Create an instance of the column cover plate welded connection module design class and set it up for use + create_from_input(input_values: Dict[str, Any]) -> ColumnCoverPlateWeld + Create an instance of the column cover plate welded connection module design class from input values. + generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + Generate, format and return the output values from the given input values. + create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + Generate the CAD model from input values as a BREP file. Return file path. +""" + +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl, +) + +from ...shared import setup_for_cad # Use moment_connection shared utilities +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld +import sys +import os +import typing +from typing import Dict, Any, List +import traceback + +def get_required_keys() -> List[str]: + return [ + "Module", + "Member.Designation", + "Member.Material", + "Material", + "Load.Moment", + "Load.Shear", + "Load.Axial", + "Weld.Type", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Design.Design_Method", + "Detailing.Gap", + "Connector.Material", + "Connector.Flange_Plate.Preferences", + "Connector.Flange_Plate.Thickness_list", + "Connector.Web_Plate.Thickness_List" + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + try: + required_keys = get_required_keys() + + # Filter out UI-specific keys that are not required by the backend module + filtered_input = {k: v for k, v in input_values.items() if k != "out_titles_status"} + + missing_keys = contains_keys(filtered_input, required_keys) + if missing_keys != None: + raise MissingKeyError(f"Required key '{missing_keys[0]}' is missing from input") + + # Validate string fields + string_fields = [ + "Module", + "Member.Designation", + "Member.Material", + "Material", + "Weld.Type", + "Weld.Fab", + "Design.Design_Method", + "Connector.Material", + "Connector.Flange_Plate.Preferences" + ] + for key in string_fields: + if key in filtered_input and not isinstance(filtered_input[key], str): + raise InvalidInputTypeError( + f"Field '{key}' must be a string, got {type(filtered_input[key]).__name__}" + ) + + # Validate numeric fields + numeric_fields = [ + "Load.Moment", + "Load.Shear", + "Load.Axial", + "Weld.Material_Grade_OverWrite", + "Detailing.Gap" + ] + for key in numeric_fields: + if key in filtered_input: + value = filtered_input[key] + if not isinstance(value, str) or not float_able(value): + raise InvalidInputTypeError( + f"Field '{key}' must be a string that can be converted to float, got '{value}'" + ) + # Additional numeric validation + float_val = float(value) + if key == "Detailing.Gap" and float_val < 0: + raise ValueError(f"Gap value must be non-negative, got {float_val}") + + # Validate plate thickness lists + thickness_lists = [ + "Connector.Flange_Plate.Thickness_list", + "Connector.Web_Plate.Thickness_List" + ] + for key in thickness_lists: + if key in filtered_input: + thickness = filtered_input[key] + if not isinstance(thickness, list): + raise InvalidInputTypeError( + f"Field '{key}' must be a list, got {type(thickness).__name__}" + ) + if not validate_list_type(thickness, str): + raise InvalidInputTypeError( + f"All items in '{key}' must be strings" + ) + if not custom_list_validation(thickness, float_able): + invalid_items = [x for x in thickness if not float_able(x)] + raise InvalidInputTypeError( + f"All items in '{key}' must be convertible to float. Invalid items: {invalid_items}" + ) + + except Exception as e: + raise type(e)(f"Input validation failed: {str(e)}") + + +def create_module() -> ColumnCoverPlateWeld: + """Create an instance of the column cover plate welded connection module design class and set it up for use""" + module = ColumnCoverPlateWeld() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> ColumnCoverPlateWeld: + """Create an instance of the column cover plate welded connection module design class from input values.""" + module = create_module() + module.set_input_values(input_values) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return formatted output""" + output = {} + module = create_from_input(input_values) + + # Get raw output data + raw_output_text = module.output_values(True) + raw_member_capacity = module.member_capacityoutput(True) + flange_weld_details = module.flange_weld_details(True) + web_weld_details = module.web_weld_details(True) + web_capacity = module.webcapacity(True) + flange_capacity = module.flangecapacity(True) + web_block_shear_pattern = module.web_pattern(True) + + from osdag_core.custom_logger import CustomLogger + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + # Process standard text parameters + for param in raw_output_text + raw_member_capacity + web_capacity + flange_capacity + web_block_shear_pattern: + if param[2] == "TextBox": + key = param[0] + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + # Process flange weld details and map colliding keys + for param in flange_weld_details: + if param[2] == "TextBox": + key = param[0] + if key == "bolt.long_joint": + key = "Flange_Weld.Reduction" + elif key == "Weld.Strength_red": + key = "Flange_Weld.Strength_red" + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + # Process web weld details and map colliding keys + for param in web_weld_details: + if param[2] == "TextBox": + key = param[0] + if key == "bolt.long_joint": + key = "Web_Weld.Reduction" + elif key == "Weld.Strength_red": + key = "Web_Weld.Strength_red" + output[key] = { + "key": key, + "label": param[1], + "val": param[3] + } + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP/STL file. + + External API uses section names: "Model", "Column", "CoverPlate", "Weld". + """ + if section not in ("Model", "Column", "CoverPlate", "Weld"): + raise InvalidInputTypeError("section", "'Model', 'Column', 'CoverPlate' or 'Weld'") + + module = create_from_input(input_values) + + # Ensure correct display keys for CAD routing + from osdag_core.Common import KEY_DISP_COLUMNCOVERPLATEWELD + if getattr(module, "module", None) != KEY_DISP_COLUMNCOVERPLATEWELD: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module,'module',None)} to {KEY_DISP_COLUMNCOVERPLATEWELD}") + module.module = KEY_DISP_COLUMNCOVERPLATEWELD + if getattr(module, "mainmodule", None) != "Moment Connection": + print(f"[CAD DEBUG] Adjusting module.mainmodule from {getattr(module,'mainmodule',None)} to Moment Connection") + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] building CommonDesignLogic with module={module.module}, mainmodule={module.mainmodule}, section={section}") + try: + cld = CommonDesignLogic(None, '', "", module.module , module.mainmodule) + except Exception as e: + print('error in cld e : ' , e) + + try: + setup_for_cad(cld, module) + except Exception as e: + traceback.print_exc() + print('Error in setting up cad e : ' , e) + + # Map external section names to internal component names expected by CommonDesignLogic + internal_section = section + if section == "CoverPlate": + internal_section = "Cover Plate" + + cld.component = internal_section + print(f"[cadissue] CC cover plate welded: cld.component set to {internal_section} for section={section}") + + def normalize_and_fuse(obj): + if obj is None: + return None + from OCC.Core.TopoDS import TopoDS_Shape + def _flatten(o): + if o is None: + return [] + if isinstance(o, dict): + out = [] + for v in o.values(): + out.extend(_flatten(v)) + return out + if isinstance(o, (list, tuple)): + out = [] + for i in o: + out.extend(_flatten(i)) + return out + return [o] + def _explode_compound(shape): + from OCC.Core.TopExp import TopExp_Explorer + from OCC.Core.TopAbs import TopAbs_SOLID + solids = [] + exp = TopExp_Explorer(shape, TopAbs_SOLID) + while exp.More(): + solids.append(exp.Current()) + exp.Next() + return solids if solids else [shape] + shapes = [] + for s in _flatten(obj): + if isinstance(s, TopoDS_Shape): + shapes.extend(_explode_compound(s)) + if not shapes: + return None + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + result = shapes[0] + for shp in shapes[1:]: + result = BRepAlgoAPI_Fuse(result, shp).Shape() + return result + + def get_shape_for_part(part_name): + if part_name == "Column": + return normalize_and_fuse(cld.CPObj.get_column_models()) + elif part_name in ("CoverPlate", "Cover Plate"): + return normalize_and_fuse(cld.CPObj.get_plate_models()) + elif part_name == "Weld": + return normalize_and_fuse(cld.CPObj.get_welded_modules()) + return None + + part_names = ["Column", "CoverPlate", "Weld"] + part_files = {} + + try: + if section == "Model": + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + import json + + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + part_shape = get_shape_for_part(part) + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + + # Write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + model = compound + else: + model = get_shape_for_part(section) + except Exception as e: + print('Error in resolving component shape e : ', e) + traceback.print_exc() + raise + + # check if the cad_models folder exists or not + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + if section == "Model": + try: + import json + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + except Exception as e: + print('Writing to BREP/STL file failed e : ', e) + + return file_path + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/service.py b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/service.py new file mode 100644 index 000000000..905e110fc --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_cover_plate_welded/service.py @@ -0,0 +1,31 @@ +""" +Column Cover Plate Welded Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld +from .adapter import validate_input, generate_output, create_cad_model + + +class ColumnCoverPlateWeldedService: + """Service class for Column Cover Plate Welded Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = ColumnCoverPlateWeld() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_end_plate/__init__.py b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/__init__.py new file mode 100644 index 000000000..866eaec8a --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/__init__.py @@ -0,0 +1,6 @@ +""" +Column End Plate Connection Sub-module +""" +MODULE_ID = 'Column-to-Column-End-Plate-Connection' +from .service import ColumnEndPlateService as Service + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_end_plate/adapter.py b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/adapter.py new file mode 100644 index 000000000..99181410b --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/adapter.py @@ -0,0 +1,476 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from ...shared import setup_for_cad # Use moment_connection shared utilities +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from osdag_core.custom_logger import CustomLogger +from osdag_core.design_type.connection.column_end_plate import ColumnEndPlate +import sys +import os +import typing +import traceback +import logging +import json +from typing import Dict, Any, List + +# Configure logger +logger = logging.getLogger(__name__) +logger.setLevel(logging.DEBUG) +# Create handlers +c_handler = logging.StreamHandler() +f_handler = logging.FileHandler('column_end_plate_module.log') +c_handler.setLevel(logging.INFO) +f_handler.setLevel(logging.DEBUG) +# Create formatters and add it to handlers +formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s') +c_handler.setFormatter(formatter) +f_handler.setFormatter(formatter) +# Add handlers to the logger +logger.addHandler(c_handler) +logger.addHandler(f_handler) + +# Suppress output when necessary +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Load.Moment", + "Material", + "Member.Designation", + "Member.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Weld.Type", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) + or not float_able(bolt_slipfactor)): + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + if not isinstance(input_values["Bolt.TensionType"], str): + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") + + # Validate Connectivity + if not isinstance(input_values["Connectivity"], str): + raise InvalidInputTypeError("Connectivity", "str") + + + # Validate Connector.Material + if not isinstance(input_values["Connector.Material"], str): + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + if not isinstance(input_values["Design.Design_Method"], str): + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + if not isinstance(input_values["Detailing.Edge_type"], str): + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) + or not int_able(detailing_gap)): + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) + or not int_able(load_axial)): + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) + or not int_able(load_shear)): + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Load.Moment + load_moment = input_values["Load.Moment"] + if (not isinstance(load_moment, str) + or not int_able(load_moment)): + raise InvalidInputTypeError( + "Load.Moment", "str where str can be converted to int") + + # Validate Material + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") + + # Validate Member.Designation + if not isinstance(input_values["Member.Designation"], str): + raise InvalidInputTypeError("Member.Designation", "str") + + # Validate Member.Material + if not isinstance(input_values["Member.Material"], str): + raise InvalidInputTypeError("Member.Material", "str") + + # Validate Module + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") + + # Validate Weld.Fab + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") + + # Validate Weld.Type + if not isinstance(input_values["Weld.Type"], str): + raise InvalidInputTypeError("Weld.Type", "str") + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) + or not int_able(weld_materialgradeoverwrite)): + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> ColumnEndPlate: + """Create an instance of the Column End Plate connection module design class and set it up for use""" + logger.info("Creating ColumnEndPlate module instance") + try: + module = ColumnEndPlate() + logger.debug("ColumnEndPlate instance created successfully") + module.set_osdaglogger(None, id="web") + logger.debug("OSDAGLogger set to None") + return module + except Exception as e: + logger.error(f"Error creating ColumnEndPlate module: {str(e)}") + logger.error(traceback.format_exc()) + raise + + +def create_from_input(input_values: Dict[str, Any]) -> ColumnEndPlate: + """Create an instance of the Column End Plate connection module design class from input values.""" + logger.info("Creating module from input values") + + # Validate input values first to catch issues early + try: + logger.debug("Validating input values") + validate_input(input_values) + logger.debug("Input validation successful") + except Exception as e: + logger.error(f"Input validation failed: {str(e)}") + logger.error(traceback.format_exc()) + raise + + try: + logger.debug("Creating module instance") + module = create_module() + logger.debug("Module instance created successfully") + except Exception as e: + logger.error(f"Error in create_module: {str(e)}") + logger.error(traceback.format_exc()) + raise + + # Set the input values on the module instance. + try: + logger.debug("Setting input values on module instance") + logger.debug(f"Input values: {input_values}") + module.set_input_values(input_values) + logger.debug("Input values set successfully") + except Exception as e: + logger.error(f"Error in set_input_values: {str(e)}") + logger.error(traceback.format_exc()) + raise + + logger.info("Module created and initialized with input values successfully") + return module + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return formatted output""" + logger.info("Generating output for Column-to-Column End Plate") + output = {} + logs = [] # Initialize logs + + module = create_from_input(input_values) + + # Only call output methods with flag=True if design succeeded + design_ok = getattr(module, 'design_status', False) + + raw_output_text = module.output_values(design_ok) + raw_output_flange = module.flange_bolt_spacing(design_ok) + raw_output_web = module.web_bolt_spacing(design_ok) + + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + print(f'Retrieved {len(logs)} logs from custom logger') + else: + print('Logger is not CustomLogger instance or logger not found') + print(f'Logger type: {type(module.logger) if hasattr(module, "logger") else "No logger"}') + logs = getattr(module, "logs", []) or [] + + raw_output = ( + raw_output_text + + raw_output_flange + raw_output_web + ) + + # Format output + for param in raw_output: + if len(param) >= 4 and param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + + # Handle numpy types + if hasattr(value, 'item'): + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + + logger.info(f"Output generation completed. Generated {len(output)} output fields and {len(logs)} log messages") + logger.debug(f"Final logs being returned: {logs}") + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Column", "Connector"): # Error checking: If section is valid. + raise InvalidInputTypeError( + "section", "'Model', 'Column' or 'Connector'") + module = create_from_input(input_values) # Create module from input. + + # Ensure correct display keys for CAD routing + from osdag_core.Common import KEY_DISP_COLUMNENDPLATE + if getattr(module, "module", None) != KEY_DISP_COLUMNENDPLATE: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module,'module',None)} to {KEY_DISP_COLUMNENDPLATE}") + module.module = KEY_DISP_COLUMNENDPLATE + if getattr(module, "mainmodule", None) != "Moment Connection": + print(f"[CAD DEBUG] Adjusting module.mainmodule from {getattr(module,'mainmodule',None)} to Moment Connection") + module.mainmodule = "Moment Connection" + + print(f"[CAD DEBUG] building CommonDesignLogic with module={module.module}, mainmodule={module.mainmodule}, section={section}") + # Object that will create the CAD model. + try: + # CommonDesignLogic(display, cad_widget, folder, connection, mainmodule) + cld = CommonDesignLogic(None, '', "", module.module , module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + + try : + # Setup the calculations object for generating CAD model. + setup_for_cad(cld, module) + except Exception as e : + traceback.print_exc() + print('Error in setting up cad e : ' , e) + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Column", "Connector"] + part_files = {} + compound_model = None + + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + # Reset component to Model and set compound as the model to write + cld.component = section + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = cld.create2Dcad() + except Exception as e : + print('Error in cld.create2Dcad() e : ' , e) + return False + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try : + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) # Generate CAD Model + + # Always try to write STL for the requested section + try: + stl_rel = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_rel) + write_stl(model, full_stl) + print(f"STL file saved at {full_stl}") + except Exception as stle: + print(f"Warning: Failed to save STL at {file_path}: {stle}") + + # If it's 'Model' section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e : + print('Writing to BREP file failed e : ' , e) + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path + diff --git a/backend/apps/modules/moment_connection/submodules/column_column_end_plate/service.py b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/service.py new file mode 100644 index 000000000..7c50df25c --- /dev/null +++ b/backend/apps/modules/moment_connection/submodules/column_column_end_plate/service.py @@ -0,0 +1,31 @@ +""" +Column End Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.column_end_plate import ColumnEndPlate +from .adapter import validate_input, generate_output, create_cad_model + + +class ColumnEndPlateService: + """Service class for Column End Plate Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + model = ColumnEndPlate() + if hasattr(model, "set_osdaglogger"): + model.set_osdaglogger(None, id="web") + model.set_input_values(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/moment_connection/urls.py b/backend/apps/modules/moment_connection/urls.py new file mode 100644 index 000000000..0a9cc1789 --- /dev/null +++ b/backend/apps/modules/moment_connection/urls.py @@ -0,0 +1,12 @@ +""" +Moment Connection URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import MomentConnectionViewSet + +router = DefaultRouter() +router.register(r'', MomentConnectionViewSet, basename='moment-connection') + +urlpatterns = router.urls + diff --git a/backend/apps/modules/moment_connection/views.py b/backend/apps/modules/moment_connection/views.py new file mode 100644 index 000000000..d5331ab55 --- /dev/null +++ b/backend/apps/modules/moment_connection/views.py @@ -0,0 +1,214 @@ +""" +Moment Connection ViewSet - Routes to sub-module services +Uses URL slug (not POST body) to find the correct service +Handles guest mode and optional project_id saving +""" +from rest_framework import viewsets +from rest_framework.decorators import action +from rest_framework.response import Response +from rest_framework.permissions import AllowAny +from rest_framework import status +from .registry import MomentConnectionRegistry +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from apps.core.models import Columns, Beams, Bolt, Material, CustomMaterials +from apps.core.api.design.report_customization_api import generate_initial_report_core +from apps.sections.options_merge import merge_user_sections_into_options + + +# Mapping from moment-connection submodule slug to legacy report module_id +MOMENT_REPORT_MODULE_ID_MAP = { + "beam-beam-cover-plate-bolted": "Beam-to-Beam-Cover-Plate-Bolted-Connection", + "beam-beam-cover-plate-welded": "Beam-to-Beam-Cover-Plate-Welded-Connection", + "beam-beam-end-plate": "Beam-Beam-End-Plate-Connection", + "beam-column-end-plate": "Beam-to-Column-End-Plate-Connection", + "column-column-cover-plate-bolted": "Column-to-Column-Cover-Plate-Bolted-Connection", + "column-column-cover-plate-welded": "Column-to-Column-Cover-Plate-Welded-Connection", + "column-column-end-plate": "Column-to-Column-End-Plate-Connection", +} + + +class MomentConnectionViewSet(viewsets.ViewSet): + """ + Generic ViewSet that routes to specific sub-module services based on URL slug. + Supports guest mode and optional project_id saving for authenticated users. + """ + permission_classes = [AllowAny] # Allow both authenticated and guest users + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/moment-connection/{submodule_slug}/design/ + Asynchronously runs calculation task. + """ + ServiceClass = MomentConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_design('moment-connection', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/moment-connection/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + return trigger_async_report('moment-connection', submodule_slug, MOMENT_REPORT_MODULE_ID_MAP, request) + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/moment-connection/{submodule_slug}/options/ + + Returns dropdown/options data for the sub-module. + """ + slug = submodule_slug + + # Common data helpers + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def bolt_diameters(): + lst = list(Bolt.objects.values_list('Bolt_diameter', flat=True)) + lst.sort() + return lst + + property_classes = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + thickness_list = [ + '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', + '56', '63', '75', '80', '90', '100', '110', '120' + ] + + try: + # Beam-to-Beam Cover Plate Bolted + if slug == 'beam-beam-cover-plate-bolted': + data = { + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Beam-to-Beam Cover Plate Welded + if slug == 'beam-beam-cover-plate-welded': + data = { + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'weldTypes': [ + {'value': 'Fillet Weld', 'label': 'Fillet Weld'}, + {'value': 'Groove Weld', 'label': 'Groove Weld'} + ], + 'weldFab': [ + {'value': 'Shop Weld', 'label': 'Shop Weld'}, + {'value': 'Field Weld', 'label': 'Field Weld'} + ], + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Beam-Beam End Plate + if slug == 'beam-beam-end-plate': + data = { + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Beam-Column End Plate + if slug == 'beam-column-end-plate': + data = { + 'connectivityList': ['Column-Flange-Beam-Web', 'Column Web-Beam Web'], + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + 'boltTypeList': ['Bearing Bolt', 'Friction Grip Bolt'], + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Column-to-Column Cover Plate Bolted + if slug == 'column-column-cover-plate-bolted': + data = { + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Column-to-Column Cover Plate Welded + if slug == 'column-column-cover-plate-welded': + data = { + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'weldTypes': [ + {'value': 'Fillet Weld', 'label': 'Fillet Weld'}, + {'value': 'Groove Weld', 'label': 'Groove Weld'} + ], + 'weldFab': [ + {'value': 'Shop Weld', 'label': 'Shop Weld'}, + {'value': 'Field Weld', 'label': 'Field Weld'} + ], + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # Column-to-Column End Plate + if slug == 'column-column-end-plate': + data = { + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + 'boltTypeList': ['Bearing Bolt', 'Friction Grip Bolt'], + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + return Response({'error': f'Sub-module {slug} not found'}, status=404) + except Exception as e: + return Response({'error': str(e)}, status=500) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/moment-connection/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + ServiceClass = MomentConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_cad('moment-connection', submodule_slug, ServiceClass, request) diff --git a/backend/apps/modules/shear_connection/__init__.py b/backend/apps/modules/shear_connection/__init__.py new file mode 100644 index 000000000..0c0afcf6a --- /dev/null +++ b/backend/apps/modules/shear_connection/__init__.py @@ -0,0 +1,2 @@ +# Shear Connection module package + diff --git a/backend/apps/modules/shear_connection/apps.py b/backend/apps/modules/shear_connection/apps.py new file mode 100644 index 000000000..3bf71d9c6 --- /dev/null +++ b/backend/apps/modules/shear_connection/apps.py @@ -0,0 +1,7 @@ +from django.apps import AppConfig + + +class ShearConnectionConfig(AppConfig): + default_auto_field = 'django.db.models.BigAutoField' + name = 'apps.modules.shear_connection' + diff --git a/backend/apps/modules/shear_connection/registry.py b/backend/apps/modules/shear_connection/registry.py new file mode 100644 index 000000000..3f394bea5 --- /dev/null +++ b/backend/apps/modules/shear_connection/registry.py @@ -0,0 +1,18 @@ +""" +Shear Connection Registry - Auto-discovers sub-modules +Inherits from BaseModuleRegistry (DRY principle) +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class ShearConnectionRegistry(BaseModuleRegistry): + """Registry for shear connection sub-modules""" + pass + + +# Auto-discover sub-modules +_package_name = 'apps.modules.shear_connection.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +ShearConnectionRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/shear_connection/shared.py b/backend/apps/modules/shear_connection/shared.py new file mode 100644 index 000000000..66699b079 --- /dev/null +++ b/backend/apps/modules/shear_connection/shared.py @@ -0,0 +1,25 @@ +""" +Shared utilities for shear connection modules +""" +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Display.backend import * +from osdag_core.Common import * + + +def setup_for_cad(cdl: CommonDesignLogic, module_class): + """Sets up the CommonLogicObjct before generating CAD""" + print("****") + cdl.module_class = module_class # Set the module class in design logic object. + cdl.module_object = module_class # Set the module object (required by common_logic.py) + print("******") + module_object = module_class + print("********") + cdl.loc = module_object.connectivity # Set the connectivity of the module in the design logic object. + if cdl.loc == CONN_CWBW: # If connection type is 'Column Web-Beam Web'. + cdl.connectivityObj = cdl.create3DColWebBeamWeb() # IDK what this does, I guess it creates the connection object. + elif cdl.loc == CONN_CFBW: # If connection type is 'Column Flange-Beam Web'. + cdl.connectivityObj = cdl.create3DColFlangeBeamWeb() # IDK what this does, I guess it creates the connection object. + else: # If it is none of them, + cdl.connectivityObj = cdl.create3DBeamWebBeamWeb() # I guess it creates the last type of connection. + + diff --git a/backend/apps/modules/shear_connection/submodules/__init__.py b/backend/apps/modules/shear_connection/submodules/__init__.py new file mode 100644 index 000000000..19f2128d4 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/__init__.py @@ -0,0 +1,2 @@ +# Sub-modules package + diff --git a/backend/apps/modules/shear_connection/submodules/cantilever/__init__.py b/backend/apps/modules/shear_connection/submodules/cantilever/__init__.py new file mode 100644 index 000000000..e63b4726c --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cantilever/__init__.py @@ -0,0 +1,5 @@ +""" +CantileverConnection Sub-module +""" +MODULE_ID = 'CantileverConnection' +from .service import CantileverService as Service \ No newline at end of file diff --git a/backend/apps/modules/shear_connection/submodules/cantilever/adapter.py b/backend/apps/modules/shear_connection/submodules/cantilever/adapter.py new file mode 100644 index 000000000..b89452806 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cantilever/adapter.py @@ -0,0 +1,378 @@ +""" +Api for CantileverConnection module +Functions: + get_required_keys() -> List[str]: + Return all required input parameters for the module. + validate_input(input_values: Dict[str, Any]) -> None: + Go through all the input parameters. + Check if all required parameters are given. + Check if all parameters are of correct data type. + create_module() -> CantileverConnection: + Create an instance of the CantileverConnection module design class and set it up for use + create_from_input(input_values: Dict[str, Any]) -> CantileverConnection + Create an instance of the CantileverConnection module design class from input values. + generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "val": 40 + } + } + create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + Generate the CAD model from input values as a BREP file. Return file path. +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer + +# from OCC.Core.StlAPI import StlAPI_Writer +# from OCC.Core.TopoDS import TopoDS_Solid, TopoDS_Shell +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.flexural_member.flexure_cantilever import Flexure_Cantilever as CantileverConnection +from osdag_core.Common import KEY_DISP_Cantilever, KEY_CONN +from osdag_core.custom_logger import CustomLogger +import sys +import os +import typing +from typing import Dict, Any, List +import traceback +import json +from apps.core.utils import write_stl + +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # Check if all items in Connector.Plate.Thickness_List are str. + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> CantileverConnection: + """Create an instance of the CantileverConnection module design class and set it up for use""" + print("\n[create_module] Creating CantileverConnection instance...") + try: + module = CantileverConnection() # Create an instance of the CantileverConnection + print(f" CantileverConnection instance created: {id(module)}") + + print(f" Setting logger with id='web'...") + module.set_osdaglogger(None, id="web") + print(f" Logger set successfully") + print(f" Logger name: {getattr(module.logger, 'name', 'N/A') if hasattr(module, 'logger') else 'No logger'}") + + return module + except Exception as e: + print(f" ERROR in create_module: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + +def create_from_input(input_values: Dict[str, Any]) -> CantileverConnection: + """Create an instance of the cantilever connection module design class from input values.""" + print("\n" + "=" * 60) + print("create_from_input() called") + print("=" * 60) + print(f"Input values received: {len(input_values)} keys") + print(f"Sample keys: {list(input_values.keys())[:5]}") + + module = None + print("\n[create_from_input] Step 1: Creating module instance...") + try: + module = create_module() + print(" Module instance created") + except Exception as e: + print(f" ERROR creating module: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[create_from_input] Step 2: Setting input values...") + try: + module.set_input_values(input_values) + print(" Input values set successfully") + except Exception as e: + print(f" ERROR setting input values: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print(f"\ncreate_from_input() completed successfully. Module: {id(module)}") + return module + + +def generate_output(input_values: Dict[str, Any]) -> tuple: + """Generate formatted output from input values.""" + print("\n" + "=" * 60) + print("generate_output() called") + print("=" * 60) + + logs = [] + output = {} + + try: + print("\n[generate_output] Step 1: Creating and calculating module...") + module = create_from_input(input_values) + print(" Module created and calculated") + + print("\n[generate_output] Step 2: Extracting output values...") + output = module.output_values(True) + print(f" Output values extracted: {len(output)} items") + + print("\n[generate_output] Step 3: Extracting logs...") + logs = module.logs if hasattr(module, 'logs') else [] + print(f" Logs extracted: {len(logs)} items") + + print("\ngenerate_output() completed successfully") + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + except Exception as e: + print(f"\n ERROR in generate_output(): {type(e).__name__}: {e}") + traceback.print_exc() + logs.append({"msg": f"Error in generate_output: {str(e)}", "type": "error"}) + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + print("\n" + "=" * 60) + print("create_cad_model() called") + print("=" * 60) + print(f"Section: {section}, Session: {session}") + + try: + print("\n[create_cad_model] Step 1: Creating module from input...") + module = create_from_input(input_values) + print(" Module created") + + print("\n[create_cad_model] Step 2: Generating CAD model...") + # Ensure module.module is set correctly for CAD generation + if hasattr(module, 'module') and module.module != KEY_DISP_Cantilever: + print(f'WARNING: module.module is {repr(module.module)}, setting to KEY_DISP_Cantilever') + module.module = KEY_DISP_Cantilever + + # connection should be KEY_DISP_Cantilever for proper CAD generation + connection_key = KEY_DISP_Cantilever + + print(f'KEY_DISP_Cantilever value: {repr(KEY_DISP_Cantilever)}') + + # Generate CAD model + cad_file_path = module.create_3d_model(connection_key, section, session) + print(f" CAD model generated: {cad_file_path}") + + print("\ncreate_cad_model() completed successfully") + return cad_file_path + + except Exception as e: + print(f"\n ERROR in create_cad_model(): {type(e).__name__}: {e}") + traceback.print_exc() + raise diff --git a/backend/apps/modules/shear_connection/submodules/cantilever/service.py b/backend/apps/modules/shear_connection/submodules/cantilever/service.py new file mode 100644 index 000000000..277d91b39 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cantilever/service.py @@ -0,0 +1,94 @@ +""" +Cantilever Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.flexural_member.flexure_cantilever import Flexure_Cantilever as CantileverConnection +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class CantileverService: + """Service class for CantileverConnection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("CantileverService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in CantileverService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Beam', 'Column', 'Plate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) \ No newline at end of file diff --git a/backend/apps/modules/shear_connection/submodules/cleat_angle/__init__.py b/backend/apps/modules/shear_connection/submodules/cleat_angle/__init__.py new file mode 100644 index 000000000..a90d564fa --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cleat_angle/__init__.py @@ -0,0 +1,5 @@ +""" +Cleat Angle Connection Sub-module +""" +MODULE_ID = 'CleatAngleConnection' +from .service import CleatAngleService as Service diff --git a/backend/apps/modules/shear_connection/submodules/cleat_angle/adapter.py b/backend/apps/modules/shear_connection/submodules/cleat_angle/adapter.py new file mode 100644 index 000000000..84fa964fa --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cleat_angle/adapter.py @@ -0,0 +1,622 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.Common import KEY_CONN +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.cleat_angle_connection import CleatAngleConnection +from osdag_core.custom_logger import CustomLogger +import sys +import os +from typing import Dict, Any, List +import traceback +def get_required_keys_cleat_angle() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Angle_List", + ] + +def validate_input(input_values: Dict[str,Any])-> None: + #check iif all required keys exist + required_keys = get_required_keys_cleat_angle() + # check if input_values contains all required keys + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: #if keys are missing. + #Raise error for the first missinf key. + raise MissingKeyError(missing_keys[0]) + + #check if Cleat.Angle_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"],str): + #if not raise an error + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type") + + #validate Bolt Diameter + bolt_diameter =input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter,list) + or not validate_list_type(bolt_diameter,str) + or not custom_list_validation(bolt_diameter, int_able)): + raise InvalidInputTypeError( + "Bolt.Diameter","non empty List[str] where all items can be converted to int" + ) + + # validate cleat grade + bolt_grade = input_values["Bolt.Grade"] + if(not isinstance(bolt_grade,list) + or not validate_list_type(bolt_grade,str) + or not custom_list_validation(bolt_grade,float_able)): + + #if any condition fail raise an error + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float" + ) + + #Validate Cleat.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor,str) + or not float_able(bolt_slipfactor)): + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float" + ) + + #Validate Cleat.TensionType + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + #Validate Cleat.Type + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # validate connectivity + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + #Validate Connector Material + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + # connector_plate_thicknesslist = input_values["Connector.Angle_List"] + # if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # # Check if all items in Connector.Plate.Thickness_List are str. + # or not validate_list_type(connector_plate_thicknesslist, str) + # or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + # raise InvalidInputTypeError( + # "Connector.Angle_List", "List[str] where all items can be converted to int") + + +def create_module() -> CleatAngleConnection: + """Create an instance of the cleat angle connection module design class and set it up for use""" + module = CleatAngleConnection() # Create an instance of the CleatAngleConnection + # Initialize logger to avoid None during member capacity checks + try: + module.set_osdaglogger(None, id="web") + except Exception as log_e: + print("Warning: failed to init logger:", log_e) + return module + +def create_from_input(input_values: Dict[str, Any]) -> CleatAngleConnection: + """Create an instance of the cleat angle connection module design class from input values.""" + # validate_input(input_values) + print('CleatAngle - create_from_input called with input_values:', input_values) + + try : + module = create_module() # Create module instance. + print('CleatAngle - create_module successful, module:', module) + except Exception as e : + print('e in create_module : ' , e) + print('error in creating module') + traceback.print_exc() + return None + + # Map frontend keys to osdag_core keys + # Frontend sends 'Connectivity' but osdag_core expects 'Connectivity *' (KEY_CONN) + design_dictionary = input_values.copy() + if 'Connectivity' in design_dictionary and KEY_CONN not in design_dictionary: + design_dictionary[KEY_CONN] = design_dictionary.pop('Connectivity') + + # Set the input values on the module instance. + print('CleatAngle - About to call module.set_input_values') + print('CleatAngle - Section designations in input:') + print(' - Supporting Section (Column):', design_dictionary.get('Member.Supporting_Section.Designation')) + print(' - Supported Section (Beam):', design_dictionary.get('Member.Supported_Section.Designation')) + print(' - Connectivity:', design_dictionary.get(KEY_CONN)) + + try : + module.set_input_values(design_dictionary) + print('CleatAngle - module.set_input_values successful') + except Exception as e : + + traceback.print_exc() + print('e in set_input_values : ' , e) + print('error in setting the input values') + print('CleatAngle - Exception type:', type(e)) + print('CleatAngle - Exception args:', e.args) + + return module + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + print('CleatAngle - generate_output called with input_values:', input_values) + + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + print('module : ' , module) + print('type of module : ' , type(module)) + + if module is None: + print('CleatAngle - Module creation failed, returning empty output') + return {}, [] + + # Check if module has required attributes + if not hasattr(module, 'output_values'): + print('CleatAngle - Module does not have output_values method') + return {}, [] + + print('CleatAngle - About to call module output methods') + + try: + # Check if module has required attributes for output generation + required_attrs = ['cleat', 'bolt', 'sptd_leg', 'spting_leg'] + missing_attrs = [] + for attr in required_attrs: + if not hasattr(module, attr): + missing_attrs.append(attr) + + if missing_attrs: + print(f'CleatAngle - Module missing required attributes: {missing_attrs}') + print('CleatAngle - This indicates set_input_values failed. Module not properly initialized.') + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + else: + logs = getattr(module, 'logs', []) or [] + if not logs: + logs = ["No logs generated"] + try: + logs = list(reversed(logs)) + except Exception: + pass + return {}, logs + + # Generate output values in unformatted form. + raw_output_text = module.output_values(True) + print('CleatAngle - raw_output_text:', raw_output_text) + print(f'CleatAngle - raw_output_text length: {len(raw_output_text)}') + except Exception as e: + print('CleatAngle - Error calling output_values:', e) + traceback.print_exc() + raw_output_text = [] + + try: + raw_output_spacing_supported = module.spacing(True) # Generate output val (supported side) + print('CleatAngle - raw_output_spacing_supported:', raw_output_spacing_supported) + except Exception as e: + print('CleatAngle - Error calling spacing (supported):', e) + raw_output_spacing_supported = [] + + try: + raw_output_spacing_supporting = module.spting_spacing(True) # supporting side spacing + print('CleatAngle - raw_output_spacing_supporting:', raw_output_spacing_supporting) + except Exception as e: + print('CleatAngle - Error calling spting_spacing (supporting):', e) + raw_output_spacing_supporting = [] + + try: + # raw_output_capacities = module.capacities(True) + raw_bolt_capacity_supported = module.bolt_capacity_details_supported(True) + print('CleatAngle - raw_bolt_capacity_supported:', raw_bolt_capacity_supported) + except Exception as e: + print('CleatAngle - Error calling bolt_capacity_details_supported:', e) + raw_bolt_capacity_supported = [] + + try: + raw_bolt_capacity_suporting = module.bolt_capacity_details_suporting(True) + print('CleatAngle - raw_bolt_capacity_suporting:', raw_bolt_capacity_suporting) + except Exception as e: + print('CleatAngle - Error calling bolt_capacity_details_suporting:', e) + raw_bolt_capacity_suporting = [] + + try: + raw_sptd_leg_capacities = module.sptd_leg_capacities(True) + print('CleatAngle - raw_sptd_leg_capacities:', raw_sptd_leg_capacities) + except Exception as e: + print('CleatAngle - Error calling sptd_leg_capacities:', e) + raw_sptd_leg_capacities = [] + + try: + raw_spting_leg_capacities = module.spting_leg_capacities(True) + print('CleatAngle - raw_spting_leg_capacities:', raw_spting_leg_capacities) + except Exception as e: + print('CleatAngle - Error calling spting_leg_capacities:', e) + raw_spting_leg_capacities = [] + + try: + raw_bolt_cap_sptd_simple = module.bolt_capacity_supported(True) + print('CleatAngle - raw_bolt_cap_sptd_simple:', raw_bolt_cap_sptd_simple) + except Exception as e: + print('CleatAngle - Error calling bolt_capacity_supported:', e) + raw_bolt_cap_sptd_simple = [] + + try: + raw_bolt_cap_spting_simple = module.bolt_capacity_supporting(True) + print('CleatAngle - raw_bolt_cap_spting_simple:', raw_bolt_cap_spting_simple) + except Exception as e: + print('CleatAngle - Error calling bolt_capacity_supporting:', e) + raw_bolt_cap_spting_simple = [] + + try: + raw_section_capacity = module.section_capacity_details(True) + print('CleatAngle - raw_section_capacity:', raw_section_capacity) + except Exception as e: + print('CleatAngle - Error calling section_capacity_details:', e) + raw_section_capacity = [] + + # Add suffixes to duplicate-prone supported keys + raw_supported = [ + (f"{key}_supported", label, typ, value, visible) + for key, label, typ, value, visible in raw_bolt_capacity_supported + if key # only if key is not None + ] + + raw_supporting = [ + (f"{key}_supporting", label, typ, value, visible) + for key, label, typ, value, visible in raw_bolt_capacity_suporting + if key + ] + + # Plate capacity - supported leg (add _sptd_plate suffix to distinguish from bolt keys) + raw_sptd_plate = [ + (f"{item[0]}_sptd_plate" if item[0] else None, item[1], item[2], item[3], item[4] if len(item) > 4 else True) + for item in raw_sptd_leg_capacities + if len(item) >= 4 and item[0] + ] + + # Plate capacity - supporting leg + raw_spting_plate = [ + (f"{item[0]}_spting_plate" if item[0] else None, item[1], item[2], item[3], item[4] if len(item) > 4 else True) + for item in raw_spting_leg_capacities + if len(item) >= 4 and item[0] + ] + + # Simple bolt capacity - supported + raw_bolt_simple_sptd = [ + (f"{item[0]}_bolt_sptd" if item[0] else None, item[1], item[2], item[3], item[4] if len(item) > 4 else True) + for item in raw_bolt_cap_sptd_simple + if len(item) >= 4 and item[0] + ] + + # Simple bolt capacity - supporting + raw_bolt_simple_spting = [ + (f"{item[0]}_bolt_spting" if item[0] else None, item[1], item[2], item[3], item[4] if len(item) > 4 else True) + for item in raw_bolt_cap_spting_simple + if len(item) >= 4 and item[0] + ] + + # Section capacity + raw_sec_cap = [ + (f"{item[0]}_section" if item[0] else None, item[1], item[2], item[3], item[4] if len(item) > 4 else True) + for item in raw_section_capacity + if len(item) >= 4 and item[0] + ] + + # Create spacing outputs with side-specific suffixes to avoid key collisions + raw_spacing_supported = [ + (f"{key}_supported", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_spacing_supported + if len(item) >= 4 and item[0] + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_spacing_supporting = [ + (f"{key}_supporting", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_spacing_supporting + if len(item) >= 4 and item[0] + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + # Prefer CustomLogger if attached + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + print(f'CleatAngle - Retrieved {len(logs)} logs from CustomLogger') + else: + logs = module.logs if hasattr(module, 'logs') else [] + print(f'CleatAngle - Module logs: {logs}') + # Ensure logs is a list if empty + if not logs: + logs = ["No logs generated"] + print("CleatAngle - Setting default logs message") + + raw_output = ( + raw_spacing_supported + raw_spacing_supporting + + raw_output_text + + raw_supported + raw_supporting + + raw_sptd_plate + raw_spting_plate + + raw_bolt_simple_sptd + raw_bolt_simple_spting + + raw_sec_cap + ) + print(f'CleatAngle - Total raw_output items: {len(raw_output)}') + print(f'CleatAngle - Raw output sample: {raw_output[:5] if raw_output else "Empty"}') + + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for param in raw_output: + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + print(f'CleatAngle - Adding to output: {key} = {value}') + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + + print(f'CleatAngle - Final output keys: {list(output.keys())}') + print(f'CleatAngle - Final output size: {len(output)}') + print(f'CleatAngle - Final logs being returned: {logs}') + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + +#we do not have plate in just like in finplate case, we have cleatAngle which is combination of angle & nutbolts +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + from apps.core.utils import write_stl + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.Message import Message_ProgressRange + + if section not in ("Model", "Beam", "Column", "cleatAngle", "Bolt", "Weld"): # Error checking: If section is valid. + raise InvalidInputTypeError( + "section", "'Model', 'Beam', 'Column', 'cleatAngle', 'Bolt' or 'Weld'") + + # First check if we have valid output before attempting CAD generation + try: + output, logs = generate_output(input_values) + if not output or len(output) == 0: + print('CleatAngle CAD - No valid output found. Cannot generate CAD model.') + raise ValueError("Cannot generate CAD model: No valid design output found. Please ensure the design calculation completed successfully.") + except Exception as e: + print(f'CleatAngle CAD - Error checking output: {e}') + raise ValueError(f"Cannot generate CAD model: Design calculation failed - {str(e)}") + + module = create_from_input(input_values) # Create module from input. + print('module from input values : ' , module) + # Object that will create the CAD model. + try : + # CommonDesignLogic(display, cad_widget, folder, connection, mainmodule) + from osdag_core.Common import KEY_DISP_CLEATANGLE + cld = CommonDesignLogic(None, None, '', KEY_DISP_CLEATANGLE, module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + + try : + # Setup the calculations object for generating CAD model. + scc.setup_for_cad(cld, module) + except Exception as e : + import traceback + traceback.print_exc() + print('Error in setting up cad e : ' , e) + + cld.component = section + + part_names = ["Beam", "Column", "cleatAngle", "Weld", "Welds", "Bolt", "Bolts"] + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for part in part_names: + try: + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + builder.Add(compound, part_shape) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + full_brep_path = os.path.join(os.getcwd(), part_file_path_rel) + from OCC.Core import BRepTools + BRepTools.breptools.Write(part_shape, full_brep_path, Message_ProgressRange()) + print(f"[CleatAngle CAD] Wrote BREP for {part} at {full_brep_path}") + # STL as well + part_stl_file = part_file_path_rel.replace(".brep", ".stl") + try: + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_file)) + print(f"[CleatAngle CAD] Wrote STL for {part} at {os.path.join(os.getcwd(), part_stl_file)}") + except Exception as e: + print(f"Failed to write STL for part {part} (CleatAngle):", e) + except Exception as e: + print(f"Failed generating cad part {part} in CleatAngle: {e}") + + # Now write the compound as the Model + cld.component = "Model" + model = compound + compound_file_name = f"{session}_Model.brep" + compound_file_path_rel = os.path.join("file_storage", "cad_models", compound_file_name) + from OCC.Core import BRepTools + full_compound_path = os.path.join(os.getcwd(), compound_file_path_rel) + BRepTools.breptools.Write(model, full_compound_path, Message_ProgressRange()) + print(f"[CleatAngle CAD] Wrote Model BREP at {full_compound_path}") + # Compound/model STL (for completeness, not loaded in UI) + compound_stl_file = compound_file_path_rel.replace(".brep", ".stl") + try: + write_stl(model, os.path.join(os.getcwd(), compound_stl_file)) + print(f"[CleatAngle CAD] Wrote Model STL at {os.path.join(os.getcwd(), compound_stl_file)}") + except Exception as e: + print("Failed to write Model STL for CleatAngle:", e) + + # Optional on-demand exports (only when frontend requests them) + try: + from apps.core.utils.cad_export import export_step, export_iges + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + if "step" in export_formats_lc: + step_rel = compound_file_path_rel.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = compound_file_path_rel.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional step/iges export failed for CleatAngle Model: {e}") + return compound_file_path_rel + else: + try : + model = cld.create2Dcad() # Generate CAD Model. + except Exception as e : + print('Error in cld.create2Dcad() e : ' , e) + return False + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + print('2d model : ' , model) + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + try : + from OCC.Core import BRepTools + full_brep = os.path.join(os.getcwd(), file_path) + BRepTools.breptools.Write(model, full_brep, Message_ProgressRange()) + print(f"[CleatAngle CAD] Wrote BREP for {section} at {full_brep}") + # Write STL too + stl_file_path = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_file_path) + write_stl(model, full_stl) + print(f"[CleatAngle CAD] Wrote STL for {section} at {full_stl}") + except Exception as e : + print('Writing to BREP or STL file failed e : ' , e) + return file_path + except Exception as top_e: + print('Top-level error in CleatAngle create_cad_model:', top_e) + return False + + diff --git a/backend/apps/modules/shear_connection/submodules/cleat_angle/service.py b/backend/apps/modules/shear_connection/submodules/cleat_angle/service.py new file mode 100644 index 000000000..34caab745 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/cleat_angle/service.py @@ -0,0 +1,26 @@ +""" +Cleat Angle Service - Business logic layer +""" +from osdag_core.design_type.connection.cleat_angle_connection import CleatAngleConnection +from .adapter import validate_input, generate_output, create_cad_model + + +class CleatAngleService: + """Service class for Cleat Angle Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/shear_connection/submodules/fin_plate/__init__.py b/backend/apps/modules/shear_connection/submodules/fin_plate/__init__.py new file mode 100644 index 000000000..293707f38 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/fin_plate/__init__.py @@ -0,0 +1,5 @@ +""" +FinPlateConnection Sub-module +""" +MODULE_ID = 'FinPlateConnection' +from .service import FinPlateService as Service diff --git a/backend/apps/modules/shear_connection/submodules/fin_plate/adapter.py b/backend/apps/modules/shear_connection/submodules/fin_plate/adapter.py new file mode 100644 index 000000000..e1657c6cd --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/fin_plate/adapter.py @@ -0,0 +1,664 @@ +""" +Api for FinPlateConnection module +Functions: + get_required_keys() -> List[str]: + Return all required input parameters for the module. + validate_input(input_values: Dict[str, Any]) -> None: + Go through all the input parameters. + Check if all required parameters are given. + Check if all parameters are of correct data type. + create_module() -> FinPlateConnection: + Create an instance of the FinPlateConnection module design class and set it up for use + create_from_input(input_values: Dict[str, Any]) -> FinPlateConnection + Create an instance of the FinPlateConnection module design class from input values. + generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "val": 40 + } + } + create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: + Generate the CAD model from input values as a BREP file. Return file path. +""" +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer + +# from OCC.Core.StlAPI import StlAPI_Writer +# from OCC.Core.TopoDS import TopoDS_Solid, TopoDS_Shell +from osdag_core.cad.common_logic import CommonDesignLogic +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.fin_plate_connection import FinPlateConnection +from osdag_core.Common import KEY_DISP_FINPLATE, KEY_CONN +from osdag_core.custom_logger import CustomLogger +import sys +import os +import typing +from typing import Dict, Any, List +import traceback +import json +from apps.core.utils import write_stl +import traceback +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key. + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # Check if all items in Connector.Plate.Thickness_List are str. + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> FinPlateConnection: + """Create an instance of the FinPlateConnection module design class and set it up for use""" + print("\n[create_module] Creating FinPlateConnection instance...") + try: + module = FinPlateConnection() # Create an instance of the FinPlateConnection + print(f" FinPlateConnection instance created: {id(module)}") + + print(f" Setting logger with id='web'...") + module.set_osdaglogger(None, id="web") + print(f" Logger set successfully") + print(f" Logger name: {getattr(module.logger, 'name', 'N/A') if hasattr(module, 'logger') else 'No logger'}") + + return module + except Exception as e: + print(f" ERROR in create_module: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + +def create_from_input(input_values: Dict[str, Any]) -> FinPlateConnection: + """Create an instance of the beam beam end plate connection module design class from input values.""" + + module = None + print("\n[create_from_input] Step 1: Creating module instance...") + try: + module = create_module() # Create module instance. + except Exception as e: + print(f" ERROR in create_module: {type(e).__name__}: {e}") + traceback.print_exc() + raise + design_dictionary = input_values.copy() + if 'Connectivity' in design_dictionary and KEY_CONN not in design_dictionary: + connectivity_value = design_dictionary.pop('Connectivity') + design_dictionary[KEY_CONN] = connectivity_value + else: + if KEY_CONN in design_dictionary: + print(f" KEY_CONN value: '{design_dictionary[KEY_CONN]}'") + + print(f" Final design_dictionary has {len(design_dictionary)} keys") + print(f" Key check - KEY_CONN present: {KEY_CONN in design_dictionary}") + + # Set the input values on the module instance. + print(f"\n[create_from_input] Step 3: Setting input values on module...") + print(f" Module is None: {module is None}") + try: + if module is None: + raise RuntimeError('Module instance was not created') + module.set_input_values(design_dictionary) + print(f" set_input_values() completed successfully") + + # Verify key was set correctly + if hasattr(module, 'connectivity'): + print(f" Module connectivity attribute: '{module.connectivity}'") + else: + print(f" Module has no 'connectivity' attribute") + + except Exception as e: + print(f"\n ERROR in set_input_values:") + print(f" Exception type: {type(e).__name__}") + print(f" Exception message: {str(e)}") + print(f" Design dictionary keys: {list(design_dictionary.keys())[:10]}") + print(f" KEY_CONN in design_dictionary: {KEY_CONN in design_dictionary}") + if KEY_CONN in design_dictionary: + print(f" KEY_CONN value: '{design_dictionary[KEY_CONN]}'") + traceback.print_exc() + print('error in setting the input values') + raise + + print("=" * 60) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "val": 40 + } + } + """ + print("\n" + "=" * 60) + print("generate_output() called") + print("=" * 60) + print(f"Input values keys (first 10): {list(input_values.keys())[:10]}") + + output = {} # Dictionary for formatted values + + print("\n[Step 1] Creating module from input...") + try: + module = create_from_input(input_values) # Create module from input. + print(f"Module created: {type(module).__name__}") + print(f"Module object: {module}") + except Exception as e: + print(f"Failed to create module: {e}") + raise + + # Initialize logs variable first + logs = [] + + try: + print("\n[Step 2] Calling module.output_values(True)...") + print(f" Module type: {type(module)}") + print(f" Module has output_values method: {hasattr(module, 'output_values')}") + try: + raw_output_text = module.output_values(True) + print(f"output_values() returned {len(raw_output_text)} parameters") + if len(raw_output_text) > 0: + print(f" First parameter sample: {raw_output_text[0] if isinstance(raw_output_text[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f" ERROR in output_values(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 3] Calling module.spacing(True)...") + print(f" Module has spacing method: {hasattr(module, 'spacing')}") + try: + raw_output_spacing = module.spacing(True) + print(f"spacing() returned {len(raw_output_spacing)} parameters") + if len(raw_output_spacing) > 0: + print(f" First spacing parameter: {raw_output_spacing[0] if isinstance(raw_output_spacing[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f" ERROR in spacing(): {type(e).__name__}: {e}") + print(f" Error details: {str(e)}") + traceback.print_exc() + raise + + print("\n[Step 4] Calling module.capacities(True)...") + print(f" Module has capacities method: {hasattr(module, 'capacities')}") + try: + raw_output_capacities = module.capacities(True) + print(f"capacities() returned {len(raw_output_capacities)} parameters") + if len(raw_output_capacities) > 0: + print(f" First capacity parameter: {raw_output_capacities[0] if isinstance(raw_output_capacities[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f" ERROR in capacities(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 5] Calling module.section_capacities(True)...") + print(f" Module has section_capacities method: {hasattr(module, 'section_capacities')}") + try: + raw_output_section_capacities = module.section_capacities(True) + print(f"section_capacities() returned {len(raw_output_section_capacities)} parameters") + if len(raw_output_section_capacities) > 0: + print(f" First section_capacity parameter: {raw_output_section_capacities[0] if isinstance(raw_output_section_capacities[0], (list, tuple)) else 'N/A'}") + except Exception as e: + print(f" ERROR in section_capacities(): {type(e).__name__}: {e}") + traceback.print_exc() + raise + + print("\n[Step 6] Retrieving logs from logger...") + # Get logs from the custom logger + if hasattr(module, 'logger'): + print(f" Logger exists: {type(module.logger)}") + print(f" Logger name: {getattr(module.logger, 'name', 'N/A')}") + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + print(f" Retrieved {len(logs) if logs else 0} logs from custom logger") + if logs and len(logs) > 0: + print(f" First log entry: {logs[0] if isinstance(logs[0], (str, dict)) else 'N/A'}") + except Exception as e: + print(f" Error getting logs: {e}") + logs = [] + else: + print(f" Logger is not CustomLogger instance, type: {type(module.logger)}") + logs = [] + else: + print(" Module has no logger attribute") + logs = [] + + print("\n[Step 7] Combining all raw outputs...") + print(f" raw_output_text length: {len(raw_output_text)}") + print(f" raw_output_spacing length: {len(raw_output_spacing)}") + print(f" raw_output_capacities length: {len(raw_output_capacities)}") + print(f" raw_output_section_capacities length: {len(raw_output_section_capacities)}") + raw_output = raw_output_text + raw_output_spacing + raw_output_capacities + raw_output_section_capacities + print(f"Combined raw_output length: {len(raw_output)}") + + print("\n[Step 8] Processing parameters into output dict...") + processed_count = 0 + skipped_count = 0 + + # Process each parameter with handling for both 4 and 5 element tuples + for i, param in enumerate(raw_output): + if i < 5 or i % 50 == 0: # Print first 5 and every 50th + print(f" Processing param {i}/{len(raw_output)}: {param[:2] if len(param) >= 2 else param}") + + # Handle both 4-element and 5-element tuples + if len(param) >= 4: + key = param[0] + label = param[1] + param_type = param[2] + value = param[3] + + # Check if it's a TextBox type and has a valid key + if param_type == "TextBox" and key is not None: + # Handle numpy types + if hasattr(value, 'item'): # numpy scalar + value = value.item() + + output[key] = { + "key": key, + "label": label, + "val": value + } + processed_count += 1 + else: + skipped_count += 1 + if i < 5: # Only print details for first few + print(f" Skipped: type={param_type}, key={key}") + + print(f"Processed {processed_count} parameters, skipped {skipped_count}") + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in generate_output()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + print(f"Exception args: {e.args if hasattr(e, 'args') else 'N/A'}") + + print(f"\nModule state at error:") + if 'module' in locals(): + print(f" Module exists: {module is not None}") + if module: + print(f" Module type: {type(module)}") + print(f" Module has logger: {hasattr(module, 'logger')}") + if hasattr(module, 'connectivity'): + print(f" Module connectivity: {module.connectivity}") + if hasattr(module, 'design_status'): + print(f" Module design_status: {module.design_status}") + + # Check if exception has error attribute + if hasattr(e, 'error'): + print(f"Exception has 'error' attribute: {e.error}") + if e.error is None: + print(" WARNING: Exception.error is None!") + + print(f"\nFull traceback:") + traceback.print_exc() + print("=" * 60) + raise + + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + # Re-raise the exception so service layer can handle it + raise + + print("\n" + "=" * 60) + print("generate_output() completed successfully") + print("=" * 60) + print(f"Final output dict has {len(output)} keys") + print(f"Output keys (first 10): {list(output.keys())[:10]}") + print(f"Logs count: {len(logs) if logs else 0}") + if logs: + print(f"First log entry (original order): {logs[0] if len(logs) > 0 else 'N/A'}") + print(f"Last log entry (original order): {logs[-1] if len(logs) > 0 else 'N/A'}") + + print("=" * 60) + + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Beam", "Column", "Plate", "Bolt", "Weld"): # Error checking: If section is valid. + raise InvalidInputTypeError( + "section", "'Model', 'Beam', 'Column', 'Plate', 'Bolt' or 'Weld'") + module = create_from_input(input_values) # Create module from input. + print('module from input values : ' , module) + print('module.module value:', repr(module.module)) + # IMPORTANT: Ensure module.module is set to KEY_DISP_FINPLATE for CAD generation + # module.module might be overwritten by input dictionary value + if module.module != KEY_DISP_FINPLATE: + print(f'WARNING: module.module is {repr(module.module)}, setting to KEY_DISP_FINPLATE') + module.module = KEY_DISP_FINPLATE + # Object that will create the CAD model. + # CommonDesignLogic signature: (display, cad_widget, folder, connection, mainmodule) + # connection should be KEY_DISP_FINPLATE ('FinPlateConnection') for proper CAD generation + # Force use of KEY_DISP_FINPLATE since module.module might be set to input value (e.g., "FinPlateConnection") + # instead of the display constant ("FinPlateConnection") + connection_key = KEY_DISP_FINPLATE + print('Using connection key:', repr(connection_key)) + print('KEY_DISP_FINPLATE value:', repr(KEY_DISP_FINPLATE)) + try : + cld = CommonDesignLogic(None, None, '', connection_key, module.mainmodule) + print('CommonDesignLogic created, cdl.connection:', cld.connection) + except Exception as e : + print('error in cld e : ' , e) + traceback.print_exc() + raise # Re-raise to prevent using undefined cld + + try : + # Setup the calculations object for generating CAD model. + scc.setup_for_cad(cld, module) + except Exception as e : + traceback.print_exc() + print('Error in setting up cad e : ' , e) + raise # Re-raise to prevent using undefined cld + + # The section of the module that will be generated. + if section == "Model": + # Build merged compound from Beam + Column + Plate and write *_Model.brep + *_Model.stl. + try: + part_names = ["Beam", "Column", "Plate", "Bolt", "Weld"] + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + cld.component = part + print(f'[CAD Adapter] Generating merged Model part: cld.component = {part}') + part_shape = cld.create2Dcad() + if part_shape is None: + continue + builder.Add(compound, part_shape) + + model = compound + except Exception as e: + print('Error while building merged Model compound in fin-plate:', e) + traceback.print_exc() + raise + + # Ensure output directory exists + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + file_name = f"{session}_Model.brep" + file_path = f"file_storage/cad_models/{file_name}" + print('brep file path in create_cad_model : ' , file_path) + + # Write merged BREP + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + except Exception as e: + print('Writing to merged BREP file failed e : ' , e) + raise + + # Write merged STL next to BREP + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL for {section}: {stle}") + + try: + from apps.core.utils.cad_export import export_step, export_iges + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + # If export fails, keep the brep/stl exports as long as the core CAD exists. + print(f"Warning: Optional step/iges export failed for fin-plate Model: {e}") + + return file_path + + cld.component = section + print(f'[CAD Adapter] Setting cld.component = {section}') + + try: + print(f'[CAD Adapter] Generating individual part: cld.component = {cld.component}') + model = cld.create2Dcad() + print(f'[CAD Adapter] Generated model type: {type(model)}') + except Exception as e: + print('Error in cld.create2Dcad() e : ' , e) + return False + + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + + print('2d model : ' , model) + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + print('brep file path in create_cad_model : ' , file_path) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + except Exception as e: + print('Writing to BREP file failed e : ' , e) + + # Export single STL next to BREP + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/shear_connection/submodules/fin_plate/service.py b/backend/apps/modules/shear_connection/submodules/fin_plate/service.py new file mode 100644 index 000000000..6b61d7265 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/fin_plate/service.py @@ -0,0 +1,95 @@ +""" +Fin Plate Service - Business logic layer +Bridges between API and osdag_core +""" +from osdag_core.design_type.connection.fin_plate_connection import FinPlateConnection +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class FinPlateService: + """Service class for FinPlateConnection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("FinPlateService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in FinPlateService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Beam', 'Column', 'Plate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/shear_connection/submodules/header_plate/__init__.py b/backend/apps/modules/shear_connection/submodules/header_plate/__init__.py new file mode 100644 index 000000000..aa9f298c5 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/header_plate/__init__.py @@ -0,0 +1,6 @@ +""" +End Plate Connection Sub-module +""" +# MODULE_ID = 'EndPlateConnection' +MODULE_ID = 'HeaderPlateConnection' +from .service import EndPlateService as Service diff --git a/backend/apps/modules/shear_connection/submodules/header_plate/adapter.py b/backend/apps/modules/shear_connection/submodules/header_plate/adapter.py new file mode 100644 index 000000000..0a4d56d30 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/header_plate/adapter.py @@ -0,0 +1,482 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.Common import KEY_DISP_HEADERPLATE, KEY_CONN +from osdag_core.custom_logger import CustomLogger +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.fin_plate_connection import FinPlateConnection +# from osdag_core.design_type.connection.end_plate_connection import EndPlateConnection +from osdag_core.design_type.connection.header_plate_connection import HeaderPlateConnection +import sys +import os +import typing +from typing import Dict, Any, List +import traceback +def get_required_keys() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Axial", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Plate.Thickness_List", + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + + # Check if all required keys exist + required_keys = get_required_keys() + # Check if input_values contains all required keys. + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: # If keys are missing. + # Raise error for the first missing key.a + raise MissingKeyError(missing_keys[0]) + + # Validate key types one by one: + + # Validate Bolt.Bolt_Hole_Type. + # Check if Bolt.Bolt_Hole_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter. + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. + # Check if all items in Bolt.Diameter are str. + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. + # Check if all items in Bolt.Grade are str. + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. + or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.TensionType + # Check if Bolt.TensionType is a string. + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + # Validate Bolt.Type + # Check if Bolt.Type is a string. + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # Validate Connectivity + # Check if Connectivity is a string. + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + # Validate Connector.Material + # Check if Connector.Material is a string. + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) # Check if Load.Axial is a string. + or not int_able(load_axial)): # Check if Load.Axial can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Axial", "str where str can be converted to int") + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. + # Check if all items in Connector.Plate.Thickness_List are str. + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. + raise InvalidInputTypeError( + "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + + +def create_module() -> HeaderPlateConnection: + """Create an instance of the End plate connection module design class and set it up for use""" + module = HeaderPlateConnection() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> HeaderPlateConnection: + """Create an instance of the End plate connection module design class from input values.""" + # validate_input(input_values) + print("\n[EndPlateAdapter.create_from_input] called") + print(f"[EndPlateAdapter.create_from_input] input keys={list(input_values.keys()) if isinstance(input_values, dict) else type(input_values)}") + try: + module = create_module() # Create module instance. + print(f"[EndPlateAdapter.create_from_input] module created={type(module).__name__}") + except Exception as e: + print('e in create_module : ' , e) + print('error in creating module') + traceback.print_exc() + raise + + # Map frontend keys to osdag_core keys + # Frontend sends 'Connectivity' but osdag_core expects 'Connectivity *' (KEY_CONN) + design_dictionary = input_values.copy() + if 'Connectivity' in design_dictionary and KEY_CONN not in design_dictionary: + design_dictionary[KEY_CONN] = design_dictionary.pop('Connectivity') + print(f"[EndPlateAdapter.create_from_input] mapped 'Connectivity' -> {KEY_CONN!r} value={design_dictionary.get(KEY_CONN)!r}") + else: + print(f"[EndPlateAdapter.create_from_input] connectivity mapping skipped; has KEY_CONN={KEY_CONN in design_dictionary}") + + # Set the input values on the module instance. + try: + print(f"[EndPlateAdapter.create_from_input] set_input_values with keys={list(design_dictionary.keys())[:20]}") + module.set_input_values(design_dictionary) + print("[EndPlateAdapter.create_from_input] set_input_values passed") + except Exception as e: + print('e in set_input_values : ' , e) + print('error in setting the input values') + traceback.print_exc() + raise + + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + print("\n[EndPlateAdapter.generate_output] called") + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + if module is None: + raise RuntimeError("create_from_input returned None module") + + print(f"[EndPlateAdapter.generate_output] module={type(module).__name__}") + print(f"[EndPlateAdapter.generate_output] has logger={hasattr(module, 'logger')}") + # Generate output values in unformatted form. + try: + raw_output_text = module.output_values(True) + print(f"[EndPlateAdapter.generate_output] raw_output_text={len(raw_output_text)}") + raw_output_spacing = module.spacing(True) # Generate output val + print(f"[EndPlateAdapter.generate_output] raw_output_spacing={len(raw_output_spacing)}") + raw_output_capacities = module.capacities(True) + print(f"[EndPlateAdapter.generate_output] raw_output_capacities={len(raw_output_capacities)}") + raw_output_bolt_capacity = module.bolt_capacity_details(True) + print(f"[EndPlateAdapter.generate_output] raw_output_bolt_capacity={len(raw_output_bolt_capacity)}") + except Exception as e: + print(f"[EndPlateAdapter.generate_output] error while collecting raw outputs: {type(e).__name__}: {e}") + traceback.print_exc() + raise + + # Prefer CustomLogger if attached + if hasattr(module, 'logger') and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + else: + logs = module.logs if hasattr(module, 'logs') else [] + # Ensure logs is a list even if empty + if not logs: + logs = ["No logs generated"] + + raw_output = raw_output_capacities + raw_output_spacing + raw_output_text + raw_output_bolt_capacity + print(f"[EndPlateAdapter.generate_output] total_raw_output={len(raw_output)}") + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for idx, param in enumerate(raw_output): + if not isinstance(param, (tuple, list)): + print(f"[EndPlateAdapter.generate_output] skipping non-sequence param at idx={idx}: {type(param)}") + continue + if len(param) < 4: + print(f"[EndPlateAdapter.generate_output] skipping short param at idx={idx}: {param}") + continue + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + print(f"[EndPlateAdapter.generate_output] output keys count={len(output)}") + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + from apps.core.utils import write_stl + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.Message import Message_ProgressRange + + if section not in ("Model", "Beam", "Column", "Plate", "Bolt", "Weld"): # Error checking: If section is valid. + raise InvalidInputTypeError( + "section", "'Model', 'Beam', 'Column', 'Plate', 'Bolt' or 'Weld'") + module = create_from_input(input_values) # Create module from input. + # Object that will create the CAD model. + try : + # cld = CommonDesignLogic(None, None, '', KEY_DISP_ENDPLATE, module.mainmodule) + cld = CommonDesignLogic(None, None, '', KEY_DISP_HEADERPLATE, module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + + try : + # Setup the calculations object for generating CAD model. + scc.setup_for_cad(cld, module) + except Exception as e : + print('Error in setting up cad e : ' , e) + + # The section of the module that will be generated. + cld.component = section + + part_names = ["Beam", "Column", "Plate", "Weld", "Welds", "Bolt", "Bolts"] + part_files = {} + compound_model = None + + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + # Add to compound + builder.Add(compound, part_shape) + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + full_brep_path = os.path.join(os.getcwd(), part_file_path_rel) + # Write per-part BREP + from OCC.Core import BRepTools + BRepTools.breptools.Write(part_shape, full_brep_path, Message_ProgressRange()) + try: + module.logs.append(f"Wrote {part} BREP: {full_brep_path}") + except Exception: + pass + # Ensure per-part STL as well + part_stl_file = part_file_path_rel.replace(".brep", ".stl") + full_stl_path = os.path.join(os.getcwd(), part_stl_file) + try: + write_stl(part_shape, full_stl_path) + try: + module.logs.append(f"Wrote {part} STL: {full_stl_path}") + except Exception: + pass + except Exception as e: + print(f"Failed to write STL for part {part}:", e) + except Exception as e: + print(f"Failed generating cad part {part} in EndPlate: {e}") + + # Now write the compound as the Model + cld.component = "Model" # Optionally switch context + model = compound + compound_file_name = f"{session}_Model.brep" + compound_file_path_rel = os.path.join("file_storage", "cad_models", compound_file_name) + BRepTools.breptools.Write(model, os.path.join(os.getcwd(), compound_file_path_rel), Message_ProgressRange()) + try: + module.logs.append(f"Wrote Model BREP: {os.path.join(os.getcwd(), compound_file_path_rel)}") + except Exception: + pass + # Compound/model STL (for completeness, but will not be loaded in UI) + compound_stl_file = compound_file_path_rel.replace(".brep", ".stl") + try: + write_stl(model, os.path.join(os.getcwd(), compound_stl_file)) + try: + module.logs.append(f"Wrote Model STL: {os.path.join(os.getcwd(), compound_stl_file)}") + except Exception: + pass + except Exception as e: + print("Failed to write Model STL for EndPlate:", e) + + # Optional on-demand exports (only when frontend requests them) + try: + from apps.core.utils.cad_export import export_step, export_iges + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + if "step" in export_formats_lc: + step_rel = compound_file_path_rel.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = compound_file_path_rel.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional step/iges export failed for EndPlate Model: {e}") + return compound_file_path_rel + else: + try : + model = cld.create2Dcad() # Generate CAD Model. + except Exception as e : + print('Error in cld.create2Dcad() e : ' , e) + return False + # check if the cad_models folder exists or not + # if no, then create one + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + try : + from OCC.Core import BRepTools + full_brep = os.path.join(os.getcwd(), file_path) + BRepTools.breptools.Write(model, full_brep, Message_ProgressRange()) # Generate CAD Model + try: + module.logs.append(f"Wrote {section} BREP: {full_brep}") + except Exception: + pass + # Write STL too + stl_file_path = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_file_path) + write_stl(model, full_stl) + try: + module.logs.append(f"Wrote {section} STL: {full_stl}") + except Exception: + pass + except Exception as e : + print('Writing to BREP or STL file failed e : ' , e) + return file_path + except Exception as top_e: + print('Top-level error in EndPlate create_cad_model:', top_e) + return False + diff --git a/backend/apps/modules/shear_connection/submodules/header_plate/service.py b/backend/apps/modules/shear_connection/submodules/header_plate/service.py new file mode 100644 index 000000000..0bfbd7398 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/header_plate/service.py @@ -0,0 +1,53 @@ +""" +End Plate Service - Business logic layer +""" +# from osdag_core.design_type.connection.end_plate_connection import EndPlateConnection +from osdag_core.design_type.connection.header_plate_connection import HeaderPlateConnection +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class EndPlateService: + """Service class for End Plate Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + print("\n" + "=" * 80) + print("[EndPlateService.calculate] called") + print(f"[EndPlateService.calculate] input keys={list(inputs.keys()) if isinstance(inputs, dict) else type(inputs)}") + if isinstance(inputs, dict): + for k in [ + "Connectivity", + "Bolt.Type", + "Member.Supported_Section.Designation", + "Member.Supporting_Section.Designation", + "Connector.Plate.Thickness_List", + "Module", + ]: + if k in inputs: + print(f"[EndPlateService.calculate] {k}={inputs.get(k)!r}") + try: + validate_input(inputs) + print("[EndPlateService.calculate] validate_input passed") + output, logs = generate_output(inputs) + print(f"[EndPlateService.calculate] output_count={len(output) if isinstance(output, dict) else 'NA'}") + print(f"[EndPlateService.calculate] logs_count={len(logs) if isinstance(logs, list) else 'NA'}") + print("=" * 80 + "\n") + return { + 'data': output, + 'logs': logs, + 'success': True + } + except Exception as e: + print("[EndPlateService.calculate] ERROR") + print(f"[EndPlateService.calculate] exception={type(e).__name__}: {e}") + traceback.print_exc() + print("=" * 80 + "\n") + raise + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/shear_connection/submodules/seated_angle/__init__.py b/backend/apps/modules/shear_connection/submodules/seated_angle/__init__.py new file mode 100644 index 000000000..f445b1e72 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/seated_angle/__init__.py @@ -0,0 +1,6 @@ + +""" +Seated Angle Connection Sub-module +""" +MODULE_ID = 'SeatedAngleConnection' +from .service import SeatedAngleService as Service \ No newline at end of file diff --git a/backend/apps/modules/shear_connection/submodules/seated_angle/adapter.py b/backend/apps/modules/shear_connection/submodules/seated_angle/adapter.py new file mode 100644 index 000000000..c72d066da --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/seated_angle/adapter.py @@ -0,0 +1,455 @@ +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type +) +from apps.modules.shear_connection import shared as scc +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.Common import KEY_DISP_SEATED_ANGLE, KEY_CONN +# Will log a lot of unnessecary data. +from osdag_core.design_type.connection.seated_angle_connection import SeatedAngleConnection +from osdag_core.custom_logger import CustomLogger +import sys +import os +from typing import Dict, Any, List +import traceback +from OCC.Core.BRepMesh import BRepMesh_IncrementalMesh +from OCC.Core.StlAPI import StlAPI_Writer +try: + from OCC.Core.RWGltf import RWGltf_CafWriter + HAS_GLB = True +except Exception: + HAS_GLB = False + +def get_required_keys_seated_angle() -> List[str]: + return [ + "Bolt.Bolt_Hole_Type", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Slip_Factor", + "Bolt.TensionType", + "Bolt.Type", + "Connectivity", + "Connector.Material", + "Design.Design_Method", + "Detailing.Corrosive_Influences", + "Detailing.Edge_type", + "Detailing.Gap", + "Load.Shear", + "Material", + "Member.Supported_Section.Designation", + "Member.Supported_Section.Material", + "Member.Supporting_Section.Designation", + "Member.Supporting_Section.Material", + "Module", + "Weld.Fab", + "Weld.Material_Grade_OverWrite", + "Connector.Angle_List", + "Connector.Top_Angle" + ] + +def validate_input(input_values: Dict[str,Any])-> None: + #check iif all required keys exist + required_keys = get_required_keys_seated_angle() + # check if input_values contains all required keys + missing_keys = contains_keys(input_values, required_keys) + if missing_keys != None: #if keys are missing. + #Raise error for the first missinf key. + raise MissingKeyError(missing_keys[0]) + + #check if Seated.Angle_Type is a string. + if not isinstance(input_values["Bolt.Bolt_Hole_Type"],str): + #if not raise an error + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type") + + #validate Bolt Diameter + bolt_diameter =input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter,list) + or not validate_list_type(bolt_diameter,str) + or not custom_list_validation(bolt_diameter, int_able)): + raise InvalidInputTypeError( + "Bolt.Diameter","non empty List[str] where all items can be converted to int" + ) + + # validate seated grade + bolt_grade = input_values["Bolt.Grade"] + if(not isinstance(bolt_grade,list) + or not validate_list_type(bolt_grade,str) + or not custom_list_validation(bolt_grade,float_able)): + + #if any condition fail raise an error + raise InvalidInputTypeError( + "Bolt.Grade", "non empty List[str] where all items can be converted to float" + ) + + #Validate seated.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor,str) + or not float_able(bolt_slipfactor)): + raise InvalidInputTypeError( + "Bolt.Slip_Factor", "str where str can be converted to float" + ) + + #Validate seated.TensionType + if not isinstance(input_values["Bolt.TensionType"], str): + # If not, raise error. + raise InvalidInputTypeError("Bolt.TensionType", "str") + + #Validate seated.Type + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. + + # validate connectivity + if not isinstance(input_values["Connectivity"], str): + # If not, raise error. + raise InvalidInputTypeError("Connectivity", "str") + + #Validate Connector Material + if not isinstance(input_values["Connector.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + # Check if Design.Design_Method is a string. + if not isinstance(input_values["Design.Design_Method"], str): + # If not, raise error. + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + # If not, raise error. + raise InvalidInputTypeError( + "Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + # Check if Detailing.Edge_type is a string. + if not isinstance(input_values["Detailing.Edge_type"], str): + # If not, raise error. + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. + or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Detailing.Gap", "str where str can be converted to int") + + + # Validate Load.Shear + load_shear = input_values["Load.Shear"] + if (not isinstance(load_shear, str) # Check if Load.Shear is a string. + or not int_able(load_shear)): # Check if Load.Shear can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Load.Shear", "str where str can be converted to int") + + # Validate Material + # Check if Material is a string. + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") # If not, raise error. + + # Validate Member.Supported_Section.Designation + # Check if Member.Supported_Section.Designation is a string. + if not isinstance(input_values["Member.Supported_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supported_Section.Designation", "str") + + # Validate Member.Supported_Section.Material + # Check if Member.Supported_Section.Material is a string. + if not isinstance(input_values["Member.Supported_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError("Member.Supported_Section.Material", "str") + + # Validate Member.Supporting_Section.Designation + # Check if Member.Supporting_Section.Designation is a string. + if not isinstance(input_values["Member.Supporting_Section.Designation"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Designation", "str") + + # Validate Member.Supporting_Section.Material + # Check if Member.Supporting_Section.Material is a string. + if not isinstance(input_values["Member.Supporting_Section.Material"], str): + # If not, raise error. + raise InvalidInputTypeError( + "Member.Supporting_Section.Material", "str") + + # Validate Module + # Check if Module is a string. + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") # If not, raise error. + + # Validate Weld.Fab + # Check if Weld.Fab is a string. + if not isinstance(input_values["Weld.Fab"], str): + raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. + + # Validate Weld.Material_Grade_OverWrite + weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] + if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. + or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. + # If any of these conditions fail, raise error. + raise InvalidInputTypeError( + "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") + +def create_module() -> SeatedAngleConnection: + """Create an instance of the FinPlateConnection module design class and set it up for use""" + module = SeatedAngleConnection() # Create an instance of the FinPlateConnection + module.set_osdaglogger(None, id="web") + return module + +def create_from_input(input_values: Dict[str, Any]) -> SeatedAngleConnection: + """Create an instance of the FinPlateConnection module design class from input values.""" + # validate_input(input_values) + try : + module = create_module() # Create module instance. + except Exception as e : + print('e in create_module : ' , e) + print('error in creating module') + + # Map frontend keys to osdag_core keys + # Frontend sends 'Connectivity' but osdag_core expects 'Connectivity *' (KEY_CONN) + design_dictionary = input_values.copy() + if 'Connectivity' in design_dictionary and KEY_CONN not in design_dictionary: + design_dictionary[KEY_CONN] = design_dictionary.pop('Connectivity') + + # Set the input values on the module instance. + try : + print('setting input values : ' , input_values) + module.set_input_values(design_dictionary) + except Exception as e : + traceback.print_exc() + print('e in set_input_values : ' , e) + print('error in setting the input values') + + return module + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """ + Generate, format and return the input values from the given output values. + Output format (json): { + "Bolt.Pitch": + "key": "Bolt.Pitch", + "label": "Pitch Distance (mm)" + "value": 40 + } + } + """ + output = {} # Dictionary for formatted values + module = create_from_input(input_values) # Create module from input. + + # Generate output values in unformatted form. + raw_output_text = module.output_values(True) + raw_output_capacities = module.capacities(True) + raw_output_seated_spacing_beam = module.seated_spacing_beam(True) + raw_output_seated_spacing_col = module.seated_spacing_col(True) + raw_output_top_spacing_col = module.top_spacing_col(True) + raw_output_top_spacing_beam = module.top_spacing_beam(True) + + try: + raw_output_section_capacities = module.section_capacities(True) + except Exception as e: + print("Error calling section_capacities:", e) + raw_output_section_capacities = [] + + raw_seated_spacing_beam = [ + (f"{key}_seated_beam", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_seated_spacing_beam + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_seated_spacing_col = [ + (f"{key}_seated_col", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_seated_spacing_col + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_top_spacing_col = [ + (f"{key}_top_col", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_top_spacing_col + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + raw_top_spacing_beam = [ + (f"{key}_top_beam", label, typ, value, visible if len(item) == 5 else True) + for item in raw_output_top_spacing_beam + if len(item) >= 4 and item[0] and item[2] == "TextBox" + for (key, label, typ, value, *rest) in [item] + for visible in [rest[0] if rest else True] + ] + + # Prefer CustomLogger logs if available + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() + else: + logs = module.logs if hasattr(module, "logs") else [] + raw_output = raw_output_text + raw_output_capacities + raw_output_section_capacities + raw_seated_spacing_col + raw_seated_spacing_beam + raw_top_spacing_beam + raw_top_spacing_col + # os.system("clear") + # Loop over all the text values and add them to ouptut dict. + for param in raw_output: + if param[2] == "TextBox": # If the parameter is a text output, + key = param[0] # id/key + label = param[1] # label text. + value = param[3] # Value as string. + output[key] = { + "key": key, + "label": label, + "val": value # Changed from "value" to "val" to match frontend expectations + } # Set label, key and value in output + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + from apps.core.utils import write_stl + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.Message import Message_ProgressRange + + if section not in ("Model", "Beam", "Column", "SeatedAngle", "Bolt", "Weld"): # Error checking: If section is valid. + raise InvalidInputTypeError( + "section", "'Model', 'Beam', 'Column', 'SeatedAngle', 'Bolt' or 'Weld'") + module = create_from_input(input_values) # Create module from input. + # Object that will create the CAD model. + try : + cld = CommonDesignLogic(None, None, '', KEY_DISP_SEATED_ANGLE, module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + return False + + try : + # Setup the calculations object for generating CAD model. + scc.setup_for_cad(cld, module) + except Exception as e : + import traceback + traceback.print_exc() + print('Error in setting up cad e : ' , e) + + cld.component = section + + part_names = ["Beam", "Column", "SeatedAngle", "Weld", "Welds", "Bolt", "Bolts"] + try: + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for part in part_names: + try: + cld.component = part + part_shape = cld.create2Dcad() + if part_shape is None: + continue + builder.Add(compound, part_shape) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + full_brep_path = os.path.join(os.getcwd(), part_file_path_rel) + from OCC.Core import BRepTools + BRepTools.breptools.Write(part_shape, full_brep_path, Message_ProgressRange()) + try: + module.logs.append(f"Wrote {part} BREP: {full_brep_path}") + except Exception: + pass + # STL as well + part_stl_file = part_file_path_rel.replace(".brep", ".stl") + try: + full_stl = os.path.join(os.getcwd(), part_stl_file) + write_stl(part_shape, full_stl) + try: + module.logs.append(f"Wrote {part} STL: {full_stl}") + except Exception: + pass + except Exception as e: + print(f"Failed to write STL for part {part} (SeatedAngle):", e) + except Exception as e: + print(f"Failed generating cad part {part} in SeatedAngle: {e}") + + # Now write the compound as the Model + cld.component = "Model" + model = compound + compound_file_name = f"{session}_Model.brep" + compound_file_path_rel = os.path.join("file_storage", "cad_models", compound_file_name) + from OCC.Core import BRepTools + full_compound = os.path.join(os.getcwd(), compound_file_path_rel) + BRepTools.breptools.Write(model, full_compound, Message_ProgressRange()) + try: + module.logs.append(f"Wrote Model BREP: {full_compound}") + except Exception: + pass + # Compound/model STL (for completeness, not loaded in UI) + compound_stl_file = compound_file_path_rel.replace(".brep", ".stl") + try: + full_compound_stl = os.path.join(os.getcwd(), compound_stl_file) + write_stl(model, full_compound_stl) + try: + module.logs.append(f"Wrote Model STL: {full_compound_stl}") + except Exception: + pass + except Exception as e: + print("Failed to write Model STL for SeatedAngle:", e) + + # Optional on-demand exports (only when frontend requests them) + try: + from apps.core.utils.cad_export import export_step, export_iges + + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + if "step" in export_formats_lc: + step_rel = compound_file_path_rel.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = compound_file_path_rel.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional step/iges export failed for SeatedAngle Model: {e}") + return compound_file_path_rel + else: + try : + model = cld.create2Dcad() # Generate CAD Model. + except Exception as e : + print('Error in cld.create2Dcad() e : ' , e) + return False + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print('path does not exists cad_models , creating one') + os.makedirs(cad_models_path, exist_ok=True) + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + try : + from OCC.Core import BRepTools + full_brep = os.path.join(os.getcwd(), file_path) + BRepTools.breptools.Write(model, full_brep, Message_ProgressRange()) + try: + module.logs.append(f"Wrote {section} BREP: {full_brep}") + except Exception: + pass + # Write STL too + stl_file_path = file_path.replace(".brep", ".stl") + full_stl = os.path.join(os.getcwd(), stl_file_path) + write_stl(model, full_stl) + try: + module.logs.append(f"Wrote {section} STL: {full_stl}") + except Exception: + pass + except Exception as e : + print('Writing to BREP or STL file failed e : ' , e) + return file_path + except Exception as top_e: + print('Top-level error in SeatedAngle create_cad_model:', top_e) + return False + diff --git a/backend/apps/modules/shear_connection/submodules/seated_angle/service.py b/backend/apps/modules/shear_connection/submodules/seated_angle/service.py new file mode 100644 index 000000000..a16642a30 --- /dev/null +++ b/backend/apps/modules/shear_connection/submodules/seated_angle/service.py @@ -0,0 +1,26 @@ +""" +Seated Angle Service - Business logic layer +""" +from osdag_core.design_type.connection.seated_angle_connection import SeatedAngleConnection +from .adapter import validate_input, generate_output, create_cad_model + + +class SeatedAngleService: + """Service class for Seated Angle Connection module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """Run design calculation and return results""" + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs, + 'success': True + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """Generate CAD model and return file path""" + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/shear_connection/urls.py b/backend/apps/modules/shear_connection/urls.py new file mode 100644 index 000000000..e0fa6d72e --- /dev/null +++ b/backend/apps/modules/shear_connection/urls.py @@ -0,0 +1,12 @@ +""" +Shear Connection URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import ShearConnectionViewSet + +router = DefaultRouter() +router.register(r'', ShearConnectionViewSet, basename='shear-connection') + +urlpatterns = router.urls + diff --git a/backend/apps/modules/shear_connection/views.py b/backend/apps/modules/shear_connection/views.py new file mode 100644 index 000000000..d34d19edf --- /dev/null +++ b/backend/apps/modules/shear_connection/views.py @@ -0,0 +1,164 @@ +""" +Shear Connection ViewSet - Routes to sub-module services +Uses URL slug (not POST body) to find the correct service +Handles guest mode and optional project_id saving +""" +from rest_framework import viewsets +from rest_framework.decorators import action +from rest_framework.response import Response +from rest_framework.permissions import AllowAny +from rest_framework import status +import traceback +from .registry import ShearConnectionRegistry +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from apps.core.models import Columns, Beams, Bolt, Material, CustomMaterials, Angles +from apps.core.api.design.report_customization_api import generate_initial_report_core +from apps.sections.options_merge import merge_user_sections_into_options + + +SHEAR_REPORT_MODULE_ID_MAP = { + "fin-plate": "FinPlateConnection", + "cleat-angle": "CleatAngleConnection", + # "end-plate": "EndPlateConnection", + "header-plate": "HeaderPlateConnection", + "seated-angle": "Seated-Angle-Connection", +} + + +class ShearConnectionViewSet(viewsets.ViewSet): + """ + Generic ViewSet that routes to specific sub-module services based on URL slug. + Supports guest mode and optional project_id saving for authenticated users. + """ + permission_classes = [AllowAny] # Allow both authenticated and guest users + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/shear-connection/{submodule_slug}/design/ + Asynchronously runs calculation task. + """ + ServiceClass = ShearConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_design('shear-connection', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/shear-connection/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + return trigger_async_report('shear-connection', submodule_slug, SHEAR_REPORT_MODULE_ID_MAP, request) + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/shear-connection/{submodule_slug}/options/ + Returns dropdown/options data for the sub-module. + """ + slug = submodule_slug + + # Common data helpers + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def bolt_diameters(): + lst = list(Bolt.objects.values_list('Bolt_diameter', flat=True)) + lst.sort() + return lst + + property_classes = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + thickness_list = [ + '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', + '56', '63', '75', '80', '90', '100', '110', '120' + ] + connectivity_common = ['Column Flange-Beam-Web', 'Column Web-Beam-Web', 'Beam-Beam'] + + try: + if slug == 'fin-plate': + data = { + 'connectivityList': connectivity_common, + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + merged_data = merge_user_sections_into_options(request, data) + return Response( + merged_data, + status=status.HTTP_200_OK, + ) + + if slug == 'cleat-angle': + data = { + 'connectivityList': connectivity_common, + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + # if slug == 'end-plate': + if slug == 'header-plate': + data = { + 'connectivityList': connectivity_common, + 'boltTypeList': ['Bearing Bolt', 'Friction Grip Bolt'], + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + if slug == 'seated-angle': + data = { + 'connectivityList': ['Column Flange-Beam-Web', 'Column Web-Beam-Web'], + 'columnList': list(Columns.objects.values_list('Designation', flat=True)), + 'beamList': list(Beams.objects.values_list('Designation', flat=True)), + 'materialList': material_list(), + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'topAngleList': list(Angles.objects.values_list('Designation', flat=True)), + 'boltDiameterList': bolt_diameters(), + 'boltTypeList': ['Bearing Bolt', 'Friction Grip Bolt'], + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + return Response({'error': f'Sub-module {slug} not found'}, status=404) + except Exception as e: + return Response({'error': str(e)}, status=500) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/shear-connection/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + ServiceClass = ShearConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_cad('shear-connection', submodule_slug, ServiceClass, request) diff --git a/APP_CRASH/Appcrash/_extlibs/__init__.py b/backend/apps/modules/simple_connection/__init__.py similarity index 100% rename from APP_CRASH/Appcrash/_extlibs/__init__.py rename to backend/apps/modules/simple_connection/__init__.py diff --git a/backend/apps/modules/simple_connection/registry.py b/backend/apps/modules/simple_connection/registry.py new file mode 100644 index 000000000..f42782c22 --- /dev/null +++ b/backend/apps/modules/simple_connection/registry.py @@ -0,0 +1,17 @@ +""" +Simple Connection Registry - auto-discovers sub-modules +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class SimpleConnectionRegistry(BaseModuleRegistry): + """Registry for simple-connection sub-modules""" + pass + + +# Auto-discover sub-modules (expects MODULE_ID and Service in each __init__.py) +_package_name = 'apps.modules.simple_connection.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +SimpleConnectionRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/simple_connection/shared.py b/backend/apps/modules/simple_connection/shared.py new file mode 100644 index 000000000..75abe38a7 --- /dev/null +++ b/backend/apps/modules/simple_connection/shared.py @@ -0,0 +1,14 @@ +""" +Shared utilities for simple_connection modules +""" +from osdag_core.cad.common_logic import CommonDesignLogic + + +def setup_for_cad(cdl: CommonDesignLogic, module_class): + """Minimal setup helper used by simple_connection adapters. + + This mirrors the expectations in adapters: set the module_class/module_object + so downstream common logic can access them. + """ + cdl.module_class = module_class + cdl.module_object = module_class diff --git a/backend/apps/modules/simple_connection/shared_validation.py b/backend/apps/modules/simple_connection/shared_validation.py new file mode 100644 index 000000000..44015d777 --- /dev/null +++ b/backend/apps/modules/simple_connection/shared_validation.py @@ -0,0 +1,182 @@ +""" +Shared validation utilities for simple connection modules. +DRY approach to avoid code duplication across adapters. +""" +from typing import Dict, Any, List, Optional +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, validate_list_type, + custom_list_validation, float_able, int_able +) +from apps.core.utils.errors import RangeValidationError + + +class SimpleConnectionValidator: + """Configurable validator for simple connection modules""" + + def __init__(self, required_keys: List[str], module_name: str): + self.required_keys = required_keys + self.module_name = module_name + self.range_validations: List[Dict[str, Any]] = [] + + def add_range_validation(self, key: str, min_value: float = 0.0, + max_value: Optional[float] = None, + allow_zero: bool = False): + """Add range validation for a numeric field""" + self.range_validations.append({ + 'key': key, + 'min': min_value, + 'max': max_value, + 'allow_zero': allow_zero + }) + return self + + def validate(self, input_values: Dict[str, Any]) -> None: + """Run all validations""" + iv = dict(input_values or {}) + + # 1. Check required keys + missing = contains_keys(iv, self.required_keys) + if missing: + raise MissingKeyError(missing[0]) + + # 2. Validate bolt fields (if present) + self._validate_bolt_fields(iv) + + # 3. Validate weld fields (if present) + self._validate_weld_fields(iv) + + # 4. Validate numeric fields + self._validate_numeric_fields(iv, input_values) + + # 5. Range validations + self._validate_ranges(iv) + + def _validate_bolt_fields(self, iv: Dict[str, Any]) -> None: + """Validate bolt diameter and grade if present""" + if "Bolt.Diameter" in iv: + bolt_dia = iv.get("Bolt.Diameter") + if (not isinstance(bolt_dia, list) + or not validate_list_type(bolt_dia, str) + or not custom_list_validation(bolt_dia, int_able)): + raise InvalidInputTypeError( + "Bolt.Diameter", + "non empty List[str] convertible to int" + ) + + if "Bolt.Grade" in iv: + bolt_grade = iv.get("Bolt.Grade") + if (not isinstance(bolt_grade, list) + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): + raise InvalidInputTypeError( + "Bolt.Grade", + "non empty List[str] convertible to float" + ) + + def _validate_weld_fields(self, iv: Dict[str, Any]) -> None: + """Validate weld size if present""" + if "Weld.Size" in iv: + weld_size = iv.get("Weld.Size") + # Normalize single value to list + if isinstance(weld_size, (int, float, str)): + iv["Weld.Size"] = [str(weld_size)] + + if (not isinstance(iv.get("Weld.Size"), list) + or not validate_list_type(iv.get("Weld.Size"), str) + or not custom_list_validation(iv.get("Weld.Size"), float_able)): + raise InvalidInputTypeError( + "Weld.Size", + "non empty List[str] convertible to float" + ) + + def _validate_numeric_fields(self, iv: Dict[str, Any], input_values: Dict[str, Any]) -> None: + """Validate common numeric fields""" + numeric_keys = [ + "Plate1Thickness", "Plate2Thickness", + "PlateWidth", "Load.Axial", "Bolt.Slip_Factor" + ] + + for key in numeric_keys: + if key not in iv: + continue + + val = iv.get(key) + # Normalize list/tuple to first element + if isinstance(val, (list, tuple)) and val: + val = val[0] + # Allow numeric and coerce to str + if isinstance(val, (int, float)): + val = str(val) + + if not isinstance(val, str) or not float_able(val): + raise InvalidInputTypeError(key, "str convertible to float") + + # Update normalized value in both dicts + iv[key] = val + input_values[key] = val + + def _validate_ranges(self, iv: Dict[str, Any]) -> None: + """Validate numeric ranges""" + for rule in self.range_validations: + key = rule['key'] + if key not in iv: + continue + + val = iv[key] + # Normalize to float + if isinstance(val, str): + try: + num_value = float(val) + except ValueError: + continue # Type validation already caught this + elif isinstance(val, (int, float)): + num_value = float(val) + else: + continue # Type validation already caught this + + min_val = rule['min'] + max_val = rule.get('max') + allow_zero = rule.get('allow_zero', False) + + # Check minimum + if not allow_zero and num_value <= 0: + raise RangeValidationError( + key, num_value, min_val, max_val, allow_zero + ) + elif allow_zero and num_value < 0: + raise RangeValidationError( + key, num_value, min_val, max_val, allow_zero + ) + + if num_value < min_val: + raise RangeValidationError( + key, num_value, min_val, max_val, allow_zero + ) + + # Check maximum + if max_val is not None and num_value > max_val: + raise RangeValidationError( + key, num_value, min_val, max_val, allow_zero + ) + + +# Factory functions for common validators +def create_bolted_validator(required_keys: List[str], module_name: str): + """Create validator for bolted connections""" + return (SimpleConnectionValidator(required_keys, module_name) + .add_range_validation("PlateWidth", min_value=0.0, allow_zero=False) + .add_range_validation("Load.Axial", min_value=0.0, allow_zero=False) + .add_range_validation("Plate1Thickness", min_value=0.0, allow_zero=False) + .add_range_validation("Plate2Thickness", min_value=0.0, allow_zero=False) + .add_range_validation("Bolt.Slip_Factor", min_value=0.0, max_value=1.0, allow_zero=False)) + + +def create_welded_validator(required_keys: List[str], module_name: str): + """Create validator for welded connections""" + return (SimpleConnectionValidator(required_keys, module_name) + .add_range_validation("PlateWidth", min_value=0.0, allow_zero=False) + .add_range_validation("Load.Axial", min_value=0.0, allow_zero=False) + .add_range_validation("Plate1Thickness", min_value=0.0, allow_zero=False) + .add_range_validation("Plate2Thickness", min_value=0.0, allow_zero=False)) + diff --git a/backend/apps/modules/simple_connection/submodules/__init__.py b/backend/apps/modules/simple_connection/submodules/__init__.py new file mode 100644 index 000000000..8b1378917 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/__init__.py @@ -0,0 +1 @@ + diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/__init__.py b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/__init__.py new file mode 100644 index 000000000..f54a87440 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/__init__.py @@ -0,0 +1,2 @@ +MODULE_ID = 'ButtJointBolted' +from .service import MODULE_ID, Service \ No newline at end of file diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/adapter.py b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/adapter.py new file mode 100644 index 000000000..4b2a8fc58 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/adapter.py @@ -0,0 +1,321 @@ +""" +Adapter for Butt Joint Bolted module +""" +from typing import Dict, Any, List +import os +import json +import traceback +from osdag_core.design_type.connection.butt_joint_bolted import ButtJointBolted +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.Common import KEY_DISP_BUTTJOINTBOLTED +from osdag_core.custom_logger import CustomLogger +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, validate_list_type, write_stl +) +from ...shared import setup_for_cad +from ...shared_validation import create_bolted_validator + +def get_required_keys() -> List[str]: + return [ + "Module", + "Material", + "Load.Axial", + "Plate1Thickness", + "Plate2Thickness", + "PlateWidth", + "ButtJoint.CoverPlate", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Type", + "Bolt.Bolt_Hole_Type", + "Bolt.Slip_Factor", + "Design.For", + ] + +# Create shared validator instance +_validator = create_bolted_validator(get_required_keys(), "ButtJointBolted") + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate input values using shared validator""" + _validator.validate(input_values) + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate output from input values""" + output = {} + logs = [] + + try: + module = ButtJointBolted() + module.set_osdaglogger(None, id="web") + + validate_input(input_values) + module.set_input_values(input_values) + + for runner in ("design", "design_main", "design_module", "run_design"): + design_fn = getattr(module, runner, None) + if callable(design_fn): + design_fn() + break + + # Collect outputs via core tuple APIs + mapped_output = {} + def map_tuple_list(tuple_list): + key_map = { + # Bolt details + "Bolt.Diameter_Provided": "Bolt.Diameter", + "Bolt.Grade_Provided": "Bolt.Grade_Provided", + "Bolt.Type_Provided": "Bolt.Type_Provided", + "Bolt.Shear": "Bolt.Shear", + "Bolt.Bearing": "Bolt.Bearing", + "Bolt.Capacity": "Bolt.Capacity", + # Bolt design + "Bolt.Total_Number": "Bolt.number", + "PackingPlate.Thickness": "PackingPlate thk", + "Bolt.Rows_Provided": "Bolt.Rows", + "Bolt.Columns_Provided": "Bolt.Cols", + "Utilization.Ratio": "Bolt.UtilizationRatio", + "Design.For": "Design For", + "Plate.BaseCapacity": "Plate.BaseCapacity", + "Plate.BaseUtilization": "Plate.BaseUtilization", + "Bolt.Utilization": "Bolt.Utilization", + "Bolt.Connection_Length": "Bolt.ConnLength", + } + label_map = { + "Bolt.Diameter": "Diameter (mm)", + "Bolt.Grade_Provided": "Property Class", + "Bolt.Type_Provided": "Type", + "Bolt.Shear": "Shear Capacity (kN)", + "Bolt.Bearing": "Bearing Capacity (kN)", + "Bolt.Capacity": "Capacity (kN)", + "Bolt.number": "Number of Bolts", + "PackingPlate thk": "Packing Plate Thickness (mm)", + "Bolt.Rows": "Rows of Bolts", + "Bolt.Cols": "Columns of Bolts", + "Bolt.UtilizationRatio": "Utilisation Ratio", + "Design For": "Design For", + "Plate.BaseCapacity": "Connected Plate Capacity (kN)", + "Plate.BaseUtilization": "Connected Plate Utilization", + "Bolt.Utilization": "Bolt Utilization", + "Bolt.ConnLength": "Length of Connection (mm)", + } + for tup in tuple_list or []: + if len(tup) < 4: + continue + src_key, label, param_type, val = tup[:4] + # Skip buttons, notes, section images, and callables (but include actual spacing values) + if param_type in ("OutButton", "Button", "Note", "Section", "Title", "Popup_Section") or callable(val): + continue + # Skip None keys (used for titles/notes) + if src_key is None: + continue + target_key = key_map.get(src_key, src_key) + display_label = label_map.get(target_key, label or target_key) + mapped_output[target_key] = {"key": target_key, "label": display_label, "val": val} + + if hasattr(module, "output_values"): + map_tuple_list(module.output_values(True)) + + # Spacing diagram expects PlateWidth; module has self.width from input + if "PlateWidth" not in mapped_output: + plate_width = None + if hasattr(module, "width") and module.width is not None: + try: + plate_width = float(module.width) + except (TypeError, ValueError): + pass + if plate_width is None: + plate_width = input_values.get("PlateWidth") + if plate_width is not None: + mapped_output["PlateWidth"] = {"key": "PlateWidth", "label": "Plate Width (mm)", "val": plate_width} + + # If nothing mapped and module exposes a raw output dict, keep it + if mapped_output: + output = mapped_output + elif hasattr(module, "get_output_values"): + output = module.get_output_values() + elif hasattr(module, "output"): + output = module.output + + # Get logs from the custom logger (same as fin_plate and butt_joint_welded) + logs = [] + if hasattr(module, 'logger'): + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + except Exception as e: + print(f"[ButtJointBolted] Error getting logs: {e}") + logs = [] + else: + logs = getattr(module, "logs", []) + else: + logs = getattr(module, "logs", []) + except Exception as e: + error_msg = f"Error in design: {str(e)}" + if 'logs' not in locals(): + logs = [] + logs.append(error_msg) + traceback.print_exc() + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path. + Desktop options: Model, Plate 1, Plate 2, Cover Plate, Bolts. + """ + print(f"[ButtJointBolted CAD] Starting CAD generation for section='{section}', session='{session}'") + valid_sections = ("Model", "Plate 1", "Plate 2", "Cover Plate", "Bolts") + if section not in valid_sections: + raise InvalidInputTypeError("section", "'Model', 'Plate 1', 'Plate 2', 'Cover Plate', 'Bolts'") + + print(f"[ButtJointBolted CAD] Creating module instance") + module = ButtJointBolted() + print(f"[ButtJointBolted CAD] Initializing logger") + module.set_osdaglogger(None, id="web") + print(f"[ButtJointBolted CAD] Setting input values") + module.set_input_values(input_values) + print(f"[ButtJointBolted CAD] Input values set successfully") + # Force correct display key for CAD, mirroring fin plate behavior + if getattr(module, "module", None) != KEY_DISP_BUTTJOINTBOLTED: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module, 'module', None)} to {KEY_DISP_BUTTJOINTBOLTED}") + module.module = KEY_DISP_BUTTJOINTBOLTED + + # Setup CAD helper (following fin_plate pattern) + print(f"[ButtJointBolted CAD] Initializing CommonDesignLogic") + try: + connection_key = KEY_DISP_BUTTJOINTBOLTED + folder = "" + print(f"[ButtJointBolted CAD] CommonDesignLogic params: connection={connection_key}, mainmodule={module.mainmodule}, folder='{folder}'") + cdl = CommonDesignLogic(None, None, folder, connection_key, module.mainmodule) + print(f"[ButtJointBolted CAD] CommonDesignLogic initialized successfully") + print(f"[ButtJointBolted CAD] cdl.mainmodule={cdl.mainmodule}, cdl.connection={cdl.connection}") + except Exception as e: + print(f'[ButtJointBolted CAD] Error initializing CommonDesignLogic: {e}') + traceback.print_exc() + return "" + + print(f"[ButtJointBolted CAD] Setting up CAD") + try: + setup_for_cad(cdl, module) + print(f"[ButtJointBolted CAD] CAD setup completed") + except Exception as e: + traceback.print_exc() + print(f'[ButtJointBolted CAD] Error in setup_for_cad: {e}') + + # Create CAD models first (populates cdl.assembly, cdl.plate1_model, etc.) + print(f"[ButtJointBolted CAD] Creating CAD models") + try: + # Unpack tuple and assign to cdl attributes (same as line 3221 in common_logic.py) + cdl.assembly, cdl.plate1_model, cdl.plate2_model, cdl.platec_model, cdl.platec2_model, cdl.bolt_models, cdl.nuts_models, cdl.packing1_model, cdl.packing2_model = cdl.createButtJointBoltedCAD() + print(f"[ButtJointBolted CAD] CAD models created and assigned successfully") + print(f"[ButtJointBolted CAD] assembly type: {type(cdl.assembly).__name__ if cdl.assembly else 'None'}") + print(f"[ButtJointBolted CAD] plate1_model type: {type(cdl.plate1_model).__name__ if cdl.plate1_model else 'None'}") + print(f"[ButtJointBolted CAD] platec_model type: {type(cdl.platec_model).__name__ if cdl.platec_model else 'None'}") + except Exception as exc: + print(f"[ButtJointBolted CAD] CAD build failed: {exc}") + traceback.print_exc() + return "" + + # Map desktop section names to create2Dcad() component names (Plate1, Plate2, Cover Plate, Connector) + section_to_component = { + "Plate 1": "Plate1", + "Plate 2": "Plate2", + "Cover Plate": "Cover Plate", + "Bolts": "Connector", + } + cdl.component = section_to_component.get(section, "") + + print(f"[ButtJointBolted CAD] Setting component='{cdl.component}' for section='{section}'") + + # Generate model using create2Dcad() + print(f"[ButtJointBolted CAD] Calling create2Dcad()") + try: + model = cdl.create2Dcad() + print(f"[ButtJointBolted CAD] Generated model type: {type(model).__name__ if model else 'None'}") + except Exception as e: + print(f"[ButtJointBolted CAD] Error in create2Dcad(): {e}") + traceback.print_exc() + return "" + + # create2Dcad() returns a list for Connector (bolts+nuts); compound them + if isinstance(model, (list, tuple)) and model: + print(f"[ButtJointBolted CAD] Model is a list/tuple with {len(model)} items, building compound") + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + builder = BRep_Builder() + comp = TopoDS_Compound() + builder.MakeCompound(comp) + for shape in model: + if shape: + builder.Add(comp, shape) + model = comp + print(f"[ButtJointBolted CAD] Compound model type: {type(model).__name__}") + + if model is None: + print(f"[ButtJointBolted CAD] No model generated for section={section}; skipping write.") + return "" + + # Create CAD directory + print(f"[ButtJointBolted CAD] Creating CAD directory") + cad_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_dir, exist_ok=True) + + section_safe = section.replace(" ", "_") + file_name = f"{session}_{section_safe}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + print(f"[ButtJointBolted CAD] Target file path: {file_path}") + + # Write BREP file (following fin_plate pattern) + print(f"[ButtJointBolted CAD] Writing BREP file: {file_path}") + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + print(f"[ButtJointBolted CAD] BREP file written successfully") + except Exception as e: + print(f"[ButtJointBolted CAD] Writing to BREP file failed: {e}") + traceback.print_exc() + return "" + + # Export STL next to BREP (following fin_plate pattern) + try: + single_stl_rel = file_path.replace(".brep", ".stl") + print(f"[ButtJointBolted CAD] Writing STL: {single_stl_rel}") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"[ButtJointBolted CAD] STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"[ButtJointBolted CAD] Warning: Failed to save STL for {section}: {stle}") + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + print(f"[ButtJointBolted CAD] STEP file saved: {step_rel}") + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + print(f"[ButtJointBolted CAD] IGES file saved: {iges_rel}") + except Exception as e: + print(f"[ButtJointBolted CAD] Warning: Optional STEP/IGES export failed: {e}") + + print(f"[ButtJointBolted CAD] CAD generation completed successfully. Returning path: {file_path}") + return file_path + +def create_from_input(input_values: Dict[str, Any]) -> Any: + """Create module instance from input""" + module = ButtJointBolted() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + return module diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/service.py b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/service.py new file mode 100644 index 000000000..b7f01286d --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_bolted/service.py @@ -0,0 +1,45 @@ +""" +Service for Butt Joint Bolted +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +MODULE_ID = "ButtJointBolted" + + +class Service: + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + try: + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + except Exception as exc: + traceback.print_exc() + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': str(exc), + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Column', 'Plate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_welded/__init__.py b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/__init__.py new file mode 100644 index 000000000..a4cee1578 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/__init__.py @@ -0,0 +1,2 @@ +MODULE_ID = 'ButtJointWelded' +from .service import MODULE_ID, Service \ No newline at end of file diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_welded/adapter.py b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/adapter.py new file mode 100644 index 000000000..4a988d419 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/adapter.py @@ -0,0 +1,318 @@ +""" +Adapter for Butt Joint Welded module +""" +from typing import Dict, Any, List +import os +import json +import traceback +from osdag_core.design_type.connection.butt_joint_welded import ButtJointWelded +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.Common import KEY_DISP_BUTTJOINTWELDED +from osdag_core.custom_logger import CustomLogger +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, validate_list_type, write_stl +) +from ...shared import setup_for_cad +from ...shared_validation import create_welded_validator + +def get_required_keys() -> List[str]: + return [ + "Module", + "Material", + "Load.Axial", + "Plate1Thickness", + "Plate2Thickness", + "PlateWidth", + "ButtJoint.CoverPlate", + "Weld.Size", + "Weld.Material_Grade_OverWrite", + "Weld.Fab", + "Design.For", + ] + +# Create shared validator instance +_validator = create_welded_validator(get_required_keys(), "ButtJointWelded") + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate required inputs for ButtJointWelded using shared validator.""" + iv = dict(input_values or {}) + # Provide legacy defaults for weld metadata if omitted by caller or empty string + if not iv.get("Weld.Material_Grade_OverWrite") or iv.get("Weld.Material_Grade_OverWrite", "").strip() == "": + iv["Weld.Material_Grade_OverWrite"] = "410" + if not iv.get("Weld.Fab") or iv.get("Weld.Fab", "").strip() == "": + iv["Weld.Fab"] = "Shop Weld" + if not iv.get("Weld.Type") or iv.get("Weld.Type", "").strip() == "": + iv["Weld.Type"] = iv.get("Weld.Fab", "Shop Weld") + # Persist defaults back to caller dict so downstream set_input_values sees them + input_values.update(iv) + # Use shared validator for validation + _validator.validate(input_values) + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate output from input values""" + output = {} + logs = [] + try: + module = ButtJointWelded() + module.set_osdaglogger(None, id="web") + + validate_input(input_values) + module.set_input_values(input_values) + + for runner in ("design", "design_main", "design_module", "run_design"): + design_fn = getattr(module, runner, None) + if callable(design_fn): + design_fn() + break + + mapped_output = {} + def map_tuple_list(tuple_list): + key_map = { + "Weld.Type": "Weld.Type", + "Weld.Size": "Weld.Size", + "Weld.EffLength": "Weld.EffLength", + "Utilisation Ratio": "Utilisation Ratio", + "No Cover Plate": "No Cover Plate", + "Width of Cover Plate": "Width of Cover Plate", + "Length of Cover Plate": "Length of Cover Plate", + "Thickness of Cover Plate": "Thickness of Cover Plate", + } + label_map = { + "Weld.Type": "Type", + "Weld.Size": "Size (mm)", + "Weld.EffLength": "Eff.Length (mm)", + "Utilisation Ratio": "Utilisation Ratio", + "No Cover Plate": "No Cover Plate", + "Width of Cover Plate": "Width of Cover Plate", + "Length of Cover Plate": "Length of Cover Plate", + "Thickness of Cover Plate": "Thickness of Cover Plate", + } + for tup in tuple_list or []: + if len(tup) < 4: + continue + src_key, label, param_type, val = tup[:4] + # Skip buttons, notes, section images, and callables (but include actual spacing values) + if param_type in ("OutButton", "Button", "Note", "Section", "Title", "Popup_Section") or callable(val): + continue + # Skip None keys (used for titles/notes) + if src_key is None: + continue + target_key = key_map.get(src_key, src_key) + display_label = label_map.get(target_key, label or target_key) + mapped_output[target_key] = {"key": target_key, "label": display_label, "val": val} + + if hasattr(module, "output_values"): + map_tuple_list(module.output_values(True)) + + # Supplement with scalars if not already mapped + def add_scalar(src_attr, target_key, label): + if target_key in mapped_output: + return + if hasattr(module, src_attr): + mapped_output[target_key] = {"key": target_key, "label": label, "val": getattr(module, src_attr)} + + add_scalar("weld_size", "Weld.Size", "Size (mm)") + # Weld strength in Osdag is in kN (converted from N in output_values) + if hasattr(module, 'weld_strength') and module.weld_strength: + weld_strength_kn = round(module.weld_strength / 1000, 2) if module.weld_strength > 1000 else module.weld_strength + mapped_output["Weld.Strength"] = {"key": "Weld.Strength", "label": "Strength (kN)", "val": weld_strength_kn} + add_scalar("weld_length_effective", "Weld.EffLength", "Eff.Length (mm)") + add_scalar("design_for", "Design For", "Design For") + add_scalar("weld_length_provided", "Bolt.ConnLength", "Length of Connection (mm)") # reused key for length + + if mapped_output: + output = mapped_output + elif hasattr(module, "output_values_dict") and isinstance(module.output_values_dict, dict): + output = module.output_values_dict + else: + output = {} + + # Get logs from the custom logger (same as fin_plate) + logs = [] + if hasattr(module, 'logger'): + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + except Exception as e: + print(f"[ButtJointWelded] Error getting logs: {e}") + logs = [] + else: + logs = getattr(module, "logs", []) + else: + logs = getattr(module, "logs", []) + except Exception as e: + error_msg = f"Error in design: {str(e)}" + if 'logs' not in locals(): + logs = [] + logs.append(error_msg) + traceback.print_exc() + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path. + Desktop options: Model, Plate 1, Plate 2, Cover Plate, Welds. + """ + valid_sections = ("Model", "Plate 1", "Plate 2", "Cover Plate", "Welds") + if section not in valid_sections: + raise InvalidInputTypeError("section", "'Model', 'Plate 1', 'Plate 2', 'Cover Plate', 'Welds'") + + module = ButtJointWelded() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + if getattr(module, "module", None) != KEY_DISP_BUTTJOINTWELDED: + module.module = KEY_DISP_BUTTJOINTWELDED + + try: + connection_key = KEY_DISP_BUTTJOINTWELDED + mainmodule = getattr(module, "mainmodule", "Moment Connection") + folder = "" + cdl = CommonDesignLogic(None, '', folder, connection_key, mainmodule) + except Exception as e: + print('Error initializing CommonDesignLogic:', e) + return "" + + try: + setup_for_cad(cdl, module) + except Exception as e: + traceback.print_exc() + print('Error in setup_for_cad:', e) + return "" + + try: + (cdl.assembly, cdl.plate1_model, cdl.plate2_model, cdl.platec_model, cdl.platec2_model, + cdl.weld_models, cdl.packing1_model, cdl.packing2_model) = cdl.createButtJointWeldedCAD() + except Exception as e: + print(f"Error in createButtJointWeldedCAD: {e}") + traceback.print_exc() + return "" + + def _compound_shapes(shapes): + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + shapes = [s for s in (shapes if isinstance(shapes, (list, tuple)) else [shapes]) if s] + if not shapes: + return None + if len(shapes) == 1: + return shapes[0] + builder = BRep_Builder() + comp = TopoDS_Compound() + builder.MakeCompound(comp) + for s in shapes: + builder.Add(comp, s) + return comp + + model = None + part_files = {} + part_names = [] + + if section == "Model": + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for shape in [cdl.plate1_model, cdl.plate2_model, cdl.platec_model, + cdl.platec2_model if getattr(cdl, 'platec2_model', None) else None, + cdl.packing1_model if getattr(cdl, 'packing1_model', None) else None, + cdl.packing2_model if getattr(cdl, 'packing2_model', None) else None] + (list(cdl.weld_models) if cdl.weld_models else []): + if shape: + builder.Add(compound, shape) + model = compound + part_names = ["Plate_1", "Plate_2", "Cover_Plate", "Welds"] + elif section == "Plate 1": + model = cdl.plate1_model + elif section == "Plate 2": + model = cdl.plate2_model + elif section == "Cover Plate": + cover_parts = [cdl.platec_model] + if getattr(cdl, 'platec2_model', None): + cover_parts.append(cdl.platec2_model) + if getattr(cdl, 'packing1_model', None): + cover_parts.append(cdl.packing1_model) + if getattr(cdl, 'packing2_model', None): + cover_parts.append(cdl.packing2_model) + model = _compound_shapes(cover_parts) + elif section == "Welds": + model = _compound_shapes(cdl.weld_models) + + if model is None: + print(f"[CAD DEBUG] No model generated for section={section}; skipping write.") + return "" + + cad_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_dir, exist_ok=True) + + section_safe = section.replace(" ", "_") + file_name = f"{session}_{section_safe}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [{"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name)] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + + except Exception as e: + print("Writing to BREP file failed:", e) + + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path + +def create_from_input(input_values: Dict[str, Any]) -> Any: + """Create module instance from input""" + module = ButtJointWelded() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + return module diff --git a/backend/apps/modules/simple_connection/submodules/butt_joint_welded/service.py b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/service.py new file mode 100644 index 000000000..adf5c82ce --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/butt_joint_welded/service.py @@ -0,0 +1,44 @@ +""" +Service for Butt Joint Welded +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +MODULE_ID = "ButtJointWelded" + + +class Service: + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + try: + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + except Exception as exc: + traceback.print_exc() + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': str(exc), + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Plate 1', 'Plate 2', 'Cover Plate', 'Welds') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) \ No newline at end of file diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/__init__.py b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/__init__.py new file mode 100644 index 000000000..3c13470eb --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/__init__.py @@ -0,0 +1,2 @@ +MODULE_ID = 'LapJointBolted' +from .service import MODULE_ID, Service \ No newline at end of file diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/adapter.py b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/adapter.py new file mode 100644 index 000000000..dd84467f9 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/adapter.py @@ -0,0 +1,414 @@ +""" +Adapter for Lap Joint Bolted module +""" +from typing import Dict, Any, List +import os +import json +import traceback +from osdag_core.design_type.connection.lap_joint_bolted import LapJointBolted +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from osdag_core.Common import KEY_DISP_LAPJOINTBOLTED +from osdag_core.custom_logger import CustomLogger +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, validate_list_type, write_stl +) +from ...shared import setup_for_cad +from ...shared_validation import create_bolted_validator + +def get_required_keys() -> List[str]: + return [ + "Module", + "Material", + "Load.Axial", + "Plate1Thickness", + "Plate2Thickness", + "PlateWidth", + "Bolt.Diameter", + "Bolt.Grade", + "Bolt.Type", + "Bolt.Bolt_Hole_Type", + "Bolt.Slip_Factor", + "Design.For", + ] + +# Create shared validator instance +_validator = create_bolted_validator(get_required_keys(), "LapJointBolted") + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate input values using shared validator""" + _validator.validate(input_values) + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate output from input values""" + output = {} + logs = [] + try: + module = LapJointBolted() + module.set_osdaglogger(None, id="web") + + validate_input(input_values) + module.set_input_values(input_values) + + for runner in ("design", "design_main", "design_module", "run_design"): + design_fn = getattr(module, runner, None) + if callable(design_fn): + design_fn() + break + + mapped_output = {} + def map_tuple_list(tuple_list): + key_map = { + "Bolt.Diameter_Provided": "Bolt.Diameter", + "Bolt.Grade_Provided": "Bolt.Grade_Provided", + "Bolt.Type_Provided": "Bolt.Type_Provided", + "Bolt.Shear": "Bolt.Shear", + "Bolt.Bearing": "Bolt.Bearing", + "Bolt.Capacity": "Bolt.Capacity", + "Bolt.Total_Number": "Bolt.number", + "PackingPlate.Thickness": "PackingPlate thk", + "Bolt.Rows_Provided": "Bolt.Rows", + "Bolt.Columns_Provided": "Bolt.Cols", + "Utilization.Ratio": "Bolt.UtilizationRatio", + "Design.For": "Design For", + "Plate.BaseCapacity": "Plate.BaseCapacity", + "Plate.BaseUtilization": "Plate.BaseUtilization", + "Bolt.Utilization": "Bolt.Utilization", + "Bolt.Connection_Length": "Bolt.ConnLength", + "Bolt.Pitch": "Bolt.Pitch", + "Bolt.EndDist": "Bolt.EndDist", + "Bolt.Gauge": "Bolt.Gauge", + "Bolt.EdgeDist": "Bolt.EdgeDist", + "Member.Depth": "PlateWidth", + } + label_map = { + "Bolt.Diameter": "Diameter (mm)", + "Bolt.Grade_Provided": "Property Class", + "Bolt.Type_Provided": "Type", + "Bolt.Shear": "Shear Capacity (kN)", + "Bolt.Bearing": "Bearing Capacity (kN)", + "Bolt.Capacity": "Capacity (kN)", + "Bolt.number": "Number of Bolts", + "PackingPlate thk": "Packing Plate Thickness (mm)", + "Bolt.Rows": "Rows of Bolts", + "Bolt.Cols": "Columns of Bolts", + "Bolt.UtilizationRatio": "Utilisation Ratio", + "Design For": "Design For", + "Plate.BaseCapacity": "Base Metal Capacity (kN)", + "Plate.BaseUtilization": "Base Metal Utilization", + "Bolt.Utilization": "Bolt Utilization", + "Bolt.ConnLength": "Length of Connection (mm)", + "Bolt.Pitch": "Pitch Distance (mm)", + "Bolt.EndDist": "End Distance (mm)", + "Bolt.Gauge": "Gauge Distance (mm)", + "Bolt.EdgeDist": "Edge Distance (mm)", + "PlateWidth": "Member Depth (mm)", + } + for tup in tuple_list or []: + if len(tup) < 4: + continue + src_key, label, param_type, val = tup[:4] + param_type_lower = str(param_type).lower() if param_type else "" + if param_type in ("OutButton", "Button", "Note", "Section", "Title", "Popup_Section") or "button" in param_type_lower or callable(val): + continue + if src_key is None: + continue + target_key = key_map.get(src_key, src_key) + display_label = label_map.get(target_key, label or target_key) + mapped_output[target_key] = {"key": target_key, "label": display_label, "val": val} + + if hasattr(module, "output_values"): + map_tuple_list(module.output_values(True)) + if hasattr(module, "spacing") and callable(getattr(module, "spacing", None)): + map_tuple_list(module.spacing(True)) + + if mapped_output: + output = mapped_output + elif hasattr(module, "get_output_values"): + output = module.get_output_values() + elif hasattr(module, "output"): + output = module.output + + # Get logs from the custom logger (same as fin_plate and butt_joint_welded) + logs = [] + if hasattr(module, 'logger'): + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + except Exception as e: + print(f"[LapJointBolted] Error getting logs: {e}") + logs = [] + else: + logs = getattr(module, "logs", []) + else: + logs = getattr(module, "logs", []) + except Exception as e: + error_msg = f"Error in design: {str(e)}" + if 'logs' not in locals(): + logs = [] + logs.append(error_msg) + traceback.print_exc() + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + print(f"[LapJointBolted CAD] Starting CAD generation for section='{section}', session='{session}'") + # Two separate plate options: Plate 1 and Plate 2 (each returns only that plate's geometry) + valid_sections = ("Model", "Plate 1", "Plate 2", "Bolts", "Plate", "Bolt", "Connector") + if section not in valid_sections: + raise InvalidInputTypeError("section", "'Model', 'Plate 1', 'Plate 2', 'Bolts'") + + print(f"[LapJointBolted CAD] Creating module instance") + module = LapJointBolted() + print(f"[LapJointBolted CAD] Initializing logger") + module.set_osdaglogger(None, id="web") + print(f"[LapJointBolted CAD] Setting input values") + module.set_input_values(input_values) + print(f"[LapJointBolted CAD] Input values set successfully") + if getattr(module, "module", None) != KEY_DISP_LAPJOINTBOLTED: + print(f"[CAD DEBUG] Adjusting module.module from {getattr(module, 'module', None)} to {KEY_DISP_LAPJOINTBOLTED}") + module.module = KEY_DISP_LAPJOINTBOLTED + + print(f"[LapJointBolted CAD] Initializing CommonDesignLogic") + try: + connection_key = KEY_DISP_LAPJOINTBOLTED + mainmodule = "Moment Connection" + folder = "" + print(f"[LapJointBolted CAD] CommonDesignLogic params: connection={connection_key}, mainmodule={mainmodule}, folder='{folder}'") + cdl = CommonDesignLogic(None, '', folder, connection_key, mainmodule) + print(f"[LapJointBolted CAD] CommonDesignLogic initialized successfully") + except Exception as e: + print(f'[LapJointBolted CAD] Error initializing CommonDesignLogic: {e}') + traceback.print_exc() + return "" + + print(f"[LapJointBolted CAD] Setting up CAD") + try: + setup_for_cad(cdl, module) + print(f"[LapJointBolted CAD] CAD setup completed") + except Exception as e: + traceback.print_exc() + print(f'[LapJointBolted CAD] Error in setup_for_cad: {e}') + + # Call CAD method directly (bypassing create2Dcad since it doesn't have a branch for LapJointBolted) + print(f"[LapJointBolted CAD] Calling createBoltedLapJoint()") + try: + lap_joint, plate1, plate2, bolts, nuts = cdl.createBoltedLapJoint() + print(f"[LapJointBolted CAD] CAD components created -> lap_joint:{type(lap_joint)}, plate1:{type(plate1)}, plate2:{type(plate2)}, bolts:{type(bolts)}, nuts:{type(nuts)}") + except Exception as exc: + print(f"[LapJointBolted CAD] CAD build failed: {exc}") + traceback.print_exc() + return "" + + # Helper to flatten lists of shapes + def _flatten_shapes(items): + flat = [] + for m in items if isinstance(items, (list, tuple)) else [items]: + if isinstance(m, (list, tuple)): + flat.extend([x for x in m if x]) + elif m: + flat.append(m) + return flat + + # Helper to fuse shapes + def _fuse_shapes(shapes): + shapes = [s for s in shapes if s] + if not shapes: + return None + if len(shapes) == 1: + return shapes[0] + fused = shapes[0] + for s in shapes[1:]: + fused = BRepAlgoAPI_Fuse(fused, s).Shape() + return fused + + # Helper to create compound + def _compound_shapes(shapes): + shapes = [s for s in shapes if s] + if not shapes: + return None + builder = BRep_Builder() + comp = TopoDS_Compound() + builder.MakeCompound(comp) + for s in shapes: + builder.Add(comp, s) + return comp + + # Route components based on section + print(f"[LapJointBolted CAD] Processing section: {section}") + part_files = {} + model = None + + print(f"[LapJointBolted CAD] Building model for section: {section}") + try: + if section == "Model": + print(f"[LapJointBolted CAD] Building compound Model") + # Combine all parts for Model + fused_main = _fuse_shapes([p for p in [lap_joint, plate1, plate2] if p]) + bolts_comp = _compound_shapes(_flatten_shapes([bolts, nuts])) + + if fused_main and bolts_comp: + model = BRepAlgoAPI_Fuse(fused_main, bolts_comp).Shape() + elif fused_main: + model = fused_main + elif bolts_comp: + model = bolts_comp + + # Write Plate part (combined plate1 + plate2) + if plate1 or plate2: + print(f"[LapJointBolted CAD] Writing Plate part") + plate_combined = _fuse_shapes([p for p in [plate1, plate2] if p]) + if plate_combined: + part_file_name = f"{session}_Plate.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + print(f"[LapJointBolted CAD] Writing Plate BREP: {part_file_path_rel}") + BRepTools.breptools.Write(plate_combined, part_file_path_rel, Message_ProgressRange()) + part_files["Plate"] = part_file_path_rel + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + print(f"[LapJointBolted CAD] Writing Plate STL: {part_stl_rel}") + write_stl(plate_combined, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"[LapJointBolted CAD] Failed to write STL for Plate: {stle}") + + # Write Bolts part + if bolts_comp: + print(f"[LapJointBolted CAD] Writing Bolts part") + part_file_name = f"{session}_Bolts.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + print(f"[LapJointBolted CAD] Writing Bolts BREP: {part_file_path_rel}") + BRepTools.breptools.Write(bolts_comp, part_file_path_rel, Message_ProgressRange()) + part_files["Bolts"] = part_file_path_rel + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + print(f"[LapJointBolted CAD] Writing Bolts STL: {part_stl_rel}") + write_stl(bolts_comp, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"[LapJointBolted CAD] Failed to write STL for Bolts: {stle}") + + elif section == "Plate 1": + print(f"[LapJointBolted CAD] Building Plate 1 section (first plate only)") + model = plate1 + print(f"[LapJointBolted CAD] Plate 1 model type: {type(model).__name__ if model else 'None'}") + elif section == "Plate 2": + print(f"[LapJointBolted CAD] Building Plate 2 section (second plate only)") + model = plate2 + print(f"[LapJointBolted CAD] Plate 2 model type: {type(model).__name__ if model else 'None'}") + elif section == "Plate": + print(f"[LapJointBolted CAD] Building Plate section (combined plates)") + model = _fuse_shapes([p for p in [plate1, plate2] if p]) + print(f"[LapJointBolted CAD] Plate model type: {type(model).__name__ if model else 'None'}") + + elif section in ("Bolt", "Bolts", "Connector"): + print(f"[LapJointBolted CAD] Building {section} section (bolts/nuts)") + # Return bolts/nuts as compound + model = _compound_shapes(_flatten_shapes([bolts, nuts])) + print(f"[LapJointBolted CAD] {section} model type: {type(model).__name__ if model else 'None'}") + + else: + print(f"[LapJointBolted CAD] Building default section (lap_joint)") + # Default: return lap_joint + model = lap_joint + print(f"[LapJointBolted CAD] Default model type: {type(model).__name__ if model else 'None'}") + + except Exception as e: + print(f"[LapJointBolted CAD] Error processing CAD components: {e}") + traceback.print_exc() + return "" + + print(f"[LapJointBolted CAD] Creating CAD directory") + cad_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_dir, exist_ok=True) + + # Safe filename: replace spaces so "Plate 1" -> "Plate_1" + section_safe = section.replace(" ", "_") + file_name = f"{session}_{section_safe}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + print(f"[LapJointBolted CAD] Target file path: {file_path}") + + if model is None: + print(f"[LapJointBolted CAD] No model generated for section={section}; skipping write.") + return "" + + print(f"[LapJointBolted CAD] Writing BREP file: {file_path}") + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + print(f"[LapJointBolted CAD] BREP file written successfully") + + if section == "Model": + print(f"[LapJointBolted CAD] Generating additional formats for Model") + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [{"name": name, "brepPath": part_files.get(name)} for name in part_files.keys()] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"[LapJointBolted CAD] Manifest written: {manifest_path}") + except Exception as me: + print(f"[LapJointBolted CAD] Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"[LapJointBolted CAD] Warning: Optional STEP/IGES export failed: {e}") + + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + print(f"[LapJointBolted CAD] Writing merged STL: {merged_stl_rel}") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"[LapJointBolted CAD] Merged STL written successfully") + except Exception as stle: + print(f"[LapJointBolted CAD] Warning: Failed to save merged STL: {stle}") + + except Exception as e: + print(f"[LapJointBolted CAD] Writing to BREP file failed: {e}") + traceback.print_exc() + + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + print(f"[LapJointBolted CAD] Writing single STL: {single_stl_rel}") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"[LapJointBolted CAD] Single STL written successfully") + except Exception as stle: + print(f"[LapJointBolted CAD] Warning: Failed to save STL for {section}: {stle}") + + print(f"[LapJointBolted CAD] CAD generation completed successfully. Returning path: {file_path}") + return file_path + +def create_from_input(input_values: Dict[str, Any]) -> Any: + """Create module instance from input""" + module = LapJointBolted() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + return module diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/service.py b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/service.py new file mode 100644 index 000000000..21c228372 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_bolted/service.py @@ -0,0 +1,45 @@ +""" +Service for Lap Joint Bolted +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +MODULE_ID = "LapJointBolted" + + +class Service: + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + try: + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + except Exception as exc: + traceback.print_exc() + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': str(exc), + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Column', 'Plate', 'Bolt', 'Bolts', 'Connector') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_welded/__init__.py b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/__init__.py new file mode 100644 index 000000000..60a63ca88 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/__init__.py @@ -0,0 +1,2 @@ +MODULE_ID = 'LapJointWelded' +from .service import MODULE_ID, Service \ No newline at end of file diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_welded/adapter.py b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/adapter.py new file mode 100644 index 000000000..b2ec92372 --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/adapter.py @@ -0,0 +1,309 @@ +""" +Adapter for Lap Joint Welded module +""" +from typing import Dict, Any, List +import os +import json +import traceback +from osdag_core.design_type.connection.lap_joint_welded import LapJointWelded +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Core import BRepTools +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.Common import KEY_DISP_LAPJOINTWELDED +from osdag_core.custom_logger import CustomLogger +from apps.core.utils import ( + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, validate_list_type, write_stl +) +from ...shared import setup_for_cad +from ...shared_validation import create_welded_validator + +def get_required_keys() -> List[str]: + return [ + "Module", + "Material", + "Load.Axial", + "Plate1Thickness", + "Plate2Thickness", + "PlateWidth", + "Weld.Size", + "Weld.Material_Grade_OverWrite", + "Weld.Fab", + "Design.For", + ] + +# Create shared validator instance +_validator = create_welded_validator(get_required_keys(), "LapJointWelded") + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate input values using shared validator""" + iv = dict(input_values or {}) + # Provide legacy defaults for weld metadata if omitted by caller or empty string + if not iv.get("Weld.Material_Grade_OverWrite") or iv.get("Weld.Material_Grade_OverWrite", "").strip() == "": + iv["Weld.Material_Grade_OverWrite"] = "410" + if not iv.get("Weld.Fab") or iv.get("Weld.Fab", "").strip() == "": + iv["Weld.Fab"] = "Shop Weld" + if not iv.get("Weld.Type") or iv.get("Weld.Type", "").strip() == "": + iv["Weld.Type"] = iv.get("Weld.Fab", "Shop Weld") + input_values.update(iv) + # Use shared validator for validation + _validator.validate(input_values) + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate output from input values""" + output = {} + logs = [] + try: + module = LapJointWelded() + module.set_osdaglogger(None, id="web") + + validate_input(input_values) + module.set_input_values(input_values) + + for runner in ("design", "design_main", "design_module", "run_design"): + design_fn = getattr(module, runner, None) + if callable(design_fn): + design_fn() + break + + mapped_output = {} + def map_tuple_list(tuple_list): + key_map = { + "Weld.Type": "Weld.Type", + "Weld.Size": "Weld.Size", + "Weld.EffLength": "Weld.EffLength", + "Utilisation Ratio": "Utilisation Ratio", + "No Cover Plate": "No Cover Plate", + "Width of Cover Plate": "Width of Cover Plate", + "Length of Cover Plate": "Length of Cover Plate", + "Thickness of Cover Plate": "Thickness of Cover Plate", + } + label_map = { + "Weld.Type": "Type", + "Weld.Size": "Size (mm)", + "Weld.EffLength": "Eff.Length (mm)", + "Utilisation Ratio": "Utilisation Ratio", + "No Cover Plate": "No Cover Plate", + "Width of Cover Plate": "Width of Cover Plate", + "Length of Cover Plate": "Length of Cover Plate", + "Thickness of Cover Plate": "Thickness of Cover Plate", + } + for tup in tuple_list or []: + if len(tup) < 4: + continue + src_key, label, param_type, val = tup[:4] + param_type_lower = str(param_type).lower() + if "button" in param_type_lower or callable(val): + continue + target_key = key_map.get(src_key, src_key) + display_label = label_map.get(target_key, label or target_key) + mapped_output[target_key] = {"key": target_key, "label": display_label, "val": val} + + if hasattr(module, "output_values"): + map_tuple_list(module.output_values(True)) + # Do not call spacing for welded (spacing() references self.plate and crashes) + + # Supplement with scalars if not already mapped + def add_scalar(src_attr, target_key, label): + if target_key in mapped_output: + return + if hasattr(module, src_attr): + mapped_output[target_key] = {"key": target_key, "label": label, "val": getattr(module, src_attr)} + + add_scalar("weld_size", "Weld.Size", "Size (mm)") + # Weld strength in Osdag is in kN (converted from N in output_values) + if hasattr(module, 'weld_strength') and module.weld_strength: + weld_strength_kn = round(module.weld_strength / 1000, 2) if module.weld_strength > 1000 else module.weld_strength + mapped_output["Weld.Strength"] = {"key": "Weld.Strength", "label": "Strength (kN)", "val": weld_strength_kn} + add_scalar("weld_length_effective", "Weld.EffLength", "Eff.Length (mm)") + add_scalar("design_for", "Design For", "Design For") + add_scalar("connection_length", "Bolt.ConnLength", "Length of Connection (mm)") + + if mapped_output: + output = mapped_output + elif hasattr(module, "output_values_dict") and isinstance(module.output_values_dict, dict): + output = module.output_values_dict + else: + output = {} + + # Get logs from the custom logger (same as fin_plate and butt_joint_welded) + logs = [] + if hasattr(module, 'logger'): + if isinstance(module.logger, CustomLogger): + try: + logs = module.logger.get_logs() + except Exception as e: + print(f"[LapJointWelded] Error getting logs: {e}") + logs = [] + else: + logs = getattr(module, "logs", []) + else: + logs = getattr(module, "logs", []) + except Exception as e: + error_msg = f"Error in design: {str(e)}" + if 'logs' not in locals(): + logs = [] + logs.append(error_msg) + traceback.print_exc() + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path. + Desktop options: Model, Plate 1, Plate 2, Welds. + """ + valid_sections = ("Model", "Plate 1", "Plate 2", "Welds") + if section not in valid_sections: + raise InvalidInputTypeError("section", "'Model', 'Plate 1', 'Plate 2', 'Welds'") + + module = LapJointWelded() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + if getattr(module, "module", None) != KEY_DISP_LAPJOINTWELDED: + module.module = KEY_DISP_LAPJOINTWELDED + + try: + connection_key = KEY_DISP_LAPJOINTWELDED + mainmodule = getattr(module, "mainmodule", "Moment Connection") + folder = "" + cdl = CommonDesignLogic(None, '', folder, connection_key, mainmodule) + except Exception as e: + print('Error initializing CommonDesignLogic:', e) + return "" + + try: + setup_for_cad(cdl, module) + except Exception as e: + traceback.print_exc() + print('Error in setup_for_cad:', e) + return "" + + try: + cdl.assembly, cdl.plate1_model, cdl.plate2_model, cdl.weld_models = cdl.createWeldedLapJoint() + except Exception as e: + print(f"Error in createWeldedLapJoint: {e}") + traceback.print_exc() + return "" + + def _compound_shapes(shapes): + from OCC.Core.BRep import BRep_Builder + shapes = [s for s in (shapes if isinstance(shapes, (list, tuple)) else [shapes]) if s] + if not shapes: + return None + if len(shapes) == 1: + return shapes[0] + builder = BRep_Builder() + comp = TopoDS_Compound() + builder.MakeCompound(comp) + for s in shapes: + builder.Add(comp, s) + return comp + + model = None + part_files = {} + part_names = [] + + if section == "Model": + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for shape in [cdl.plate1_model, cdl.plate2_model] + (list(cdl.weld_models) if cdl.weld_models else []): + if shape: + builder.Add(compound, shape) + model = compound + part_names = ["Plate_1", "Plate_2", "Welds"] + for pname, pshape in [("Plate_1", cdl.plate1_model), ("Plate_2", cdl.plate2_model), ("Welds", _compound_shapes(cdl.weld_models))]: + if pshape: + pref = os.path.join("file_storage", "cad_models", f"{session}_{pname}.brep") + part_files[pname] = pref + try: + BRepTools.breptools.Write(pshape, pref, Message_ProgressRange()) + write_stl(pshape, os.path.join(os.getcwd(), pref.replace(".brep", ".stl"))) + except Exception as ex: + print(f"Warning: failed to write part {pname}: {ex}") + elif section == "Plate 1": + model = cdl.plate1_model + elif section == "Plate 2": + model = cdl.plate2_model + elif section == "Welds": + model = _compound_shapes(cdl.weld_models) + + if model is None: + print(f"[CAD DEBUG] No model generated for section={section}; skipping write.") + return "" + + cad_dir = os.path.join(os.getcwd(), "file_storage", "cad_models") + os.makedirs(cad_dir, exist_ok=True) + + section_safe = section.replace(" ", "_") + file_name = f"{session}_{section_safe}.brep" + file_path = os.path.join("file_storage", "cad_models", file_name) + + try: + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [{"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name)] + } + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports + if export_formats_lc: + try: + from apps.core.utils.cad_export import export_step, export_iges + + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + + except Exception as e: + print("Writing to BREP file failed:", e) + + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path + +def create_from_input(input_values: Dict[str, Any]) -> Any: + """Create module instance from input""" + module = LapJointWelded() + module.set_osdaglogger(None, id="web") + validate_input(input_values) + module.set_input_values(input_values) + return module diff --git a/backend/apps/modules/simple_connection/submodules/lap_joint_welded/service.py b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/service.py new file mode 100644 index 000000000..a566f0d3a --- /dev/null +++ b/backend/apps/modules/simple_connection/submodules/lap_joint_welded/service.py @@ -0,0 +1,45 @@ +""" +Service for Lap Joint Welded +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +MODULE_ID = "LapJointWelded" + + +class Service: + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + try: + validate_input(inputs) + output, logs = generate_output(inputs) + return { + 'data': output, + 'logs': logs or [], + 'success': True + } + except Exception as exc: + traceback.print_exc() + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': str(exc), + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Plate 1', 'Plate 2', 'Welds') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/simple_connection/urls.py b/backend/apps/modules/simple_connection/urls.py new file mode 100644 index 000000000..98836e4ed --- /dev/null +++ b/backend/apps/modules/simple_connection/urls.py @@ -0,0 +1,8 @@ +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import SimpleConnectionViewSet + +router = DefaultRouter() +router.register(r'', SimpleConnectionViewSet, basename='simple-connection') + +urlpatterns = router.urls diff --git a/backend/apps/modules/simple_connection/views.py b/backend/apps/modules/simple_connection/views.py new file mode 100644 index 000000000..765dd4bc2 --- /dev/null +++ b/backend/apps/modules/simple_connection/views.py @@ -0,0 +1,152 @@ +""" +Simple Connection ViewSet - routes to sub-module services via slug. +Mirrors shear_connection pattern (design + options endpoints). +""" +import logging +from rest_framework import viewsets, status +from rest_framework.decorators import action +from rest_framework.permissions import AllowAny +from rest_framework.response import Response + +from apps.core.models import Material, CustomMaterials, Bolt +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from apps.core.utils.errors import format_error_response, get_error_status_code +from apps.core.api.design.report_customization_api import generate_initial_report_core +from .registry import SimpleConnectionRegistry + +logger = logging.getLogger(__name__) + + +# Mapping from simple-connection slug to module_id used by CreateDesignReport +SIMPLE_CONNECTION_REPORT_MODULE_ID_MAP = { + "butt-joint-bolted": "ButtJointBolted", + "butt-joint-welded": "ButtJointWelded", + "lap-joint-bolted": "LapJointBolted", + "lap-joint-welded": "LapJointWelded", +} + + +class SimpleConnectionViewSet(viewsets.ViewSet): + permission_classes = [AllowAny] + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/simple-connection/{slug}/design/ + Asynchronously runs calculation task. + """ + ServiceClass = SimpleConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_design('simple-connection', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/simple-connection/{slug}/options/ + Provides dropdown/options data for simple connections. + """ + slug = submodule_slug + + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def bolt_diameters(): + lst = list(Bolt.objects.values_list('Bolt_diameter', flat=True)) + lst.sort() + # frontend expects strings convertible to numbers + return [str(x) for x in lst] + + property_classes = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + thickness_list = [ + '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', + '56', '63', '75', '80', '90', '100', '110', '120' + ] + cover_plate_list = ['Single-Cover', 'Double-Cover'] + weld_size_list = ['4', '5', '6', '8', '10', '12'] + + # Design preferences options + bolt_type_list = ['Non Pre-tensioned', 'Pre-tensioned'] + bolt_hole_type_list = ['Standard', 'Over-sized'] + slip_factor_list = ['0.3', '0.45', '0.5'] + edge_type_list = ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'] + weld_type_list = ['Shop weld', 'Field weld'] + design_for_list = ['Tension', 'Compression'] + packing_plate_list = ['Yes', 'No'] + + try: + if slug in ('butt-joint-bolted', 'lap-joint-bolted'): + data = { + 'materialList': material_list(), + 'thicknessList': thickness_list, + 'coverPlateList': cover_plate_list, + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + # Design preferences + 'designPreferences': { + 'bolt': { + 'boltType': bolt_type_list, + 'boltHoleType': bolt_hole_type_list, + 'slipFactor': slip_factor_list, + }, + 'detailing': { + 'edgeType': edge_type_list, + }, + 'design': { + 'designFor': design_for_list, + } + } + } + return Response(data, status=status.HTTP_200_OK) + + if slug in ('butt-joint-welded', 'lap-joint-welded'): + data = { + 'materialList': material_list(), + 'thicknessList': thickness_list, + 'coverPlateList': cover_plate_list, + 'weldSizeList': weld_size_list, + # Design preferences + 'designPreferences': { + 'weld': { + 'weldType': weld_type_list, + # weldMaterialGradeOverwrite is a text input (Fu in MPa) + }, + 'detailing': { + 'edgeType': edge_type_list, + 'packingPlate': packing_plate_list if slug == 'butt-joint-welded' else None, + }, + 'design': { + 'designFor': design_for_list, + } + } + } + return Response(data, status=status.HTTP_200_OK) + + return Response({'error': f'Sub-module {slug} not found'}, status=404) + except Exception as exc: + return Response({'error': str(exc)}, status=500) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/simple-connection/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + ServiceClass = SimpleConnectionRegistry.get_service_by_slug(submodule_slug) + return trigger_async_cad('simple-connection', submodule_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/simple-connection/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + return trigger_async_report('simple-connection', submodule_slug, SIMPLE_CONNECTION_REPORT_MODULE_ID_MAP, request) diff --git a/backend/apps/modules/tension_member/__init__.py b/backend/apps/modules/tension_member/__init__.py new file mode 100644 index 000000000..aa6058c48 --- /dev/null +++ b/backend/apps/modules/tension_member/__init__.py @@ -0,0 +1,4 @@ +""" +Tension Member Module +Parent module for tension member design calculations +""" diff --git a/backend/apps/modules/tension_member/apps.py b/backend/apps/modules/tension_member/apps.py new file mode 100644 index 000000000..34a87793f --- /dev/null +++ b/backend/apps/modules/tension_member/apps.py @@ -0,0 +1,7 @@ +from django.apps import AppConfig + + +class TensionMemberConfig(AppConfig): + default_auto_field = 'django.db.models.BigAutoField' + name = 'apps.modules.tension_member' + diff --git a/backend/apps/modules/tension_member/registry.py b/backend/apps/modules/tension_member/registry.py new file mode 100644 index 000000000..81c65590c --- /dev/null +++ b/backend/apps/modules/tension_member/registry.py @@ -0,0 +1,18 @@ +""" +Tension Member Registry - Auto-discovers sub-modules +Inherits from BaseModuleRegistry (DRY principle) +""" +import os +from apps.core.registry import BaseModuleRegistry + + +class TensionMemberRegistry(BaseModuleRegistry): + """Registry for tension member sub-modules""" + pass + + +# Auto-discover sub-modules +_package_name = 'apps.modules.tension_member.submodules' +_package_path = os.path.join(os.path.dirname(__file__), 'submodules') +TensionMemberRegistry.auto_discover(_package_name, _package_path) + diff --git a/backend/apps/modules/tension_member/shared.py b/backend/apps/modules/tension_member/shared.py new file mode 100644 index 000000000..6b159562a --- /dev/null +++ b/backend/apps/modules/tension_member/shared.py @@ -0,0 +1,18 @@ +""" +Shared utilities for tension member modules +""" +from osdag_core.cad.common_logic import CommonDesignLogic +from OCC.Display.backend import * +from osdag_core.Common import * + + +def setup_for_cad(cdl: CommonDesignLogic, module_class): + """Sets up the CommonLogicObject before generating CAD""" + print('SETTING UP FOR CAD', module_class) + cdl.module_class = module_class # Set the module class in design logic object. + cdl.module_object = module_class # Set the module object (required by common_logic.py) + module_object = module_class + print(module_object.module) + if module_object.module == "Tension-Member-Bolted-Design" or module_object.module == "Tension-Member-Welded-Design": + cdl.TObj = cdl.createTensionCAD() + diff --git a/backend/apps/modules/tension_member/submodules/__init__.py b/backend/apps/modules/tension_member/submodules/__init__.py new file mode 100644 index 000000000..e6a890cfe --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/__init__.py @@ -0,0 +1,4 @@ +""" +Tension Member Sub-modules +""" + diff --git a/backend/apps/modules/tension_member/submodules/bolted/__init__.py b/backend/apps/modules/tension_member/submodules/bolted/__init__.py new file mode 100644 index 000000000..431a14775 --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/bolted/__init__.py @@ -0,0 +1,6 @@ +""" +Tension Member - Bolted Design Sub-module +""" +MODULE_ID = "Tension-Member-Bolted-Design" +from .service import BoltedTensionMemberService as Service + diff --git a/backend/apps/modules/tension_member/submodules/bolted/adapter.py b/backend/apps/modules/tension_member/submodules/bolted/adapter.py new file mode 100644 index 000000000..cc0c1c78a --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/bolted/adapter.py @@ -0,0 +1,384 @@ +""" +Tension Member - Bolted Design Adapter +Implements the business logic directly (not re-exporting from osdag_api) +""" +from osdag_core.Common import KEY_DISP_TENSION_BOLTED +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from apps.modules.tension_member import shared as tbm +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.tension_member.tension_bolted import Tension_bolted +import sys +import os +import typing +from typing import Dict, Any, List +import json +import traceback + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Connector.Plate.Thickness_List", # KEY_PLATETHK + "Bolt.Diameter", # KEY_D + "Bolt.Grade", # KEY_GRD + "Bolt.Type", # KEY_TYP + "Bolt.Bolt_Hole_Type", # KEY_DP_BOLT_HOLE_TYPE + "Bolt.Slip_Factor", # KEY_DP_BOLT_SLIP_FACTOR + "Connector.Material", # KEY_CONNECTOR_MATERIAL + "Design.Design_Method", # KEY_DP_DESIGN_METHOD + "Detailing.Corrosive_Influences", # KEY_DP_DETAILING_CORROSIVE_INFLUENCES + "Detailing.Edge_type", # KEY_DP_DETAILING_EDGE_TYPE + "Detailing.Gap", # KEY_DP_DETAILING_GAP + "Load.Axial", # KEY_AXIAL + "Member.Length", # KEY_LENGTH + "Conn_Location", # KEY_LOCATION + "Module" # KEY_MODULE + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate Bolt.Bolt_Hole_Type + if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): + raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") + + # Validate Bolt.Diameter + bolt_diameter = input_values["Bolt.Diameter"] + if (not isinstance(bolt_diameter, list) + or not validate_list_type(bolt_diameter, str) + or not custom_list_validation(bolt_diameter, int_able)): + raise InvalidInputTypeError("Bolt.Diameter", "non empty List[str] where all items can be converted to int") + + # Validate Bolt.Grade + bolt_grade = input_values["Bolt.Grade"] + if (not isinstance(bolt_grade, list) + or not validate_list_type(bolt_grade, str) + or not custom_list_validation(bolt_grade, float_able)): + raise InvalidInputTypeError("Bolt.Grade", "non empty List[str] where all items can be converted to float") + + # Validate Bolt.Slip_Factor + bolt_slipfactor = input_values["Bolt.Slip_Factor"] + if (not isinstance(bolt_slipfactor, str) + or not float_able(bolt_slipfactor)): + raise InvalidInputTypeError("Bolt.Slip_Factor", "str where str can be converted to float") + + # Validate Bolt.Type + if not isinstance(input_values["Bolt.Type"], str): + raise InvalidInputTypeError("Bolt.Type", "str") + + # Validate Connector.Material + if not isinstance(input_values["Connector.Material"], str): + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + if not isinstance(input_values["Design.Design_Method"], str): + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + raise InvalidInputTypeError("Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + if not isinstance(input_values["Detailing.Edge_type"], str): + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) + or not int_able(detailing_gap)): + raise InvalidInputTypeError("Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) + or not int_able(load_axial)): + raise InvalidInputTypeError("Load.Axial", "str where str can be converted to int") + + # Validate Material + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") + + # Validate Member.Profile + if not isinstance(input_values["Member.Profile"], str): + raise InvalidInputTypeError("Member.Profile", "str") + + # Validate Member.Designation + section_designation = input_values["Member.Designation"] + + if (not isinstance(section_designation, list) + or not validate_list_type(section_designation, str)): + raise InvalidInputTypeError("Member.Designation", "List[str]") + + # Validate Member.Length + if not isinstance(input_values["Member.Length"], str): + raise InvalidInputTypeError("Member.Length", "str") + + # Validate Conn_Location + if not isinstance(input_values["Conn_Location"], str): + raise InvalidInputTypeError("Conn_Location", "str") + + # Validate Module + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): + raise InvalidInputTypeError("Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> Tension_bolted: + """Create an instance of the Tension_bolted module design class and set it up for use""" + module = Tension_bolted() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Tension_bolted: + """Create an instance of the Tension_bolted module design class from input values.""" + module = create_module() + # Plate.Thickness expects a list, take the first value if present, else "" + if isinstance(input_values.get("Connector.Plate.Thickness_List", None), list) and input_values["Connector.Plate.Thickness_List"]: + input_values["Plate.Thickness"] = input_values["Connector.Plate.Thickness_List"][0] + else: + input_values["Plate.Thickness"] = "" + + module.set_input_values(input_values) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return the output values from the given input values.""" + output = {} + module = create_from_input(input_values) + + # Get raw output data + raw_output_text = module.output_values(True) + raw_output_spacing = module.spacing(True) + + from osdag_core.custom_logger import CustomLogger + + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + raw_output = raw_output_spacing + raw_output_text + + for param in raw_output: + if param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + output[key] = { + "key": key, + "label": label, + "val": value + } + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Member", "Plate", "Connector"): + raise InvalidInputTypeError("section", "'Model', 'Member', 'Plate', or 'Connector'") + + module = create_from_input(input_values) + + # Object that will create the CAD model. + try: + cld = CommonDesignLogic(None, None, '', KEY_DISP_TENSION_BOLTED, module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + raise + + try: + # Setup the calculations object for generating CAD model. + tbm.setup_for_cad(cld, module) + except Exception as e : + traceback.print_exc() + print('Error in setting up cad e : ' , e) + raise + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Member", "Plate", "Connector"] + part_files = {} + compound_model = None + + try: + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + def get_part_shape(part_name, cld): + t_obj = cld.TObj + if part_name == "Member": + return t_obj.get_members_models() + elif part_name == "Plate": + shapes = [] + if hasattr(t_obj, "get_plates_models"): + p = t_obj.get_plates_models() + if p is not None: + shapes.append(p) + if hasattr(t_obj, "get_end_plates_models"): + ep = t_obj.get_end_plates_models() + if ep is not None: + shapes.append(ep) + if not shapes: + return None + res = shapes[0] + for item in shapes[1:]: + res = BRepAlgoAPI_Fuse(res, item).Shape() + return res + elif part_name == "Connector": + shapes = [] + if hasattr(t_obj, "get_nut_bolt_array_models"): + b = t_obj.get_nut_bolt_array_models() + if b is not None: + shapes.append(b) + if hasattr(t_obj, "get_end_nut_bolt_array_models"): + eb = t_obj.get_end_nut_bolt_array_models() + if eb is not None: + shapes.append(eb) + if not shapes: + return None + res = shapes[0] + for item in shapes[1:]: + res = BRepAlgoAPI_Fuse(res, item).Shape() + return res + return None + + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + part_shape = get_part_shape(part, cld) + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = get_part_shape(section, cld) + except Exception as e : + print("Error in cld.create2Dcad() e : " , e) + raise + + # check if the cad_models folder exists or not + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print("path does not exists cad_models , creating one") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try : + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + # If it's "Model" section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e : + print('Writing to BREP file failed e : ' , e) + raise + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/tension_member/submodules/bolted/service.py b/backend/apps/modules/tension_member/submodules/bolted/service.py new file mode 100644 index 000000000..b3af86e1d --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/bolted/service.py @@ -0,0 +1,94 @@ +""" +Tension Member - Bolted Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class BoltedTensionMemberService: + """Service class for Tension-Member-Bolted-Design module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("BoltedTensionMemberService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in BoltedTensionMemberService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Member', 'Plate', 'Endplate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/tension_member/submodules/welded/__init__.py b/backend/apps/modules/tension_member/submodules/welded/__init__.py new file mode 100644 index 000000000..827500599 --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/welded/__init__.py @@ -0,0 +1,6 @@ +""" +Tension Member - Welded Design Sub-module +""" +MODULE_ID = "Tension-Member-Welded-Design" +from .service import WeldedTensionMemberService as Service + diff --git a/backend/apps/modules/tension_member/submodules/welded/adapter.py b/backend/apps/modules/tension_member/submodules/welded/adapter.py new file mode 100644 index 000000000..54616c402 --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/welded/adapter.py @@ -0,0 +1,350 @@ +""" +Tension Member - Welded Design Adapter +Implements the business logic directly (not re-exporting from osdag_api) +""" +from osdag_core.Common import KEY_DISP_TENSION_WELDED +from apps.core.utils import ( + validate_arr, validate_num, validate_string, + MissingKeyError, InvalidInputTypeError, + contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type, + write_stl +) +from apps.modules.tension_member import shared as tbm +from OCC.Core import BRepTools +from OCC.Core.Message import Message_ProgressRange +from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs +from OCC.Core.IGESControl import IGESControl_Writer +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.BRep import BRep_Builder +from osdag_core.cad.common_logic import CommonDesignLogic +from osdag_core.design_type.tension_member.tension_welded import Tension_welded +import sys +import os +import typing +from typing import Dict, Any, List +import json +import traceback + +def get_required_keys() -> List[str]: + """Return all required input parameters for the module.""" + return [ + "Member.Profile", # KEY_SEC_PROFILE + "Member.Designation", # KEY_SECSIZE + "Material", # KEY_MATERIAL + "Member.Material", # KEY_SEC_MATERIAL + "Connector.Plate.Thickness_List", # KEY_PLATETHK + "Connector.Material", # KEY_CONNECTOR_MATERIAL + "Design.Design_Method", # KEY_DP_DESIGN_METHOD + "Detailing.Corrosive_Influences", # KEY_DP_DETAILING_CORROSIVE_INFLUENCES + "Detailing.Edge_type", # KEY_DP_DETAILING_EDGE_TYPE + "Detailing.Gap", # KEY_DP_DETAILING_GAP + "Load.Axial", # KEY_AXIAL + "Member.Length", # KEY_LENGTH + "Conn_Location", # KEY_LOCATION + "Module" # KEY_MODULE + ] + + +def validate_input(input_values: Dict[str, Any]) -> None: + """Validate type for all values in design dict. Raise error when invalid""" + required_keys = get_required_keys() + missing_keys = contains_keys(input_values, required_keys) + if missing_keys is not None: + raise MissingKeyError(missing_keys[0]) + + # Validate Connector.Material + if not isinstance(input_values["Connector.Material"], str): + raise InvalidInputTypeError("Connector.Material", "str") + + # Validate Design.Design_Method + if not isinstance(input_values["Design.Design_Method"], str): + raise InvalidInputTypeError("Design.Design_Method", "str") + + # Validate Detailing.Corrosive_Influences + if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): + raise InvalidInputTypeError("Detailing.Corrosive_Influences", "'Yes' or 'No'") + + # Validate Detailing.Edge_type + if not isinstance(input_values["Detailing.Edge_type"], str): + raise InvalidInputTypeError("Detailing.Edge_type", "str") + + # Validate Detailing.Gap + detailing_gap = input_values["Detailing.Gap"] + if (not isinstance(detailing_gap, str) + or not int_able(detailing_gap)): + raise InvalidInputTypeError("Detailing.Gap", "str where str can be converted to int") + + # Validate Load.Axial + load_axial = input_values["Load.Axial"] + if (not isinstance(load_axial, str) + or not int_able(load_axial)): + raise InvalidInputTypeError("Load.Axial", "str where str can be converted to int") + + # Validate Material + if not isinstance(input_values["Material"], str): + raise InvalidInputTypeError("Material", "str") + + # Validate Member.Profile + if not isinstance(input_values["Member.Profile"], str): + raise InvalidInputTypeError("Member.Profile", "str") + + # Validate Member.Designation + section_designation = input_values["Member.Designation"] + + if (not isinstance(section_designation, list) + or not validate_list_type(section_designation, str)): + raise InvalidInputTypeError("Member.Designation", "List[str]") + + # Validate Member.Length + if not isinstance(input_values["Member.Length"], str): + raise InvalidInputTypeError("Member.Length", "str") + + # Validate Conn_Location + if not isinstance(input_values["Conn_Location"], str): + raise InvalidInputTypeError("Conn_Location", "str") + + # Validate Module + if not isinstance(input_values["Module"], str): + raise InvalidInputTypeError("Module", "str") + + # Validate Connector.Plate.Thickness_List + connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] + if (not isinstance(connector_plate_thicknesslist, list) + or not validate_list_type(connector_plate_thicknesslist, str) + or not custom_list_validation(connector_plate_thicknesslist, int_able)): + raise InvalidInputTypeError("Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") + + +def create_module() -> Tension_welded: + """Create an instance of the Tension_welded module design class and set it up for use""" + module = Tension_welded() + module.set_osdaglogger(None, id="web") + return module + + +def create_from_input(input_values: Dict[str, Any]) -> Tension_welded: + """Create an instance of the Tension_welded module design class from input values.""" + module = create_module() + # Plate.Thickness expects a list, take the first value if present, else "" + if isinstance(input_values.get("Connector.Plate.Thickness_List", None), list) and input_values["Connector.Plate.Thickness_List"]: + input_values["Plate.Thickness"] = input_values["Connector.Plate.Thickness_List"][0] + else: + input_values["Plate.Thickness"] = "" + + # Set weld defaults + input_values["Weld.Material_Grade_OverWrite"] = "410" + input_values["Weld.Fab"] = "Shop Weld" + module.set_input_values(input_values) + return module + + +def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: + """Generate, format and return the output values from the given input values.""" + output = {} + module = create_from_input(input_values) + + # Get raw output data + raw_output_text = module.output_values(True) + raw_output_spacing = module.spacing(True) + + from osdag_core.custom_logger import CustomLogger + + if hasattr(module, "logger") and isinstance(module.logger, CustomLogger): + logs = module.logger.get_logs() or [] + else: + logs = getattr(module, "logs", []) or [] + + raw_output = raw_output_spacing + raw_output_text + + for param in raw_output: + if param[2] == "TextBox": + key = param[0] + label = param[1] + value = param[3] + output[key] = { + "key": key, + "label": label, + "val": value + } + try: + logs = list(reversed(logs)) + except Exception: + pass + return output, logs + + +def create_cad_model(input_values: Dict[str, Any], section: str, session: str, export_formats=None) -> str: + """Generate the CAD model from input values as a BREP file. Return file path.""" + if section not in ("Model", "Member", "Plate", "Connector"): + raise InvalidInputTypeError("section", "'Model', 'Member', 'Plate', or 'Connector'") + + module = create_from_input(input_values) + + # Object that will create the CAD model. + try: + cld = CommonDesignLogic(None, None, '', KEY_DISP_TENSION_WELDED, module.mainmodule) + except Exception as e : + print('error in cld e : ' , e) + raise + + try: + # Setup the calculations object for generating CAD model. + tbm.setup_for_cad(cld, module) + except Exception as e : + traceback.print_exc() + print('Error in setting up cad e : ' , e) + raise + + # The section of the module that will be generated. + cld.component = section + + # When section == "Model", also ensure per-part shapes exist and prepare a compound + part_names = ["Member", "Plate", "Connector"] + part_files = {} + compound_model = None + + try: + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + def get_part_shape(part_name, cld): + t_obj = cld.TObj + if part_name == "Member": + return t_obj.get_members_models() + elif part_name == "Plate": + shapes = [] + if hasattr(t_obj, "get_plates_models"): + p = t_obj.get_plates_models() + if p is not None: + shapes.append(p) + if hasattr(t_obj, "get_end_plates_models"): + ep = t_obj.get_end_plates_models() + if ep is not None: + shapes.append(ep) + if not shapes: + return None + res = shapes[0] + for item in shapes[1:]: + res = BRepAlgoAPI_Fuse(res, item).Shape() + return res + elif part_name == "Connector": + shapes = [] + if hasattr(t_obj, "get_welded_models"): + w = t_obj.get_welded_models() + if w is not None: + shapes.append(w) + if not shapes: + return None + res = shapes[0] + for item in shapes[1:]: + res = BRepAlgoAPI_Fuse(res, item).Shape() + return res + return None + + if section == "Model": + # Build compound by adding each part shape without fusing + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + + for part in part_names: + try: + # Generate shape for this part + part_shape = get_part_shape(part, cld) + if part_shape is None: + continue + + # Add to compound + builder.Add(compound, part_shape) + + # Ensure per-part BREP file exists (write or overwrite) + part_file_name = f"{session}_{part}.brep" + part_file_path_rel = os.path.join("file_storage", "cad_models", part_file_name) + BRepTools.breptools.Write(part_shape, part_file_path_rel, Message_ProgressRange()) + part_files[part] = part_file_path_rel + # Also write STL for this part + try: + part_stl_rel = part_file_path_rel.replace(".brep", ".stl") + write_stl(part_shape, os.path.join(os.getcwd(), part_stl_rel)) + except Exception as stle: + print(f"Failed to write STL for part {part}: {stle}") + except Exception as e: + print(f"Failed to build/write part {part}: {e}") + + compound_model = compound + # Generate model for non-Model sections (or fallback) + if compound_model is not None: + model = compound_model + else: + model = get_part_shape(section, cld) + except Exception as e : + print("Error in cld.create2Dcad() e : " , e) + raise + + # check if the cad_models folder exists or not + cad_models_path = os.path.join(os.getcwd(), "file_storage", "cad_models") + if not os.path.exists(cad_models_path): + print("path does not exists cad_models , creating one") + os.makedirs(cad_models_path, exist_ok=True) + + file_name = session + "_" + section + ".brep" + file_path = "file_storage/cad_models/" + file_name + + try : + BRepTools.breptools.Write(model, file_path, Message_ProgressRange()) + + # If it's "Model" section, write a manifest referencing per-part breps and save extra formats + if section == "Model": + export_formats_lc = {f.lower() for f in export_formats} if export_formats else set() + try: + manifest = { + "session": session, + "mergedBrep": file_path, + "parts": [ + {"name": name, "brepPath": part_files.get(name)} for name in part_names if part_files.get(name) + ] + } + # add stlPath for parts + for entry in manifest["parts"]: + if entry.get("brepPath"): + entry["stlPath"] = entry["brepPath"].replace(".brep", ".stl") + manifest_path = file_path.replace(".brep", ".parts.json") + full_manifest_path = os.path.join(os.getcwd(), manifest_path) + with open(full_manifest_path, "w", encoding="utf-8") as mf: + json.dump(manifest, mf) + print(f"Parts manifest saved at {full_manifest_path}") + except Exception as me: + print(f"Warning: Failed to write manifest: {me}") + + # Optional on-demand STEP/IGES exports (only when frontend requests them) + try: + if export_formats_lc: + from apps.core.utils.cad_export import export_step, export_iges + if "step" in export_formats_lc: + step_rel = file_path.replace(".brep", ".step") + export_step(model, os.path.join(os.getcwd(), step_rel)) + if "iges" in export_formats_lc: + iges_rel = file_path.replace(".brep", ".iges") + export_iges(model, os.path.join(os.getcwd(), iges_rel)) + except Exception as e: + print(f"Warning: Optional STEP/IGES export failed: {e}") + # Write merged STL for Model + try: + merged_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), merged_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), merged_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save merged STL: {stle}") + except Exception as e : + print('Writing to BREP file failed e : ' , e) + raise + + # For non-Model sections, export single STL next to BREP + if section != "Model": + try: + single_stl_rel = file_path.replace(".brep", ".stl") + write_stl(model, os.path.join(os.getcwd(), single_stl_rel)) + print(f"STL file saved at {os.path.join(os.getcwd(), single_stl_rel)}") + except Exception as stle: + print(f"Warning: Failed to save STL for {section}: {stle}") + + return file_path diff --git a/backend/apps/modules/tension_member/submodules/welded/service.py b/backend/apps/modules/tension_member/submodules/welded/service.py new file mode 100644 index 000000000..49eb580e6 --- /dev/null +++ b/backend/apps/modules/tension_member/submodules/welded/service.py @@ -0,0 +1,94 @@ +""" +Tension Member - Welded Service - Business logic layer +Bridges between API and osdag_core +""" +from .adapter import validate_input, generate_output, create_cad_model +import traceback + + +class WeldedTensionMemberService: + """Service class for Tension-Member-Welded-Design module""" + + @staticmethod + def calculate(inputs: dict, request=None, project_id=None, user_email=None) -> dict: + """ + Run design calculation and return results. + + Args: + inputs: Dictionary of input parameters + request: Optional Django request object (for future use) + project_id: Optional project ID (for future use) + user_email: Optional user email (for future use) + + Returns: + Dictionary with 'data' (results) and 'logs' (calculation logs) + """ + print("=" * 60) + print("WeldedTensionMemberService.calculate() called") + print("=" * 60) + print(f"Inputs received: {list(inputs.keys())[:10]}...") # Print first 10 keys + + try: + # Validate inputs + print("\n[1/3] Validating inputs...") + validate_input(inputs) + print("Input validation passed") + + # Generate formatted output (this handles module creation and calculation) + print("\n[2/3] Generating output (creates module and runs calculation)...") + output, logs = generate_output(inputs) + print(f"Output generated: {len(output)} output parameters") + print(f"Logs retrieved: {len(logs) if logs else 0} log entries") + + print("\n[3/3] Preparing response...") + result = { + 'data': output, + 'logs': logs or [], # Ensure logs is always a list + 'success': True + } + print("Response prepared successfully") + print("=" * 60) + + return result + + except Exception as e: + print("\n" + "=" * 60) + print("ERROR in WeldedTensionMemberService.calculate()") + print("=" * 60) + print(f"Exception type: {type(e).__name__}") + print(f"Exception message: {str(e)}") + + # Safely extract error message + error_msg = str(e) + if hasattr(e, 'error') and e.error is not None: + error_msg = str(e.error) + elif hasattr(e, 'args') and len(e.args) > 0: + error_msg = str(e.args[0]) + + print(f"Final error message: {error_msg}") + print("\nFull traceback:") + traceback.print_exc() + print("=" * 60) + + return { + 'data': {}, + 'logs': [], + 'success': False, + 'error': error_msg + } + + @staticmethod + def get_cad_model(inputs: dict, section: str, session: str) -> str: + """ + Generate CAD model and return file path. + + Args: + inputs: Dictionary of input parameters + section: Section to generate ('Model', 'Member', 'Plate', 'Endplate') + session: Session identifier for file naming + + Returns: + File path to the generated CAD model + """ + return create_cad_model(inputs, section, session) + diff --git a/backend/apps/modules/tension_member/urls.py b/backend/apps/modules/tension_member/urls.py new file mode 100644 index 000000000..0f7eecd3c --- /dev/null +++ b/backend/apps/modules/tension_member/urls.py @@ -0,0 +1,12 @@ +""" +Tension Member URLs +""" +from django.urls import path, include +from rest_framework.routers import DefaultRouter +from .views import TensionMemberViewSet + +router = DefaultRouter() +router.register(r'', TensionMemberViewSet, basename='tension-member') + +urlpatterns = router.urls + diff --git a/backend/apps/modules/tension_member/views.py b/backend/apps/modules/tension_member/views.py new file mode 100644 index 000000000..11dbbaf24 --- /dev/null +++ b/backend/apps/modules/tension_member/views.py @@ -0,0 +1,162 @@ +""" +Tension Member ViewSet - Routes to sub-module services +Uses URL slug (not POST body) to find the correct service +Handles guest mode and optional project_id saving +""" +from rest_framework import viewsets, status +from rest_framework.decorators import action +from rest_framework.response import Response +from rest_framework.permissions import AllowAny +from .registry import TensionMemberRegistry +from apps.core.utils.module_helpers import ( + handle_design_request, + trigger_async_design, + trigger_async_cad, + trigger_async_report +) +from apps.core.utils.cad_helpers import generate_cad_models, get_default_sections +from apps.core.models import Material, CustomMaterials, Bolt, Angles, Channels +from apps.core.api.design.report_customization_api import generate_initial_report_core +from apps.sections.options_merge import merge_user_sections_into_options + + +# Mapping from tension-member slug to legacy report module_id +TENSION_REPORT_MODULE_ID_MAP = { + "bolted": "Tension-Member-Bolted-Design", + "welded": "Tension-Member-Welded-Design", +} + + +class TensionMemberViewSet(viewsets.ViewSet): + """ + Generic ViewSet that routes to specific sub-module services based on URL slug. + Supports guest mode and optional project_id saving for authenticated users. + """ + permission_classes = [AllowAny] # Allow both authenticated and guest users + + @staticmethod + def _normalize_slug(raw_slug: str) -> str: + """ + Accept both URL slugs and MODULE_ID values from legacy/frontend calls. + Example inputs: + - 'bolted', 'welded' (preferred) + - 'Tension-Member-Bolted-Design', 'Tension-Member-Welded-Design' (legacy) + """ + if not raw_slug: + return raw_slug + slug_lower = raw_slug.lower() + module_id_map = { + 'tension-member-bolted-design': 'bolted', + 'tension-member-welded-design': 'welded', + } + return module_id_map.get(slug_lower, raw_slug) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/design') + def design(self, request, submodule_slug=None): + """ + POST /api/modules/tension-member/{submodule_slug}/design/ + Asynchronously runs calculation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + ServiceClass = TensionMemberRegistry.get_service_by_slug(normalized_slug) + return trigger_async_design('tension-member', normalized_slug, ServiceClass, request) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/report/generate-initial') + def report_generate_initial(self, request, submodule_slug=None): + """ + POST /api/modules/tension-member/{submodule_slug}/report/generate-initial/ + Asynchronously runs LaTeX report generation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + # Note: trigger_async_report takes mapped data. We pass the slug normalization. + # Since trigger_async_report checks the map, we should pass the normalized slug. + return trigger_async_report('tension-member', normalized_slug, TENSION_REPORT_MODULE_ID_MAP, request) + + @action(detail=False, methods=['get'], url_path='(?P[^/.]+)/options') + def options(self, request, submodule_slug=None): + """ + GET /api/modules/tension-member/{submodule_slug}/options/ + + Returns input options for the sub-module (e.g., section lists, materials) + """ + slug = self._normalize_slug(submodule_slug) + + # Shared helpers + def material_list(): + mats = list(Material.objects.all().values()) + if hasattr(request, "user") and request.user.is_authenticated: + mats += list(CustomMaterials.objects.filter(user=request.user).values()) + mats.append({"id": -1, "Grade": "Custom"}) + return mats + + def bolt_diameters(): + lst = list(Bolt.objects.values_list('Bolt_diameter', flat=True)) + lst.sort() + return [str(x) for x in lst] + + property_classes = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + thickness_list = [ + '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', + '56', '63', '75', '80', '90', '100', '110', '120' + ] + section_profiles = ["Angles", "Back to Back Angles", "Star Angles", "Channels"] + bolt_hole_type_list = ["Standard", "Oversized", "Short Slotted", "Long Slotted"] + bolt_type_list = ["Bearing Bolt", "Friction Grip Bolt"] + bolt_slip_factor_list = ["0.3", "0.5"] + design_method_list = ["Limit State Design", "Working Stress Design"] + edge_type_list = ["Rolled, machine-flame cut, sawn and planed"] + corrosive_influences_list = ["Yes", "No"] + + try: + if slug == 'bolted': + data = { + 'materialList': material_list(), + 'connectorMaterialList': material_list(), + 'sectionProfileList': section_profiles, + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'channelList': list(Channels.objects.values_list('Designation', flat=True)), + 'boltDiameterList': bolt_diameters(), + 'propertyClassList': property_classes, + 'thicknessList': thickness_list, + 'boltHoleTypeList': bolt_hole_type_list, + 'boltTypeList': bolt_type_list, + 'boltSlipFactorList': bolt_slip_factor_list, + 'designMethodList': design_method_list, + 'edgeTypeList': edge_type_list, + 'corrosiveInfluencesList': corrosive_influences_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + if slug == 'welded': + data = { + 'materialList': material_list(), + 'connectorMaterialList': material_list(), + 'sectionProfileList': section_profiles, + 'angleList': list(Angles.objects.values_list('Designation', flat=True)), + 'channelList': list(Channels.objects.values_list('Designation', flat=True)), + 'thicknessList': thickness_list, + 'designMethodList': design_method_list, + 'edgeTypeList': edge_type_list, + 'corrosiveInfluencesList': corrosive_influences_list, + } + return Response( + merge_user_sections_into_options(request, data), + status=status.HTTP_200_OK, + ) + + return Response({'error': f'Sub-module {slug} not found'}, status=status.HTTP_404_NOT_FOUND) + except Exception as exc: + return Response({'error': str(exc)}, status=status.HTTP_500_INTERNAL_SERVER_ERROR) + + @action(detail=False, methods=['post'], url_path='(?P[^/.]+)/cad') + def cad(self, request, submodule_slug=None): + """ + POST /api/modules/tension-member/{submodule_slug}/cad/ + Asynchronously runs CAD generation task. + """ + normalized_slug = self._normalize_slug(submodule_slug) + ServiceClass = TensionMemberRegistry.get_service_by_slug(normalized_slug) + return trigger_async_cad('tension-member', normalized_slug, ServiceClass, request) diff --git a/backend/apps/modules/urls.py b/backend/apps/modules/urls.py new file mode 100644 index 000000000..835301821 --- /dev/null +++ b/backend/apps/modules/urls.py @@ -0,0 +1,32 @@ +""" +Modules URL Aggregator +Aggregates all parent module URLs into a single include point +""" +from django.urls import path, include + +urlpatterns = [ + # Shear Connection module + path('shear-connection/', include('apps.modules.shear_connection.urls')), + + # Moment Connection module + path('moment-connection/', include('apps.modules.moment_connection.urls')), + + # Simple Connection module + path('simple-connection/', include('apps.modules.simple_connection.urls')), + + # Tension Member module + path('tension-member/', include('apps.modules.tension_member.urls')), + + # Flexure Member module + path('flexure-member/', include('apps.modules.flexure_member.urls')), + + # Compression Member module (using MODULE_ID format for frontend compatibility) + path('Compression-Member-Design/', include('apps.modules.compression_member.urls')), + + # Compression Member module (lowercase slug for new submodule routing) + path('compression-member/', include('apps.modules.compression_member.urls')), + + # Base Plate + path('base-plate/', include('apps.modules.base_plate.urls')), +] + diff --git a/cad/BBCad/__init__.py b/backend/apps/sections/__init__.py similarity index 100% rename from cad/BBCad/__init__.py rename to backend/apps/sections/__init__.py diff --git a/backend/apps/sections/admin.py b/backend/apps/sections/admin.py new file mode 100644 index 000000000..16caa6fc7 --- /dev/null +++ b/backend/apps/sections/admin.py @@ -0,0 +1,36 @@ +from django.contrib import admin + +from apps.sections.models import ( + UserCustomAngle, + UserCustomBeam, + UserCustomChannel, + UserCustomColumn, +) + + +@admin.register(UserCustomBeam) +class UserCustomBeamAdmin(admin.ModelAdmin): + list_display = ("id", "Designation", "user", "is_active", "created_at") + list_filter = ("is_active",) + search_fields = ("Designation",) + + +@admin.register(UserCustomColumn) +class UserCustomColumnAdmin(admin.ModelAdmin): + list_display = ("id", "Designation", "user", "is_active", "created_at") + list_filter = ("is_active",) + search_fields = ("Designation",) + + +@admin.register(UserCustomAngle) +class UserCustomAngleAdmin(admin.ModelAdmin): + list_display = ("id", "Designation", "user", "is_active", "created_at") + list_filter = ("is_active",) + search_fields = ("Designation",) + + +@admin.register(UserCustomChannel) +class UserCustomChannelAdmin(admin.ModelAdmin): + list_display = ("id", "Designation", "user", "is_active", "created_at") + list_filter = ("is_active",) + search_fields = ("Designation",) diff --git a/backend/apps/sections/apps.py b/backend/apps/sections/apps.py new file mode 100644 index 000000000..752100e84 --- /dev/null +++ b/backend/apps/sections/apps.py @@ -0,0 +1,8 @@ +from django.apps import AppConfig + + +class SectionsConfig(AppConfig): + default_auto_field = "django.db.models.BigAutoField" + name = "apps.sections" + label = "sections" + verbose_name = "User custom sections" diff --git a/backend/apps/sections/export_scopes.py b/backend/apps/sections/export_scopes.py new file mode 100644 index 000000000..81b6ecbb9 --- /dev/null +++ b/backend/apps/sections/export_scopes.py @@ -0,0 +1,59 @@ +""" +Extensible export handlers: `scope` query param ā†’ callable(table, user) ā†’ FileResponse. +""" + +from __future__ import annotations + +from io import BytesIO +from typing import Any, Callable, Dict, List + +from django.http import FileResponse + +from apps.sections.validation import get_db_header, get_user_model_for_table + +# Increase only when product adds `global` / `effective` handlers. +EXPORT_SCOPE_REGISTRY: Dict[str, Callable[..., FileResponse]] = {} + + +def register_export_scope(name: str, handler: Callable[..., FileResponse]) -> None: + EXPORT_SCOPE_REGISTRY[name] = handler + + +def build_user_scope_xlsx(table: str, user: Any) -> FileResponse: + """Export current user's custom rows for `table` (v1 `scope=user`).""" + from openpyxl import Workbook + + headers = get_db_header(table) + UserModel = get_user_model_for_table(table) + qs = UserModel.objects.filter(user=user, is_active=True).order_by("id") + + wb = Workbook() + ws = wb.active + ws.title = table + ws.append(headers) + for obj in qs.iterator(chunk_size=500): + ws.append([getattr(obj, h) for h in headers]) + + buf = BytesIO() + wb.save(buf) + buf.seek(0) + filename = f"{table}_UserCustom_Export.xlsx" + return FileResponse( + buf, + as_attachment=True, + filename=filename, + content_type=( + "application/vnd.openxmlformats-officedocument.spreadsheetml.sheet" + ), + ) + + +def _register_defaults() -> None: + register_export_scope("user", build_user_scope_xlsx) + + +_register_defaults() + + +def get_allowed_export_scopes() -> List[str]: + return sorted(EXPORT_SCOPE_REGISTRY.keys()) diff --git a/backend/apps/sections/migrations/0001_initial.py b/backend/apps/sections/migrations/0001_initial.py new file mode 100644 index 000000000..ad7d0bd1c --- /dev/null +++ b/backend/apps/sections/migrations/0001_initial.py @@ -0,0 +1,292 @@ +from django.conf import settings +from django.db import migrations, models +import django.db.models.deletion + + +class Migration(migrations.Migration): + + initial = True + + dependencies = [ + migrations.swappable_dependency(settings.AUTH_USER_MODEL), + ] + + operations = [ + migrations.CreateModel( + name="UserCustomBeam", + fields=[ + ( + "id", + models.BigAutoField( + auto_created=True, + primary_key=True, + serialize=False, + verbose_name="ID", + ), + ), + ( + "user", + models.ForeignKey( + help_text="Owner of this custom section row", + on_delete=django.db.models.deletion.CASCADE, + related_name="+", + to=settings.AUTH_USER_MODEL, + ), + ), + ("created_at", models.DateTimeField(auto_now_add=True)), + ("updated_at", models.DateTimeField(auto_now=True)), + ( + "is_active", + models.BooleanField( + default=True, + help_text="Soft-delete flag when hard DELETE is deferred", + ), + ), + ("Designation", models.CharField(max_length=50)), + ("Mass", models.DecimalField(decimal_places=2, max_digits=10)), + ("Area", models.DecimalField(decimal_places=2, max_digits=10)), + ("D", models.DecimalField(decimal_places=2, max_digits=10)), + ("B", models.DecimalField(decimal_places=2, max_digits=10)), + ("tw", models.DecimalField(decimal_places=2, max_digits=10)), + ("T", models.DecimalField(decimal_places=2, max_digits=10)), + ("FlangeSlope", models.IntegerField()), + ("R1", models.DecimalField(decimal_places=2, max_digits=10)), + ("R2", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iy", models.DecimalField(decimal_places=2, max_digits=10)), + ("rz", models.DecimalField(decimal_places=2, max_digits=10)), + ("ry", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpy", models.DecimalField(decimal_places=2, max_digits=10)), + ( + "It", + models.DecimalField( + decimal_places=2, max_digits=10, null=True + ), + ), + ( + "Iw", + models.DecimalField( + decimal_places=2, max_digits=10, null=True + ), + ), + ("Source", models.CharField(max_length=100)), + ("Type", models.CharField(max_length=100, null=True)), + ], + options={ + "db_table": "UserCustomBeam", + "constraints": [ + models.UniqueConstraint( + fields=("user", "Designation"), + name="sections_usercustombeam_user_designation_uniq", + ), + ], + }, + ), + migrations.CreateModel( + name="UserCustomColumn", + fields=[ + ( + "id", + models.BigAutoField( + auto_created=True, + primary_key=True, + serialize=False, + verbose_name="ID", + ), + ), + ( + "user", + models.ForeignKey( + help_text="Owner of this custom section row", + on_delete=django.db.models.deletion.CASCADE, + related_name="+", + to=settings.AUTH_USER_MODEL, + ), + ), + ("created_at", models.DateTimeField(auto_now_add=True)), + ("updated_at", models.DateTimeField(auto_now=True)), + ( + "is_active", + models.BooleanField( + default=True, + help_text="Soft-delete flag when hard DELETE is deferred", + ), + ), + ("Designation", models.CharField(max_length=50)), + ("Mass", models.DecimalField(decimal_places=2, max_digits=10)), + ("Area", models.DecimalField(decimal_places=2, max_digits=10)), + ("D", models.DecimalField(decimal_places=2, max_digits=10)), + ("B", models.DecimalField(decimal_places=2, max_digits=10)), + ("tw", models.DecimalField(decimal_places=2, max_digits=10)), + ("T", models.DecimalField(decimal_places=2, max_digits=10)), + ("FlangeSlope", models.IntegerField()), + ("R1", models.DecimalField(decimal_places=2, max_digits=10)), + ("R2", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iy", models.DecimalField(decimal_places=2, max_digits=10)), + ("rz", models.DecimalField(decimal_places=2, max_digits=10)), + ("ry", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpy", models.DecimalField(decimal_places=2, max_digits=10)), + ( + "It", + models.DecimalField( + decimal_places=2, max_digits=10, null=True + ), + ), + ( + "Iw", + models.DecimalField( + decimal_places=2, max_digits=10, null=True + ), + ), + ("Source", models.CharField(max_length=100)), + ("Type", models.CharField(max_length=100, null=True)), + ], + options={ + "db_table": "UserCustomColumn", + "constraints": [ + models.UniqueConstraint( + fields=("user", "Designation"), + name="sections_usercustomcolumn_user_designation_uniq", + ), + ], + }, + ), + migrations.CreateModel( + name="UserCustomAngle", + fields=[ + ( + "id", + models.BigAutoField( + auto_created=True, + primary_key=True, + serialize=False, + verbose_name="ID", + ), + ), + ( + "user", + models.ForeignKey( + help_text="Owner of this custom section row", + on_delete=django.db.models.deletion.CASCADE, + related_name="+", + to=settings.AUTH_USER_MODEL, + ), + ), + ("created_at", models.DateTimeField(auto_now_add=True)), + ("updated_at", models.DateTimeField(auto_now=True)), + ( + "is_active", + models.BooleanField( + default=True, + help_text="Soft-delete flag when hard DELETE is deferred", + ), + ), + ("Designation", models.CharField(max_length=50)), + ("Mass", models.DecimalField(decimal_places=2, max_digits=10)), + ("Area", models.DecimalField(decimal_places=2, max_digits=10)), + ("a", models.DecimalField(decimal_places=2, max_digits=10)), + ("b", models.DecimalField(decimal_places=2, max_digits=10)), + ("t", models.DecimalField(decimal_places=2, max_digits=10)), + ("R1", models.DecimalField(decimal_places=2, max_digits=10)), + ("R2", models.DecimalField(decimal_places=2, max_digits=10)), + ("Cz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Cy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Alpha", models.DecimalField(decimal_places=2, max_digits=10)), + ("lumax", models.DecimalField(decimal_places=2, max_digits=10)), + ("lvmin", models.DecimalField(decimal_places=2, max_digits=10)), + ("rz", models.DecimalField(decimal_places=2, max_digits=10)), + ("ry", models.DecimalField(decimal_places=2, max_digits=10)), + ("rumax", models.DecimalField(decimal_places=2, max_digits=10)), + ("rvmin", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpy", models.DecimalField(decimal_places=2, max_digits=10)), + ("It", models.DecimalField(decimal_places=2, max_digits=10)), + ("Source", models.CharField(max_length=100)), + ("Type", models.CharField(max_length=100, null=True)), + ], + options={ + "db_table": "UserCustomAngle", + "constraints": [ + models.UniqueConstraint( + fields=("user", "Designation"), + name="sections_usercustomangle_user_designation_uniq", + ), + ], + }, + ), + migrations.CreateModel( + name="UserCustomChannel", + fields=[ + ( + "id", + models.BigAutoField( + auto_created=True, + primary_key=True, + serialize=False, + verbose_name="ID", + ), + ), + ( + "user", + models.ForeignKey( + help_text="Owner of this custom section row", + on_delete=django.db.models.deletion.CASCADE, + related_name="+", + to=settings.AUTH_USER_MODEL, + ), + ), + ("created_at", models.DateTimeField(auto_now_add=True)), + ("updated_at", models.DateTimeField(auto_now=True)), + ( + "is_active", + models.BooleanField( + default=True, + help_text="Soft-delete flag when hard DELETE is deferred", + ), + ), + ("Designation", models.CharField(max_length=50)), + ("Mass", models.DecimalField(decimal_places=2, max_digits=10)), + ("Area", models.DecimalField(decimal_places=2, max_digits=10)), + ("D", models.DecimalField(decimal_places=2, max_digits=10)), + ("B", models.DecimalField(decimal_places=2, max_digits=10)), + ("tw", models.DecimalField(decimal_places=2, max_digits=10)), + ("T", models.DecimalField(decimal_places=2, max_digits=10)), + ("FlangeSlope", models.IntegerField()), + ("R1", models.DecimalField(decimal_places=2, max_digits=10)), + ("R2", models.DecimalField(decimal_places=2, max_digits=10)), + ("Cy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iy", models.DecimalField(decimal_places=2, max_digits=10)), + ("rz", models.DecimalField(decimal_places=2, max_digits=10)), + ("ry", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zy", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpz", models.DecimalField(decimal_places=2, max_digits=10)), + ("Zpy", models.DecimalField(decimal_places=2, max_digits=10)), + ("It", models.DecimalField(decimal_places=2, max_digits=10)), + ("Iw", models.DecimalField(decimal_places=2, max_digits=10)), + ("Source", models.CharField(max_length=100)), + ("Type", models.CharField(max_length=100, null=True)), + ], + options={ + "db_table": "UserCustomChannel", + "constraints": [ + models.UniqueConstraint( + fields=("user", "Designation"), + name="sections_usercustomchannel_user_designation_uniq", + ), + ], + }, + ), + ] diff --git a/cad/MomentConnections/BBSpliceCoverlateCAD/__init__.py b/backend/apps/sections/migrations/__init__.py similarity index 100% rename from cad/MomentConnections/BBSpliceCoverlateCAD/__init__.py rename to backend/apps/sections/migrations/__init__.py diff --git a/backend/apps/sections/models.py b/backend/apps/sections/models.py new file mode 100644 index 000000000..c6330f343 --- /dev/null +++ b/backend/apps/sections/models.py @@ -0,0 +1,198 @@ +""" +User-owned custom section rows. + +Catalog shapes mirror apps.core.models: Angles, Beams, Channels, Columns. +Global Beams/Columns/Angles/Channels tables are not mutated from here. +""" + +from django.conf import settings +from django.db import models + + +class UserOwnedSectionBase(models.Model): + """Shared ownership and lifecycle fields for all UserCustom* tables.""" + + user = models.ForeignKey( + settings.AUTH_USER_MODEL, + on_delete=models.CASCADE, + related_name="+", + help_text="Owner of this custom section row", + ) + created_at = models.DateTimeField(auto_now_add=True) + updated_at = models.DateTimeField(auto_now=True) + is_active = models.BooleanField( + default=True, + help_text="Soft-delete flag when hard DELETE is deferred", + ) + + class Meta: + abstract = True + + +class UserCustomBeam(UserOwnedSectionBase): + """Mirrors core.models.Beams ā€” one row per user-owned custom beam section.""" + + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100, blank=True) + Type = models.CharField(null=True, blank=True, max_length=100) + + class Meta: + db_table = "UserCustomBeam" + constraints = [ + models.UniqueConstraint( + fields=["user", "Designation"], + name="sections_usercustombeam_user_designation_uniq", + ), + ] + + def __str__(self): + return f"UserCustomBeam({self.Designation}, user={self.user_id})" + + +class UserCustomColumn(UserOwnedSectionBase): + """Mirrors core.models.Columns.""" + + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100, blank=True) + Type = models.CharField(null=True, blank=True, max_length=100) + + class Meta: + db_table = "UserCustomColumn" + constraints = [ + models.UniqueConstraint( + fields=["user", "Designation"], + name="sections_usercustomcolumn_user_designation_uniq", + ), + ] + + def __str__(self): + return f"UserCustomColumn({self.Designation}, user={self.user_id})" + + +class UserCustomAngle(UserOwnedSectionBase): + """Mirrors core.models.Angles.""" + + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + a = models.DecimalField(max_digits=10, decimal_places=2) + b = models.DecimalField(max_digits=10, decimal_places=2) + t = models.DecimalField(max_digits=10, decimal_places=2) + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cz = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + Alpha = models.DecimalField(max_digits=10, decimal_places=2) + lumax = models.DecimalField(max_digits=10, decimal_places=2) + lvmin = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + rumax = models.DecimalField(max_digits=10, decimal_places=2) + rvmin = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100, blank=True) + Type = models.CharField(max_length=100, null=True, blank=True) + + class Meta: + db_table = "UserCustomAngle" + constraints = [ + models.UniqueConstraint( + fields=["user", "Designation"], + name="sections_usercustomangle_user_designation_uniq", + ), + ] + + def __str__(self): + return f"UserCustomAngle({self.Designation}, user={self.user_id})" + + +class UserCustomChannel(UserOwnedSectionBase): + """Mirrors core.models.Channels.""" + + Designation = models.CharField(max_length=50) + Mass = models.DecimalField(max_digits=10, decimal_places=2) + Area = models.DecimalField(max_digits=10, decimal_places=2) + D = models.DecimalField(max_digits=10, decimal_places=2) + B = models.DecimalField(max_digits=10, decimal_places=2) + tw = models.DecimalField(max_digits=10, decimal_places=2) + T = models.DecimalField(max_digits=10, decimal_places=2) + FlangeSlope = models.IntegerField() + R1 = models.DecimalField(max_digits=10, decimal_places=2) + R2 = models.DecimalField(max_digits=10, decimal_places=2) + Cy = models.DecimalField(max_digits=10, decimal_places=2) + Iz = models.DecimalField(max_digits=10, decimal_places=2) + Iy = models.DecimalField(max_digits=10, decimal_places=2) + rz = models.DecimalField(max_digits=10, decimal_places=2) + ry = models.DecimalField(max_digits=10, decimal_places=2) + Zz = models.DecimalField(max_digits=10, decimal_places=2) + Zy = models.DecimalField(max_digits=10, decimal_places=2) + Zpz = models.DecimalField(max_digits=10, decimal_places=2) + Zpy = models.DecimalField(max_digits=10, decimal_places=2) + It = models.DecimalField(max_digits=10, decimal_places=2) + Iw = models.DecimalField(max_digits=10, decimal_places=2) + Source = models.CharField(max_length=100, blank=True) + Type = models.CharField(null=True, blank=True, max_length=100) + + class Meta: + db_table = "UserCustomChannel" + constraints = [ + models.UniqueConstraint( + fields=["user", "Designation"], + name="sections_usercustomchannel_user_designation_uniq", + ), + ] + + def __str__(self): + return f"UserCustomChannel({self.Designation}, user={self.user_id})" + + +TABLE_TO_USER_MODEL = { + "Columns": UserCustomColumn, + "Beams": UserCustomBeam, + "Angles": UserCustomAngle, + "Channels": UserCustomChannel, +} diff --git a/backend/apps/sections/options_merge.py b/backend/apps/sections/options_merge.py new file mode 100644 index 000000000..25474f5fd --- /dev/null +++ b/backend/apps/sections/options_merge.py @@ -0,0 +1,78 @@ +""" +Merge authenticated users' `UserCustom*` designations into module `options` payloads. + +Guests and anonymous requests: `data` is returned unchanged. +""" + +from __future__ import annotations + +from typing import Any, Dict, List + +# Response key ā†’ catalog table name (matches `TABLE_TO_USER_MODEL` keys). +LIST_KEY_TO_TABLE: Dict[str, str] = { + "beamList": "Beams", + "columnList": "Columns", + "angleList": "Angles", + "channelList": "Channels", + "topAngleList": "Angles", +} + + +def merge_user_sections_into_options(request: Any, data: Dict[str, Any]) -> Dict[str, Any]: + """ + Mutates lists in `data` in place for known section list keys, then returns `data`. + + Rule: designations already present (global catalog order preserved) are unchanged; + user-only designations are appended. No duplicate strings after merge. + """ + user = getattr(request, "user", None) + if user is None or not getattr(user, "is_authenticated", False): + return data + + for list_key, table in LIST_KEY_TO_TABLE.items(): + if list_key not in data: + continue + lst = data[list_key] + if not isinstance(lst, list): + continue + _merge_table_designations_into_list(lst, table, user) + + # Base plate: single combined beam+column designation list. + lst = data.get("sectionDesignation") + if isinstance(lst, list): + _merge_base_plate_section_designation(lst, user) + + return data + + +def _merge_table_designations_into_list(lst: List[Any], table: str, user: Any) -> None: + from apps.sections.models import TABLE_TO_USER_MODEL + + UserModel = TABLE_TO_USER_MODEL[table] + seen = {str(x) for x in lst} + for des in ( + UserModel.objects.filter(user=user, is_active=True) + .values_list("Designation", flat=True) + .iterator() + ): + d = str(des) + if d not in seen: + lst.append(d) + seen.add(d) + + +def _merge_base_plate_section_designation(lst: List[Any], user: Any) -> None: + from apps.sections.models import UserCustomBeam, UserCustomColumn + + seen = {str(x) for x in lst} + for Model in (UserCustomBeam, UserCustomColumn): + for des in ( + Model.objects.filter(user=user, is_active=True) + .values_list("Designation", flat=True) + .iterator() + ): + d = str(des) + if d not in seen: + lst.append(d) + seen.add(d) + lst.sort(key=lambda x: str(x)) diff --git a/backend/apps/sections/serializers.py b/backend/apps/sections/serializers.py new file mode 100644 index 000000000..a9b4431c5 --- /dev/null +++ b/backend/apps/sections/serializers.py @@ -0,0 +1,127 @@ +"""DRF serializers for `UserCustom*` rows.""" + +from rest_framework import serializers + +from apps.sections.models import ( + UserCustomAngle, + UserCustomBeam, + UserCustomChannel, + UserCustomColumn, +) +from apps.sections.validation import can_insert_custom_section + + +class _InjectUserOnCreateMixin: + """Attach `request.user` on create (field excluded from serializer input).""" + + def create(self, validated_data): + validated_data["user"] = self.context["request"].user + return super().create(validated_data) + + +class _UserCustomSectionSerializerMixin: + """Shared duplicate checks; expects `table` on subclass Meta.""" + + table: str + + def validate(self, attrs): + request = self.context.get("request") + user = getattr(request, "user", None) + if user is None or not user.is_authenticated: + raise serializers.ValidationError( + {"non_field_errors": ["Authentication required."]} + ) + designation = attrs.get("Designation") + if designation is None and getattr(self, "instance", None) is not None: + designation = self.instance.Designation + exclude_pk = getattr(self.instance, "pk", None) if getattr( + self, "instance", None + ) is not None else None + ok, code = can_insert_custom_section( + self.table, designation, user, exclude_user_section_pk=exclude_pk + ) + if not ok: + if code == "missing_designation": + raise serializers.ValidationError( + {"Designation": "Designation is required."} + ) + if code == "catalog_duplicate": + raise serializers.ValidationError( + { + "Designation": ( + "This designation already exists in the standard catalog." + ) + } + ) + if code == "user_duplicate": + raise serializers.ValidationError( + { + "Designation": ( + "You already have a custom section with this designation." + ) + } + ) + raise serializers.ValidationError({"Designation": code}) + return attrs + + +class UserCustomBeamSerializer( + _InjectUserOnCreateMixin, + _UserCustomSectionSerializerMixin, + serializers.ModelSerializer, +): + table = "Beams" + + class Meta: + model = UserCustomBeam + exclude = ("user",) + + +class UserCustomColumnSerializer( + _InjectUserOnCreateMixin, + _UserCustomSectionSerializerMixin, + serializers.ModelSerializer, +): + table = "Columns" + + class Meta: + model = UserCustomColumn + exclude = ("user",) + + +class UserCustomAngleSerializer( + _InjectUserOnCreateMixin, + _UserCustomSectionSerializerMixin, + serializers.ModelSerializer, +): + table = "Angles" + + class Meta: + model = UserCustomAngle + exclude = ("user",) + + +class UserCustomChannelSerializer( + _InjectUserOnCreateMixin, + _UserCustomSectionSerializerMixin, + serializers.ModelSerializer, +): + table = "Channels" + + class Meta: + model = UserCustomChannel + exclude = ("user",) + + +USER_SECTION_SERIALIZER_BY_TABLE = { + "Beams": UserCustomBeamSerializer, + "Columns": UserCustomColumnSerializer, + "Angles": UserCustomAngleSerializer, + "Channels": UserCustomChannelSerializer, +} + + +def get_user_section_serializer(table: str): + if table not in USER_SECTION_SERIALIZER_BY_TABLE: + raise ValueError(f"Unknown table: {table!r}") + return USER_SECTION_SERIALIZER_BY_TABLE[table] diff --git a/backend/apps/sections/urls.py b/backend/apps/sections/urls.py new file mode 100644 index 000000000..64c92ba92 --- /dev/null +++ b/backend/apps/sections/urls.py @@ -0,0 +1,21 @@ +"""URL routes for `/api/sections/`.""" + +from django.urls import path + +from apps.sections.views import ( + SectionCatalogExportView, + SectionCustomBulkDeleteView, + SectionCustomView, + SectionExportView, + SectionImportView, + SectionTemplateView, +) + +urlpatterns = [ + path("template/", SectionTemplateView.as_view(), name="sections-template"), + path("catalog-export/", SectionCatalogExportView.as_view(), name="sections-catalog-export"), + path("import/", SectionImportView.as_view(), name="sections-import"), + path("custom/all/", SectionCustomBulkDeleteView.as_view(), name="sections-custom-bulk-delete"), + path("custom/", SectionCustomView.as_view(), name="sections-custom"), + path("export/", SectionExportView.as_view(), name="sections-export"), +] diff --git a/backend/apps/sections/validation.py b/backend/apps/sections/validation.py new file mode 100644 index 000000000..8ff76956e --- /dev/null +++ b/backend/apps/sections/validation.py @@ -0,0 +1,227 @@ +""" +Section import helpers ā€” single source of truth for headers and cell rules. + +Ports behaviour from Osdag desktop: +- `osdag_core.Common.get_db_header` (SQLite column order ā†’ here: Django catalog field order) +- `MainWindow.import_db_validation` / `UI_DESIGN_PREFERENCE.import_db_validation` +""" + +from __future__ import annotations + +from decimal import Decimal +from typing import Any, Dict, List, Optional, Tuple, Type + +from django.db import models + +from apps.core.models import Angles, Beams, Channels, Columns, CHS, RHS, SHS +from apps.sections.models import TABLE_TO_USER_MODEL + +ALLOWED_TABLES = frozenset(TABLE_TO_USER_MODEL.keys()) +ALLOWED_CATALOG_TABLES = ALLOWED_TABLES | {"CHS", "SHS", "RHS"} + +TABLE_TO_CATALOG_MODEL: Dict[str, Type[models.Model]] = { + "Columns": Columns, + "Beams": Beams, + "Angles": Angles, + "Channels": Channels, + "CHS": CHS, + "SHS": SHS, + "RHS": RHS, +} + +# Desktop `import_db_validation`: numeric keys must be int or float (openpyxl often uses float). +# We also allow `Decimal` (DB / API paths). +_NUMERIC_KEYS_BEAM_COLUMN: frozenset[str] = frozenset( + { + "Mass", + "Area", + "D", + "B", + "tw", + "T", + "FlangeSlope", + "R1", + "R2", + "Iz", + "Iy", + "rz", + "ry", + "Zz", + "Zy", + "Zpz", + "Zpy", + "It", + "Iw", + } +) + +_NUMERIC_KEYS_ANGLE: frozenset[str] = frozenset( + { + "Mass", + "Area", + "a", + "b", + "t", + "R1", + "R2", + "Cz", + "Cy", + "Iz", + "Iy", + "Alpha", + "lumax", + "lvmin", + "rz", + "ry", + "rumax", + "rvmin", + "Zz", + "Zy", + "Zpz", + "Zpy", + "It", + } +) + +_NUMERIC_KEYS_CHANNEL: frozenset[str] = frozenset( + { + "Mass", + "Area", + "D", + "B", + "tw", + "T", + "FlangeSlope", + "R1", + "R2", + "Cy", + "Iz", + "Iy", + "rz", + "ry", + "Zz", + "Zy", + "Zpz", + "Zpy", + "It", + "Iw", + } +) + +TABLE_NUMERIC_KEYS: Dict[str, frozenset[str]] = { + "Columns": _NUMERIC_KEYS_BEAM_COLUMN, + "Beams": _NUMERIC_KEYS_BEAM_COLUMN, + "Angles": _NUMERIC_KEYS_ANGLE, + "Channels": _NUMERIC_KEYS_CHANNEL, +} + + +def assert_allowed_table(table: str) -> None: + if table not in ALLOWED_TABLES: + raise ValueError( + f"Invalid table {table!r}; expected one of {sorted(ALLOWED_TABLES)}" + ) + + +def assert_allowed_catalog_table(table: str) -> None: + if table not in ALLOWED_CATALOG_TABLES: + raise ValueError( + f"Invalid catalog table {table!r}; expected one of {sorted(ALLOWED_CATALOG_TABLES)}" + ) + + +def get_db_header(table: str) -> List[str]: + """ + Canonical xlsx row-1 headers for `table`, matching catalog field names + (same strings desktop import expects for `SELECT *`-style column names). + """ + assert_allowed_catalog_table(table) + model = TABLE_TO_CATALOG_MODEL[table] + return [ + f.name + for f in model._meta.concrete_fields + if not getattr(f, "primary_key", False) + ] + + +def headers_match_table(header_row: List[str], table: str) -> bool: + """True if the first row contains all expected headers for `table`. + + Extra columns (e.g. `Id` from a catalog export) are allowed and ignored. + """ + expected = set(get_db_header(table)) + got = {str(h).strip() for h in header_row if h is not None and str(h).strip()} + return expected.issubset(got) + + +def import_db_validation(table: str, key: str, value: Any) -> bool: + """ + Port of desktop `import_db_validation(tab, key, value)`. + + For known numeric columns, value must be int, float, or Decimal (not bool). + Other keys always pass (desktop returned True). + """ + assert_allowed_table(table) + numeric_keys = TABLE_NUMERIC_KEYS.get(table, frozenset()) + if key not in numeric_keys: + return True + if isinstance(value, bool): + return False + if isinstance(value, (int, float, Decimal)): + return True + return False + + +def row_dict_to_create_kwargs(table: str, row: Dict[str, Any]) -> Dict[str, Any]: + """ + Keep only catalog field keys for `UserCustom*` create/update (no user, no PK, + no timestamps, no is_active). Unknown keys are dropped. + """ + assert_allowed_table(table) + allowed = frozenset(get_db_header(table)) + return {k: v for k, v in row.items() if k in allowed} + + +def can_insert_custom_section( + table: str, + designation: str, + user: Any, + *, + exclude_user_section_pk: Optional[int] = None, +) -> Tuple[bool, str]: + """ + Rule: block if designation exists in global catalog or in this + user's custom rows for that section family. + + `exclude_user_section_pk`: when updating an existing `UserCustom*` row, + exclude that PK from the per-user duplicate check. + + Returns (allowed, reason_code) where reason_code is "" if allowed, else + `catalog_duplicate` or `user_duplicate`. + """ + assert_allowed_table(table) + if not designation: + return False, "missing_designation" + + catalog = TABLE_TO_CATALOG_MODEL[table] + if catalog.objects.filter(Designation=designation).exists(): + return False, "catalog_duplicate" + + UserModel = TABLE_TO_USER_MODEL[table] + qs = UserModel.objects.filter(user=user, Designation=designation) + if exclude_user_section_pk is not None: + qs = qs.exclude(pk=exclude_user_section_pk) + if qs.exists(): + return False, "user_duplicate" + + return True, "" + + +def get_user_model_for_table(table: str): + assert_allowed_table(table) + return TABLE_TO_USER_MODEL[table] + + +def get_catalog_model_for_table(table: str): + assert_allowed_catalog_table(table) + return TABLE_TO_CATALOG_MODEL[table] diff --git a/backend/apps/sections/views.py b/backend/apps/sections/views.py new file mode 100644 index 000000000..ee8c4a593 --- /dev/null +++ b/backend/apps/sections/views.py @@ -0,0 +1,478 @@ +"""HTTP API for user custom sections (template, import, custom CRUD, export).""" + +from __future__ import annotations + +from io import BytesIO +from typing import Any, Dict, List, Optional, Tuple + +from django.db import transaction +from django.http import FileResponse +from rest_framework import status +from rest_framework.exceptions import ValidationError +from rest_framework.parsers import FormParser, JSONParser, MultiPartParser +from rest_framework.permissions import AllowAny, IsAuthenticated +from rest_framework.response import Response +from rest_framework.throttling import ScopedRateThrottle +from rest_framework.views import APIView + +from apps.sections.export_scopes import EXPORT_SCOPE_REGISTRY, get_allowed_export_scopes +from apps.sections.models import TABLE_TO_USER_MODEL +from apps.sections.serializers import get_user_section_serializer +from apps.sections.validation import ( + assert_allowed_catalog_table, + assert_allowed_table, + can_insert_custom_section, + get_catalog_model_for_table, + get_db_header, + headers_match_table, + import_db_validation, + row_dict_to_create_kwargs, +) + +SECTION_IMPORT_MAX_ROWS = 5000 +SECTION_EXPORT_MAX_ROWS = 10000 + + +def _normalize_designation(value: Any) -> str: + """Avoid Excel float artifacts (e.g. 1.0) in CharField `Designation`.""" + if value is None: + return "" + if isinstance(value, float) and value == int(value): + return str(int(value)) + return str(value).strip() + + +def _safe_table( + request, *, source: str = "query", custom_only: bool = True +) -> Tuple[Optional[str], Optional[Response]]: + """Resolve `table` from query string or POST form; return (table, error_response).""" + if source == "query": + table = request.query_params.get("table") + else: + table = request.data.get("table") if hasattr(request, "data") else None + if not table: + return None, Response( + {"detail": "Parameter `table` is required."}, + status=status.HTTP_400_BAD_REQUEST, + ) + try: + if custom_only: + assert_allowed_table(table) + else: + assert_allowed_catalog_table(table) + except ValueError as exc: + return None, Response({"detail": str(exc)}, status=status.HTTP_400_BAD_REQUEST) + return table, None + + +class SectionTemplateView(APIView): + """GET empty xlsx: sheet name = table, row 1 = expected headers (guest allowed).""" + + permission_classes = [AllowAny] + + def get(self, request): + from openpyxl import Workbook + + table, err = _safe_table(request, source="query") + if err: + return err + + wb = Workbook() + ws = wb.active + ws.title = table + for col, name in enumerate(get_db_header(table), start=1): + ws.cell(row=1, column=col, value=name) + + buf = BytesIO() + wb.save(buf) + buf.seek(0) + filename = f"{table}_SectionTemplate.xlsx" + return FileResponse( + buf, + as_attachment=True, + filename=filename, + content_type=( + "application/vnd.openxmlformats-officedocument.spreadsheetml.sheet" + ), + ) + + +class SectionCatalogExportView(APIView): + """GET xlsx export of full global catalog table (guest allowed).""" + + permission_classes = [AllowAny] + throttle_classes = [ScopedRateThrottle] + throttle_scope = "sections_export" + + def get(self, request): + from openpyxl import Workbook + + table, err = _safe_table(request, source="query", custom_only=False) + if err: + return err + + Model = get_catalog_model_for_table(table) + headers = get_db_header(table) + rows = list(Model.objects.values_list(*headers)) + + if len(rows) > SECTION_EXPORT_MAX_ROWS: + return Response( + { + "detail": ( + f"Too many rows to export ({len(rows)}); " + f"maximum is {SECTION_EXPORT_MAX_ROWS}." + ) + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + wb = Workbook() + ws = wb.active + ws.title = table + + for col_idx, name in enumerate(headers, start=1): + ws.cell(row=1, column=col_idx, value=name) + + for row_idx, row in enumerate(rows, start=2): + for col_idx, value in enumerate(row, start=1): + ws.cell(row=row_idx, column=col_idx, value=value) + + buf = BytesIO() + wb.save(buf) + buf.seek(0) + filename = f"{table}_Catalog.xlsx" + return FileResponse( + buf, + as_attachment=True, + filename=filename, + content_type=( + "application/vnd.openxmlformats-officedocument.spreadsheetml.sheet" + ), + ) + + +class SectionImportView(APIView): + """POST multipart: `file` (xlsx) + `table` ā€” bulk create user custom sections.""" + + permission_classes = [IsAuthenticated] + parser_classes = [MultiPartParser, FormParser] + throttle_classes = [ScopedRateThrottle] + throttle_scope = "sections_import" + + def post(self, request): + import logging + from openpyxl import load_workbook + + logger = logging.getLogger("sections.import") + user = getattr(request.user, "email", None) or getattr(request.user, "username", None) or str(request.user) + logger.info("[SectionImport] POST from user=%s | POST keys=%s | FILES keys=%s", + user, list(request.POST.keys()), list(request.FILES.keys())) + + table = request.POST.get("table") or request.data.get("table") + logger.info("[SectionImport] resolved table=%r", table) + if not table: + logger.warning("[SectionImport] 400 ā€” table field missing") + return Response( + {"detail": "Form field `table` is required."}, + status=status.HTTP_400_BAD_REQUEST, + ) + try: + assert_allowed_table(table) + except ValueError as exc: + logger.warning("[SectionImport] 400 ā€” table not allowed: %s", exc) + return Response({"detail": str(exc)}, status=status.HTTP_400_BAD_REQUEST) + + upload = request.FILES.get("file") + logger.info("[SectionImport] upload file=%r (size=%s)", + getattr(upload, "name", None), getattr(upload, "size", None)) + if not upload: + logger.warning("[SectionImport] 400 ā€” file field missing") + return Response( + {"detail": "Form file field `file` is required."}, + status=status.HTTP_400_BAD_REQUEST, + ) + + try: + wb = load_workbook(upload, data_only=True) + except Exception as exc: # noqa: BLE001 + logger.warning("[SectionImport] 400 ā€” could not read workbook: %s", exc) + return Response( + {"detail": f"Could not read Excel file: {exc}"}, + status=status.HTTP_400_BAD_REQUEST, + ) + + try: + logger.info("[SectionImport] workbook sheet names=%s", wb.sheetnames) + if table not in wb.sheetnames: + logger.warning("[SectionImport] 400 ā€” sheet %r not found in %s", table, wb.sheetnames) + return Response( + { + "detail": ( + f"Worksheet named {table!r} not found in workbook " + f"(available sheets: {wb.sheetnames}). " + "The sheet tab must be named Columns, Beams, Angles, or Channels." + ) + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + sheet = wb[table] + max_r = sheet.max_row or 1 + data_rows = max_r - 1 if max_r else 0 + if data_rows > SECTION_IMPORT_MAX_ROWS: + return Response( + { + "detail": ( + f"Too many data rows ({data_rows}); " + f"maximum is {SECTION_IMPORT_MAX_ROWS}." + ) + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + first_row = next( + sheet.iter_rows(min_row=1, max_row=1, values_only=True), + None, + ) + header_row = ( + ["" if v is None else str(v) for v in first_row] + if first_row + else [] + ) + logger.info("[SectionImport] header_row=%s | expected=%s", header_row, get_db_header(table)) + if not headers_match_table(header_row, table): + logger.warning("[SectionImport] 400 ā€” header mismatch for table=%r | got=%s | expected=%s", + table, header_row, get_db_header(table)) + return Response( + { + "detail": "Header row does not match expected headers for this table.", + "expected": get_db_header(table), + "got": header_row, + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + # Build a name ā†’ column-index map from the actual header row. + # This tolerates extra columns (e.g. Id from the catalog export) at any position. + col_map = { + str(h).strip(): i + for i, h in enumerate(header_row) + if h is not None and str(h).strip() + } + + expected = get_db_header(table) + Ser = get_user_section_serializer(table) + inserted = 0 + inserted_designations: List[str] = [] + ignored: List[str] = [] + rejected: List[Any] = [] + + for row_idx, row in enumerate( + sheet.iter_rows( + min_row=2, + max_row=max_r, + values_only=True, + ), + start=2, + ): + values = list(row) + if all( + v is None or (isinstance(v, str) and str(v).strip() == "") + for v in values + ): + continue + + raw = { + key: (values[col_map[key]] if col_map.get(key) is not None and col_map[key] < len(values) else None) + for key in expected + } + des_str = _normalize_designation(raw.get("Designation")) + if not des_str: + rejected.append( + {"row": row_idx, "reason": "missing_or_empty_designation"} + ) + continue + raw["Designation"] = des_str + + row_ok = True + for key, val in raw.items(): + if not import_db_validation(table, key, val): + rejected.append( + { + "row": row_idx, + "designation": des_str, + "reason": "cell_validation_failed", + "key": key, + "value": val, + } + ) + row_ok = False + break + if not row_ok: + continue + + ok, code = can_insert_custom_section(table, des_str, request.user) + if not ok: + if code in ("catalog_duplicate", "user_duplicate"): + ignored.append(des_str) + else: + rejected.append( + { + "row": row_idx, + "designation": des_str, + "reason": code, + } + ) + continue + + payload = row_dict_to_create_kwargs(table, raw) + ser = Ser(data=payload, context={"request": request}) + try: + ser.is_valid(raise_exception=True) + ser.save() + inserted += 1 + inserted_designations.append(des_str) + except ValidationError as exc: + rejected.append( + { + "row": row_idx, + "designation": des_str, + "reason": "serializer_validation", + "errors": exc.detail, + } + ) + + logger.info("[SectionImport] done ā€” inserted=%d ignored=%d rejected=%d", + inserted, len(ignored), len(rejected)) + return Response( + { + "inserted": inserted, + "inserted_designations": inserted_designations, + "ignored": ignored, + "rejected": rejected, + }, + status=status.HTTP_200_OK, + ) + finally: + wb.close() + + +class SectionCustomView(APIView): + """POST JSON create one row; DELETE by designation.""" + + permission_classes = [IsAuthenticated] + parser_classes = [JSONParser, FormParser] + + def post(self, request): + table, err = _safe_table(request, source="query") + if err: + return err + Ser = get_user_section_serializer(table) + ser = Ser(data=request.data, context={"request": request}) + if not ser.is_valid(): + return Response(ser.errors, status=status.HTTP_400_BAD_REQUEST) + instance = ser.save() + out = Ser(instance, context={"request": request}) + return Response(out.data, status=status.HTTP_201_CREATED) + + def delete(self, request): + table, err = _safe_table(request, source="query") + if err: + return err + designation = request.query_params.get("designation") + if not designation: + return Response( + {"detail": "Query parameter `designation` is required."}, + status=status.HTTP_400_BAD_REQUEST, + ) + Model = TABLE_TO_USER_MODEL[table] + qs = Model.objects.filter(user=request.user, Designation=designation) + total_deleted, _ = qs.delete() + if total_deleted == 0: + return Response(status=status.HTTP_404_NOT_FOUND) + return Response(status=status.HTTP_204_NO_CONTENT) + + def put(self, request): + table, err = _safe_table(request, source="query") + if err: + return err + id = request.data.get("id") + if not id: + return Response( + {"detail": "Field `id` is required."}, + status=status.HTTP_400_BAD_REQUEST, + ) + Model = TABLE_TO_USER_MODEL[table] + try: + instance = Model.objects.get(id=id, user=request.user) + except Model.DoesNotExist: + return Response(status=status.HTTP_404_NOT_FOUND) + + Ser = get_user_section_serializer(table) + ser = Ser(instance, data=request.data, partial=True, context={"request": request}) + if not ser.is_valid(): + return Response(ser.errors, status=status.HTTP_400_BAD_REQUEST) + updated_instance = ser.save() + out = Ser(updated_instance, context={"request": request}) + return Response(out.data, status=status.HTTP_200_OK) + + + +class SectionCustomBulkDeleteView(APIView): + """DELETE all user custom sections across Columns/Beams/Angles/Channels.""" + + permission_classes = [IsAuthenticated] + + def delete(self, request): + deleted: Dict[str, int] = {} + total_deleted = 0 + + with transaction.atomic(): + for table, Model in TABLE_TO_USER_MODEL.items(): + qs = Model.objects.filter(user=request.user) + count, _ = qs.delete() + deleted[table] = int(count) + total_deleted += int(count) + + return Response( + {"success": True, "deleted": deleted, "total_deleted": total_deleted}, + status=status.HTTP_200_OK, + ) + + +class SectionExportView(APIView): + """GET xlsx export; v1 supports `scope=user` only (see export_scopes registry).""" + + permission_classes = [IsAuthenticated] + throttle_classes = [ScopedRateThrottle] + throttle_scope = "sections_export" + + def get(self, request): + table, err = _safe_table(request, source="query") + if err: + return err + scope = request.query_params.get("scope", "user") + handler = EXPORT_SCOPE_REGISTRY.get(scope) + if handler is None: + return Response( + { + "detail": f"Unknown export scope {scope!r}.", + "allowed_scopes": get_allowed_export_scopes(), + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + UserModel = TABLE_TO_USER_MODEL[table] + count = UserModel.objects.filter(user=request.user, is_active=True).count() + if count > SECTION_EXPORT_MAX_ROWS: + return Response( + { + "detail": ( + f"Too many rows to export ({count}); " + f"maximum is {SECTION_EXPORT_MAX_ROWS}." + ) + }, + status=status.HTTP_400_BAD_REQUEST, + ) + + return handler(table, request.user) diff --git a/backend/config/__init__.py b/backend/config/__init__.py new file mode 100644 index 000000000..42106b5ce --- /dev/null +++ b/backend/config/__init__.py @@ -0,0 +1,5 @@ +# Config package (Django project settings) +from .celery import app as celery_app + +__all__ = ("celery_app",) + diff --git a/backend/config/asgi.py b/backend/config/asgi.py new file mode 100644 index 000000000..826e082d6 --- /dev/null +++ b/backend/config/asgi.py @@ -0,0 +1,26 @@ +""" +ASGI config for osdag_on_web project. + +It exposes the ASGI callable as a module-level variable named ``application``. + +For more information on this file, see +https://docs.djangoproject.com/en/3.2/howto/deployment/asgi/ +""" + +import os +from django.core.asgi import get_asgi_application +from channels.routing import ProtocolTypeRouter, URLRouter +from channels.security.websocket import AllowedHostsOriginValidator + +os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'config.settings') + +django_asgi_app = get_asgi_application() + +# Import routing patterns after get_asgi_application() so Django apps are loaded +from apps.core.routing import websocket_urlpatterns + +application = ProtocolTypeRouter({ + "http": django_asgi_app, + "websocket": URLRouter(websocket_urlpatterns), +}) + diff --git a/backend/config/celery.py b/backend/config/celery.py new file mode 100644 index 000000000..f7b503634 --- /dev/null +++ b/backend/config/celery.py @@ -0,0 +1,25 @@ +import os + +from celery import Celery + +os.environ.setdefault("DJANGO_SETTINGS_MODULE", "config.settings") + +app = Celery("osdag_web") +app.config_from_object("django.conf:settings", namespace="CELERY") + +# Auto-discover tasks. Explicitly include the plate girder submodule so the +# Celery worker registers run_pso_optimization (nested submodule tasks are not +# picked up by the default app-level autodiscovery). +try: + from django.conf import settings + extra_modules = ["apps.modules.flexure_member.submodules.plate_girder"] + app.autodiscover_tasks(lambda: list(settings.INSTALLED_APPS) + extra_modules) +except Exception: + app.autodiscover_tasks() + +import apps.core.signals # noqa + + +@app.task(bind=True) +def debug_task(self): + print(f"Request: {self.request!r}") diff --git a/osdag_web/mailing.py b/backend/config/mailing.py similarity index 97% rename from osdag_web/mailing.py rename to backend/config/mailing.py index 3176db7c1..dbdf6fd3b 100644 --- a/osdag_web/mailing.py +++ b/backend/config/mailing.py @@ -2,7 +2,7 @@ import getpass # import variables from utils.py -from osdag_web import utils +from config import utils def send_mail(email , OTP=123) : print('inside send email') @@ -45,3 +45,4 @@ def send_mail(email , OTP=123) : except Exception as e : print('An exception has occured while sending the mail : ' , e) smtp.quit() + diff --git a/backend/config/postgres_credentials.py b/backend/config/postgres_credentials.py new file mode 100644 index 000000000..e988693b0 --- /dev/null +++ b/backend/config/postgres_credentials.py @@ -0,0 +1,21 @@ +######################################################### +# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # +######################################################### + + +def get_username() : + return "osdagdeveloper" + +def get_password() : + return "password" + +def get_host() : + return 'localhost' + + +def get_port() : + return '5432' + +def get_database_name() : + return 'postgres_Intg_osdag' + diff --git a/osdag_web/secret_key.py b/backend/config/secret_key.py similarity index 83% rename from osdag_web/secret_key.py rename to backend/config/secret_key.py index d9dcc00ee..ca94cdd1c 100644 --- a/osdag_web/secret_key.py +++ b/backend/config/secret_key.py @@ -1,2 +1,3 @@ def get_secret_key(): - return 'django-insecure-3hy*!rp172se!ar4d%&e0!hi$937wm96-r=1$z*08mwj7gsz9d' \ No newline at end of file + return 'django-insecure-3hy*!rp172se!ar4d%&e0!hi$937wm96-r=1$z*08mwj7gsz9d' + diff --git a/backend/config/settings.py b/backend/config/settings.py new file mode 100644 index 000000000..9101cd688 --- /dev/null +++ b/backend/config/settings.py @@ -0,0 +1,330 @@ +""" +Django settings for osdag_web project. + +Generated by 'django-admin startproject' using Django 3.2.15. + +For more information on this file, see +https://docs.djangoproject.com/en/3.2/topics/settings/ + +For the full list of settings and their values, see +https://docs.djangoproject.com/en/3.2/ref/settings/ +""" + +from pathlib import Path +from config.secret_key import get_secret_key +from config.postgres_credentials import get_database_name, get_host, get_password, get_port, get_username +import os +import sys + +# Build paths inside the project like this: BASE_DIR / 'subdir'. +BASE_DIR = Path(__file__).resolve().parent.parent.parent + +# Add project root to Python path for osdag_core imports +# This allows: from osdag_core.design_type.connection.fin_plate_connection import FinPlateConnection +if str(BASE_DIR) not in sys.path: + sys.path.insert(0, str(BASE_DIR)) + + +# Quick-start development settings - unsuitable for production +# See https://docs.djangoproject.com/en/3.2/howto/deployment/checklist/ + +# SECURITY WARNING: keep the secret key used in production secret! +SECRET_KEY = os.getenv('SECRET_KEY', get_secret_key()) +DATABASE_NAME = get_database_name() +USER = get_username() +PASSWORD = get_password() +PORT = get_port() +HOST = get_host() + +# SECURITY WARNING: don't run with debug turned on in production! +DEBUG = os.getenv('DEBUG', 'True').lower() == 'true' + + +# SECURITY WARNING: DEV ONLY - Never use ['*'] in production! +ALLOWED_HOSTS = os.getenv('ALLOWED_HOSTS', '*').split(',') + +# CORS Configuration (DEV ONLY - Allow all origins for LAN testing) +CORS_ALLOWED_ORIGINS = [ + 'http://localhost:5173', + 'http://127.0.0.1:5173', + 'http://localhost:5174', + 'http://127.0.0.1:5174', + 'http://localhost:5175', + 'http://127.0.0.1:5175', + 'http://192.168.1.9:5173', + 'http://10.104.135.9:5173', + 'http://10.186.46.253:5173' +] +CORS_ALLOW_CREDENTIALS = True + +CORS_ALLOW_METHODS = ['POST', 'GET', 'OPTIONS', 'PUT', 'DELETE'] + +CORS_ALLOW_HEADERS = ["accept", + "authorization", + "content-type", + "user-agent", + "x-csrftoken", + "x-requested-with", + "x-user-email", + 'access-control-allow-origin', + 'Cache-Control', + 'Pragma', + ] + + +# Application definition + +INSTALLED_APPS = [ + 'daphne', + 'django.contrib.admin', + 'django.contrib.auth', + 'django.contrib.contenttypes', + 'django.contrib.sessions', + 'django.contrib.messages', + 'django.contrib.staticfiles', + 'channels', + 'apps.core.apps.OsdagConfig', + 'apps.sections.apps.SectionsConfig', # User-owned custom section catalog (UserCustom*) + 'apps.modules.shear_connection', # Shear connection parent module + 'apps.modules.moment_connection', # Moment connection parent module + 'apps.modules.tension_member', # Tension member parent module + 'apps.modules.flexure_member', # Flexure member parent module + # cors headers + 'corsheaders', + + # DRF + 'rest_framework', + 'silk', +] + +# Middleware order is CRITICAL - CorsMiddleware MUST be first +MIDDLEWARE = [ + 'corsheaders.middleware.CorsMiddleware', # MUST BE FIRST for CORS to work + 'apps.core.middleware.metrics_middleware.InfluxMetricsMiddleware', # Metrics (no-op if InfluxDB unavailable) + 'django.middleware.security.SecurityMiddleware', + 'silk.middleware.SilkyMiddleware', + 'django.contrib.sessions.middleware.SessionMiddleware', + 'django.middleware.common.CommonMiddleware', + 'django.middleware.csrf.CsrfViewMiddleware', + 'django.contrib.auth.middleware.AuthenticationMiddleware', + 'django.contrib.messages.middleware.MessageMiddleware', + 'django.middleware.clickjacking.XFrameOptionsMiddleware', +] + +ROOT_URLCONF = 'config.urls' + +TEMPLATES = [ + { + 'BACKEND': 'django.template.backends.django.DjangoTemplates', + 'DIRS': [], + 'APP_DIRS': True, + 'OPTIONS': { + 'context_processors': [ + 'django.template.context_processors.debug', + 'django.template.context_processors.request', + 'django.contrib.auth.context_processors.auth', + 'django.contrib.messages.context_processors.messages', + ], + }, + }, +] + + +WSGI_APPLICATION = 'config.wsgi.application' +ASGI_APPLICATION = 'config.asgi.application' + +REDIS_URL = os.getenv('REDIS_URL', 'redis://127.0.0.1:6379/0') + +CHANNEL_LAYERS = { + 'default': { + 'BACKEND': 'channels_redis.core.RedisChannelLayer', + 'CONFIG': { + "hosts": [REDIS_URL], + }, + }, +} + + +# Database +# https://docs.djangoproject.com/en/3.2/ref/settings/#databases + +DATABASES = { + 'default': { + 'ENGINE': 'django.db.backends.postgresql_psycopg2', + 'NAME': os.getenv('DATABASE_NAME', DATABASE_NAME or 'postgres_Intg_osdag'), + 'USER': os.getenv('DATABASE_USER', USER or 'osdagdeveloper'), + 'PASSWORD': os.getenv('DATABASE_PASSWORD', PASSWORD or 'password'), + 'HOST': os.getenv('DATABASE_HOST', HOST or 'localhost'), + 'PORT': os.getenv('DATABASE_PORT', PORT or '5432'), + } +} + +CELERY_BROKER_URL = os.getenv('CELERY_BROKER_URL', REDIS_URL) +CELERY_RESULT_BACKEND = os.getenv('CELERY_RESULT_BACKEND', REDIS_URL) +CELERY_ACCEPT_CONTENT = ['json'] +CELERY_TASK_SERIALIZER = 'json' +CELERY_RESULT_SERIALIZER = 'json' +CELERY_TIMEZONE = os.getenv('CELERY_TIMEZONE', 'UTC') +CELERY_TASK_ALWAYS_EAGER = 'test' in sys.argv or any('pytest' in arg for arg in sys.argv) +CELERY_RESULT_EXPIRES = 1800 + +from celery.schedules import crontab +CELERY_BEAT_SCHEDULE = { + 'cleanup-temp-files-daily': { + 'task': 'apps.core.tasks.clean_temporary_files', + 'schedule': crontab(hour=0, minute=0), + 'args': (24,), + }, +} + + +CELERY_DEFAULT_QUEUE = 'calculations' + +CELERY_TASK_ROUTES = { + 'apps.core.tasks.run_design_calculation_task': { + 'queue': 'calculations', + }, + 'apps.core.tasks.run_cad_generation_task': { + 'queue': 'cad', + }, + 'apps.core.tasks.run_report_generation_task': { + 'queue': 'reports', + }, +} + +# Optional Redis cache backend (toggle with USE_REDIS_CACHE=true) +USE_REDIS_CACHE = os.getenv('USE_REDIS_CACHE', 'false').lower() == 'true' +if USE_REDIS_CACHE: + CACHES = { + 'default': { + 'BACKEND': 'django_redis.cache.RedisCache', + 'LOCATION': os.getenv('REDIS_CACHE_URL', 'redis://redis:6379/1'), + 'OPTIONS': { + 'CLIENT_CLASS': 'django_redis.client.DefaultClient', + }, + } + } +# Password validation +# https://docs.djangoproject.com/en/3.2/ref/settings/#auth-password-validators + +AUTH_PASSWORD_VALIDATORS = [ + { + 'NAME': 'django.contrib.auth.password_validation.UserAttributeSimilarityValidator', + }, + { + 'NAME': 'django.contrib.auth.password_validation.MinimumLengthValidator', + }, + { + 'NAME': 'django.contrib.auth.password_validation.CommonPasswordValidator', + }, + { + 'NAME': 'django.contrib.auth.password_validation.NumericPasswordValidator', + }, +] + +REST_FRAMEWORK = { + 'DEFAULT_PARSER_CLASSES': [ + 'rest_framework.parsers.JSONParser', + ], + 'DEFAULT_AUTHENTICATION_CLASSES': ( + 'apps.core.middleware.firebase_auth.FirebaseAuthentication', + ), + 'DEFAULT_PERMISSION_CLASSES': ( + 'apps.core.permissions.IsEmailVerifiedIfAuthenticated', + ), + # Used by ScopedRateThrottle on section import/export views only. + 'DEFAULT_THROTTLE_RATES': { + 'sections_import': '60/hour', + 'sections_export': '120/hour', + }, +} + + +# Internationalization +# https://docs.djangoproject.com/en/3.2/topics/i18n/ + +LANGUAGE_CODE = 'en-us' + +TIME_ZONE = 'UTC' + +USE_I18N = True + +USE_L10N = True + +USE_TZ = True + + +# Static files (CSS, JavaScript, Images) +# https://docs.djangoproject.com/en/3.2/howto/static-files/ + +STATIC_URL = '/static/' +STATIC_ROOT = os.path.join(BASE_DIR, 'staticfiles') +_static_dir = BASE_DIR / "static" +STATICFILES_DIRS = [_static_dir] if _static_dir.exists() else [] + +# OSI files storage +OSIFILES_URL = '/osifiles/' +OSIFILES_ROOT = BASE_DIR / 'osifiles' +# Default primary key field type +# https://docs.djangoproject.com/en/3.2/ref/settings/#default-auto-field + +DEFAULT_AUTO_FIELD = 'django.db.models.BigAutoField' + +MEDIA_URL = '/media/' +MEDIA_ROOT = os.path.join(BASE_DIR, 'media') + +SECRET_ROOT = os.path.join(BASE_DIR , 'secret/') +FILE_STORAGE_ROOT = BASE_DIR / 'file_storage' + + +# ā”€ā”€ā”€ InfluxDB observability (load-test metrics) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +# All values come from environment variables so the dev compose and production +# configs can differ. They default to values used in docker-compose.yml. +INFLUXDB_URL = os.getenv('INFLUXDB_URL', 'http://influxdb:8086') +INFLUXDB_TOKEN = os.getenv('INFLUXDB_TOKEN', 'osdag-super-secret-token') +INFLUXDB_ORG = os.getenv('INFLUXDB_ORG', 'osdag') +INFLUXDB_BUCKET = os.getenv('INFLUXDB_BUCKET', 'osdag_metrics') + +# Add this to the bottom of settings.py + +import os +LOGS_DIR = BASE_DIR / 'logs' +LOGS_DIR.mkdir(parents=True, exist_ok=True) # Creates the logs folder if it doesn't exist + +LOGGING = { + 'version': 1, + 'disable_existing_loggers': False, + 'formatters': { + 'verbose': { + 'format': '{levelname} {asctime} {module} {message}', + 'style': '{', + }, + }, + 'handlers': { + 'file': { + 'level': 'INFO', + 'class': 'logging.handlers.RotatingFileHandler', + 'filename': LOGS_DIR / 'django.log', + 'maxBytes': 1024 * 1024 * 5, # 5 MB + 'backupCount': 3, + 'formatter': 'verbose', + }, + 'console': { + 'level': 'INFO', + 'class': 'logging.StreamHandler', + 'formatter': 'verbose', + }, + }, + 'loggers': { + 'django': { + 'handlers': ['file', 'console'], + 'level': 'INFO', + 'propagate': True, + }, + 'django.request': { + 'handlers': ['file'], + 'level': 'ERROR', + 'propagate': False, + }, + }, +} diff --git a/backend/config/urls.py b/backend/config/urls.py new file mode 100644 index 000000000..16fa43f6c --- /dev/null +++ b/backend/config/urls.py @@ -0,0 +1,18 @@ +# django imports +from django.contrib import admin +from django.urls import path +from django.urls import include +from django.conf import settings +from django.conf.urls.static import static + +urlpatterns = [ + path('admin/', admin.site.urls), + path('', include('apps.core.urls')), # Core app URLs (replaces osdag.urls) + path('api/sections/', include('apps.sections.urls')), + path('api/modules/', include('apps.modules.urls')), # All module URLs aggregated here + path('silk/', include('silk.urls', namespace='silk')), +] + static(settings.STATIC_URL, document_root=settings.STATIC_ROOT) + +if settings.DEBUG: + urlpatterns += static(settings.OSIFILES_URL, document_root=settings.OSIFILES_ROOT) + diff --git a/backend/config/utils.py b/backend/config/utils.py new file mode 100644 index 000000000..7bcdd9484 --- /dev/null +++ b/backend/config/utils.py @@ -0,0 +1,6 @@ +HOST = "smtp-mail.outlook.com" +PORT = 587 + +FROM_EMAIL = "osdagoncloud3@outlook.com" +PASSWORD = "osdag.developer" + diff --git a/osdag_web/wsgi.py b/backend/config/wsgi.py similarity index 82% rename from osdag_web/wsgi.py rename to backend/config/wsgi.py index 1f92e1d42..3eb9bd3f4 100644 --- a/osdag_web/wsgi.py +++ b/backend/config/wsgi.py @@ -11,6 +11,7 @@ from django.core.wsgi import get_wsgi_application -os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'osdag_web.settings') +os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'config.settings') application = get_wsgi_application() + diff --git a/backend/conftest.py b/backend/conftest.py new file mode 100644 index 000000000..d0c824354 --- /dev/null +++ b/backend/conftest.py @@ -0,0 +1,8 @@ +import os +import pytest + +def pytest_collection_modifyitems(config, items): + if os.environ.get('CI') == 'true': + skip_ci = pytest.mark.skip(reason="Skipping all backend tests in CI environment") + for item in items: + item.add_marker(skip_ci) diff --git a/backend/manage.py b/backend/manage.py new file mode 100644 index 000000000..08c3a678c --- /dev/null +++ b/backend/manage.py @@ -0,0 +1,23 @@ +#!/usr/bin/env python +"""Django's command-line utility for administrative tasks.""" +import os +import sys + + +def main(): + """Run administrative tasks.""" + os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'config.settings') + try: + from django.core.management import execute_from_command_line + except ImportError as exc: + raise ImportError( + "Couldn't import Django. Are you sure it's installed and " + "available on your PYTHONPATH environment variable? Did you " + "forget to activate a virtual environment?" + ) from exc + execute_from_command_line(sys.argv) + + +if __name__ == '__main__': + main() + diff --git a/bc_endplate_test.py b/bc_endplate_test.py deleted file mode 100644 index 28f843426..000000000 --- a/bc_endplate_test.py +++ /dev/null @@ -1,58 +0,0 @@ -import yaml -from design_type.connection.beam_column_end_plate import BeamColumnEndPlate -from utils.common.component import * -from utils.common.load import Load - - - -# Load osi file -# Get input objects -# ''' -input_file_path = 'bcinput1.osi' -with open(input_file_path, 'r') as input_file: - design_dictionary = yaml.load(input_file, Loader=yaml.FullLoader) - -# print(design_dictionary) - -bcinput = BeamColumnEndPlate() -bcinput.set_input_values(design_dictionary) - - -''' -# Hardcoded inputs -bcinput = BeamColumnEndPlate() - -bcinput.mainmodule = "Moment Connection" -bcinput.connectivity = 'Column flange-Beam web' -bcinput.material = Material(material_grade='E 250 (Fe 410 W)A') - -bcinput.supporting_section = Column(designation='HB 400', - material_grade='E 250 (Fe 410 W)A') - -bcinput.supported_section = Beam(designation='MB 350', - material_grade='E 250 (Fe 410 W)A') -bcinput.bolt = Bolt(grade=[4.6, 8.8], diameter=[12, 20], - bolt_type='Friction Grip Bolt', - bolt_hole_type='Standard', - edge_type='a - Sheared or hand flame cut', - mu_f=0.3, - corrosive_influences='No', - bolt_tensioning='Pretensioned') - -bcinput.load = Load(shear_force=40, - axial_force=10, moment=50) - -bcinput.plate = Plate(thickness=[12, 220], - material_grade='E 250 (Fe 410 W)A', - gap=10) -bcinput.plate.design_status_capacity = False -bcinput.weld = Weld(material_g_o=410, - fabrication='Shop Weld') - -''' -print("input values are set. Doing preliminary member checks") -bcinput.warn_text() -# bcinput.member_capacity() -print(bcinput.endplate_type) -bcinput.trial_design() - diff --git a/cad/BBCad/nutBoltPlacement_AF.py b/cad/BBCad/nutBoltPlacement_AF.py deleted file mode 100644 index 989958c15..000000000 --- a/cad/BBCad/nutBoltPlacement_AF.py +++ /dev/null @@ -1,167 +0,0 @@ -""" -created on 25-02-2018 -@author: Siddhesh Chavan - -modified: Darshan Vishwakarma (10-1-2020) - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. - -""""" - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt -import doctest - - -class NutBoltArray_AF(): - def __init__(self, outputobj, nut, bolt, numOfboltsF, nutSpaceF): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_AF = None - self.pitch_new_AF = None - self.originAF = None - self.gaugeDirAF = None - self.pitchDirAF = None - self.boltDirAF = None - - - self.bolt = bolt - self.nut = nut - self.outputobj = outputobj - self.numOfboltsF = numOfboltsF - self.nutSpaceF = nutSpaceF - - self.initBoltPlaceParams_AF(outputobj) - self.bolts_AF = [] - self.nuts_AF = [] - self.initialiseNutBolts_AF() - self.positions_AF = [] - self.models_AF = [] - -################################################################# -# Nut_Bolt placement above flange(AF) of beam # -################################################################# - - def initialiseNutBolts_AF(self): - ''' - :return: This initializes required number of bolts and nuts for above flange. - ''' - b_AF = self.bolt - n_AF = self.nut - - for i in range(self.numOfboltsF): - bolt_length_required = float(n_AF.H + self.nutSpaceF)#todo: anjali - b_AF.H = bolt_length_required + (bolt_length_required - 5) % 5 - self.bolts_AF.append(Bolt(b_AF.R, b_AF.T, b_AF.H, b_AF.r)) - # print("bolt", b_AF.R, b_AF.T, b_AF.H, b_AF.r) - self.nuts_AF.append(Nut(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) - # print('Nut',(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) - - def initBoltPlaceParams_AF(self, outputobj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - - self.edge_AF = outputobj.flange_plate.edge_dist_provided #33 - self.end_AF = outputobj.flange_plate.end_dist_provided #33 - self.edge_gauge_AF = outputobj.flange_plate.edge_dist_provided #33 - self.pitch_AF = outputobj.flange_plate.pitch_provided #50 - self.midpitch_AF = outputobj.flange_plate.midpitch - self.gauge_AF = outputobj.flange_plate.midgauge - self.gauge = outputobj.flange_plate.gauge_provided - - - self.row_AF = outputobj.flange_plate.bolt_line #2 - self.col_AF = outputobj.flange_plate.bolts_one_line #2 - self.gap = outputobj.flange_plate.gap - - # print('iniBoltPlaceParams_AF', (self.edge_AF, self.end_AF, self.edge_gauge_AF, self.pitch_AF, self.gauge_AF, self.row_AF, self.col_AF, self.gap)) - - def calculatePositions_AF(self): - """ - :return: The positions/coordinates to place the bolts in the form of list, positions_AF = [list of bolting coordinates] - """ - self.positions_AF = [] - self.boltOrigin_AF = self.originAF + self.end_AF * self.pitchDirAF + ((self.plateAbvFlangeL - self.gauge_AF)/2 - ((self.col_AF/2-1)*self.gauge)) * self.gaugeDirAF - - for rw_AF in range(self.row_AF): - for cl_AF in range(self.col_AF): - pos_AF = self.boltOrigin_AF - if self.row_AF / 2 < rw_AF or self.row_AF / 2 == rw_AF: - self.pitch_new_AF = self.midpitch_AF - pos_AF = pos_AF + ((rw_AF - 1) * self.pitch_AF + self.pitch_new_AF) * self.pitchDirAF - if self.col_AF / 2 > cl_AF: - pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF - else: - pos_AF = pos_AF + (cl_AF-1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF - self.positions_AF.append(pos_AF) - else: - pos_AF = pos_AF + rw_AF * self.pitch_AF * self.pitchDirAF - if self.col_AF / 2 > cl_AF : - pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF - else: - pos_AF = pos_AF + (cl_AF-1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF - self.positions_AF.append(pos_AF) - - def placeAF(self, originAF, gaugeDirAF, pitchDirAF, boltDirAF, plateAbvFlangeL): - ''' - places the bolts and nuts based on the defined bolt arrangement - ''' - self.originAF = originAF - self.gaugeDirAF = gaugeDirAF - self.pitchDirAF = pitchDirAF - self.boltDirAF = boltDirAF - self.plateAbvFlangeL = plateAbvFlangeL - - self.calculatePositions_AF() - - for index, pos in enumerate(self.positions_AF): - self.bolts_AF[index].place(pos, gaugeDirAF, boltDirAF) - self.nuts_AF[index].place((pos + self.nutSpaceF * boltDirAF), gaugeDirAF, boltDirAF) - - def create_modelAF(self): - - for bolt in self.bolts_AF: - self.models_AF.append(bolt.create_model()) - - for nut in self.nuts_AF: - self.models_AF.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsAF(self): - return self.models_AF - - # Below methods are for creating holes in flange and web - def get_bolt_listLA(self): - boltlist = [] - for bolt in self.bolts_AF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - return boltlist - - def get_bolt_listRA(self): - boltlist = [] - for bolt in self.bolts_AF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - return boltlist diff --git a/cad/BBCad/nutBoltPlacement_BF.py b/cad/BBCad/nutBoltPlacement_BF.py deleted file mode 100644 index 51cbbf6bb..000000000 --- a/cad/BBCad/nutBoltPlacement_BF.py +++ /dev/null @@ -1,159 +0,0 @@ -""" -created on 25-02-2018 -@author: Siddhesh Chavan - -modified: Darshan Vishwakarma (10-1-2020) - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. -""""" - - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt - - -class NutBoltArray_BF(): - def __init__(self, outputobj, nut, bolt, numOfboltsF, nutSpaceF): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_BF = None - self.pitch_new_BF = None - self.originBF = None - self.gaugeDirBF = None - self.pitchDirBF = None - self.boltDirBF = None - - self.bolt = bolt - self.nut = nut - self.outputobj = outputobj - self.numOfboltsF = numOfboltsF - self.nutSpaceF = nutSpaceF - - self.initBoltPlaceParams_BF(outputobj) - self.bolts_BF = [] - self.nuts_BF = [] - self.initialiseNutBolts_BF() - self.positions_BF = [] - self.models_BF = [] - -################################################################# -# Nut_Bolt placement below flange(BF) of beam # -################################################################# - - def initialiseNutBolts_BF(self): - ''' - :return: This initializes required number of bolts and nuts for below flange. - ''' - b_BF = self.bolt - n_BF = self.nut - for j in range(self.numOfboltsF): - bolt_length_required = float(n_BF.H + self.nutSpaceF) - b_BF.H = bolt_length_required + 10 - self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r)) - self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1)) - - def initBoltPlaceParams_BF(self, outputobj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - self.edge_BF = outputobj.flange_plate.edge_dist_provided - self.end_BF = outputobj.flange_plate.end_dist_provided - self.edge_gauge_BF = outputobj.flange_plate.edge_dist_provided - self.pitch_BF = outputobj.flange_plate.pitch_provided - self.gauge_BF = outputobj.flange_plate.midgauge - self.gauge = outputobj.flange_plate.gauge_provided - self.row_BF = outputobj.flange_plate.bolt_line - self.col_BF = outputobj.flange_plate.bolts_one_line - self.gap = outputobj.flange_plate.gap - - - def calculatePositions_BF(self): - """ - :return: The positions/coordinates to place the bolts in the form of list, positions_BF = [list of bolting coordinates] - """ - self.positions_BF = [] - self.boltOrigin_BF = self.originBF + self.end_BF * self.pitchDirBF + ((self.plateBelwFlangeL - self.gauge_BF) / 2 -((self.col_BF/2-1)*self.gauge)) * self.gaugeDirBF - - for rw_BF in range(self.row_BF): - for cl_BF in range(self.col_BF): - pos_BF = self.boltOrigin_BF - if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: - self.pitch_new_BF = 2 * self.end_BF + self.gap - pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF - if self.col_BF / 2 > cl_BF: - pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF - else: - pos_BF = pos_BF + ( - cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF - self.positions_BF.append(pos_BF) - else: - pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF - if self.col_BF / 2 > cl_BF: - pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF - else: - pos_BF = pos_BF + ( - cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF - self.positions_BF.append(pos_BF) - - def placeBF(self, originBF, gaugeDirBF, pitchDirBF, boltDirBF, plateBelwFlangeL): - ''' - places the bolts and nuts based on the defined bolt arrangement - ''' - self.originBF = originBF - self.gaugeDirBF = gaugeDirBF - self.pitchDirBF = pitchDirBF - self.boltDirBF = boltDirBF - self.plateBelwFlangeL = plateBelwFlangeL - - self.calculatePositions_BF() - - for index_BF, pos_BF in enumerate(self.positions_BF): - self.bolts_BF[index_BF].place(pos_BF, gaugeDirBF, boltDirBF) - self.nuts_BF[index_BF].place((pos_BF + self.nutSpaceF * boltDirBF), gaugeDirBF, boltDirBF) - - def create_modelBF(self): - for bolt in self.bolts_BF: - self.models_BF.append(bolt.create_model()) - pass - for nut in self.nuts_BF: - self.models_BF.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsBF(self): - return self.models_BF - - # Below methods are for creating holes in flange and web - def get_bolt_listLB(self): - boltlist = [] - for bolt in self.bolts_BF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - return boltlist - - def get_bolt_listRB(self): - boltlist = [] - for bolt in self.bolts_BF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - return boltlist - diff --git a/cad/BBCad/nutBoltPlacement_Web.py b/cad/BBCad/nutBoltPlacement_Web.py deleted file mode 100644 index 194ae4bb1..000000000 --- a/cad/BBCad/nutBoltPlacement_Web.py +++ /dev/null @@ -1,145 +0,0 @@ -""" -created on 25-02-2018 -@author: Siddhesh Chavan - -modified: Darshan Vishwakarma (10-1-2020) - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. -""""" - - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt - - -class NutBoltArray_Web(): - def __init__(self, outputobj, nut, bolt, numOfboltsW, nutSpaceW): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_W = None - self.originW = None - self.gaugeDirW = None - self.pitchDirW = None - self.boltDirW = None - - self.bolt = bolt - self.nut = nut - self.outputobj = outputobj - self.numOfboltsW = numOfboltsW - self.nutSpaceW = nutSpaceW - - - self.initBoltPlaceParams_Web(outputobj) - self.bolts_W = [] - self.nuts_W = [] - self.initialiseNutBolts_Web() - self.positions_W = [] - self.models_W = [] - -################################################################# -# Nut_Bolt placement over Web of beam # -################################################################# - - def initialiseNutBolts_Web(self): - ''' - :return: This initializes required number of bolts and nuts for web bolting. - ''' - b_W = self.bolt - n_W = self.nut - for k in range(self.numOfboltsW): - bolt_length_required = float(n_W.H + self.nutSpaceW) - b_W.H = bolt_length_required +10 - self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r)) - self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1)) - - def initBoltPlaceParams_Web(self, outputobj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - self.edge_W = outputobj.web_plate.edge_dist_provided #33 - self.end_W = outputobj.web_plate.end_dist_provided #33 - self.pitch_W = outputobj.web_plate.pitch_provided - self.pitch_MW = outputobj.web_plate.midpitch # todo for gap - self.gauge_W = outputobj.web_plate.gauge_provided - - self.row_W = outputobj.web_plate.bolts_one_line - self.col_W = outputobj.web_plate.bolt_line - - def calculatePositions_Web(self): - """ - - :return: The positions/coordinates to place the bolts in the form of list, positions_W = [list of bolting coordinates] - """ - self.positions_W = [] - self.boltOrigin_W = self.originW + self.end_W * self.pitchDirW + self.edge_W * self.gaugeDirW - for rw_W in range(self.row_W): - for cl_W in range(self.col_W): - pos_W = self.boltOrigin_W - pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW - print (self.gauge_W) - if self.col_W / 2 > cl_W: - pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW - else: - pos_W = pos_W + (cl_W - 1) * self.pitch_W * self.gaugeDirW + 1 * self.pitch_MW * self.gaugeDirW - self.positions_W.append(pos_W) - - - def placeW(self, originW, gaugeDirW, pitchDirW, boltDirW): - """ - :param originW: Origin for bolt placement - :param gaugeDirW: Gauge direction for gauge distance - :param pitchDirW: Pitch direction for pitch distance - :param boltDirW: Bolt screwing direction - :return: places the bolts and nuts based on the defined bolt arrangement - - """ - self.originW = originW - self.gaugeDirW = gaugeDirW - self.pitchDirW = pitchDirW - self.boltDirW = boltDirW - - self.calculatePositions_Web() - - for index_W, pos_W in enumerate(self.positions_W): - self.bolts_W[index_W].place(pos_W, gaugeDirW, boltDirW) - self.nuts_W[index_W].place((pos_W + self.nutSpaceW * boltDirW), gaugeDirW, boltDirW) - - def create_modelW(self): - for bolt in self.bolts_W: - self.models_W.append(bolt.create_model()) - pass - for nut in self.nuts_W: - self.models_W.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originW) - self.models_W.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsW(self): - return self.models_W - - def get_bolt_web_list(self): - boltlist = [] - for bolt in self.bolts_W: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originW) - self.models_W.append(dbg) - return boltlist - - - diff --git a/cad/BasePlateCad/nutBoltPlacement.py b/cad/BasePlateCad/nutBoltPlacement.py deleted file mode 100644 index 7e534fc11..000000000 --- a/cad/BasePlateCad/nutBoltPlacement.py +++ /dev/null @@ -1,560 +0,0 @@ -''' -Created on 19-March-2020 - -@author : Anand Swaroop -''' - -from cad.items.anchor_bolt import * -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt -import copy - - -class NutBoltArray(): - """ - add a diagram here - """ - - def __init__(self, BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in): - - - self.BP = BP - self.nut = nut - self.nut_in = nut_in - self.bolt = bolt - self.bolt_in = bolt_in - self.gap = nutSpace - self.washer = washer - self.washer_in = washer_in - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.noOfBolts_outFlange = self.BP.anchors_outside_flange - self.noofBolts_inFlange = self.BP.anchors_inside_flange - - self.ab1 = copy.deepcopy(self.bolt) - self.ab2 = copy.deepcopy(self.bolt) - self.ab3 = copy.deepcopy(self.bolt) - self.ab4 = copy.deepcopy(self.bolt) - - self.ab5 = copy.deepcopy(self.bolt) - self.ab6 = copy.deepcopy(self.bolt) - self.ab7 = copy.deepcopy(self.bolt) - self.ab8 = copy.deepcopy(self.bolt) - - self.ab9 = copy.deepcopy(self.bolt) - self.ab10 = copy.deepcopy(self.bolt) - self.ab11 = copy.deepcopy(self.bolt) - self.ab12 = copy.deepcopy(self.bolt) - - - self.ab_inflg1 = copy.deepcopy(self.bolt_in) - self.ab_inflg2 = copy.deepcopy(self.bolt_in) - - self.ab_inflg3 = copy.deepcopy(self.bolt_in) - self.ab_inflg4 = copy.deepcopy(self.bolt_in) - - self.ab_inflg5 = copy.deepcopy(self.bolt_in) - self.ab_inflg6 = copy.deepcopy(self.bolt_in) - self.ab_inflg7 = copy.deepcopy(self.bolt_in) - self.ab_inflg8 = copy.deepcopy(self.bolt_in) - - self.w1 = copy.deepcopy(self.washer) - self.w2 = copy.deepcopy(self.washer) - self.w3 = copy.deepcopy(self.washer) - self.w4 = copy.deepcopy(self.washer) - self.w5 = copy.deepcopy(self.washer) - self.w6 = copy.deepcopy(self.washer) - self.w7 = copy.deepcopy(self.washer) - self.w8 = copy.deepcopy(self.washer) - self.w9 = copy.deepcopy(self.washer) - self.w10 = copy.deepcopy(self.washer) - self.w11 = copy.deepcopy(self.washer) - self.w12 = copy.deepcopy(self.washer) - - self.w_in1 = copy.deepcopy(self.washer_in) - self.w_in2 = copy.deepcopy(self.washer_in) - self.w_in3 = copy.deepcopy(self.washer_in) - self.w_in4 = copy.deepcopy(self.washer_in) - self.w_in5 = copy.deepcopy(self.washer_in) - self.w_in6 = copy.deepcopy(self.washer_in) - self.w_in7 = copy.deepcopy(self.washer_in) - self.w_in8 = copy.deepcopy(self.washer_in) - - self.nt1 = copy.deepcopy(self.nut) - self.nt2 = copy.deepcopy(self.nut) - self.nt3 = copy.deepcopy(self.nut) - self.nt4 = copy.deepcopy(self.nut) - - self.nt5 = copy.deepcopy(self.nut) - self.nt6 = copy.deepcopy(self.nut) - self.nt7 = copy.deepcopy(self.nut) - self.nt8 = copy.deepcopy(self.nut) - - self.nt9 = copy.deepcopy(self.nut) - self.nt10 = copy.deepcopy(self.nut) - self.nt11 = copy.deepcopy(self.nut) - self.nt12 = copy.deepcopy(self.nut) - - self.nt_inflg1 = copy.deepcopy(self.nut_in) - self.nt_inflg2 = copy.deepcopy(self.nut_in) - - self.nt_inflg3 = copy.deepcopy(self.nut_in) - self.nt_inflg4 = copy.deepcopy(self.nut_in) - - self.nt_inflg5 = copy.deepcopy(self.nut_in) - self.nt_inflg6 = copy.deepcopy(self.nut_in) - self.nt_inflg7 = copy.deepcopy(self.nut_in) - self.nt_inflg8 = copy.deepcopy(self.nut_in) - # self.initBoltPlaceParam(plateObj) - self.initBoltPlaceParam() - - self.bolts = [] - self.nuts = [] - - self.positions = [] - - self.models = [] - - self.initialiseNutBolts() - - def initialiseNutBolts(self): - """ - Initializing the Nut and Bolt - :return: - """ - pass - - - def initBoltPlaceParam(self): - self.enddist = self.BP.end_distance_out - self.edgedist = self.BP.edge_distance_out - # self.clearence = 50 - - self.pitch = self.BP.bp_length_provided - 2 * self.enddist - self.gauge = self.BP.bp_width_provided - 2 * self.edgedist - - self.pitch1 = self.BP.pitch_distance_out - self.gauge1 = self.BP.gauge_distance_out - - if self.BP.load_axial_tension > 0 or self.BP.load_moment_minor > 0: - self.enddist_in = self.BP.end_distance_in - self.edgedist_in = self.BP.edge_distance_in - if self.BP.anchors_inside_flange == 8: - self.pitch_in = self.BP.pitch_distance_in - self.gauge_in = self.BP.gauge_distance_in - - if self.BP.connectivity != 'Hollow/Tubular Column Base': - if self.BP.stiffener_across_web != 'Yes': - self.BP.stiffener_plt_thick_across_web = 0 - self.stiffener_inflg_thickness = self.BP.stiffener_plt_thick_across_web - self.pitch_inflg = (self.BP.column_D - (2*self.BP.column_tf + 2*self.BP.column_r1 + self.stiffener_inflg_thickness))/4 - self.web_thick = self.BP.column_tw/2 - - - def calculatePositions(self): - pass - - - def place(self, origin, gaugeDir, pitchDir, boltDir): - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - # self.calculatePositions() - pos = self.origin - pos1 = pos + self.edgedist * self.gaugeDir + self.enddist * self.pitchDir #bottom left - pos2 = pos1 + self.gauge * self.gaugeDir #bottom right - pos3 = pos2 + self.pitch * self.pitchDir #top left - pos4 = pos3 - self.gauge * self.gaugeDir #top right - - - - self.ab1.place(pos1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab2.place(pos2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab3.place(pos3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab4.place(pos4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt1.place(pos1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt2.place(pos2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt3.place(pos3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt4.place(pos4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w1.place(pos1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w2.place(pos2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w3.place(pos3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w4.place(pos4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if 2*self.BP.anchors_outside_flange == 6 : - pos5 = pos2 - self.gauge/2 * self.gaugeDir - pos6 = pos4 + self.gauge/2 * self.gaugeDir - - self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if 2*self.BP.anchors_outside_flange == 8: - pos5 = pos1 + self.pitch1 * self.pitchDir - pos6 = pos2 + self.pitch1 * self.pitchDir - pos7 = pos3 - self.pitch1 * self.pitchDir - pos8 = pos4 - self.pitch1 * self.pitchDir - - self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab7.place(pos7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab8.place(pos8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if 2*self.BP.anchors_outside_flange == 12: - pos5 = pos1 + self.pitch1 * self.pitchDir - pos6 = pos2 + self.pitch1 * self.pitchDir - pos7 = pos3 - self.pitch1 * self.pitchDir - pos8 = pos4 - self.pitch1 * self.pitchDir - - pos9 = pos2 - self.gauge / 2 * self.gaugeDir - pos10 = pos4 + self.gauge / 2 * self.gaugeDir - pos11 = pos9 + self.pitch1 * self.pitchDir - pos12 = pos10 - self.pitch1 * self.pitchDir - - self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab7.place(pos7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab8.place(pos8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.ab9.place(pos9 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab10.place(pos10 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab11.place(pos11 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab12.place(pos12 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt9.place(pos9 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt10.place(pos10 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt11.place(pos11 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt12.place(pos12 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w9.place(pos9 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w10.place(pos10 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w11.place(pos11 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w12.place(pos12 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if self.BP.anchors_inside_flange == 2: - - pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - - self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if self.BP.anchors_inside_flange == 4: - - pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_3 = pos2 + self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_4 = pos4 - self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - - self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg3.place(pos_inflg_3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg4.place(pos_inflg_4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg3.place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in3 .place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - if self.BP.anchors_inside_flange == 8: - - pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_3 = pos2 + self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - pos_inflg_4 = pos4 - self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir - - pos_inflg_5 = pos2 + self.pitch / 2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir - pos_inflg_6 = pos4 - self.pitch / 2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir - pos_inflg_7 = pos2 + self.pitch / 2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir - pos_inflg_8 = pos4 - self.pitch / 2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir - - self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg3.place(pos_inflg_3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg4.place(pos_inflg_4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.ab_inflg5.place(pos_inflg_5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg6.place(pos_inflg_6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg7.place(pos_inflg_7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.ab_inflg8.place(pos_inflg_8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg3.place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.nt_inflg5.place(pos_inflg_5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg6.place(pos_inflg_6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg7.place(pos_inflg_7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.nt_inflg8.place(pos_inflg_8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in3 .place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - self.w_in5.place(pos_inflg_5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in6.place(pos_inflg_6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in7.place(pos_inflg_7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - self.w_in8.place(pos_inflg_8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) - - - - def create_model(self): - # for bolt in self.bolts: - # self.models.append(bolt.create_model()) - - self.ab1Model = self.ab1.create_model() - self.ab2Model = self.ab2.create_model() - self.ab3Model = self.ab3.create_model() - self.ab4Model = self.ab4.create_model() - - self.nt1Model = self.nt1.create_model() - self.nt2Model = self.nt2.create_model() - self.nt3Model = self.nt3.create_model() - self.nt4Model = self.nt4.create_model() - - self.w1Model = self.w1.create_model() - self.w2Model = self.w2.create_model() - self.w3Model = self.w3.create_model() - self.w4Model = self.w4.create_model() - - self.models = [self.ab1Model, self.ab2Model, self.ab3Model, self.ab4Model, self.nt1Model, self.nt2Model, self.nt3Model, self.nt4Model, self.w1Model, self.w2Model, self.w3Model, self.w4Model] - - if 2* self.BP.anchors_outside_flange == 6: - self.ab5Model = self.ab5.create_model() - self.ab6Model = self.ab6.create_model() - - self.nt5Model = self.nt5.create_model() - self.nt6Model = self.nt6.create_model() - - self.w5Model = self.w5.create_model() - self.w6Model = self.w6.create_model() - - models = [self.ab5Model, self.ab6Model,self.w5Model, self.w6Model, self.nt5Model, self.nt6Model] - self.models.extend(models) - - if 2* self.BP.anchors_outside_flange == 8: - self.ab5Model = self.ab5.create_model() - self.ab6Model = self.ab6.create_model() - self.ab7Model = self.ab7.create_model() - self.ab8Model = self.ab8.create_model() - - self.nt5Model = self.nt5.create_model() - self.nt6Model = self.nt6.create_model() - self.nt7Model = self.nt7.create_model() - self.nt8Model = self.nt8.create_model() - - self.w5Model = self.w5.create_model() - self.w6Model = self.w6.create_model() - self.w7Model = self.w7.create_model() - self.w8Model = self.w8.create_model() - - models = [self.ab5Model, self.ab6Model, self.ab7Model, self.ab8Model, self.w5Model, self.w6Model, self.w7Model, self.w8Model, self.nt5Model, self.nt6Model, self.nt7Model, self.nt8Model] - self.models.extend(models) - - if 2* self.BP.anchors_outside_flange == 12: - self.ab5Model = self.ab5.create_model() - self.ab6Model = self.ab6.create_model() - self.ab7Model = self.ab7.create_model() - self.ab8Model = self.ab8.create_model() - - self.ab9Model = self.ab9.create_model() - self.ab10Model = self.ab10.create_model() - self.ab11Model = self.ab11.create_model() - self.ab12Model = self.ab12.create_model() - - self.nt5Model = self.nt5.create_model() - self.nt6Model = self.nt6.create_model() - self.nt7Model = self.nt7.create_model() - self.nt8Model = self.nt8.create_model() - - self.nt9Model = self.nt9.create_model() - self.nt10Model = self.nt10.create_model() - self.nt11Model = self.nt11.create_model() - self.nt12Model = self.nt12.create_model() - - self.w5Model = self.w5.create_model() - self.w6Model = self.w6.create_model() - self.w7Model = self.w7.create_model() - self.w8Model = self.w8.create_model() - - self.w9Model = self.w9.create_model() - self.w10Model = self.w10.create_model() - self.w11Model = self.w11.create_model() - self.w12Model = self.w12.create_model() - - models = [self.ab5Model, self.ab6Model, self.ab7Model, self.ab8Model, self.ab9Model, self.ab10Model, self.ab11Model, self.ab12Model, - self.nt5Model, self.nt6Model, self.nt7Model, self.nt8Model, self.nt9Model, self.nt10Model, self.nt11Model, self.nt12Model, - self.w5Model, self.w6Model, self.w7Model, self.w8Model, self.w9Model, self.w10Model, self.w11Model, self.w12Model] - self.models.extend(models) - - if self.BP.anchors_inside_flange == 2: - self.ab_inflg1Model = self.ab_inflg1.create_model() - self.ab_inflg2Model = self.ab_inflg2.create_model() - self.nt_inflg1Model = self.nt_inflg1.create_model() - self.nt_inflg2Model = self.nt_inflg2.create_model() - - self.w_in1Model = self.w_in1.create_model() - self.w_in2Model = self.w_in2.create_model() - - models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.w_in1Model, self.w_in2Model, self.nt_inflg1Model, self.nt_inflg2Model] - self.models.extend(models) - - if self.BP.anchors_inside_flange == 4: - self.ab_inflg1Model = self.ab_inflg1.create_model() - self.ab_inflg2Model = self.ab_inflg2.create_model() - self.nt_inflg1Model = self.nt_inflg1.create_model() - self.nt_inflg2Model = self.nt_inflg2.create_model() - self.w_in1Model = self.w_in1.create_model() - self.w_in2Model = self.w_in2.create_model() - - self.ab_inflg3Model = self.ab_inflg3.create_model() - self.ab_inflg4Model = self.ab_inflg4.create_model() - self.nt_inflg3Model = self.nt_inflg3.create_model() - self.nt_inflg4Model = self.nt_inflg4.create_model() - self.w_in3Model = self.w_in3.create_model() - self.w_in4Model = self.w_in4.create_model() - - models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.ab_inflg3Model, self.ab_inflg4Model, - self.nt_inflg1Model, self.nt_inflg2Model, self.nt_inflg3Model, self.nt_inflg4Model, - self.w_in1Model, self.w_in2Model, self.w_in3Model, self.w_in4Model] - self.models.extend(models) - - if self.BP.anchors_inside_flange == 8: - self.ab_inflg1Model = self.ab_inflg1.create_model() - self.ab_inflg2Model = self.ab_inflg2.create_model() - self.nt_inflg1Model = self.nt_inflg1.create_model() - self.nt_inflg2Model = self.nt_inflg2.create_model() - self.w_in1Model = self.w_in1.create_model() - self.w_in2Model = self.w_in2.create_model() - - self.ab_inflg5Model = self.ab_inflg5.create_model() - self.ab_inflg6Model = self.ab_inflg6.create_model() - self.nt_inflg5Model = self.nt_inflg5.create_model() - self.nt_inflg6Model = self.nt_inflg6.create_model() - self.w_in5Model = self.w_in5.create_model() - self.w_in6Model = self.w_in6.create_model() - - self.ab_inflg3Model = self.ab_inflg3.create_model() - self.ab_inflg4Model = self.ab_inflg4.create_model() - self.nt_inflg3Model = self.nt_inflg3.create_model() - self.nt_inflg4Model = self.nt_inflg4.create_model() - self.w_in3Model = self.w_in3.create_model() - self.w_in4Model = self.w_in4.create_model() - - self.ab_inflg7Model = self.ab_inflg7.create_model() - self.ab_inflg8Model = self.ab_inflg8.create_model() - self.nt_inflg7Model = self.nt_inflg7.create_model() - self.nt_inflg8Model = self.nt_inflg8.create_model() - self.w_in7Model = self.w_in7.create_model() - self.w_in8Model = self.w_in8.create_model() - - models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.ab_inflg3Model, self.ab_inflg4Model, - self.ab_inflg5Model, self.ab_inflg6Model, self.ab_inflg7Model, self.ab_inflg8Model, - self.nt_inflg1Model, self.nt_inflg2Model, self.nt_inflg3Model, self.nt_inflg4Model, - self.nt_inflg5Model, self.nt_inflg6Model, self.nt_inflg7Model, self.nt_inflg8Model, - self.w_in1Model, self.w_in2Model, self.w_in3Model, self.w_in4Model, - self.w_in5Model, self.w_in6Model, self.w_in7Model, self.w_in8Model - ] - self.models.extend(models) - - - def get_models(self): - return self.models - - -if __name__ == '__main__': - - from cad.items.anchor_bolt import * - from cad.items.nut import Nut - from cad.items.ISection import ISection - from cad.items.plate import Plate - - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([1.0, 0, 0]) - pitchDir = numpy.array([0, 1.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - numberOfBolts = 6 - column = ISection(B=250, T=13.7, D=450, t=9.8, R1=14.0, R2=7.0, alpha=94, length=1500, notchObj=None) - baseplate = Plate(L=700, W=500, T=30) - - l = 550 - c = 225 - a = 175 - r = 24 - ex_length = (50 + 24 + baseplate.T) # nut.T = 24 - bolt = AnchorBolt_A(l=250, c=125, a=75, r=12, ex=ex_length) - # bolt = AnchorBolt_B(l= 250, c= 125, a= 75, r= 12) - # bolt = AnchorBolt_Endplate(l= 250, c= 125, a= 75, r= 12) - - nut = Nut(R=bolt.r * 3, T=24, H=30, innerR1=bolt.r) - - nutSpace = bolt.c + baseplate.T - - nut_bolt_array = NutBoltArray(column, baseplate, nut, bolt, numberOfBolts, nutSpace) - - place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - nut_bolt_array_Model = nut_bolt_array.create_model() - - nut_bolts = nut_bolt_array.get_models() - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - display.DisplayShape(array, update=True) - display.DisableAntiAliasing() - start_display() - diff --git a/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py b/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py deleted file mode 100644 index e9c9b6a7f..000000000 --- a/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py +++ /dev/null @@ -1,596 +0,0 @@ -""" -created on 17-04-2020 - -""" - -import numpy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut -from cad.items.plate import Plate -import copy - - -class BBSpliceCoverPlateWeldedCAD(object): - def __init__(self, B, beam, flangePlate, innerFlangePlate, webPlate, flangePlateWeldL, flangePlateWeldW, - innerflangePlateWeldL, innerflangePlateWeldW, webPlateWeldL, webPlateWeldW): - - self.B = B - self.beam = beam - self.flangePlate = flangePlate - self.innerFlangePlate = innerFlangePlate - self.webPlate = webPlate - self.flangePlateWeldL = flangePlateWeldL - self.flangePlateWeldW = flangePlateWeldW - self.webPlateWeldL = webPlateWeldL - self.webPlateWeldW = webPlateWeldW - self.innerflangePlateWeldL = innerflangePlateWeldL - self.innerflangePlateWeldW = innerflangePlateWeldW - - self.gap = float(self.B.flange_plate.gap) - self.flangespace = float(self.B.flangespace) - self.webspace = float(self.B.webspace) - - self.beam1 = copy.deepcopy(self.beam) - self.beam2 = copy.deepcopy(self.beam) - - self.flangePlate1 = copy.deepcopy(self.flangePlate) - self.flangePlate2 = copy.deepcopy(self.flangePlate) - - self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) - - self.webPlate1 = copy.deepcopy(self.webPlate) - self.webPlate2 = copy.deepcopy(self.webPlate) - - # nuber top to bottom - self.flangePlateWeldL11 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL12 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL21 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL22 = copy.deepcopy(self.flangePlateWeldL) - - self.flangePlateWeldW11 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW12 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW21 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW22 = copy.deepcopy(self.flangePlateWeldW) - - # Todo: update numbering - self.webPlateWeldL11 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL12 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL21 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL22 = copy.deepcopy(self.webPlateWeldL) - - self.webPlateWeldW11 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW12 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW21 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW22 = copy.deepcopy(self.webPlateWeldW) - - # numbering is clock wise starting from right side top plate - self.innerflangePlateWeldL11 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL12 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL21 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL22 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL31 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL32 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL41 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL42 = copy.deepcopy(self.innerflangePlateWeldL) - - self.innerflangePlateWeldW11 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW12 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW21 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW22 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW31 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW32 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW41 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW42 = copy.deepcopy(self.innerflangePlateWeldW) - - self.weldCutPlate = Plate(L=self.beam.D + 4 * self.flangePlate.T, W=self.beam.B + 2 * self.flangePlate.T, - T=self.gap) - - def create_3DModel(self): - ''' - :return: CAD model of each of the followings. Debugging each command below would give give clear picture - ''' - - self.createbeamGeometry() - self.createPlateGeometry() - self.createWeldedGeometry() - - def createbeamGeometry(self): - """ - - :return: Geometric Orientation of this component - """ - beam1Origin = numpy.array([self.gap / 2, 0.0, 0.0]) - beam1_uDir = numpy.array([0.0, 1.0, 0.0]) - beam1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam1.place(beam1Origin, beam1_uDir, beam1_wDir) - - self.beam1Model = self.beam1.create_model() - - beam2Origin = numpy.array([-self.gap / 2, 0.0, 0.0]) - beam2_uDir = numpy.array([0.0, 1.0, 0.0]) - beam2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.beam2.place(beam2Origin, beam2_uDir, beam2_wDir) - - self.beam2Model = self.beam2.create_model() - - def createPlateGeometry(self): - - # Flange Plates - flangePlate1Origin = numpy.array([0.0, self.flangePlate.W / 2, (self.beam.D + self.flangePlate.T) / 2]) - flangePlate1_uDir = numpy.array([0.0, 0.0, 1.0]) - flangePlate1_wDir = numpy.array([0.0, -1.0, 0.0]) - self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) - - self.flangePlate1Model = self.flangePlate1.create_model() - - flangePlate2Origin = numpy.array([0.0, -self.flangePlate.W / 2, -(self.beam.D + self.flangePlate.T) / 2]) - flangePlate2_uDir = numpy.array([0.0, 0.0, 1.0]) - flangePlate2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) - - self.flangePlate2Model = self.flangePlate2.create_model() - - # Web Plates - webPlate1Origin = numpy.array([0.0, (self.beam.t + self.webPlate.T) / 2, -self.webPlate.W / 2]) - webPlate1_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlate1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) - - self.webPlate1Model = self.webPlate1.create_model() - - webPlate2Origin = numpy.array([0.0, -(self.beam.t + self.webPlate.T) / 2, -self.webPlate.W / 2]) - webPlate2_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlate2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) - - self.webPlate2Model = self.webPlate2.create_model() - - # Todo: Add an if statement for inner plates - # Inner Plates - if self.B.preference != 'Outside': - innerFlangePlatespacing = self.flangespace + self.beam.t / 2 + self.beam.R1 - innerFlangePlate1Origin = numpy.array( - [0.0, innerFlangePlatespacing, (self.beam.D - self.innerFlangePlate.T) / 2 - self.beam.T]) - innerFlangePlate1_uDir = numpy.array([0.0, 0.0, 1.0]) - innerFlangePlate1_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) - - self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() - - innerFlangePlate2Origin = numpy.array( - [0.0, innerFlangePlatespacing, -(self.beam.D - self.innerFlangePlate.T) / 2 + self.beam.T]) - innerFlangePlate2_uDir = numpy.array([0.0, 0.0, 1.0]) - innerFlangePlate2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) - - self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() - - innerFlangePlate3Origin = numpy.array( - [0.0, -innerFlangePlatespacing, -(self.beam.D - self.innerFlangePlate.T) / 2 + self.beam.T]) - innerFlangePlate3_uDir = numpy.array([0.0, 0.0, 1.0]) - innerFlangePlate3_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) - - self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() - - innerFlangePlate4Origin = numpy.array( - [0.0, -innerFlangePlatespacing, (self.beam.D - self.innerFlangePlate.T) / 2 - self.beam.T]) - innerFlangePlate4_uDir = numpy.array([0.0, 0.0, 1.0]) - innerFlangePlate4_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) - - self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() - - def createWeldedGeometry(self): - - # Flangeplate1 - flangePlateWeldL11Origin = numpy.array( - [-self.flangePlateWeldL.L / 2, self.flangePlate.W / 2, (self.beam.D) / 2]) - flangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlateWeldL11.place(flangePlateWeldL11Origin, flangePlateWeldL11_uDir, flangePlateWeldL11_wDir) - - self.flangePlateWeldL11Model = self.flangePlateWeldL11.create_model() - - flangePlateWeldL12Origin = numpy.array( - [self.flangePlateWeldL.L / 2, -self.flangePlate.W / 2, (self.beam.D) / 2]) - flangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.flangePlateWeldL12.place(flangePlateWeldL12Origin, flangePlateWeldL12_uDir, flangePlateWeldL12_wDir) - - self.flangePlateWeldL12Model = self.flangePlateWeldL12.create_model() - - flangePlateWeldW11Origin = numpy.array([self.flangePlate.L / 2, -self.flangePlate.W / 2, (self.beam.D) / 2]) - flangePlateWeldW11_uDir = numpy.array([0.0, 0.0, 1.0]) - flangePlateWeldW11_wDir = numpy.array([0.0, 1.0, 0.0]) - self.flangePlateWeldW11.place(flangePlateWeldW11Origin, flangePlateWeldW11_uDir, flangePlateWeldW11_wDir) - - self.flangePlateWeldW11Model = self.flangePlateWeldW11.create_model() - - flangePlateWeldW12Origin = numpy.array([-self.flangePlate.L / 2, self.flangePlate.W / 2, (self.beam.D) / 2]) - flangePlateWeldW12_uDir = numpy.array([0.0, 0.0, 1.0]) - flangePlateWeldW12_wDir = numpy.array([0.0, -1.0, 0.0]) - self.flangePlateWeldW12.place(flangePlateWeldW12Origin, flangePlateWeldW12_uDir, flangePlateWeldW12_wDir) - - self.flangePlateWeldW12Model = self.flangePlateWeldW12.create_model() - - # FlangePlate2 - flangePlateWeldL21Origin = numpy.array( - [self.flangePlateWeldL.L / 2, self.flangePlate.W / 2, -(self.beam.D) / 2]) - flangePlateWeldL21_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.flangePlateWeldL21.place(flangePlateWeldL21Origin, flangePlateWeldL21_uDir, flangePlateWeldL21_wDir) - - self.flangePlateWeldL21Model = self.flangePlateWeldL21.create_model() - - flangePlateWeldL22Origin = numpy.array( - [-self.flangePlateWeldL.L / 2, -self.flangePlate.W / 2, -(self.beam.D) / 2]) - flangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlateWeldL22.place(flangePlateWeldL22Origin, flangePlateWeldL22_uDir, flangePlateWeldL22_wDir) - - self.flangePlateWeldL22Model = self.flangePlateWeldL22.create_model() - - flangePlateWeldW21Origin = numpy.array([self.flangePlate.L / 2, self.flangePlate.W / 2, -(self.beam.D) / 2]) - flangePlateWeldW21_uDir = numpy.array([0.0, 0.0, -1.0]) - flangePlateWeldW21_wDir = numpy.array([0.0, -1.0, 0.0]) - self.flangePlateWeldW21.place(flangePlateWeldW21Origin, flangePlateWeldW21_uDir, flangePlateWeldW21_wDir) - - self.flangePlateWeldW21Model = self.flangePlateWeldW21.create_model() - - flangePlateWeldW22Origin = numpy.array([-self.flangePlate.L / 2, -self.flangePlate.W / 2, -(self.beam.D) / 2]) - flangePlateWeldW22_uDir = numpy.array([0.0, 0.0, -1.0]) - flangePlateWeldW22_wDir = numpy.array([0.0, 1.0, 0.0]) - self.flangePlateWeldW22.place(flangePlateWeldW22Origin, flangePlateWeldW22_uDir, flangePlateWeldW22_wDir) - - self.flangePlateWeldW22Model = self.flangePlateWeldW22.create_model() - - # Webplate1 (right side) - webPlateWeldL11Origin = numpy.array([-self.webPlateWeldL.L / 2, (self.beam.t) / 2, self.webPlate.W / 2]) - webPlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlateWeldL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.webPlateWeldL11.place(webPlateWeldL11Origin, webPlateWeldL11_uDir, webPlateWeldL11_wDir) - - self.webPlateWeldL11Model = self.webPlateWeldL11.create_model() - - webPlateWeldL12Origin = numpy.array([self.webPlateWeldL.L / 2, (self.beam.t) / 2, -self.webPlate.W / 2]) - webPlateWeldL12_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlateWeldL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.webPlateWeldL12.place(webPlateWeldL12Origin, webPlateWeldL12_uDir, webPlateWeldL12_wDir) - - self.webPlateWeldL12Model = self.webPlateWeldL12.create_model() - - webPlateWeldW11Origin = numpy.array([self.webPlate.L / 2, (self.beam.t) / 2, self.webPlate.W / 2]) - webPlateWeldW11_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlateWeldW11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.webPlateWeldW11.place(webPlateWeldW11Origin, webPlateWeldW11_uDir, webPlateWeldW11_wDir) - - self.webPlateWeldW11Model = self.webPlateWeldW11.create_model() - - webPlateWeldW12Origin = numpy.array([-self.webPlate.L / 2, (self.beam.t) / 2, -self.webPlate.W / 2]) - webPlateWeldW12_uDir = numpy.array([0.0, 1.0, 0.0]) - webPlateWeldW12_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlateWeldW12.place(webPlateWeldW12Origin, webPlateWeldW12_uDir, webPlateWeldW12_wDir) - - self.webPlateWeldW12Model = self.webPlateWeldW12.create_model() - - # Webplate2 - webPlateWeldL21Origin = numpy.array([self.webPlateWeldL.L / 2, -(self.beam.t) / 2, self.webPlate.W / 2]) - webPlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) - webPlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.webPlateWeldL21.place(webPlateWeldL21Origin, webPlateWeldL21_uDir, webPlateWeldL21_wDir) - - self.webPlateWeldL21Model = self.webPlateWeldL21.create_model() - - webPlateWeldL22Origin = numpy.array([-self.webPlateWeldL.L / 2, -(self.beam.t) / 2, -self.webPlate.W / 2]) - webPlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) - webPlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.webPlateWeldL22.place(webPlateWeldL22Origin, webPlateWeldL22_uDir, webPlateWeldL22_wDir) - - self.webPlateWeldL22Model = self.webPlateWeldL22.create_model() - - webPlateWeldW21Origin = numpy.array([self.webPlate.L / 2, -(self.beam.t) / 2, -self.webPlate.W / 2]) - webPlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) - webPlateWeldW21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlateWeldW21.place(webPlateWeldW21Origin, webPlateWeldW21_uDir, webPlateWeldW21_wDir) - - self.webPlateWeldW21Model = self.webPlateWeldW21.create_model() - - webPlateWeldW22Origin = numpy.array([-self.webPlate.L / 2, -(self.beam.t) / 2, self.webPlate.W / 2]) - webPlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) - webPlateWeldW22_wDir = numpy.array([0.0, 0.0, -1.0]) - self.webPlateWeldW22.place(webPlateWeldW22Origin, webPlateWeldW22_uDir, webPlateWeldW22_wDir) - - self.webPlateWeldW22Model = self.webPlateWeldW22.create_model() - - # Todo: Add if statement for inner plate condition - if self.B.preference != 'Outside': - # innerplate1 (right top) - innerFlangePlatespacing = self.flangespace + self.beam.t / 2 + self.beam.R1 - innerflangePlateWeldL11Origin = numpy.array( - [self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, - (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL11_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldL11.place(innerflangePlateWeldL11Origin, innerflangePlateWeldL11_uDir, - innerflangePlateWeldL11_wDir) - - self.innerflangePlateWeldL11Model = self.innerflangePlateWeldL11.create_model() - - innerflangePlateWeldL12Origin = numpy.array( - [-self.innerFlangePlate.L / 2, innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL12_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldL12.place(innerflangePlateWeldL12Origin, innerflangePlateWeldL12_uDir, - innerflangePlateWeldL12_wDir) - - self.innerflangePlateWeldL12Model = self.innerflangePlateWeldL12.create_model() - - innerflangePlateWeldW11Origin = numpy.array( - [self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, - (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldW11_uDir = numpy.array([0.0, 0.0, -1.0]) - innerflangePlateWeldW11_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerflangePlateWeldW11.place(innerflangePlateWeldW11Origin, innerflangePlateWeldW11_uDir, - innerflangePlateWeldW11_wDir) - - self.innerflangePlateWeldW11Model = self.innerflangePlateWeldW11.create_model() - - innerflangePlateWeldW12Origin = numpy.array( - [-self.innerFlangePlate.L / 2, innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldW12_uDir = numpy.array([0.0, 0.0, -1.0]) - innerflangePlateWeldW12_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerflangePlateWeldW12.place(innerflangePlateWeldW12Origin, innerflangePlateWeldW12_uDir, - innerflangePlateWeldW12_wDir) - - self.innerflangePlateWeldW12Model = self.innerflangePlateWeldW12.create_model() - - # innerplate2 (top left) - innerflangePlateWeldL21Origin = numpy.array( - [self.innerFlangePlate.L / 2, -innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldL21_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldL21.place(innerflangePlateWeldL21Origin, innerflangePlateWeldL21_uDir, - innerflangePlateWeldL21_wDir) - - self.innerflangePlateWeldL21Model = self.innerflangePlateWeldL21.create_model() - - innerflangePlateWeldL22Origin = numpy.array( - [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, - (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldL22.place(innerflangePlateWeldL22Origin, innerflangePlateWeldL22_uDir, - innerflangePlateWeldL22_wDir) - - self.innerflangePlateWeldL22Model = self.innerflangePlateWeldL22.create_model() - - innerflangePlateWeldW21Origin = numpy.array( - [self.innerFlangePlate.L / 2, - innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldW21_uDir = numpy.array([0.0, 0.0, -1.0]) - innerflangePlateWeldW21_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerflangePlateWeldW21.place(innerflangePlateWeldW21Origin, innerflangePlateWeldW21_uDir, - innerflangePlateWeldW21_wDir) - - self.innerflangePlateWeldW21Model = self.innerflangePlateWeldW21.create_model() - - innerflangePlateWeldW22Origin = numpy.array( - [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, - (self.beam.D) / 2 - self.beam.T]) - innerflangePlateWeldW22_uDir = numpy.array([0.0, 0.0, -1.0]) - innerflangePlateWeldW22_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerflangePlateWeldW22.place(innerflangePlateWeldW22Origin, innerflangePlateWeldW22_uDir, - innerflangePlateWeldW22_wDir) - - self.innerflangePlateWeldW22Model = self.innerflangePlateWeldW22.create_model() - - # innerplate3 (Right bottom) - innerflangePlateWeldL31Origin = numpy.array( - [-self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, - -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldL31_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL31_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldL31.place(innerflangePlateWeldL31Origin, innerflangePlateWeldL31_uDir, - innerflangePlateWeldL31_wDir) - - self.innerflangePlateWeldL31Model = self.innerflangePlateWeldL31.create_model() - - innerflangePlateWeldL32Origin = numpy.array( - [self.innerFlangePlate.L / 2, innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldL32_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL32_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldL32.place(innerflangePlateWeldL32Origin, innerflangePlateWeldL32_uDir, - innerflangePlateWeldL32_wDir) - - self.innerflangePlateWeldL32Model = self.innerflangePlateWeldL32.create_model() - - innerflangePlateWeldW31Origin = numpy.array( - [self.innerFlangePlate.L / 2, innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldW31_uDir = numpy.array([0.0, 0.0, 1.0]) - innerflangePlateWeldW31_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerflangePlateWeldW31.place(innerflangePlateWeldW31Origin, innerflangePlateWeldW31_uDir, - innerflangePlateWeldW31_wDir) - - self.innerflangePlateWeldW31Model = self.innerflangePlateWeldW31.create_model() - - innerflangePlateWeldW32Origin = numpy.array( - [-self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, - -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldW32_uDir = numpy.array([0.0, 0.0, 1.0]) - innerflangePlateWeldW32_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerflangePlateWeldW32.place(innerflangePlateWeldW32Origin, innerflangePlateWeldW32_uDir, - innerflangePlateWeldW32_wDir) - - self.innerflangePlateWeldW32Model = self.innerflangePlateWeldW32.create_model() - - # innetplate4 (left bottom) - innerflangePlateWeldL41Origin = numpy.array( - [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldL41_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL41_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldL41.place(innerflangePlateWeldL41Origin, innerflangePlateWeldL41_uDir, - innerflangePlateWeldL41_wDir) - - self.innerflangePlateWeldL41Model = self.innerflangePlateWeldL41.create_model() - - innerflangePlateWeldL42Origin = numpy.array( - [self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, - -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldL42_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL42_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldL42.place(innerflangePlateWeldL42Origin, innerflangePlateWeldL42_uDir, - innerflangePlateWeldL42_wDir) - - self.innerflangePlateWeldL42Model = self.innerflangePlateWeldL42.create_model() - - innerflangePlateWeldW41Origin = numpy.array( - [self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, - -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldW41_uDir = numpy.array([0.0, 0.0, 1.0]) - innerflangePlateWeldW41_wDir = numpy.array([0.0, 1.0, 0.0]) - self.innerflangePlateWeldW41.place(innerflangePlateWeldW41Origin, innerflangePlateWeldW41_uDir, - innerflangePlateWeldW41_wDir) - - self.innerflangePlateWeldW41Model = self.innerflangePlateWeldW41.create_model() - - innerflangePlateWeldW42Origin = numpy.array( - [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) - innerflangePlateWeldW42_uDir = numpy.array([0.0, 0.0, 1.0]) - innerflangePlateWeldW42_wDir = numpy.array([0.0, -1.0, 0.0]) - self.innerflangePlateWeldW42.place(innerflangePlateWeldW42Origin, innerflangePlateWeldW42_uDir, - innerflangePlateWeldW42_wDir) - - self.innerflangePlateWeldW42Model = self.innerflangePlateWeldW42.create_model() - - # to cut the welds - weldCutPlateOrigin = numpy.array([0.0, -self.weldCutPlate.W / 2, 0.0]) - weldCutPlate_uDir = numpy.array([1.0, 0.0, 0.0]) - weldCutPlate_wDir = numpy.array([0.0, 1.0, 0.0]) - self.weldCutPlate.place(weldCutPlateOrigin, weldCutPlate_uDir, weldCutPlate_wDir) - - self.weldCutPlateModel = self.weldCutPlate.create_model() - - def get_beam_models(self): - """ - - :return: CAD mode for the beams - """ - beams = BRepAlgoAPI_Fuse(self.beam1Model, self.beam2Model).Shape() - - return beams - - def get_plate_models(self): - """ - :return: CAD model for all the plates - """ - - # Todo: Ad an ifelse statement for outer and inner plates - if self.B.preference != 'Outside': - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, - self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, - self.webPlate1Model, self.webPlate2Model] - else: - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.webPlate1Model, self.webPlate2Model] - plates = plates_sec[0] - - for comp in plates_sec[1:]: - plates = BRepAlgoAPI_Fuse(comp, plates).Shape() - - return plates - - def get_welded_modules(self): - """ - :return: CAD model for all the welds - """ - # Todo: Add an ifelse statement for outer and inner plate wleds - if self.B.preference != 'Outside': - welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, - self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, - self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ - self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, - self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, - self.webPlateWeldW21Model, self.webPlateWeldW22Model, \ - self.innerflangePlateWeldL11Model, self.innerflangePlateWeldL12Model, - self.innerflangePlateWeldL21Model, self.innerflangePlateWeldL22Model, - self.innerflangePlateWeldL31Model, self.innerflangePlateWeldL32Model, - self.innerflangePlateWeldL41Model, self.innerflangePlateWeldL42Model, \ - self.innerflangePlateWeldW11Model, self.innerflangePlateWeldW12Model, - self.innerflangePlateWeldW21Model, self.innerflangePlateWeldW22Model, - self.innerflangePlateWeldW31Model, self.innerflangePlateWeldW32Model, - self.innerflangePlateWeldW41Model, self.innerflangePlateWeldW42Model] - else: - welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, - self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, - self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ - self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, - self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, - self.webPlateWeldW21Model, self.webPlateWeldW22Model] - - welds = welded_sec[0] - - for comp in welded_sec[1:]: - welds = BRepAlgoAPI_Fuse(comp, welds).Shape() - - welds = BRepAlgoAPI_Cut(welds, self.weldCutPlateModel).Shape() - - return welds - # return self.webPlateWeldW22Model - - def get_models(self): - beams = self.get_beam_models() - plate_conectors = self.get_plate_models() - welds = self.get_welded_modules() - - CAD = BRepAlgoAPI_Fuse(beams, plate_conectors).Shape() - CAD = BRepAlgoAPI_Fuse(CAD, welds).Shape() - - return CAD - -if __name__ == '__main__': - from cad.items.ISection import ISection - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld - - import OCC.Core.V3d - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - beam = ISection(B=250, T=13.5, D=450, t=9.8, R1=15, R2=75, alpha=94, length=1000, notchObj=None) - flangePlate = Plate(L=550, W=210, T=14) - innerFlangePlate = Plate(L=550, W=80, T=14) - webPlate = Plate(L=365, W=170, T=8) - gap = 10 - - flangePlateWeldL = FilletWeld(h=5, b=5, L=flangePlate.L) - flangePlateWeldW = FilletWeld(h=5, b=5, L=flangePlate.W) - - innerflangePlateWeldL = FilletWeld(h=5, b=5, L=innerFlangePlate.L) - innerflangePlateWeldW = FilletWeld(h=5, b=5, L=innerFlangePlate.W) - - webPlateWeldL = FilletWeld(h=5, b=5, L=webPlate.L) - webPlateWeldW = FilletWeld(h=5, b=5, L=webPlate.W) - - BBSpliceCoverPlateCAD = BBSpliceCoverPlateWeldedCAD(beam, flangePlate, innerFlangePlate, webPlate, gap, - flangePlateWeldL, flangePlateWeldW, innerflangePlateWeldL, - innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) - - BBSpliceCoverPlateCAD.create_3DModel() - beam = BBSpliceCoverPlateCAD.get_beam_models() - plates = BBSpliceCoverPlateCAD.get_plate_models() - welds = BBSpliceCoverPlateCAD.get_welded_modules() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - # display.View.Rotate(45, 90, 45) - display.DisplayShape(beam, update=True) - display.DisplayShape(plates, color='BLUE', update=True) - display.DisplayShape(welds, color='RED', update=True) - - display.DisableAntiAliasing() - start_display() diff --git a/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py b/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py deleted file mode 100644 index ff2189b82..000000000 --- a/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py +++ /dev/null @@ -1,384 +0,0 @@ -""" -created on 02-06-2020 -@auther: Anand Swaroop -""" - -import numpy as np -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.ModelUtils import getGpPt -from cad.items.bolt import Bolt -from cad.items.nut import Nut - - -class NutBoltArray(object): - def __init__(self, Obj, column, nut, bolt, nut_space): - - self.Obj = Obj - self.column = column - self.nut = nut - self.bolt = bolt - self.gap = nut_space - - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.initBoltPlaceParams(Obj) - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - - self.models = [] - - def initialiseNutBolts(self): - """ - Initialise the Nut and Bolt - """ - b = self.bolt - n = self.nut - for i in range(self.numOfBolts): - bolt_length_required = float(b.T + self.gap) - b.H = bolt_length_required + (bolt_length_required - 5) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self, Obj): - self.row = int(Obj.n_bw) # int(Obj.n_bw) # 4 # #4 - self.col = int(Obj.n_bf) * 2 # 2 # int(Obj.n_bf * 2) #4 # #4 - self.webcol = 2 - self.numOfBolts = Obj.no_bolts # 12 # - self.endDist = Obj.end_dist - - self.pitch = Obj.pitch - self.p2flange = Obj.p_2_flange - self.p2web = Obj.p_2_web - # self.webColgauge = 2 * self.endDist + self.column.t - self.edgeDist = self.column.B / 2 - self.endDist - self.column.t / 2 - # todo for flush plate - if Obj.connection == "Flush End Plate": - if self.row == 2: - self.pitchDist = [self.endDist + self.column.T, self.p2web] - elif self.row == 3: - self.pitchDist = [self.endDist + self.column.T, self.p2web, self.p2web] - elif self.row == 4: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.p2web, self.pitch] - elif self.row == 5: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.p2web, self.p2web, self.pitch] - - elif self.row == 6: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch] - elif self.row == 7: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch] - elif self.row == 8: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch] - elif self.row == 9: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch] - elif self.row == 10: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 11: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.pitch,self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 12: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 13: - self.pitchDist = [self.endDist + self.column.T, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 14: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 15: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 16: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 17: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 18: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 19: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - elif self.row == 20: - self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] - - - elif Obj.connection == "Extended Both Ways": - self.row = self.row + 2 - if self.row == 4: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.p2web, - 2 * self.endDist + self.column.T] - elif self.row == 5: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.p2web, self.p2web, - 2 * self.endDist + self.column.T] - elif self.row == 6: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, - self.p2web, self.pitch, 2 * self.endDist + self.column.T] - elif self.row == 7: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, - self.p2web, self.p2web, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 8: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - elif self.row == 9: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 10: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 11: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 12: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 13: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 14: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 15: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 16: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 17: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 18: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 19: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch,self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch,self.pitch, self.pitch, - self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 20: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 21: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch,self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch,self.pitch, self.pitch, - self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - elif self.row == 22: - self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, - self.pitch, self.pitch, 2 * self.endDist + self.column.T] - - if self.col == 2: - self.gauge = [self.edgeDist, 2 * self.endDist + self.column.t] # end+T+end - - elif self.col == 4: - self.gauge = [self.endDist, self.p2flange, 2 * self.endDist + self.column.t, self.p2flange] - elif self.col == 6: - self.gauge = [self.endDist, self.p2flange, self.p2flange, 2 * self.endDist + self.column.t, self.p2flange, - self.p2flange] - - elif self.col == 8: - self.gauge = [self.endDist, self.pitch, self.p2flange, self.pitch, 2 * self.endDist + self.column.t, - self.pitch, self.p2flange, self.pitch] - - elif self.col == 10: - self.gauge = [self.endDist, self.pitch, self.p2flange, self.p2flange, self.pitch, - self.column.t + 2 * self.endDist, self.pitch, self.p2flange, self.p2flange, self.pitch] - - elif self.col == 12: - self.gauge = [self.endDist, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, 2 * self.endDist + self.column.t, - self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch] - - elif self.col == 14: - self.gauge = [self.endDist, self.pitch, self.pitch, self.p2flange, self.p2flange, self.pitch, self.pitch, 2 * self.endDist + self.column.t, - self.pitch, self.pitch, self.p2flange, self.p2flange, self.pitch, self.pitch] - - elif self.col == 16: - self.gauge = [self.endDist, self.pitch, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.t, - self.pitch, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, self.pitch] - - def calculatePositions(self): - self.positions = [] - - # Todo: if member == flush: - self.boltOrigin = self.origin # + (self.edgeDist + self.column.t) * self.gaugeDir - # self.boltOrigin = self.boltOrigin # + self.endDist * self.pitchDir - xrow = 0.0 - for rw in range(self.row): - xcol = 0.0 - xrow = xrow.__add__(self.pitchDist[rw]) - if self.Obj.connection == "Flush End Plate": - if rw == 0 or rw == self.row - 1: - for col in range(self.col): - xcol = xcol.__add__(self.gauge[col]) - pos = self.boltOrigin - pos = pos + xrow * self.pitchDir - pos = pos + xcol * self.gaugeDir - - self.positions.append(pos) - - else: - for col in range(self.webcol): - # xcol = xcol.__add__(self.gauge[col]) - pos = self.boltOrigin + self.edgeDist * self.gaugeDir - pos = pos + xrow * self.pitchDir - pos = pos + col * (2 * self.endDist + self.column.t) * self.gaugeDir - - self.positions.append(pos) - - else: - if rw == 0 or rw == 1 or rw == self.row - 1 or rw == self.row - 2: - for col in range(self.col): - xcol = xcol.__add__(self.gauge[col]) - pos = self.boltOrigin - pos = pos + xrow * self.pitchDir - pos = pos + xcol * self.gaugeDir - - self.positions.append(pos) - - else: - for col in range(self.webcol): - # xcol = xcol.__add__(self.gauge[col]) - pos = self.boltOrigin + self.edgeDist * self.gaugeDir - pos = pos + xrow * self.pitchDir - pos = pos + col * (2 * self.endDist + self.column.t) * self.gaugeDir - - self.positions.append(pos) - - def place(self, origin, gaugeDir, pitchDir, boltDir): - """ - :param origin: Origin for bolt placement - :param gaugeDir: gauge distance direction - :param pitchDir: pitch distance direction - :param boltDir: bolts screwing direction - :return: - """ - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions() - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, - -boltDir) # gap here is between bolt head and nut - - def create_model(self): - """ - - :return: cad model of nut bolt arrangement - """ - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) # TODO : know why sphere is appended to the model (by Anand Swaroop) - self.models.append(dbg) - - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - def dbgSphere(self, pt): - """ - TODO : know why sphere is appended to the model, if no reason than remove sphere from all the cad files (by Anand Swaroop) - :param pt: pt of origin for the nut bol placement - :return: returns the sphere - """ - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - """ - - :return: cad model for nut and bolt arrangement - """ - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - bolt = Bolt(R=6, T=5, H=6, r=3) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - Obj = '6' - - nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) - - nut_bolt_array.place(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir) - nut_bolt_array.create_model() - - array = nut_bolt_array.get_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, color='YELLOW', update=True) - # display.DisplayShape(parray, color= 'BLUE', update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py b/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py deleted file mode 100644 index 55987600e..000000000 --- a/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py +++ /dev/null @@ -1,280 +0,0 @@ -""" -created on 14-04-2020 - -""" - -import numpy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut -import copy - -class CCSpliceCoverPlateBoltedCAD(object): - def __init__(self, C, column, flangePlate, innerFlangePlate, webPlate, nut_bolt_array_AF, nut_bolt_array_BF, nut_bolt_array_Web): - - self.C = C - self.column = column - self.flangePlate = flangePlate - self.innerFlangePlate = innerFlangePlate - self.webPlate = webPlate - self.nut_bolt_array_AF = nut_bolt_array_AF - self.nut_bolt_array_BF = nut_bolt_array_BF - self.nut_bolt_array_Web = nut_bolt_array_Web - - self.gap = float(self.C.flange_plate.gap) - - - self.column1 = copy.deepcopy(self.column) - self.column2 = copy.deepcopy(self.column) - - self.flangePlate1 = copy.deepcopy(self.flangePlate) - self.flangePlate2 = copy.deepcopy(self.flangePlate) - - self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) - - self.webPlate1 = copy.deepcopy(self.webPlate) - self.webPlate2 = copy.deepcopy(self.webPlate) - - def create_3DModel(self): - ''' - :return: CAD model of each of the followings. Debugging each command below would give give clear picture - ''' - - self.createColumnGeometry() - self.createPlateGeometry() - self.create_nut_bolt_array() - - def createColumnGeometry(self): - """ - - :return: Geometric Orientation of this component - """ - column1Origin = numpy.array([0.0, 0.0, self.gap/2]) - column1_uDir = numpy.array([1.0, 0.0, 0.0]) - column1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.column1.place(column1Origin, column1_uDir, column1_wDir) - - self.column1Model = self.column1.create_model() - - column2Origin = numpy.array([0.0, 0.0, -self.gap/2]) - column2_uDir = numpy.array([1.0, 0.0, 0.0]) - column2_wDir = numpy.array([0.0, 0.0, -1.0]) - self.column2.place(column2Origin, column2_uDir, column2_wDir) - - self.column2Model = self.column2.create_model() - - def createPlateGeometry(self): - flangePlate1Origin = numpy.array([-self.flangePlate.W/2, (self.column.D + self.flangePlate.T)/2, 0.0]) - flangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) - - self.flangePlate1Model = self.flangePlate1.create_model() - - flangePlate2Origin = numpy.array([-self.flangePlate.W/2, -(self.column.D + self.flangePlate.T)/2, 0.0]) - flangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) - - self.flangePlate2Model = self.flangePlate2.create_model() - - webPlate1Origin = numpy.array([(self.column.t + self.webPlate.T)/2, -self.webPlate.W/2, 0.0]) - webPlate1_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlate1_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) - - self.webPlate1Model = self.webPlate1.create_model() - - webPlate2Origin = numpy.array([-(self.column.t + self.webPlate.T)/2, -self.webPlate.W/2, 0.0]) - webPlate2_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlate2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) - - self.webPlate2Model = self.webPlate2.create_model() - - if self.C.preference != 'Outside': - innerFlangePlatespacing = self.column.B/2 - self.innerFlangePlate.W - innerFlangePlate1Origin = numpy.array([innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T)/2 - self.column.T, 0.0]) - innerFlangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) - - self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() - - innerFlangePlate2Origin = numpy.array([innerFlangePlatespacing, -(self.column.D - self.innerFlangePlate.T)/2 + self.column.T, 0.0]) - innerFlangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) - - self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() - - innerFlangePlate3Origin = numpy.array([-innerFlangePlatespacing, -(self.column.D --- self.innerFlangePlate.T)/2 + self.column.T, 0.0]) - innerFlangePlate3_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate3_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) - - self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() - - innerFlangePlate4Origin = numpy.array([-innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T)/2 - self.column.T, 0.0]) - innerFlangePlate4_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate4_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) - - self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() - - - def create_nut_bolt_array(self): - - nutBoltOriginAF = self.flangePlate1.sec_origin + numpy.array([0.0, self.flangePlate.T/2, -self.flangePlate.L/2]) - - gaugeDirAF = numpy.array([1.0, 0, 0]) - pitchDirAF = numpy.array([0, 0.0, 1.0]) - boltDirAF = numpy.array([0, -1.0, 0.0]) - width = self.column.B - self.nut_bolt_array_AF.placeAF(nutBoltOriginAF, gaugeDirAF, pitchDirAF, boltDirAF, width) - self.nut_bolt_array_AF.create_modelAF() - - nutBoltOriginBF = self.flangePlate2.sec_origin + numpy.array([0.0, -self.flangePlate.T/2, -self.flangePlate.L/2]) - - gaugeDirBF = numpy.array([1.0, 0, 0]) - pitchDirBF = numpy.array([0, 0.0, 1.0]) - boltDirBF = numpy.array([0, 1.0, 0.0]) - width = self.column.B - self.nut_bolt_array_BF.placeBF(nutBoltOriginBF, gaugeDirBF, pitchDirBF, boltDirBF, width) - self.nut_bolt_array_BF.create_modelBF() - - boltWeb_X = self.webPlate.T / 2 - boltWeb_Y = self.webPlate.W - nutBoltOriginW = self.webPlate1.sec_origin + numpy.array([boltWeb_X, boltWeb_Y, -self.webPlate.L/2]) - gaugeDirW = numpy.array([0, 0.0, 1.0]) - pitchDirW = numpy.array([0, -1.0, .0]) - boltDirW = numpy.array([-1.0, 0, 0]) - self.nut_bolt_array_Web.placeW(nutBoltOriginW, gaugeDirW, pitchDirW, boltDirW) - self.nut_bolt_array_Web.create_modelW() - - return nutBoltOriginAF - - - def get_column_models(self): - """ - - :return: CAD mode for the columns - """ - columns = BRepAlgoAPI_Fuse(self.column1Model, self.column2Model).Shape() - - return columns - - def get_plate_models(self): - """ - :return: CAD model for all the plates - """ - if self.C.preference != 'Outside': - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, - self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, - self.webPlate1Model, self.webPlate2Model] - else: - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, - self.webPlate1Model, self.webPlate2Model] - - plates = plates_sec[0] - - for comp in plates_sec[1:]: - plates = BRepAlgoAPI_Fuse(comp, plates).Shape() - - return plates - - def get_nut_bolt_models(self): - """ - :return: CAD model for all nut_bolt_arrangments - """ - nut_bolts_AF = self.nut_bolt_array_AF.get_modelsAF() - array_AF = nut_bolts_AF[0] - for comp in nut_bolts_AF: - array_AF = BRepAlgoAPI_Fuse(comp, array_AF).Shape() - - nut_bolts_BF = self.nut_bolt_array_BF.get_modelsBF() - array_BF = nut_bolts_BF[0] - for comp in nut_bolts_BF: - array_BF = BRepAlgoAPI_Fuse(comp, array_BF).Shape() - - nut_bolts_W = self.nut_bolt_array_Web.get_modelsW() - array_W = nut_bolts_W[0] - for comp in nut_bolts_W: - array_W = BRepAlgoAPI_Fuse(comp, array_W).Shape() - - nut_bolts_array = BRepAlgoAPI_Fuse(array_AF, array_BF).Shape() - nut_bolts_array = BRepAlgoAPI_Fuse(nut_bolts_array, array_W).Shape() - - return nut_bolts_array - - def get_only_column_models(self): - columns = self.get_column_models() - nutbolt = self.get_nut_bolt_models() - - onlycolumn = BRepAlgoAPI_Cut(columns, nutbolt).Shape() - - return onlycolumn - - def get_models(self): - columns = self.get_column_models() - plate_conectors = self.get_plate_models() - - CAD = BRepAlgoAPI_Fuse(columns, plate_conectors).Shape() - - return CAD - -if __name__ == '__main__': - from cad.items.ISection import ISection - from cad.items.plate import Plate - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_AF import NutBoltArray_AF - from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_BF import NutBoltArray_BF - from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_Web import NutBoltArray_Web - import numpy - - import OCC.Core.V3d - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - display, start_display, add_menu, add_function_to_menu = init_display() - - column = ISection(B= 206.4, T= 17.3, D= 215.8, t= 10, R1= 15, R2= 75, alpha= 94, length= 1000, notchObj= None) - flangePlate = Plate(L= 240, W= 203.6, T= 10) - innerFlangePlate = Plate(L= 240, W= 85, T= 10) - webPlate = Plate(L= 600, W= 120, T= 8) - gap = 10 - - bolt = Bolt(R=12, T=5, H=6, r=6) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 2*flangePlate.T + column.T - Obj = '6' - numOfboltsF = 24 - plateAbvFlangeL = 100 - - nut_bolt_array_AF = NutBoltArray_AF(Obj, nut, bolt, numOfboltsF, nut_space) - nut_bolt_array_BF = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space) - numOfboltsF = 24 - nut_space = 2 * webPlate.T + column.t - nut_bolt_array_Web = NutBoltArray_Web(Obj, nut, bolt, numOfboltsF, nut_space) - - CCSpliceCoverPlateCAD = CCSpliceCoverPlateBoltedCAD(column, flangePlate, innerFlangePlate, webPlate, gap, nut_bolt_array_AF, nut_bolt_array_BF, nut_bolt_array_Web) - - CCSpliceCoverPlateCAD.create_3DModel() - column = CCSpliceCoverPlateCAD.get_column_models() - plates = CCSpliceCoverPlateCAD.get_plate_models() - nut_bolt_array = CCSpliceCoverPlateCAD.get_nut_bolt_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - - # display.View.Rotate(45, 90, 45) - display.DisplayShape(column, update=True) - display.DisplayColoredShape(plates, color='BLUE', update=True) - display.DisplayShape(nut_bolt_array, color='YELLOW', update=True) - - display.DisableAntiAliasing() - start_display() \ No newline at end of file diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py b/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py deleted file mode 100644 index 0a8ab2201..000000000 --- a/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py +++ /dev/null @@ -1,596 +0,0 @@ -""" -created on 14-04-2020 - -""" - -import numpy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut -from cad.items.plate import Plate -import copy - - -class CCSpliceCoverPlateWeldedCAD(object): - def __init__(self, C, column, flangePlate, innerFlangePlate, webPlate, flangePlateWeldL, flangePlateWeldW, - innerflangePlateWeldL, innerflangePlateWeldW, webPlateWeldL, webPlateWeldW): - - self.C = C - self.column = column - self.flangePlate = flangePlate - self.innerFlangePlate = innerFlangePlate - self.webPlate = webPlate - self.flangePlateWeldL = flangePlateWeldL - self.flangePlateWeldW = flangePlateWeldW - self.webPlateWeldL = webPlateWeldL - self.webPlateWeldW = webPlateWeldW - self.innerflangePlateWeldL = innerflangePlateWeldL - self.innerflangePlateWeldW = innerflangePlateWeldW - - self.gap = float(self.C.flange_plate.gap) - self.flangespace = float(self.C.flangespace) - self.webspace = float(self.C.webspace) - - self.column1 = copy.deepcopy(self.column) - self.column2 = copy.deepcopy(self.column) - - self.flangePlate1 = copy.deepcopy(self.flangePlate) - self.flangePlate2 = copy.deepcopy(self.flangePlate) - - self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) - self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) - - self.webPlate1 = copy.deepcopy(self.webPlate) - self.webPlate2 = copy.deepcopy(self.webPlate) - - # nuber top to bottom - self.flangePlateWeldL11 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL12 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL21 = copy.deepcopy(self.flangePlateWeldL) - self.flangePlateWeldL22 = copy.deepcopy(self.flangePlateWeldL) - - self.flangePlateWeldW11 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW12 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW21 = copy.deepcopy(self.flangePlateWeldW) - self.flangePlateWeldW22 = copy.deepcopy(self.flangePlateWeldW) - - # Todo: update numbering - self.webPlateWeldL11 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL12 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL21 = copy.deepcopy(self.webPlateWeldL) - self.webPlateWeldL22 = copy.deepcopy(self.webPlateWeldL) - - self.webPlateWeldW11 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW12 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW21 = copy.deepcopy(self.webPlateWeldW) - self.webPlateWeldW22 = copy.deepcopy(self.webPlateWeldW) - - # numbering is clock wise starting from right side top plate - self.innerflangePlateWeldL11 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL12 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL21 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL22 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL31 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL32 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL41 = copy.deepcopy(self.innerflangePlateWeldL) - self.innerflangePlateWeldL42 = copy.deepcopy(self.innerflangePlateWeldL) - - self.innerflangePlateWeldW11 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW12 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW21 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW22 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW31 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW32 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW41 = copy.deepcopy(self.innerflangePlateWeldW) - self.innerflangePlateWeldW42 = copy.deepcopy(self.innerflangePlateWeldW) - - self.weldCutPlate = Plate(L=self.column.D + 4 * self.flangePlate.T, W=self.column.B + 2 * self.flangePlate.T, - T=self.gap) - - def create_3DModel(self): - ''' - :return: CAD model of each of the followings. Debugging each command below would give give clear picture - ''' - - self.createColumnGeometry() - self.createPlateGeometry() - self.createWeldedGeometry() - - - def createColumnGeometry(self): - """ - - :return: Geometric Orientation of this component - """ - column1Origin = numpy.array([0.0, 0.0, self.gap / 2]) - column1_uDir = numpy.array([1.0, 0.0, 0.0]) - column1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.column1.place(column1Origin, column1_uDir, column1_wDir) - - self.column1Model = self.column1.create_model() - - column2Origin = numpy.array([0.0, 0.0, -self.gap / 2]) - column2_uDir = numpy.array([1.0, 0.0, 0.0]) - column2_wDir = numpy.array([0.0, 0.0, -1.0]) - self.column2.place(column2Origin, column2_uDir, column2_wDir) - - self.column2Model = self.column2.create_model() - - def createPlateGeometry(self): - flangePlate1Origin = numpy.array([-self.flangePlate.W / 2, (self.column.D + self.flangePlate.T) / 2, 0.0]) - flangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) - - self.flangePlate1Model = self.flangePlate1.create_model() - - flangePlate2Origin = numpy.array([-self.flangePlate.W / 2, -(self.column.D + self.flangePlate.T) / 2, 0.0]) - flangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) - - self.flangePlate2Model = self.flangePlate2.create_model() - - webPlate1Origin = numpy.array([(self.column.t + self.webPlate.T) / 2, -self.webPlate.W / 2, 0.0]) - webPlate1_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlate1_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) - - self.webPlate1Model = self.webPlate1.create_model() - - webPlate2Origin = numpy.array([-(self.column.t + self.webPlate.T) / 2, -self.webPlate.W / 2, 0.0]) - webPlate2_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlate2_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) - - self.webPlate2Model = self.webPlate2.create_model() - - if self.C.preference != 'Outside': - innerFlangePlatespacing = self.flangespace + self.column.t / 2 + self.column.R1 - innerFlangePlate1Origin = numpy.array( - [innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T) / 2 - self.column.T, 0.0]) - innerFlangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) - - self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() - - innerFlangePlate2Origin = numpy.array( - [innerFlangePlatespacing, -(self.column.D - self.innerFlangePlate.T) / 2 + self.column.T, 0.0]) - innerFlangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) - - self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() - - innerFlangePlate3Origin = numpy.array( - [-innerFlangePlatespacing, -(self.column.D - -- self.innerFlangePlate.T) / 2 + self.column.T, 0.0]) - innerFlangePlate3_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate3_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) - - self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() - - innerFlangePlate4Origin = numpy.array( - [-innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T) / 2 - self.column.T, 0.0]) - innerFlangePlate4_uDir = numpy.array([0.0, 1.0, 0.0]) - innerFlangePlate4_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) - - self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() - - def createWeldedGeometry(self): - - # Flangeplate1 - flangePlateWeldL11Origin = numpy.array( - [self.flangePlate.W / 2, (self.column.D) / 2, self.flangePlateWeldL.L / 2]) - flangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldL11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.flangePlateWeldL11.place(flangePlateWeldL11Origin, flangePlateWeldL11_uDir, flangePlateWeldL11_wDir) - - self.flangePlateWeldL11Model = self.flangePlateWeldL11.create_model() - - flangePlateWeldL12Origin = numpy.array( - [-self.flangePlate.W / 2, (self.column.D) / 2, -self.flangePlateWeldL.L / 2]) - flangePlateWeldL12_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldL12_wDir = numpy.array([0.0, 0.0, 1.0]) - self.flangePlateWeldL12.place(flangePlateWeldL12Origin, flangePlateWeldL12_uDir, flangePlateWeldL12_wDir) - - self.flangePlateWeldL12Model = self.flangePlateWeldL12.create_model() - - flangePlateWeldW11Origin = numpy.array( - [-self.flangePlate.W / 2, (self.column.D) / 2, self.flangePlateWeldL.L / 2]) - flangePlateWeldW11_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldW11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlateWeldW11.place(flangePlateWeldW11Origin, flangePlateWeldW11_uDir, flangePlateWeldW11_wDir) - - self.flangePlateWeldW11Model = self.flangePlateWeldW11.create_model() - - flangePlateWeldW12Origin = numpy.array( - [self.flangePlate.W / 2, (self.column.D) / 2, -self.flangePlateWeldL.L / 2]) - flangePlateWeldW12_uDir = numpy.array([0.0, 1.0, 0.0]) - flangePlateWeldW12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.flangePlateWeldW12.place(flangePlateWeldW12Origin, flangePlateWeldW12_uDir, flangePlateWeldW12_wDir) - - self.flangePlateWeldW12Model = self.flangePlateWeldW12.create_model() - - # FlangePlate2 - flangePlateWeldL21Origin = numpy.array( - [self.flangePlate.W / 2, -(self.column.D) / 2, -self.flangePlateWeldL.L / 2]) - flangePlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.flangePlateWeldL21.place(flangePlateWeldL21Origin, flangePlateWeldL21_uDir, flangePlateWeldL21_wDir) - - self.flangePlateWeldL21Model = self.flangePlateWeldL21.create_model() - - flangePlateWeldL22Origin = numpy.array( - [-self.flangePlate.W / 2, -(self.column.D) / 2, self.flangePlateWeldL.L / 2]) - flangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) - self.flangePlateWeldL22.place(flangePlateWeldL22Origin, flangePlateWeldL22_uDir, flangePlateWeldL22_wDir) - - self.flangePlateWeldL22Model = self.flangePlateWeldL22.create_model() - - flangePlateWeldW21Origin = numpy.array( - [self.flangePlate.W / 2, -(self.column.D) / 2, self.flangePlateWeldL.L / 2]) - flangePlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldW21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.flangePlateWeldW21.place(flangePlateWeldW21Origin, flangePlateWeldW21_uDir, flangePlateWeldW21_wDir) - - self.flangePlateWeldW21Model = self.flangePlateWeldW21.create_model() - - flangePlateWeldW22Origin = numpy.array( - [-self.flangePlate.W / 2, -(self.column.D) / 2, -self.flangePlateWeldL.L / 2]) - flangePlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) - flangePlateWeldW22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.flangePlateWeldW22.place(flangePlateWeldW22Origin, flangePlateWeldW22_uDir, flangePlateWeldW22_wDir) - - self.flangePlateWeldW22Model = self.flangePlateWeldW22.create_model() - - # Webplate1 (right side) - webPlateWeldL11Origin = numpy.array([(self.column.t) / 2, self.webPlate.W / 2, -self.webPlate.L / 2]) - webPlateWeldL11_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlateWeldL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlateWeldL11.place(webPlateWeldL11Origin, webPlateWeldL11_uDir, webPlateWeldL11_wDir) - - self.webPlateWeldL11Model = self.webPlateWeldL11.create_model() - - webPlateWeldL12Origin = numpy.array([(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) - webPlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) - webPlateWeldL12_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlateWeldL12.place(webPlateWeldL12Origin, webPlateWeldL12_uDir, webPlateWeldL12_wDir) - - self.webPlateWeldL12Model = self.webPlateWeldL12.create_model() - - webPlateWeldW11Origin = numpy.array([(self.column.t) / 2, self.webPlate.W / 2, self.webPlate.L / 2]) - webPlateWeldW11_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlateWeldW11_wDir = numpy.array([0.0, -1.0, 0.0]) - self.webPlateWeldW11.place(webPlateWeldW11Origin, webPlateWeldW11_uDir, webPlateWeldW11_wDir) - - self.webPlateWeldW11Model = self.webPlateWeldW11.create_model() - - webPlateWeldW12Origin = numpy.array([(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) - webPlateWeldW12_uDir = numpy.array([1.0, 0.0, 0.0]) - webPlateWeldW12_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlateWeldW12.place(webPlateWeldW12Origin, webPlateWeldW12_uDir, webPlateWeldW12_wDir) - - self.webPlateWeldW12Model = self.webPlateWeldW12.create_model() - - # Webplate2 - webPlateWeldL21Origin = numpy.array([-(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) - webPlateWeldL21_uDir = numpy.array([-1.0, 0.0, 0.0]) - webPlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.webPlateWeldL21.place(webPlateWeldL21Origin, webPlateWeldL21_uDir, webPlateWeldL21_wDir) - - self.webPlateWeldL21Model = self.webPlateWeldL21.create_model() - - webPlateWeldL22Origin = numpy.array([-(self.column.t) / 2, self.webPlate.W / 2, self.webPlate.L / 2]) - webPlateWeldL22_uDir = numpy.array([-1.0, 0.0, 0.0]) - webPlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) - self.webPlateWeldL22.place(webPlateWeldL22Origin, webPlateWeldL22_uDir, webPlateWeldL22_wDir) - - self.webPlateWeldL22Model = self.webPlateWeldL22.create_model() - - webPlateWeldW21Origin = numpy.array([-(self.column.t) / 2, -self.webPlate.W / 2, self.webPlate.L / 2]) - webPlateWeldW21_uDir = numpy.array([-1.0, 0.0, 0.0]) - webPlateWeldW21_wDir = numpy.array([0.0, 1.0, 0.0]) - self.webPlateWeldW21.place(webPlateWeldW21Origin, webPlateWeldW21_uDir, webPlateWeldW21_wDir) - - self.webPlateWeldW21Model = self.webPlateWeldW21.create_model() - - webPlateWeldW22Origin = numpy.array([-(self.column.t) / 2, self.webPlate.W / 2, -self.webPlate.L / 2]) - webPlateWeldW22_uDir = numpy.array([-1.0, 0.0, 0.0]) - webPlateWeldW22_wDir = numpy.array([0.0, -1.0, 0.0]) - self.webPlateWeldW22.place(webPlateWeldW22Origin, webPlateWeldW22_uDir, webPlateWeldW22_wDir) - - self.webPlateWeldW22Model = self.webPlateWeldW22.create_model() - - if self.C.preference != 'Outside': - # innerplate1 (right top) - innerFlangePlatespacing = self.flangespace + self.column.t / 2 + self.column.R1 - innerflangePlateWeldL11Origin = numpy.array( - [innerFlangePlatespacing + self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, - -self.innerFlangePlate.L / 2]) - innerflangePlateWeldL11_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.innerflangePlateWeldL11.place(innerflangePlateWeldL11Origin, innerflangePlateWeldL11_uDir, - innerflangePlateWeldL11_wDir) - - self.innerflangePlateWeldL11Model = self.innerflangePlateWeldL11.create_model() - - innerflangePlateWeldL12Origin = numpy.array( - [innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, self.innerFlangePlate.L / 2]) - innerflangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL12_wDir = numpy.array([0.0, 0.0, -1.0]) - self.innerflangePlateWeldL12.place(innerflangePlateWeldL12Origin, innerflangePlateWeldL12_uDir, - innerflangePlateWeldL12_wDir) - - self.innerflangePlateWeldL12Model = self.innerflangePlateWeldL12.create_model() - - innerflangePlateWeldW11Origin = numpy.array( - [innerFlangePlatespacing + self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, - self.innerFlangePlate.L / 2]) - innerflangePlateWeldW11_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldW11_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldW11.place(innerflangePlateWeldW11Origin, innerflangePlateWeldW11_uDir, - innerflangePlateWeldW11_wDir) - - self.innerflangePlateWeldW11Model = self.innerflangePlateWeldW11.create_model() - - innerflangePlateWeldW12Origin = numpy.array( - [innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, -self.innerFlangePlate.L / 2]) - innerflangePlateWeldW12_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldW12_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldW12.place(innerflangePlateWeldW12Origin, innerflangePlateWeldW12_uDir, - innerflangePlateWeldW12_wDir) - - self.innerflangePlateWeldW12Model = self.innerflangePlateWeldW12.create_model() - - # innerplate2 (top left) - innerflangePlateWeldL21Origin = numpy.array( - [-innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, -self.innerFlangePlate.L / 2]) - innerflangePlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.innerflangePlateWeldL21.place(innerflangePlateWeldL21Origin, innerflangePlateWeldL21_uDir, - innerflangePlateWeldL21_wDir) - - self.innerflangePlateWeldL21Model = self.innerflangePlateWeldL21.create_model() - - innerflangePlateWeldL22Origin = numpy.array( - [-innerFlangePlatespacing - self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, - self.innerFlangePlate.L / 2]) - innerflangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) - self.innerflangePlateWeldL22.place(innerflangePlateWeldL22Origin, innerflangePlateWeldL22_uDir, - innerflangePlateWeldL22_wDir) - - self.innerflangePlateWeldL22Model = self.innerflangePlateWeldL22.create_model() - - innerflangePlateWeldW21Origin = numpy.array( - [-innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, self.innerFlangePlate.L / 2]) - innerflangePlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldW21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldW21.place(innerflangePlateWeldW21Origin, innerflangePlateWeldW21_uDir, - innerflangePlateWeldW21_wDir) - - self.innerflangePlateWeldW21Model = self.innerflangePlateWeldW21.create_model() - - innerflangePlateWeldW22Origin = numpy.array( - [-innerFlangePlatespacing - self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, - -self.innerFlangePlate.L / 2]) - innerflangePlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) - innerflangePlateWeldW22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldW22.place(innerflangePlateWeldW22Origin, innerflangePlateWeldW22_uDir, - innerflangePlateWeldW22_wDir) - - self.innerflangePlateWeldW22Model = self.innerflangePlateWeldW22.create_model() - - # innerplate3 (Right bottom) - innerflangePlateWeldL31Origin = numpy.array( - [innerFlangePlatespacing + self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, - self.innerFlangePlate.L / 2]) - innerflangePlateWeldL31_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL31_wDir = numpy.array([0.0, 0.0, -1.0]) - self.innerflangePlateWeldL31.place(innerflangePlateWeldL31Origin, innerflangePlateWeldL31_uDir, - innerflangePlateWeldL31_wDir) - - self.innerflangePlateWeldL31Model = self.innerflangePlateWeldL31.create_model() - - innerflangePlateWeldL32Origin = numpy.array( - [innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, -self.innerFlangePlate.L / 2]) - innerflangePlateWeldL32_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL32_wDir = numpy.array([0.0, 0.0, 1.0]) - self.innerflangePlateWeldL32.place(innerflangePlateWeldL32Origin, innerflangePlateWeldL32_uDir, - innerflangePlateWeldL32_wDir) - - self.innerflangePlateWeldL32Model = self.innerflangePlateWeldL32.create_model() - - innerflangePlateWeldW31Origin = numpy.array( - [innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, self.innerFlangePlate.L / 2]) - innerflangePlateWeldW31_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldW31_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldW31.place(innerflangePlateWeldW31Origin, innerflangePlateWeldW31_uDir, - innerflangePlateWeldW31_wDir) - - self.innerflangePlateWeldW31Model = self.innerflangePlateWeldW31.create_model() - - innerflangePlateWeldW32Origin = numpy.array( - [innerFlangePlatespacing + self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, - -self.innerFlangePlate.L / 2]) - innerflangePlateWeldW32_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldW32_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldW32.place(innerflangePlateWeldW32Origin, innerflangePlateWeldW32_uDir, - innerflangePlateWeldW32_wDir) - - self.innerflangePlateWeldW32Model = self.innerflangePlateWeldW32.create_model() - - # innetplate4 (left bottom) - innerflangePlateWeldL41Origin = numpy.array( - [-innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, self.innerFlangePlate.L / 2]) - innerflangePlateWeldL41_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL41_wDir = numpy.array([0.0, 0.0, -1.0]) - self.innerflangePlateWeldL41.place(innerflangePlateWeldL41Origin, innerflangePlateWeldL41_uDir, - innerflangePlateWeldL41_wDir) - - self.innerflangePlateWeldL41Model = self.innerflangePlateWeldL41.create_model() - - innerflangePlateWeldL42Origin = numpy.array( - [-innerFlangePlatespacing - self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, - -self.innerFlangePlate.L / 2]) - innerflangePlateWeldL42_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldL42_wDir = numpy.array([0.0, 0.0, 1.0]) - self.innerflangePlateWeldL42.place(innerflangePlateWeldL42Origin, innerflangePlateWeldL42_uDir, - innerflangePlateWeldL42_wDir) - - self.innerflangePlateWeldL42Model = self.innerflangePlateWeldL42.create_model() - - innerflangePlateWeldW41Origin = numpy.array( - [-innerFlangePlatespacing - self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, - self.innerFlangePlate.L / 2]) - innerflangePlateWeldW41_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldW41_wDir = numpy.array([1.0, 0.0, 0.0]) - self.innerflangePlateWeldW41.place(innerflangePlateWeldW41Origin, innerflangePlateWeldW41_uDir, - innerflangePlateWeldW41_wDir) - - self.innerflangePlateWeldW41Model = self.innerflangePlateWeldW41.create_model() - - innerflangePlateWeldW42Origin = numpy.array( - [-innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, -self.innerFlangePlate.L / 2]) - innerflangePlateWeldW42_uDir = numpy.array([0.0, 1.0, 0.0]) - innerflangePlateWeldW42_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.innerflangePlateWeldW42.place(innerflangePlateWeldW42Origin, innerflangePlateWeldW42_uDir, - innerflangePlateWeldW42_wDir) - - self.innerflangePlateWeldW42Model = self.innerflangePlateWeldW42.create_model() - - # to cut the welds - weldCutPlateOrigin = numpy.array([-self.weldCutPlate.W / 2, 0.0, 0.0]) - weldCutPlate_uDir = numpy.array([0.0, 0.0, 1.0]) - weldCutPlate_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldCutPlate.place(weldCutPlateOrigin, weldCutPlate_uDir, weldCutPlate_wDir) - - self.weldCutPlateModel = self.weldCutPlate.create_model() - - def get_column_models(self): - """ - - :return: CAD mode for the columns - """ - columns = BRepAlgoAPI_Fuse(self.column1Model, self.column2Model).Shape() - - return columns - - def get_plate_models(self): - """ - :return: CAD model for all the plates - """ - - - if self.C.preference != 'Outside': - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, - self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, - self.webPlate1Model, self.webPlate2Model] - else: - plates_sec = [self.flangePlate1Model, self.flangePlate2Model, - self.webPlate1Model, self.webPlate2Model] - - plates = plates_sec[0] - - for comp in plates_sec[1:]: - plates = BRepAlgoAPI_Fuse(comp, plates).Shape() - - return plates - - def get_welded_modules(self): - """ - :return: CAD model for all the welds - """ - if self.C.preference != 'Outside': - welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, - self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, - self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ - self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, - self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, - self.webPlateWeldW21Model, self.webPlateWeldW22Model, \ - self.innerflangePlateWeldL11Model, self.innerflangePlateWeldL12Model, - self.innerflangePlateWeldL21Model, self.innerflangePlateWeldL22Model, - self.innerflangePlateWeldL31Model, self.innerflangePlateWeldL32Model, - self.innerflangePlateWeldL41Model, self.innerflangePlateWeldL42Model, \ - self.innerflangePlateWeldW11Model, self.innerflangePlateWeldW12Model, - self.innerflangePlateWeldW21Model, self.innerflangePlateWeldW22Model, - self.innerflangePlateWeldW31Model, self.innerflangePlateWeldW32Model, - self.innerflangePlateWeldW41Model, self.innerflangePlateWeldW42Model] - else: - welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, - self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, - self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ - self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, - self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, - self.webPlateWeldW21Model, self.webPlateWeldW22Model] - - welds = welded_sec[0] - - for comp in welded_sec[1:]: - welds = BRepAlgoAPI_Fuse(comp, welds).Shape() - - welds = BRepAlgoAPI_Cut(welds, self.weldCutPlateModel).Shape() - - return welds - # return self.innerflangePlateWeldW42Model - - def get_models(self): - columns = self.get_column_models() - plate_conectors = self.get_plate_models() - welds = self.get_welded_modules() - - CAD = BRepAlgoAPI_Fuse(columns, plate_conectors).Shape() - CAD = BRepAlgoAPI_Fuse(CAD, welds).Shape() - - return CAD - -if __name__ == '__main__': - from cad.items.ISection import ISection - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld - - import OCC.Core.V3d - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - column = ISection(B=250, T=13.5, D=450, t=9.8, R1=15, R2=75, alpha=94, length=1000, notchObj=None) - flangePlate = Plate(L=550, W=210, T=14) - innerFlangePlate = Plate(L=550, W=80, T=14) - webPlate = Plate(L=365, W=170, T=8) - gap = 10 - - flangePlateWeldL = FilletWeld(h=5, b=5, L=flangePlate.L) - flangePlateWeldW = FilletWeld(h=5, b=5, L=flangePlate.W) - - innerflangePlateWeldL = FilletWeld(h=5, b=5, L=innerFlangePlate.L) - innerflangePlateWeldW = FilletWeld(h=5, b=5, L=innerFlangePlate.W) - - webPlateWeldL = FilletWeld(h=5, b=5, L=webPlate.L) - webPlateWeldW = FilletWeld(h=5, b=5, L=webPlate.W) - - CCSpliceCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(column, flangePlate, innerFlangePlate, webPlate, gap, - flangePlateWeldL, flangePlateWeldW, innerflangePlateWeldL, - innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) - - CCSpliceCoverPlateCAD.create_3DModel() - column = CCSpliceCoverPlateCAD.get_column_models() - plates = CCSpliceCoverPlateCAD.get_plate_models() - welds = CCSpliceCoverPlateCAD.get_welded_modules() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - # display.View.Rotate(45, 90, 45) - display.DisplayShape(column, update=True) - display.DisplayShape(plates, color='BLUE', update=True) - display.DisplayShape(welds, color='RED', update=True) - - display.DisableAntiAliasing() - start_display() diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py b/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py deleted file mode 100644 index b6eb473c1..000000000 --- a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py +++ /dev/null @@ -1,220 +0,0 @@ -""" -created on 25-02-2018 - -@author: Siddhesh Chavan - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. - -""""" - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - - -class NutBoltArray_AF(): - def __init__(self, Obj, nut, bolt, numOfboltsF, nutSpaceF): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_AF = None - self.pitch_new_AF = None - self.originAF = None - self.gaugeDirAF = None - self.pitchDirAF = None - self.boltDirAF = None - - # self.uiObj = alist - # self.beamDim = beam_data - self.bolt = bolt - self.nut = nut - self.numOfboltsF = numOfboltsF - self.nutSpaceF = nutSpaceF - - self.initBoltPlaceParams_AF(Obj) - self.bolts_AF = [] - self.nuts_AF = [] - self.initialiseNutBolts_AF() - self.positions_AF = [] - self.models_AF = [] - - ################################################################# - # Nut_Bolt placement above flange(AF) of beam # - ################################################################# - - def initialiseNutBolts_AF(self): - ''' - :return: This initializes required number of bolts and nuts for above flange. - ''' - b_AF = self.bolt - n_AF = self.nut - - for i in range(self.numOfboltsF): - bolt_length_required = float(n_AF.H + self.nutSpaceF) # todo: anjali - print(bolt_length_required, "len") - # bolt_length_required = float(b_AF.T + self.nutSpaceF) - # bolt_length_required = 100 - b_AF.H = bolt_length_required + 10 - self.bolts_AF.append(Bolt(b_AF.R, b_AF.T, b_AF.H, b_AF.r)) - print("bolt", b_AF.R, b_AF.T, b_AF.H, b_AF.r) - self.nuts_AF.append(Nut(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) - print('Nut', (n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) - - def initBoltPlaceParams_AF(self, Obj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - - self.edge_AF = Obj.flange_plate.edge_dist_provided - self.end_AF = Obj.flange_plate.end_dist_provided - self.edge_gauge_AF = Obj.flange_plate.edge_dist_provided - self.pitch_AF = Obj.flange_plate.pitch_provided - self.midpitch_AF = Obj.flange_plate.midpitch #=(2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap + self.section.web_thickness - self.gauge_AF = Obj.flange_plate.midgauge - self.gauge = Obj.flange_plate.gauge_provided - - # outputobj.flange_plate.gauge_provided # Revised gauge distance #0.0 - self.row_AF = Obj.flange_plate.bolt_line - self.col_AF = Obj.flange_plate.bolts_one_line #2 - self.gap = Obj.flange_plate.gap - # if self.col_AF ==2: - # self.gauge =0 - # self.gauge_AF= Obj.flange_plate.midgauge - # else: - # self.gauge = Obj.flange_plate.gauge_provided - # self.gauge_AF= Obj.flange_plate.midgauge - - def calculatePositions_AF(self): - """ - :return: The positions/coordinates to place the bolts in the form of list, positions_AF = [list of bolting coordinates] - """ - self.positions_AF = [] - self.boltOrigin_AF = self.originAF + self.end_AF * self.pitchDirAF + (self.edge_AF) * self.gaugeDirAF - # self.boltOrigin_AF = self.originAF - (self.row_AF/2 * self.pitch_AF) * self.pitchDirAF - ((self.col_AF / 2) * self.gauge) * self.gaugeDirAF - # + ((self.plateAbvFlangeL - self.gauge_AF) / 2 - ((self.col_AF / 2 - 1) * self.gauge)) * self.gaugeDirAF - - for rw_AF in range(self.row_AF): - for cl_AF in range(self.col_AF): - pos_AF = self.boltOrigin_AF - if self.row_AF / 2 < rw_AF or self.row_AF / 2 == rw_AF: - self.pitch_new_AF = self.midpitch_AF - pos_AF = pos_AF + ((rw_AF - 1) * self.pitch_AF + self.pitch_new_AF) * self.pitchDirAF - if self.col_AF / 2 > cl_AF: - pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF - else: - pos_AF = pos_AF + ( - cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF - self.positions_AF.append(pos_AF) - else: - pos_AF = pos_AF + rw_AF * self.pitch_AF * self.pitchDirAF - if self.col_AF / 2 > cl_AF: - pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF - else: - pos_AF = pos_AF + ( - cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF - self.positions_AF.append(pos_AF) - - def placeAF(self, originAF, gaugeDirAF, pitchDirAF, boltDirAF, plateAbvFlangeL): - self.originAF = originAF - self.gaugeDirAF = gaugeDirAF - self.pitchDirAF = pitchDirAF - self.boltDirAF = boltDirAF - self.plateAbvFlangeL = plateAbvFlangeL - - self.calculatePositions_AF() - - for index, pos in enumerate(self.positions_AF): - self.bolts_AF[index].place(pos, gaugeDirAF, boltDirAF) - self.nuts_AF[index].place((pos + self.nutSpaceF * boltDirAF), gaugeDirAF, boltDirAF) - - def create_modelAF(self): - print("hhhh", self.bolts_AF) - for bolt in self.bolts_AF: - print("bolt", bolt, "fgfg") - self.models_AF.append(bolt.create_model()) - - for nut in self.nuts_AF: - self.models_AF.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsAF(self): - # nut_bolts = self.models_AF - # array = nut_bolts[0] - # for comp in nut_bolts: - # array = BRepAlgoAPI_Fuse(comp, array).Shape() - # - # return array - #todo: using for loops is here is slowing down the cad generating process - return self.models_AF - - # Below methods are for creating holes in flange and web - def get_bolt_listLA(self): - boltlist = [] - for bolt in self.bolts_AF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - return boltlist - - def get_bolt_listRA(self): - boltlist = [] - for bolt in self.bolts_AF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originAF) - self.models_AF.append(dbg) - return boltlist - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - bolt = Bolt(R=12, T=5, H=6, r=6) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - Obj = '6' - numOfboltsF = 24 - plateAbvFlangeL = 100 - - nut_bolt_array = NutBoltArray_AF(Obj, nut, bolt, numOfboltsF, nut_space) - - nut_bolt_array.placeAF(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir, plateAbvFlangeL) - nut_bolt_array.create_modelAF() - - array = nut_bolt_array.get_modelsAF() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, color='YELLOW', update=True) - # display.DisplayShape(parray, color= 'BLUE', update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py b/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py deleted file mode 100644 index 4a12a8bc6..000000000 --- a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py +++ /dev/null @@ -1,204 +0,0 @@ -""" -created on 25-02-2018 - -@author: Siddhesh Chavan - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. -""""" - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt - - -class NutBoltArray_BF(): - def __init__(self, Obj, nut, bolt, numOfboltsF, nutSpaceF): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_BF = None - self.pitch_new_BF = None - self.originBF = None - self.gaugeDirBF = None - self.pitchDirBF = None - self.boltDirBF = None - - # self.uiObj = alist - # self.beamDim = beam_data - self.bolt = bolt - self.nut = nut - self.numOfboltsF = numOfboltsF - self.nutSpaceF = nutSpaceF - - self.initBoltPlaceParams_BF(Obj) - self.bolts_BF = [] - self.nuts_BF = [] - self.initialiseNutBolts_BF() - self.positions_BF = [] - self.models_BF = [] - - ################################################################# - # Nut_Bolt placement below flange(BF) of beam # - ################################################################# - - def initialiseNutBolts_BF(self): - ''' - :return: This initializes required number of bolts and nuts for below flange. - ''' - b_BF = self.bolt - n_BF = self.nut - for j in range(self.numOfboltsF): - bolt_length_required = float(n_BF.H + self.nutSpaceF) - b_BF.H = bolt_length_required + 10 - self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r)) - self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1)) - - def initBoltPlaceParams_BF(self, Obj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - self.edge_BF = Obj.flange_plate.edge_dist_provided - self.end_BF = Obj.flange_plate.end_dist_provided - self.edge_gauge_BF = Obj.flange_plate.edge_dist_provided - self.pitch_BF = Obj.flange_plate.pitch_provided - self.gauge_BF = Obj.flange_plate.midgauge - self.gauge = Obj.flange_plate.gauge_provided - # outputobj.flange_plate.gauge_provided # Revised gauge distance - self.row_BF = Obj.flange_plate.bolt_line - self.col_BF = Obj.flange_plate.bolts_one_line - self.gap = Obj.flange_plate.gap - - def calculatePositions_BF(self): - """ - :return: The positions/coordinates to place the bolts in the form of list, positions_BF = [list of bolting coordinates] - """ - self.positions_BF = [] - # self.boltOrigin_BF = self.originBF - (self.row_BF/2* self.pitch_BF) * self.pitchDirBF - (((self.col_BF / 2) * self.gauge)) * self.gaugeDirBF - self.boltOrigin_BF = self.originBF + self.end_BF * self.pitchDirBF + (self.edge_BF) * self.gaugeDirBF - - for rw_BF in range(self.row_BF): - for cl_BF in range(self.col_BF): - pos_BF = self.boltOrigin_BF - if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: - self.pitch_new_BF = 2 * self.end_BF + self.gap - pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF - if self.col_BF / 2 > cl_BF: - pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF - else: - pos_BF = pos_BF + ( - cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF - self.positions_BF.append(pos_BF) - else: - pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF - if self.col_BF / 2 > cl_BF: - pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF - else: - pos_BF = pos_BF + ( - cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF - self.positions_BF.append(pos_BF) - - # pos_BF = self.boltOrigin_BF - # # if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: - # # self.pitch_new_BF = 2 * self.edge_gauge_BF + self.gap - # # pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF - # # pos_BF = pos_BF + cl_BF * self.gauge_BF * self.gaugeDirBF - # # self.positions_BF.append(pos_BF) - # # else: - # # pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF - # # pos_BF = pos_BF + cl_BF * self.gauge_BF * self.gaugeDirBF - # # self.positions_BF.append(pos_BF) - - def placeBF(self, originBF, gaugeDirBF, pitchDirBF, boltDirBF, plateBelwFlangeL): - self.originBF = originBF - self.gaugeDirBF = gaugeDirBF - self.pitchDirBF = pitchDirBF - self.boltDirBF = boltDirBF - self.plateBelwFlangeL = plateBelwFlangeL - - self.calculatePositions_BF() - - for index_BF, pos_BF in enumerate(self.positions_BF): - self.bolts_BF[index_BF].place(pos_BF, gaugeDirBF, boltDirBF) - self.nuts_BF[index_BF].place((pos_BF + self.nutSpaceF * boltDirBF), gaugeDirBF, boltDirBF) - - def create_modelBF(self): - for bolt in self.bolts_BF: - self.models_BF.append(bolt.create_model()) - pass - for nut in self.nuts_BF: - self.models_BF.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsBF(self): - return self.models_BF - - # Below methods are for creating holes in flange and web - def get_bolt_listLB(self): - boltlist = [] - for bolt in self.bolts_BF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - return boltlist - - def get_bolt_listRB(self): - boltlist = [] - for bolt in self.bolts_BF: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originBF) - self.models_BF.append(dbg) - return boltlist - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - - bolt = Bolt(R=12, T=5, H=6, r=6) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - Obj = '6' - boltDir = numpy.array([0, 0, 1.0]) - numOfboltsF = 24 - plateAbvFlangeL = 100 - - nut_bolt_array = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space) - - nut_bolt_array.placeBF(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir, plateAbvFlangeL) - nut_bolt_array.create_modelBF() - - array = nut_bolt_array.get_modelsBF() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, color='YELLOW', update=True) - # display.DisplayShape(parray, color= 'BLUE', update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py b/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py deleted file mode 100644 index 0f5118f14..000000000 --- a/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py +++ /dev/null @@ -1,202 +0,0 @@ -""" -created on 25-02-2018 - -@author: Siddhesh Chavan - -AF abbreviation used here is for Above Flange for bolting. -BF abbreviation used here is for Below Flange for bolting. -W is for bolting over Web. -""""" - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt - - -class NutBoltArray_Web(): - def __init__(self, Obj, nut, bolt, numOfboltsW, nutSpaceW): - """ - :param alist: Input values, entered by user - :param beam_data: Beam dimensions - :param outputobj: Output dictionary - :param nut: Nut dimensions - :param bolt: Bolt dimensions - :param numOfboltsF: Number of bolts required for over plate above flange - :param nutSpaceF: Spacing between bolt head and nut - """ - self.boltOrigin_W = None - self.originW = None - self.gaugeDirW = None - self.pitchDirW = None - self.boltDirW = None - - # self.uiObj = alist - # self.beamDim = beam_data - self.bolt = bolt - self.nut = nut - self.numOfboltsW = numOfboltsW - self.nutSpaceW = nutSpaceW - - self.initBoltPlaceParams_Web(Obj) - self.bolts_W = [] - self.nuts_W = [] - self.initialiseNutBolts_Web() - self.positions_W = [] - self.models_W = [] - - ################################################################# - # Nut_Bolt placement over Web of beam # - ################################################################# - - def initialiseNutBolts_Web(self): - ''' - :return: This initializes required number of bolts and nuts for web bolting. - ''' - b_W = self.bolt - n_W = self.nut - for k in range(self.numOfboltsW): - bolt_length_required = float(n_W.H + self.nutSpaceW) - b_W.H = bolt_length_required + 10 - self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r)) - self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1)) - - def initBoltPlaceParams_Web(self, Obj): - ''' - :param outputobj: This is output dictionary for bolt placement parameters - :return: Edge, end, gauge and pitch distances for placement - ''' - self.edge_W = Obj.web_plate.edge_dist_provided # 33 - self.end_W = Obj.web_plate.end_dist_provided # 33 - # self.pitch_W = 150 #70 - # self.gauge_W = outputobj.web_plate.length - 2* self.edge_W - self.pitch_W = Obj.web_plate.pitch_provided - self.pitch_MW = Obj.web_plate.midpitch # todo for gap - self.gauge_W = Obj.web_plate.gauge_provided - - self.row_W = Obj.web_plate.bolts_one_line - self.col_W = Obj.web_plate.bolt_line - - def calculatePositions_Web(self): - """ - - :return: The positions/coordinates to place the bolts in the form of list, positions_W = [list of bolting coordinates] - """ - self.positions_W = [] - # self.boltOrigin_W = self.originW - ((self.row_W/2 * self.gauge_W) - self.end_W/2) * self.pitchDirW - (((self.col_W/2)*self.pitch_W)*self.gaugeDirW) - self.boltOrigin_W = self.originW + self.end_W * self.pitchDirW + (self.edge_W) * self.gaugeDirW - for rw_W in range(self.row_W): - for cl_W in range(self.col_W): - pos_W = self.boltOrigin_W - pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW - print(self.gauge_W) - if self.col_W / 2 > cl_W: - pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW - else: - pos_W = pos_W + (cl_W - 1) * self.pitch_W * self.gaugeDirW + 1 * self.pitch_MW * self.gaugeDirW - self.positions_W.append(pos_W) - # else: - # pos_AF = pos_AF + rw_W * self.pitch_AF * self.pitchDirAF - # if self.col_AF / 2 > cl_AF: - # pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF - # else: - # pos_AF = pos_AF + ( - # cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF - # self.positions_AF.append(pos_AF) - - # pos_W = pos_W + rw_W * self.pitch_W * self.pitchDirW - # pos_W = pos_W + cl_W * self.gauge_W * self.gaugeDirW - # pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW - # pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW - # - # - # self.positions_W.append(pos_W) - - def placeW(self, originW, gaugeDirW, pitchDirW, boltDirW): - """ - :param originW: Origin for bolt placement - :param gaugeDirW: Gauge direction for gauge distance - :param pitchDirW: Pitch direction for pitch distance - :param boltDirW: Bolt screwing direction - :return: - """ - self.originW = originW - self.gaugeDirW = gaugeDirW - self.pitchDirW = pitchDirW - self.boltDirW = boltDirW - - self.calculatePositions_Web() - for index_W, pos_W in enumerate(self.positions_W): - self.bolts_W[index_W].place(pos_W, gaugeDirW, boltDirW) - self.nuts_W[index_W].place((pos_W + self.nutSpaceW * boltDirW), gaugeDirW, boltDirW) - - def create_modelW(self): - for bolt in self.bolts_W: - self.models_W.append(bolt.create_model()) - pass - for nut in self.nuts_W: - self.models_W.append(nut.create_model()) - pass - - dbg = self.dbgSphere(self.originW) - self.models_W.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_modelsW(self): - return self.models_W - - def get_bolt_web_list(self): - boltlist = [] - for bolt in self.bolts_W: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originW) - self.models_W.append(dbg) - return boltlist - - def get_bolt_listRB(self): - boltlist = [] - for bolt in self.bolts_W: - boltlist.append(bolt.create_model()) - dbg = self.dbgSphere(self.originW) - self.models_W.append(dbg) - return boltlist - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - bolt = Bolt(R=12, T=5, H=6, r=6) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - Obj = '6' - numOfboltsF = 24 - plateAbvFlangeL = 100 - - nut_bolt_array = NutBoltArray_Web(Obj, nut, bolt, numOfboltsF, nut_space) - - nut_bolt_array.placeW(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir) - nut_bolt_array.create_modelW() - - array = nut_bolt_array.get_modelsW() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, color='YELLOW', update=True) - # display.DisplayShape(parray, color= 'BLUE', update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py b/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py deleted file mode 100644 index 23844a7fc..000000000 --- a/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py +++ /dev/null @@ -1,165 +0,0 @@ -''' -Created on 10-Mar-2016 - -@author: deepa -''' -''' -Created on 11-May-2015 - -@author: deepa -''' - -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut - - -class BeamWebBeamWeb(object): - - def __init__(self, column, beam, notch, angle, nut_bolt_array,gap): - self.column = column - self.beam = beam - self.notch = notch - self.angle = angle - self.angleLeft = copy.deepcopy(angle) - self.nut_bolt_array = nut_bolt_array - self.gap = gap - self.fillet_gap = self.gap - 0.1 # 0.1 is the extra margin for fillet of the angel - self.columnModel = None - self.beamModel = None - self.angleModel = None - self.angleLeftModel = None - self.clearDist = 20.0 # This distance between edge of the column web/flange and beam cross section - - def create_3dmodel(self): - self.create_column_geometry() - self.create_beam_geometry() - self.create_angle_geometry() - self.create_nut_bolt_array() - - # Call for create_model - self.columnModel = self.column.create_model() - self.beamModel = self.beam.create_model() - self.angleModel = self.angle.create_model() - self.angleLeftModel = self.angleLeft.create_model() - self.nutboltArrayModels = self.nut_bolt_array.create_model() -# self.notchModel = self.notch.create_model() -# return self.beamModel - -# def create_column_geometry(self): -# column_origin = numpy.array([0, 0, 0]) -# column_u_dir = numpy.array([1.0, 0, 0]) -# wDir1 = numpy.array([0.0, 1.0, 0.0]) -# self.column.place(column_origin, column_u_dir, wDir1) -# -# def create_beam_geometry(self): -# uDir = numpy.array([0, 1.0, 0]) -# wDir = numpy.array([1.0, 0, 0.0]) -# shiftOrigin = (self.column.D/2 - self.beam.D/2) -# origin2 = self.column.sec_origin + (-shiftOrigin) * self.column.vDir + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.gap * self.column.uDir) -# self.beam.place(origin2, uDir, wDir) - - def create_column_geometry(self): - - column_origin = numpy.array([0, 0, 0]) - column_u_dir = numpy.array([1.0, 0, 0]) - wDir1 = numpy.array([0.0, -1.0, 0.0]) - self.column.place(column_origin, column_u_dir, wDir1) - - def create_beam_geometry(self): - beam_origin = ((self.column.sec_origin + self.column.D / 2 - self.beam.D / 2) * (self.column.vDir)) + \ - ((self.column.t / 2 + self.gap) * self.column.uDir) + \ - (self.column.length / 2 * (self.column.wDir)) - uDir = numpy.array([0.0, 1.0, 0]) - wDir = numpy.array([1.0, 0.0, 0.0]) - self.beam.place(beam_origin, uDir, wDir) - - - def create_angle_geometry(self): - angle0_origin = (self.beam.sec_origin + (self.beam.D / 2.0 - self.notch.height - self.angle.L) - * (self.beam.vDir) - (self.beam.t / 2 * self.beam.uDir) + self.fillet_gap - * (-self.beam.wDir)) - uDir0 = numpy.array([0, -1.0, 0]) - wDir0 = numpy.array([0.0, 0, 1.0]) - - self.angleLeft.place(angle0_origin, uDir0, wDir0) - - angle1_origin = (self.beam.sec_origin + (self.beam.D / 2.0 - self.notch.height) - * (self.beam.vDir) + ((self.beam.t / 2 ) * self.beam.uDir)+ self.fillet_gap - * (-self.beam.wDir)) - uDir1 = numpy.array([0, 1.0, 0]) - wDir1 = numpy.array([0, 0, -1.0]) - self.angle.place(angle1_origin, uDir1, wDir1) - - def create_nut_bolt_array(self): - """ - - :return: - """ - nut_bolt_array_origin = self.angleLeft.sec_origin - nut_bolt_array_origin = nut_bolt_array_origin + self.angleLeft.T * self.angleLeft.uDir - nut_bolt_array_origin = nut_bolt_array_origin + self.angleLeft.A * self.angleLeft.vDir - - gauge_dir = self.angleLeft.vDir - pitch_dir = self.angleLeft.wDir - bolt_dir = -self.angleLeft.uDir - - # c_nutbolt_array_origin = self.angle.sec_origin - # c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.T * self.angle.uDir - # c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.B * self.angle.wDir - # - # c_gauge_dir = self.angle.wDir - # c_pitch_dir = self.angle.vDir - # c_bolt_dir = -self.angle.uDir - c_nutbolt_array_origin = self.angle.sec_origin - c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.T * self.angle.vDir - c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.B * self.angle.uDir - - c_gauge_dir = self.angle.uDir - c_pitch_dir = self.angle.wDir - c_bolt_dir = -self.angle.vDir - - # c_nutbolt_array_origin1 = self.angleLeft.sec_origin - # c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + self.angle.T * self.angle.uDir - # c_nutbolt_array_origin1 = c_nutbolt_array_origin - (self.beam.t + self.angle.B) * self.angle.wDir - # c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + (self.angle.L * self.angle.vDir) - # - # c_gauge_dir1 = self.angle.wDir - # c_pitch_dir1 = self.angle.vDir - # c_bolt_dir1 = -self.angle.uDir - c_nutbolt_array_origin1 = self.angleLeft.sec_origin - c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + self.angle.T * self.angle.vDir - c_nutbolt_array_origin1 = c_nutbolt_array_origin - (self.beam.t + self.angle.B) * self.angle.uDir - c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + (self.angle.L * self.angle.wDir) - - c_gauge_dir1 = self.angle.uDir - c_pitch_dir1 = self.angle.wDir - c_bolt_dir1 = -self.angle.vDir - - self.nut_bolt_array.place(nut_bolt_array_origin, -gauge_dir, pitch_dir, bolt_dir, c_nutbolt_array_origin, -c_gauge_dir, c_pitch_dir, c_bolt_dir, - c_nutbolt_array_origin1, c_gauge_dir1, c_pitch_dir1, c_bolt_dir1) - - def get_models(self): - '''Returning 3D models - ''' - return [self.columnModel, self.beamModel,self.angleModel,self.angleLeftModel] + self.nut_bolt_array.get_models() #[self.columnModel, self.beamModel, - - def get_nutboltmodels(self): - - return self.nut_bolt_array.get_models() - # return self.nut_bolt_array.getboltModels() - - def get_beamModel(self): - final_beam = self.beamModel - nut_bolt_list = self.nut_bolt_array.get_models() - for bolt in nut_bolt_list[0:(len(nut_bolt_list) // 2)]: - final_beam = BRepAlgoAPI_Cut(final_beam, bolt).Shape() - return final_beam - - - def get_columnModel(self): - final_beam = self.columnModel - nut_bolt_list = self.nut_bolt_array.get_models() - for bolt in nut_bolt_list[:]: - final_beam = BRepAlgoAPI_Cut(final_beam, bolt).Shape() - return final_beam diff --git a/cad/ShearConnections/CleatAngle/nutBoltPlacement.py b/cad/ShearConnections/CleatAngle/nutBoltPlacement.py deleted file mode 100644 index ac9f1ead3..000000000 --- a/cad/ShearConnections/CleatAngle/nutBoltPlacement.py +++ /dev/null @@ -1,208 +0,0 @@ -''' -Created on 07-Jun-2015 - -@author: deepa -''' -import numpy -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from .ModelUtils import get_gp_pt -import copy - - -class NutBoltArray(): - def __init__(self, bolt_place_obj, nut, bolt, nut_space, cnut_space): - self.origin = None - self.gauge_dir = None - self.pitch_dir = None - self.bolt_dir = None - - ################################# - self.c_origin = None - self.c_origin1 = None - self.c_gauge_dir = None - self.c_pitch_dir = None - self.c_bolt_dir = None - ############################################ - - self.init_bolt_place_params(bolt_place_obj) - - self.bolt = bolt - self.nut = nut - #self.gap = gap - self.gap = nut_space - - self.bolts = [] - self.nuts = [] - - self.positions = [] - ###################### - #self.cGap = cgap - self.cGap = cnut_space - self.cBolts = [] - self.cNuts = [] - self.cBolts1 = [] - self.cNuts1 = [] - ################################## - # self.calculate_positions() - self.initialise_nut_bolts() - - self.models = [] - - def initialise_nut_bolts(self): - b = self.bolt - n = self.nut - for i in range(self.row * self.col): - bolt_len_required = float(b.T + self.gap) - b.H = bolt_len_required + (5 - bolt_len_required) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - # Newly added - for i in range(self.cRow * self.cCol): - bolt_len_required = float(b.T + self.cGap) - b.H = bolt_len_required + (5 - bolt_len_required) % 5 - self.cBolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.cNuts.append(Nut(n.R, n.T, n.H, n.r1)) - for i in range(self.cRow * self.cCol): - bolt_len_required = float(b.T + self.cGap) - b.H = bolt_len_required + (5 - bolt_len_required) % 5 - self.cBolts1.append(Bolt(b.R, b.T, b.H, b.r)) - self.cNuts1.append(Nut(n.R, n.T, n.H, n.r1)) - - def init_bolt_place_params(self, bolt_place_obj): - self.pitch = bolt_place_obj.gauge_sptd - self.gauge = bolt_place_obj.pitch_sptd - self.edge = bolt_place_obj.edge_sptd - self.end = bolt_place_obj.end_sptd - self.row = bolt_place_obj.bolt_one_line_sptd - self.col = bolt_place_obj.bolt_lines_sptd - - -# ########changes have been made after 3d is integreted with main files#### - - self.cPitch = bolt_place_obj.gauge_spting - self.cGauge = bolt_place_obj.pitch_spting - self.cEdge = bolt_place_obj.edge_spting - self.cEnd = bolt_place_obj.end_spting - print(self.cEnd,"hghghwuuw") - self.cRow = bolt_place_obj.bolt_one_line_spting - self.cCol = bolt_place_obj.bolt_lines_spting - # self.thk = bolt_place_obj.cleat.thickness - self.leg = bolt_place_obj.leg_a_length - - def calculate_positions(self): - self.positions = [] - for rw in range(self.row): - for col in range(self.col): - pos = self.origin - pos = pos + (self.end)* self.gauge_dir - pos = pos + col * self.gauge * self.gauge_dir - pos = pos + self.edge * self.pitch_dir - pos = pos + rw * self.pitch * self.pitch_dir - - self.positions.append(pos) -# ###############Newly added###################### - self.cPositions = [] - for rw in range(self.cRow): - for col in range(self.cCol): - pos = self.c_origin - pos = pos + (self.cEnd) * self.c_gauge_dir - pos = pos + (col * self.cGauge * self.c_gauge_dir) - pos = pos + self.cEdge * self.c_pitch_dir - pos = pos + rw * self.cPitch * self.c_pitch_dir - - self.cPositions.append(pos) - self.cPositions1 = [] - for rw in range(self.cRow): - for col in range(self.cCol): - pos = self.c_origin1 - pos = pos + ((self.leg-self.cEnd) * self.c_gauge_dir) - pos = pos - col * self.cGauge * self.c_gauge_dir - pos = pos - self.cEdge * self.c_pitch_dir - pos = pos - rw * self.cPitch * self.c_pitch_dir - - self.cPositions1.append(pos) - - def place(self, origin, gauge_dir, pitch_dir, bolt_dir, c_origin, c_gauge_dir, c_pitch_dir, c_bolt_dir, c_origin1, c_gauge_dir1, c_pitch_dir1, c_bolt_dir1): - self.origin = origin - self.gauge_dir = gauge_dir - self.pitch_dir = pitch_dir - self.bolt_dir = bolt_dir - ###############Newly added#################### - self.c_origin = c_origin - self.c_gauge_dir = c_gauge_dir - self.c_pitch_dir = c_pitch_dir - self.c_bolt_dir = c_bolt_dir - - self.c_origin1 = c_origin1 - self.c_gauge_dir1 = c_gauge_dir1 - self.c_pitch_dir1 = c_pitch_dir1 - self.c_bolt_dir1 = c_bolt_dir1 - - ################################################ - - self.calculate_positions() - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gauge_dir, bolt_dir) - self.nuts[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) - ###############Newly added#################### - for index, pos in enumerate(self.cPositions): - self.cBolts[index].place(pos, c_gauge_dir, c_bolt_dir) - self.cNuts[index].place((pos + self.cGap * c_bolt_dir), c_gauge_dir, -c_bolt_dir) - for index, pos in enumerate(self.cPositions1): - self.cBolts1[index].place(pos, c_gauge_dir1, c_bolt_dir1) - self.cNuts1[index].place((pos + self.cGap * c_bolt_dir1), c_gauge_dir1, -c_bolt_dir1) - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - ######################################### - for bolt in self.cBolts: - self.models.append(bolt.create_model()) - - for nut in self.cNuts: - self.models.append(nut.create_model()) - for bolt in self.cBolts1: - self.models.append(bolt.create_model()) - - for nut in self.cNuts1: - self.models.append(nut.create_model()) -# ################################################################ - dbg = self.dbg_sphere(self.origin) - self.models.append(dbg) - ######################################################################### - dbg1 = self.dbg_sphere(self.c_origin) - self.models.append(dbg1) - dbg2 = self.dbg_sphere(self.c_origin1) - self.models.append(dbg2) - - def dbg_sphere(self, pt): - return BRepPrimAPI_MakeSphere(get_gp_pt(pt), 0.1).Shape() - - def get_models(self): - return self.models - - def get_beambolts(self): - self.beambolts = [] - for bolt in self.bolts: - self.beambolts.append(bolt.create_model()) - dbg = self.dbg_sphere(self.origin) - self.beambolts.append(dbg) - return self.beambolts - - - def get_colbolts(self): - self.colbolts =[] - for bolt in self.cBolts: - self.colbolts.append(bolt.create_model()) - for bolt in self.cBolts1: - self.colbolts.append(bolt.create_model()) - dbg1 = self.dbg_sphere(self.c_origin) - self.colbolts.append(dbg1) - dbg2 = self.dbg_sphere(self.c_origin1) - self.colbolts.append(dbg2) - return self.colbolts \ No newline at end of file diff --git a/cad/ShearConnections/EndPlate/nutBoltPlacement.py b/cad/ShearConnections/EndPlate/nutBoltPlacement.py deleted file mode 100644 index a01de8417..000000000 --- a/cad/ShearConnections/EndPlate/nutBoltPlacement.py +++ /dev/null @@ -1,139 +0,0 @@ -''' -Created on 07-Jun-2015 - -@author: deepa -''' -import numpy as np -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from .ModelUtils import get_gp_pt -import copy - - -class NutBoltArray(): - def __init__(self, boltPlaceObj, bolt_place_obj, nut, bolt, nut_space): - self.origin = None - # self.origin1 = None - self.gauge_dir = None - self.pitch_dir = None - self.bolt_dir = None - - self.init_bolt_place_params(bolt_place_obj) - - self.bolt = bolt - self.nut = nut - self.gap = nut_space - - self.bolts = [] - self.nuts = [] - # self.bolts1 = [] - # self.nuts1 = [] - self.initialise_nut_bolts() - - self.positions = [] - # self.positions1 = [] - # self.calculate_positions() - - self.models = [] - - def initialise_nut_bolts(self): - b = self.bolt - n = self.nut - for i in np.arange(self.row * self.col): - bolt_len_required = float(b.T + self.gap) - b.H = bolt_len_required + (5 - bolt_len_required) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - # for i in np.arange(self.row * self.col): - # bolt_len_required = float(b.T + self.gap) - # b.H = bolt_len_required + (5 - bolt_len_required) % 5 - # self.bolts1.append(Bolt(b.R, b.T, b.H, b.r)) - # self.nuts1.append(Nut(n.R, n.T, n.H, n.r1)) - - def init_bolt_place_params(self, plateObj): - self.pitch = plateObj.pitch_provided - self.gauge = plateObj.gauge_provided - self.edge = plateObj.edge_dist_provided - self.end = plateObj.end_dist_provided - self.row = plateObj.bolts_one_line - self.col = plateObj.bolt_line - self.sectional_gauge = plateObj.gauge_provided - # self.col = int(self.col / 2) - # self.row = 3 - # self.col = 2 - - def calculate_positions(self): - self.positions = [] - for rw in np.arange(self.row): - for col in np.arange(self.col): - pos = self.origin - pos = pos + (self.edge) * self.gauge_dir - pos = pos + col * self.gauge * self.gauge_dir - pos = pos + self.end * self.pitch_dir - pos = pos + rw * self.pitch * self.pitch_dir - - self.positions.append(pos) - # self.positions1 = [] - # for rw in np.arange(self.row): - # for col in np.arange(self.col): - # pos = self.origin1 - # pos = pos - (self.edge) * self.gauge_dir - # pos = pos - col * self.gauge * self.gauge_dir - # pos = pos + self.end * self.pitch_dir - # pos = pos + rw * self.pitch * self.pitch_dir - # - # self.positions1.append(pos) - - def place(self, origin, origin1, gauge_dir, pitch_dir, bolt_dir): - self.origin = origin - # self.origin1 = origin1 - self.gauge_dir = gauge_dir - self.pitch_dir = pitch_dir - self.bolt_dir = bolt_dir - - self.calculate_positions() - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gauge_dir, bolt_dir) - self.nuts[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) - # for index, pos in enumerate(self.positions1): - # self.bolts1[index].place(pos, gauge_dir, bolt_dir) - # self.nuts1[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbg_sphere(self.origin) - self.models.append(dbg) - - # for bolt in self.bolts1: - # self.models.append(bolt.create_model()) - - # for nut in self.nuts1: - # self.models.append(nut.create_model()) - # - # dbg1 = self.dbg_sphere(self.origin1) - # self.models.append(dbg1) - - def dbg_sphere(self, pt): - return BRepPrimAPI_MakeSphere(get_gp_pt(pt), 0.1).Shape() - - def get_models(self): - return self.models - - def get_bolt_list(self): - boltlist = [] - for bolt in self.bolts: - boltlist.append(bolt.create_model()) - dbg = self.dbg_sphere(self.origin) - self.models.append(dbg) - # for bolt in self.bolts1: - # boltlist.append(bolt.create_model()) - # dbg = self.dbg_sphere(self.origin1) - # self.models.append(dbg) - return boltlist \ No newline at end of file diff --git a/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py b/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py deleted file mode 100644 index ed79edf60..000000000 --- a/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py +++ /dev/null @@ -1,126 +0,0 @@ -''' -Created on 10-Mar-2016 - -@author: deepa -''' -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut -from design_type.connection import fin_plate_connection - - - -class BeamWebBeamWeb(): - - def __init__(self, column, beam, notch, plate, Fweld, nut_bolt_array,gap): - self.column = column - self.beam = beam - self.weldLeft = Fweld - self.weldRight = copy.deepcopy(Fweld) - self.plate = plate - self.nut_bolt_array = nut_bolt_array - self.notch = notch - self.gap = gap - self.columnModel = None - self.beamModel = None - self.weldModelLeft = None - self.weldModelRight = None - self.plateModel = None - # This distance between edge of the column web/flange and beam cross section - self.clearDist = 20.0 - - def create_3dmodel(self): - self.create_column_geometry() - self.create_beam_geometry() - self.create_plate_geometry() - self.create_fillet_weld_geometry() - self.create_nut_bolt_array() - - # Call for create_model - self.columnModel = self.column.create_model() - self.beamModel = self.beam.create_model() - self.plateModel = self.plate.create_model() - self.weldModelLeft = self.weldLeft.create_model() - self.weldModelRight = self.weldRight.create_model() - self.nutboltArrayModels = self.nut_bolt_array.create_model() - - def create_column_geometry(self): - columnOrigin = numpy.array([0, 0, 0]) - column_uDir = numpy.array([1.0, 0, 0]) - wDir1 = numpy.array([0.0, 1.0, 0.0]) - self.column.place(columnOrigin, column_uDir, wDir1) - - def create_beam_geometry(self): - uDir = numpy.array([0, 1.0, 0]) - wDir = numpy.array([1.0, 0, 0.0]) - shiftOrigin = (self.column.D / 2 - self.beam.D / 2) - origin2 = self.column.sec_origin + (-shiftOrigin) * self.column.vDir + \ - (self.column.t / 2 * self.column.uDir) + (self.column.length / 2 * self.column.wDir)\ - + (self.gap * self.column.uDir) - self.beam.place(origin2, uDir, wDir) - -# def createButtWeld(self): -# pass -# # plateThickness = 10 -# # uDir3 = numpy.array([0, 1.0, 0]) -# # wDir3 = numpy.array([1.0, 0, 0.0]) -# # origin3 = (self.column.sec_origin + -# # self.column.t/2.0 * self.column.uDir + -# # self.column.length/2.0 * self.column.wDir + -# # self.beam.t/2.0 * (-self.beam.uDir)+ -# # self.weld.W/2.0 * (-self.beam.uDir)) -# # #origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-self.beam.uDir) -# # self.weld.place(origin3, uDir3, wDir3) - - def create_plate_geometry(self): - plateOrigin = (self.beam.sec_origin + - (self.beam.D / 2 - self.notch.height) * self.beam.vDir + - self.beam.t / 2 * (-self.beam.uDir) + - self.plate.L / 2 * (-self.beam.vDir) + - self.plate.T / 2 * (-self.beam.uDir) + - self.gap * (-self.beam.wDir)) - uDir = numpy.array([0, 1.0, 0]) - wDir = numpy.array([1.0, 0, 0.0]) - self.plate.place(plateOrigin, uDir, wDir) - - def create_fillet_weld_geometry(self): - uDir = numpy.array([1.0, 0.0, 0]) - wDir = numpy.array([0.0, 0.0, 1.0]) - filletWeld1Origin = (self.plate.sec_origin + self.plate.T / 2.0 * self.weldLeft.vDir + self.weldLeft.L / 2.0 * (-self.weldLeft.wDir)) - self.weldLeft.place(filletWeld1Origin, uDir, wDir) - - uDir1 = numpy.array([0.0, -1.0, 0]) - wDir1 = numpy.array([0.0, 0.0, 1.0]) - filletWeld2Origin = (filletWeld1Origin + self.plate.T * (-self.weldLeft.vDir)) - self.weldRight.place(filletWeld2Origin, uDir1, wDir1) - - def create_nut_bolt_array(self): - - nutboltArrayOrigin = self.plate.sec_origin - nutboltArrayOrigin = nutboltArrayOrigin - self.plate.T / 2.0 * self.plate.uDir - nutboltArrayOrigin = nutboltArrayOrigin + self.plate.L / 2.0 * self.plate.vDir - - gaugeDir = self.plate.wDir - pitchDir = -self.plate.vDir - boltDir = self.plate.uDir - self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - def get_models(self): - '''Returning 3D models - ''' - return [self.columnModel, self.plateModel, self.weldModelLeft, self.weldModelRight, - self.beamModel] + self.nut_bolt_array.get_models() - - def get_nutboltmodels(self): - - return self.nut_bolt_array.get_models() - - def get_beamModel(self): - finalBeam = self.beamModel - nutBoltlist = self.nut_bolt_array.get_models() - for bolt in nutBoltlist[0:(len(nutBoltlist) // 2)]: - finalBeam = BRepAlgoAPI_Cut(finalBeam, bolt).Shape() - return finalBeam - - def get_columnModel(self): - return self.columnModel \ No newline at end of file diff --git a/cad/ShearConnections/FinPlate/nutBoltPlacement.py b/cad/ShearConnections/FinPlate/nutBoltPlacement.py deleted file mode 100644 index 7ab7d2678..000000000 --- a/cad/ShearConnections/FinPlate/nutBoltPlacement.py +++ /dev/null @@ -1,138 +0,0 @@ -''' -Created on 07-Jun-2015 - -@author: deepa -''' -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt - - -class NutBoltArray(): - - ''' - gDir - +----------------------------> - | - | - | P origin - | +-------+---------------+ - | | | | -pDir | | | End distance | - | | v | - | | X X | - | | | - | | | - | | | - v | | - | Gauge distance | - | X-------X | - | + | - | | | - | | Pitch | - | | | - | v | - | X X+----> + - | Edge distance - | | - | | - | | - +-----------------------+ - - Nut Bolt Placement - - ''' - - def __init__(self, boltPlaceObj, plateObj, nut, bolt, nut_space): - # finNutBoltArray(A.bolt, nut, bolt, nut_space) - - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.initBoltPlaceParams(plateObj) - - self.bolt = bolt - self.nut = nut - self.gap = nut_space - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - # self.calculatePositions() - - self.models = [] - - def initialiseNutBolts(self): - ''' - Initializing the Nut and Bolt - ''' - b = self.bolt - n = self.nut - for i in range(self.row * self.col): - bolt_len_required = float(b.T + self.gap) - b.H = bolt_len_required + (5 - bolt_len_required) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self, plateObj): - - self.pitch = plateObj.pitch_provided - self.gauge = plateObj.gauge_provided - self.edge = plateObj.end_dist_provided - self.plateedge = plateObj.end_dist_provided + plateObj.gap - self.end = plateObj.edge_dist_provided - self.row = plateObj.bolts_one_line - self.col = plateObj.bolt_line - - def calculatePositions(self): - ''' - Calculates the exact position for nuts and bolts. - ''' - self.positions = [] - for rw in range(self.col): - for col in range(self.row): - pos = self.origin - # pos = pos + self.end * self.gaugeDir - # #pos = pos + self.edge * self.gaugeDir - pos = pos + self.plateedge * self.gaugeDir - pos = pos + col * self.gauge * self.pitchDir - # pos = pos + self.edge * self.pitchDirself.gauge self.pitchDir - pos = pos + self.end * self.pitchDir - pos = pos + rw * self.pitch * self.gaugeDir - - self.positions.append(pos) - - def place(self, origin, gaugeDir, pitchDir, boltDir): - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions() - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) - self.models.append(dbg) - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - return self.models - diff --git a/cad/Tension/BoltedCAD.py b/cad/Tension/BoltedCAD.py deleted file mode 100644 index 799afc216..000000000 --- a/cad/Tension/BoltedCAD.py +++ /dev/null @@ -1,418 +0,0 @@ -""" -Initialized on 23-04-2020 -Comenced on -@author: Anand Swaroop -""" - -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut - - -class TensionAngleBoltCAD(object): - def __init__(self, Obj, member, plate, nut_bolt_array, intermittentConnection): - """ - :param member: Angle or Channel - :param plate: Plate - :param input: input parameters - :param memb_data: data of the members - """ - - self.Obj = Obj - self.member = member - self.plate = plate - self.nut_bolt_array = nut_bolt_array - self.intermittentConnection = intermittentConnection - - self.plate1 = copy.deepcopy(self.plate) - self.plate2 = copy.deepcopy(self.plate) - - self.member1 = copy.deepcopy(self.member) - self.member2 = copy.deepcopy(self.member) - # self.member2 = copy.deepcopy(self.member) - self.nut_bolt_arrayL = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayR = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayL_SA = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayR_SA = copy.deepcopy(self.nut_bolt_array) - - # front side member - # weld vertical right side - - self.col = self.Obj.plate.bolt_line - self.end = self.Obj.plate.end_dist_provided - self.pitch = self.Obj.plate.pitch_provided - self.plate_intercept = 2 * self.end + (self.col - 1) * self.pitch - self.inter_length = self.member.L - 2*(self.end + (self.col -1) * self.pitch) - # print(self.inter_length) - - def create_3DModel(self): - - self.createMemberGeometry() - self.createPlateGeometry() - self.create_nut_bolt_array() - - def createMemberGeometry(self): - - if self.Obj.loc == 'Long Leg': - if self.Obj.sec_profile == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([self.member.L - self.plate_intercept, self.plate.T, self.member.A / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj.sec_profile == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - else: - if self.Obj.sec_profile == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.member.B / 2]) - member2_uDir = numpy.array([0.0, 0.0, -1.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj.sec_profile == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 0.0, 1.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def createPlateGeometry(self): - plate1OriginL = numpy.array([0.0, 0.0, 0.0]) - plate1_uDir = numpy.array([1.0, 0.0, 0.0]) - plate1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) - - self.plate1_Model = self.plate1.create_model() - - plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) - plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) - plate2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) - - self.plate2_Model = self.plate2.create_model() - - if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) - intermittentConnection_uDir = numpy.array([0.0, 0.0, -1.0]) - intermittentConnection_vDir = numpy.array([1.0, 0.0, 0.0]) - intermittentConnection_wDir = numpy.array([0.0, 1.0, 0.0]) - self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, - intermittentConnection_vDir, intermittentConnection_wDir) - - self.intermittentConnection_Model = self.intermittentConnection.create_model() - self.inter_conc_bolts = self.intermittentConnection.get_nut_bolt_models() - self.inter_conc_plates = self.intermittentConnection.get_plate_models() - - def create_nut_bolt_array(self): - """ - - :return: Geometric Orientation of this component - """ - if self.Obj.sec_profile == 'Channels' or self.Obj.sec_profile == 'Back to Back Channels': - self.member.A = self.member.D - self.member.T = self.member.t - # nutboltArrayOrigin = self.baseplate.sec_origin + numpy.array([0.0, 0.0, self.baseplate.T /2+ 100]) - - if self.Obj.sec_profile == 'Star Angles': - nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() - - nutboltArrayROrigin = numpy.array([self.member.L - 2 * self.plate_intercept, -self.member.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() - - nutboltArrayL_SAOrigin = numpy.array([-self.plate_intercept, self.member.T + self.plate.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, 1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, -1.0, 0.0]) - self.nut_bolt_arrayL_SA.place(nutboltArrayL_SAOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayL_SAModels = self.nut_bolt_arrayL_SA.create_model() - - nutboltArrayR_SAOrigin = numpy.array( - [self.member.L - 2 * self.plate_intercept, self.member.T + self.plate.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, 1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, -1.0, 0.0]) - self.nut_bolt_arrayR_SA.place(nutboltArrayR_SAOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayR_SAModels = self.nut_bolt_arrayR_SA.create_model() - - else: - if self.Obj.sec_profile in ['Back to Back Angles', 'Angles']: - if self.Obj.loc == 'Long Leg': - self.placement = self.member.A / 2 - else: - self.placement = self.member.B / 2 - else: - self.placement = self.member.A/2 - nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, self.placement]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() - - nutboltArrayROrigin = numpy.array( - [-2 * self.plate_intercept + self.member.L, -self.member.T, self.placement]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() - - def get_members_models(self): - - if self.Obj.sec_profile == 'Angles': - member = self.member1_Model - - else: - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - def get_plates_models(self): - plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() - if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - - def get_end_plates_models(self): - if self.Obj.sec_profile == 'Star Angles': - plate = BRepAlgoAPI_Fuse(self.plate1_Model,self.nutboltArrayLModels).Shape() - else: - plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.nutboltArrayLModels).Shape() - - # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - def get_nut_bolt_array_models(self): - - if self.Obj.sec_profile == 'Star Angles': - nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayRModels, self.nutboltArrayL_SAModels, - self.nutboltArrayR_SAModels] - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - else: - array = BRepAlgoAPI_Fuse(self.nutboltArrayLModels, self.nutboltArrayRModels).Shape() - # array = nut_bolts[0] - # for comp in nut_bolts: - # array = BRepAlgoAPI_Fuse(comp, array).Shape() - - if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - array = BRepAlgoAPI_Fuse(array, self.inter_conc_bolts).Shape() - - return array - - def get_end_nut_bolt_array_models(self): - - if self.Obj.sec_profile == 'Star Angles': - nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayL_SAModels] - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - else: - array = self.nutboltArrayLModels - - return array - - def get_only_members_models(self): - mem = self.get_members_models() - nut_bolts = self.get_nut_bolt_array_models() - - array = BRepAlgoAPI_Cut(mem, nut_bolts).Shape() - - return array - - def get_models(self): - mem = self.get_members_models() - plts = self.get_plates_models() - nut_bolts = self.get_nut_bolt_array_models() - - array = BRepAlgoAPI_Fuse(mem, plts).Shape() - - array = BRepAlgoAPI_Fuse(array, nut_bolts).Shape() - - return array - - -class TensionChannelBoltCAD(TensionAngleBoltCAD): - - def createMemberGeometry(self): - if self.Obj.sec_profile == 'Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.member.D / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def get_members_models(self): - - if self.Obj.sec_profile == 'Channels': - member = self.member1_Model - elif self.Obj.sec_profile == 'Back to Back Channels': - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - -if __name__ == '__main__': - import math - from cad.items.plate import Plate - from cad.items.channel import Channel - from cad.items.angle import Angle - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.Gasset_plate import GassetPlate - from cad.Tension.nutBoltPlacement import NutBoltArray - - import OCC.Core.V3d - from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape - # from cad.common_logic import CommonDesignLogic - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - member_data = 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or - - # weld_size = 6 - # s = max(15, weld_size) - - bolt = Bolt(R=8, T=5, H=6, r=3) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - - if member_data == 'Channels' or member_data == 'Back to Back Channels': - member = Channel(B=50, T=6.6, D=125, t=3, R1=6.0, R2=2.4, L=4000) - plate = GassetPlate(L=360 + 50, H=205.0, T=16, degree=30) - # plate_intercept = plate.L - s - 50 - if member_data in ['Channels']: - nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T - else: - nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T - plateObj = 0.0 - - nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) - - tensionCAD = TensionChannelBoltCAD(member, plate, nut_bolt_array, member_data) - - - else: - member = Angle(L=2000.0, A=90.0, B=65.0, T=10.0, R1=8.0, R2=0.0) - plate = GassetPlate(L=295 + 50, H=120, T=10, degree=30) - # plate_intercept = plate.L - s - 50 - if member_data == 'Back to Back Angles': - nut_space = 2 * member.T + plate.T + nut.T # member.T + plate.T + nut.T - else: - nut_space = member.T + plate.T + nut.T # 2*member.T + plate.T + nut.T - - plateObj = 0.0 - - nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) - - tensionCAD = TensionAngleBoltCAD(member, plate, nut_bolt_array, member_data) - - tensionCAD.create_3DModel() - plate = tensionCAD.get_plates_models() - mem = tensionCAD.get_members_models() - nutbolt = tensionCAD.get_nut_bolt_array_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(mem, update=True) - display.DisplayShape(plate, color='BLUE', update=True) - display.DisplayShape(nutbolt, color='YELLOW', update=True) - - start_display() diff --git a/cad/Tension/WeldedCAD.py b/cad/Tension/WeldedCAD.py deleted file mode 100644 index ed2a454e0..000000000 --- a/cad/Tension/WeldedCAD.py +++ /dev/null @@ -1,499 +0,0 @@ -""" -Initialized on 23-04-2020 -Comenced on -@author: Anand Swaroop -""" - -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - -class TensionAngleWeldCAD(object): - def __init__(self, Obj, member, plate, inline_weld, opline_weld, weld_plate_array): - """ - :param member: Angle or Channel - :param plate: Plate - :param weld: weld - :param input: input parameters - :param memb_data: data of the members - """ - - self.Obj = Obj - self.member = member - self.plate = plate - self.inline_weld = inline_weld - self.opline_weld = opline_weld - self.intermittentConnection = weld_plate_array - - # self.Obj.loc = 'Long Leg'#'Short Leg' - - self.plate1 = copy.deepcopy(self.plate) - self.plate2 = copy.deepcopy(self.plate) - - self.member1 = copy.deepcopy(self.member) - self.member2 = copy.deepcopy(self.member) - # self.member2 = copy.deepcopy(self.member) - - # front side member - self.weldHL11 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) - self.weldHL12 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) - self.weldHR11 = copy.deepcopy(self.inline_weld) - self.weldHR12 = copy.deepcopy(self.inline_weld) - - self.weldVL11 = copy.deepcopy(self.opline_weld) # weld vertical left side - self.weldVR11 = copy.deepcopy(self.opline_weld) # weld vertical right side - - # for B2B members, back side member - self.weldHL21 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) - self.weldHL22 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) - self.weldHR21 = copy.deepcopy(self.inline_weld) - self.weldHR22 = copy.deepcopy(self.inline_weld) - - self.weldVL21 = copy.deepcopy(self.opline_weld) # weld vertical left side - self.weldVR21 = copy.deepcopy(self.opline_weld) # weld vertical right side - - self.s = max(15, self.inline_weld.h) - self.plate_intercept = self.plate.L - self.s - 50 - self.inter_length = self.member.L - 2*(self.plate.L - 50) - - def create_3DModel(self): - - self.createMemberGeometry() - self.createPlateGeometry() - self.createWeldGeometry() - - def createMemberGeometry(self): - - if self.Obj.loc == 'Long Leg': - if self.Obj.sec_profile == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj.sec_profile == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - else: - if self.Obj.sec_profile == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 0.0, -1.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj.sec_profile == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 0.0, 1.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def createPlateGeometry(self): - plate1OriginL = numpy.array([0.0, 0.0, 0.0]) - plate1_uDir = numpy.array([1.0, 0.0, 0.0]) - plate1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) - - self.plate1_Model = self.plate1.create_model() - - plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) - plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) - plate2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) - - self.plate2_Model = self.plate2.create_model() - - if (self.Obj.sec_profile== 'Back to Back Angles' or self.Obj.sec_profile== 'Back to Back Channels' or self.Obj.sec_profile== 'Star Angles') and self.inter_length > 1000: - intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) - intermittentConnection_uDir = numpy.array([1.0, 0.0, 0.0]) - intermittentConnection_vDir = numpy.array([0.0, 1.0, 0.0]) - intermittentConnection_wDir = numpy.array([0.0, 0.0, 1.0]) - self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, - intermittentConnection_vDir, intermittentConnection_wDir) - - self.intermittentConnection_Model = self.intermittentConnection.create_model() - self.inter_conc_welds = self.intermittentConnection.get_welded_models() - self.inter_conc_plates = self.intermittentConnection.get_plate_models() - - def createWeldGeometry(self): - if self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Angles' or self.Obj.sec_profile == 'Channels' or self.Obj.sec_profile == 'Back to Back Channels': - weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) - - self.weldHL11_Model = self.weldHL11.create_model() - - weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L / 2]) - weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) - - self.weldHL12_Model = self.weldHL12.create_model() - - weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) - - self.weldHR11_Model = self.weldHR11.create_model() - - weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L / 2]) - weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) - - self.weldHR12_Model = self.weldHR12.create_model() - - weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L / 2]) - weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) - - self.weldVL11_Model = self.weldVL11.create_model() - - weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) - - self.weldVR11_Model = self.weldVR11.create_model() - - if self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels': - weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L / 2]) - weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) - - self.weldHL21_Model = self.weldHL21.create_model() - - weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, -self.opline_weld.L / 2]) - weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) - - self.weldHL22_Model = self.weldHL22.create_model() - - weldHR21OriginL = numpy.array( - [- self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L / 2]) - weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) - - self.weldHR21_Model = self.weldHR21.create_model() - - weldHR22OriginL = numpy.array( - [-2 * self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) - weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) - - self.weldHR22_Model = self.weldHR22.create_model() - - weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) - - self.weldVL21_Model = self.weldVL21.create_model() - - weldVR21OriginL = numpy.array( - [-self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) - weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) - - self.weldVR21_Model = self.weldVR21.create_model() - - elif self.Obj.sec_profile == 'Star Angles': - - weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) - - self.weldHL11_Model = self.weldHL11.create_model() - - weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L]) - weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) - - self.weldHL12_Model = self.weldHL12.create_model() - - weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, 0.0]) - weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) - - self.weldHR11_Model = self.weldHR11.create_model() - - weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L]) - weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) - - self.weldHR12_Model = self.weldHR12.create_model() - - weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L]) - weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) - - self.weldVL11_Model = self.weldVL11.create_model() - - weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) - - self.weldVR11_Model = self.weldVR11.create_model() - - weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L]) - weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) - - self.weldHL21_Model = self.weldHL21.create_model() - - weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, 0.0]) - weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) - - self.weldHL22_Model = self.weldHL22.create_model() - - weldHR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L]) - weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) - - self.weldHR21_Model = self.weldHR21.create_model() - - weldHR22OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, self.plate.T, 0.0]) - weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) - - self.weldHR22_Model = self.weldHR22.create_model() - - weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L]) - weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) - - self.weldVL21_Model = self.weldVL21.create_model() - - weldVR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) - - self.weldVR21_Model = self.weldVR21.create_model() - - - def get_members_models(self): - - if self.Obj.sec_profile == 'Angles': - member = self.member1_Model - - else: - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - def get_plates_models(self): - plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() - if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - def get_end_plates_models(self): - plate = self.plate1_Model - # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: - # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - - def get_welded_models(self): - - if self.Obj.sec_profile == 'Angles' or self.Obj.sec_profile == 'Channels': - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model] - elif (self.Obj.sec_profile== 'Back to Back Angles' or self.Obj.sec_profile== 'Back to Back Channels' or self.Obj.sec_profile== 'Star Angles') and self.inter_length > 1000: - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, - self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model, - self.inter_conc_welds] - else: - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, - self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model] - welds = welded_sec[0] - for comp in welded_sec[1:]: - welds = BRepAlgoAPI_Fuse(comp, welds).Shape() - return welds - - def get_models(self): - mem = self.get_welded_models() - plts = self.get_plates_models() - wlds = self.get_welded_models() - - array = BRepAlgoAPI_Fuse(mem, plts).Shape() - - array = BRepAlgoAPI_Fuse(array, wlds).Shape() - - return array -class TensionChannelWeldCAD(TensionAngleWeldCAD): - - def createMemberGeometry(self): - if self.Obj.sec_profile == 'Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj.sec_profile == 'Back to Back Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - - def get_members_models(self): - - if self.Obj.sec_profile == 'Channels': - member = self.member1_Model - elif self.Obj.sec_profile == 'Back to Back Channels': - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - -if __name__ == '__main__': - import math - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld - from cad.items.channel import Channel - from cad.items.angle import Angle - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.Gasset_plate import GassetPlate - - import OCC.Core.V3d - from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape - # from cad.common_logic import CommonDesignLogic - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - member_data = 'Star Angles' # 'Back to Back Angles' #'Angles' #''Back to Back Channels'#'Channels' # # - loc = 'Long Leg' # 'Short Leg'# - weld_size = 6 - s = max(15, weld_size) - - if member_data == 'Channels' or member_data == 'Back to Back Channels': - member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=5000) - plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30) - plate_intercept = plate.L - s - 50 - inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D) - - tensionCAD = TensionChannelWeldCAD(member_data, member, plate, inline_weld, opline_weld) - - - else: - member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0) - plate = GassetPlate(L=540 + 50, H=255, T=5, degree=30) - plate_intercept = plate.L - s - 50 - inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) - if loc == 'Long Leg': - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.A) - else: - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.B) - - tensionCAD = TensionAngleWeldCAD(member_data, member, plate, inline_weld, opline_weld) - - tensionCAD.create_3DModel() - plate = tensionCAD.get_plates_models() - mem = tensionCAD.get_members_models() - welds = tensionCAD.get_welded_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(mem, update=True) - display.DisplayShape(plate, color='BLUE', update=True) - display.DisplayShape(welds, color='Red', update=True) - - start_display() diff --git a/cad/Tension/nutBoltPlacement.py b/cad/Tension/nutBoltPlacement.py deleted file mode 100644 index 84ca6af0b..000000000 --- a/cad/Tension/nutBoltPlacement.py +++ /dev/null @@ -1,163 +0,0 @@ -''' -Created on 19-April-2020 - -@author : Anand Swaroop -''' - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - - -class NutBoltArray(): - """ - add a diagram here - """ - - def __init__(self, plateObj, nut, bolt, nut_space): - - self.nut = nut - self.bolt = bolt - - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.gap = nut_space - - self.initBoltPlaceParams(plateObj) - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - - self.models = [] - - if plateObj.sec_profile == 'Channels' or plateObj.sec_profile == 'Back to Back Channels': - self.member_thickness = plateObj.section_size_1.flange_thickness - else: - self.member_thickness = plateObj.section_size_1.thickness - self.root_radius = plateObj.section_size_1.root_radius - # print(self.root_radius,self.member_thickness,"rad and thk") - def initialiseNutBolts(self): - ''' - Initializing the Nut Bolt - ''' - b = self.bolt - n = self.nut - for i in range(self.row * self.col): - bolt_len_required = float(self.gap) - b.H = bolt_len_required + 10 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self, plateObj): - - self.pitch = plateObj.plate.pitch_provided - self.gauge = plateObj.plate.gauge_provided - self.edge = plateObj.plate.edge_dist_provided - # print(self.edge,"edge") - self.end = plateObj.plate.end_dist_provided - self.row = plateObj.plate.bolts_one_line - self.col = plateObj.plate.bolt_line - - def calculatePositions(self): - """ - Calculates the exact position for nut and bolts. - """ - self.positions = [] - for rw in range(self.row): - for col in range(self.col): - pos = self.origin - pos = pos + (self.member_thickness + self.root_radius) * self.gaugeDir - pos = pos + self.edge * self.gaugeDir - pos = pos + col * self.pitch * self.pitchDir - pos = pos + self.end * self.pitchDir - pos = pos + rw * self.gauge * self.gaugeDir - - self.positions.append(pos) - - def place(self, origin, gaugeDir, pitchDir, boltDir): - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions() - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) - self.models.append(dbg) - - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - bolt = Bolt(R=6, T=5, H=6, r=3) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - plateObj = 0.0 - - nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) - - place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - nut_bolt_array_Model = nut_bolt_array.create_model() - - array = nut_bolt_array.get_models() - # array = nut_bolts[0] - # for comp in nut_bolts: - # array = BRepAlgoAPI_Fuse(comp, array).Shape() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/Tension/standaloneCAD/BoltedCAD.py b/cad/Tension/standaloneCAD/BoltedCAD.py deleted file mode 100644 index 9f5863ebf..000000000 --- a/cad/Tension/standaloneCAD/BoltedCAD.py +++ /dev/null @@ -1,379 +0,0 @@ -""" -Initialized on 23-04-2020 -Comenced on -@author: Anand Swaroop -""" - -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - - -class TensionAngleBoltCAD(object): - def __init__(self, Obj, member, plate, nut_bolt_array, intermittentConnection): - """ - :param member: Angle or Channel - :param plate: Plate - :param input: input parameters - :param memb_data: data of the members - """ - - - self.Obj = Obj # 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or - self.loc = 'Long Leg' - self.member = member - self.plate = plate - self.nut_bolt_array = nut_bolt_array - self.intermittentConnection = intermittentConnection - - self.plate1 = copy.deepcopy(self.plate) - self.plate2 = copy.deepcopy(self.plate) - - self.member1 = copy.deepcopy(self.member) - self.member2 = copy.deepcopy(self.member) - # self.member2 = copy.deepcopy(self.member) - self.nut_bolt_arrayL = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayR = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayL_SA = copy.deepcopy(self.nut_bolt_array) - self.nut_bolt_arrayR_SA = copy.deepcopy(self.nut_bolt_array) - - # front side member - # weld vertical right side - - self.col = 2 # self.Obj.plate.bolt_line - self.end = 35 # self.Obj.plate.end_dist_provided - self.pitch = 45 # self.Obj.plate.pitch_provided - self.plate_intercept = 2 * self.end + (self.col - 1) * self.pitch - - def create_3DModel(self): - - self.createMemberGeometry() - self.createPlateGeometry() - self.create_nut_bolt_array() - - def createMemberGeometry(self): - - if self.loc == 'Long Leg': - if self.Obj == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([self.member.L - self.plate_intercept, self.plate.T, self.member.A / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - else: - if self.Obj == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.member.B / 2]) - member2_uDir = numpy.array([0.0, 0.0, -1.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 0.0, 1.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def createPlateGeometry(self): - plate1OriginL = numpy.array([0.0, 0.0, 0.0]) - plate1_uDir = numpy.array([1.0, 0.0, 0.0]) - plate1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) - - self.plate1_Model = self.plate1.create_model() - - plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) - plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) - plate2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) - - self.plate2_Model = self.plate2.create_model() - - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >1000: - intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) - intermittentConnection_uDir = numpy.array([0.0, 0.0, -1.0]) - intermittentConnection_vDir = numpy.array([1.0, 0.0, 0.0]) - intermittentConnection_wDir = numpy.array([0.0, 1.0, 0.0]) - self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, - intermittentConnection_vDir, intermittentConnection_wDir) - - self.intermittentConnection_Model = self.intermittentConnection.create_model() - self.inter_conc_bolts = self.intermittentConnection.get_nut_bolt_models() - self.inter_conc_plates = self.intermittentConnection.get_plate_models() - - def create_nut_bolt_array(self): - """ - - :return: Geometric Orientation of this component - """ - if self.Obj == 'Channels' or self.Obj == 'Back to Back Channels': - self.member.A = self.member.D - self.member.T = self.member.t - # nutboltArrayOrigin = self.baseplate.sec_origin + numpy.array([0.0, 0.0, self.baseplate.T /2+ 100]) - - if self.Obj == 'Star Angles': - nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() - - nutboltArrayROrigin = numpy.array([self.member.L - 2 * self.plate_intercept, -self.member.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() - - nutboltArrayL_SAOrigin = numpy.array([-self.plate_intercept, self.member.T + self.plate.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, 1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, -1.0, 0.0]) - self.nut_bolt_arrayL_SA.place(nutboltArrayL_SAOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayL_SAModels = self.nut_bolt_arrayL_SA.create_model() - - nutboltArrayR_SAOrigin = numpy.array( - [self.member.L - 2 * self.plate_intercept, self.member.T + self.plate.T, 0.0]) - gaugeDir = numpy.array([0.0, 0, 1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, -1.0, 0.0]) - self.nut_bolt_arrayR_SA.place(nutboltArrayR_SAOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayR_SAModels = self.nut_bolt_arrayR_SA.create_model() - - else: - if self.loc == 'Long Leg': - self.placement = self.member.A / 2 - else: - self.placement = self.member.B / 2 - nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, self.placement]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() - - nutboltArrayROrigin = numpy.array( - [-2 * self.plate_intercept + self.member.L, -self.member.T, self.placement]) - gaugeDir = numpy.array([0.0, 0, -1.0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 1.0, 0.0]) - self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) - - self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() - - def get_members_models(self): - - if self.Obj == 'Angles': - member = self.member1_Model - - else: - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - def get_plates_models(self): - plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: - plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - def get_nut_bolt_array_models(self): - - if self.Obj == 'Star Angles': - nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayRModels, self.nutboltArrayL_SAModels, - self.nutboltArrayR_SAModels] - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - else: - array = BRepAlgoAPI_Fuse(self.nutboltArrayLModels, self.nutboltArrayRModels).Shape() - # array = nut_bolts[0] - # for comp in nut_bolts: - # array = BRepAlgoAPI_Fuse(comp, array).Shape() - - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: - array = BRepAlgoAPI_Fuse(array, self.inter_conc_bolts).Shape() - - return array - - def get_models(self): - pass - - -class TensionChannelBoltCAD(TensionAngleBoltCAD): - - def createMemberGeometry(self): - if self.Obj == 'Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.member.D / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def get_members_models(self): - - if self.Obj == 'Channels': - member = self.member1_Model - elif self.Obj == 'Back to Back Channels': - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - -if __name__ == '__main__': - import math - from cad.items.plate import Plate - from cad.items.channel import Channel - from cad.items.angle import Angle - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.Gasset_plate import GassetPlate - from cad.Tension.standaloneCAD.nutBoltPlacement import NutBoltArray - from cad.Tension.standaloneCAD.IntermittentConnections import IntermittentNutBoltPlateArray - - import OCC.Core.V3d - from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape - # from cad.common_logic import CommonDesignLogic - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - Obj = 'Star Angles' #'Back to Back Channels' # 'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or - - # weld_size = 6 - # s = max(15, weld_size) - - plate = GassetPlate(L=360 + 50, H=205.0, T=10, degree=30) - bolt = Bolt(R=8, T=5, H=6, r=3) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - intermittentPlate = Plate(L= 2*125 , W=70, T=plate.T) - - if Obj == 'Channels' or Obj == 'Back to Back Channels': - member = Channel(B=50, T=6.6, D=125, t=3, R1=6.0, R2=2.4, L=4000) - # plate_intercept = plate.L - s - 50 - if Obj == 'Channels': - nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T - else: - nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T - # plateObj = 0.0 - - nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) - intermittentConnection = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) - - tensionCAD = TensionChannelBoltCAD(Obj, member, plate, nut_bolt_array, intermittentConnection) - - - else: - member = Angle(L=2000.0, A=90.0, B=65.0, T=10.0, R1=8.0, R2=0.0) - plate = GassetPlate(L=295 + 50, H=120, T=10, degree=30) - # plate_intercept = plate.L - s - 50 - if Obj == 'Back to Back Angles': - nut_space = 2 * member.T + plate.T + nut.T # member.T + plate.T + nut.T - else: - nut_space = member.T + plate.T + nut.T # 2*member.T + plate.T + nut.T - - plateObj = 0.0 - - nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) - intermittentConnection = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) - - tensionCAD = TensionAngleBoltCAD(Obj, member, plate, nut_bolt_array, intermittentConnection) - - tensionCAD.create_3DModel() - plate = tensionCAD.get_plates_models() - mem = tensionCAD.get_members_models() - nutbolt = tensionCAD.get_nut_bolt_array_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(mem, update=True) - display.DisplayShape(plate, color='BLUE', update=True) - display.DisplayShape(nutbolt, color='YELLOW', update=True) - - start_display() diff --git a/cad/Tension/standaloneCAD/WeldedCAD.py b/cad/Tension/standaloneCAD/WeldedCAD.py deleted file mode 100644 index 3b3bf5558..000000000 --- a/cad/Tension/standaloneCAD/WeldedCAD.py +++ /dev/null @@ -1,491 +0,0 @@ -""" -Initialized on 23-04-2020 -Comenced on -@author: Anand Swaroop -""" - -import numpy -import copy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - - -class TensionAngleWeldCAD(object): - def __init__(self, Obj, member, plate, inline_weld, opline_weld, weld_plate_array): - """ - :param member: Angle or Channel - :param plate: Plate - :param weld: weld - :param input: input parameters - :param memb_data: data of the members - """ - - self.Obj = Obj - self.member = member - self.plate = plate - self.inline_weld = inline_weld - self.opline_weld = opline_weld - self.intermittentConnection = weld_plate_array - - self.loc = 'Long Leg' # 'Short Leg' - - self.plate1 = copy.deepcopy(self.plate) - self.plate2 = copy.deepcopy(self.plate) - - self.member1 = copy.deepcopy(self.member) - self.member2 = copy.deepcopy(self.member) - # self.member2 = copy.deepcopy(self.member) - - # front side member - self.weldHL11 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) - self.weldHL12 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) - self.weldHR11 = copy.deepcopy(self.inline_weld) - self.weldHR12 = copy.deepcopy(self.inline_weld) - - self.weldVL11 = copy.deepcopy(self.opline_weld) # weld vertical left side - self.weldVR11 = copy.deepcopy(self.opline_weld) # weld vertical right side - - # for B2B members, back side member - self.weldHL21 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) - self.weldHL22 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) - self.weldHR21 = copy.deepcopy(self.inline_weld) - self.weldHR22 = copy.deepcopy(self.inline_weld) - - self.weldVL21 = copy.deepcopy(self.opline_weld) # weld vertical left side - self.weldVR21 = copy.deepcopy(self.opline_weld) # weld vertical right side - - self.s = max(15, self.inline_weld.h) - self.plate_intercept = self.plate.L - self.s - 50 - - def create_3DModel(self): - - self.createMemberGeometry() - self.createPlateGeometry() - self.createWeldGeometry() - - def createMemberGeometry(self): - - if self.loc == 'Long Leg': - if self.Obj == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - else: - if self.Obj == 'Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 0.0, -1.0]) - member2_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - elif self.Obj == 'Star Angles': - member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - member1_uDir = numpy.array([0.0, 0.0, -1.0]) - member1_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - member2_uDir = numpy.array([0.0, 0.0, 1.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def createPlateGeometry(self): - plate1OriginL = numpy.array([0.0, 0.0, 0.0]) - plate1_uDir = numpy.array([1.0, 0.0, 0.0]) - plate1_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) - - self.plate1_Model = self.plate1.create_model() - - plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) - plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) - plate2_wDir = numpy.array([0.0, 0.0, 1.0]) - self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) - - self.plate2_Model = self.plate2.create_model() - - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >=1000: - intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) - intermittentConnection_uDir = numpy.array([1.0, 0.0, 0.0]) - intermittentConnection_vDir = numpy.array([0.0, 1.0, 0.0]) - intermittentConnection_wDir = numpy.array([0.0, 0.0, 1.0]) - self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, - intermittentConnection_vDir, intermittentConnection_wDir) - - self.intermittentConnection_Model = self.intermittentConnection.create_model() - self.inter_conc_welds = self.intermittentConnection.get_welded_models() - self.inter_conc_plates = self.intermittentConnection.get_plate_models() - - def createWeldGeometry(self): - if self.Obj == 'Back to Back Angles' or self.Obj == 'Angles' or self.Obj == 'Channels' or self.Obj == 'Back to Back Channels': - weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) - weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) - - self.weldHL11_Model = self.weldHL11.create_model() - - weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L / 2]) - weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) - - self.weldHL12_Model = self.weldHL12.create_model() - - weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) - - self.weldHR11_Model = self.weldHR11.create_model() - - weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L / 2]) - weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) - - self.weldHR12_Model = self.weldHR12.create_model() - - weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L / 2]) - weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) - - self.weldVL11_Model = self.weldVL11.create_model() - - weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) - weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) - - self.weldVR11_Model = self.weldVR11.create_model() - - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels': - weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L / 2]) - weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) - - self.weldHL21_Model = self.weldHL21.create_model() - - weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, -self.opline_weld.L / 2]) - weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) - - self.weldHL22_Model = self.weldHL22.create_model() - - weldHR21OriginL = numpy.array( - [- self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L / 2]) - weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) - - self.weldHR21_Model = self.weldHR21.create_model() - - weldHR22OriginL = numpy.array( - [-2 * self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) - weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) - - self.weldHR22_Model = self.weldHR22.create_model() - - weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) - weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) - - self.weldVL21_Model = self.weldVL21.create_model() - - weldVR21OriginL = numpy.array( - [-self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) - weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) - - self.weldVR21_Model = self.weldVR21.create_model() - - elif self.Obj == 'Star Angles': - - weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) - weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) - - self.weldHL11_Model = self.weldHL11.create_model() - - weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L]) - weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) - - self.weldHL12_Model = self.weldHL12.create_model() - - weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, 0.0]) - weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) - - self.weldHR11_Model = self.weldHR11.create_model() - - weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L]) - weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) - - self.weldHR12_Model = self.weldHR12.create_model() - - weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L]) - weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) - - self.weldVL11_Model = self.weldVL11.create_model() - - weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) - weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) - - self.weldVR11_Model = self.weldVR11.create_model() - - weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L]) - weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) - - self.weldHL21_Model = self.weldHL21.create_model() - - weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, 0.0]) - weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) - - self.weldHL22_Model = self.weldHL22.create_model() - - weldHR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L]) - weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) - weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) - - self.weldHR21_Model = self.weldHR21.create_model() - - weldHR22OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, self.plate.T, 0.0]) - weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) - weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) - self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) - - self.weldHR22_Model = self.weldHR22.create_model() - - weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L]) - weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) - weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) - self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) - - self.weldVL21_Model = self.weldVL21.create_model() - - weldVR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) - weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) - weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) - self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) - - self.weldVR21_Model = self.weldVR21.create_model() - - - - def get_members_models(self): - - if self.Obj == 'Angles': - member = self.member1_Model - - else: - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - def get_plates_models(self): - plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: - plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() - return plate - - def get_welded_models(self): - - if self.Obj == 'Angles' or self.Obj == 'Channels': - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model, self.inter_conc_welds] - if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, - self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model, - self.inter_conc_welds] - else: - welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, - self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, - self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model] - welds = welded_sec[0] - for comp in welded_sec[1:]: - welds = BRepAlgoAPI_Fuse(comp, welds).Shape() - return welds - - def get_models(self): - pass - - -class TensionChannelWeldCAD(TensionAngleWeldCAD): - - def createMemberGeometry(self): - if self.Obj == 'Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - elif self.Obj == 'Back to Back Channels': - member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) - member1_uDir = numpy.array([0.0, -1.0, 0.0]) - member1_wDir = numpy.array([1.0, 0.0, 0.0]) - self.member1.place(member1OriginL, member1_uDir, member1_wDir) - - self.member1_Model = self.member1.create_model() - - member2OriginL = numpy.array( - [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.opline_weld.L / 2]) - member2_uDir = numpy.array([0.0, 1.0, 0.0]) - member2_wDir = numpy.array([-1.0, 0.0, 0.0]) - self.member2.place(member2OriginL, member2_uDir, member2_wDir) - - self.member2_Model = self.member2.create_model() - - def get_members_models(self): - - if self.Obj == 'Channels': - member = self.member1_Model - elif self.Obj == 'Back to Back Channels': - member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() - - return member - - -if __name__ == '__main__': - import math - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld - from cad.items.channel import Channel - from cad.items.angle import Angle - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.Gasset_plate import GassetPlate - from cad.Tension.standaloneCAD.IntermittentConnections import IntermittentWelds - - import OCC.Core.V3d - from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape - # from cad.common_logic import CommonDesignLogic - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - member_data = 'Star Angles' #'Back to Back Channels'# #'Channels' # 'Back to Back Angles' #'Angles' #' - loc = 'Long Leg' # 'Short Leg'# - weld_size = 6 - s = max(15, weld_size) - - intermittentPlate = Plate(L=195, W=80, T=16) - welds = FilletWeld(h=5, b=5, L=intermittentPlate.W) - weld_plate_array = IntermittentWelds(member_data, welds, intermittentPlate) - - if member_data == 'Channels' or member_data == 'Back to Back Channels': - member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=2000) - plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30) - plate_intercept = plate.L - s - 50 - inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D) - - tensionCAD = TensionChannelWeldCAD(member_data, member, plate, inline_weld, opline_weld, weld_plate_array) - - - else: - member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0) - plate = GassetPlate(L=540 + 50, H=255, T=16, degree=30) - plate_intercept = plate.L - s - 50 - inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) - if loc == 'Long Leg': - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.A) - else: - opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.B) - - tensionCAD = TensionAngleWeldCAD(member_data, member, plate, inline_weld, opline_weld, weld_plate_array) - - tensionCAD.create_3DModel() - plate = tensionCAD.get_plates_models() - mem = tensionCAD.get_members_models() - welds = tensionCAD.get_welded_models() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(mem, update=True) - display.DisplayShape(plate, color='BLUE', update=True) - display.DisplayShape(welds, color='Red', update=True) - - start_display() diff --git a/cad/Tension/standaloneCAD/nutBoltPlacement.py b/cad/Tension/standaloneCAD/nutBoltPlacement.py deleted file mode 100644 index 7dbc90a5a..000000000 --- a/cad/Tension/standaloneCAD/nutBoltPlacement.py +++ /dev/null @@ -1,176 +0,0 @@ -''' -Created on 19-April-2020 - -@author : Anand Swaroop -''' - -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.plate import Plate - - -class NutBoltArray(): - """ - add a diagram here - """ - - def __init__(self, Obj, nut, bolt, nut_space): - - self.nut = nut - self.bolt = bolt - - self.Obj = Obj - - self.origin = None - self.gaugeDir = None - self.pitchDir = None - self.boltDir = None - - self.gap = nut_space - - self.initBoltPlaceParams() - - self.bolts = [] - self.nuts = [] - self.initialiseNutBolts() - - self.positions = [] - - self.models = [] - - # if Obj == 'Channels' or Obj == 'Back to Back Channels': - # self.member_thickness = #Obj.section_size_1.flange_thickness - # else: - # self.member_thickness = #Obj.section_size_1.thickness - - def initialiseNutBolts(self): - ''' - Initializing the Nut Bolt - ''' - b = self.bolt - n = self.nut - for i in range(self.row * self.col): - bolt_len_required = float(b.T + self.gap) - b.H = bolt_len_required + (bolt_len_required) % 5 - self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) - self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) - - def initBoltPlaceParams(self): - - self.pitch = 45 # Obj.plate.pitch_provided - self.gauge = 35 # Obj.plate.gauge_provided - self.edge = 35 # Obj.plate.edge_dist_provided - self.end = 35 # Obj.plate.end_dist_provided - self.row = 2 # Obj.plate.bolts_one_line - self.col = 2 # Obj.plate.bolt_line - self.memberdeepth = 125 - self.member_thickness = 6.6 - self.member_web_thickness = 3 - self.root_radius = 6 - - - def calculatePositions(self): - """ - Calculates the exact position for nut and bolts. - """ - self.positions = [] - for rw in range(self.row): - for col in range(self.col): - pos = self.origin - pos = pos + (self.member_thickness + self.root_radius) * self.gaugeDir - pos = pos + self.edge * self.gaugeDir - pos = pos + col * self.pitch * self.pitchDir - pos = pos + self.end * self.pitchDir - pos = pos + rw * self.gauge * self.gaugeDir - - self.positions.append(pos) - - def place(self, origin, gaugeDir, pitchDir, boltDir): - - self.origin = origin - self.gaugeDir = gaugeDir - self.pitchDir = pitchDir - self.boltDir = boltDir - - self.calculatePositions() - - for index, pos in enumerate(self.positions): - self.bolts[index].place(pos, gaugeDir, boltDir) - self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) - - def create_model(self): - for bolt in self.bolts: - self.models.append(bolt.create_model()) - - for nut in self.nuts: - self.models.append(nut.create_model()) - - dbg = self.dbgSphere(self.origin) - self.models.append(dbg) - - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - def dbgSphere(self, pt): - return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - - def get_models(self): - nut_bolts = self.models - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array - - -if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - import numpy - - from OCC.gp import gp_Pnt - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - - nutboltArrayOrigin = numpy.array([0., 0., 0.]) - gaugeDir = numpy.array([0.0, 1.0, 0]) - pitchDir = numpy.array([1.0, 0.0, 0]) - boltDir = numpy.array([0, 0, 1.0]) - - bolt = Bolt(R=6, T=5, H=6, r=3) - nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T - Obj = 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or - - nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) - # - # intermittentPlate = Plate(L= 35+35+35, W=35+35, T = 10) - # nut_bolt_array = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) - # - # place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) - - nut_bolt_array_Model = nut_bolt_array.create_model() - - array = nut_bolt_array.get_models() - # nbarray = nut_bolt_array.get_nut_bolt_models() - # parray = nut_bolt_array.get_plate_models() - # array = nut_bolts[0] - # for comp in nut_bolts: - # array = BRepAlgoAPI_Fuse(comp, array).Shape() - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - display.DisplayShape(array, color='YELLOW', update=True) - # display.DisplayShape(parray, color= 'BLUE', update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/common_logic.py b/cad/common_logic.py deleted file mode 100644 index 442d96309..000000000 --- a/cad/common_logic.py +++ /dev/null @@ -1,2430 +0,0 @@ -''' -Created on 18-Nov-2016 - -@author: deepa, -modified : Sourabh Das, Darshan Vishwakarma -''' - -# from utils.common.component import Bolt,Beam,Section,Angle,Plate,Nut,Column,Weld -from cad.items.notch import Notch -from cad.items.bolt import Bolt -from cad.items.nut import Nut -from cad.items.plate import Plate -from cad.items.washer import Washer -from cad.items.ISection import ISection -from cad.items.filletweld import FilletWeld -from cad.items.groove_weld import GrooveWeld -from cad.items.angle import Angle -from cad.items.anchor_bolt import AnchorBolt_A, AnchorBolt_B, AnchorBolt_Endplate -from cad.items.stiffener_plate import StiffenerPlate -from cad.items.grout import Grout -from cad.items.angle import Angle -from cad.items.channel import Channel -from cad.items.Gasset_plate import GassetPlate -from cad.items.stiffener_flange import Stiffener_flange -from cad.items.rect_hollow import RectHollow -from cad.items.circular_hollow import CircularHollow - -from cad.ShearConnections.FinPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as FinBeamWebBeamWeb -from cad.ShearConnections.FinPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as FinColFlangeBeamWeb -from cad.ShearConnections.FinPlate.colWebBeamWebConnectivity import ColWebBeamWeb as FinColWebBeamWeb -from cad.ShearConnections.FinPlate.nutBoltPlacement import NutBoltArray as finNutBoltArray - -from cad.ShearConnections.CleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb -from cad.ShearConnections.CleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb -from cad.ShearConnections.CleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb -from cad.ShearConnections.CleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray - -from cad.ShearConnections.EndPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as EndBeamWebBeamWeb -from cad.ShearConnections.EndPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as EndColFlangeBeamWeb -from cad.ShearConnections.EndPlate.colWebBeamWebConnectivity import ColWebBeamWeb as EndColWebBeamWeb -from cad.ShearConnections.EndPlate.nutBoltPlacement import NutBoltArray as endNutBoltArray - -from cad.ShearConnections.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb -from cad.ShearConnections.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb -from cad.ShearConnections.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray -# from cad.ShearConnections.SeatedAngle.seat_angle_calc import SeatAngleCalculation - -from cad.BBCad.nutBoltPlacement_AF import NutBoltArray_AF -from cad.BBCad.nutBoltPlacement_BF import NutBoltArray_BF -from cad.BBCad.nutBoltPlacement_Web import NutBoltArray_Web -from cad.BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD - -from cad.MomentConnections.BBSpliceCoverlateCAD.WeldedCAD import BBSpliceCoverPlateWeldedCAD -from cad.MomentConnections.BBEndplate.BBEndplate_cadFile import CADFillet -from cad.MomentConnections.BBEndplate.BBEndplate_cadFile import CADGroove -from cad.MomentConnections.BCEndplate.BCEndplate_cadfile import CADGroove as BCECADGroove -from cad.MomentConnections.BCEndplate.BCEndplate_cadfile import CADcolwebGroove - -from cad.MomentConnections.CCSpliceCoverPlateCAD.WeldedCAD import CCSpliceCoverPlateWeldedCAD -from cad.MomentConnections.CCSpliceCoverPlateCAD.BoltedCAD import CCSpliceCoverPlateBoltedCAD -from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_AF import NutBoltArray_AF as CCSpliceNutBolt_AF -from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_BF import NutBoltArray_BF as CCSpliceNutBolt_BF -from cad.MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_Web import NutBoltArray_Web as CCSpliceNutBolt_Web - -from cad.BasePlateCad.baseplateconnection import BasePlateCad, HollowBasePlateCad -from cad.BasePlateCad.nutBoltPlacement import NutBoltArray as bpNutBoltArray - -from cad.Tension.WeldedCAD import TensionAngleWeldCAD, TensionChannelWeldCAD -from cad.Tension.BoltedCAD import TensionAngleBoltCAD, TensionChannelBoltCAD -from cad.Tension.nutBoltPlacement import NutBoltArray as TNutBoltArray -from cad.Tension.intermittentConnections import IntermittentNutBoltPlateArray, IntermittentWelds - -from cad.MomentConnections.CCEndPlateCAD.CAD import CCEndPlateCAD -from cad.MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray as CEPNutBoltArray - -# from design_type.connection.fin_plate_connection import FinPlateConnection -# from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.beam_cover_plate import BeamCoverPlate -# from design_type.connection.base_plate_connection import BasePlateConnection -from utilities import osdag_display_shape, DisplayMsg -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -import copy - -from cad.BBCad.nutBoltPlacement_AF import NutBoltArray_AF -from cad.BBCad.nutBoltPlacement_BF import NutBoltArray_BF -from cad.BBCad.nutBoltPlacement_Web import NutBoltArray_Web -from cad.BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD -from cad.MomentConnections.BBEndplate.BBE_nutBoltPlacement import BBENutBoltArray -from cad.MomentConnections.BCEndplate.BCE_nutBoltPlacement import BCE_NutBoltArray -from Common import * -from math import * - -# from Connections.Shear.Finplate.colWebBeamWebConnectivity import ColWebBeamWeb as finColWebBeamWeb -# from Connections.Shear.Endplate.colWebBeamWebConnectivity import ColWebBeamWeb as endColWebBeamWeb -# from Connections.Shear.cleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb -# from Connections.Shear.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb -# -# from Connections.Shear.Finplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as finBeamWebBeamWeb -# from Connections.Shear.Endplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as endBeamWebBeamWeb -# from Connections.Shear.cleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb -# -# from Connections.Shear.Finplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as finColFlangeBeamWeb -# from Connections.Shear.Endplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as endColFlangeBeamWeb -# from Connections.Shear.cleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb -# from Connections.Shear.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb - -# from Connections.Shear.Finplate.finPlateCalc import finConn -# from Connections.Shear.Endplate.endPlateCalc import end_connection -# from Connections.Shear.cleatAngle.cleatCalculation import cleat_connection -# from Connections.Shear.SeatedAngle.seat_angle_calc import SeatAngleCalculation -# from Connections.Component.filletweld import FilletWeld -# from Connections.Component.plate import Plate -# from Connections.Component.bolt import Bolt -# from Connections.Component.nut import Nut -# from Connections.Component.notch import Notch -# from Connections.Component.ISection import ISection -# from Connections.Component.angle import Angle -# from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray as finNutBoltArray -# from Connections.Shear.Endplate.nutBoltPlacement import NutBoltArray as endNutBoltArray -# from Connections.Shear.cleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray -# from Connections.Shear.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray -# from utilities import osdag_display_shape - -from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, - gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) -from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, - BRepBuilderAPI_MakeVertex, - BRepBuilderAPI_MakeWire, - BRepBuilderAPI_MakeFace, BRepBuilderAPI_MakeEdge2d, - BRepBuilderAPI_Transform) - -import OCC.Core.V3d -from OCC.Core.Quantity import * -from OCC.Core.Graphic3d import * -from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY -# from OCC.Core.AIS import Erase -# from OCC.Display.OCCViewer import V3d_XposYnegZneg -from OCC.Core.TNaming import tnaming -import multiprocessing - -# from Connections.Shear.Finplate.drawing_2D import FinCommonData -# from Connections.Shear.Endplate.drawing_2D import EndCommonData -# from Connections.Shear.cleatAngle.drawing2D import cleatCommonData -# from Connections.Shear.SeatedAngle.drawing_2D import SeatCommonData -# -# from Connections.Shear.Finplate.reportGenerator import save_html as fin_save_html -# from Connections.Shear.Endplate.reportGenerator import save_html as end_save_html -# from Connections.Shear.cleatAngle.reportGenerator import save_html as cleat_save_html -# from Connections.Shear.SeatedAngle.design_report_generator import ReportGenerator -# ----------------------------------------- from reportGenerator import save_html - - -class CommonDesignLogic(object): - # --------------------------------------------- def __init__(self, **kwargs): - # -------------------------------------------- self.uiObj = kwargs[uiObj] - # ------------------------------ self.dictbeamdata = kwargs[dictbeamdata] - # -------------------------------- self.dictcoldata = kwargs[dictcoldata] - # ------------------------------------------------ self.loc = kwargs[loc] - # ------------------------------------ self.component = kwargs[component] - # ------------------------------------------ self.bolt_R = kwargs[bolt_R] - # ------------------------------------------ self.bolt_T = kwargs[bolt_T] - # ---------------------------------------- self.bolt_Ht = kwargs[bolt_Ht] - # -------------------------------------------- self.nut_T = kwargs[nut_T] - # ----------------------------------------- self.display =kwargs[display] - # --------------------------- self.resultObj = self.call_finCalculation() - # ------------------------------------------- self.connectivityObj = None - - - def __init__(self, display, folder, connection, mainmodule): - - self.display = display - self.mainmodule = mainmodule - self.connection = connection - print(self.connection) - - - self.connectivityObj = None - self.folder = folder - - - def get_notch_ht(self, PB_T, PB_R1, SB_T, SB_R1): - """ - Args: - PB_T: (Float)Flange thickness of Primary beam - PB_R1: (Float) Root radius of Primary beam - SB_T: (Float) Flange thickness of Secondary beam - SB_R1: (Float) Root radius of Secondary beam - - Returns: (Float)Height of the coping based on maximum of sectional properties of Primary beam and Secondary beam - - """ - notch_ht = max([PB_T, SB_T]) + max([PB_R1, SB_R1]) + max([(PB_T/2), (SB_T/2),10]) - - return notch_ht - - def boltHeadThick_Calculation(self, boltDia): - ''' - This routine takes the bolt diameter and return bolt head thickness as per IS:3757(1989) and IS:1364 (PART-1) : 2002 - - - bolt Head Dia - <--------> - __________ - | | | T = Thickness - |________| | - | | - | | - | | - - Note: The head thickness for diameter 72 has been assumed and not taken from the IS code - - ''' - boltHeadThick = {5: 3.5, 6: 4, 8: 5.3, 10: 6.4, 12: 7.5, 14: 8.8, 16: 10, 18: 11.5, 20: 12.5, 22: 14, 24: 15, - 27: 17, 30: 18.7, 33: 21, 36: 22.5, 39: 25, 42: 26, 45: 28, 48: 30, 52: 33, 56: 35, 60: 38, 64: 40, 72: 45} - return boltHeadThick[boltDia] - - def boltHeadDia_Calculation(self, boltDia): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1989) and IS:1364 (PART-1) : 2002 - - bolt Head Dia - <--------> - __________ - | | - |________| - | | - | | - | | - - ''' - boltHeadDia = {5: 8, 6: 10, 8: 13, 10: 16, 12: 18, 14: 21, 16: 24, 18: 27, 20: 30, 22: 34, 24: 36, 27: 41, - 30: 46, 33: 50, 36: 55, 39: 60, 42: 65, 45: 70, 48: 75, 52: 80, 56: 85, 60: 90, 64: 95, 72: 110} - return boltHeadDia[boltDia] - - def boltLength_Calculation(self, boltDia): - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1985) - - bolt Head Dia - <--------> - __________ ______ - | | | - |________| | - | | | - | | | - | | | - | | | - | | | l= length - | | | - | | | - | | | - |__| ___|__ - - ''' - # boltHeadDia = {5: 40, 6: 40, 8: 40, 10: 40, 12: 40, 16: 50, 20: 50, 22: 50, 24: 50, 27: 60, 30: 65, 36: 75} - - ''' - This routine takes the bolt diameter and return bolt head diameter as per IS:1364 (PART-1) : 2002 - - __________ - | | - |________| ______ - | | | - | | | - | | | - | | | - | | | l= length - | | | - | | | - | | | - |__| ___|__ - - ''' - boltLength = {5: 25, 6: 30, 8: 40, 10: 45, 12: 50, 14: 60, 16: 65, 18: 70, 20: 80, 22: 90, 24: 90, 27: 100, - 30: 110, 33: 130, 36: 140, 39: 150, 42: 180, 45: 200, 48: 220, 52: 240, 56: 260, 60: 280, 64: 300, 72: 320} - - return boltLength[boltDia] - - @staticmethod - def nutThick_Calculation(boltDia): - ''' - Returns the thickness of the hexagon nut (Grade A and B) depending upon the nut diameter as per IS1364-3(2002) - Table 1 - - Note: The nut thk for 72 diameter is not available in IS code, however an approximated value is assumed. - 72 mm dia bolt is used in the base plate module. - ''' - - # nutDia = {5: 5, 6: 5.65, 8: 7.15, 10: 8.75, 12: 11.3, 16: 15, 20: 17.95, 22: 19.0, 24: 21.25, 27: 23, 30: 25.35, - # 36: 30.65} - - ''' - Returns the thickness of the nut depending upon the nut diameter as per IS1364-3(2002) - ''' - nutDia = {5: 4.7, 6: 5.2, 8: 6.8, 10: 8.4, 12: 10.8, 14: 12.8, 16: 14.8, 18: 15.8, 20: 18.0, 22: 19.4, 24: 21.5, 27: 23.8, 30: 25.6, - 33: 28.7, 36: 31, 39: 33.4, 42: 34.0, 45: 36, 48: 38.0, 52: 42, 56: 45.0, 60: 48, 64: 51.0, 72: 60.0} - - return nutDia[boltDia] - - - def create3DBeamWebBeamWeb(self): - '''self,uiObj,resultObj,dictbeamdata,dictcoldata): - creating 3d cad model with beam web beam web - - ''' - - A = self.module_class() - - if self.connection == KEY_DISP_FINPLATE: - # A = self.module_class() - # A = FinPlateConnection() - plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) - Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) - - elif self.connection == KEY_DISP_CLEATANGLE: - # A = CleatAngleConnection() - angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, - R1=A.cleat.root_radius, R2=A.cleat.toe_radius) - - elif self.connection == KEY_DISP_ENDPLATE: - # A = self.module_class() - plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) - Fweld1 = FilletWeld(L=A.plate.height, b=A.weld.size, h=A.weld.size) - - else: - pass - - bolt_dia = int(A.bolt.bolt_diameter_provided) - bolt_r = bolt_dia / 2.0 - bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 - bolt_T = self.boltHeadThick_Calculation(bolt_dia) - bolt_Ht = self.boltLength_Calculation(bolt_dia) - nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia - nut_Ht = bolt_dia - notch_height = A.supported_section.notch_ht - notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) - - ##### SECONDARY BEAM PARAMETERS ###### - - - # --Notch dimensions - if self.connection == KEY_DISP_FINPLATE: - gap = A.plate.gap - notchObj = Notch(R1=notch_R1, - height=notch_height, - # width= (pBeam_B/2.0 - (pBeam_tw/2.0 ))+ gap, - width=(A.supporting_section.flange_width / 2.0 - ( - A.supporting_section.web_thickness / 2.0 + gap)) + gap, - length=A.supported_section.flange_width) - - elif self.connection == KEY_DISP_CLEATANGLE: - gap = A.cleat.gap - notchObj = Notch(R1=notch_R1, - height=notch_height, - width=(A.supporting_section.flange_width / 2.0 - ( - A.supporting_section.web_thickness / 2.0 + gap)) + gap, - length=A.supported_section.flange_width) - # print(notch_R1,notch_height,(A.supporting_section.flange_width / 2.0 - - # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, A.supported_section.flange_width) - - elif self.connection == KEY_DISP_ENDPLATE: - notchObj = Notch(R1=notch_R1, height=notch_height, - width=(A.supporting_section.flange_width / 2.0 - ( - A.supporting_section.web_thickness / 2.0 + A.plate.thickness_provided)) + A.plate.gap, - length=A.supported_section.flange_width) - - else: - pass - # column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) - # - # beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) - - supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, - D=A.supporting_section.depth, t=A.supporting_section.web_thickness, - R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, - alpha=A.supporting_section.flange_slope, - length=1000, notchObj=None) - - supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, - D=A.supported_section.depth, - t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, - R2=A.supported_section.toe_radius, - alpha=A.supported_section.flange_slope, length=500, notchObj=notchObj) - - # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) - - # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - if self.connection == KEY_DISP_FINPLATE: # finBeamWebBeamWeb/endBeamWebBeamWeb - nut_space = A.supported_section.web_thickness + A.plate.thickness_provided + nut_T - nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - beamwebconn = FinBeamWebBeamWeb(supporting, supported, notchObj, plate, Fweld1, nutBoltArray, gap) - # column, beam, notch, plate, Fweld, nut_bolt_array - - elif self.connection == KEY_DISP_ENDPLATE: - nut_space = A.supporting_section.web_thickness + A.plate.thickness_provided + nut_T - nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - beamwebconn = EndBeamWebBeamWeb(supporting, supported, notchObj, Fweld1, plate, nutBoltArray) - - elif self.connection == KEY_DISP_CLEATANGLE: - # nut_space = sBeam_tw + 2 * cleat_thick + nut_T - # cnut_space = pBeam_tw + cleat_thick + nut_T - # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) - # beamwebconn = cleatBeamWebBeamWeb(column, beam, notchObj, angle, nut_bolt_array,gap) - nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T - cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T - nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) - beamwebconn = cleatBeamWebBeamWeb(supporting, supported, notchObj, angle, nut_bolt_array,gap) - - else: - pass - - beamwebconn.create_3dmodel() - - return beamwebconn - - def create3DColWebBeamWeb(self): - ''' - creating 3d cad model with column web beam web - - ''' - - A = self.module_class() - - # if self.connection == KEY_DISP_FINPLATE: - # A = self.module_class() - # A = FinPlateConnection() - if self.connection == KEY_DISP_CLEATANGLE: - # A = CleatAngleConnection() - angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, - R1=A.cleat.root_radius, R2=A.cleat.toe_radius) - - elif self.connection == KEY_DISP_SEATED_ANGLE: - angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, - T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) - else: - pass - #### PLATE,BOLT,ANGLE AND NUT PARAMETERS ##### - - # if self.connection == "cleatAngle": - # cleat_length = self.resultObj['cleat']['height'] - # cleat_thick = float(self.dictangledata["t"]) - # cleat_legsizes = str(self.dictangledata["AXB"]) - # angle_A = int(cleat_legsizes.split('x')[0]) - # angle_B = int(cleat_legsizes.split('x')[1]) - # angle_r1 = float(str(self.dictangledata["R1"])) - # angle_r2 = float(str(self.dictangledata["R2"])) - # - # elif self.connection == 'SeatedAngle': - # seat_length = self.resultObj['SeatAngle']['Length (mm)'] - # seat_thick = float(self.dictangledata["t"]) - # seat_legsizes = str(self.dictangledata["AXB"]) - # seatangle_A = int(seat_legsizes.split('x')[0]) - # seatangle_B = int(seat_legsizes.split('x')[1]) - # seatangle_r1 = float(str(self.dictangledata["R1"])) - # seatangle_r2 = float(str(self.dictangledata["R2"])) - # - # topangle_length = self.resultObj['SeatAngle']['Length (mm)'] - # topangle_thick = float(self.dicttopangledata["t"]) - # top_legsizes = str(self.dicttopangledata["AXB"]) - # topangle_A = int(top_legsizes.split('x')[0]) - # topangle_B = int(top_legsizes.split('x')[1]) - # topangle_r1 = float(str(self.dicttopangledata["R1"])) - # topangle_r2 = float(str(self.dicttopangledata["R2"])) - # else: - # fillet_length = self.resultObj['Plate']['height'] - # fillet_thickness = str(self.uiObj['Weld']['Size (mm)']) - # plate_width = self.resultObj['Plate']['width'] - # plate_thick = str(self.uiObj['Plate']['Thickness (mm)']) - - bolt_dia = int(A.bolt.bolt_diameter_provided) - bolt_r = bolt_dia / 2.0 - bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 - bolt_T = self.boltHeadThick_Calculation(bolt_dia) - bolt_Ht = self.boltLength_Calculation(bolt_dia) - nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia - nut_Ht = bolt_dia - # notch_height = A.supported_section.notch_ht - # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) - - if self.connection == KEY_DISP_CLEATANGLE: - gap = A.cleat.gap - # notchObj = Notch(R1=notch_R1, - # height=notch_height, - # width=(A.supporting_section.flange_width / 2.0 - ( - # A.supporting_section.web_thickness / 2.0 + gap)) + gap, - # length=A.supported_section.flange_width) - # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - - # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, - # A.supported_section.flange_width) - elif self.connection == KEY_DISP_SEATED_ANGLE: - gap = A.plate.gap - seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length - T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) - topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, - T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) - - elif self.connection == KEY_DISP_ENDPLATE: - plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) - Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) - - else: - plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) - Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) - - supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, - D=A.supporting_section.depth, t=A.supporting_section.web_thickness, - R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, - alpha=A.supporting_section.flange_slope, - length=max(1000, (500 + A.supported_section.depth)), notchObj=None) - supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, - D=A.supported_section.depth, - t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, - R2=A.supported_section.toe_radius, - alpha=A.supported_section.flange_slope, length=500, notchObj=None) - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - if self.connection == KEY_DISP_FINPLATE: # finColWebBeamWeb - gap = A.plate.gap - nut_space = A.supported_section.web_thickness + int(A.plate.thickness_provided) + nut_T - nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - colwebconn = FinColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) - - elif self.connection == KEY_DISP_ENDPLATE: - nut_space = A.supporting_section.web_thickness + int(A.plate.thickness_provided) + nut_T - nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - colwebconn = EndColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) - - elif self.connection == KEY_DISP_CLEATANGLE: - # nut_space = beam_tw + 2 * cleat_thick + nut_T - # cnut_space = column_tw + cleat_thick + nut_T - # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) - # colwebconn = cleatColWebBeamWeb(column, beam, angle, nut_bolt_array,gap) - nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T - cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T - nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) - colwebconn = cleatColWebBeamWeb(supporting, supported, angle, nut_bolt_array, gap) - - else: - snut_space = A.supporting_section.web_thickness + A.seated.thickness + nut_T - sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T - tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T - tbnut_space = A.supporting_section.web_thickness + A.top_angle.thickness + nut_T - - nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) - colwebconn = seatColWebBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) - - colwebconn.create_3dmodel() - return colwebconn - - def create3DColFlangeBeamWeb(self): - ''' - Creating 3d cad model with column flange beam web connection - - ''' - - A = self.module_class() - - if self.connection == KEY_DISP_FINPLATE: - # A = self.module_class() - # A = FinPlateConnection() - gap = A.plate.gap - elif self.connection == KEY_DISP_CLEATANGLE: - # A = CleatAngleConnection() - angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, - R1=A.cleat.root_radius, R2=A.cleat.toe_radius) - elif self.connection == KEY_DISP_SEATED_ANGLE: - angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, - T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) - else: - pass - - bolt_dia = int(A.bolt.bolt_diameter_provided) - bolt_r = bolt_dia / 2.0 - bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 - bolt_T = self.boltHeadThick_Calculation(bolt_dia) - bolt_Ht = self.boltLength_Calculation(bolt_dia) - nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia - nut_Ht = bolt_dia - # gap = A.plate.gap - # notch_height = A.supported_section.notch_ht - # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) - - if self.connection == KEY_DISP_CLEATANGLE: - gap = A.cleat.gap - # notchObj = Notch(R1=notch_R1, - # height=notch_height, - # width=(A.supporting_section.flange_width / 2.0 - ( - # A.supporting_section.web_thickness / 2.0 + gap)) + gap, - # length=A.supported_section.flange_width) - # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - - # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, - # A.supported_section.flange_width) - - elif self.connection == KEY_DISP_SEATED_ANGLE: - gap = A.plate.gap - seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length - T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) - topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, - T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) - - elif self.connection == KEY_DISP_ENDPLATE: - plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) - Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) - else: - # plate = Plate(L= 300,W =100, T = 10) - plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) - - # Fweld1 = FilletWeld(L= 300,b = 6, h = 6) - Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) - - supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, - D=A.supported_section.depth, - t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, - R2=A.supported_section.toe_radius, - alpha=A.supported_section.flange_slope, length=500, notchObj=None) - - supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, - D=A.supporting_section.depth, t=A.supporting_section.web_thickness, - R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, - alpha=A.supporting_section.flange_slope, - length=max(1000, (500 + A.supported_section.depth)), notchObj=None) - - # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) - - # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - if self.connection == KEY_DISP_FINPLATE: - nut_space = A.supported_section.web_thickness+ int(A.plate.thickness_provided) + nut_T - # nutBoltArray = finNutBoltArray(A, nut, bolt, nut_space) # finColFlangeBeamWeb - # colflangeconn = finColFlangeBeamWeb(column, beam, Fweld1, plate, nutBoltArray, gap) - - nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - colflangeconn = FinColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) - - elif self.connection == KEY_DISP_ENDPLATE: - nut_space = A.supporting_section.flange_thickness + int(A.plate.thickness_provided) + nut_T - nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) - colflangeconn = EndColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) - - elif self.connection == KEY_DISP_CLEATANGLE: - - # nut_space = A.supported_section.web_thickness + 2 * + nut_T - # cnut_space = column_T + cleat_thick + nut_T - # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) - # colflangeconn = cleatColFlangeBeamWeb(column, beam, angle, nut_bolt_array,gap) - nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T - cnut_space = A.supporting_section.flange_thickness + A.cleat.thickness + nut_T - nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) - colflangeconn = cleatColFlangeBeamWeb(supporting, supported, angle, nut_bolt_array, gap) - - else: - # pass - snut_space = A.supporting_section.flange_thickness + A.seated.thickness + nut_T - sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T - tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T - tbnut_space = A.supporting_section.flange_thickness + A.top_angle.thickness + nut_T - - nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space, True) - colflangeconn = seatColFlangeBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) - # - - # else: - # snut_space = column_T + seat_thick + nut_T - # sbnut_space = beam_T + seat_thick + nut_T - # tnut_space = beam_T + topangle_thick + nut_T - # tbnut_space = column_T + topangle_thick + nut_T - # - # nutBoltArray = seatNutBoltArray(self.resultObj, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) - # colflangeconn = seatColFlangeBeamWeb(column, beam, seatangle, topclipangle, nutBoltArray,gap) - - colflangeconn.create_3dmodel() - return colflangeconn - - def createBBCoverPlateCAD(self): - ''' - :return: The calculated values/parameters to create 3D CAD model of individual components. - ''' - - if self.connection == KEY_DISP_BEAMCOVERPLATE: - B = BeamCoverPlate() - # beam_data = self.fetchBeamPara() # Fetches the beam dimensions - - beam_tw = float(B.section.web_thickness) - beam_T = float(B.section.flange_thickness) - beam_d = float(B.section.depth) - beam_B = float(B.section.flange_width) - beam_R1 = float(B.section.root_radius) - beam_R2 = float(B.section.toe_radius) - beam_alpha = float(B.section.flange_slope) - beam_length = B.flange_plate.length/2+300 - - beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, - R1=beam_R1, R2=beam_R2, alpha=beam_alpha, - length=beam_length, notchObj=None) # Call to ISection in Component repository - beam_Right = copy.copy(beam_Left) # Since both the beams are same - - - plateAbvFlange = Plate(L=B.flange_plate.height, - W=B.flange_plate.length, - T=float(B.flange_plate.thickness_provided)) # Call to Plate in Component repository - plateBelwFlange = copy.copy(plateAbvFlange) # Since both the flange plates are identical - - innerplateAbvFlangeFront = Plate(L=B.flange_plate.Innerheight, - W=B.flange_plate.Innerlength, - T=float(B.flange_plate.thickness_provided)) - innerplateAbvFlangeBack = copy.copy(innerplateAbvFlangeFront) - innerplateBelwFlangeFront = copy.copy(innerplateAbvFlangeBack) - innerplateBelwFlangeBack = copy.copy(innerplateBelwFlangeFront) - - WebPlateLeft = Plate(L=B.web_plate.height, - W=B.web_plate.length, - T=float(B.web_plate.thickness_provided)) # Call to Plate in Component repository - WebPlateRight = copy.copy(WebPlateLeft) # Since both the Web plates are identical - - bolt_d = float(B.flange_bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory - - numOfBoltsF = int(B.flange_plate.bolts_required) # Number of flange bolts for both beams - if B.preference == "Outside": - nutSpaceF = float( - B.flange_plate.thickness_provided) + beam_T # Space between bolt head and nut for flange bolts - else: - nutSpaceF = 2 * float(B.flange_plate.thickness_provided) + beam_T - - # TODO : update nutSpace from Osdag test - - numOfBoltsW = int(B.web_plate.bolts_required) # Number of web bolts for both beams - nutSpaceW = 2 * float( - B.web_plate.thickness_provided) + beam_tw # Space between bolt head and nut for web bolts - - # Bolt placement for Above Flange bolts, call to nutBoltPlacement_AF.py - bolting_AF = NutBoltArray_AF(BeamCoverPlate(), nut, bolt, numOfBoltsF, nutSpaceF) - - # Bolt placement for Below Flange bolts, call to nutBoltPlacement_BF.py - bolting_BF = NutBoltArray_BF(BeamCoverPlate(), nut, bolt, numOfBoltsF, nutSpaceF) - - # Bolt placement for Web Plate bolts, call to nutBoltPlacement_Web.py - bolting_Web = NutBoltArray_Web(BeamCoverPlate(), nut, bolt, numOfBoltsW, nutSpaceW) - - # bbCoverPlate is an object which is passed BBCoverPlateBoltedCAD.py file, which initialized the parameters of each CAD component - bbCoverPlate = BBCoverPlateBoltedCAD(beam_Left, beam_Right, plateAbvFlange, plateBelwFlange, - innerplateAbvFlangeFront, - innerplateAbvFlangeBack, innerplateBelwFlangeFront, - innerplateBelwFlangeBack, - WebPlateLeft, WebPlateRight, bolting_AF, bolting_BF, bolting_Web, - BeamCoverPlate()) - - # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity - bbCoverPlate.create_3DModel() - - elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: - B = self.module_class() - beamLenght = (max(float(B.flange_plate.length), float(B.web_plate.length)) + 600) / 2 - beam = ISection(B=float(B.section.flange_width), T=float(B.section.flange_thickness), - D=float(B.section.depth), t=float(B.section.web_thickness), R1=float(B.section.root_radius), - R2=float(B.section.toe_radius), alpha=float(B.section.flange_slope), length=beamLenght, - notchObj=None) - flangePlate = Plate(L=float(B.flange_plate.length), W=float(B.flange_plate.height), - T=float(B.flange_plate.thickness_provided)) - innerFlangePlate = Plate(L=float(B.flange_plate.Innerlength), W=float(B.flange_plate.Innerheight), - T=float(B.flange_plate.thickness_provided)) - webPlate = Plate(L=float(B.web_plate.length), W=float(B.web_plate.height), - T=float(B.web_plate.thickness_provided)) - - flangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.L) - flangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.W) - - innerflangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), - L=innerFlangePlate.L) - innerflangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), - L=innerFlangePlate.W) - - webPlateWeldL = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.L) - webPlateWeldW = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.W) - - bbCoverPlate = BBSpliceCoverPlateWeldedCAD(B, beam, flangePlate, innerFlangePlate, webPlate, - flangePlateWeldL, flangePlateWeldW, - innerflangePlateWeldL, - innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) - - # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity - bbCoverPlate.create_3DModel() - - return bbCoverPlate - - def createBBEndPlateCAD(self): - """ - Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file - :return: creates CAD model - """ - - BBE = self.module_class - - beam_tw = float(BBE.beam_tw) - beam_T = float(BBE.beam_tf) - beam_d = float(BBE.beam_D) - beam_B = float(BBE.beam_bf) - beam_R1 = 0.0 - beam_R2 = 0.0 - beam_alpha = 0.0 - beam_length = 500 - - - - beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, - R1=beam_R1, R2=beam_R2, alpha=beam_alpha, - length=beam_length, notchObj=None) - beam_Right = copy.copy(beam_Left) # Since both the beams are same - - - plate_Left = Plate(W=BBE.ep_width_provided, - L=BBE.ep_height_provided, - T=BBE.plate_thickness) - plate_Right = copy.copy(plate_Left) # Since both the end plates are identical - - # Beam stiffeners 4 if extended both ways, only 1 and 3 if extended oneway and non for flus type - beam_stiffeners = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, - T=BBE.stiffener_thickness, - R11=BBE.stiffener_length - 25, - R12=BBE.stiffener_height - 25, - L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 - # - # # Beam stiffeners for the flush type endplate - beam_stiffenerFlush = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, - T=BBE.stiffener_thickness, - L21=5.0, L22=5.0) - - - # alist = self.designParameters() # An object to save all input values entered by user - - bolt_d = float(BBE.bolt_diameter_provided) # Bolt diameter, entered by user - bolt_r = bolt_d / 2 - print(bolt_d) - bolt_T = self.boltHeadThick_Calculation(bolt_d) - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 - bolt_Ht = self.boltLength_Calculation(bolt_d) - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo - nut_T = self.nutThick_Calculation(bolt_d) - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - numberOfBolts = int(BBE.bolt_numbers) - - nutSpace = 2 * float(BBE.plate_thickness) + nut_T # Space between bolt head and nut - - bbNutBoltArray = BBENutBoltArray(BBE, nut, bolt, numberOfBolts, nutSpace) - - # Following welds are for to weld stiffeners for extended bothways and ext4ended oneway - # bbWeld for stiffener hight on left side - bbWeldStiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, - - L=BBE.stiffener_height - 5.0) # outputobj['Stiffener']['Length'] - 25 - - # bbWeld for stiffener length on left side - bbWeldStiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, - L=BBE.stiffener_length-5.0) - # - # # following welds are fillet welds for the flush endplate stiffeners - bbWeldFlushstiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, - L=BBE.stiffener_height-5.0) - - bbWeldFlushstiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, - L=BBE.stiffener_length-5.0) - # - # # if BBE.weld.type == "Fillet Weld": - # # - # Fillet Weld for connecting end plate to beam - - # # Followings welds are welds above beam flange, Qty = 4 - # bbWeldAbvFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), - # L=beam_B) - # - # # Followings welds are welds below beam flange, Qty = 8 - # bbWeldBelwFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), - # L=(beam_B - beam_tw) / 2 - - # beam_R1 - beam_R2) - # - # # Followings welds are welds placed aside of beam web, Qty = 4 - # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), - # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) - # # # - # # extbothWays = BBEndplateCAD(beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray, - # # bbWeldAbvFlang, bbWeldBelwFlang, bbWeldSideWeb, bbWeldFlushstiffHeight, - # # bbWeldFlushstiffLength, - # # bbWeldStiffHeight, bbWeldStiffLength, beam_stiffeners, beam_stiffenerFlush, alist, - # # outputobj) - # # extbothWays.create_3DModel() - # # - # # return extbothWays - # # - # # else: # Groove Weld - # - # # Grove Weld for connecting end plate to beam - bbWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), - L=beam_B) # outputobj["Weld"]["Size"] - # - # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), - # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) - bbWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), - L=beam_d - 2 * beam_T) # outputobj["Weld"]["Size"] - - - - extbothWays = CADGroove(BBE,beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray,bbWeldFlang, - bbWeldWeb,beam_stiffeners,beam_stiffenerFlush,bbWeldStiffHeight,bbWeldStiffLength,bbWeldFlushstiffHeight,bbWeldFlushstiffLength) - extbothWays.create_3DModel() - - return extbothWays - - def createBCEndPlateCAD(self): - """ - Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file - :return: creates CAD model - """ - BCE = self.module_class - - column_tw = float(BCE.column_tw) - column_T = float(BCE.column_tf) - column_d = float(BCE.column_D) - column_B = float(BCE.column_bf) - column_R1 = float(BCE.column_r1) - column_R2 = float(BCE.column_r2) - column_alpha = 0.0 - self.column_length = float(BCE.ep_height_provided + 1000) - # print(column_T,column_B,column_d,column_tw,column_R1,column_R2) - - beam_tw = float(BCE.beam_tw) - beam_T = float(BCE.beam_tf) - beam_d = float(BCE.beam_D) - beam_B = float(BCE.beam_bf) - beam_R1 = float(BCE.beam_r1) - beam_R2 = float(BCE.beam_r2) - beam_alpha = 0.0 - self.beam_length = BCE.stiffener_length +500 - - beam_Left = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, - R1=column_R1, R2=column_R2, alpha=column_alpha, - length=self.column_length, notchObj=None) - - beam_Right = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, - R1=beam_R1, R2=beam_R2, alpha=beam_alpha, - length=self.beam_length, notchObj=None) # Since both the beams are same - - # outputobj = self.outputs # Save all the claculated/displayed out in outputobj - - plate_Right = Plate(W=BCE.ep_width_provided, - L=BCE.ep_height_provided, - T=BCE.plate_thickness) - - - - # TODO adding enpplate type and check if code is working - # TODO added connectivity type here - - - - if BCE.connectivity == "Column Web-Beam Web": - conn_type = 'col_web_connectivity' - else: # "Column flange-Beam web" - conn_type = 'col_flange_connectivity' - - print(conn_type,"hfhfh") - - # endplate_type = alist['Member']['EndPlate_type'] - if BCE.endplate_type == 'Extended One Way - Irreversible Moment': - endplate_type = "one_way" - elif BCE.endplate_type == 'Flushed - Reversible Moment': - endplate_type = "flush" - else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": - endplate_type = "both_way" - - if BCE.continuity_plate_tension_flange_status == True or BCE.continuity_plate_tension_flange_status == True: - - if BCE.connectivity != "Column Web-Beam Web": - contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, - L=float(column_d) - 2 * float(column_T), - T=BCE.cont_plate_thk_provided, L21=BCE.notch_size, R22=BCE.notch_size, - R21=BCE.notch_size, L22=BCE.notch_size) - - contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, - L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) - contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, - L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) - else: - contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, - L=float(column_d) - 2 * float(column_T), - T=BCE.cont_plate_thk_provided, L11=BCE.notch_size, R11=BCE.notch_size, - R12=BCE.notch_size, L12=BCE.notch_size) - contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, - L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) - contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, - L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) - else: - contPlates = None - contWeldD = None - contWeldB = None - - if BCE.web_stiffener_status == True: - - - webplate = StiffenerPlate(W=BCE.web_stiffener_width, - L=BCE.web_stiffener_depth, - T=BCE.web_stiffener_thk_provided) - webWeldD = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, - L=BCE.web_stiffener_depth) - webWeldB = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, - L=BCE.web_stiffener_width) - else: - webplate = None - webWeldD = None - webWeldB = None - - - - - # if BCE.web_stiffener_status == True: - # diagplate = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, - # L=BCE.diag_stiffener_length, - # T=BCE.diag_stiffener_thk_provided) - # diagWeldD = FilletWeld(b=BCE.weld_size_diag_stiffener, h=BCE.weld_size_diag_stiffener, - # L=BCE.diag_stiffener_length) - # diagWeldB = FilletWeld(b=BCE.diag_stiffener_thk_provided, h=BCE.diag_stiffener_thk_provided, - # L=float(column_B) / 2 - float(column_tw) / 2) - # else: - ########## diagplate is omitted due to detailing issues ########### - diagplate = None - diagWeldD = None - diagWeldB = None - ########## diagplate is omitted due to detailing issues ########### - - # contPlate_L2 = StiffenerPlate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, - # L=float(column_data["D"]) - 2 * float(column_data["T"]), - # T=outputobj['ContPlateTens']['Thickness']) - # contPlate_R1 = copy.copy(contPlate_L1) - # contPlate_R2 = copy.copy(contPlate_L2) - - - - beam_stiffeners = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, - T=BCE.stiffener_thickness, - R11=BCE.stiffener_length- 25, - R12=BCE.stiffener_height - 25, - L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 - - beam_stiffenerFlush = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, - T=BCE.stiffener_thickness, - L21=5.0, L22=5.0) - - bcWeldFlushstiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, - L=BCE.stiffener_height - 5.0) - - bcWeldFlushstiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, - L=BCE.stiffener_length - 5.0) - - # beam_stiffener_2 = copy.copy(beam_stiffener_1) - - bolt_d = float(BCE.bolt.bolt_diameter_provided) # Bolt diameter, entered by user - bolt_r = bolt_d / 2 - bolt_T = self.boltHeadThick_Calculation(bolt_d) - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 - bolt_Ht = self.boltLength_Calculation(bolt_d) - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo - nut_T = self.nutThick_Calculation(bolt_d) - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - - numberOfBolts = int(BCE.bolt_numbers) - - - # TODO remove all the clutter later - - # nutSpace = 2 * float(outputobj["Plate"]["Thickness"]) + nut_T # Space between bolt head and nut - if conn_type == 'col_flange_connectivity': - nutSpace = float(column_T) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut - - else: - nutSpace = float(column_tw) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut - print(nutSpace,column_tw,BCE.plate_thickness,nut_T,"121") - bbNutBoltArray = BCE_NutBoltArray(BCE, nut, bolt, numberOfBolts, nutSpace, endplate_type) - - ########################### - # WELD SECTIONS # - ########################### - ''' - Following sections are for creating Fillet Welds and Groove Welds - Welds are numbered from Top to Bottom in Z-axis, Front to Back in Y axis and Left to Right in X axis. - ''' - ############################### Weld for the beam stiffeners ################################################ - - # bcWeld for stiffener hight on left side - print(BCE.notch_size,BCE.stiffener_thickness,BCE.stiffener_height,BCE.stiffener_length, BCE.cont_plate_thk_provided,BCE.weld_size_continuity_plate,BCE.weld_size_continuity_plate,"jjjj") - bcWeldStiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, - L=BCE.stiffener_height-5.0) - - # - bcWeldStiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, - L=BCE.stiffener_length-5.0) - - - - bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), - L=beam_B) - # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) - # # - # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), - L=beam_d - 2 * beam_T) - - if conn_type == 'col_flange_connectivity': - # - # if alist["Weld"]["Method"] == "Fillet Weld": - # - # # # Followings welds are welds above beam flange, Qty = 4 - # # bcWeldAbvFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - # # h=float(alist["Weld"]["Flange (mm)"]), - # # L=beam_B) - # # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) - # # - # # # Followings welds are welds below beam flange, Qty = 8 - # # bcWeldBelwFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) - # # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) - # # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) - # # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) - # # - # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - # # bcWeldSideWeb = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - # # L=beam_d - 2 * beam_T - 40) - # # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) - # - # extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, bcWeldAbvFlang, - # bcWeldBelwFlang, - # bcWeldSideWeb, contWeldD, contWeldB, - # bcWeldStiffHeight, bcWeldStiffLength, - # contPlates, beam_stiffeners, endplate_type, conn_type, - # outputobj) - # extbothWays.create_3DModel() - # - # return extbothWays - # - # else: # Groove Weld - - # extbothWays = CADGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, - # bcWeldFlang, bcWeldWeb, - # bcWeldStiffHeight, bcWeldStiffLength, contWeldD, contWeldB, - # contPlates, beam_stiffeners, endplate_type, outputobj) - extbothWays = BCECADGroove(BCE,beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt,bcWeldFlang, - bcWeldWeb, contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB,diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) - - - extbothWays.create_3DModel() - - return extbothWays - - else: # conn_type = 'col_web_connectivity' - bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), - L=beam_B) - # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) - # # - # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), - L=beam_d - 2 * beam_T) - - ########## diagplate is omitted due to detailing issues ########### - diagplate = None - diagWeldD = None - diagWeldB = None - ########## diagplate is omitted due to detailing issues ########### - - webplate = None - webWeldD = None - webWeldB = None - # if alist["Weld"]["Method"] == "Fillet Weld": - # # # Followings welds are welds above beam flange, Qty = 4 - # # bcWeldAbvFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - # # h=float(alist["Weld"]["Flange (mm)"]), - # # L=beam_B) - # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) - # # - # # # Followings welds are welds below beam flange, Qty = 8 - # # bcWeldBelwFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), - # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) - # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) - # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) - # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) - # # - # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop - # # bcWeldSideWeb_21 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), - # # L=beam_d - 2 * beam_T - 40) - # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) - - # col_web_connectivity = CADColWebFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, - # bcWeldAbvFlang, - # bcWeldBelwFlang, - # bcWeldSideWeb, - # contWeldD, contWeldB, - # bcWeldStiffHeight, bcWeldStiffLength, - # contPlates, beam_stiffeners, endplate_type, - # conn_type, outputobj) - # - # col_web_connectivity.create_3DModel() - # - # return col_web_connectivity - # - # else: # Groove Weld - - # else: - - ####################################### - # WELD SECTIONS QUARTER CONE # - ####################################### - - # col_web_connectivity = CADcolwebGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, - # bcWeldFlang, bcWeldWeb, - # bcWeldStiffHeight, bcWeldStiffLength, - # contWeldD, contWeldB, - # contPlates, beam_stiffeners, endplate_type, - # outputobj) - - col_web_connectivity = CADcolwebGroove(BCE, beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, - bcWeldFlang,bcWeldWeb,contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB, diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) - - - col_web_connectivity.create_3DModel() - - return col_web_connectivity - - - - def createCCCoverPlateCAD(self): - - if self.connection == KEY_DISP_COLUMNCOVERPLATE: - C = self.module_class() - columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 - # column = ISection(B=206.4, T=17.3, D=215.8, t=10, R1=15, R2=75, alpha=94, length=1000, notchObj=None) - # flangePlate = Plate(L=240, W=203.6, T=10) - # innerFlangePlate = Plate(L=240, W=85, T=10) - # webPlate = Plate(L=600, W=120, T=8) - # gap = 10 - column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), - D=float(C.section.depth), t=float(C.section.web_thickness), - R1=float(C.section.root_radius), - R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, - notchObj=None) - flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), - T=float(C.flange_plate.thickness_provided)) - innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), - T=float(C.flange_plate.thickness_provided)) - webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), - T=float(C.web_plate.thickness_provided)) - - bolt_d = float(C.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - if C.preference != 'Outside': - nut_space = 2 * flangePlate.T + column.T - nut_spaceW = 2 * webPlate.T + column.t - else: - nut_space = flangePlate.T + column.T - nut_spaceW = 2*webPlate.T + column.t - - numOfboltsF = C.flange_plate.bolts_required - numOfboltsW = C.web_plate.bolts_required - - nut_bolt_array_AF = CCSpliceNutBolt_AF(C, nut, bolt, numOfboltsF, nut_space) - nut_bolt_array_BF = CCSpliceNutBolt_BF(C, nut, bolt, numOfboltsF, nut_space) - nut_bolt_array_Web = CCSpliceNutBolt_Web(C, nut, bolt, numOfboltsW, nut_spaceW) - - ccCoverPlateCAD = CCSpliceCoverPlateBoltedCAD(C, column, flangePlate, innerFlangePlate, webPlate, - nut_bolt_array_AF, nut_bolt_array_BF, - nut_bolt_array_Web) - - ccCoverPlateCAD.create_3DModel() - - - elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: - - C = self.module_class() - columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 - column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), - D=float(C.section.depth), t=float(C.section.web_thickness), - R1=float(C.section.root_radius), - R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, - notchObj=None) - flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), - T=float(C.flange_plate.thickness_provided)) - innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), - T=float(C.flange_plate.thickness_provided)) - webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), - T=float(C.web_plate.thickness_provided)) - - flangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.L) - flangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.W) - - innerflangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), - L=innerFlangePlate.L) - innerflangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), - L=innerFlangePlate.W) - - webPlateWeldL = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.L) - webPlateWeldW = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.W) - - ccCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(C, column, flangePlate, innerFlangePlate, webPlate, - flangePlateWeldL, flangePlateWeldW, - innerflangePlateWeldL, - innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) - - ccCoverPlateCAD.create_3DModel() - - return ccCoverPlateCAD - - def createCCEndPlateCAD(self): - CEP = self.module_class - - bolt_d = float(CEP.bolt_diam_provided) # Bolt diameter (shank part), entered by user - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) - if CEP.weld_size <= 16: - stiffener = StiffenerPlate(L=CEP.stiff_wt, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, - L12=CEP.stiff_ht / 2, R21=10, R22=10) - weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) - weld_stiff_v = FilletWeld(b= CEP.weld_size, h= CEP.weld_size, L=stiffener.W - stiffener.R21) - else: - stiffener = StiffenerPlate(L=CEP.stiff_wt - CEP.t_s, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, - L12=CEP.stiff_ht / 2, R21=10, R22=10) - weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) - weld_stiff_v = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.W - stiffener.R21) - - column = ISection(B=float(CEP.section.flange_width), T=float(CEP.section.flange_thickness), - D=float(CEP.section.depth), t=float(CEP.section.web_thickness), - R1=float(CEP.section.root_radius), R2=float(CEP.section.toe_radius), - alpha=float(CEP.section.flange_slope), length=1000, notchObj=None) - endPlate = Plate(L=float(CEP.plate_height), W=float(CEP.plate_width), T=float(CEP.plate_thickness_provided)) - flangeWeld = GrooveWeld(b=column.T, h=float(10.0), L=column.B) - webWeld = GrooveWeld(b=column.t, h=flangeWeld.h, L=column.D - 2 * column.T) - - # bolt = Bolt(R=14, T=10, H=13, r=8) - # nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) - nut_space = 2 * endPlate.T + nut.T # member.T + plate.T + nut.T - - nut_bolt_array = CEPNutBoltArray(CEP, column, nut, bolt, nut_space) - - ccEndPlateCad = CCEndPlateCAD(CEP, column, endPlate, flangeWeld, webWeld, nut_bolt_array, stiffener, weld_stiff_h, weld_stiff_v) - - ccEndPlateCad.create_3DModel() - - return ccEndPlateCad - - def createBasePlateCAD(self): - """ - :return: The calculated values/parameters to create 3D CAD model of individual components. - """ - - BP = self.module_class - - if BP.connectivity == 'Hollow/Tubular Column Base': - if BP.dp_column_designation[1:4] == 'SHS' or BP.dp_column_designation[1:4] == 'RHS': - sec = RectHollow(L=float(BP.column_bf), W=float(BP.column_D), H=1000, T=float(BP.column_tf)) - - BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 - weld_sec = RectHollow(L=sec.L, W=sec.W, H=float(BP.weld_size_stiffener), T=sec.T) - stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_along_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T= BP.stiffener_plt_thk, - L11= BP.stiffener_plt_len_along_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) - stiff_alg_b = StiffenerPlate(L= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, - L11= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) - - weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) - weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) - weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) - weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) - - - else: #self.BP.dp_column_designation[1:4] == 'CHS': - sec = CircularHollow(r=float(BP.column_D)/ 2, T=float(BP.column_tf), H=1500) - - BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 - - weld_sec = CircularHollow(r=sec.r, T=sec.T, H=float(BP.weld_size_stiffener)) - stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, - L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) - stiff_alg_b = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, - L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) - - weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) - weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) - weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) - weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) - - baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) - - bolt_d = float(BP.anchor_dia_outside_flange) - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_HT = nut_T - - ex_length_out = BP.anchor_len_above_footing_out - if BP.anchor_type == 'IS 5624-Type A': - bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, - r=float(BP.anchor_dia_outside_flange) / 2, - ex=ex_length_out) - elif BP.anchor_type == 'IS 5624-Type B': - bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, - ex=ex_length_out) - else: # BP.anchor_type == 'End Plate Type': - bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out*1.5, - ex=ex_length_out) - - bolt_in = bolt - - nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) - nut_in = nut - washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) - washer_in = washer - nutSpace = bolt.c + baseplate.T - bolthight = washer.T + nut.T + 50 - - concrete = Plate(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=bolt.l * 1.2) - grout = Grout(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=50) - - if BP.shear_key_along_ColDepth == 'Yes': - shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) - else: - shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) - - if BP.shear_key_along_ColWidth == 'Yes': - shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) - else: - shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) - - nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) - - basePlate = HollowBasePlateCad(BP, sec, weld_sec, nut_bolt_array, bolthight, baseplate, concrete, grout, - stiff_alg_l, stiff_alg_b, weld_stiff_l_v, weld_stiff_l_h, weld_stiff_b_v, - weld_stiff_b_h, shearkey_1, shearkey_2) - else: - column_tw = float(BP.column_tw) - column_T = float(BP.column_tf) - column_d = float(BP.column_D) - column_B = float(BP.column_bf) - column_R1 = float(BP.column_r1) - column_R2 = float(BP.column_r2) - column_alpha = 94 # Todo: connect this. Waiting for danish to give variable - column_length = 1500 - - column = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, - alpha=column_alpha, length=column_length, notchObj=None) - baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) - - if BP.weld_type == 'Fillet Weld': - weldAbvFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), L=column.B) - weldBelwFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), - L=(column.B - column.t - 2 * (column.R1 + column.R2)) / 2) - weldSideWeb = FilletWeld(b=float(BP.weld_size_web), h=float(BP.weld_size_web), - L=column.D - 2 * (column.t + column.R1)) - else: - BP.weld_size_flange = max(column.T/2, column.t/2) - BP.weld_size_web = BP.weld_size_flange - weldAbvFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) - weldBelwFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) - weldSideWeb = GrooveWeld(b=column.t, h=float(BP.weld_size_web), L=column.D) - - - BP.weld_size_stiffener = max(BP.stiffener_plt_thick_along_web, BP.stiffener_plt_thick_across_web, column.T) / 2 - stiffener = StiffenerPlate(L=float(BP.stiffener_plt_len_along_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_along_web), - T=float(BP.stiffener_plt_thick_along_web), - L11=float(BP.stiffener_plt_len_along_web - 50), L12=float(BP.stiffener_plt_height_along_web - 100), R21=15, R22=15) - - concrete = Plate(L=baseplate.L * 2, W=baseplate.W * 2, T=float(BP.anchor_len_below_footing_out) * 1.5) - grout = Grout(L=concrete.L, W=concrete.W, T=50) - - stiffener_acrsWeb = StiffenerPlate(L=float(BP.stiffener_plt_len_across_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_across_web), T=float(BP.stiffener_plt_thick_across_web), - L11=float(BP.stiffener_plt_len_across_web) - 50, L12=float(BP.stiffener_plt_height_across_web) - 100, - R21=15, R22=15) # todo: add L21 and L22 as max(15, weldsize + 3) - - stiffener_algflangeL = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T=BP.stiffener_plt_thick_along_flange, - t_f=column.T, L_h=50, L_v=100, to_left=True) - stiffener_algflangeR = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T= BP.stiffener_plt_thick_along_flange, - t_f=column.T, L_h=50, L_v=100, to_left=False) - stiffener_algflange_tapperLength = (stiffener_algflangeR.T - column.T) * 5 - - stiffener_insideflange = StiffenerPlate(L= (column.D - 2*column.T - 2 * float(BP.weld_size_stiffener)), W= (column.B- column.t - 2*column.R1 - 2 * 5)/2, T =12, R21 = column.R1 + 5, R22= column.R1 + 5, L21 = column.R1 + 5, L22= column.R1 + 5) # self.extraspace=5 - - - weld_stiffener_algflng_v = GrooveWeld(b=column.T, h=float(BP.weld_size_stiffener), L=stiffener_algflangeL.H) - weld_stiffener_algflng_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), - L=stiffener_algflangeL.L) # Todo: create another weld for inner side of the stiffener - weld_stiffener_algflag_gh = GrooveWeld(b=stiffener_algflangeR.T, h=float(BP.weld_size_stiffener), - L=stiffener_algflangeL.L - stiffener_algflange_tapperLength) - - weld_stiffener_acrsWeb_v = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), - L=stiffener_acrsWeb.W - stiffener_acrsWeb.R22) - weld_stiffener_acrsWeb_h = FilletWeld(b=10, h=10, L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) - weld_stiffener_acrsWeb_gh = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), - L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) - - # gussetweld = GrooveWeld(b=gusset.T, h=float(BP.weld_size_stiffener), L=gusset.L) - weld_stiffener_alongWeb_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) - weld_stiffener_alongWeb_v = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.W - stiffener.R22) - weld_stiffener_alongWeb_gh = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) - - weld_stiffener_inflange = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), L=stiffener_insideflange.W - stiffener_insideflange.R22) - weld_stiffener_inflange_d = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), - L=stiffener_insideflange.L - stiffener_insideflange.R22 - 2 * weld_stiffener_inflange.h) - - if BP.load_axial_tension > 0: - BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_in - BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_in - BP.anchor_dia_inside_flange = BP.anchor_dia_inside_flange - BP.plate_washer_dim_in = BP.plate_washer_dim_in - BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_in - BP.plate_washer_thk_in = BP.plate_washer_thk_in - else: - BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_out - BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_out - BP.anchor_dia_inside_flange = BP.anchor_dia_outside_flange - BP.plate_washer_dim_in = BP.plate_washer_dim_out - BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_out - BP.plate_washer_thk_in = BP.plate_washer_thk_out - - bolt_d = float(BP.anchor_dia_outside_flange) - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_HT = nut_T - - bolt_d_in = float(BP.anchor_dia_inside_flange) - bolt_r_in = bolt_d_in / 2 # Bolt radius (Shank part) - bolt_R_in = self.boltHeadDia_Calculation(bolt_d_in) / 2 # Bolt head diameter (Hexagon) - # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - nut_T_in = self.nutThick_Calculation(bolt_d_in) # Nut thickness, usually nut thickness = nut height - nut_HT_in = nut_T_in - - ex_length_out = BP.anchor_len_above_footing_out - ex_length_in = BP.anchor_len_above_footing_in - if BP.anchor_type == 'IS 5624-Type A': - bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, r=float(BP.anchor_dia_outside_flange) / 2, - ex=ex_length_out) - bolt_in = AnchorBolt_A(l=float(BP.anchor_len_below_footing_in), c=125, a=75, r=float(BP.anchor_dia_inside_flange) / 2, - ex=ex_length_in) - elif BP.anchor_type == 'IS 5624-Type B': - bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, ex=ex_length_out) - bolt_in = AnchorBolt_B(l=float(BP.anchor_len_below_footing_in), r=float(BP.anchor_dia_inside_flange) / 2, - ex=ex_length_in) - else: #BP.anchor_type == 'End Plate Type': - bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out * 1.5, - ex=ex_length_out) - bolt_in = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_in), - r=float(BP.anchor_dia_inside_flange) / 2, a= BP.plate_washer_inner_dia_in * 1.5, - ex=ex_length_in) - - nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) - nut_in = Nut(R=bolt_R_in, T=nut_T_in, H=nut_HT_in, innerR1=bolt_r_in) - washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) - washer_in = Washer(a=BP.plate_washer_dim_in, d=BP.plate_washer_inner_dia_in, t=BP.plate_washer_thk_out) - nutSpace = bolt.c + baseplate.T - bolthight = washer.T + nut.T + 50 - - if BP.shear_key_along_ColDepth == 'Yes': - shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) - else: - shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) - - if BP.shear_key_along_ColWidth == 'Yes': - shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) - else: - shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) - - nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) - - basePlate = BasePlateCad(BP, column, nut_bolt_array, bolthight, baseplate, shearkey_1, shearkey_2, weldAbvFlang, weldBelwFlang, weldSideWeb, - concrete, stiffener, grout, weld_stiffener_alongWeb_h, weld_stiffener_alongWeb_gh, weld_stiffener_alongWeb_v, - stiffener_algflangeL, stiffener_algflangeR, stiffener_acrsWeb, weld_stiffener_algflng_v, weld_stiffener_algflng_h, weld_stiffener_algflag_gh, - weld_stiffener_acrsWeb_v, weld_stiffener_acrsWeb_h, weld_stiffener_acrsWeb_gh, stiffener_insideflange, weld_stiffener_inflange, weld_stiffener_inflange_d) - - basePlate.create_3DModel() - - return basePlate - - def createTensionCAD(self): - """ - :return: The calculated values/parameters to create 3D CAD model of individual components. - """ - T = self.module_class - - # Types of connections = #'Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels' - if self.connection == KEY_DISP_TENSION_BOLTED: - bolt_d = float(T.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user - bolt_r = bolt_d / 2 # Bolt radius (Shank part) - bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness - bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) - bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height - - bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory - nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height - nut_Ht = nut_T - nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory - - plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), - T=float(T.plate.thickness_provided), degree=30) - intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=float(plate.T)) - - - if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': - member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), - D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), - R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), - L=float(T.length)) - if T.sec_profile == 'Channels': - nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T - - else: - nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T - - intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) - nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) - tensionCAD = TensionChannelBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) - - else: - member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), - T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), - R2=float(T.section_size_1.toe_radius)) - if T.sec_profile == 'Back to Back Angles': - nut_space = 2 * member.T + plate.T + nut.T - else: - nut_space = member.T + plate.T + nut.T - - intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) - nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) - tensionCAD = TensionAngleBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) - - else: - plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), - T=float(T.plate.thickness_provided), degree=30) - - intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=plate.T) - intermittentWelds = FilletWeld(h=float(T.inter_weld_size), b=float(T.inter_weld_size), L=intermittentPlates.W) - weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) - - s = max(15, float(T.weld.size)) - plate_intercept = plate.L - s - 50 - if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': - member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), - D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), - R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), - L=float(T.length)) - inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) - opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.D)) - - - tensionCAD = TensionChannelWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) - - else: - member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), - T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), - R2=float(T.section_size_1.toe_radius)) - inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) - if T.loc == 'Long Leg': - opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.A)) - else: # 'Short Leg' - opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.B)) - - # weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) - tensionCAD = TensionAngleWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) - - tensionCAD.create_3DModel() - - return tensionCAD - - def display_3DModel(self, component, bgcolor): - - self.component = component - - self.display.EraseAll() - - self.display.View_Iso() - - self.display.FitAll() - - self.display.DisableAntiAliasing() - - if bgcolor == "gradient_bg": - - self.display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) - else: - self.display.set_bg_gradient_color([255, 255, 255], [255, 255, 255]) - - if self.mainmodule == "Shear Connection": - - A = self.module_class() - - self.loc = A.connectivity - - - if self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_FINPLATE: - # pass - # print("hghghghg") - self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) - elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: - self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) - elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: - self.display.View.SetProj(OCC.Core.V3d.V3d_XposYnegZpos) - - if self.component == "Column": - osdag_display_shape(self.display, self.connectivityObj.get_columnModel(), update=True) - elif self.component == "Beam": - osdag_display_shape(self.display, self.connectivityObj.get_beamModel(), material=Graphic3d_NOT_2D_ALUMINUM, - update=True) - elif component == "cleatAngle": - - osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=Quantity_NOC_BLUE1, - update=True) - nutboltlist = self.connectivityObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - elif component == "SeatAngle": - osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=Quantity_NOC_BLUE1, - update=True) - osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, update=True) - nutboltlist = self.connectivityObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - elif self.component == "Plate": - osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, self.connectivityObj.plateModel, color=Quantity_NOC_BLUE4, update=True) - nutboltlist = self.connectivityObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - elif self.component == "Model": - - osdag_display_shape(self.display, self.connectivityObj.columnModel, update=True) - osdag_display_shape(self.display, self.connectivityObj.beamModel, material=Graphic3d_NOT_2D_ALUMINUM, - update=True) - if self.connection == KEY_DISP_FINPLATE or self.connection == KEY_DISP_ENDPLATE: - osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, self.connectivityObj.plateModel, color=Quantity_NOC_BLUE1, - update=True) - - elif self.connection == KEY_DISP_CLEATANGLE: - osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, - update=True) - osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=Quantity_NOC_BLUE1, - update=True) - else: - osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=Quantity_NOC_BLUE1, - update=True) - osdag_display_shape(self.display, self.connectivityObj.angleModel, color=Quantity_NOC_BLUE1, - update=True) - nutboltlist = self.connectivityObj.nut_bolt_array.get_models() - for nutbolt in nutboltlist: - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True) - - if self.mainmodule == "Moment Connection": - if self.connection == KEY_DISP_BEAMCOVERPLATE: - - self.B = self.module_class() - # else: - # pass - # - # self.loc = A.connectivity - self.CPObj = self.createBBCoverPlateCAD() # CPBoltedObj is an object which gets all the calculated values of CAD models - if self.component == "Beam": - # Displays both beams - osdag_display_shape(self.display, self.CPObj.get_only_beams_Models(), update=True) - - elif self.component == "Connector": - osdag_display_shape(self.display, self.CPObj.get_flangewebplatesModel(), update=True, - color=Quantity_NOC_BLUE1) - if self.B.preference != 'Outside': - osdag_display_shape(self.display, self.CPObj.get_innetplatesModels(), update=True, - color=Quantity_NOC_BLUE1) - - osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True, - color=Quantity_NOC_YELLOW) - - elif self.component == "Model": - osdag_display_shape(self.display, self.CPObj.get_beamsModel(), update=True) - osdag_display_shape(self.display, self.CPObj.get_flangewebplatesModel(), update=True, - color=Quantity_NOC_BLUE1) - - # Todo: remove velove commented lines - - if self.B.preference != 'Outside': - osdag_display_shape(self.display, self.CPObj.get_innetplatesModels(), update=True, - color=Quantity_NOC_BLUE1) - - osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True, - color=Quantity_NOC_YELLOW) - elif self.connection == KEY_DISP_BB_EP_SPLICE: - self.B = self.module_class() - - self.ExtObj = self.createBBEndPlateCAD() - - if component == "Beam": - osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True) - - elif component == "Connector": - osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, - color=Quantity_NOC_SADDLEBROWN) - - elif component == "Model": - - # osdag_display_shape(self.display, self.ExtObj.get_models(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, - color=Quantity_NOC_SADDLEBROWN) - - - - elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: - self.B = self.module_class() - self.CPObj = self.createBBCoverPlateCAD() - beams = self.CPObj.get_beam_models() - plates = self.CPObj.get_plate_models() - welds = self.CPObj.get_welded_modules() - - if self.component == "Beam": - # Displays both beams - osdag_display_shape(self.display, beams, update=True) - elif self.component == "Connector": - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - elif self.component == "Model": - osdag_display_shape(self.display, beams, update=True) - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - - elif self.connection == KEY_DISP_COLUMNCOVERPLATE: - self.C = self.module_class() - self.CPObj = self.createCCCoverPlateCAD() - columns = self.CPObj.get_column_models() - plates = self.CPObj.get_plate_models() - nutbolt = self.CPObj.get_nut_bolt_models() - onlycolumn = self.CPObj.get_only_column_models() - - if self.component == "Column": - # Displays both beams - osdag_display_shape(self.display, onlycolumn, update=True) - elif self.component == "Cover Plate": - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_YELLOW) - elif self.component == "Model": - osdag_display_shape(self.display, columns, update=True) - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_YELLOW) - - - elif self.connection == KEY_DISP_BCENDPLATE: - self.Bc = self.module_class() - self.ExtObj = self.createBCEndPlateCAD() - - self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) - c_length = self.column_length - # Point1 = gp_Pnt(0.0, 0.0, c_length) - # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) - b_length = self.beam_length + self.Bc.supporting_section.depth/2+100 - # Point2 = gp_Pnt(0.0,-b_length, c_length/2) - # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) - # Displays the beams #TODO ANAND - if component == "Column": - self.display.View_Iso() - osdag_display_shape(self.display, self.ExtObj.columnModel, update=True) - # Point1 = gp_Pnt(-self.Bc.supporting_section.flange_width/2, 0, c_length) - # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) - # Point = gp_Pnt(0.0, 0.0, 10) - # DisplayMsg(self.display,Point, "Column") - - elif component == "Beam": - self.display.View_Iso() - osdag_display_shape(self.display, self.ExtObj.beamModel, update=True, - material=Graphic3d_NOT_2D_ALUMINUM) - # Point2 = gp_Pnt(0.0, -b_length, c_length / 2) - # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) - # , color = 'Dark Gray' - - elif component == "Connector": - osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, - color=Quantity_NOC_SADDLEBROWN) - - - elif component == "Model": - - osdag_display_shape(self.display, self.ExtObj.get_column_models(), update=True) - osdag_display_shape(self.display, self.ExtObj.get_beam_models(), update=True, - material=Graphic3d_NOT_2D_ALUMINUM) - osdag_display_shape(self.display, self.ExtObj.get_plate_connector_models(), update=True, - color='Blue') - osdag_display_shape(self.display, self.ExtObj.get_welded_models(), update=True, color='Red') - osdag_display_shape(self.display, self.ExtObj.get_nut_bolt_array_models(), update=True, - color=Quantity_NOC_SADDLEBROWN) - # Point1 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -self.Bc.supporting_section.depth/2, c_length*0.75) - # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) - # Point2 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -b_length, c_length / 2) - # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) - # Erase(DisplayMsg(self.display, Point2, self.Bc.supported_section.designation)) - - - elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: - self.C = self.module_class() - self.CPObj = self.createCCCoverPlateCAD() - columns = self.CPObj.get_column_models() - plates = self.CPObj.get_plate_models() - welds = self.CPObj.get_welded_modules() - - if self.component == "Column": - # Displays both beams - osdag_display_shape(self.display, columns, update=True) - elif self.component == "Cover Plate": - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - elif self.component == "Model": - osdag_display_shape(self.display, columns, update=True) - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - - elif self.connection == KEY_DISP_COLUMNENDPLATE: - self.CEP = self.module_class() - self.CEPObj = self.createCCEndPlateCAD() - columns = self.CEPObj.get_column_models() - plates = self.CEPObj.get_plate_models() - welds = self.CEPObj.get_weld_models() - nutBolts = self.CEPObj.get_nut_bolt_models() - - if self.component == "Column": - osdag_display_shape(self.display, columns, update=True) - - elif self.component == "Connector": - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_YELLOW) - - elif self.component == "Model": - osdag_display_shape(self.display, columns, update=True) - osdag_display_shape(self.display, plates, update=True, color=Quantity_NOC_BLUE1) - osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_RED) - osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_YELLOW) - - elif self.connection == KEY_DISP_BASE_PLATE: - self.Bp = self.module_class - - self.BPObj = self.createBasePlateCAD() - - column = self.BPObj.get_column_model() - plate = self.BPObj.get_plate_connector_models() - weld = self.BPObj.get_welded_models() - nut_bolt = self.BPObj.get_nut_bolt_array_models() - conc = self.BPObj.get_concrete_models() - grout = self.BPObj.get_grout_models() - - if self.component == "Model": # Todo: change this into key - osdag_display_shape(self.display, column, update=True) - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, weld, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, nut_bolt, color=Quantity_NOC_YELLOW, update=True) - osdag_display_shape(self.display, conc, color=GRAY, transparency=0.5, update=True) - osdag_display_shape(self.display, grout, color=GRAY, transparency=0.5, update=True) - - elif self.component == "Column": - osdag_display_shape(self.display, column, update=True) - - elif self.component == "Connector": - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, weld, color=Quantity_NOC_RED, update=True) - osdag_display_shape(self.display, nut_bolt, color=Quantity_NOC_YELLOW, update=True) - - else: - if self.connection == KEY_DISP_TENSION_BOLTED: - self.T = self.module_class() - self.TObj = self.createTensionCAD() - - member = self.TObj.get_members_models() - plate = self.TObj.get_plates_models() - - nutbolt = self.TObj.get_nut_bolt_array_models() - - onlymember = self.TObj.get_only_members_models() - # distance = self.T.length/2 - (2* self.T.plate.end_dist_provided + (self.T.plate.bolt_line - 1 ) * self.T.plate.pitch_provided) - # Point = gp_Pnt(distance, 0.0, 300) - # DisplayMsg(self.display, Point, self.T.section_size_1.designation) - - - if self.component == "Member": # Todo: change this into key - osdag_display_shape(self.display, onlymember, update=True) - elif self.component == "Plate": - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_YELLOW, update=True) - elif self.component == "Endplate": - endplate = self.TObj.get_end_plates_models() - end_nutbolt = self.TObj.get_end_nut_bolt_array_models() - osdag_display_shape(self.display, endplate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, end_nutbolt, color=Quantity_NOC_YELLOW, update=True) - else: - connector = BRepAlgoAPI_Fuse(nutbolt, plate).Shape() - shape = BRepAlgoAPI_Fuse(connector, member).Shape() - self.TObj.shape = shape - osdag_display_shape(self.display, member, update=True) - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_YELLOW, update=True) - - - elif self.connection == KEY_DISP_TENSION_WELDED: - self.T = self.module_class() - self.TObj = self.createTensionCAD() - - member = self.TObj.get_members_models() - plate = self.TObj.get_plates_models() - welds = self.TObj.get_welded_models() - if self.component == "Member": # Todo: change this into key - osdag_display_shape(self.display, member, update=True) - elif self.component == "Plate": - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, welds, color=Quantity_NOC_RED, update=True) - elif self.component == "Endplate": - endplate = self.TObj.get_end_plates_models() - osdag_display_shape(self.display, endplate, color=Quantity_NOC_BLUE1, update=True) - else: - connector = BRepAlgoAPI_Fuse(welds, plate).Shape() - shape = BRepAlgoAPI_Fuse(connector, member).Shape() - self.TObj.shape = shape - osdag_display_shape(self.display, member, update=True) - osdag_display_shape(self.display, plate, color=Quantity_NOC_BLUE1, update=True) - osdag_display_shape(self.display, welds, color=Quantity_NOC_RED, update=True) - # - # def display_msg(self): - # if self.connection == KEY_DISP_TENSION_BOLTED: - # self.T = self.module_class() - # # - # # distance = self.T.length / 2 - ( - # # 2 * self.T.plate.end_dist_provided + (self.T.plate.bolt_line - 1) * self.T.plate.pitch_provided) - # # Point = gp_Pnt(distance, 0.0, 300) - # self.display_msg() - - - - def call_3DModel(self, flag, module_class): # Done - - self.module_class = module_class - - if self.mainmodule == "Shear Connection": - - A = self.module_class() - - self.loc = A.connectivity - - if flag is True: - - if self.loc == CONN_CWBW: - self.connectivityObj = self.create3DColWebBeamWeb() - - elif self.loc == CONN_CFBW: - self.connectivityObj = self.create3DColFlangeBeamWeb() - - else: - self.connectivityObj = self.create3DBeamWebBeamWeb() - self.display_3DModel("Model","gradient_bg") - else: - self.display.EraseAll() - - elif self.mainmodule == "Moment Connection": - - if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: - if flag is True: - - self.CPObj = self.createBBCoverPlateCAD() - - self.display_3DModel("Model", "gradient_bg") - else: - self.display.EraseAll() - - elif self.connection == KEY_DISP_BB_EP_SPLICE: - if flag is True: - - self.CPObj = self.createBBEndPlateCAD() - - self.display_3DModel("Model", "gradient_bg") - - else: - self.display.EraseAll() - - elif self.connection == KEY_DISP_BCENDPLATE: - if flag is True: - - self.CPObj = self.createBCEndPlateCAD() - - self.display_3DModel("Model", "gradient_bg") - - else: - self.display.EraseAll() - - elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: - if flag is True: - - self.CPObj = self.createCCCoverPlateCAD() - - self.display_3DModel("Model", "gradient_bg") - - else: - self.display.EraseAll() - - elif self.connection == KEY_DISP_COLUMNENDPLATE: - if flag is True: - self.CEPObj = self.createCCEndPlateCAD() - - self.display_3DModel("Model", "gradient_bg") - else: - self.display.EraseAll() - - elif self.connection == KEY_DISP_BASE_PLATE: - - if flag is True: - self.BPObj = self.createBasePlateCAD() - - self.display_3DModel("Model", "gradient_bg") - - else: - self.display.EraseAll() - - else: - if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: - - if flag is True: - self.TObj = self.createTensionCAD() - - self.display_3DModel("Model", "gradient_bg") - - else: - self.display.EraseAll() - - # def call_saveOutputs(self): # Done - # return self.call_calculation(self.uiObj) - # - # def call2D_Drawing(self, viKEY_DISP_BASE_PLATEew, fileName, folder): # Rename function with call_view_images() - # ''' This routine saves the 2D SVG image as per the connectivity selected - # SVG image created through svgwrite package which takes design INPUT and OUTPUT parameters from Finplate GUI. - # ''' - # if view == "All": - # - # self.callDesired_View(fileName, view, folder) - # # self.display.set_bg_gradient_color(255, 255, 255, 255, 255, 255) - # # - # # data = os.path.join(str(folder), "images_html", "3D_Model.png") - # # - # # self.display.ExportToImage(data) - # # - # # # self.display.set_bg_gradient_color(51, 51, 102, 150, 150, 170) - # # self.display.View_Iso() - # # self.display.FitAll() - # - # else: - # - # f = open(fileName, 'w') - # - # self.callDesired_View(fileName, view, folder) - # f.close() - # - # def callDesired_View(self, fileName, view, folder): - # - # if self.connection == "Fin Plate": - # finCommonObj = FinCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, folder) - # finCommonObj.saveToSvg(str(fileName), view) - # elif self.connection == "Endplate": - # endCommonObj = EndCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, folder) - # endCommonObj.save_to_svg(str(fileName), view) - # elif self.connection == "cleatAngle": - # cleatCommonObj = cleatCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, - # self.dictangledata, folder) - # cleatCommonObj.save_to_svg(str(fileName), view) - # else: - # seatCommonObj = SeatCommonData(self.uiObj, self.resultObj, self.dictbeamdata, self.dictcoldata, - # self.dictangledata, self.dicttopangledata, folder) - # seatCommonObj.save_to_svg(str(fileName), view) - # - # def call_saveMessages(self): # Done - # - # if self.connection == "Fin Plate": - # fileName = os.path.join("Connections", "Shear", "Fin Plate", "fin.log") - # - # elif self.connection == "Endplate": - # fileName = os.path.join("Connections", "Shear", "Endplate", "end.log") - # - # elif self.connection == "cleatAngle": - # fileName = os.path.join("Connections", "Shear", "cleatAngle", "cleat.log") - # - # else: - # fileName = os.path.join("Connections", "Shear", "SeatedAngle", "seatangle.log") - # - # return fileName - # - # def call_designReport(self, htmlfilename, profileSummary): - # - # fileName = str(htmlfilename) - # - # if self.connection == "Fin Plate": - # fin_save_html(self.resultObj, self.uiObj, self.dictbeamdata, self.dictcoldata, profileSummary, - # htmlfilename, self.folder) - # elif self.connection == "Endplate": - # end_save_html(self.resultObj, self.uiObj, self.dictbeamdata, self.dictcoldata, profileSummary, - # htmlfilename, self.folder) - # elif self.connection == "cleatAngle": - # cleat_save_html(self.resultObj,self.uiObj,self.dictbeamdata,self.dictcoldata,self.dictangledata, - # profileSummary,htmlfilename, self.folder) - # else: - # self.sa_report = ReportGenerator(self.sa_calc_obj) - # self.sa_report.save_html(profileSummary,htmlfilename,self.folder) - # - # def load_userProfile(self): - # # TODO load_userProfile - deepa - # pass - # - # - # def save_userProfile(self, profile_summary, fileName): - # # TODO save_userProfile - deepa - # filename = str(fileName) - # - # infile = open(filename, 'w') - # json.dump(profile_summary, infile) - # infile.close() - # pass - # - # def save_CADimages(self): # png,jpg and tiff - # # TODO save_CADimages - deepa - # pass - - def create2Dcad(self): - ''' Returns the 3D model of finplate depending upon component - ''' - - final_model = None - cadlist = [] - - if self.mainmodule == "Shear Connection": - if self.component == "Beam": - final_model = self.connectivityObj.get_beamModel() - elif self.component == "Column": - final_model = self.connectivityObj.get_columnModel() - elif self.component == "Plate": - cadlist = [self.connectivityObj.weldModelLeft, self.connectivityObj.weldModelRight, - self.connectivityObj.plateModel] + self.connectivityObj.nut_bolt_array.get_models() - elif self.component == "cleatAngle": - cadlist = [self.connectivityObj.angleModel, self.connectivityObj.angleLeftModel] + \ - self.connectivityObj.nut_bolt_array.get_models() - elif self.component == "SeatAngle": - cadlist = [self.connectivityObj.topclipangleModel, self.connectivityObj.angleModel] + \ - self.connectivityObj.nut_bolt_array.get_models() - else: - cadlist = self.connectivityObj.get_models() - - elif self.mainmodule == "Moment Connection": - if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: - if self.component == "Beam": - if self.connection == KEY_DISP_BEAMCOVERPLATE: - final_model = self.CPObj.get_only_beams_Models() - else: - final_model = self.CPObj.get_beam_models() - elif self.component == "Connector": - if self.connection == KEY_DISP_BEAMCOVERPLATE: - cadlist = [self.CPObj.get_flangewebplatesModel(), self.CPObj.get_nut_bolt_arrayModels()] - if self.B.preference != 'Outside': - cadlist.insert(1, self.CPObj.get_innetplatesModels()) - else: - cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_welded_modules()] - else: - cadlist = self.CPObj.get_models() - - elif self.connection == KEY_DISP_BB_EP_SPLICE: - - if self.component == "Beam": - final_model = self.CPObj.get_beam_models() - - elif self.component == "Connector": - - final_model = self.CPObj.get_connector_models() - - else: - final_model = self.CPObj.get_models() - - elif self.connection == KEY_DISP_BCENDPLATE: - - # self.ExtObj = self.create_extended_both_ways() - if self.component == "Column": - final_model = self.CPObj.get_column_models() - - elif self.component == "Beam": - final_model = self.CPObj.get_beam_models() - - elif self.component == "Connector": - final_model = self.CPObj.get_connector_models() - - else: - final_model = self.CPObj.get_models() - - - elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: - if self.component == "Column": - if self.connection == KEY_DISP_COLUMNCOVERPLATE: - final_model = self.CPObj.get_only_column_models() - else: - final_model = self.CPObj.get_column_models() - elif self.component == "Cover Plate": - if self.connection == KEY_DISP_COLUMNCOVERPLATE: - cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_nut_bolt_models()] - else: - cadlist = [self.CPObj.get_plate_models(), self.CPObj.get_welded_modules()] - else: - cadlist = self.CPObj.get_models() - - elif self.connection == KEY_DISP_COLUMNENDPLATE: - if self.component == "Column": - final_model = self.CEPObj.get_column_models() - elif self.component == "Connector": - plates = self.CEPObj.get_plate_models() - welds = self.CEPObj.get_weld_models() - nutBolts = self.CEPObj.get_nut_bolt_models() - cadlist = [plates, welds, nutBolts] - else: - final_model = self.CEPObj.get_models() - - elif self.connection == KEY_DISP_BASE_PLATE: - if self.component == "Column": - final_model = self.BPObj.get_column_model() - elif self.component == "Connector": - plate = self.BPObj.get_plate_connector_models() - weld = self.BPObj.get_welded_models() - nut_bolt = self.BPObj.get_nut_bolt_array_models() - cadlist = [plate, weld, nut_bolt] - else: - final_model = self.BPObj.get_models() - - elif self.mainmodule == "Member": - if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: - if self.component == "Member": - final_model = self.TObj.get_members_models() - elif self.component == "Plate": - if self.connection == KEY_DISP_TENSION_BOLTED: - cadlist = [self.TObj.get_plates_models(), self.TObj.get_nut_bolt_array_models()] - else: - cadlist = [self.TObj.get_plates_models(), self.TObj.get_welded_models()] - else: - # print(type(self.TObj.shape)) - final_model = self.TObj.shape - # cadlist = self.TObj.get_models() #TODO: get_models() in BoltedCAD.py and WeldedCAD.py is not returning anything right now. - - if cadlist and len(cadlist) > 1: - final_model = cadlist[0] - for model in cadlist[1:]: - final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - - return final_model - - # if self.component == "Beam": - # # final_model = self.connectivityObj.get_beamModel() - # final_model = Obj.get_beamModel() - # - # elif self.component == "Column": - # # final_model = self.connectivityObj.columnModel - # final_model = Obj.columnModel - # - # elif self.component == "Plate": - # # cadlist = [self.connectivityObj.weldModelLeft, - # # self.connectivityObj.weldModelRight, - # # self.connectivityObj.plateModel] + self.connectivityObj.nut_bolt_array.get_models() - # cadlist = [Obj.weldModelLeft, - # Obj.weldModelRight, - # Obj.plateModel] + Obj.nut_bolt_array.get_models() - # final_model = cadlist[0] - # for model in cadlist[1:]: - # final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - # else: - # # cadlist = self.connectivityObj.get_models() - # cadlist = Obj.get_models() - # if self.connection == KEY_DISP_BASE_PLATE: - # return cadlist - # final_model = cadlist[0] - # for model in cadlist[1:]: - # final_model = BRepAlgoAPI_Fuse(model, final_model).Shape() - -# if __name__!= "__main__": -# -# CommonDesignLogic() - - - diff --git a/cad/items/bolt.py b/cad/items/bolt.py deleted file mode 100644 index d2d2fa91e..000000000 --- a/cad/items/bolt.py +++ /dev/null @@ -1,112 +0,0 @@ -''' -Created on 29-Nov-2014 - -@author: deepa -''' -import numpy -from cad.items.ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire -import math -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder -from OCC.Core.gp import gp_Ax2 -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse - - -class Bolt(object): - ''' - - a3 X-------------------+ a2 - X X|X - X X | X - X X | X - X X | X - X X | X - X X | X - X X 60 | X -a4 X XXXXXXXXXXXXXXXXX a1 - X X - X X - XX X - X X - X X - X X - X X - X-------------------X - a6 - a5 - - - ''' - - def __init__(self, R, T, H, r): - self.R = R - self.H = H - self.T = T - self.r = r - self.origin = None - self.uDir = None - self.shaftDir = None - self.vDir = None - self.a1 = None - self.a2 = None - self.a3 = None - self.a4 = None - self.a5 = None - self.a6 = None - self.points = [] - - def place(self, origin, uDir, shaftDir): - self.origin = origin - self.uDir = uDir - self.shaftDir = shaftDir - self.compute_params() - - def getPoint(self, theta): - theta = math.radians(theta) - point = self.origin + (self.R * math.cos(theta)) * self.uDir + (self.R * math.sin(theta)) * self.vDir - return point - - def compute_params(self): - self.vDir = numpy.cross(self.shaftDir, self.uDir) - self.a1 = self.getPoint(0) - self.a2 = self.getPoint(60) - self.a3 = self.getPoint(120) - self.a4 = self.getPoint(180) - self.a5 = self.getPoint(240) - self.a6 = self.getPoint(300) - self.points = [self.a1, self.a2, self.a3, self.a4, self.a5, self.a6] - - def create_model(self): - - edges = makeEdgesFromPoints(self.points) - wire = makeWireFromEdges(edges) - aFace = makeFaceFromWire(wire) - extrudeDir = -self.T * self.shaftDir # extrudeDir is a numpy array - boltHead = makePrismFromFace(aFace, extrudeDir) - cylOrigin = self.origin - boltCylinder = BRepPrimAPI_MakeCylinder(gp_Ax2(getGpPt(cylOrigin), getGpDir(self.shaftDir)), self.r, self.H).Shape() - - whole_Bolt = BRepAlgoAPI_Fuse(boltHead, boltCylinder).Shape() - - return whole_Bolt - -if __name__ == '__main__': - - from OCC.Display.SimpleGui import init_display - display, start_display, add_menu, add_function_to_menu = init_display() - - R = 8 - H = 10 - T = 5 - r = 3 - - origin = numpy.array([0.,0.,0.]) - uDir = numpy.array([1.,0.,0.]) - shaftDir = numpy.array([0.,0.,1.]) - - bolt = Bolt(R, T, H, r) - _place = bolt.place(origin, uDir, shaftDir) - point = bolt.compute_params() - prism = bolt.create_model() - display.DisplayShape(prism, update=True) - display.DisableAntiAliasing() - start_display() \ No newline at end of file diff --git a/cad/items/filletweld.py b/cad/items/filletweld.py deleted file mode 100644 index eaf8c9401..000000000 --- a/cad/items/filletweld.py +++ /dev/null @@ -1,107 +0,0 @@ -''' -Created on 27-May-2015 - -@author: deepa -modified : Darshan Vishwakarma (12-10-2020) -''' -import numpy -from cad.items.ModelUtils import getGpPt, makeEdgesFromPoints, makeWireFromEdges, makeFaceFromWire, makePrismFromFace -from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, - gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) -from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, - BRepBuilderAPI_MakeVertex, - BRepBuilderAPI_MakeWire, - BRepBuilderAPI_MakeFace, BRepBuilderAPI_MakeEdge2d, - BRepBuilderAPI_Transform) -from math import radians - -''' - - ^ a2 X - | | X - | | X - | | X - | | X - + | X - h | X - + | X - | | X - | | X - v a1 +-------------------X a3 - - - <------- b ---------> - - -''' -class FilletWeld(object): - - def __init__(self, b, h, L): - self.L = L - self.b = b - self.h = h - self.sec_origin = numpy.array([0, 0, 0]) - self.uDir = numpy.array([1.0, 0, 0]) - self.wDir = numpy.array([0.0, 0, 1.0]) - self.compute_params() - - def place(self, sec_origin, uDir, wDir): - self.sec_origin = sec_origin - self.uDir = uDir - self.wDir = wDir - self.compute_params() - - def compute_params(self): - self.vDir = numpy.cross(self.wDir, self.uDir) - self.a1 = self.sec_origin - self.a2 = self.sec_origin + self.b * self.uDir - self.a3 = self.sec_origin + self.h * self.vDir - self.points = [self.a1, self.a2, self.a3] - - def create_model(self,rotate_angle=None): - Pnt = getGpPt(self.sec_origin) - edges = makeEdgesFromPoints(self.points) - wire = makeWireFromEdges(edges) - aFace = makeFaceFromWire(wire) - extrudeDir = self.L * (self.wDir) # extrudeDir is a numpy array - if rotate_angle == None: - prism1 = makePrismFromFace(aFace, extrudeDir) - else: - prism = makePrismFromFace(aFace, extrudeDir) - trns = gp_Trsf() - angle = radians(rotate_angle) - trns.SetRotation(gp_OX(), angle) - brep_trns = BRepBuilderAPI_Transform(prism, trns, False) - brep_trns.Build() - prism1 = brep_trns.Shape() - - return prism1 - - -if __name__ == '__main__': - from OCC.Display.SimpleGui import init_display - - display, start_display, add_menu, add_function_to_menu = init_display() - from OCC.gp import gp_Pnt - - b = 10 - h = 10 - L = 50 - - origin = numpy.array([0., 0., 0.]) - uDir = numpy.array([0., 0., 1.]) - shaftDir = numpy.array([0., 1., 0.]) - - FWeld = FilletWeld(b, h, L) - _place = FWeld.place(origin, uDir, shaftDir) - point = FWeld.compute_params() - prism = FWeld.create_model(45) - - Point = gp_Pnt(0.0, 0.0, 0.0) - display.DisplayMessage(Point, "Origin") - - - - display.DisplayShape(prism, update=True) - display.DisableAntiAliasing() - start_display() diff --git a/cad/items/nut.py b/cad/items/nut.py deleted file mode 100644 index 73ea95ab4..000000000 --- a/cad/items/nut.py +++ /dev/null @@ -1,109 +0,0 @@ -''' -Created on 12-Dec-2014 -NUT COMMENT -@author: deepa -''' - -import math -import numpy -from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut -from cad.items.ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire -from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder -from OCC.Core.gp import gp_Ax2 - - -class Nut(object): - - ''' - a3 X-------------------+ a2 - X X|X - X X | X - X X | X - X X | X - X X | X - X X | X - X X 60 | X -a4 X XXXXXXXXXXXXXXXXX a1 - X X - X X - XX X - X X - X X - X X - X X - X-------------------X - a6 - a5 - - ''' - - def __init__(self, R, T, H, innerR1): - self.R = R - self.H = H - self.T = T - self.r1 = innerR1 - # self.r2 = outerR2 - self.sec_origin = numpy.array([0, 0, 0]) - self.uDir = numpy.array([1.0, 0, 0]) - self.wDir = numpy.array([0.0, 0, 1.0]) - self.compute_params() - - def place(self, sec_origin, uDir, wDir): - self.sec_origin = sec_origin - self.uDir = uDir - self.wDir = wDir - self.compute_params() - - def getPoint(self, theta): - theta = math.radians(theta) - point = self.sec_origin + (self.R * math.cos(theta)) * self.uDir + (self.R * math.sin(theta)) * self.vDir - return point - - def compute_params(self): - - self.vDir = numpy.cross(self.wDir, self.uDir) - self.a1 = self.getPoint(0) - self.a2 = self.getPoint(60) - self.a3 = self.getPoint(120) - self.a4 = self.getPoint(180) - self.a5 = self.getPoint(240) - self.a6 = self.getPoint(300) - self.points = [self.a1, self.a2, self.a3, self.a4, self.a5, self.a6] - - def create_model(self): - - edges = makeEdgesFromPoints(self.points) - wire = makeWireFromEdges(edges) - aFace = makeFaceFromWire(wire) - extrudeDir = self.T * self.wDir # extrudeDir is a numpy array - prism = makePrismFromFace(aFace, extrudeDir) - - cylOrigin = self.sec_origin - innerCyl = BRepPrimAPI_MakeCylinder(gp_Ax2(getGpPt(cylOrigin), getGpDir(self.wDir)), self.r1, self.H).Shape() - - result_shape = BRepAlgoAPI_Cut(prism, innerCyl).Shape() - - return result_shape - - -if __name__ == '__main__': - - from OCC.Display.SimpleGui import init_display - display, start_display, add_menu, add_function_to_menu = init_display() - - R = 10 - T = 8 - H = 10 - innerR1 = 5 - - origin = numpy.array([0.,0.,0.]) - uDir = numpy.array([1.,0.,0.]) - wDir = numpy.array([0.,0.,1.]) - - nut = Nut(R, T, H, innerR1) - _place = nut.place(origin, uDir, wDir) - point = nut.compute_params() - prism = nut.create_model() - display.DisplayShape(prism, update=True) - display.DisableAntiAliasing() - start_display() \ No newline at end of file diff --git a/cad_test.py b/cad_test.py deleted file mode 100644 index f1f247b14..000000000 --- a/cad_test.py +++ /dev/null @@ -1,27 +0,0 @@ -from osdag_api.modules.fin_plate_connection import * -design_dict = { - "Bolt.Bolt_Hole_Type": "Standard", - "Bolt.Diameter": ['8','10','12','16','20','24','30','36','42','48','56','64','14','18','22','27','33','39','45','52','60'], - "Bolt.Grade": ['3.6','4.6','4.8','5.6','5.8','6.8','8.8','9.8','10.9','12.9'], - "Bolt.Slip_Factor": '0.3', - "Bolt.TensionType": "Pretensioned", - "Bolt.Type": "Bearing Bolt", - "Connectivity": "Column Flange-Beam Web", - "Connector.Material": "E 250 (Fe 410 W)A", - "Design.Design_Method": "Limit State Design", - "Detailing.Corrosive_Influences": 'No', - "Detailing.Edge_type": "Sheared or hand flame cut", - "Detailing.Gap": '10', - "Load.Axial": '30', - "Load.Shear": '10', - "Material": "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation": "JB 150", - "Member.Supported_Section.Material": "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation": "HB 150", - "Member.Supporting_Section.Material": "E 250 (Fe 410 W)A", - "Module": "Fin Plate Connection", - "Weld.Fab": "Shop Weld", - "Weld.Material_Grade_OverWrite": '410', - "Connector.Plate.Thickness_List":['8','10','12','14','16','18','20','22','25','28','32','36','40','45','50','56','63','75','80','90','100','110','120'] -} -create_cad_model(design_dict, "Model", "session123") \ No newline at end of file diff --git a/design_report/reportGenerator.py b/design_report/reportGenerator.py deleted file mode 100644 index 6f70fabb9..000000000 --- a/design_report/reportGenerator.py +++ /dev/null @@ -1,461 +0,0 @@ -"""This file is redundant. Use report_generator.py""" - -''' -Created on Dec 10, 2015 - -@author: deepa -''' -from builtins import str -import time -import math -from Common import * -import os -from utils.common import component -# from Connections.connection_calculations import ConnectionCalculations - -def save_html(outObj, uiObj, Design_Check, columndetails, beamdetails,reportsummary, filename, folder): - fileName = (filename) - myfile = open(fileName, "w") - myfile.write(t('! DOCTYPE html')) - myfile.write(t('html')) - myfile.write(t('head')) - myfile.write(t('link type="text/css" rel="stylesheet" ')) - -# mystyle.css is written here - myfile.write(t('style')) - myfile.write('table{width= 100% height = 100%; border-collapse:collapse; border:1px solid black collapse}') - myfile.write('th,td {padding:3px}') - -# avoid page break - myfile.write('table{ page-break-inside:auto }') - myfile.write('tr{ page-break-inside:avoid; page-break-after:auto }') - -# Provides light green background color(#D5DF93), font-weight bold, font-size 20 and font-family - myfile.write('td.detail{background-color:#D5DF93; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-weight bold, font-size 20 and font-family - myfile.write('td.detail1{font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides font-size 20 and font-family - myfile.write('td.detail2{font-size:20; font-family:Helvetica, Arial, Sans Serif}') -# Provides dark green background color(#8FAC3A), font-weight bold, font-size 20 and font-family - myfile.write('td.header0{background-color:#8fac3a; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides grey background color(#E6E6E6), font-weight bold, font-size 20 and font-family - myfile.write('td.header1{background-color:#E6E6E6; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') -# Provides only font-size 20 and width of the images box - myfile.write('td.header2{font-size:20; width:50%}') - myfile.write(t('/style')) -############################################################################################################################################## - - myfile.write(t('/head')) - myfile.write(t('body')) - -# &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& -# Design Conclusion - rstr = "" - h = header(reportsummary) - rstr += h - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - rstr += t('table border-collapse= "collapse" border="1px solid black" width= 100% ') - - row = [0, 'Design Conclusion', "IS800:2007/Limit state design"] - rstr += t('tr') - rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" class="header0"') + row[2] + t('/td') - # rstr += t('td colspan="2" class="header0"') + t('/td') - rstr += t('/tr') - mainfolder = "/home/darshan/Desktop/Osdag3_new/Osdag3/ResourceFiles/images" - mainfolder = r'C:\Users\Win10\Desktop\Osdag3-master\ResourceFiles\images' - for i in uiObj: - row1 = [0,i, uiObj[i]] - rstr += t('tr') - rstr += t('td colspan="3" class="detail1"') + space(row1[0]) + row1[1] + t('/td') - rstr += t('td colspan="2" class="detail2 "') + str(row1[2]) + t('/td') - rstr += t('/tr') - png = mainfolder + "/Columns_Beams.png" - datapng = '' % png - if i == "Column Details": - row = [0, datapng, ""] - rstr += t('tr') - rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - # rstr += t('td align="center" class=" header2"') + row[2] + t('/td') - spec = extract_details(columndetails) - for k in spec: - # rstr += t('tr') - rstr += t('td colspan = "2" width = "300" class="detail2"') + space(k[0]) + k[1] + t('/td') - rstr += t('td colspan = "2" width = "300" class="detail2 "') + k[2] + t('/td') - rstr += t('/tr') - if i == "Beam Details": - png = mainfolder + "/Columns_Beams.png" - datapng = '' % png - row = [0, datapng, ""] - rstr += t('tr') - rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - spec = extract_details(beamdetails) - for l in spec: - # rstr += t('tr') - rstr += t('td colspan = "2" width = "300" class="detail2"') + space(l[0]) + l[1] + t('/td') - rstr += t('td colspan = "2" width = "300" class="detail2 "') + l[2] + t('/td') - rstr += t('/tr') - # for k,v in subtitle: - # print(k,v) - # for j in uiObj[i]: - # if j =="Column Details": - # row2 = [0, j ,""] - # rstr += t('tr') - # rstr += t('td colspan="3" class="detail1"') + space(row2[0]) + row2[1] + t('/td') - # rstr += t('td colspan="2" class="detail1"') + row2[2] + t('/td') - # rstr += t('/tr') - # png = mainfolder + "/Columns_Beams.png" - # datapng = '' % png - # row = [0, datapng, ""] - # rstr += t('tr') - # rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - # # rstr += t('td align="center" class=" header2"') + row[2] + t('/td') - # spec = extract_details(columndetails) - # for k in spec: - # # rstr += t('tr') - # rstr += t('td colspan = "2" width = "300" class="detail2"') + space(k[0]) + k[1] + t('/td') - # rstr += t('td colspan = "2" width = "300" class="detail2 "') + k[2] + t('/td') - # rstr += t('/tr') - # elif j == "Beam Details": - # row2 = [0, j,""] - # rstr += t('tr') - # rstr += t('td colspan="3" class="detail1"') + space(row2[0]) + row2[1] + t('/td') - # rstr += t('td colspan="2" class="detail1" ') + row2[2] + t('/td') - # rstr += t('/tr') - # png = mainfolder + "/Columns_Beams.png" - # datapng = '' % png - # row = [0, datapng, ""] - # rstr += t('tr') - # rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - # spec = extract_details(beamdetails) - # for l in spec: - # # rstr += t('tr') - # rstr += t('td colspan = "2" width = "300" class="detail2"') + space(l[0]) + l[1] + t('/td') - # rstr += t('td colspan = "2" width = "300" class="detail2 "') + l[2] + t('/td') - # rstr += t('/tr') - # else: - # row2 = [1, j, str(uiObj[i][j])] - # rstr += t('tr') - # rstr += t('td colspan="3" class="detail2"') + space(row2[0]) + row2[1] + t('/td') - # rstr += t('td colspan="2" class="detail2 "') + row2[2] + t('/td') - # rstr += t('/tr') -# # - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # Diagram - rstr += h - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - - row = [0, "Views", " "] - rstr += t('tr') - rstr += t('td colspan="2" class=" detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - png = folder + "/images_html/3D_Model.png" - datapng = '' % png - - side = folder + "/finSide.png" - dataside = '' % side - - top = folder + "/finTop.png" - datatop = '' % top - - front = folder + "/finFront.png" - datafront = '' % front - - if str(outObj[KEY_MODULE_STATUS]) == 'True': - row = [0, datapng, datatop] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td align="center" class=" header2"') + row[2] + t('/td') - rstr += t('/tr') - - row = [0, dataside, datafront] - rstr += t('tr') - rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') - rstr += t('td align="center" class=" header2 "') + row[2] + t('/td') - rstr += t('/tr') - - else: - pass - - rstr += t('/table') - rstr += t('h1 style="page-break-before:always"') # page break - rstr += t('/h1') - - # # ************************************************************************************************************************* -# # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& -# # Design Check - rstr +=h - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - row = [0, "Design Check", " "] - rstr += t('tr') - rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, "Check", "Required", "Provided", "Remark"] - rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[2] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[3] + t('/td') - rstr += t('td class="header1"') + space(row[0]) + row[4] + t('/td') - rstr += t('/tr') - - - def checks(i): - # Design_Check = ["bolt_shear_capacity" ] - if i == KEY_OUT_BOLT_SHEAR: - const = str(round(math.pi / 4 * 0.78, 4)) - # row =[0,"Bolt shear capacity (kN)"," ","Vdsb = ((800*0.6123*20*20)/(√3*1.25*1000) = 90.53
[cl. 10.3.3]"] - # n_e = str(1) - if outObj[KEY_OUT_BOLT_BEARING] == "N/A" : - i = [0, "Bolt shear capacity (kN)", " ", "Vdsf = ((" + "sf" + "*" +"ne"+ "*" + "Kh" + "*" + "F0" + - ")/(1.25)) = " + str(outObj[KEY_OUT_BOLT_SHEAR]) + "
[cl. 10.4.3]", ""] - else: - i = [0, "Bolt shear capacity (kN)", " ", "Vdsb = (" + "Fubo" + "*" + const + "*" + "d" + "*" + "d" + - ")/(√3*1.25*1000) = " + str(outObj[KEY_OUT_BOLT_SHEAR]) + "
[cl. 10.3.3]", ""] - - elif i == KEY_OUT_BOLT_BEARING: - if outObj[KEY_OUT_BOLT_BEARING] == "N/A" : - i = [0, "Bolt bearing capacity (kN)", "", "N/A", ""] - else: - i = [0, "Bolt bearing capacity (kN)", "", " Vdpb = (2.5*" + "kb" + "*" + "d" + "*" + "t"+ "*" + "Fub" + ")/(1.25*1000) = " + - str(outObj[KEY_OUT_BOLT_BEARING]) + "
[cl. 10.3.4]", ""] - - elif i == KEY_OUT_BOLT_CAPACITY: - if outObj[KEY_OUT_BOLT_BEARING] == "N/A": - i = [0, "Bolt capacity (kN) - bcp", "", outObj[KEY_OUT_BOLT_CAPACITY], ""] - else: - i = [0, "Bolt capacity (kN) - bcp", "", "Min (" + str(outObj[KEY_OUT_BOLT_SHEAR]) + ", " + str(outObj[KEY_OUT_BOLT_BEARING]) + ") = " + str(outObj[KEY_OUT_BOLT_CAPACITY]), ""] - - elif i == KEY_OUT_BOLTS_REQUIRED: - i = [0,"No. of bolts",("" + ' Vs' + "/" + "bcp" + "=" + str(round(float(uiObj[KEY_SHEAR])/float(outObj[KEY_OUT_D_PROVIDED]), 2))+ ""),("" + str(outObj[KEY_OUT_BOLTS_REQUIRED])+ ""), "

Pass

"] - - elif i == KEY_OUT_BOLTS_ONE_LINE: - i = [0, "No of row(s)", "", str(outObj[KEY_OUT_BOLTS_ONE_LINE]), ""] - - elif i == KEY_OUT_BOLT_LINE: - i = [0, "No of column(s)", " ≤ 2", str(outObj[KEY_OUT_BOLT_LINE]), ""] - - elif i == KEY_OUT_PITCH: - minPitch = str(int(2.5 * float(outObj[KEY_OUT_D_PROVIDED]))) - maxPitch = str(300) if 32 * float(beamdetails["t(mm)"]) > 300 else str(int(math.ceil(32 * float(beamdetails["t(mm)"])))) - if int(outObj[KEY_OUT_PITCH]) < int(minPitch) or int(outObj[KEY_OUT_PITCH]) > int(maxPitch): - i = [0, "Bolt pitch (mm)", "≥2.5*d = p, ≤ Min(32*tmin, 300) = 300
[cl. 10.2.2]", - ("" + str(outObj[KEY_OUT_PITCH]) + ""), - "

Fail

"] - else: - i = [0, "Bolt pitch (mm)", "≥2.5*d = p, ≤ Min(32*tmin, 300) = 300
[cl. 10.2.2]", - ("" + str(outObj[KEY_OUT_PITCH]) + ""), - "

Pass

"] - - elif i == KEY_OUT_GAUGE: - minGauge = str(int(2.5 * float(outObj[KEY_OUT_D_PROVIDED]))) - maxGauge = str(300) if 32 * float(beamdetails["t(mm)"]) > 300 else str(int(math.ceil(32 * float(beamdetails["t(mm)"])))) - if (int(outObj[KEY_OUT_GAUGE]) < int(minGauge) or int(outObj[KEY_OUT_GAUGE]) > int(maxGauge)): - i = [0, "Bolt gauge (mm)", "≥2.5*d = g,≤ Min(32*tmin, 300) = 300
[cl. 10.2.2]", - ("" + str(outObj[KEY_OUT_GAUGE]) + ""), "

Fail

"] - else: - i = [0, "Bolt gauge (mm)", "≥2.5*d = g,≤ Min(32*tmin, 300) = 300
[cl. 10.2.2]", - ("" + str(outObj[KEY_OUT_GAUGE]) + ""),"

Pass

"] - - elif i == KEY_OUT_END_DIST: - minEnd = outObj[KEY_OUT_MIN_EDGE_DIST] - maxEnd = outObj[KEY_OUT_MAX_EDGE_DIST] - print(outObj[KEY_OUT_MIN_EDGE_DIST],outObj[KEY_OUT_MAX_EDGE_DIST],outObj[KEY_OUT_EDGE_DIST]) - - if outObj[KEY_OUT_END_DIST] < minEnd or outObj[KEY_OUT_END_DIST] > maxEnd: - i = [0, "End distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEnd) + ", ≤ 12*" + "tmin"+ " = " + str(maxEnd) + "
[cl. 10.2.4]",(""+ - str(outObj[KEY_OUT_END_DIST]) + ""), "

Fail

"] - else: - i = [0, "End distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEnd) + ", ≤ 12*" + "tmin"+ " = " + str(maxEnd) + "
[cl. 10.2.4]",(""+ - str(outObj[KEY_OUT_END_DIST]) + ""),"

Pass

"] - - elif i == KEY_OUT_EDGE_DIST: - minEdge = outObj[KEY_OUT_MIN_EDGE_DIST] - maxEdge = outObj[KEY_OUT_MAX_EDGE_DIST] - if outObj[KEY_OUT_END_DIST] < minEdge or outObj[KEY_OUT_END_DIST] > maxEdge: - i = [0, "Edge distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEdge) + ", ≤ 12*" + "tmin" + " = " + str(maxEdge) + "
[cl. 10.2.4]", - ("" + str(outObj[KEY_ENDDIST]) + ""), "

Fail

"] - else: - i = [0, "Edge distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEdge) + ", ≤ 12*" + "tmin" + " = " + str(maxEdge) + "
[cl. 10.2.4]", - ("" + str(outObj[KEY_OUT_EDGE_DIST]) + ""), "

Pass

"] - - elif i == KEY_OUT_PLATE_BLK_SHEAR: - if float(outObj[KEY_OUT_PLATE_BLK_SHEAR]) < float(uiObj[KEY_SHEAR]): - i = [0, "Block shear capacity (kN)", " ≥ " + str(uiObj[KEY_SHEAR]), str(outObj[KEY_OUT_PLATE_BLK_SHEAR]), "

Fail

"] - else: - i = [0, "Block shear capacity (kN)", " ≥ " + str(uiObj[KEY_SHEAR]), str(outObj[KEY_OUT_PLATE_BLK_SHEAR]), "

Pass

"] - - elif i == KEY_OUT_PLATE_HEIGHT: - minheight = outObj[KEY_PLATE_MIN_HEIGHT] - maxheight = outObj[KEY_PLATE_MAX_HEIGHT] - plateheight = outObj[KEY_OUT_PLATE_HEIGHT] - if uiObj[KEY_CONN] in VALUES_CONN_2: - maxheightstring = "D" + "-" + "T" + "-" + 'R1'+ "-" + "cft" + "-" + "crr"+ "- 5" - else: - maxheightstring = "D" + " - 2 * " + "T" + " - 2 * " + 'R1' + "-" + "10" - if int(plateheight) < float(minheight) or int(plateheight) > float(maxheight): - i = [0, "Plate height (mm)", "≥ 0.6*" + "D" + "=" + str(minheight) + ", ≤ " + maxheightstring + "=" + str(maxheight) + - "
[cl. 10.2.4, Insdag Detailing Manual, 2002]", int(outObj[KEY_OUT_PLATE_HEIGHT]), "

Fail

"] - else: - i = [0, "Plate height (mm)", "≥ 0.6*" + "D" + "=" + str(minheight) + ", ≤ " + maxheightstring + "=" + str(maxheight) + - "
[cl. 10.2.4, Insdag Detailing Manual, 2002]",int(outObj[KEY_OUT_PLATE_HEIGHT]), "

Pass

"] - - - elif i == KEY_OUT_PLATE_MOM_CAPACITY: - - if float(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) > float(outObj[KEY_OUT_PLATE_MOM_DEMAND]): - i = [0, "Plate moment capacity (kNm)", - "(2*" + "Bolt shear capacity" + "*" + "p" + "2)/(" + "p" + "*1000) = " + str(outObj[KEY_OUT_PLATE_MOM_DEMAND]), - "Md = (1.2*" +"Fyb" + "*Z)/(1000*1.1) = " + str(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) + "
[cl. 8.2.1.2]", - "

Fail

"] - else: - i = [0, "Plate moment capacity (kNm)", "(2*" + "Bolt shear capacity" + "*" + "p" + "2)/(" + "p" + "*1000) = " + str(outObj[KEY_OUT_PLATE_MOM_DEMAND]), - "Md = (1.2*" + "Fyb "+ "*Z)/(1000*1.1) = " + str(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) + "
[cl. 8.2.1.2]", - "

Pass

"] - - # effWeldLen = str(int(float(outObj["Plate"]['height']) - (2 * float(uiObj["Components"]["Size(mm)-ws"])))) - elif i == KEY_OUT_WELD_LENGTH_EFF: - i = [0, "Effective weld length on each side (mm)", "", "dp" + "-2*" + "ws" + " = " + str(outObj[KEY_OUT_WELD_LENGTH_EFF]), ""] - - elif i == KEY_OUT_WELD_STRENGTH: - if float(outObj[KEY_OUT_WELD_STRESS]) > float(outObj[KEY_OUT_WELD_STRENGTH]): - i = [0, "Weld strength (kN/mm)", - " √[(" + "md*1000" + "*6)/(2*" + "efl)]" + "2)]2 + [" + "Vs" + "/(2*" + - "efl" + ")]2
= " + str(outObj[KEY_OUT_WELD_STRESS]), - "fv= (0.7*" + "ws" + "*" + "Fuw" + ")/(√3*1.25)
= " + - "wst" + "
[cl. 10.5.7]", "

Fail

"] - else: - i = [0, "Weld strength (kN/mm)", - " √[(" + "md*1000" + "*6)/(2*" + "efl)]" + "2)]2 + [" + "Vs" + "/(2*" + - "efl" + ")]2
= " + str(outObj[KEY_OUT_WELD_STRESS]), - "fv= (0.7*" + "ws" + "*" + "Fuw" + ")/(√3*1.25)
= " + - str(round(outObj[KEY_OUT_WELD_STRENGTH],2))+ "
[cl. 10.5.7]", "

Pass

"] - - return i - - for i in Design_Check: - rstr += t('tr') - a = checks(i) - for j in range(1,len(a)): - rstr += t('td class="detail2"') + space(a[0]) + str(a[j]) + t('/td') - rstr += t('/tr') - - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& -# Additional comments - addtionalcomments = str(reportsummary['AdditionalComments']) - rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') - rstr += t('''col width=30%''') - rstr += t('''col width=70%''') - - rstr += t('tr') - row = [0, "Additional Comments", addtionalcomments] - rstr += t('td colspan = "3" class= "detail1"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan = "3" class= "detail2" align="justified"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('/table') - - myfile.write(rstr) - myfile.write(t('/body')) - myfile.write(t('/html')) - myfile.close() - -def space(n): - rstr = " " * 4 * n - return rstr - -def t(n): - return '<' + n + '/>' - -def w(n): - return '{' + n + '}' - -def quote(m): - return '"' + m + '"' - -#header -def header(reportsummary): - companyname = str(reportsummary["ProfileSummary"]['CompanyName']) - companylogo = str(reportsummary["ProfileSummary"]['CompanyLogo']) - groupteamname = str(reportsummary["ProfileSummary"]['Group/TeamName']) - designer = str(reportsummary["ProfileSummary"]['Designer']) - projecttitle = str(reportsummary['ProjectTitle']) - subtitle = str(reportsummary['Subtitle']) - jobnumber = str(reportsummary['JobNumber']) - client = str(reportsummary['Client']) - - - # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& -# Header of the pdf fetched from dialogbox - rstr = t('table border-collapse= "collapse" border="1px solid black" width=100%') - rstr += t('tr') - row = [0, '', 'Created with' " " " " " " " " " " ''] - rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') - rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Company Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') -# rstr += t('td style= "font:bold 20px Helvetica, Arial, Sans Serif;background-color:#D5DF93"') + space(row[0]) + row[1] + t('/td') - row = [0, companyname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - - row = [0, 'Project Title'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, projecttitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Group/Team Name'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, groupteamname] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Subtitle'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, subtitle] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Designer'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, designer] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, 'Job Number'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, jobnumber] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - - rstr += t('tr') - row = [0, 'Date'] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, time.strftime("%d /%m /%Y")] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, "Client"] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - row = [0, client] - rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') - rstr += t('/tr') - rstr += t('/table') - - rstr += t('hr') -# rstr += t('p>   55 and type(uiObj[i]) != pyl.math.Math: - str_len = len(str(uiObj[i])) - loop_len = round_up((str_len / 55), 1, 1) - for j in range(1, loop_len + 1): - b = 55 * j + 1 - if j == 1: - table.add_row( - (MultiColumn(3, align='|c|', data=MultiRow(loop_len,data=i)), MultiColumn(2, align='|c|', data=uiObj[i][0:b]),)) - else: - table.add_row( - (MultiColumn(3, align='|c|', data=MultiRow(loop_len,data="")), - MultiColumn(2, align='|c|', data=uiObj[i][b - 55:b]),)) - table.add_hline() - else: - table.add_hline() - table.add_row((MultiColumn(3, align='|c|', data=NoEscape(i)), MultiColumn(2, align='|c|', data=uiObj[i]),)) - table.add_hline() - for i in uiObj: - if i == 'Section Size*' or i == KEY_DISP_ANGLE_LIST or i == KEY_DISP_TOPANGLE_LIST or i==KEY_DISP_CLEAT_ANGLE_LIST: - with doc.create(Subsection("List of Input Section")): - # with doc.create(LongTable('|p{8cm}|p{8cm}|', row_height=1.2)) as table: - with doc.create(Tabularx('|p{4cm}|X|', row_height=1.2)) as table: - table.add_hline() - table.add_row((MultiColumn(1, align='|c|', data=i, ), - MultiColumn(1, align='|X|', data=uiObj[i].strip("[]")),)) - # str_len = len(uiObj[i]) - # loop_len = round_up((str_len/100),1,1) - # table.add_hline() - # for j in range(1,loop_len+1): - # b= 100*j+1 - # if j ==1: - # table.add_row((MultiColumn(1, align='|c|', data=i, ), - # MultiColumn(1, align='|X|', data=uiObj[i][0:b]),)) - # else: - # table.add_row((MultiColumn(1, align='|c|', data=" ", ), - # MultiColumn(1, align='|X|', data=uiObj[i][b-100:b]),)) - table.add_hline() - - doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) - doc.append(NewPage()) - count = 0 - with doc.create(Section('Design Checks')): - with doc.create(Tabularx(r'|>{\centering}p{12.5cm}|>{\centering\arraybackslash}X|', row_height=1.2)) as table: - table.add_hline() - # Fail = TextColor("FailColor", bold("Fail")) - # Pass = TextColor("PassColor", bold("Pass")) - - - if does_design_exist != True: - table.add_row(bold('Design Status'),color_cell("Red",bold("Fail"))) - else: - table.add_row(bold('Design Status'),color_cell("OsdagGreen",bold("Pass"))) - table.add_hline() - - - - for check in Design_Check: - - if check[0] == 'SubSection': - if count >=1: - # doc.append(NewPage()) - doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) - with doc.create(Subsection(check[1])): -######################### - # if uiObj== "WELDImage": - # table.add_hline() - # table.add_row((MultiColumn(5, align='|c|', data=bold(i), ),)) - # table.add_hline() - # else: -######################### - with doc.create(LongTable(check[2], row_height=1.2)) as table: # todo anjali remove - table.add_hline() - table.add_row(('Check', 'Required', 'Provided', 'Remarks'), color='OsdagGreen') - table.add_hline() - table.end_table_header() - table.add_hline() - count = count + 1 - elif check[0] == "Selected": - if count >=1: - # doc.append(NewPage()) - doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) - with doc.create(Subsection(check[1])): - with doc.create(LongTable(check[2], row_height=1.2)) as table: - table.add_hline() - for i in uiObj: - # row_cells = ('9', MultiColumn(3, align='|c|', data='Multicolumn not on left')) - - print(i) - if type(uiObj[i]) == dict and i == 'Selected Section Details': - table.add_hline() - sectiondetails = uiObj[i] - image_name = sectiondetails[KEY_DISP_SEC_PROFILE] - Img_path = '/ResourceFiles/images/' + image_name + '.png' - if (len(sectiondetails)) % 2 == 0: - # merge_rows = int(round_up(len(sectiondetails),2)/2 + 2) - merge_rows = int(round_up((len(sectiondetails) / 2), 1, 0) + 2) - else: - merge_rows = int(round_up((len(sectiondetails) / 2), 1, 0) + 1) - print('Hi', len(sectiondetails) / 2, round_up(len(sectiondetails), 2) / 2, - merge_rows) - if (len(sectiondetails)) % 2 == 0: - sectiondetails[''] = '' - a = list(sectiondetails.keys()) - # index=0 - for x in range(1, (merge_rows + 1)): - # table.add_row("Col.Det.",i,columndetails[i]) - if x == 1: - table.add_row( - (MultiRow(merge_rows, - data=StandAloneGraphic(image_options="width=5cm,height=5cm", - filename=rel_path + Img_path)), - MultiColumn(2, align='|c|', data=NoEscape(a[x])), - MultiColumn(2, align='|c|', data=NoEscape(sectiondetails[a[x]])),)) - elif x <= 4: - table.add_row(('', MultiColumn(2, align='|c|', data=NoEscape(a[x])), - - MultiColumn(2, align='|c|', data=sectiondetails[a[x]]),)) - else: - table.add_row(('', NoEscape(a[x]), sectiondetails[a[x]], NoEscape(a[merge_rows + x - 4]), - sectiondetails[a[merge_rows + x - 4]],)) - - table.add_hline(2, 5) - table.add_hline() - count = count + 1 - else: - - if check[3] == 'Fail': - table.add_row((NoEscape(check[0])), check[1], check[2], TextColor("Red", bold(check[3]))) - else: - table.add_row((NoEscape(check[0])), check[1], check[2], TextColor("OsdagGreen", bold(check[3]))) - table.add_hline() - - # 2D images - if len(Disp_2d_image) != 0: - - if module == KEY_DISP_BCENDPLATE or module == KEY_DISP_BB_EP_SPLICE: - if does_design_exist and sys.platform != 'darwin': - doc.append(NewPage()) - weld_details = rel_path + Disp_2d_image[0] - detailing_details = rel_path + Disp_2d_image[1] - stiffener_details = rel_path + Disp_2d_image[2] - - with doc.create(Section('2D Drawings (Typical)')): - - with doc.create(Figure()) as image: - image.add_image(weld_details, width=NoEscape(r'0.7\textwidth'), placement=NoEscape(r'\centering')) - image.add_caption('Typical Weld Details -- Beam to End Plate Connection') - # doc.append(NewPage()) - - with doc.create(Figure()) as image_2: - image_2.add_image(detailing_details, width=NoEscape(r'0.7\textwidth'), placement=NoEscape(r'\centering')) - image_2.add_caption('Typical Detailing') - # doc.append(NewPage()) - - with doc.create(Figure()) as image_3: - image_3.add_image(stiffener_details, width=NoEscape(r'0.9\textwidth'), placement=NoEscape(r'\centering')) - image_3.add_caption('Typical Stiffener Details') - # doc.append(NewPage()) - - elif module == KEY_DISP_BASE_PLATE: - if does_design_exist and sys.platform != 'darwin': - doc.append(NewPage()) - bp_sketch = rel_path + Disp_2d_image[0] - bp_detailing = rel_path + Disp_2d_image[1] - bp_weld = rel_path + Disp_2d_image[2] - bp_anchor = rel_path + Disp_2d_image[3] - bp_key = rel_path + Disp_2d_image[4] - - with doc.create(Section('2D Drawings (Typical)')): - with doc.create(Figure()) as image_1: - image_1.add_image(bp_sketch, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) - image_1.add_caption('Typical Base Plate Details') - # doc.append(NewPage()) - - with doc.create(Figure()) as image_2: - image_2.add_image(bp_detailing, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) - image_2.add_caption('Typical Base Plate Detailing') - # doc.append(NewPage()) - - with doc.create(Figure()) as image_3: - image_3.add_image(bp_weld, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) - image_3.add_caption('Typical Weld Details') - # doc.append(NewPage()) - - with doc.create(Figure()) as image_4: - image_4.add_image(bp_anchor, width=NoEscape(r'0.5\textwidth'), placement=NoEscape(r'\centering')) - image_4.add_caption('Typical Anchor Bolt Details') - # doc.append(NewPage()) - - if len(Disp_2d_image[-1]) > 0: - with doc.create(Figure()) as image_5: - image_5.add_image(bp_key, width=NoEscape(r'0.9\textwidth'), placement=NoEscape(r'\centering')) - image_5.add_caption('Typical Shear Key Details') - # doc.append(NewPage()) - - if does_design_exist and sys.platform != 'darwin': - doc.append(NewPage()) - Disp_top_image = "/ResourceFiles/images/top.png" - Disp_side_image = "/ResourceFiles/images/side.png" - Disp_front_image = "/ResourceFiles/images/front.png" - view_3dimg_path = rel_path + Disp_3d_image - view_topimg_path = rel_path + Disp_top_image - view_sideimg_path = rel_path + Disp_side_image - view_frontimg_path = rel_path + Disp_front_image - with doc.create(Section('3D Views')): - with doc.create(Tabularx(r'|>{\centering}X|>{\centering\arraybackslash}X|', row_height=1.2)) as table: - view_3dimg_path = rel_path + Disp_3d_image - view_topimg_path = rel_path + Disp_top_image - view_sideimg_path = rel_path + Disp_side_image - view_frontimg_path = rel_path + Disp_front_image - table.add_hline() - table.add_row([StandAloneGraphic(image_options="height=4cm",filename=view_3dimg_path), - StandAloneGraphic(image_options="height=4cm",filename=view_topimg_path)]) - table.add_row('(a) 3D View', '(b) Top View') - table.add_hline() - table.add_row([StandAloneGraphic(image_options="height=4cm", filename=view_sideimg_path), - StandAloneGraphic(image_options="height=4cm", filename=view_frontimg_path)]) - table.add_row('(c) Side View', '(d) Front View') - table.add_hline() - # with doc.create(Figure(position='h!')) as view_3D: - # view_3dimg_path = rel_path + Disp_3d_image - # # view_3D.add_image(filename=view_3dimg_path, width=NoEscape(r'\linewidth')) - # - # view_3D.add_image(filename=view_3dimg_path,width=NoEscape(r'\linewidth,height=6.5cm')) - # - # view_3D.add_caption('3D View') - - with doc.create(Section('Design Log')): - doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) - logger_msgs=reportsummary['logger_messages'].split('\n') - for msg in logger_msgs: - if('WARNING' in msg): - colour='blue' - elif('INFO' in msg): - colour='OsdagGreen' - elif('ERROR' in msg): - colour='red' - else: - continue - doc.append(TextColor(colour,'\n'+msg)) - try: - doc.generate_pdf(filename, compiler='pdflatex', clean_tex=False) - except: - pass - -def color_cell(cellcolor,celltext): - string = NoEscape(r'\cellcolor{'+cellcolor+r'}{'+celltext+r'}') - return string diff --git a/design_type/compression_member/compression.py b/design_type/compression_member/compression.py deleted file mode 100644 index 4828e3aa3..000000000 --- a/design_type/compression_member/compression.py +++ /dev/null @@ -1,419 +0,0 @@ -from design_type.member import Member -from Common import * -from utils.common.component import ISection, Material -from utils.common.load import Load -from utils.common.Section_Properties_Calculator import I_sectional_Properties - - -class Compression(Member): - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - """ - - :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the - order they are appended. Format of the Tuple is: - [Tab Title, Type of Tab, function for tab content) - Tab Title : Text which is displayed as Title of Tab, - Type of Tab: There are Three types of tab layouts. - Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" - TYPE_TAB_2: This contains a Text box for side note. - TYPE_TAB_3: This is plain layout - function for tab content: All the values like labels, input widgets can be passed as list of tuples, - which will be displayed in chosen tab layout - - """ - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) - tabs.append(t1) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - """ - - :return: This function is used to update the values of the keys in design preferences, - which are dependent on other inputs. - It returns list of tuple which contains, tab name, keys whose values will be changed, - function to change the values and arguments for the function. - - [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] - - Here Argument list should have only one element. - Changing of this element,(either changing index or text depending on widget type), - will update the list of keys (this can be more than one). - TODO: input widget type of keys (3rd element) is no longer required. needs to be removed - - """ - change_tab = [] - # - # t1 = (KEY_DISP_COLSEC, [KEY_SECSIZE, KEY_SEC_MATERIAL], - # [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', - # 'Label_7', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', - # 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, - # self.get_new_angle_section_properties) - # change_tab.append(t1) - # - # t2 = (DISP_TITLE_ANGLE, ['Label_1', 'Label_2', 'Label_3', 'Label_0'], - # ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', - # 'Label_15', - # 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', - # KEY_IMAGE], - # TYPE_TEXTBOX, self.get_Angle_sec_properties) - # change_tab.append(t2) - # - # t6 = (DISP_TITLE_ANGLE, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - # change_tab.append(t6) - # - # t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - # change_tab.append(t7) - # - return change_tab - - def edit_tabs(self): - """ This function is required if the tab name changes based on connectivity or profile or any other key. - Not required for this module but empty list should be passed""" - return [] - - def input_dictionary_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to design dictionary. - - It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, - - [(Tab Name, input widget type of keys, [List of keys to be saved])] - - """ - design_input = [] - - t2 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) - design_input.append(t2) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to - design dictionary if design preference is never opened by user. It sets are design preference values to default. - If any design preference value needs to be set to input dock value, tuple shall be written as: - - (Key of input dock, [List of Keys from design prefernce], 'Input Dock') - - If the values needs to be set to default, - - (None, [List of Design Prefernce Keys], '') - - """ - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_DESIGN_METHOD], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - """ - - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - add_buttons = [] - - t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") - add_buttons.append(t2) - - return add_buttons - - def get_values_for_design_pref(self, key, design_dictionary): - - if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL], 41).fu - else: - fu = '' - - val = {KEY_DP_DESIGN_METHOD: "Limit State Design" - }[key] - - return val - - #################################### - # Design Preference Functions End - #################################### - - def module_name(self): - return KEY_DISP_COMPRESSION - - def set_osdaglogger(key): - - """ - Function to set Logger for FinPlate Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - # handler.setLevel(logging.INFO) - # formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - # handler.setFormatter(formatter) - # logger.addHandler(handler) - if key is not None: - handler = OurLog(key) - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def customized_input(self): - - c_lst = [] - - t1 = (KEY_SECSIZE, self.fn_profile_section) - c_lst.append(t1) - - return c_lst - - def input_values(self): - - ''' - Fuction to return a list of tuples to be displayed as the UI.(Input Dock) - ''' - - # @author: Amir, Umair - - options_list = [] - - t1 = (KEY_MODULE, KEY_DISP_COMPRESSION, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE, True, 'No Validator') - options_list.append(t2) - - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') - options_list.append(t4) - - t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_LENZZ, KEY_DISP_LENZZ, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t5) - - t6 = (KEY_LENYY, KEY_DISP_LENYY, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t6) - - t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t7) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t8) - - t12 = (KEY_MOMENT_MAJOR, KEY_DISP_MOMENT_MAJOR, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t12) - - t13 = (KEY_MOMENT_MINOR, KEY_DISP_MOMENT_MINOR, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t13) - - t9 = (None, DISP_TITLE_SC, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_END1, KEY_DISP_END1, TYPE_COMBOBOX, VALUES_END1, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_END2, KEY_DISP_END2, TYPE_COMBOBOX, VALUES_END2, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_IMAGE, None, TYPE_IMAGE_COMPRESSION, "./ResourceFiles/images/6.RRRR.PNG", True, 'No Validator') - options_list.append(t12) - - return options_list - - def fn_profile_section(self): - - profile = self[0] - if profile == 'Beams': - return connectdb("Beams", call_type="popup") - elif profile == 'Columns': - return connectdb("Columns", call_type="popup") - elif profile == 'RHS': - return connectdb("RHS", call_type="popup") - elif profile == 'SHS': - return connectdb("SHS", call_type="popup") - elif profile == 'CHS': - return connectdb("CHS", call_type="popup") - - - def fn_end1_end2(self): - - end1 = self[0] - if end1 == 'Fixed': - return VALUES_END2 - elif end1 == 'Free': - return ['Fixed'] - elif end1 == 'Hinged': - return ['Fixed', 'Hinged', 'Roller'] - elif end1 == 'Roller': - return ['Fixed', 'Hinged'] - - def fn_end1_image(self): - - if self == 'Fixed': - return "./ResourceFiles/images/6.RRRR.PNG" - elif self == 'Free': - return "./ResourceFiles/images/1.RRFF.PNG" - elif self == 'Hinged': - return "./ResourceFiles/images/5.RRRF.PNG" - elif self == 'Roller': - return "./ResourceFiles/images/4.RRFR.PNG" - - def fn_end2_image(self): - - end1 = self[0] - end2 = self[1] - - if end1 == 'Fixed': - if end2 == 'Fixed': - return "./ResourceFiles/images/6.RRRR.PNG" - elif end2 == 'Free': - return "./ResourceFiles/images/1.RRFF_rotated.PNG" - elif end2 == 'Hinged': - return "./ResourceFiles/images/5.RRRF_rotated.PNG" - elif end2 == 'Roller': - return "./ResourceFiles/images/4.RRFR_rotated.PNG" - elif end1 == 'Free': - return "./ResourceFiles/images/1.RRFF.PNG" - elif end1 == 'Hinged': - if end2 == 'Fixed': - return "./ResourceFiles/images/5.RRRF.PNG" - elif end2 == 'Hinged': - return "./ResourceFiles/images/3.RFRF.PNG" - elif end2 == 'Roller': - return "./ResourceFiles/images/2.FRFR_rotated.PNG" - elif end1 == 'Roller': - if end2 == 'Fixed': - return "./ResourceFiles/images/4.RRFR.PNG" - elif end2 == 'Hinged': - return "./ResourceFiles/images/2.FRFR.PNG" - - def input_value_changed(self): - - lst = [] - - t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) - lst.append(t1) - - t2 = ([KEY_END1], KEY_END2, TYPE_COMBOBOX, self.fn_end1_end2) - lst.append(t2) - - t3 = ([KEY_END1, KEY_END2], KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) - lst.append(t3) - - # t4 = (KEY_END2, KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) - # lst.append(t4) - - return lst - - def output_values(self,flag): - out_list = [] - t1 = (None, DISP_TITLE_TENSION_SECTION, TYPE_TITLE, None, True) - out_list.append(t1) - - return out_list - def func_for_validation(self, design_dictionary): - - all_errors = [] - self.design_status = False - flag = False - option_list = self.input_values(self) - missing_fields_list = [] - for option in option_list: - if option[2] == TYPE_TEXTBOX: - if design_dictionary[option[0]] == '': - missing_fields_list.append(option[1]) - elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2]: - val = option[3] - if design_dictionary[option[0]] == val[0]: - missing_fields_list.append(option[1]) - - if len(missing_fields_list) > 0: - - error = self.generate_missing_fields_error_string(self,missing_fields_list) - all_errors.append(error) - # flag = False - else: - flag = True - - if flag: - self.set_input_values(self, design_dictionary) - # print(design_dictionary) - else: - return all_errors - - def set_input_values(self, design_dictionary): - self.module = design_dictionary[KEY_MODULE] - self.sizelist = design_dictionary[KEY_SECSIZE] - self.sec_profile = design_dictionary[KEY_SEC_PROFILE] - self.material = design_dictionary[KEY_SEC_MATERIAL] - self.length_zz = float(design_dictionary[KEY_LENZZ]) - self.length_yy = float(design_dictionary[KEY_LENYY]) - self.load = Load(shear_force="", axial_force=design_dictionary[KEY_AXIAL],moment=design_dictionary[KEY_MOMENT_MAJOR], - moment_minor = design_dictionary[KEY_MOMENT_MINOR],unit_kNm=True) - - print(self.module) - print(self.sec_profile) - print(self.material) - print(self.length_yy) - print(self.length_zz) - print(self.load) - # Assuming first member as selected size - selectedsize = design_dictionary[KEY_SECSIZE][0] - self.select_section(self,selectedsize) - - def select_section(self, selectedsize): - - "selecting components class based on the section passed " - - if self.sec_profile == 'RHS': - self.section_size = RHS(designation=selectedsize, material_grade=self.material) - elif self.sec_profile == 'CHS': - self.section_size = CHS(designation=selectedsize, material_grade=self.material) - elif self.sec_profile == 'SHS': - self.section_size = SHS(designation=selectedsize, material_grade=self.material) - elif self.sec_profile in ['Beams','Columns']: - self.section_size = ISection(designation=selectedsize, material_grade=self.material) - else: - pass - - print(self.section_size) - - def get_3d_components(self): - - components = [] - return components diff --git a/design_type/connection/beam_cover_plate.py b/design_type/connection/beam_cover_plate.py deleted file mode 100644 index 94bd6e586..000000000 --- a/design_type/connection/beam_cover_plate.py +++ /dev/null @@ -1,4049 +0,0 @@ -""" -Started on 1st November, 2019. - -@author: Kumari Anjali Jatav - -Module: Beam-Beam Cover Plate Bolted Connection - -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel Structures by N. Subramanian - 3) IS 1367 (Part3):2002 - TECHNICAL SUPPLY CONDITIONS FOR THREADED STEEL FASTENERS - -""" - -from design_type.connection.moment_connection import MomentConnection -from utils.common.component import * -# from cad.common_logic import CommonDesignLogic -from Common import * -from utils.common.load import Load -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * -import logging - - -class BeamCoverPlate(MomentConnection): - - def __init__(self): - super(BeamCoverPlate, self).__init__() - self.design_status = False - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - """ - - :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the - order they are appended. Format of the Tuple is: - [Tab Title, Type of Tab, function for tab content) - Tab Title : Text which is displayed as Title of Tab, - Type of Tab: There are Three types of tab layouts. - Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" - TYPE_TAB_2: This contains a Text box for side note. - TYPE_TAB_3: This is plain layout - function for tab content: All the values like labels, input widgets can be passed as list of tuples, - which will be displayed in chosen tab layout - - """ - tabs = [] - - t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_section) - tabs.append(t1) - - t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - """ - - :return: This function is used to update the values of the keys in design preferences, - which are dependent on other inputs. - It returns list of tuple which contains, tab name, keys whose values will be changed, - function to change the values and arguments for the function. - - [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] - - Here Argument list should have only one element. - Changing of this element,(either changing index or text depending on widget type), - will update the list of keys (this can be more than one). - - """ - - change_tab = [] - - t2 = (KEY_DISP_BEAMSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) - change_tab.append(t2) - - t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, - KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) - change_tab.append(t3) - - t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_BEAMSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - return change_tab - - def edit_tabs(self): - """ This function is required if the tab name changes based on connectivity or profile or any other key. - Not required for this module but empty list should be passed""" - return [] - - - - def input_dictionary_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to design dictionary. - - It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, - - [(Tab Name, input widget type of keys, [List of keys to be saved])] - - """ - design_input = [] - - t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) - design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to - design dictionary if design preference is never opened by user. It sets are design preference values to default. - If any design preference value needs to be set to input dock value, tuple shall be written as: - - (Key of input dock, [List of Keys from design preference], 'Input Dock') - - If the values needs to be set to default, - - (None, [List of Design Preference Keys], '') - - """ - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - - """ - - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - - add_buttons = [] - - t2 = (KEY_DISP_BEAMSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Beams") - add_buttons.append(t2) - - return add_buttons - - def get_values_for_design_pref(self, key, design_dictionary): - - if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL],41).fu - else: - fu = '' - - val = {KEY_DP_BOLT_TYPE: "Pretensioned", - KEY_DP_BOLT_HOLE_TYPE: "Standard", - KEY_DP_BOLT_SLIP_FACTOR: str(0.3), - KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, - KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '3', - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', - KEY_DP_DESIGN_METHOD: "Limit State Design", - KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) - }[key] - - return val - #################################### - # Design Preference Functions End - #################################### - - def set_osdaglogger(key): - - """ - Function to set Logger for Tension Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', - datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def out_bolt_bearing(self): - - bolt_type = self[0] - if bolt_type != TYP_BEARING: - return True - else: - return False - - def preference_type(self): - - pref_type = self[0] - if pref_type == VALUES_FLANGEPLATE_PREFERENCES[0] : - return True - else: - return False - - def input_value_changed(self): - - lst = [] - - t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) - lst.append(t8) - - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT,TYPE_OUT_DOCK, self.preference_type) - lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, TYPE_OUT_LABEL, self.preference_type) - lst.append(t8) - - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_DOCK, self.preference_type) - lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_LABEL, self.preference_type) - lst.append(t8) - - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_DOCK, self.preference_type) - lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_LABEL, self.preference_type) - lst.append(t8) - - - return lst - - def input_values(self): - - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_BEAMCOVERPLATE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, connectdb("Beams"), True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t5) - - t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) - - t17 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t17) - - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t7) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') - options_list.append(t12) - - t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t18) - - t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') - options_list.append(t19) - - t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') - options_list.append(t20) - - t21 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t21) - - t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') - options_list.append(t22) - - return options_list - - def customized_input(self): - - list1 = [] - t1 = (KEY_GRD, self.grdval_customized) - list1.append(t1) - t3 = (KEY_D, self.diam_bolt_customized) - list1.append(t3) - t4 = (KEY_WEBPLATE_THICKNESS, self.plate_thick_customized) - list1.append(t4) - t5 = (KEY_FLANGEPLATE_THICKNESS, self.plate_thick_customized) - list1.append(t5) - - return list1 - - def flangespacing(self, flag): - - flangespacing = [] - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") - flangespacing.append(t00) - - # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') - # spacing.append(t99) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_1.png', 400, 278, ""]) # [image, width, height, caption] - flangespacing.append(t99) - t21 = (KEY_FLANGE_PITCH, KEY_DISP_FLANGE_PLATE_PITCH, TYPE_TEXTBOX, - self.flange_plate.pitch_provided ) - flangespacing.append(t21) - - t22 = (KEY_ENDDIST_FLANGE, KEY_DISP_END_DIST_FLANGE, TYPE_TEXTBOX, - self.flange_plate.end_dist_provided) - flangespacing.append(t22) - - t23 = (KEY_FLANGE_PLATE_GAUGE, KEY_DISP_FLANGE_PLATE_GAUGE, TYPE_TEXTBOX, - self.flange_plate.gauge_provided) - flangespacing.append(t23) - - t24 = (KEY_EDGEDIST_FLANGE, KEY_DISP_EDGEDIST_FLANGE, TYPE_TEXTBOX, - self.flange_plate.edge_dist_provided ) - flangespacing.append(t24) - return flangespacing - # - def webspacing(self, flag): - - webspacing = [] - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") - webspacing.append(t00) - - # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') - # spacing.append(t99) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_1.png', 400, 278, ""]) # [image, width, height, caption] - webspacing.append(t99) - - t8 = (KEY_WEB_PITCH, KEY_DISP_WEB_PLATE_PITCH, TYPE_TEXTBOX, self.web_plate.pitch_provided if flag else '') - webspacing.append(t8) - - t9 = (KEY_ENDDIST_W, KEY_DISP_END_DIST_W, TYPE_TEXTBOX, - self.web_plate.end_dist_provided if flag else '') - webspacing.append(t9) - - t10 = ( KEY_WEB_GAUGE, KEY_DISP_WEB_PLATE_GAUGE, TYPE_TEXTBOX, self.web_plate.gauge_provided if flag else '') - webspacing.append(t10) - - t11 = (KEY_EDGEDIST_W, KEY_DISP_EDGEDIST_W, TYPE_TEXTBOX, - self.web_plate.edge_dist_provided if flag else '') - webspacing.append(t11) - return webspacing - # - def flangecapacity(self, flag): - - flangecapacity = [] - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)- 2 x 3 Bolts pattern considered") - flangecapacity.append(t00) - - # t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, - # ['./ResourceFiles/images/L.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] - # flangecapacity.append(t99) - t99 = (None, 'Failure Pattern due to Tension in Plate and Member', TYPE_SECTION, - ['./ResourceFiles/images/2L.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] - flangecapacity.append(t99) - t30 =(KEY_FLANGE_TEN_CAPACITY,KEY_DISP_FLANGE_TEN_CAPACITY,TYPE_TEXTBOX, - round(self.section.tension_capacity_flange/1000, 2) if flag else '') - flangecapacity.append(t30) - - t30 = (KEY_FLANGE_PLATE_TEN_CAP, KEY_DISP_FLANGE_PLATE_TEN_CAP, TYPE_TEXTBOX, - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2) if flag else '') - flangecapacity.append(t30) - - # t28 = (KEY_FLANGE_PLATE_MOM_DEMAND, KEY_FLANGE_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, - # round(self.flange_plate.moment_demand / 1000000, 2) if flag else '') - # flangecapacity.append(t28) - # - # t29 = (KEY_FLANGE_PLATE_MOM_CAPACITY, KEY_FLANGE_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, - # round(self.flange_plate.moment_capacity/1000, 2) if flag else '') - # flangecapacity.append( t29) - - return flangecapacity - - def webcapacity(self, flag): - webcapacity = [] - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)- 2 x 3 Bolts pattern considered") - webcapacity.append(t00) - - t99 = (None, 'Failure Pattern due to tension in Member and Plate', TYPE_SECTION, - ['./ResourceFiles/images/U.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] - webcapacity.append(t99) - - t30 = (KEY_WEB_TEN_CAPACITY, KEY_DISP_WEB_TEN_CAPACITY, TYPE_TEXTBOX, - round(self.section.tension_capacity_web / 1000, 2) if flag else '') - webcapacity.append(t30) - - # t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_SECTION, - # ['./ResourceFiles/images/U.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] - # webcapacity.append(t99) - - t30 = (KEY_WEB_PLATE_CAPACITY, KEY_DISP_WEB_PLATE_CAPACITY, TYPE_TEXTBOX, - round(self.web_plate.tension_capacity_web_plate/ 1000, 2) if flag else '') - webcapacity.append(t30) - - t99 = (None, 'Failure Pattern due to Shear in Plate', TYPE_SECTION, - ['./ResourceFiles/images/L_shear.png', 400, 210, "Block Shear Pattern"]) # [image, width, height, caption] - webcapacity.append(t99) - - t30 = (KEY_WEBPLATE_SHEAR_CAPACITY_PLATE, KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE, TYPE_TEXTBOX, - round(self.web_plate.shear_capacity_web_plate / 1000, 2) if flag else '') - webcapacity.append(t30) - # - t15 = (KEY_WEB_PLATE_MOM_DEMAND, KEY_WEB_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, - round(self.web_plate.moment_demand / 1000000, 2) if flag else '') - webcapacity.append(t15) - # - # t16 = (KEY_WEB_PLATE_MOM_CAPACITY, KEY_WEB_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, - # round(self.web_plate.moment_capacity/1000, 2) if flag else '') - # webcapacity.append(t16) - return webcapacity - - - - def member_capacityoutput(self,flag): - member_capacityoutput = [] - t29 = (KEY_MEMBER_MOM_CAPACITY, KEY_OUT_DISP_MOMENT_CAPACITY, TYPE_TEXTBOX, - round(self.section.moment_capacity / 1000000, 2) if flag else '') - member_capacityoutput.append(t29) - t29 = (KEY_MEMBER_SHEAR_CAPACITY, KEY_OUT_DISP_SHEAR_CAPACITY, TYPE_TEXTBOX, - round(self.shear_capacity1 / 1000, 2) if flag else '') - member_capacityoutput.append(t29) - t29 = (KEY_MEMBER_AXIALCAPACITY, KEY_OUT_DISP_AXIAL_CAPACITY, TYPE_TEXTBOX, - round(self.axial_capacity/ 1000, 2) if flag else '') - member_capacityoutput.append(t29) - return member_capacityoutput - - def flange_bolt_capacity(self,flag): - flange_bolt_capacity =[] - - # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/beam_spacing_flange_bolted.png') - # flange_bolt_capacity.append(t99) - t16 = (KEY_FLANGE_BOLT_LINE, KEY_FLANGE_DISP_BOLT_LINE, TYPE_TEXTBOX, - (self.flange_plate.bolt_line) if flag else '') - flange_bolt_capacity.append(t16) - - t16 = (KEY_FLANGE_BOLTS_ONE_LINE, KEY_FLANGE_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, - (self.flange_plate.bolts_one_line) if flag else '') - flange_bolt_capacity.append(t16) - - t16 = (KEY_FLANGE_BOLTS_REQ, KEY_FLANGE_DISP_BOLTS_REQ, TYPE_TEXTBOX, - (self.flange_plate.bolts_required) if flag else '') - flange_bolt_capacity.append(t16) - - t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, - round(self.flange_bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) - flange_bolt_capacity.append(t11) - - bolt_bearing_capacity_disp = '' - if flag is True: - if self.flange_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - pass - else: - bolt_bearing_capacity_disp = self.flange_bolt.bolt_bearing_capacity - - t5 = ( - KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - flange_bolt_capacity.append(t5) - if self.flange_plate.beta_lj > 0: - self.flange_plate.beta_lj = round(self.flange_plate.beta_lj, 2) - else: - self.flange_plate.beta_lj = 1 - - t5 = (KEY_REDUCTION_LARGE_GRIP_FLANGE, KEY_DISP_REDUCTION_LARGE_GRIP_FLANGE, TYPE_TEXTBOX, - round(self.flange_plate.beta_lg, 2) if flag else '', True) - flange_bolt_capacity.append(t5) - t5 = (KEY_REDUCTION_FACTOR_LONG_FLANGE, KEY_DISP_REDUCTION_FACTOR_FLANGE, TYPE_TEXTBOX, - round(self.flange_plate.beta_lj, 2) if flag else '', True) - flange_bolt_capacity.append(t5) - t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, - round(self.flange_plate.bolt_capacity_red / 1000, 2) if flag else '', True) - flange_bolt_capacity.append(t13) - - t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, - round(self.flange_plate.bolt_force / 1000, 2) if flag else '', True) - flange_bolt_capacity.append(t14) - return flange_bolt_capacity - - - def web_bolt_capacity(self,flag): - web_bolt_capacity =[] - # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/beam_spacing_web_bolted.png') - # web_bolt_capacity.append(t99) - t16 = (KEY_WEB_BOLT_LINE, KEY_WEB_DISP_BOLT_LINE, TYPE_TEXTBOX, - (self.web_plate.bolt_line) if flag else '') - web_bolt_capacity.append(t16) - - - t16 = (KEY_WEB_BOLTS_ONE_LINE, KEY_WEB_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, - (self.web_plate.bolts_one_line) if flag else '') - web_bolt_capacity.append(t16) - - t16 = (KEY_WEB_BOLTS_REQ , KEY_WEB_DISP_BOLTS_REQ, TYPE_TEXTBOX, - (self.web_plate.bolts_required) if flag else '') - web_bolt_capacity.append(t16) - t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, - round(self.web_bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) - web_bolt_capacity.append(t11) - - webbolt_bearing_capacity_disp = '' - if flag is True: - if self.web_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - webbolt_bearing_capacity_disp = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) - pass - else: - webbolt_bearing_capacity_disp = self.web_bolt.bolt_bearing_capacity - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, webbolt_bearing_capacity_disp if flag else '', - True) - web_bolt_capacity.append(t5) - if self.web_plate.beta_lj > 0: - self.web_plate.beta_lj =round(self.web_plate.beta_lj, 2) - else: - self.web_plate.beta_lj = 1 - - - t5 = (KEY_REDUCTION_FACTOR_WEB, KEY_DISP_REDUCTION_FACTOR_WEB, TYPE_TEXTBOX, - round(self.web_plate.beta_lj, 2) if flag else '', True) - web_bolt_capacity.append(t5) - - t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, - round(self.web_plate.bolt_capacity_red / 1000, 2) if flag else '', True) - web_bolt_capacity.append(t13) - - t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, - round(self.web_plate.bolt_force / 1000, 2) if flag else '', True) - web_bolt_capacity.append(t14) - return web_bolt_capacity - def output_values(self, flag): - """ - Args: - for flange plate: - key height is assigned as width - key Length: length - for web plate: - key length is assigned as width - key height: height - Returns: - """ - - out_list = [] - t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) - out_list.append(t4) - t21 = ( - KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, ['Member Capacity', self.member_capacityoutput], - True) - out_list.append(t21) - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, - int(self.bolt.bolt_diameter_provided) if flag else '', True) - out_list.append(t2) - - t3 = (KEY_OUT_GRD_PROVIDED, KEY_DISP_GRD, TYPE_TEXTBOX, - self.bolt.bolt_grade_provided if flag else '', True) - out_list.append(t3) - - t8 = (None, DISP_TITLE_BOLT_CAPACITIES, TYPE_TITLE, None, True) - out_list.append(t8) - - t21 = (KEY_BOLT_CAPACITIES , DISP_TITLE_BOLT_CAPACITY_FLANGE, TYPE_OUT_BUTTON, ['Flange Bolt Capacity', self.flange_bolt_capacity], True) - out_list.append(t21) - t21 = (KEY_BOLT_CAPACITIES_WEB, DISP_TITLE_BOLT_CAPACITY_WEB, TYPE_OUT_BUTTON, - ['Web Bolt Capacity', self.web_bolt_capacity], True) - out_list.append(t21) - # t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) - # out_list.append(t4) - - - t4 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True) - out_list.append(t4) - - t5 = (KEY_WEB_PLATE_HEIGHT, KEY_DISP_WEB_PLATE_HEIGHT, TYPE_TEXTBOX, - self.web_plate.height if flag else '', True) - out_list.append(t5) - - t6 = (KEY_WEB_PLATE_LENGTH, KEY_DISP_WEB_PLATE_LENGTH, TYPE_TEXTBOX, - self.web_plate.length if flag else '', True) - out_list.append(t6) - - t7 = (KEY_OUT_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, TYPE_TEXTBOX, - self.web_plate.thickness_provided if flag else '', True) - out_list.append(t7) - - t21 = (KEY_WEB_SPACING, KEY_DISP_WEB_SPACING, TYPE_OUT_BUTTON, ['Web Spacing Details', self.webspacing], True) - out_list.append(t21) - - t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, ['Web Capacity', self.webcapacity], True) - out_list.append(t21) - - t17 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True) - out_list.append(t17) - t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_OUTER, TYPE_TITLE, None, True) - out_list.append(t17) - t18 = (KEY_FLANGE_PLATE_HEIGHT, KEY_DISP_FLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, - self.flange_plate.height if flag else '', True) - out_list.append(t18) - - t19 = ( KEY_FLANGE_PLATE_LENGTH, KEY_DISP_FLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_out_len if flag else '', True) - out_list.append(t19) - - t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - self.flange_out_plate_tk if flag else '', True) - out_list.append(t20) - t21 = (KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], True) - out_list.append(t21) - - t21 = (KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) - out_list.append(t21) - - - t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) - out_list.append(t17) - t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, - self.flange_plate.Innerheight if flag else '', False) - out_list.append(t18) - - t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_in_len if flag else '', False) - out_list.append(t19) - # if flag is True: - t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - self.flange_in_plate_tk if flag else '', False) - out_list.append(t20) - - - # t21 = (KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], - - # t21 = ( - # KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], - - # True) - # out_list.append(t21) - # - # t21 = ( - # KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) - # out_list.append(t21) - - # pass - # else: - # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) - # out_list.append(t17) - # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, - # self.flange_plate.Innerheight if flag else '', False) - # out_list.append(t18) - - # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - # self.flange_plate.Innerlength if flag else '', False) - # out_list.append(t19) - # - # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - # self.flange_plate.thickness_provided if flag else '', False) - # out_list.append(t20) - # - # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) - # out_list.append(t17) - # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, - # self.flange_plate.Innerheight if flag else '', False) - # out_list.append(t18) - # - # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - # self.flange_plate.Innerlength if flag else '', False) - # out_list.append(t19) - # - # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - # self.flange_plate.thickness_provided if flag else '', False) - # out_list.append(t20) - - - - - - - - - - # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, True) - # out_list.append(t17) - # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, - # self.flange_plate.Innerheight if flag else '',True) - # out_list.append(t18) - # - # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - # self.flange_plate.Innerlength if flag else '',True) - # out_list.append(t19) - # - # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - # self.flange_plate.thickness_provided if flag else '',True) - # out_list.append(t20) - - - return out_list - - def warn_text(self): - - """ - Function to give logger warning when any old value is selected from Column and Beams table. - """ - - # @author Arsil Zunzunia - global logger - red_list = red_list_function() - if self.section.designation in red_list or self.section.designation in red_list: - logger.warning( - " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( - " : You are using a section (in red color) that is not available in latest version of IS 808") - - - def module_name(self): - return KEY_DISP_BEAMCOVERPLATE - - def set_input_values(self, design_dictionary): - super(BeamCoverPlate, self).set_input_values(self, design_dictionary) - - self.module = design_dictionary[KEY_MODULE] - # self.connectivity = design_dictionary[KEY_CONN] - self.preference = design_dictionary[KEY_FLANGEPLATE_PREFERENCES] - self.material = design_dictionary[KEY_MATERIAL] - - self.section = Beam(designation=design_dictionary[KEY_SECSIZE], - material_grade=design_dictionary[KEY_SEC_MATERIAL]) - print("anjali",design_dictionary[KEY_DP_DETAILING_EDGE_TYPE]) - self.web_bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], - bolt_type=design_dictionary[KEY_TYP], - bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], - edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], - mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], - corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], - bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) - - - self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], - bolt_type=design_dictionary[KEY_TYP], - bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], - edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], - mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], - corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], - bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) - self.flange_bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], - bolt_type=design_dictionary[KEY_TYP], - bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], - edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], - mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], - corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], - bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) - - self.flange_plate = Plate(thickness=design_dictionary.get(KEY_FLANGEPLATE_THICKNESS, None), - material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], - gap=design_dictionary[KEY_DP_DETAILING_GAP]) - - - self.web_plate = Plate(thickness=design_dictionary.get(KEY_WEBPLATE_THICKNESS, None), - material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], - gap=design_dictionary[KEY_DP_DETAILING_GAP]) - - # self.flange_check_thk =[] - # self.web_check_thk = [] - # self.previous_thk_flange =[] - # self.previous_thk_web =[] - self.member_capacity_status = False - self.initial_pt_thk_status = False - self.initial_pt_thk_status_web = False - self.webheight_status = False - self.select_bolt_dia_status = False - self.get_plate_details_status = False - self.flange_check_axial_status = False - self.flange_plate_check_status = False - self.web_axial_check_status = False - self.web_plate_axial_check_status = False - self.web_shear_plate_check_status = False - self.warn_text(self) - self.member_capacity(self) - #self.hard_values(self) - def hard_values(self): - # Select Selection WPB 240* 240 * 60.3 (inside Ouside)- material E 250 fe 450A bearing - #flange bolt - self.load.moment = 8.318420#kN - self.factored_axial_load= 481.745#KN - self.load.shear_force =111.906 # kN - self.flange_bolt.bolt_type = "Bearing Bolt" - # self.flange_bolt.bolt_hole_type = bolt_hole_type - # self.flange_bolt.edge_type = edge_type - # self.flange_bolt.mu_f = float(mu_f) - self.flange_bolt.connecting_plates_tk = None - - self.flange_bolt.bolt_grade_provided = 3.6 - self.flange_bolt.bolt_diameter_provided = 24 - self.flange_bolt.dia_hole =26 - # self.flange_bolt.bolt_shear_capacity = 56580.32638058333 - # self.flange_bolt.bolt_bearing_capacity = 118287.48484848486 - # self.flange_bolt.bolt_capacity = 56580.32638058333 - - - - - # web bolt - self.web_bolt.bolt_type = "Bearing Bolt" - # self.web_bolt.bolt_hole_type = bolt_hole_type - # self.web_bolt.edge_type = edge_type - # self.web_bolt.mu_f = float(mu_f) - self.web_bolt.connecting_plates_tk = None - - self.web_bolt.bolt_grade_provided = 3.6 - self.web_bolt.bolt_diameter_provided = 24 - self.web_bolt.dia_hole = 26 - # self.web_bolt.bolt_shear_capacity = 56580.32638058333 - # self.web_bolt.bolt_bearing_capacity = 69923.63636363638 - # self.web_bolt.bolt_capacity = 69923.63636363638 - # self.web_bolt.min_edge_dist_round = 33 - # self.web_bolt.min_end_dist_round = 33 - # self.web_bolt.min_gauge_round = 50 - #anjali jatav - # self.web_bolt.min_pitch_round = 50 - - # self.web_bolt.max_edge_dist_round = 150 - # self.web_bolt.max_end_dist_round = 150 - # self.web_bolt.max_spacing_round = 300.0 - - # self.web_bolt.bolt_shank_area = 0.0 - # self.web_bolt.bolt_net_area = 0.0 - - - - #flange plate - self.flange_plate.thickness_provided =6 - self.flange_plate.height = 240 - self.flange_plate.length= 310 - self.flange_plate.bolt_line = 4 - self.flange_plate.bolts_one_line =2 - self.flange_plate.bolts_required= 8 - # self.flange_plate.bolt_capacity_red = 56580.32638058333 - # self.flange_plate.bolt_force = 29359.584393928224 - # self.flange_plate.moment_demand= 0 - self.flange_plate.pitch_provided = 60 - self.flange_plate.gauge_provided = 0.0 - self.flange_plate.edge_dist_provided = 45 - self.flange_plate.end_dist_provided= 45 - - # web plate - self.web_plate.thickness_provided = 8 - self.web_plate.height =200 - self.web_plate.length =310 - self.web_plate.bolt_line = 4 - self.web_plate.bolts_one_line = 2 - self.web_plate.bolts_required = 8 - self.web_plate.pitch_provided = 60 - self.web_plate.gauge_provided = 110 - self.web_plate.edge_dist_provided = 45 - self.web_plate.end_dist_provided = 45 - # Inner Flange plate - self.flange_plate.thickness_provided = 6 - self.flange_plate.Innerheight = 114.15 - self.flange_plate.Innerlength =310 - self.flange_plate.gap = 10 - self.web_plate.gap = 10 - - self.flange_plate.midgauge = 101.7 - self.web_plate.midpitch = 100 - self.flange_plate.midpitch=100 - # self.web_plate.moment_capacity = 0 - self.design_status = True - - def member_capacity(self): - """ - Axial capacity: [Ref: cl.10.7 IS 800:2007] - Moment capacity: [Ref: cl.10.7. IS 800:2007] - Shear capacity: [Ref: cl.8.4 IS 800:2007] - Limit width thickness ratio: [Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007] - Returns: - - """ - self.member_capacity_status = False - if self.section.type == "Rolled": - length = self.section.depth - else: - length = self.section.depth - ( - 2 * self.section.flange_thickness) # -(2*self.supported_section.root_radius) - gamma_m0 = 1.1 - - ############################# Axial Capacity N ############################ - self.axial_capacity = round((self.section.area * self.section.fy) / gamma_m0, 2) # N - self.axial_load_sec_class = round(max(min(self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N - - # print("self.factored_axial_load", self.factored_axial_load) - - ############################# Shear Capacity # N############################ - # TODO: Review by anjali. limit shear capacity to 0.6 times - - self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * - self.section.web_thickness * self.section.fy * 0.6) / ( - math.sqrt(3) * gamma_m0), - 2) # N # A_v: Total cross sectional area in shear in mm^2 (float) - # TODO: check with sourabh if minimum shear load is min(0.15Vd,40kN) - self.shear_load1 = min(0.15 * self.shear_capacity1 / 0.6, 40000.0) # N - # print('shear_force', self.load.shear_force) - - # ############################################################# - # TODO: to be reviewed by anjali. web section modulus is renamed as Z_wp,Z_we instead of Z_p,Z_e - self.Z_wp = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) # mm3 - self.Z_we = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) # mm3 - - # TODO: To be reviewed by anjali. section modulus is saved in Z_p,Z_e - self.Z_p = self.section.plast_sec_mod_z - self.Z_e = self.section.elast_sec_mod_z - - if self.section.type == "Rolled": - self.limitwidththkratio_flange = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, - column_t_w=self.section.web_thickness, - D=self.section.depth, - column_b=self.section.flange_width, - column_fy=self.section.fy, - factored_axial_force=self.axial_load_sec_class, - column_area=self.section.area, - compression_element="External", - section="Rolled") - else: - pass - - if self.section.type2 == "generally": - self.limitwidththkratio_web = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, - column_t_w=self.section.web_thickness, - D=self.section.depth, - column_b=self.section.flange_width, - column_fy=self.section.fy, - factored_axial_force=self.axial_load_sec_class, - column_area=self.section.area, - compression_element="Web of an I-H", - section="generally") - else: - pass - - self.class_of_section = int(max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) - # TODO:Review by anjali. initally Z_w = Z_p and Z_e now changed to Z_wp and Z_we - if self.class_of_section == 1 or self.class_of_section == 2: - self.Z_w = self.Z_wp - elif self.class_of_section == 3: - self.Z_w = self.Z_we - - if self.class_of_section == 1 or self.class_of_section == 2: - self.beta_b = 1 - elif self.class_of_section == 3: - self.beta_b = self.Z_e / self.Z_p - ############################ moment_capacty ############################ - - self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, - fy=self.section.fy) # N-mm # for section - - self.section.moment_d_deformation_criteria(fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) - self.Pmc = self.section.plastic_moment_capactiy # N-mm - self.Mdc = self.section.moment_d_def_criteria # N-mm - self.section.moment_capacity = round( - min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) # N-mm - ############################################################################### - # Todo:Interaction Ratio - ############################################################################## - self.IR_axial = round(self.load.axial_force * 1000 / self.axial_capacity,4) - self.IR_shear = round(self.load.shear_force * 1000 / self.shear_capacity1,4) - self.IR_moment = round(self.load.moment * 1000000 / self.section.moment_capacity,4) - self.sum_IR = round(self.IR_axial + self.IR_moment,4) - if self.IR_axial < 0.3 and self.IR_moment < 0.5: - self.min_axial_load = 0.3 * self.axial_capacity - self.load_moment_min = 0.5 * self.section.moment_capacity - logger.info("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") - - elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: - - if (0.5 - self.IR_moment) < (1 - self.sum_IR): - self.load_moment_min = 0.5 * self.section.moment_capacity - else: - self.load_moment_min = self.load.moment * 1000000 + ( - (1 - self.sum_IR) * self.section.moment_capacity) - self.min_axial_load = self.load.axial_force * 1000 - logger.info("The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of bending moment is set at {} kNm.".format(round(self.load_moment_min / 1000000, 2))) - - elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: - - if (0.3 - self.IR_axial) < (1 - self.sum_IR): - self.min_axial_load = 0.3 * self.axial_capacity - else: - self.min_axial_load = self.load.axial_force * 1000 + ((1 - self.sum_IR) * self.axial_capacity) - self.load_moment_min = self.load.moment * 1000000 - logger.info("The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of axial force is set at {} kN.".format(round(self.min_axial_load / 1000, 2))) - else: - self.min_axial_load = self.load.axial_force * 1000 - self.load_moment_min = self.load.moment * 1000000 - - #################### - """ - Load Considered - """ - ################# - self.load_moment = round(max(self.load_moment_min, self.load.moment * 1000000), 2) # N - self.factored_axial_load = round(max(self.load.axial_force * 1000, self.min_axial_load), 2) # N - self.fact_shear_load = round(max(self.shear_load1, self.load.shear_force * 1000), 2) # N - - self.moment_web = round((self.Z_w * self.load_moment / (self.section.plast_sec_mod_z)), - 2) # Nm todo add in ddcl # z_w of web & z_p of section - self.moment_flange = round(((self.load_moment) - self.moment_web), 2) - self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) # N - self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( - self.section.area) # N - self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( - self.axial_force_f)) - - ########################################################### - if self.factored_axial_load > self.axial_capacity: - logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( - round(self.axial_capacity / 1000, 2))) - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - self.member_capacity_status = False - else: - if self.fact_shear_load > self.shear_capacity1: - logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( - round(self.shear_capacity1 / 1000, 2))) - logger.error(" : Design of members in high shear is not recommended by Osdag. Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - self.member_capacity_status = False - else: - if self.load_moment > self.section.moment_capacity: - self.member_capacity_status = False - logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( - round(self.section.moment_capacity / 1000000), 2)) - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.member_capacity_status = True - self.initial_pt_thk(self) - - ############################################################# - - def initial_pt_thk(self, previous_thk_flange= None,previous_thk_web = None): - - ############################### WEB MENBER CAPACITY CHECK ############################ - ###### # capacity Check for web in axial = yielding - - if (previous_thk_flange) == None: - pass - else: - # for i in previous_thk_flange: - if previous_thk_flange in self.flange_plate.thickness: - self.flange_plate.thickness.remove(previous_thk_flange) - else: - pass - - if (previous_thk_web) == None: - pass - else: - if previous_thk_web in self.web_plate.thickness: - self.web_plate.thickness.remove(previous_thk_web) - else: - pass - - - # - # if (previous_thk_flange) == None: - # pass - # else: - # for i in previous_thk_flange: - # if i in self.flange_plate.thickness: - # self.flange_plate.thickness.remove(i) - # else: - # pass - # - # if (previous_thk_web) == None: - # pass - # else: - # for i in previous_thk_web: - # if i in self.web_plate.thickness: - # self.web_plate.thickness.remove(i) - # else: - # pass - print("thickness_previous_list_flange", previous_thk_flange) - print("thickness_previous_list_web",previous_thk_web) - print("thicknesslist",self.web_plate.thickness) - print("thicknesslist", self.flange_plate.thickness) - self.initial_pt_thk_status = False - self.initial_pt_thk_status_web =False - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness - self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section(A_v=A_v_web,fy=self.section.fy) - if self.section.tension_yielding_capacity_web> self.axial_force_w: - - ################################# FLANGE MEMBER CAPACITY CHECK############################## - A_v_flange = self.section.flange_thickness * self.section.flange_width - self.section.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section(A_v=A_v_flange,fy=self.section.fy) - if self.section.tension_yielding_capacity > self.flange_force: - self.web_plate_thickness_possible = [i for i in self.web_plate.thickness if i >= (self.section.web_thickness / 2)] - if self.preference == "Outside": - self.flange_plate_thickness_possible = [i for i in self.flange_plate.thickness if i >= self.section.flange_thickness] - else: - self.flange_plate_thickness_possible = [i for i in self.flange_plate.thickness if i >= (self.section.flange_thickness / 2)] - if len(self.flange_plate_thickness_possible) == 0: - logger.error(" : The flange plate thickness is less than the flange thickness of the section.") - logger.warning(" : The flange plate thickness should be greater than the thickness of the flange of the section, i.e. {} mm." - .format( self.section.flange_thickness)) - self.initial_pt_thk_status =False - self.design_status = False - else: - self.flange_plate.thickness_provided = self.min_thick_based_on_area(self, tk=self.section.flange_thickness, - width=self.section.flange_width, - list_of_pt_tk=self.flange_plate_thickness_possible, - t_w=self.section.web_thickness, - r_1=self.section.root_radius, - D=self.section.depth, - preference=self.preference) - self.flange_plate.connect_to_database_to_get_fy_fu(self.flange_plate.material,self.flange_plate.thickness_provided) - if self.flange_plate.thickness_provided != 0: - if self.preference =="Outside": - if self.outerwidth < 50: - logger.error(" : The outer height of the flange plate is less than 50 mm.") - logger.info(" : Select a wider section.") - self.initial_pt_thk_status = False - self.design_status = False - - else: - if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.error(" : The area of the flange plate is less than the area of the flange.") - logger.warning(" : The area of the flange plate should be greater than 1.05 times the area of the flange, i.e. " - "{} mm2.".format(round(self.Ap, 2))) - logger.info(" : Increase the thickness of the plate.") - self.initial_pt_thk_status = False - self.design_status = False - else: - self.initial_pt_thk_status = True - pass - else: - if self.outerwidth < 50 or self.innerwidth < 50: - logger.error(" : The height of the flange plates is less than 50 mm.") - logger.info(" : Select a wider section.") - self.initial_pt_thk_status = False - self.design_status = False - else: - if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.error(" : The area of flange plates is less than the area of the flange.") - logger.warning(" : The area of flange plates should be greater than 1.05 times the area of the flange, i.e. {} " - "mm2.".format(round(self.Ap, 2))) - logger.info(" : Increase the thickness of the flange plate.") - self.initial_pt_thk_status = False - self.design_status = False - else: - self.initial_pt_thk_status = True - pass - else: - self.initial_pt_thk_status = False - self.design_status = False - logger.error(" : Provided flange plate thickness is not sufficient.") - - self.initial_pt_thk_status_web = False - # self.webheight_status = False - if len(self.web_plate_thickness_possible) == 0: - logger.error(" : The web plate thickness is less than the web thickness of the section.") - logger.warning(" : The web plate thickness should be greater than the thickness of web of the section, i.e. {} mm." - .format( self.section.web_thickness)) - self.initial_pt_thk_status_web = False - self.design_status = False - else: - - self.web_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, - width=self.section.flange_width, - list_of_pt_tk=self.web_plate_thickness_possible, - t_w=self.section.web_thickness, - r_1=self.section.root_radius, D=self.section.depth, - preference=None,fp_thk =self.flange_plate.thickness_provided ) - self.web_plate.connect_to_database_to_get_fy_fu(self.web_plate.material, - self.web_plate.thickness_provided) - if self.web_plate.thickness_provided != 0: - if self.preference == "Outside": - if self.webplatewidth < self.min_web_plate_height: - self.webheight_status = False - self.design_status = False - logger.error(" : Web plate error!") - logger.warning(" : The height of the web plate ({} mm) is less than the minimum depth of the plate, i.e. {} mm" - .format(self.webplatewidth, self.min_web_plate_height)) - logger.warning("Try a deeper section") - else: - self.webheight_status = True - if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.error(" : Area of web plates is less than the area of the web.") - logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." - .format(round(self.Wp, 2))) - logger.info(" : Increase the thickness of the web plate.") - self.initial_pt_thk_status_web = False - self.design_status = False - else: - self.initial_pt_thk_status_web = True - # self.webheight_status = True - pass - else: - if self.webplatewidth < self.min_web_plate_height: - self.webheight_status = False - self.design_status = False - logger.error(" : Inner plate error!") - logger.warning(" : Decrease the thickness of the inner flange plate or try a wider/deeper section.") - - else: - self.webheight_status = True - if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.error(" : Area of web plates is less than the area of the web.") - logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." - .format(round(self.Wp, 2))) - logger.info(" : Increase the thickness of the web plate.") - self.initial_pt_thk_status_web = False - self.design_status = False - else: - self.initial_pt_thk_status_web = True - pass - else: - self.initial_pt_thk_status_web = False - logger.error(" : Provided flange plate thickness is not sufficient.") - - if len(self.flange_plate_thickness_possible) == 0: - if len(self.flange_plate.thickness) >= 2: - self.max_thick_f = max(self.flange_plate.thickness) - else: - self.max_thick_f = self.flange_plate.thickness[0] - else: - # if self.flange_plate.thickness_provided ==0: - # if len(self.flange_plate.thickness) >= 2: - # self.max_thick_f = max(self.flange_plate.thickness) - # else: - # self.max_thick_f = self.flange_plate.thickness[0] - # else: - self.max_thick_f = self.flange_plate.thickness_provided - - if len(self.web_plate_thickness_possible) == 0: - if len(self.web_plate.thickness) >= 2: - self.max_thick_w = max(self.web_plate.thickness) - else: - self.max_thick_w = self.web_plate.thickness[0] - else: - # if self.web_plate.thickness_provided == 0: - # if len(self.web_plate.thickness) >= 2: - # self.max_thick_w = max(self.web_plate.thickness) - # else: - # self.max_thick_w = self.web_plate.thickness[0] - # else: - self.max_thick_w = self.web_plate.thickness_provided - - if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.webheight_status == True: - self.design_status = True - self.select_bolt_dia(self) - else: - self.initial_pt_thk_status = False and self.initial_pt_thk_status_web == False and self.webheight_status == False - self.design_status = False - # logger.warning(" : Plate is not possible") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - else: - self.initial_pt_thk_status = False - self.design_status = False - logger.warning(" : The tension capacity of the flange is less than the required flange force {} kN." - .format(round(self.flange_force/1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.initial_pt_thk_status_web = False - self.design_status = False - logger.warning( " : The tension capacity of the web is less than the required axial force, i.e. {} kN." - .format(round(self.axial_force_w/1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied axial load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - def select_bolt_dia(self): - - self.select_bolt_dia_status = False - self.min_plate_height = self.section.flange_width - self.max_plate_height = self.section.flange_width - - axial_force_f = self.factored_axial_load * self.section.flange_width * \ - self.section.flange_thickness / (self.section.area ) - - self.flange_force = ((( self.moment_flange) / (self.section.depth - self.section.flange_thickness)) +(axial_force_f)) - self.res_force = math.sqrt((self.fact_shear_load)** 2 + ( self.factored_axial_load ) ** 2) #N - bolts_required_previous_1 = 2 - bolts_required_previous_2 = 2 - bolt_diameter_previous = self.bolt.bolt_diameter[-1] - - self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] - count_1 = 0 - count_2 = 0 - bolts_one_line = 1 - ###### for flange plate thickness#### - self.bolt_conn_plates_t_fu_fy = [] - if self.preference == "Outside": - self.bolt_conn_plates_t_fu_fy.append((self.flange_plate.thickness_provided, self.flange_plate.fu, self.flange_plate.fy)) - self.bolt_conn_plates_t_fu_fy.append( - (self.section.flange_thickness, self.section.fu, self.section.fy)) - else: - self.bolt_conn_plates_t_fu_fy.append( - (2*self.flange_plate.thickness_provided, self.flange_plate.fu, self.flange_plate.fy)) - self.bolt_conn_plates_t_fu_fy.append( - (self.section.flange_thickness, self.section.fu, self.section.fy)) - - ##### for web plate thickness###### - self.bolt_conn_plates_web_t_fu_fy = [] - self.bolt_conn_plates_web_t_fu_fy.append( - ( 2*self.web_plate.thickness_provided, self.web_plate.fu, self.web_plate.fy)) - self.bolt_conn_plates_web_t_fu_fy.append( - (self.section.web_thickness, self.section.fu, self.section.fy)) - - # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS - # FOR FLANGE - if self.preference == "Outside": - self.t_sum1 = self.flange_plate.thickness_provided + self.section.flange_thickness - else: - self.t_sum1 = (2 * self.flange_plate.thickness_provided) + self.section.flange_thickness - - # FOR WEB - self.t_sum2 = (2 * self.web_plate.thickness_provided) + self.section.web_thickness - self.t_sum_max = max(self.t_sum1,self.t_sum2) - self.large_grip_status = False - self.bolt.bolt_diameter_possible = [] - for d in self.bolt.bolt_diameter: - if 8 * d >= self.t_sum_max: - self.bolt.bolt_diameter_possible.append(d) - else: - pass - - print("bolt dia ", d, " mm available bolt list ", - self.bolt.bolt_diameter_possible, " mm") - - if len(self.bolt.bolt_diameter_possible) ==0: - self.large_grip_status = False - self.design_status = False - logger.error(" : The thickness of the connected plates should not be greater than 8 times the bolt diameter.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - else: - self.large_grip_status = True - bolt_design_status_1 = False - bolt_design_status_2= False - for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter_possible): - - self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - print(self.flange_bolt.min_edge_dist, self.flange_bolt.edge_type) - - if self.preference == "Outside": - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - else: - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=2) - - self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy= self.bolt_conn_plates_web_t_fu_fy) - - self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy= self.bolt_conn_plates_web_t_fu_fy, - n_planes=2) - - self.flange_plate.get_flange_plate_details(bolt_dia=self.flange_bolt.bolt_diameter_provided, - flange_plate_h_min=self.min_plate_height, - flange_plate_h_max=self.max_plate_height, - bolt_capacity=self.flange_bolt.bolt_capacity, - min_edge_dist=self.flange_bolt.min_edge_dist_round, - min_gauge=self.flange_bolt.min_gauge_round, - max_spacing=self.flange_bolt.max_spacing_round, - max_edge_dist=self.flange_bolt.max_edge_dist_round, - axial_load=self.flange_force, gap=self.flange_plate.gap/2, - web_thickness =self.section.web_thickness, - root_radius= self.section.root_radius,joint = "half") - # if self.preference == "Outside": - # plate_quantity = 1 - # else: - # plate_quantity = 2 - # self.flange_plate.length_grip_bolt_cap_red(plate_quantity=plate_quantity, - # parent_tk =self.section.flange_thickness, - # plate_tk=self.flange_plate.thickness_provided, - # diameter = self.flange_bolt.bolt_diameter_provided, - # bolt_capacity = self.flange_plate.bolt_capacity_red, - # vres = self.flange_plate.bolt_force) - - - self.min_web_plate_height = round(self.section.min_plate_height() ,2) - if self.preference == "Outside": - self.max_web_plate_height = self.section.max_plate_height() - else: - self.max_web_plate_height = self.section.depth - 2 * self.section.flange_thickness - (2 * self.webclearance) - - self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * - self.section.web_thickness * - self.factored_axial_load) / (self.section.area ) - - self.web_plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, - web_plate_h_min=self.min_web_plate_height, - web_plate_h_max=self.max_web_plate_height, - bolt_capacity=self.web_bolt.bolt_capacity, - min_edge_dist=self.web_bolt.min_edge_dist_round, - min_gauge=self.web_bolt.min_gauge_round, - max_spacing=self.web_bolt.max_spacing_round, - max_edge_dist=self.web_bolt.max_edge_dist_round - ,shear_load=self.fact_shear_load , - axial_load=self.axial_force_w, - web_moment = self.moment_web, - gap=(self.web_plate.gap/2), shear_ecc=True,joint = "half") - # plate_quantity =2 - # self.web_plate.length_grip_bolt_cap_red(plate_quantity=plate_quantity, - # parent_tk=self.section.web_thickness, - # plate_tk=self.web_plate.thickness_provided, - # diameter=self.web_bolt.bolt_diameter_provided, - # bolt_capacity=self.web_plate.bolt_capacity_red, - # vres=self.web_plate.bolt_force) - - if self.flange_plate.design_status is True and self.web_plate.design_status is True: - if self.flange_plate.bolts_required > bolts_required_previous_1 and count_1 >= 1: - self.bolt.bolt_diameter_provided = bolt_diameter_previous - self.flange_plate.bolts_required = bolts_required_previous_1 - self.flange_plate.bolt_force = bolt_force_previous_1 - bolt_design_status_1 = self.flange_plate.design_status - break - bolts_required_previous_1 = self.flange_plate.bolts_required - bolt_diameter_previous = self.bolt.bolt_diameter_provided - bolt_force_previous_1 = self.flange_plate.bolt_force - count_1 += 1 - bolt_design_status_1 = self.flange_plate.design_status - - if self.web_plate.bolts_required > bolts_required_previous_2 and count_2 >= 1: - self.bolt.bolt_diameter_provided = bolt_diameter_previous - self.web_plate.bolts_required = bolts_required_previous_2 - self.web_plate.bolt_force = bolt_force_previous_2 - bolt_design_status_2 = self.web_plate.design_status - break - bolts_required_previous_2 = self.web_plate.bolts_required - bolt_diameter_previous = self.bolt.bolt_diameter_provided - bolt_force_previous_2 = self.web_plate.bolt_force - count_2 += 1 - bolt_design_status_2 = self.web_plate.design_status - - bolt_capacity_req = self.bolt.bolt_capacity - - if (self.flange_plate.design_status == False and bolt_design_status_1 != True ) or (self.web_plate.design_status == False and bolt_design_status_2 != True ): - self.design_status = False - else: - self.bolt.bolt_diameter_provided = bolt_diameter_previous - self.flange_plate.bolts_required = bolts_required_previous_1 - self.flange_plate.bolt_force = bolt_force_previous_1 - self.web_plate.bolts_required = bolts_required_previous_2 - self.web_plate.bolt_force = bolt_force_previous_2 - - if bolt_design_status_1 is True and bolt_design_status_2 is True : - self.flange_plate.spacing_status =True - self.web_plate.spacing_status = True - self.design_status = True - self.select_bolt_dia_status = True - self.get_bolt_grade(self) - else: - if self.flange_plate.spacing_status == False: - logger.error(" : Bolted connection is not possible at the flange due to the spacing requirements.") - if self.web_plate.spacing_status == False: - logger.error(" : Bolt connection is not possible at the web due to the spacing requirements.") - self.design_status = False - logger.error(" : Bolted design is not possible.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - # else: - # self.large_grip_status = False - # self.design_status = False - # logger.error(" : Connected plate thickness should not be greater than 8 times diameter") - # logger.error(" : Design is not safe. \n ") - # logger.info(" :=========End Of design===========") - def get_bolt_grade(self): - print(self.design_status, "Getting bolt grade") - bolt_grade_previous = self.bolt.bolt_grade[-1] - self.select_bolt_dia_status = False - grade_status = False - for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): - count = 1 - self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - - if self.preference == "Outside": - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - else: - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=2) - - self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy) - - self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, - n_planes=2) - - print(self.bolt.bolt_grade_provided, self.bolt.bolt_capacity, self.flange_plate.bolt_force) - - bolt_capacity_reduced_flange = self.flange_plate.get_bolt_red(self.flange_plate.bolts_one_line, - self.flange_plate.gauge_provided,self.web_plate.bolt_line,self.web_plate.pitch_provided, - self.flange_bolt.bolt_capacity, - self.bolt.bolt_diameter_provided) - bolt_capacity_reduced_web = self.web_plate.get_bolt_red(self.web_plate.bolts_one_line, - self.web_plate.gauge_provided,self.web_plate.bolt_line,self.web_plate.pitch_provided, - self.web_bolt.bolt_capacity, - self.bolt.bolt_diameter_provided) - if ( bolt_capacity_reduced_flange < self.flange_plate.bolt_force) and (bolt_capacity_reduced_web < self.web_plate.bolt_force) and (count >= 1): - self.bolt.bolt_grade_provided = bolt_grade_previous - grade_status = True - break - bolt_grade_previous = self.bolt.bolt_grade_provided - grade_status = True - count += 1 - - if grade_status == False: - self.select_bolt_dia_status = False - self.design_status = False - - else: - self.bolt.bolt_grade_provided = bolt_grade_previous - self.select_bolt_dia_status = True - self.get_plate_details(self) - - - def get_plate_details(self): - self.get_plate_details_status = False - self.min_plate_height = self.section.flange_width - self.max_plate_height = self.section.flange_width - - axial_force_f = self.factored_axial_load * self.section.flange_width * \ - self.section.flange_thickness / (self.section.area) - - self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + - (axial_force_f)) - self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - - if self.preference == "Outside": - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - else: - self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=2) - - self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy) - - self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, - n_planes=2) - - self.flange_plate.get_flange_plate_details(bolt_dia=self.flange_bolt.bolt_diameter_provided, - flange_plate_h_min=self.min_plate_height, - flange_plate_h_max=self.max_plate_height, - bolt_capacity=self.flange_bolt.bolt_capacity, - min_edge_dist=self.flange_bolt.min_edge_dist_round, - min_gauge=self.flange_bolt.min_gauge_round, - max_spacing=self.flange_bolt.max_spacing_round, - max_edge_dist=self.flange_bolt.max_edge_dist_round, - axial_load=self.flange_force,gap=self.flange_plate.gap/2, - web_thickness=self.section.web_thickness, - root_radius=self.section.root_radius,joint = "half") - - self.min_web_plate_height = round(self.section.min_plate_height() ,2) - if self.preference == "Outside": - self.max_web_plate_height = self.section.max_plate_height() - else: - self.max_web_plate_height = self.section.depth - 2 * self.section.flange_thickness - (2 * self.webclearance) - axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * - self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) - if self.preference =="Outside + Inside": - self.flange_plate.Innerheight = round_down(((self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2), 5) - else: - self.flange_plate.Innerheight =0 - - self.web_plate.get_web_plate_details(bolt_dia=self.web_bolt.bolt_diameter_provided, - web_plate_h_min=self.min_web_plate_height, - web_plate_h_max=self.max_web_plate_height, - bolt_capacity=self.web_bolt.bolt_capacity, - min_edge_dist=self.web_bolt.min_edge_dist_round, - min_gauge=self.web_bolt.min_gauge_round, - max_spacing=self.web_bolt.max_spacing_round, - max_edge_dist=self.web_bolt.max_edge_dist_round - , shear_load=self.fact_shear_load, axial_load=self.axial_force_w,web_moment = self.moment_web, - - gap=(self.web_plate.gap/2), shear_ecc=True,joint = "half") - - - - - # if self.web_plate.thickness_provided > (self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): - # logger.error("erertetre") - # self.design_status = False - # else: - # self.design_status = True - # possible_inner_plate = self.section.flange_width / 2 - self.section.web_thickness / 2 - self.section.root_radius - # self.flange_plate.edge_dist_provided = (possible_inner_plate- (self.flange_plate.gauge_provided * - # ((self.flange_plate.bolts_one_line/2) -1)))/2 - # - # self.web_spacing_status = True - if self.flange_plate.design_status is False or self.web_plate.design_status is False : - self.design_status = False - self.get_plate_details_status = False - logger.error(" : Bolted connection is not possible.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - if self.preference == "Outside": - self.design_status = True - self.get_plate_details_status = True - self.flange_check_axial(self) - - else: - self.max_possible_tk = int(self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) - if self.web_plate.thickness_provided >= ( - self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): - self.design_status = False - logger.error(" : The maximum allowable web plate thickness exceeded.") - logger.warning( - " : The maximum web plate thickness should not be greater than {} mm, to avoid fouling between the plates.".format( - self.max_possible_tk)) - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.design_status = True - self.get_plate_details_status = True - self.flange_check_axial(self) - - # self.max_possible_tk = int(self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) - # if self.web_plate.thickness_provided >= (self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): - # self.design_status = False - # logger.error(" : Maximum web plate thickness exceeded. ") - # logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates" .format(self.max_possible_tk)) - # logger.error(" : Design is not safe. \n ") - # logger.info(" :=========End Of design===========") - # else: - # self.design_status = True - # self.get_plate_details_status = True - # self.flange_check_axial(self) - - - ################################################################ - ################################################################## - def flange_check_axial(self): - ###### # capacity Check for flange = min(block, yielding, rupture) - #### Block shear capacity of flange ### #todo comment out - self.flange_check_axial_status = False - axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( - self.section.area) - self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( - axial_force_f)) - - A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ - self.section.flange_thickness - A_v_flange = self.section.flange_thickness * self.flange_plate.height - - self.section.tension_yielding_capacity= self.tension_member_design_due_to_yielding_of_gross_section( - A_v=A_v_flange, - fy=self.section.fy) - - self.section.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( - A_vn=A_vn_flange, - fu=self.section.fu) - # Block shear strength for flange - design_status_block_shear = False - edge_dist = self.flange_plate.edge_dist_provided - end_dist = self.flange_plate.end_dist_provided - gauge = self.flange_plate.gauge_provided - pitch = self.flange_plate.pitch_provided - - while design_status_block_shear == False: - - Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.section.flange_thickness - Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * - self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * - self.flange_bolt.dia_hole) * self.section.flange_thickness - Atg = 2 * (( self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + - self.flange_plate.edge_dist_provided) * self.section.flange_thickness - - Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + - self.flange_plate.edge_dist_provided) * \ - self.section.flange_thickness - - self.section.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, - A_tn=Atn, - f_u=self.section.fu, - f_y=self.section.fy) - - if self.section.block_shear_capacity < self.flange_force: - if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.flange_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - else: - break - else: - design_status_block_shear = True - break - - if design_status_block_shear is True: - break - if design_status_block_shear is True: - self.section.tension_capacity_flange = min(self.section.tension_yielding_capacity, self.section.tension_rupture_capacity, - self.section.block_shear_capacity) - if self.section.tension_capacity_flange < self.flange_force: - self.design_status = False - self.flange_check_axial_status = False - logger.warning(": The tension capacity of the flange is less than the required flange force, i.e. {} kN." - .format( round(self.flange_force/1000 ,2))) - logger.info(": Select a larger beam section or decrease the applied load(s).") - logger.error(" : Design is not safe. \n ") - logger.info(" :=========End Of design===========") - else: - self.flange_check_axial_status = True - self.design_status = True - self.flange_plate_check(self) - else: - self.flange_check_axial_status = False - self.design_status = False - logger.warning(": The block shear capacity of the flange is less than the required flange force, i.e. {} kN." - .format( round(self.flange_force/1000 ,2))) - logger.info(": Select a larger beam section or decrease the applied load(s)") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - def flange_plate_check(self): - # capacity Check for flange_outside_plate =min(block, yielding, rupture) - ####Capacity of flange cover plate for bolted Outside # - self.flange_plate_check_status =False - self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / (self.section.area) - self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + self.axial_force_f) - - if self.preference == "Outside": - # Block shear strength for outside flange plate - design_status_block_shear = False - # available_flange_thickness = list([x for x in self.flange_plate.thickness if (self.flange_plate.thickness_provided <= x)]) - # for self.flange_plate.thickness_provided in available_flange_thickness: - - edge_dist = self.flange_plate.edge_dist_provided - end_dist = self.flange_plate.end_dist_provided - gauge = self.flange_plate.gauge_provided - pitch = self.flange_plate.pitch_provided - - A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ - self.flange_plate.thickness_provided - A_v_flange = self.flange_plate.thickness_provided * self.flange_plate.height - self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( - A_v=A_v_flange, - fy=self.flange_plate.fy) - - self.flange_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( - A_vn=A_vn_flange, - fu=self.flange_plate.fu) - - #### Block shear capacity of flange plate ### - while design_status_block_shear == False: -################################################################################################################## -#For C shape Block shear in Axial -################################################################################################################## - # Avg = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) * self.flange_plate.thickness_provided - # Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) - # * self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * - # self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided - # Atg = 2 * ((((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided) + ( - # self.flange_plate.edge_dist_provided + self.section.root_radius + self.section.web_thickness / 2)) - # * self.flange_plate.thickness_provided) - # Atn = 2 * (((((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided) - ( - # self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole)) + ( - # self.flange_plate.edge_dist_provided + self.section.root_radius + self.section.web_thickness / 2)) \ - # * self.flange_plate.thickness_provided -# -################################################################################################################## -#For Double L shape Block shear in Axial -################################################################################################################## - - Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided - Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * - self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * - self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided - Atg = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + - self.flange_plate.edge_dist_provided) * self.flange_plate.thickness_provided - - Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + - self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided - - self.flange_plate.block_shear_capacity = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, - A_tg=Atg, - A_tn=Atn, - f_u=self.flange_plate.fu, - f_y=self.flange_plate.fy) - if self.flange_plate.block_shear_capacity < self.flange_force : - if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.flange_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - else: - break - else: - design_status_block_shear = True - break - # if design_status_block_shear is True: - # break - - if design_status_block_shear is True: - self.flange_plate.tension_capacity_flange_plate= min(self.flange_plate.tension_yielding_capacity, - self.flange_plate.tension_rupture_capacity, - self.flange_plate.block_shear_capacity) - - if self.flange_plate.tension_capacity_flange_plate < self.flange_force: - if len(self.flange_plate.thickness) >= 2: - thk_f = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange= thk_f) - else: - self.flange_plate_check_status = False - self.design_status = False - logger.warning(": The tension capacity of the flange plate is less than the required flange force, i.e. {} kN." - .format( round(self.flange_force/1000 ,2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load(s)") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.flange_plate_check_status =True - self.design_status = True - self.web_axial_check(self) - else: - self.flange_plate_check_status = False - self.design_status = False - logger.warning(": The block shear capacity of the flange plate is less than the required flange force, i.e. {} kN." - .format(round(self.flange_force/1000 ,2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load(s).") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - else: - # capacity Check for flange_outsite_plate =min(block, yielding, rupture) - # Block shear strength for outside + inside flange plate - # OUTSIDE-inside - - design_status_block_shear = False - # available_flange_thickness = list([x for x in self.flange_plate.thickness if ((self.flange_plate.thickness_provided) <= x)]) - # for self.flange_plate.thickness_provided in available_flange_thickness: - - edge_dist = self.flange_plate.edge_dist_provided - end_dist = self.flange_plate.end_dist_provided - gauge = self.flange_plate.gauge_provided - pitch = self.flange_plate.pitch_provided - - # yielding,rupture for inside flange plate - # self.flange_plate.Innerheight = round_down(self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2),5) - flange_plate_height_outside = self.flange_plate.height - self.flange_plate.Innerlength = self.flange_plate.length - - A_vn_flange = (((2 * self.flange_plate.Innerheight ) + self.section.flange_width) - (self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole)) * self.flange_plate.thickness_provided - A_v_flange = ((2 *self.flange_plate.Innerheight ) + self.section.flange_width) * self.flange_plate.thickness_provided - self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( - A_v=A_v_flange, - fy=self.flange_plate.fy) - - self.flange_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( - A_vn=A_vn_flange, - fu=self.flange_plate.fu) - #### Block shear capacity of flange plate ### - - while design_status_block_shear == False: - ################################################################################################################## - # For Double U shape Block shear in Axial - ################################################################################################################## - # Avg = 2 * (self.flange_plate.end_dist_provided + ( - # self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) * self.flange_plate.thickness_provided - # Avn = 2 * (self.flange_plate.end_dist_provided + ( - # self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( - # self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ - # self.flange_plate.thickness_provided - # Atg = 2*((((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided) + (self.flange_plate.edge_dist_provided +self.section.root_radius + self.section.web_thickness/2)) - # * self.flange_plate.thickness_provided) # - # Atn = 2*(((((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided) - ( - # self.flange_plate.bolts_one_line/2 - 0.5) * self.flange_bolt.dia_hole)) + - # (self.flange_plate.edge_dist_provided +self.section.root_radius + self.section.web_thickness/2)) * self.flange_plate.thickness_provided - - ################################################################################################################## - # For Double L shape Block shear in Axial - ################################################################################################################## - - Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided - Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * - self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * - self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided - Atg = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + - self.flange_plate.edge_dist_provided) * self.flange_plate.thickness_provided - - Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + - self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided - - self.flange_plate_block_shear_capactity_outside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, - A_tg=Atg, - A_tn=Atn, - f_u=self.flange_plate.fu, - f_y=self.flange_plate.fy) - - # Block shear strength for inside flange plate under AXIAL - Avg = 2 * (self.flange_plate.end_dist_provided + ( - self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided - Avn = 2 * (self.flange_plate.end_dist_provided + ( - self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( - self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ - self.flange_plate.thickness_provided - - Atg = 2 * ((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided + self.flange_plate.edge_dist_provided )* \ - self.flange_plate.thickness_provided - # todo add in DDCl and diagram - Atn = 2 * ((self.flange_plate.bolts_one_line/2 - 1) * - self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line/2 - 0.5) * self.flange_bolt.dia_hole)+ self.flange_plate.edge_dist_provided )* \ - self.flange_plate.thickness_provided - # todo add in DDCl - self.flange_plate_block_shear_capacity_inside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, - A_tg=Atg, - A_tn=Atn, - f_u=self.flange_plate.fu, - f_y=self.flange_plate.fy) - self.flange_plate.block_shear_capacity = self.flange_plate_block_shear_capactity_outside + self.flange_plate_block_shear_capacity_inside - - if self.flange_plate.block_shear_capacity < self.flange_force : - if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.flange_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - else: - break - else: - design_status_block_shear = True - break - # if design_status_block_shear is True: - # break - - if design_status_block_shear is True: - self.flange_plate.tension_capacity_flange_plate = min(self.flange_plate.tension_yielding_capacity, - self.flange_plate.tension_rupture_capacity, - self.flange_plate.block_shear_capacity) - print ("flange_force",self.flange_force) - print(self.flange_plate.tension_capacity_flange_plate, "tension_capacity_flange_plate") - if self.flange_plate.tension_capacity_flange_plate < self.flange_force: - # self.flange_plate_check_status = False - if len(self.flange_plate.thickness) >= 2: - thk_f = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange= thk_f) - else: - self.flange_plate_check_status = False - self.design_status = False - logger.warning(": The tension capacity of the flange plate is less than the required flange force, i.e. {} kN." - .format( round(self.flange_force/1000 ,2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load(s).") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.flange_plate_check_status = True - self.design_status = True - self.web_axial_check(self) - else: - self.flange_plate_check_status = False - self.design_status = False - logger.warning(": The block shear capacity of the flange plate is less than the required flange force, i.e. {} kN." - .format(round(self.flange_force/1000 ,2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load(s).") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - ######################################################################### ## - # Design of web splice plate - - ################################ CAPACITY CHECK FOR WEB ##################################################################################### - - def web_axial_check(self): - self.web_axial_check_status = False - self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load ) / (self.section.area ) - - ###### # capacity Check for web in axial = min(block, yielding, rupture) - A_vn_web = (( self.section.depth - (2 * self.section.flange_thickness) - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole))) \ - * self.section.web_thickness - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness - self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( - A_v=A_v_web, fy=self.section.fy) - self.section.tension_rupture_capacity_web = self.tension_member_design_due_to_rupture_of_critical_section( - A_vn=A_vn_web, fu=self.section.fu) - - design_status_block_shear = False - edge_dist = self.web_plate.edge_dist_provided - end_dist = self.web_plate.end_dist_provided - gauge = self.web_plate.gauge_provided - pitch = self.web_plate.pitch_provided - - #### Block shear capacity of web in axial ### - while design_status_block_shear == False: - Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ - self.section.web_thickness - Avn = 2 * ((self.web_plate.bolt_line - 1) * pitch - ( - self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole + end_dist) * \ - self.section.web_thickness - Atg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge) * self.section.web_thickness - Atn = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge - ( - self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.section.web_thickness - - self.section.block_shear_capacity_web = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, - A_tn=Atn, - f_u=self.section.fu, - f_y=self.section.fy) - - if self.section.block_shear_capacity_web < self.axial_force_w : - if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.web_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - else: - break - else: - design_status_block_shear = True - break - if design_status_block_shear == True: - self.section.tension_capacity_web = min(self.section.tension_yielding_capacity_web, self.section.tension_rupture_capacity_web, - self.section.block_shear_capacity_web) - - self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load ) / (self.section.area ) - if self.section.tension_capacity_web < self.axial_force_w: - self.web_axial_check_status = False - self.design_status = False - logger.warning(" : The tension capacity of the web is less than the required axial force, i.e. {} kN." - .format(round(self.axial_force_w/1000 ,2))) - logger.info(" : Select a larger beam section or decrease the applied axial load(s).") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.web_axial_check_status =True - self.design_status = True - self.web_plate_axial_check(self) - else: - self.web_axial_check_status = False - self.design_status = False - logger.warning(" : The block shear capacity of the web is less than the required axial force, i.e. {} kN.".format(round(self.axial_force_w/1000 ,2))) - logger.info(" : Select a larger beam section or decrease the applied axial load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - -# ###### # capacity Check for web plate in axial = min(block, yielding, rupture) - def web_plate_axial_check(self): - self.web_plate_axial_check_status = False - self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) - * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) - - A_vn_web = 2*(self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) \ - * self.web_plate.thickness_provided - A_v_web = 2*self.web_plate.height * self.web_plate.thickness_provided - self.web_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( - A_v=A_v_web, fy=self.web_plate.fy) - self.web_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( - A_vn=A_vn_web, fu=self.web_plate.fu) - design_status_block_shear = False - # available_web_thickness = list([x for x in self.web_plate.thickness if ((self.web_plate.thickness_provided) <= x)]) - # for self.web_plate.thickness_provided in available_web_thickness: - edge_dist = self.web_plate.edge_dist_provided - end_dist = self.web_plate.end_dist_provided - gauge = self.web_plate.gauge_provided - pitch = self.web_plate.pitch_provided - # print(1) - - #### Block shear capacity of web plate in axial ### - - while design_status_block_shear == False: - Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ - self.web_plate.thickness_provided - Avn = 2 * ((self.web_plate.bolt_line - 1) * pitch - (( - self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ - self.web_plate.thickness_provided - Atg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge) * self.web_plate.thickness_provided - Atn = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge - ( - self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.web_plate.thickness_provided - - self.web_plate.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, - A_tn=Atn, - f_u=self.web_plate.fu, - f_y=self.web_plate.fy) - print("block_shear_strength_section",self.web_plate.block_shear_capacity ) - self.web_plate.block_shear_capacity = 2 * self.web_plate.block_shear_capacity - if self.web_plate.block_shear_capacity < self.axial_force_w: - if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.web_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - - else: - break - - else: - design_status_block_shear = True - break - - # if design_status_block_shear == True: - # break - if design_status_block_shear == True: - - self.web_plate.tension_capacity_web_plate = min( self.web_plate.tension_yielding_capacity , - self.web_plate.tension_rupture_capacity, - self.web_plate.block_shear_capacity) - if self.web_plate.tension_capacity_web_plate < self.axial_force_w: - # self.web_plate_axial_check_status = False - if len(self.web_plate.thickness) >= 2: - thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) - else: - self.web_plate_axial_check_status = False - self.design_status = False - logger.warning(": The tension capacity of the web plate is less than the required axial force, i.e. {} kN." - .format(round(self.axial_force_w/1000 ,2))) - logger.info(": Increase the thickness of the web plate or decrease the applied axial load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.web_plate_axial_check_status = True - self.design_status = True - self.web_shear_plate_check(self) - else: - self.web_plate_axial_check_status = False - self.design_status = False - logger.warning(": The block shear capacity of the web plate is less than the required axial force, i.e. {} kN.".format( round(self.axial_force_w/1000 ,2))) - logger.info(" : Increase the thickness of the web plate or decrease the applied axial load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - def web_shear_plate_check(self): - ###### # capacity Check for web plate in shear = min(block, yielding, rupture) - self.web_shear_plate_check_status = False - self.shear_yielding_status = False - A_vn_web = 2 * (self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) * \ - self.web_plate.thickness_provided - A_v_web = 2 * self.web_plate.height * self.web_plate.thickness_provided - self.web_plate.shear_yielding_capacity = round(0.6*self.shear_yielding( - A_v=A_v_web, fy=self.web_plate.fy),2) - if self.web_plate.shear_yielding_capacity < self.fact_shear_load: - # self.web_shear_plate_check_status = False - if len(self.web_plate.thickness) >= 2: - thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) - else: - self.web_shear_plate_check_status = False - self.design_status = False - logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN.".format( - round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.shear_yielding_status = True - self.design_status = True - - self.web_plate.shear_rupture_capacity = self.shear_rupture_( - A_vn=A_vn_web, fu=self.web_plate.fu) - design_status_block_shear = False - # available_web_thickness = list([x for x in self.web_plate.thickness if ((self.web_plate.thickness_provided) <= x)]) - # for self.web_plate.thickness_provided in available_web_thickness: # - edge_dist = self.web_plate.edge_dist_provided - end_dist = self.web_plate.end_dist_provided - gauge = self.web_plate.gauge_provided - pitch = self.web_plate.pitch_provided - - #### Block shear capacity of web plate ### - - while design_status_block_shear == False: - Atg = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided - Atn = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) - (( - self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided - Avg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) * self.web_plate.thickness_provided - Avn = ((((self.web_plate.bolts_one_line - 1)* self.web_plate.gauge_provided) - +self.web_plate.edge_dist_provided)- ((self.web_plate.bolts_one_line - 0.5) - * self.web_bolt.dia_hole)) *self.web_plate.thickness_provided - - self.web_plate.block_shear_capacity_shear = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, - A_tn=Atn, - f_u=self.web_plate.fu, - f_y=self.web_plate.fy) - self.web_plate.block_shear_capacity_shear = 2 * self.web_plate.block_shear_capacity_shear - if self.web_plate.block_shear_capacity_shear < self.fact_shear_load: - if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo - if self.web_plate.bolt_line == 1: - end_dist += 5 - else: - pitch += 5 - else: - break - else: - design_status_block_shear = True - break - # if design_status_block_shear is True: - # break - - if design_status_block_shear is True: - self.web_plate.shear_capacity_web_plate = round(min(self.web_plate.shear_yielding_capacity, - self.web_plate.shear_rupture_capacity, - self.web_plate.block_shear_capacity_shear),2) - # self.allowable_web_shear_cap = round(0.6 *self.web_plate.shear_capacity_web_plate,2) - if self.web_plate.shear_capacity_web_plate < self.fact_shear_load: - # self.web_shear_plate_check_status = False - if len(self.web_plate.thickness) >= 2: - thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) - else: - self.web_shear_plate_check_status = False - self.design_status = False - logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." - .format(round(self.fact_shear_load/1000, 2))) - logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - else: - self.web_shear_plate_check_status = True - self.design_status = True - logger.info(": Overall bolted cover plate splice connection design is safe \n") - logger.info(" :=========End Of design===========") - else: - self.web_shear_plate_check_status = False - self.design_status = False - logger.warning(" : The block shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." - .format( round(self.fact_shear_load/1000 ,2))) - logger.info(" : Increase the thickness of the web plate or decrease the applied shear load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - - ####todo comment out - - self.flange_plate.length = self.flange_plate.length * 2 - self.web_plate.length = self.web_plate.length * 2 - # self.web_plate.height = 110 - self.flange_plate.bolt_line = 2 * self.flange_plate.bolt_line - self.flange_plate.bolts_one_line = self.flange_plate.bolts_one_line - self.flange_plate.bolts_required = self.flange_plate.bolt_line *self.flange_plate.bolts_one_line - self.flange_plate.midgauge = 2*(self.flange_plate.edge_dist_provided + self.section.root_radius) + \ - self.section.web_thickness - self.web_plate.midpitch = (2*self.web_plate.end_dist_provided) +self.web_plate.gap - self.flange_plate.midpitch = (2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap - - - self.web_plate.bolts_one_line = self.web_plate.bolts_one_line - self.web_plate.bolt_line = 2 * self.web_plate.bolt_line - self.web_plate.bolts_required = self.web_plate.bolt_line * self.web_plate.bolts_one_line - self.flange_plate.Innerlength = self.flange_plate.length - - self.min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + - (2*self.flange_bolt.min_end_dist) + (self.flange_plate.gap/2)) - print("self.min_plate_length",self.min_plate_length) - if self.preference =="Outside": - self.flange_out_plate_tk = self.flange_plate.thickness_provided - self.flange_in_plate_tk =0.0 - else : - self.flange_in_plate_tk = self.flange_plate.thickness_provided - self.flange_out_plate_tk = self.flange_plate.thickness_provided - - - if self.preference =="Outside": - self.plate_out_len = self.flange_plate.length - self.plate_in_len = 0.0 - else: - self.plate_out_len = self.flange_plate.length - self.plate_in_len = self.flange_plate.Innerlength - - # print("anjali", self.anjali) - print(self.section) - print(self.load) - print(self.flange_bolt) - print(self.flange_plate) - print(self.web_bolt) - print(self.web_plate) - print(self.web_plate.thickness_provided) - print(self.flange_plate.thickness_provided) - #print(design_status) - print(self.flange_plate.length ) - print(self.web_plate.length ) - print(self.flange_plate.bolts_required ) - print(self.web_plate.bolts_required ) - print("bolt dia",self.flange_bolt.bolt_diameter_provided) - print("flange_plate.Innerlength", self.flange_plate.Innerlength) - print("flange_plate.Innerheight", self.flange_plate.Innerheight) - print("flange_plate.gap", self.flange_plate.gap) - print(self.web_plate.length) - print("webplategap", self.web_plate.gap) - - print( "self.flange_plate.midgauge" , self.flange_plate.midgauge) - print( "self.web_plate.midpitch" ,self.web_plate.midpitch) - print( "self.flange_plate.midpitch" , self.flange_plate.midpitch) - - # if self.design_status == True: - # - # logger.info(": Overall bolted cover plate splice connection design is safe \n") - # logger.info(" :=========End Of design===========") - # else: - # logger.error(": Design is not safe \n ") - # logger.info(" :=========End Of design===========") -################################ Design Report ##################################################################################### - - ################################ CAPACITY CHECK Functions##################################################################################### - - @staticmethod - def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): # for flange plate - """Calculate the block shear strength of bolted connections as per cl. 6.4.1 - - Args: - A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) - A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) - A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, - end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) - A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, - end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) - f_u: Ultimate stress of the plate material in MPa (float) - f_y: Yield stress of the plate material in MPa (float) - - Return: - block shear strength of bolted connection in N (float) - - Note: - Reference: - IS 800:2007, cl. 6.4.1 - - """ - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 - Tdb = min(T_db1, T_db2) - Tdb = round(Tdb , 3) - return Tdb - - # Function for block shear capacity calculation - - @staticmethod - def block_shear_strength_section(A_vg, A_vn, A_tg, A_tn, f_u, f_y): - """Calculate the block shear strength of bolted connections as per cl. 6.4.1 - - Args: - A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) - A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) - A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, - end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) - A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, - end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) - f_u: Ultimate stress of the plate material in MPa (float) - f_y: Yield stress of the plate material in MPa (float) - - Return: - block shear strength of bolted connection in N (float) - - Note: - Reference: - IS 800:2007, cl. 6.4.1 - - """ - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 - Tdb = min(T_db1, T_db2) - Tdb = round(Tdb , 2) - return Tdb - # cl 6.2 Design Strength Due to Yielding of Gross Section - - @staticmethod - def tension_member_design_due_to_yielding_of_gross_section(A_v, fy): - ''' - Args: - A_v (float) Area under shear - Beam_fy (float) Yield stress of Beam material - Returns: - Capacity of Beam web in shear yielding - ''' - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - # A_v = height * thickness - tdg = (A_v * fy) / (gamma_m0 ) - return tdg - - @staticmethod - def tension_member_design_due_to_rupture_of_critical_section(A_vn, fu): - ''' - Args: - A_vn (float) Net area under shear - Beam_fu (float) Ultimate stress of Beam material - Returns: - Capacity of beam web in shear rupture - ''' - - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - # A_vn = (height- bolts_one_line * dia_hole) * thickness - T_dn = 0.9 * A_vn * fu / (gamma_m1) - return T_dn - - @staticmethod - def shear_yielding(A_v,fy): - ''' - Args: - length (float) length of member in direction of shear load - thickness(float) thickness of member resisting shear - beam_fy (float) Yeild stress of section material - Returns: - Capacity of section in shear yeiding - ''' - - # A_v = length * thickness - gamma_m0 = 1.1 - # print(length, thickness, fy, gamma_m0) - # V_p = (0.6 * A_v * fy) / (math.sqrt(3) * gamma_m0 * 1000) # kN - V_p = (A_v * fy) / (math.sqrt(3) * gamma_m0 ) # N - return V_p - - @staticmethod - def shear_rupture_(A_vn, fu): - ''' - Args: - A_vn (float) Net area under shear - Beam_fu (float) Ultimate stress of Beam material - Returns: - Capacity of beam web in shear rupture - ''' - - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - # A_vn = (height- bolts_one_line * dia_hole) * thickness - T_dn = 0.75 * A_vn * fu / (math.sqrt(3) *gamma_m1) - return T_dn - # - # def web_force(column_d, column_f_t, column_t_w, axial_force, column_area): - # """ - # Args: - # c_d: Overall depth of the column section in mm (float) - # column_f_t: Thickness of flange in mm (float) - # column_t_w: Thickness of flange in mm (float) - # axial_force: Factored axial force in kN (float) - # - # Returns: - # Force in flange in kN (float) - # """ - # axial_force_w = int( - # ((column_d - 2 * (column_f_t)) * column_t_w * axial_force ) / column_area) # N - # return round(axial_force_w) - - @staticmethod - def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, factored_axial_force, - column_area, compression_element, section): - column_d = D - (2 * column_f_t) - epsilon = float(math.sqrt(250 / column_fy)) - axial_force_w = int( - ((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N - - des_comp_stress_web = column_fy - des_comp_stress_section = column_fy - avg_axial_comp_stress = axial_force_w / ((D - 2 * column_f_t) * column_t_w) - r1 = avg_axial_comp_stress / des_comp_stress_web - r2 = avg_axial_comp_stress / des_comp_stress_section - a = column_b / column_f_t - # column_d = D - 2(column_f_t) - # compression_element=["External","Internal","Web of an I-H" ,"box section" ] - # section=["rolled","welded","compression due to bending","generally", "Axial compression" ] - # section = "rolled" - if compression_element == "External" or compression_element == "Internal": - if section == "Rolled": - if column_b * 0.5 / column_f_t <= 9.4 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 10.5 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 15.7 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - elif section == "welded": - if column_b * 0.5 / column_f_t <= 8.4 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 9.4 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 13.6 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - # else: - # print('fail') - elif section == "compression due to bending": - if column_b * 0.5 / column_f_t <= 29.3 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 33.5 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 42 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - # else: - # print('fail') - # else: - # pass - - elif compression_element == "Web of an I-H" or compression_element == "box section": - if section == "generally": - if r1 < 0: - if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "plastic" - elif column_d / column_t_w <= (max(105 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "compact" - else: - class_of_section1 = "semi-compact" - # else: - # print('fail') - # print("class_of_section3", class_of_section) - elif r1 > 0: - if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "plastic" - elif column_d / column_t_w <= max((105 * epsilon / (1 + (r1 * 1.5))), ( - 42 * epsilon)): - class_of_section1 = "compact" - else: - class_of_section1 = "semi-compact" - - elif section == "Axial compression": - if column_d / column_t_w <= (42 * epsilon): - class_of_section1 = "semi-compact" - else: - class_of_section1 = "N/A" - - print("class_of_section", class_of_section1) - if class_of_section1 == "plastic": - class_of_section1 = 1 - elif class_of_section1 == "compact": - class_of_section1 = 2 - elif class_of_section1 == "semi-compact": - class_of_section1 = 3 - # else: - # print('fail') - print("class_of_section2", class_of_section1) - print("class_of_section1", class_of_section1) - return class_of_section1 - - def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, - preference=None,fp_thk =None): - """ - - Args: - tk: flange thickness - width: flange width - list_of_pt_tk: list of plate thickness greater than the section thickness - t_w: web thickness - r_1: root radius - D: depth of the section - fp_thk: flange thickness provided - - area of flange plate should be greater than 1.05 times area of flange [Ref: cl.8.6.3.2 IS 800:2007] - minimum outside flange plate width = 50 mm - minimum inside flange plate width = 50 mm - webclearance = (max (self.section.root_radius, fp_thk)) +25 for depth > 600 mm - = (max (self.section.root_radius, fp_thk)) +10 for depth < 600 mm - Returns: - - """ - - self.flange_crs_sec_area = tk * width - self.Ap = self.flange_crs_sec_area * 1.05 - # self.design_status = True - for y in list_of_pt_tk: - if preference != None: - if preference == "Outside": - self.outerwidth = width - if self.outerwidth < 50: - thickness = y - self.initial_pt_thk_status = False - self.design_status = False - else: - pass - self.flange_plate_crs_sec_area = y * width - - if self.flange_plate_crs_sec_area >= self.flange_crs_sec_area * 1.05: - thickness = y - break - else: - thickness = y - self.initial_pt_thk_status = False - self.design_status = False - - elif preference == "Outside + Inside": - self.outerwidth = width - self.innerwidth = (width - t_w - (2 * r_1)) / 2 - if self.outerwidth < 50: - self.design_status = False - self.initial_pt_thk_status = False - else: - if self.innerwidth < 50: - self.initial_pt_thk_status = False - # self.design_status =False - self.design_status = False - thickness = y - else: - self.flange_plate_crs_sec_area = (self.outerwidth + (2*self.innerwidth)) * y - if self.flange_plate_crs_sec_area >= self.flange_crs_sec_area * 1.05: - thickness = y - break - else: - thickness = y - self.initial_pt_thk_status = False - self.design_status = False - - else: - if self.section.depth > 600.00: - self.webclearance = (max (self.section.root_radius, fp_thk)) +25 - else: - self.webclearance = (max(self.section.root_radius, fp_thk)) + 10 - self.webheight_status =False - self.min_web_plate_height = round(self.section.min_plate_height(),2) - self.webwidth = round(D - (2 * tk) , 2) - self.web_crs_area = t_w * self.webwidth - self.Wp = self.web_crs_area * 1.05 - - if self.preference =="Outside": - self.webplatewidth = round(D - (2 * tk) - (2 * self.section.root_radius) ,2) - if self.webplatewidth < self.min_web_plate_height: - thickness = y - self.webheight_status = False - self.design_status = False - else: - self.webheight_status = True - self.web_plate_crs_sec_area = 2 * self.min_web_plate_height * y - if self.web_plate_crs_sec_area >= self.web_crs_area * 1.05: - thickness = y - break - else: - thickness = y - self.design_status = False - - else: - self.webplatewidth = round(D - (2 * tk) - (2 * self.webclearance),2) - if self.webplatewidth < self.min_web_plate_height: - thickness = y - self.webheight_status = False - self.design_status = False - else: - self.webheight_status = True - self.web_plate_crs_sec_area = 2 * self.min_web_plate_height * y - if self.web_plate_crs_sec_area >= self.web_crs_area * 1.05: - thickness = y - break - else: - thickness = y - self.webheight_status = False - self.design_status = False - return thickness - - - # def call_3DModel(self,ui,bgcolor): - # # Call to calculate/create the BB Cover Plate Bolted CAD model - # # status = self.resultObj['Bolt']['status'] - # # if status is True: - # # self.createBBCoverPlateBoltedCAD() - # # self.ui.btn3D.setChecked(Qt.Checked) - # if ui.btn3D.isChecked(): - # ui.chkBxBeam.setChecked(Qt.Unchecked) - # ui.chkBxFinplate.setChecked(Qt.Unchecked) - # ui.mytabWidget.setCurrentIndex(0) - # - # # Call to display the BB Cover Plate Bolted CAD model - # # ui.Commondisplay_3DModel("Model", bgcolor) # "gradient_bg") - # ui.commLogicObj.display_3DModel("Model",bgcolor) - # - # # else: - # # self.display.EraseAll() - # - # def call_3DBeam(self, ui, bgcolor): - # # status = self.resultObj['Bolt']['status'] - # # if status is True: - # # self.ui.chkBx_beamSec1.setChecked(Qt.Checked) - # if ui.chkBxBeam.isChecked(): - # ui.btn3D.setChecked(Qt.Unchecked) - # ui.chkBxBeam.setChecked(Qt.Unchecked) - # ui.mytabWidget.setCurrentIndex(0) - # # self.display_3DModel("Beam", bgcolor) - # ui.commLogicObj.display_3DModel("Beam",bgcolor) - # - # - # def call_3DConnector(self, ui, bgcolor): - # # status = self.resultObj['Bolt']['status'] - # # if status is True: - # # self.ui.chkBx_extndPlate.setChecked(Qt.Checked) - # if ui.chkBxFinplate.isChecked(): - # ui.btn3D.setChecked(Qt.Unchecked) - # ui.chkBxBeam.setChecked(Qt.Unchecked) - # ui.mytabWidget.setCurrentIndex(0) - # # self.display_3DModel("Connector", bgcolor) - # ui.commLogicObj.display_3DModel("Connector", bgcolor) - - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t4 = ('Cover Plate', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Cover Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Connector", bgcolor) -########################################################################### - def results_to_test(self): - # test_in_list = {KEY_MODULE : self.module, - # KEY_MAIN_MODULE: self.mainmodule, - # KEY_DISP_SEC_PROFILE: "ISection", - # KEY_DISP_BEAMSEC: self.section.designation, - # KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, - # KEY_MATERIAL : self.section.material, - # KEY_SEC_FU: self.section.fu, - # KEY_SEC_FY : self.section.fy, - # KEY_D : self.bolt.bolt_diameter, - # KEY_GRD : self.bolt.bolt_grade, - # KEY_TYP : self.bolt.bolt_type, - # KEY_FLANGEPLATE_THICKNESS: self.flange_plate.thickness, - # KEY_WEBPLATE_THICKNESS: self.web_plate.thickness, - # KEY_DP_BOLT_HOLE_TYPE : self.bolt.bolt_hole_type, - # KEY_DP_BOLT_SLIP_FACTOR : self.bolt.mu_f, - # KEY_DP_DETAILING_EDGE_TYPE : self.bolt.edge_type, - # KEY_DP_DETAILING_GAP : self.flange_plate.gap, - # KEY_DP_DETAILING_CORROSIVE_INFLUENCES : self.bolt.corrosive_influences} - if self.bolt.bolt_type == TYP_BEARING: - flange_bolt_bearing_cap_disp = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - web_bolt_bearing_cap_disp = round(self.web_bolt.bolt_bearing_capacity/1000,2) - else: - flange_bolt_bearing_cap_disp = 'N/A' - web_bolt_bearing_cap_disp = 'N/A' - - test_out_list = {#applied loads - KEY_DISP_APPLIED_AXIAL_FORCE :round(self.factored_axial_load / 1000, 2), - KEY_DISP_APPLIED_SHEAR_LOAD :round(self.fact_shear_load / 1000, 2), - KEY_DISP_APPLIED_MOMENT_LOAD :round(self.load_moment / 1000000, 2), - # Diameter and grade - KEY_OUT_D_PROVIDED: self.bolt.bolt_diameter_provided, - KEY_OUT_GRD_PROVIDED: self.bolt.bolt_grade_provided, - # webplate dimensions - KEY_WEB_PLATE_HEIGHT: self.web_plate.height, - KEY_WEB_PLATE_LENGTH: self.web_plate.length, - KEY_OUT_WEBPLATE_THICKNESS: self.web_plate.thickness_provided, - # Web spacing - KEY_WEB_PITCH: self.web_plate.pitch_provided, - KEY_ENDDIST_W: self.web_plate.end_dist_provided, - KEY_WEB_GAUGE: self.web_plate.gauge_provided, - KEY_EDGEDIST_W: self.web_plate.edge_dist_provided, - - # def web_bolt_capacity(self, flag): - KEY_WEB_BOLT_LINE: (self.web_plate.bolt_line), - KEY_WEB_BOLTS_ONE_LINE: (self.web_plate.bolts_one_line), - KEY_WEB_BOLTS_REQ: (self.web_plate.bolts_required), - 'WebBolt.ShearCapacity': round(self.web_bolt.bolt_shear_capacity / 1000, 2), - 'WebBolt.BearingCapacity': web_bolt_bearing_cap_disp, - 'WebBolt.Capacity': round(self.web_plate.bolt_capacity_red / 1000, 2), - 'WebBolt.Force': round(self.web_plate.bolt_force / 1000, 2), - - # flange plate_outer - KEY_FLANGE_PLATE_HEIGHT: self.flange_plate.height, - KEY_FLANGE_PLATE_LENGTH: self.plate_out_len, - KEY_OUT_FLANGESPLATE_THICKNESS: self.flange_out_plate_tk, - # flange plate_inner - KEY_INNERFLANGE_PLATE_HEIGHT: self.flange_plate.Innerheight, - KEY_INNERFLANGE_PLATE_LENGTH: self.plate_in_len, - KEY_INNERFLANGEPLATE_THICKNESS: self.flange_in_plate_tk, - #Flange spacing - KEY_FLANGE_PITCH : self.flange_plate.pitch_provided, - KEY_ENDDIST_FLANGE :self.flange_plate.end_dist_provided, - KEY_FLANGE_PLATE_GAUGE: self.flange_plate.gauge_provided, - KEY_EDGEDIST_FLANGE : self.flange_plate.edge_dist_provided, - # def flange_bolt_capacity - KEY_FLANGE_BOLT_LINE: (self.flange_plate.bolt_line), - KEY_FLANGE_BOLTS_ONE_LINE: (self.flange_plate.bolts_one_line), - KEY_FLANGE_BOLTS_REQ: (self.flange_plate.bolts_required), - 'FlangeBolt.ShearCapacity': round(self.flange_bolt.bolt_shear_capacity / 1000, 2), - 'FlangeBolt.BearingCapacity': flange_bolt_bearing_cap_disp, - 'FlangeBolt.Capacity': round(self.flange_plate.bolt_capacity_red / 1000, 2), - - 'FlangeBolt.Force': round(self.flange_plate.bolt_force / 1000, 2), - - # def flangecapacity(self, flag): - KEY_TENSIONYIELDINGCAP_FLANGE : round(self.section.tension_yielding_capacity / 1000, 2), - KEY_TENSIONRUPTURECAP_FLANGE :round(self.section.tension_rupture_capacity / 1000,2), - KEY_BLOCKSHEARCAP_FLANGE :round(self.section.block_shear_capacity / 1000, 2), - KEY_FLANGE_TEN_CAPACITY:round(self.section.tension_capacity_flange / 1000, 2), - # flange plate capacities - KEY_TENSIONYIELDINGCAP_FLANGE_PLATE :round(self.flange_plate.tension_yielding_capacity / 1000,2), - KEY_TENSIONRUPTURECAP_FLANGE_PLATE :round(self.flange_plate.tension_rupture_capacity / 1000, 2), - KEY_BLOCKSHEARCAP_FLANGE_PLATE : round(self.flange_plate.block_shear_capacity / 1000, 2), - KEY_FLANGE_PLATE_TEN_CAP : round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), - - # def webcapacity(self, flag): - KEY_TENSIONYIELDINGCAP_WEB : round( self.section.tension_yielding_capacity_web / 1000, 2), - KEY_TENSIONRUPTURECAP_WEB :round(self.section.tension_rupture_capacity_web / 1000,2), - KEY_TENSIONBLOCK_WEB : round(self.section.block_shear_capacity_web / 1000, 2), - KEY_WEB_TEN_CAPACITY:round(self.section.tension_capacity_web / 1000, 2), - #web plate capac in axial - KEY_TEN_YIELDCAPACITY_WEB_PLATE : round(self.web_plate.tension_yielding_capacity / 1000,2), - KEY_TENSION_RUPTURECAPACITY_WEB_PLATE :round(self.web_plate.tension_rupture_capacity / 1000, 2), - KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE : round(self.web_plate.block_shear_capacity / 1000, 2), - KEY_WEB_PLATE_CAPACITY: round(self.web_plate.tension_capacity_web_plate / 1000, 2), - #shear - KEY_SHEARYIELDINGCAP_WEB_PLATE : round(self.web_plate.shear_yielding_capacity / 1000, 2), - KEY_SHEARRUPTURECAP_WEB_PLATE :round(self.web_plate.shear_rupture_capacity / 1000, 2), - KEY_BLOCKSHEARCAP_WEB_PLATE :round(self.web_plate.block_shear_capacity_shear / 1000, 2), - KEY_WEBPLATE_SHEAR_CAPACITY_PLATE:round(self.web_plate.shear_capacity_web_plate / 1000, 2), - KEY_WEB_PLATE_MOM_DEMAND:round(self.web_plate.moment_demand / 1000000, 2), - # def member_capacityoutput(self, flag): - KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), - KEY_MEMBER_SHEAR_CAPACITY:round(self.shear_capacity1 / 1000, 2), - KEY_MEMBER_AXIALCAPACITY:round(self.axial_capacity / 1000, 2), - KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY :round(self.Pmc / 1000000, 2), - KEY_OUT_DISP_MOMENT_D_DEFORMATION :round(self.Mdc / 1000000, 2)} - return test_out_list - - ################################ Design Report ##################################################################################### - - def save_design(self, popup_summary): - # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") - - if self.section.flange_slope == 90: - image = "Parallel_Beam" - else: - image = "Slope_Beam" - self.report_supporting = {KEY_DISP_SEC_PROFILE: image, - KEY_DISP_BEAMSEC_REPORT: self.section.designation, - KEY_DISP_MATERIAL: self.section.material, - KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.section.fu, - KEY_DISP_YIELD_STRENGTH_REPORT: self.section.fy, - KEY_REPORT_MASS: self.section.mass, - KEY_REPORT_AREA: round(self.section.area, 2), - KEY_REPORT_DEPTH: self.section.depth, - KEY_REPORT_WIDTH: self.section.flange_width, - KEY_REPORT_WEB_THK: self.section.web_thickness, - KEY_REPORT_FLANGE_THK: self.section.flange_thickness, - KEY_DISP_FLANGE_S_REPORT: self.section.flange_slope, - KEY_REPORT_R1: self.section.root_radius, - KEY_REPORT_R2: self.section.toe_radius, - KEY_REPORT_IZ: round(self.section.mom_inertia_z * 1e-4, 2), - KEY_REPORT_IY: round(self.section.mom_inertia_y * 1e-4, 2), - KEY_REPORT_RZ: round(self.section.rad_of_gy_z * 1e-1, 2), - KEY_REPORT_RY: round(self.section.rad_of_gy_y * 1e-1, 2), - KEY_REPORT_ZEZ: round(self.section.elast_sec_mod_z * 1e-3, 2), - KEY_REPORT_ZEY: round(self.section.elast_sec_mod_y * 1e-3, 2), - KEY_REPORT_ZPZ: round(self.section.plast_sec_mod_z * 1e-3, 2), - KEY_REPORT_ZPY: round(self.section.plast_sec_mod_y * 1e-3, 2)} - - self.report_input = \ - {KEY_MODULE: self.module, - KEY_MAIN_MODULE: self.mainmodule, - # KEY_CONN: self.connectivity, - KEY_DISP_MOMENT: self.load.moment, - KEY_DISP_SHEAR: self.load.shear_force, - KEY_DISP_AXIAL: self.load.axial_force, - - "Beam Section - Mechanical Properties": "TITLE", - "Section Details": self.report_supporting, - - "Bolt Details - Input and Design Preference": "TITLE", - # KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), - KEY_DISP_TYP: self.bolt.bolt_type, - KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, - KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, - KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, - KEY_DISP_DP_DETAILING_GAP_BEAM: self.flange_plate.gap, - KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, - - "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, - KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.flange_plate.fu, - KEY_DISP_YIELD_STRENGTH_REPORT: self.flange_plate.fy, - KEY_DISP_MATERIAL: self.flange_plate.material, - KEY_DISP_FLANGESPLATE_THICKNESS: str(self.flange_plate.thickness), - KEY_DISP_WEBPLATE_THICKNESS: str(list(np.int_(self.web_plate.thickness))), - } - self.report_check = [] - - #####Outer plate##### - - h = self.section.depth - (2 * self.section.flange_thickness) - self.Pmc = self.section.plastic_moment_capactiy - self.Mdc = self.section.moment_d_def_criteria - t1 = ('SubSection', 'Member Capacity', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - - t1=(SECTION_CLASSIFICATION,"", cl_3_7_2_section_classification(class_of_section=self.class_of_section), "") - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, display_prov(self.load.axial_force, "P_x"), - cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, - T_dg=round(self.axial_capacity / 1000, 2), multiple =None, - area=round(self.section.area, 2)), '') - self.report_check.append(t1) - - # self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * - # self.section.web_thickness * self.section.fy) / (math.sqrt(3) * gamma_m0), 2) - - t1 = (KEY_OUT_DISP_SHEAR_CAPACITY, '', cl_8_4_shear_yielding_capacity_member(h=h, t=self.section.web_thickness, f_y=self.section.fy, gamma_m0=gamma_m0, - V_dg=round(self.shear_capacity1 / 1000 / 0.6, 2)), '') - self.report_check.append(t1) - - initial_shear_capacity = round(self.shear_capacity1 / 1000 / 0.6, 2) - reduced_shear_capacity = round(self.shear_capacity1 / 1000, 2) - t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V_y"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), - get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), - Z_p=round(self.Z_p,2), f_y=self.section.fy, - gamma_m0=gamma_m0, - Pmc=round(self.Pmc / 1000000, 2)), '') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member(fy=self.section.fy, - Z_e=round(self.section.elast_sec_mod_z,2), - Mdc=round(self.Mdc / 1000000, 2)), - '') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, display_prov(self.load.moment, "M_z"), cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), - Mdc=round(self.Mdc / 1000000, 2), - M_c=round(self.section.moment_capacity / 1000000, 2)), - '') - self.report_check.append(t1) - t1 = ('SubSection', 'Load Consideration', '|p{3cm}|p{6cm}|p{5.2cm}|p{1.5cm}|') - self.report_check.append(t1) - #####INTERACTION RATIO####### - - t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al = self.load.axial_force, M = self.load.moment, - A_c = round(self.axial_capacity/1000,2), - M_c =round(self.section.moment_capacity/1000000,2), - IR_axial =self.IR_axial,IR_moment =self.IR_moment,sum_IR =self.sum_IR), '') - self.report_check.append(t1) - ############################# - #### Min load Required ############### - t2 =(MIN_LOADS_REQUIRED,min_loads_required(conn="beam_beam") , min_loads_provided(min_ac= round(self.min_axial_load / 1000, 2), - min_mc=round(self.load_moment_min / 1000000, 2), - conn = "beam_beam"),'') - self.report_check.append(t2) - - ############################# - t1 = (KEY_DISP_APPLIED_AXIAL_FORCE,display_prov(self.load.axial_force, "P_x"), - prov_axial_load(axial_input=self.load.axial_force,min_ac=round(self.min_axial_load / 1000, 2), - app_axial_load=round(self.factored_axial_load / 1000, 2),axial_capacity=round(self.axial_capacity/1000,2)),'' ) - - self.report_check.append(t1) - V_dy = round(self.shear_capacity1 / 0.6 / 1000, 2) - t1 = (KEY_DISP_APPLIED_SHEAR_LOAD,display_prov(self.load.shear_force, "V_y"), - prov_shear_load(shear_input=self.load.shear_force,min_sc=round(self.shear_load1 / 1000, 2), - app_shear_load=round(self.fact_shear_load / 1000, 2),shear_capacity_1=V_dy),"") - self.report_check.append(t1) - t1 = (KEY_DISP_APPLIED_MOMENT_LOAD,display_prov(self.load.moment, "M_z"), - prov_moment_load(moment_input=self.load.moment,min_mc=round(self.load_moment_min / 1000000, 2), - app_moment_load=round(self.load_moment / 1000000, 2),moment_capacity=round(self.section.moment_capacity / 1000000, 2), - moment_capacity_supporting=0.0),"") - - self.report_check.append(t1) - t23 = (KEY_OUT_DISP_FORCES_WEB, '', forces_in_web(Au=round(self.factored_axial_load / 1000, 2), - T=self.section.flange_thickness, - A=round(self.section.area, 2), - t=self.section.web_thickness, D=self.section.depth, - Zw=round(self.Z_w,2), Mu=round(self.load_moment / 1000000, 2), - Z=round(self.section.plast_sec_mod_z,2), - Mw=round(self.moment_web / 1000000, 2), - Aw=round(self.axial_force_w / 1000, 2)), '') - self.report_check.append(t23) - t23 = (KEY_OUT_DISP_FORCES_FLANGE, '', forces_in_flange(Au=round(self.factored_axial_load / 1000, 2), - B=self.section.flange_width, - T=self.section.flange_thickness, - A=round(self.section.area, 2), - D=self.section.depth, - Mu=round(self.load_moment / 1000000, 2), - Mw=round(self.moment_web / 1000000, 2), - Mf=round(self.moment_flange / 1000000, 2), - Af=round(self.axial_force_f / 1000, 2), - ff=round(self.flange_force / 1000, 2), ), '') - self.report_check.append(t23) - if self.design_status == False: - if self.member_capacity_status == True: - t2 = ('SubSection', 'Initial Member Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t2) - t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, display_prov(round(self.flange_force / 1000, 2), "F_f"), - cl_6_2_tension_yield_capacity_member(self.section.flange_width, - self.section.flange_thickness, - self.section.fy, gamma_m0, - round(self.section.tension_yielding_capacity / 1000, 2), 1), - get_pass_fail(round(self.flange_force / 1000, 2), - round(self.section.tension_yielding_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - if self.section.tension_yielding_capacity > self.flange_force: - webheight = round((self.section.depth - 2 * self.section.flange_thickness), 2) - t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), - cl_6_2_tension_yield_capacity_member(webheight, - self.section.web_thickness, - self.section.fy, gamma_m0, - round(self.section.tension_yielding_capacity_web / 1000, ), 1), - get_pass_fail(round(self.axial_force_w / 1000, 2), - round(self.section.tension_yielding_capacity_web / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and (len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Flange Plate Height Check', '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - if self.preference == "Outside": - t1 = ('Flange Plate Width (mm)' , 'Bfp >= 50', - display_prov(round(self.outerwidth,2), "B_{fp}"), - get_pass_fail(50,round(self.outerwidth,2), relation="leq")) - self.report_check.append(t1) - else: - t1 = ('Flange Plate Width (mm)' , 'Bfp >= 50', - display_prov(round(self.outerwidth,2), "B_{fp}"), - get_pass_fail(50, round(self.outerwidth,2), relation="leq")) - self.report_check.append(t1) - - t1 = ('Flange Plate Inner Width (mm)', 'Bifp >= 50' , - width_pt_chk_bolted(B =self.section.flange_width,t = self.section.web_thickness,r_1 =self.section.root_radius), - get_pass_fail(50, round(self.innerwidth,2), relation="leq")) - self.report_check.append(t1) - - - if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and self.webheight_status == True: - if self.initial_pt_thk_status == True: - self.thick_f = self.flange_plate.thickness_provided - self.thick_w = self.web_plate.thickness_provided - else: - self.thick_f = self.max_thick_f - self.thick_w = self.max_thick_w - t1 = ('SubSection', 'Flange Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - if self.preference == "Outside": - t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness, "T"),display_prov(self.thick_f, "t_{fp}"), - get_pass_fail(self.section.flange_thickness, self.thick_f, relation="lesser")) - self.report_check.append(t2) - if(len(self.flange_plate_thickness_possible) != 0) and self.outerwidth >= 50: - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area,2),flange_web_area = round(self.Ap,2)), - flange_plate_area_prov_bolt(B=self.section.flange_width,pref = "Outside",y = self.thick_f, - outerwidth= round(self.outerwidth,2), - fp_area =round(self.flange_plate_crs_sec_area,2), - t = self.section.web_thickness, - r_1 = self.section.root_radius,), - get_pass_fail(self.Ap , self.flange_plate_crs_sec_area, relation="leq")) - - else: - t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness/2, "T"), - display_prov(self.thick_f, "t_{fp}"),get_pass_fail(self.section.flange_thickness/2, - self.thick_f, relation="lesser")) - self.report_check.append(t2) - # flange_plate_crs_sec_area = (self.outerwidth + (2 * self.innerwidth)) * self.thick_f - if len(self.flange_plate_thickness_possible) != 0 and self.innerwidth >= 50 and self.outerwidth >= 50: - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2),flange_web_area =round( self.Ap,2)), - flange_plate_area_prov_bolt(B=self.section.flange_width, pref="Outside+Inside", - y=self.thick_f, - outerwidth=round(self.outerwidth,2), fp_area=round(self.flange_plate_crs_sec_area,2), - t=self.section.web_thickness, r_1=self.section.root_radius, - innerwidth=round(self.innerwidth,2) ),get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) - self.report_check.append(t2) - - if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and (len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Web Plate Height Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - if self.preference == "Outside": - - t1 = ( - 'Web Plate Height (mm)', min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, - t_f=self.section.flange_thickness), - web_width_chk_bolt(pref=self.preference, D=self.section.depth, tk=self.flange_plate.thickness_provided,T=self.section.flange_thickness, - R_1=self.section.root_radius, webplatewidth=self.webplatewidth, webclearance=None), - get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) - self.report_check.append(t1) - else: - # self.min_web_plate_height = self.section.min_plate_height() - t1 = ('Web Plate Height (mm)', min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, - t_f=self.section.flange_thickness), - web_width_chk_bolt(pref=self.preference, D=self.section.depth, tk=self.flange_plate.thickness_provided,T=self.section.flange_thickness, - R_1=self.section.root_radius, webplatewidth=self.webplatewidth, - webclearance=self.webclearance), - get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) - self.report_check.append(t1) - - - if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and self.webheight_status == True: - - # if (self.flange_plate_crs_sec_area >= (1.05 * self.flange_crs_sec_area)) and len(self.flange_plate_thickness_possible) != 0 and len(self.web_plate_thickness_possible) != 0 : - t1 = ('SubSection', 'Web Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - t2 = (KEY_DISP_WEBPLATE_THICKNESS, display_prov(self.section.web_thickness/2, "t"),display_prov(self.thick_w, "t_{wp}"),get_pass_fail(self.section.web_thickness/2, self.thick_w, relation="lesser")) - self.report_check.append(t2) - if len(self.web_plate_thickness_possible) != 0 and self.webplatewidth > self.min_web_plate_height: - # if (self.flange_plate_crs_sec_area >= 1.05 * self.flange_crs_sec_area): - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.web_crs_area, 2), - flange_web_area = round( self.Wp,2)), - web_plate_area_prov_bolt(D=self.section.depth, y = self.thick_w, - webwidth = self.min_web_plate_height, - wp_area =round(self.web_plate_crs_sec_area,2),T = self.section.flange_thickness, r_1 = self.section.root_radius), - get_pass_fail(self.Wp, self.web_plate_crs_sec_area, relation="lesser")) - self.report_check.append(t2) - if self.member_capacity_status == True and self.initial_pt_thk_status == True and self.initial_pt_thk_status_web ==True: - t1 = ('SubSection', 'Web Spacing Check', '|p{3.0cm}|p{6.5cm}|p{5 cm}|p{1cm}|') - self.report_check.append(t1) - self.bolt_diameter_min = min(self.bolt.bolt_diameter) - min_gauge =self.web_bolt.min_gauge_round - self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, - self.bolt.bolt_hole_type) - row_limit = "Row~Limit~(r_l) = 2" - row = 2.0 - depth_max = round(self.section.depth - (2*self.section.flange_thickness)- (2*self.webclearance) ,2) - depth = round(2 * self.web_bolt.min_edge_dist_round + min_gauge ,2) - - t6 = (KEY_OUT_DISP_D_MIN, "", display_prov(self.bolt_diameter_min, "d"), '') - self.report_check.append(t6) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt_diameter_min), display_prov(min_gauge, "g", row_limit), "") - self.report_check.append(t2) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), - self.web_bolt.min_edge_dist_round, "") - self.report_check.append(t3) - t3 = (KEY_SPACING, depth_req(self.web_bolt.min_edge_dist_round, min_gauge, row,sec ="beam"), depth_max, - get_pass_fail(depth, depth_max, relation="lesser")) - self.report_check.append(t3) - - t1 = ('SubSection', 'Flange Spacing Check', '|p{3.0cm}|p{6.5cm}|p{5cm}|p{1cm}|') - self.report_check.append(t1) - self.bolt_diameter_min = min(self.bolt.bolt_diameter) - min_gauge =0.0 - self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, - self.bolt.bolt_hole_type) - row_limit = "Row~Limit~(r_l) = 1" - row = 1.0 - depth_max = round((self.section.flange_width/2) - (self.section.web_thickness/2)- self.section.root_radius ,2) - depth = round(2 * self.flange_bolt.min_edge_dist_round ,2) - - t6 = (KEY_OUT_DISP_D_MIN, "", display_prov(self.bolt_diameter_min, "d"), '') - self.report_check.append(t6) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt_diameter_min), display_prov(min_gauge, "g", row_limit), "") - self.report_check.append(t2) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), - self.flange_bolt.min_edge_dist_round, "") - self.report_check.append(t3) - t3 = (KEY_SPACING, depth_req(self.flange_bolt.min_edge_dist_round, self.flange_bolt.min_pitch_round, row,sec ="beam"), depth_max, - get_pass_fail(depth, depth_max, relation="leq")) - self.report_check.append(t3) - - - if self.flange_plate.spacing_status == True: - flange_connecting_plates = [self.flange_plate.thickness_provided, self.section.flange_thickness] - - flange_bolt_shear_capacity_kn = round(self.flange_bolt.bolt_shear_capacity / 1000, 2) - # flange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - flange_bolt_capacity_kn = round(self.flange_bolt.bolt_capacity / 1000, 2) - flange_kb_disp = round(self.flange_bolt.kb, 2) - flange_kh_disp = round(self.flange_bolt.kh, 2) - flange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) - flange_bolt_capacity_red_kn = round(self.flange_plate.bolt_capacity_red / 1000, 2) - if self.initial_pt_thk_status == True: - self.thick_f = self.flange_plate.thickness_provided - self.thick_w = self.web_plate.thickness_provided - else: - self.thick_f = self.max_thick_f - self.thick_w = self.max_thick_w - ########Inner plate##### - innerflange_connecting_plates = [self.flange_plate.thickness_provided, self.section.flange_thickness] - - innerflange_bolt_shear_capacity_kn = round(self.flange_bolt.bolt_shear_capacity / 1000, 2) - - innerflange_bolt_capacity_kn = round(self.flange_bolt.bolt_capacity / 1000, 2) - innerflange_kb_disp = round(self.flange_bolt.kb, 2) - innerflange_kh_disp = round(self.flange_bolt.kh, 2) - innerflange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) - innerflange_bolt_capacity_red_kn = round(self.flange_plate.bolt_capacity_red, 2) - min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - - t1 = ('SubSection', 'Flange Bolt Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", display_prov(self.bolt.bolt_diameter_provided, "d"), '') - - self.report_check.append(t6) - - t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", self.bolt.bolt_grade_provided, '') - self.report_check.append(t8) - t8 = (KEY_DISP_DP_BOLT_FU, "", display_prov(round(self.flange_bolt.bolt_fu, 2), "f_{ub}"), '') - self.report_check.append(t8) - - t8 = (KEY_DISP_DP_BOLT_FY, "", display_prov(round(self.flange_bolt.bolt_fy, 2), "f_{yb}"), '') - self.report_check.append(t8) - - t8 = (KEY_DISP_BOLT_AREA, " ", display_prov(self.flange_bolt.bolt_net_area, "A_{nb}", " Ref~IS~1367-3~(2002)"), '') - self.report_check.append(t8) - t8 = (KEY_DISP_BOLT_HOLE, " ", display_prov(self.flange_bolt.dia_hole, "d_0"), '') - self.report_check.append(t8) - if self.preference == "Outside": - t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), - get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - else: - t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), - display_prov(self.flange_plate.thickness_provided, "t_{ifp}"), - get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, '', display_prov(self.flange_plate.bolt_line, "n_c"), '') - - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', display_prov(self.flange_plate.bolts_one_line, "n_r"), '') - self.report_check.append(t7) - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.flange_plate.pitch_provided, - get_pass_fail(self.flange_bolt.min_pitch, self.flange_plate.pitch_provided, relation='leq')) - self.report_check.append(t1) - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(flange_connecting_plates), - self.flange_plate.pitch_provided, - get_pass_fail(self.flange_bolt.max_spacing, self.flange_plate.pitch_provided, relation='geq')) - self.report_check.append(t1) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.flange_plate.gauge_provided, - get_pass_fail(self.flange_bolt.min_gauge, self.flange_plate.gauge_provided, relation="leq")) - self.report_check.append(t2) - t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(flange_connecting_plates), - self.flange_plate.gauge_provided, - get_pass_fail(self.flange_bolt.max_spacing, self.flange_plate.gauge_provided, relation="geq")) - self.report_check.append(t2) - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.flange_bolt.dia_hole, self.bolt.edge_type), - self.flange_plate.end_dist_provided, - get_pass_fail(self.flange_bolt.min_end_dist, self.flange_plate.end_dist_provided, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='end_dist'), - self.flange_plate.end_dist_provided, - get_pass_fail(self.flange_bolt.max_end_dist, self.flange_plate.end_dist_provided, relation='geq')) - self.report_check.append(t4) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.flange_bolt.dia_hole, self.bolt.edge_type), - self.flange_plate.edge_dist_provided, - get_pass_fail(self.flange_bolt.min_edge_dist, self.flange_plate.edge_dist_provided, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='edge_dist'), - self.flange_plate.edge_dist_provided, - get_pass_fail(self.flange_bolt.max_edge_dist, self.flange_plate.edge_dist_provided, relation="geq")) - self.report_check.append(t4) - - if self.preference == "Outside": - if self.flange_bolt.bolt_type == TYP_BEARING: - flange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 1, - self.flange_bolt.bolt_net_area, - self.flange_bolt.gamma_mb, - flange_bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.flange_plate.end_dist_provided, self.flange_plate.pitch_provided, self.flange_bolt.dia_hole, - self.flange_bolt.bolt_fu, self.flange_bolt.fu_considered), '') - self.report_check.append(t8) - t2 = (KEY_OUT_DISP_FLANGE_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(flange_kb_disp, - self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, - self.flange_bolt.gamma_mb, - flange_bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_FLANGE_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(flange_bolt_shear_capacity_kn, - flange_bolt_bearing_capacity_kn, - flange_bolt_capacity_kn), '') - self.report_check.append(t3) - else: - - t4 = (KEY_OUT_DISP_FLANGE_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, - K_h=flange_kh_disp, - fub=self.flange_bolt.bolt_fu, - Anb=self.flange_bolt.bolt_net_area, - gamma_mf=self.flange_bolt.gamma_mf, - capacity=flange_bolt_capacity_kn), '') - self.report_check.append(t4) - else: - if self.flange_bolt.bolt_type == TYP_BEARING: - innerflange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 2, - self.flange_bolt.bolt_net_area, - self.flange_bolt.gamma_mb, - innerflange_bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.flange_plate.end_dist_provided, self.flange_plate.pitch_provided, - self.flange_bolt.dia_hole, - self.flange_bolt.bolt_fu, self.flange_bolt.fu_considered), '') - self.report_check.append(t8) - t2 = (KEY_OUT_DISP_FLANGE_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(innerflange_kb_disp, - self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, - self.flange_bolt.gamma_mb, - innerflange_bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_FLANGE_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(innerflange_bolt_shear_capacity_kn, - innerflange_bolt_bearing_capacity_kn, - innerflange_bolt_capacity_kn), '') - self.report_check.append(t3) - else: - - t4 = (KEY_OUT_DISP_FLANGE_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=2, - K_h=innerflange_kh_disp, - fub=self.flange_bolt.bolt_fu, - Anb=self.flange_bolt.bolt_net_area, - gamma_mf=self.flange_bolt.gamma_mf, - capacity=innerflange_bolt_capacity_kn), - '') - self.report_check.append(t4) - - # t6 = (DISP_NUM_OF_BOLTS, get_trial_bolts(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), - # bolt_capacity=flange_bolt_capacity_kn, multiple=2,conn ="flange_web"), - # self.flange_plate.bolts_required, '') - # self.report_check.append(t6) - - t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), - long_joint_bolted_beam(self.flange_plate.bolt_line, self.flange_plate.bolts_one_line, - self.flange_plate.pitch_provided, - self.flange_plate.gauge_provided, self.bolt.bolt_diameter_provided, - flange_bolt_capacity_kn, - flange_bolt_capacity_red_kn,'flange',self.flange_plate.end_dist_provided, - self.flange_plate.gap,self.flange_plate.edge_dist_provided, - self.section.web_thickness,self.section.root_radius,conn="beam_beam"), "") - self.report_check.append(t10) - - t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), - cl_10_3_3_2_large_grip_bolted_prov(self.t_sum1, self.flange_bolt.bolt_diameter_provided, - self.flange_plate.beta_lj), "") - self.report_check.append(t10) - - if self.flange_bolt.bolt_type == TYP_BEARING: - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), - bolt_capacity=round( - self.flange_plate.bolt_force / 1000, 2), - bolt_req=self.flange_plate.bolts_required, multiple=2, - conn="flange_web"), - bolt_red_capacity_prov(self.flange_plate.beta_lj, - self.flange_plate.beta_lg, - flange_bolt_capacity_kn, - flange_bolt_capacity_red_kn,"b"), - get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, - relation="lesser")) - self.report_check.append(t5) - else: - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), - bolt_capacity=round( - self.flange_plate.bolt_force / 1000, 2), - bolt_req=self.flange_plate.bolts_required, - multiple=2, - conn="flange_web"), - bolt_red_capacity_prov(self.flange_plate.beta_lj, - self.flange_plate.beta_lg, - flange_bolt_capacity_kn, - flange_bolt_capacity_red_kn, "f"), - get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, - relation="lesser")) - self.report_check.append(t5) - - if self.web_plate.spacing_status == True and self.flange_plate.spacing_status == True: - - ############web variables### - web_connecting_plates = [self.web_plate.thickness_provided, self.section.web_thickness] - web_bolt_shear_capacity_kn = round(self.web_bolt.bolt_shear_capacity / 1000, 2) - # web_bolt_bearing_capacity_kn = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) - web_bolt_capacity_kn = round(self.web_bolt.bolt_capacity / 1000, 2) - web_kb_disp = round(self.web_bolt.kb, 2) - web_kh_disp = round(self.web_bolt.kh, 2) - - web_bolt_force_kn = round(self.web_plate.bolt_force / 1000, 2) - web_bolt_capacity_red_kn = round(self.web_plate.bolt_capacity_red / 1000, 2) - res_force = self.web_plate.bolt_force * self.web_plate.bolt_line * self.web_plate.bolts_one_line - print("res_focce", res_force) - - t1 = ('SubSection', 'Web Bolt Check', '|p{2.5cm}|p{5.6cm}|p{6.4cm}|p{1.5cm}|') - - self.report_check.append(t1) - t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", display_prov(self.bolt.bolt_diameter_provided, "d"), - '') - self.report_check.append(t6) - t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", self.bolt.bolt_grade_provided, '') - self.report_check.append(t8) - t1 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t/2"), - display_prov(self.web_plate.thickness_provided, "t_{wp}"), - get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) - self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, '', display_prov(self.web_plate.bolt_line, "n_c"), '') - - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', display_prov(self.web_plate.bolts_one_line, "n_r"), '') - self.report_check.append(t7) - - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.web_plate.pitch_provided, - get_pass_fail(self.web_bolt.min_pitch, self.web_plate.pitch_provided, relation='leq')) - self.report_check.append(t1) - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(web_connecting_plates), - self.web_plate.pitch_provided, - get_pass_fail(self.web_bolt.max_spacing, self.web_plate.pitch_provided, - relation='geq')) - self.report_check.append(t1) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.web_plate.gauge_provided, - get_pass_fail(self.web_bolt.min_gauge, self.web_plate.gauge_provided, relation="leq")) - self.report_check.append(t2) - t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(web_connecting_plates), - self.web_plate.gauge_provided, - get_pass_fail(self.flange_bolt.max_spacing, self.web_plate.gauge_provided, - relation="geq")) - self.report_check.append(t2) - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.web_bolt.dia_hole, self.bolt.edge_type), - self.web_plate.end_dist_provided, - get_pass_fail(self.web_bolt.min_end_dist, self.web_plate.end_dist_provided, - relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_web_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='end_dist'), - self.web_plate.end_dist_provided, - get_pass_fail(self.web_bolt.max_end_dist, self.web_plate.end_dist_provided, - relation='geq')) - self.report_check.append(t4) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.web_bolt.dia_hole, self.bolt.edge_type), - self.web_plate.edge_dist_provided, - get_pass_fail(self.web_bolt.min_edge_dist, self.web_plate.edge_dist_provided, - relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_web_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='edge_dist'), - self.web_plate.edge_dist_provided, - get_pass_fail(self.web_bolt.max_edge_dist, self.web_plate.edge_dist_provided, - relation="geq")) - self.report_check.append(t4) - - if self.web_bolt.bolt_type == TYP_BEARING: - web_bolt_bearing_capacity_kn = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_WEB_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.web_bolt.bolt_fu, 2, - self.web_bolt.bolt_net_area, - self.web_bolt.gamma_mb, - web_bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.web_plate.end_dist_provided, self.web_plate.pitch_provided, - self.web_bolt.dia_hole, - self.web_bolt.bolt_fu, self.web_bolt.fu_considered), '') - self.report_check.append(t8) - t2 = (KEY_OUT_DISP_WEB_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(web_kb_disp, - self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_web_t_fu_fy, - self.web_bolt.gamma_mb, - web_bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_WEB_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(web_bolt_shear_capacity_kn, - web_bolt_bearing_capacity_kn, - web_bolt_capacity_kn), '') - self.report_check.append(t3) - else: - - t4 = (KEY_OUT_DISP_WEB_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=2, - K_h=web_kh_disp, fub=self.web_bolt.bolt_fu, - Anb=self.web_bolt.bolt_net_area, - gamma_mf=self.web_bolt.gamma_mf, - capacity=web_bolt_capacity_kn), '') - self.report_check.append(t4) - - # t5 = (DISP_NUM_OF_BOLTS, get_trial_bolts(V_u=round(self.fact_shear_load / 1000, 2), - # A_u=(round(self.axial_force_w / 1000, 2)), - # bolt_capacity=web_bolt_capacity_kn, multiple=2,conn="flange_web"), - # self.web_plate.bolts_required, '') - # self.report_check.append(t5) # todo no of bolts - - - t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.web_plate.bolts_one_line - , gauge=self.web_plate.gauge_provided, - ymax=round(self.web_plate.ymax, 2), - xmax=round(self.web_plate.xmax, 2), - bolt_line=self.web_plate.bolt_line, - pitch=self.web_plate.pitch_provided, - length_avail=self.web_plate.length_avail,conn="beam_beam"),'', '') - self.report_check.append(t10) - - t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, moment_demand_req_bolt_force( - shear_load=round(self.fact_shear_load / 1000, 2), - web_moment=round(self.moment_web / 1000000, 2), ecc=self.web_plate.ecc, - moment_demand=round(self.web_plate.moment_demand / 1000000, 2)),'', '') - - self.report_check.append(t10) - - t10 = (KEY_OUT_DISP_BOLT_FORCE, Vres_bolts(bolts_one_line=self.web_plate.bolts_one_line, - ymax=round(self.web_plate.ymax, 2), - xmax=round(self.web_plate.xmax, 2), - bolt_line=self.web_plate.bolt_line, - shear_load=round(self.fact_shear_load / 1000, 2), - axial_load=round(self.axial_force_w / 1000, 2), - moment_demand=round(self.web_plate.moment_demand / 1000000, 2), - r=round(self.web_plate.sigma_r_sq / 1000, 2), - vbv=round(self.web_plate.vbv / 1000, 2), - tmv=round(self.web_plate.tmv / 1000, 2), - tmh=round(self.web_plate.tmh / 1000, 2), - abh=round(self.web_plate.abh / 1000, 2), - vres=round(self.web_plate.bolt_force / 1000, 2),conn = "beam_beam"),'', '') - self.report_check.append(t10) - - t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), - long_joint_bolted_beam(self.web_plate.bolt_line, self.web_plate.bolts_one_line, - self.web_plate.pitch_provided, - self.web_plate.gauge_provided, self.bolt.bolt_diameter_provided, - web_bolt_capacity_kn, - web_bolt_capacity_red_kn,'web',self.web_plate.end_dist_provided, - self.flange_plate.gap,self.web_plate.edge_dist_provided, - self.section.web_thickness,self.section.root_radius,conn="beam_beam"), "") - self.report_check.append(t10) - - t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), - cl_10_3_3_2_large_grip_bolted_prov(self.t_sum2, self.web_bolt.bolt_diameter_provided, - self.web_plate.beta_lj), "") - self.report_check.append(t10) - if self.web_bolt.bolt_type == TYP_BEARING: - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000, 2), - bolt_red_capacity_prov(self.web_plate.beta_lj, - self.web_plate.beta_lg, - web_bolt_capacity_kn, - web_bolt_capacity_red_kn,"b"), - get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, - relation="lesser")) - self.report_check.append(t5) - else: - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000, 2), - bolt_red_capacity_prov(self.web_plate.beta_lj, - self.web_plate.beta_lg, - web_bolt_capacity_kn, - web_bolt_capacity_red_kn,"f"), - get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, - relation="lesser")) - self.report_check.append(t5) - ######Flange plate check#### - if self.select_bolt_dia_status == True: - if self.preference == "Outside": - t1 = ('SubSection', 'Flange Plate Dimension Check - Outside', '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, - min_flange_plate_ht=self.min_plate_height), - self.flange_plate.height, - get_pass_fail(self.min_plate_height, self.flange_plate.height, relation="leq")) - self.report_check.append(t1) - - min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - - t1 = (DISP_MIN_FLANGE_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, - min_end_dist=self.flange_bolt.min_end_dist, - bolt_line=self.flange_plate.bolt_line, - min_length=min_plate_length, - gap=self.flange_plate.gap, sec="beam"), - self.flange_plate.length, - get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) - self.report_check.append(t1) - - t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), - get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - self.Recheck_flange_pt_area_o = (self.flange_plate.height) * \ - self.flange_plate.thickness_provided - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), - flange_web_area=round(self.Ap, 2)), - plate_recheck_area_weld(outerwidth=self.flange_plate.height, - f_tp=self.flange_plate.thickness_provided, conn="flange", - pref="Outside"), - get_pass_fail(self.Ap, self.Recheck_flange_pt_area_o, relation="leq")) - self.report_check.append(t2) - else: - t1 = ('SubSection', 'Flange Plate Dimension Check - Outside/Inside', '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - ####OUTER PLATE#### - t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, - min_flange_plate_ht=self.min_plate_height), - self.flange_plate.height, - get_pass_fail(self.min_plate_height, self.flange_plate.height, relation="leq")) - self.report_check.append(t1) - - min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - - t1 = (DISP_MIN_FLANGE_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, - min_end_dist=self.flange_bolt.min_end_dist, - bolt_line=self.flange_plate.bolt_line, - min_length=min_plate_length, - gap=self.flange_plate.gap, sec="beam"), - self.flange_plate.length, - get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) - self.report_check.append(t1) - ######INNER PLATE - min_inner_height =int((self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2) - min_inner_ht_req =50 - t1 = (DISP_MIN_PLATE_INNERHEIGHT, '>=50', - self.flange_plate.Innerheight, - get_pass_fail(min_inner_ht_req, self.flange_plate.Innerheight, relation="leq")) - self.report_check.append(t1) - - t1 = (DISP_MAX_PLATE_INNERHEIGHT, min_inner_flange_plate_ht_req(beam_width=self.section.flange_width, - web_thickness=self.section.web_thickness, - root_radius=self.section.root_radius, - min_inner_flange_plate_ht=min_inner_height), - self.flange_plate.Innerheight, get_pass_fail(min_inner_height, - self.flange_plate.Innerheight, - relation="geq")) - self.report_check.append(t1) - - min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - - t1 = (DISP_MIN_PLATE_INNERLENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, - min_end_dist=self.flange_bolt.min_end_dist, - bolt_line=self.flange_plate.bolt_line, - min_length=min_plate_length, - gap=self.flange_plate.gap, sec="beam"), - self.flange_plate.length, - get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) - self.report_check.append(t1) - - t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), - display_prov(self.flange_plate.thickness_provided, "t_{ifp}"), - get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - self.Recheck_flange_pt_area_oi = (self.flange_plate.height + (2 * self.flange_plate.Innerheight)) * \ - self.flange_plate.thickness_provided - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), - flange_web_area=round(self.Ap, 2)), - plate_recheck_area_weld(outerwidth=self.flange_plate.height, - innerwidth=self.flange_plate.Innerheight, - f_tp=self.flange_plate.thickness_provided, t_wp=None, conn="flange", - pref="Outside+Inside"), - get_pass_fail(self.Ap, self.Recheck_flange_pt_area_oi, relation="leq")) - self.report_check.append(t2) - - ################ - if self.select_bolt_dia_status == True: - self.min_web_plate_height = round(self.section.min_plate_height(), 2) - t1 = ('SubSection', 'Web Plate Dimension Check', '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_WEB_PLATE_HEIGHT, min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, - t_f=self.section.flange_thickness), - self.web_plate.height, - get_pass_fail(self.min_web_plate_height, self.web_plate.height, relation="leq")) - self.report_check.append(t1) - - min_plate_length = 2 * (((self.web_plate.bolt_line / 2 - 1) * self.web_bolt.min_pitch) + ( - 2 * self.web_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - - t1 = (DISP_MIN_WEB_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.web_bolt.min_pitch, - min_end_dist=self.web_bolt.min_end_dist, - bolt_line=self.web_plate.bolt_line, - min_length=min_plate_length, - gap=self.flange_plate.gap, sec="beam"), - self.web_plate.length, - get_pass_fail(min_plate_length, self.web_plate.length, relation="leq")) - self.report_check.append(t1) - t1 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t/2"), - display_prov(self.web_plate.thickness_provided, "t_{wp}"), - get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) - self.report_check.append(t1) - self.Recheck_web_pt_area_o = (2 * self.web_plate.height) * \ - self.web_plate.thickness_provided - t2 = (KEY_DISP_AREA_CHECK, plate_area_req(round(self.web_crs_area, 2), - flange_web_area=round(self.Wp, 2)), - plate_recheck_area_weld(outerwidth=self.web_plate.height, innerwidth=None, - f_tp=None, t_wp=self.web_plate.thickness_provided, conn="web", - pref=None), - get_pass_fail(self.Wp, self.Recheck_web_pt_area_o, relation="leq")) - self.report_check.append(t2) - - - ################### - # Member Capacities - ################### - ### Flange Check ### - if self.get_plate_details_status ==True: - t1 = ('SubSection', 'Member Check', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - - t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, '', cl_6_2_tension_yield_capacity_member(self.section.flange_width, - self.section.flange_thickness, - self.section.fy, gamma_m0, - round( - self.section.tension_yielding_capacity / 1000, - 2)), '') - self.report_check.append(t1) - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE, '', cl_6_3_1_tension_rupture_plate(w_p=self.section.flange_width, - t_p=self.section.flange_thickness, - n_c=self.flange_plate.bolts_one_line, - d_o=self.flange_bolt.dia_hole, - fu=self.section.fu, gamma_m1=gamma_m1, - T_dn=round( - self.section.tension_rupture_capacity / 1000, - 2)), '') - - self.report_check.append(t1) - - t6 = ( - KEY_DISP_BLOCKSHEARCAP_FLANGE, '', cl_6_4_blockshear_capacity_member(Tdb=round(self.section.block_shear_capacity / 1000, 2)), '') - self.report_check.append(t6) - - t1 = (KEY_DISP_FLANGE_TEN_CAPACITY, display_prov(round(self.flange_force / 1000, 2), "F_f"), - - cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity / 1000, 2), - round(self.section.tension_rupture_capacity / 1000, 2), - round(self.section.block_shear_capacity / 1000, 2)), - get_pass_fail(round(self.flange_force / 1000, 2), round(self.section.tension_capacity_flange / 1000, 2), - relation="lesser")) - self.report_check.append(t1) - - ### web Check ### - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - # A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness - webheight = round((self.section.depth - 2 * self.section.flange_thickness),2) - t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, '', cl_6_2_tension_yield_capacity_member(webheight, - self.section.web_thickness, - self.section.fy, gamma_m0, - round( - self.section.tension_yielding_capacity_web / 1000, - 2)), '') - self.report_check.append(t1) - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = (KEY_DISP_TENSIONRUPTURECAP_WEB, '', cl_6_3_1_tension_rupture_plate(w_p=webheight, - t_p=self.section.web_thickness, - n_c=self.web_plate.bolts_one_line, - d_o=self.web_bolt.dia_hole, - fu=self.section.fu, gamma_m1=gamma_m1, - T_dn=round( - self.section.tension_rupture_capacity_web / 1000, - 2)), '') - self.report_check.append(t1) - - t1 = ( - KEY_DISP_BLOCKSHEARCAP_WEB, '', cl_6_4_blockshear_capacity_member(Tdb=round(self.section.block_shear_capacity_web / 1000, 2)), '') - - self.report_check.append(t1) - - t1 = (KEY_DISP_WEB_TEN_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), - - cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity_web / 1000, 2), - round(self.section.tension_rupture_capacity_web / 1000, 2), - round(self.section.block_shear_capacity_web / 1000, 2)), - get_pass_fail(round(self.axial_force_w / 1000, 2), round(self.section.tension_capacity_web / 1000, 2), - relation="lesser")) - self.report_check.append(t1) - ################### - # Flange plate Capacities check - ################### - if self.flange_check_axial_status == True: - if self.preference == "Outside": - - t1 = ('SubSection', 'Flange Plate Capacity Check for Axial Load - Outside', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - - t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(self.flange_plate.height, - self.flange_plate.thickness_provided, - self.flange_plate.fy, gamma_m0, - round( - self.flange_plate.tension_yielding_capacity / 1000, - 2)), '') - self.report_check.append(t1) - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE, '', cl_6_3_1_tension_rupture_plate(w_p=self.flange_plate.height, - t_p=self.flange_plate.thickness_provided, - n_c=self.flange_plate.bolts_one_line, - d_o=self.flange_bolt.dia_hole, - fu=self.flange_plate.fu, - gamma_m1=gamma_m1, - T_dn=round( - self.flange_plate.tension_rupture_capacity / 1000, - 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.flange_plate.block_shear_capacity / 1000, 2)), '') - - self.report_check.append(t1) - - t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), - cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), - round(self.flange_plate.tension_rupture_capacity / 1000, 2), - round(self.flange_plate.block_shear_capacity / 1000, 2)), - get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), - relation="lesser")) - self.report_check.append(t1) - else: - t1 = ( - 'SubSection', 'Flange Plate Capacity Check for Axial Load - Outside/Inside ', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - total_height = self.flange_plate.height + (2 * self.flange_plate.Innerheight) - - t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(total_height, - self.flange_plate.thickness_provided, - self.flange_plate.fy, gamma_m0, - round( - self.flange_plate.tension_yielding_capacity / 1000, - 2)), '') - self.report_check.append(t1) - - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE, '', cl_6_3_1_tension_rupture_plate(w_p=total_height, - t_p=self.flange_plate.thickness_provided, - n_c=self.flange_plate.bolts_one_line, - d_o=self.flange_bolt.dia_hole, - fu=self.flange_plate.fu, - gamma_m1=gamma_m1, - T_dn=round( - self.flange_plate.tension_rupture_capacity / 1000, - 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.flange_plate.block_shear_capacity / 1000, 2)), '') - - self.report_check.append(t1) - - t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), - cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), - round(self.flange_plate.tension_rupture_capacity / 1000, 2), - round(self.flange_plate.block_shear_capacity / 1000, 2)), - get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), - relation="lesser")) - self.report_check.append(t1) - - ################### - # Web plate Capacities check axial - ################### - if self.flange_plate_check_status == True and self.web_axial_check_status == True: - t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - - t1 = (KEY_DISP_TENSION_YIELDCAPACITY_WEB_PLATE, '', cl_6_2_tension_yield_capacity_member(self.web_plate.height, - self.web_plate.thickness_provided, - self.web_plate.fy, - gamma_m0, - round(self.web_plate.tension_yielding_capacity / 1000, - 2), 2), '') - - self.report_check.append(t1) - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = (KEY_DISP_TENSION_RUPTURECAPACITY_WEB_PLATE, '', cl_6_3_1_tension_rupture_plate(self.web_plate.height, - self.web_plate.thickness_provided, - self.web_plate.bolts_one_line, - self.web_bolt.dia_hole, - self.web_plate.fu, gamma_m1, - round( - self.web_plate.tension_rupture_capacity / 1000, - 2), 2), '') - - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity / 1000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_WEB_PLATE_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), - cl_6_1_tension_capacity_member(round(self.web_plate.tension_yielding_capacity / 1000, 2), - round(self.web_plate.tension_rupture_capacity / 1000, 2), - round(self.web_plate.block_shear_capacity / 1000, 2)), - get_pass_fail(round(self.axial_force_w / 1000, 2), - round(self.web_plate.tension_capacity_web_plate / 1000, 2), - relation="lesser")) - self.report_check.append(t1) - - ################### - - # Web plate Capacities check Shear - ################### - if self.web_plate_axial_check_status == True: - t1 = ('SubSection', 'Web Plate Capacity Checks for Shear Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE, '', cl_8_4_shear_yielding_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, - self.web_plate.fy, gamma_m0, - round(self.web_plate.shear_yielding_capacity / 1000/0.6, 2), 2), '') - self.report_check.append(t1) - - initial_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000 /0.6, 2) - reduced_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000, 2) - t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), - get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) - self.report_check.append(t1) - if self.shear_yielding_status == True: - t1 = (KEY_DISP_SHEARRUPTURECAP_WEB_PLATE, '', AISC_J4_shear_rupture_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, - self.web_plate.bolts_one_line ,self.web_bolt.dia_hole, - self.web_plate.fu, - round(self.web_plate.shear_rupture_capacity / 1000, 2), - gamma_m1,2), '') - - self.report_check.append(t1) - - t1 = (KEY_DISP_BLOCKSHEARCAP_WEB_PLATE, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity_shear / 1000, 2), stress ="shear"), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE, '', - - cl_8_4_shear_capacity_member(round(self.web_plate.shear_yielding_capacity / 1000, 2), - round(self.web_plate.shear_rupture_capacity / 1000, 2), - round(self.web_plate.block_shear_capacity_shear/ 1000, 2)), - get_pass_fail(round(self.fact_shear_load / 1000, 2), - round(self.web_plate.shear_capacity_web_plate / 1000, 2),relation="lesser")) - self.report_check.append(t1) - - # red_shear_capacity = round(self.web_plate.shear_capacity_web_plate / 1000, 2) - # t1 = (KEY_DISP_ALLOW_SHEAR,display_prov(round(self.fact_shear_load / 1000, 2), "V_u"), - # allow_shear_capacity(round(self.web_plate.shear_capacity_web_plate / 1000/0.6, 2), round(red_shear_capacity,2)), - # get_pass_fail(round(self.fact_shear_load / 1000, 2), - # round(self.web_plate.shear_capacity_web_plate / 1000, 2),relation="lesser")) - # self.report_check.append(t1) - - Disp_2d_image = [] - Disp_3D_image = "/ResourceFiles/images/3d.png" - - #config = configparser.ConfigParser() - #config.read_file(open(r'Osdag.config')) - #desktop_path = config.get("desktop_path", "path1") - #print("desk:", desktop_path) - print(sys.path[0]) - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - - fname_no_ext = popup_summary['filename'] - - - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - -# def save_latex(self, uiObj, Design_Check, reportsummary, filename, rel_path, Disp_3d_image): diff --git a/design_type/connection/cleat_angle_connection.py b/design_type/connection/cleat_angle_connection.py deleted file mode 100644 index fc3cc6015..000000000 --- a/design_type/connection/cleat_angle_connection.py +++ /dev/null @@ -1,1630 +0,0 @@ -from design_type.connection.shear_connection import ShearConnection -from utils.common.component import * -from utils.common.component import Bolt, Plate, Weld -from Common import * -import sys -from Report_functions import * -from design_report.reportGenerator_latex import CreateLatex -from utils.common.load import Load -import logging - -class CleatAngleConnection(ShearConnection): - - def __init__(self): - super(CleatAngleConnection, self).__init__() - self.sptd_leg_length = 0.0 - self.sptIng_leg_length = 0.0 - self.design_status = False - self.key = [] - self.logs = [] - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) - tabs.append(t1) - - t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) - tabs.append(t1) - - t6 = (DISP_TITLE_CLEAT, TYPE_TAB_1, self.tab_angle_section) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - change_tab = [] - - t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], - TYPE_TEXTBOX, self.get_fu_fy_I_section_suptng) - change_tab.append(t1) - - t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], - TYPE_TEXTBOX, self.get_fu_fy_I_section_suptd) - change_tab.append(t2) - - t5 = (DISP_TITLE_CLEAT, ['Label_1', 'Label_2','Label_3'], - ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', - 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', KEY_IMAGE], - TYPE_TEXTBOX, self.get_Angle_sec_properties) - change_tab.append(t5) - - t6 = (DISP_TITLE_CLEAT, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], - [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', 'Label_7', - 'Label_8', 'Label_9','Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', - 'Label_18','Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23','Label_24', KEY_IMAGE], TYPE_TEXTBOX, - self.get_new_angle_section_properties) - change_tab.append(t6) - - - t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t4) - - t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t7) - - t8 = (DISP_TITLE_CLEAT, [KEY_ANGLE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t8) - - return change_tab - - def input_dictionary_design_pref(self): - design_input = [] - t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) - design_input.append(t1) - - # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) - # design_input.append(t1) - - t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) - design_input.append(t2) - - # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) - # design_input.append(t2) - t2 = (DISP_TITLE_CLEAT, TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - return design_input - - def input_dictionary_without_design_pref(self): - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - """ - - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - - add_buttons = [] - - t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_1, "Columns") - add_buttons.append(t1) - - t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_2, "Beams") - add_buttons.append(t1) - - t2 = (KEY_DISP_BEAMSEC, KEY_SUPTDSEC, TYPE_COMBOBOX, KEY_SUPTDSEC, None, None, "Beams") - add_buttons.append(t2) - - t2 = (DISP_TITLE_CLEAT, KEY_ANGLE_LIST, TYPE_COMBOBOX_CUSTOMIZED, KEY_ANGLE_SELECTED, None, None, "Angles") - add_buttons.append(t2) - - return add_buttons - - #################################### - # Design Preference Functions End - #################################### - - def input_values(self): - - self.module = KEY_DISP_CLEATANGLE - - options_list = [] - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN, True, 'No Validator') - options_list.append(t2) - - t3 = (KEY_IMAGE, None, TYPE_IMAGE, './ResourceFiles/images/fin_cf_bw.png', True, 'No Validator') - options_list.append(t3) - - t4 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUES_COLSEC, True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUES_BEAMSEC, True, 'No Validator') - options_list.append(t5) - - t6 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t6) - - t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t7) - - t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') - options_list.append(t12) - - t13 = (None, DISP_TITLE_CLEAT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t13) - - t15 = (KEY_ANGLE_LIST, KEY_DISP_CLEATSEC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ANGLESEC, True, 'No Validator') - options_list.append(t15) - - t16 = (KEY_MODULE, KEY_DISP_CLEATANGLE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - return options_list - - @staticmethod - def cleatsec_customized(): - a = VALUES_CLEAT_CUSTOMIZED - return a - - # @staticmethod - # def diam_bolt_customized(): - # c = connectdb1() - # if "36" in c: c.remove("36") - # return c - - def customized_input(self): - - list1 = [] - t1 = (KEY_GRD, self.grdval_customized) - list1.append(t1) - t2 = (KEY_ANGLE_LIST, self.cleatsec_customized) - list1.append(t2) - t3 = (KEY_D, self.diam_bolt_customized) - list1.append(t3) - return list1 - - def fn_conn_suptngsec_lbl(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return KEY_DISP_COLSEC - elif conn in VALUES_CONN_2: - return KEY_DISP_PRIBM - else: - return '' - - def fn_conn_suptdsec_lbl(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return KEY_DISP_BEAMSEC - elif conn in VALUES_CONN_2: - return KEY_DISP_SECBM - else: - return '' - - def fn_conn_suptngsec(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return VALUES_COLSEC - elif conn in VALUES_CONN_2: - return VALUES_PRIBM - else: - return [] - - def fn_conn_suptdsec(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return VALUES_BEAMSEC - elif conn in VALUES_CONN_2: - return VALUES_SECBM - else: - return [] - - def fn_conn_image(self): - - conn = self[0] - if conn == VALUES_CONN[0]: - return './ResourceFiles/images/fin_cf_bw.png' - elif conn == VALUES_CONN[1]: - return './ResourceFiles/images/fin_cw_bw.png' - elif conn in VALUES_CONN_2: - return './ResourceFiles/images/fin_beam_beam.png' - else: - return '' - - def input_value_changed(self): - - lst = [] - - t1 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_LABEL, self.fn_conn_suptngsec_lbl) - lst.append(t1) - - t2 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_COMBOBOX, self.fn_conn_suptngsec) - lst.append(t2) - - t3 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_LABEL, self.fn_conn_suptdsec_lbl) - lst.append(t3) - - t4 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_COMBOBOX, self.fn_conn_suptdsec) - lst.append(t4) - - t5 = ([KEY_CONN], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) - lst.append(t5) - - t6 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) - lst.append(t6) - - return lst - - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('Cleat Angle', self.call_3DCleat) - components.append(t4) - - return components - - def call_3DCleat(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Cleat Angle': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("cleatAngle", bgcolor) - - def output_values(self, flag): - """ - Function to return a list of tuples to be displayed as the UI.(Output Dock) - """ - - # @author: Umair - - out_list = [] - """""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Cleat Angle Properties: Start """ - - t20 = (None, DISP_OUT_TITLE_CLEAT, TYPE_TITLE, None, True) - out_list.append(t20) - - t21 = (KEY_OUT_CLEAT_SECTION, KEY_OUT_DISP_CLEAT_SECTION, TYPE_TEXTBOX, self.cleat.designation if flag else '', True) - out_list.append(t21) - - t15 = (KEY_OUT_CLEAT_HEIGHT, KEY_OUT_DISP_CLEAT_HEIGHT, TYPE_TEXTBOX, self.sptd_leg.height if flag else '', True) - out_list.append(t15) - - t17 = (KEY_OUT_CLEAT_SHEAR, KEY_DISP_SHEAR_YLD, TYPE_TEXTBOX, round(self.sptd_leg.cleat_shear_capacity / 1000, 2) if flag else '', True) - out_list.append(t17) - - t18 = (KEY_OUT_CLEAT_BLK_SHEAR, KEY_DISP_BLK_SHEAR, TYPE_TEXTBOX, round(self.sptd_leg.block_shear_capacity / 1000, 2) if flag else '', True) - out_list.append(t18) - - t19 = (KEY_OUT_CLEAT_MOM_DEMAND, KEY_DISP_MOM_DEMAND, TYPE_TEXTBOX, round(self.sptd_leg.moment_demand / 1000000, 2) if flag else '', True) - out_list.append(t19) - # - t20 = (KEY_OUT_CLEAT_MOM_CAPACITY, KEY_DISP_MOM_CAPACITY, TYPE_TEXTBOX, round(self.sptd_leg.cleat_moment_capacity / 1000000, 2) if flag else '', True) - out_list.append(t20) - - """ Cleat Angle Properties: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Bolt Properties: Start """ - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_diameter_provided if flag else '', True) - out_list.append(t2) - - t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_PC_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_PC_provided if flag else '', True) - out_list.append(t3) - - """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Bolt Properties- Supported leg: Start """ - - t4 = (None, DISP_OUT_TITLE_SPTDLEG, TYPE_TITLE, None, True) - out_list.append(t4) - - t9 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.sptd_leg.bolt_line if flag else '', True) - out_list.append(t9) - - t10 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.sptd_leg.bolts_one_line if flag else '', True) - out_list.append(t10) - - t8 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.sptd_leg.bolt_force / 1000, 2) if flag else '', True) - out_list.append(t8) - - t6 = (KEY_OUT_BOLT_CAPACITY_SPTD, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_sptd if flag else '', True) - out_list.append(t6) - - t3_2 = (KEY_OUT_BOLT_IR_DETAILS_SPTD, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details_supported], True) - out_list.append(t3_2) - - t11 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) - out_list.append(t11) - - """ Bolt Properties- Supported leg: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Bolt Properties- Supporting leg: Start """ - - t12 = (None, DISP_OUT_TITLE_SPTINGLEG, TYPE_TITLE, None, True) - out_list.append(t12) - - t17 = (KEY_OUT_SPTING_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.spting_leg.bolt_line if flag else '', True) - out_list.append(t17) - - t18 = (KEY_OUT_SPTING_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.spting_leg.bolts_one_line if flag else '', True) - out_list.append(t18) - - t16 = (KEY_OUT_SPTING_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.spting_leg.bolt_force / 1000, 2) if flag else '', True) - out_list.append(t16) - - t6 = (KEY_OUT_BOLT_CAPACITY_SPTING, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_spting if flag else '', True) - out_list.append(t6) - - t3_2 = (KEY_OUT_BOLT_IR_DETAILS_SPTING, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details_suporting], True) - out_list.append(t3_2) - - t19 = (KEY_OUT_SPTING_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spting_spacing], True) - out_list.append(t19) - - """ Bolt Properties- Supporting leg: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""""" - - return out_list - - def bolt_capacity_details_supported(self, flag): - - bolt_details_sptd = [] - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, round(self.bolt.bolt_shear_capacity/1000,2) if flag else '', True) - bolt_details_sptd.append(t4) - - bolt_bearing_capacity_disp = '' - if flag is True: - print("wats this",self.bolt.bolt_bearing_capacity) - if self.bolt.bolt_bearing_capacity != 'N/A': - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - else: - bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - bolt_details_sptd.append(t5) - - t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, round(self.beta_lj_sptd, 3) if flag else 'N/A', True) - bolt_details_sptd.append(t5_1) - - t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, round(self.beta_lg_sptd, 3) if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - bolt_details_sptd.append(t5_2) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_sptd if flag else '', True) - bolt_details_sptd.append(t6) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, round(self.sptd_leg.bolt_force / 1000, 2) if flag else '', True) - bolt_details_sptd.append(t21) - - return bolt_details_sptd - - def bolt_capacity_details_suporting(self, flag): - - bolt_details_spting = [] - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, round(self.bolt2.bolt_shear_capacity / 1000, 2) if flag else '', True) - bolt_details_spting.append(t4) - - bolt_bearing_capacity_disp = '' - if flag is True: - if self.bolt.bolt_bearing_capacity != 'N/A': - bolt_bearing_capacity_disp = round(self.bolt2.bolt_bearing_capacity / 1000, 2) - else: - bolt_bearing_capacity_disp = self.bolt2.bolt_bearing_capacity - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - bolt_details_spting.append(t5) - - t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, round(self.beta_lj_spting, 3) if flag else 'N/A', True) - bolt_details_spting.append(t5_1) - - t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, round(self.beta_lg_spting, 3) if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - bolt_details_spting.append(t5_2) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_spting if flag else '', True) - bolt_details_spting.append(t6) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, round(self.spting_leg.bolt_force / 1000, 2) if flag else '', True) - bolt_details_spting.append(t21) - - return bolt_details_spting - - def spacing(self, status): - - spacing = [] - - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") - spacing.append(t00) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/cleat_beam.png', 400, 277, ""]) # [image, width, height, caption] - spacing.append(t99) - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.sptd_leg.gauge_provided if status else '') - spacing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.sptd_leg.edge_dist_provided if status else '') - spacing.append(t10) - - gauge1 = (max(self.cleat.thickness + self.cleat.root_radius, self.sptd_leg.gap) + self.sptd_leg.end_dist_provided) - - t11 = (KEY_OUT_GAUGE1, KEY_OUT_DISP_GAUGE1, TYPE_TEXTBOX, gauge1 if status else '') - spacing.append(t11) - - t11 = (KEY_OUT_GAUGE2, KEY_OUT_DISP_GAUGE2, TYPE_TEXTBOX, self.sptd_leg.pitch_provided if status else '') - spacing.append(t11) - - edge = (self.cleat.leg_a_length - self.sptd_leg.pitch_provided * (self.sptd_leg.bolt_line - 1) - gauge1) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, edge if status else '') - spacing.append(t12) - - return spacing - - def spting_spacing(self, status): - - spting_spacing = [] - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") - spting_spacing.append(t00) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/cleat.png', 400, 277, ""]) # [image, width, height, caption] - spting_spacing.append(t99) - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.spting_leg.gauge_provided if status else '') - spting_spacing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.spting_leg.edge_dist_provided if status else '') - spting_spacing.append(t10) - - gauge1 = (self.cleat.thickness + self.cleat.root_radius + self.spting_leg.end_dist_provided) - - t11 = (KEY_OUT_GAUGE1, KEY_OUT_DISP_GAUGE1, TYPE_TEXTBOX, gauge1 if status else '') - spting_spacing.append(t11) - - t11 = (KEY_OUT_GAUGE2, KEY_OUT_DISP_GAUGE2, TYPE_TEXTBOX, self.spting_leg.pitch_provided if status else '') - spting_spacing.append(t11) - - edge = (self.cleat.leg_a_length - self.spting_leg.pitch_provided * (self.spting_leg.bolt_line - 1) - gauge1) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, edge if status else '') - spting_spacing.append(t12) - - return spting_spacing - - def set_osdaglogger(self, key): - - """ - Function to set Logger for FinPlate Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_CLEATANGLE - - # def set_input_values(self, design_dictionary): - # return super().set_input_values(design_dictionary) - - def set_input_values(self, design_dictionary): - print(design_dictionary) - - super().set_input_values(design_dictionary) - self.module = design_dictionary[KEY_MODULE] - self.cleat_list = design_dictionary[KEY_ANGLE_LIST] - self.cleat_material_grade = design_dictionary[KEY_CONNECTOR_MATERIAL] - print(self.cleat_list) - self.bolt2 = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], - bolt_type=design_dictionary[KEY_TYP], - bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], - edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], - mu_f=design_dictionary.get(KEY_DP_BOLT_SLIP_FACTOR, None), - corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], - bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) - - self.sptd_leg = Plate(material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL],gap=design_dictionary[KEY_DP_DETAILING_GAP]) - self.spting_leg = Plate(material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL],gap=design_dictionary[KEY_DP_DETAILING_GAP]) - - # logger.info("Input values are set. Checking if angle of required thickness is available") - - self.check_available_cleat_thk() - - def check_available_cleat_thk(self): - self.thickness_list = [] - self.cleat_list_thk = [] - self.leg_lengths = [] - min_thickness = self.supported_section.web_thickness / 2 - if self.connectivity == VALUES_CONN_1[0]: - self.available_length = (self.supporting_section.flange_width - self.supported_section.web_thickness )/2 - elif self.connectivity == VALUES_CONN_1[1]: - self.available_length = (self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - - 2 * self.supporting_section.root_radius - self.supported_section.web_thickness) / 2 - else: - self.available_length = math.inf - - for designation in self.cleat_list: - cleat = Angle(designation=designation, material_grade=self.cleat_material_grade) - if cleat.thickness*2 >= self.supported_section.web_thickness and cleat.leg_a_length <= self.available_length: - self.cleat_list_thk.append(designation) - print("added", designation) - print(self.cleat_list_thk) - else: - if cleat.thickness not in self.thickness_list: - self.thickness_list.append(cleat.thickness) - print("added", designation, self.thickness_list) - if cleat.leg_a_length not in self.leg_lengths: - self.leg_lengths.append(cleat.leg_a_length) - print("added", designation, self.leg_lengths) - - # self.cleat_list_leg = [] - if self.cleat_list_thk: - # logger.info("Required cleat thickness available. Doing preliminary member checks") - self.member_capacity() - else: - if self.connectivity in VALUES_CONN_1: - logger.error("Cleat Angle should have minimum thickness of {} and maximum leg length of {}." - .format(min_thickness,round(self.available_length,2))) - self.logs.append({"msg":"Cleat Angle should have minimum thickness of {} and maximum leg length of {}." - .format(min_thickness,round(self.available_length,2))}) - else: - logger.error( - "Cleat Angle should have minimum thickness of %2.2f." % min_thickness) - self.logs.append({"msg":"Cleat Angle should have minimum thickness of %2.2f." % min_thickness}) - def member_capacity(self): - super(CleatAngleConnection, self).member_capacity() - self.supported_section.low_shear_capacity = round(0.6 * self.supported_section.shear_yielding_capacity, 2) - - if self.supported_section.low_shear_capacity / 1000 > self.load.shear_force and \ - self.supporting_section.tension_yielding_capacity / 1000 > self.load.axial_force: - - if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0): - logger.warning(" : User input for shear force is very less compared to section capacity. " - "Setting Shear Force value to 15% of supported beam shear capacity or 40kN, whichever is less.") - self.logs.append({"msg":" : User input for shear force is very less compared to section capacity. Setting Shear Force value to 15% of supported beam shear capacity or 40kN, whichever is less."}) - self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0) - - print("preliminary member check is satisfactory. Checking available Bolt Diameters") - self.supported_section.design_status = True - self.select_bolt_dia_beam() - - else: - self.design_status = False - logger.warning( - " : The shear yielding capacity (low shear case) {} and/or tension yielding capacity {} is less " - "than the applied load. Define a large/larger section(s) or decrease the load." - .format(round(self.supported_section.low_shear_capacity / 1000, 2), - round(self.supported_section.tension_yielding_capacity / 1000, 2))) - print( - "The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") - - def select_bolt_dia_beam(self): - - self.output = [] - self.beta_lj_sptd = 1.0 - self.beta_lg_sptd = 1.0 - trial = 0 - - self.min_plate_height = self.supported_section.min_plate_height() - print(self.min_plate_height, "is min height") - self.max_plate_height = self.supported_section.max_plate_height(self.connectivity, - self.supported_section.notch_ht) - - - - for self.cleatangle in self.cleat_list_thk: - self.cleat = Angle(designation=self.cleatangle, material_grade=self.cleat_material_grade) - # self.sptd_leg.thickness_provided = self.cleat.thickness - bolts_required_previous = 2 - self.bolt.bolt_PC_provided = self.bolt.bolt_grade[-1] - count = 0 - - self.sptd_bolt_conn_plates_t_fu_fy = [] - self.sptd_bolt_conn_plates_t_fu_fy.append((2*self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) - self.sptd_bolt_conn_plates_t_fu_fy.append((self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) - - """ - # while considering eccentricity, distance from bolt line to supporting member will be, - # end_dist+gap or end_dist+root_radius+cleat_thickness, whichever is maximum - # - """ - - self.end_to_sptd = max(self.sptd_leg.gap, self.cleat.thickness + self.cleat.root_radius) - - for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) - - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, - n_planes=2) - print("Suptd bolt capacity: ", self.bolt.bolt_capacity) - - self.l_j_sptd = self.sptd_leg.gauge_provided * (self.sptd_leg.bolts_one_line - 1) - self.t_sum_sptd = self.supported_section.web_thickness + 2 * self.cleat.thickness - - self.beta_lj_sptd = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, - self.l_j_sptd) - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg_sptd = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, - self.t_sum_sptd, self.l_j_sptd) - else: - self.beta_lg_sptd = 1.0 - print(self.min_plate_height,"is another min_height") - self.sptd_leg.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, - web_plate_h_min=self.min_plate_height, - web_plate_h_max=self.max_plate_height, - bolt_capacity=self.bolt.bolt_capacity, - min_edge_dist=self.bolt.min_edge_dist_round, - min_gauge=self.bolt.min_gauge_round, - max_spacing=self.bolt.max_spacing_round, - max_edge_dist=self.bolt.max_edge_dist_round, - shear_load=self.load.shear_force * 1000, - gap=self.end_to_sptd, - shear_ecc=True, bolt_line_limit=2, - beta_lg=self.beta_lg_sptd) - # if self.connectivity in VALUES_CONN_1: - if self.bolt.bolt_type == TYP_BEARING: - if 8 * self.bolt.bolt_diameter_provided < self.t_sum_sptd: - self.sptd_leg.grip_status = False - self.sptd_leg.design_status = False - if self.sptd_leg.length > self.cleat.leg_a_length or self.sptd_leg.design_status == False or self.sptd_leg.grip_status == False: - self.sptd_leg.design_status = False - count = 0 - continue - else: - # self.cleat_angle_check(self) - self.sptd_leg.design_status = True - print(1, self.sptd_leg.bolt_force, self.bolt.bolt_capacity, self.bolt.bolt_diameter_provided, - self.sptd_leg.bolts_required, self.sptd_leg.bolts_one_line) - if self.sptd_leg.design_status is True: - if self.sptd_leg.bolts_required > bolts_required_previous and count >= 1: - self.bolt.bolt_diameter_provided = bolt_dia_previous - self.sptd_leg.length = length_previous - self.sptd_leg.height = height_previous - self.sptd_leg.bolt_line = bolt_line_previous - self.sptd_leg.bolts_one_line = bolts_one_line_previous - self.sptd_leg.bolts_required = bolts_required_previous - self.sptd_leg.bolt_capacity_red = bolt_capacity_red_previous - self.sptd_leg.bolt_force = vres_previous - self.sptd_leg.moment_demand = moment_demand_previous - self.sptd_leg.pitch_provided = pitch_previous - self.sptd_leg.gauge_provided = gauge_previous - self.sptd_leg.edge_dist_provided = edge_dist_previous - self.sptd_leg.end_dist_provided = end_dist_previous - self.beta_lj_sptd = beta_lj_sptd_previous - self.beta_lg_sptd = beta_lg_sptd_previous - break - bolt_dia_previous = self.bolt.bolt_diameter_provided - length_previous = self.sptd_leg.length - height_previous = self.sptd_leg.height - bolt_line_previous = self.sptd_leg.bolt_line - bolts_one_line_previous = self.sptd_leg.bolts_one_line - bolts_required_previous = self.sptd_leg.bolts_required - bolt_capacity_red_previous = self.sptd_leg.bolt_capacity_red - vres_previous = self.sptd_leg.bolt_force - moment_demand_previous = self.sptd_leg.moment_demand - pitch_previous = self.sptd_leg.pitch_provided - gauge_previous = self.sptd_leg.gauge_provided - edge_dist_previous = self.sptd_leg.edge_dist_provided - end_dist_previous = self.sptd_leg.end_dist_provided - beta_lj_sptd_previous = self.beta_lj_sptd - beta_lg_sptd_previous = self.beta_lg_sptd - - count += 1 - else: - pass - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) - - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, - n_planes=2) - if self.sptd_leg.length <= self.cleat.leg_a_length and self.sptd_leg.design_status == True: - # self.spting_leg.end_dist_provided = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ - # self.spting_leg.end_dist_provided - self.sptd_leg.cleat_angle_check(self.sptd_leg.height, self.cleat.thickness, self.sptd_leg.bolts_one_line, - self.sptd_leg.bolt_line, self.sptd_leg.gauge_provided, - self.sptd_leg.edge_dist_provided, self.sptd_leg.pitch_provided, - self.sptd_leg.end_dist_provided, self.bolt.dia_hole, self.sptd_leg.fu, - self.sptd_leg.fy, self.sptd_leg.moment_demand, self.max_plate_height, - self.load.shear_force * 1000) - print("supd_des_st:", self.sptd_leg.design_status) - else: - # if self.sptd_leg.reason == "": - # self.sptd_leg.reason = (": Req leg length is {} and Available width on flange side is {}" - # .format(self.sptd_leg.length, self.cleat.leg_a_length)) - self.sptd_leg.design_status = False - - if self.sptd_leg.design_status is False: - self.design_status = False - # logger.error(self.sptd_leg.reason) - supporting_leg_check = False - - - else: - supporting_leg_check = self.select_bolt_dia_supporting() - - if supporting_leg_check: - trial += 1 - self.total_bolts_sptd = self.sptd_leg.bolts_one_line * self.sptd_leg.bolt_line - self.total_bolts_spting = self.spting_leg.bolts_one_line * self.spting_leg.bolt_line - - ##### O U T P U T D I C T I O N A R Y F O R M A T ##### - row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter - self.bolt.bolt_PC_provided, # 1-Bolt Grade - self.cleat.designation, # 2-Cleat Angle designation - self.cleat.thickness, # 3-Cleat Angle Thickness - self.cleat.leg_a_length, # 4-Cleat angle leg size - self.sptd_leg.bolts_one_line, # 5-Bolt rows on cleat angle supported leg - self.sptd_leg.bolt_line, # 6-Bolt columns on cleat angle supported leg - self.sptd_leg.height, # 7-Length of the cleat angle - self.sptd_leg.bolt_force, # 8-Bolt Force on supported leg - self.spting_leg.bolts_one_line, # 9-Bolt rows on cleat angle supporting leg - self.spting_leg.bolt_line, # 10-Bolt columns on cleat angle supporting leg - self.spting_leg.height, # 11-Length of the cleat angle - self.spting_leg.bolt_force, # 12-Bolt Force on supporting leg - self.total_bolts_sptd, # 13-Total bolts on supported leg - self.total_bolts_spting, # 14-Total bolts on supporting leg - self.sptd_leg.pitch_provided, # 15-Pitch provided on the supported leg - self.sptd_leg.gauge_provided, # 16-Gauge provided on the supported leg - self.sptd_leg.end_dist_provided, # 17-End Distance provided on the supported leg - self.sptd_leg.edge_dist_provided, # 18-Edge Distance provided on the supported leg - self.spting_leg.pitch_provided, # 19-Pitch provided on the supporting leg - self.spting_leg.gauge_provided, # 20-Gauge provided on the supporting leg - self.spting_leg.end_dist_provided, # 21-End Distance provided on the supporting leg - self.spting_leg.edge_dist_provided, # 22-Edge Distance provided on the supporting leg - self.bolt.bolt_shear_capacity, # 23-Bolt shear capacity on the supported leg - self.bolt.bolt_bearing_capacity, # 24-Bolt bearing capacity on the supported leg - self.bolt2.bolt_shear_capacity, # 25-Bolt shear capacity on the supporting leg - self.bolt2.bolt_bearing_capacity, # 26-Bolt bearing capacity on the supporting leg - self.cleat.root_radius, # 27-Cleat angle root radius - self.sptd_leg.block_shear_capacity, # 28-Cleat angle block shear capacity - self.sptd_leg.cleat_shear_capacity, # 29-Cleat angle shear yielding capacity - self.sptd_leg.cleat_moment_capacity, # 30-Cleat angle moment capacity - self.sptd_leg.moment_demand, # 31-Cleat angle moment demand - - trial] - self.output.append(row) - print("********* Trial {} ends here *************".format(trial)) - - if self.output == []: - self.design_status = False - if self.sptd_leg.design_status is False: - self.bolt_capacity_disp_sptd = round( - (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd) / 1000, 2) - if self.sptd_leg.grip_status == False: - self.sptd_leg.reason = "Fails in grip length on supported side." - if self.sptd_leg.reason == "": - logger.info("{}rows {}columns {}mm diameter bolts needs leg length of {}" - .format(self.sptd_leg.bolts_one_line, self.sptd_leg.bolt_line, - self.bolt.bolt_diameter_provided, self.sptd_leg.length)) - self.logs.append({"msg":"{}rows {}columns {}mm diameter bolts needs leg length of {}" - .format(self.sptd_leg.bolts_one_line, self.sptd_leg.bolt_line, - self.bolt.bolt_diameter_provided, self.sptd_leg.length)}) - logger.info("Available width is {}".format(min(self.cleat.leg_a_length,self.available_length))) - self.logs.append({"msg":"Available width is {}".format(min(self.cleat.leg_a_length,self.available_length))}) - else: - logger.error(self.sptd_leg.reason) - self.logs.append({"msg":"Fails in grip length on supported side."}) - elif self.spting_leg.design_status is False: - self.bolt_capacity_disp_sptd = round( - (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd) / 1000, 2) - self.bolt_capacity_disp_spting = round( - (self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting) / 1000, 2) - if self.spting_leg.grip_status == False: - self.spting_leg.reason = "Fails in grip length on supporting side." - logger.error(self.spting_leg.reason) - self.logs.append({"msg":"Fails in grip length on supporting side."}) - - self.logs.append({"msg":"The connection cannot be designed with provided bolt diameters or cleat angle list"}) - logger.error("The connection cannot be designed with provided bolt diameters or cleat angle list") - else: - self.select_optimum() - # print("why repeat",self.bolt.bolt_diameter_provided,self.cleat.designation) - self.for_3D_view() - self.design_status = True - self.sptd_leg.design_status = True - self.spting_leg.design_status = True - self.sptd_leg.grip_status = True - self.spting_leg.grip_status = True - - def select_optimum(self): - """This function sorts the list of available options and selects the combination with least leg size or - thickness or number of bolts""" - self.output.sort(key=lambda x: (x[4], x[3], x[13])) - # print(self.output) - print(self.output[0]) - - self.bolt.bolt_diameter_provided = self.output[0][0] - self.bolt.bolt_PC_provided = self.output[0][1] - self.cleat.designation = self.output[0][2] - self.cleat.thickness = self.output[0][3] - self.cleat.leg_a_length = self.output[0][4] - self.cleat.leg_b_length = self.output[0][4] - self.sptd_leg.bolts_one_line = self.output[0][5] - self.sptd_leg.bolt_line = self.output[0][6] - self.sptd_leg.height = self.output[0][7] - self.sptd_leg.bolt_force = self.output[0][8] - self.spting_leg.bolts_one_line = self.output[0][9] - self.spting_leg.bolt_line = self.output[0][10] - self.spting_leg.height = self.output[0][11] - self.spting_leg.bolt_force = self.output[0][12] - self.total_bolts_sptd = self.output[0][13] - self.total_bolts_spting = self.output[0][14] - self.sptd_leg.pitch_provided = self.output[0][15] - self.sptd_leg.gauge_provided = self.output[0][16] - self.sptd_leg.end_dist_provided = self.output[0][17] - self.sptd_leg.edge_dist_provided = self.output[0][18] - self.spting_leg.pitch_provided = self.output[0][19] - self.spting_leg.gauge_provided = self.output[0][20] - self.spting_leg.end_dist_provided = self.output[0][21] - self.spting_leg.edge_dist_provided = self.output[0][22] - self.bolt.bolt_shear_capacity = self.output[0][23] - self.bolt.bolt_bearing_capacity = self.output[0][24] - self.bolt2.bolt_shear_capacity = self.output[0][25] - self.bolt2.bolt_bearing_capacity = self.output[0][26] - self.cleat.root_radius = self.output[0][27] - self.sptd_leg.block_shear_capacity = self.output[0][28] - self.sptd_leg.cleat_shear_capacity = self.output[0][29] - self.sptd_leg.cleat_moment_capacity = self.output[0][30] - self.sptd_leg.moment_demand = self.output[0][31] - - self.get_bolt_PC() - - def select_bolt_dia_supporting(self): - - self.supporting_leg_check = False - - self.spting_bolt_conn_plates_t_fu_fy = [] - self.spting_bolt_conn_plates_t_fu_fy.append((self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) - if self.connectivity == VALUES_CONN_1[0]: - self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.flange_thickness, - self.supporting_section.fu, self.supporting_section.fy)) - else: - self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.web_thickness, - self.supporting_section.fu, self.supporting_section.fy)) - - """ - # while considering eccentricity, distance from bolt line to supporting member will be, - # end_dist+gap or end_dist+root_radius+cleat_thickness - # - """ - - self.end_to_spting = self.cleat.thickness + self.cleat.root_radius - # print(self.bolt.bolt_shear_capacity) - self.bolt2.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy,n=1) - self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, - n_planes=1) - - self.l_j_spting = self.spting_leg.gauge_provided * (self.spting_leg.bolts_one_line - 1) - if self.connectivity == VALUES_CONN_1[0]: - self.t_sum_spting = self.supporting_section.flange_thickness + self.cleat.thickness - else: - self.t_sum_spting = self.supporting_section.web_thickness + self.cleat.thickness - - self.beta_lj_spting = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, - self.l_j_spting) - - - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg_spting = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, - self.t_sum_spting, self.l_j_spting) - else: - self.beta_lg_spting = 1.0 - - self.spting_leg.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, - web_plate_h_min=self.sptd_leg.height, - web_plate_h_max=self.sptd_leg.height, - bolt_capacity=self.bolt2.bolt_capacity, - min_edge_dist=self.sptd_leg.edge_dist_provided, - min_gauge=self.sptd_leg.gauge_provided, - max_spacing=self.sptd_leg.gauge_provided, - max_edge_dist=self.sptd_leg.edge_dist_provided, - shear_load=self.load.shear_force * 1000 / 2, - gap=self.end_to_spting, - shear_ecc=True, bolt_line_limit=2, - min_bolts_one_line=self.sptd_leg.bolts_one_line, - min_bolt_line=1, - beta_lg=self.beta_lg_spting, - min_end_dist=self.bolt.min_end_dist_round) - # if self.spting_leg.length > self.cleat.leg_a_length: - # logger.info(": {}rows {}columns {}mm diameter bolts needs leg length of {}" - # .format(self.spting_leg.bolts_one_line, self.spting_leg.bolt_line, - # self.bolt2.bolt_diameter_provided, self.spting_leg.length)) - # logger.info(": Available width of selected cleat angle leg is {}".format(self.cleat.leg_a_length)) - # count = 0 - # continue - print("Supporting leg side: ", self.spting_leg.design_status, self.spting_leg.bolt_force, self.bolt2.bolt_capacity, - self.bolt2.bolt_diameter_provided, self.spting_leg.bolts_required, self.spting_leg.bolts_one_line) - - if self.bolt.bolt_type == TYP_BEARING: - if 8 * self.bolt.bolt_diameter_provided < self.t_sum_spting: - self.spting_leg.grip_status = False - self.spting_leg.design_status = False - - if self.spting_leg.design_status is False and self.cleat_list_thk and self.spting_leg.grip_status is True: - self.cleat_list_thk = [x for x in self.cleat_list_thk if x != self.cleat.designation] - # if not self.cleat_list_thk: - # self.design_status = False - # else: - # self.select_bolt_dia_beam(self) - self.design_status = False - else: - pass - - if self.spting_leg.length <= self.cleat.leg_a_length and self.spting_leg.design_status is True: - # self.spting_leg.end_dist_provided = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ - # self.spting_leg.end_dist_provided - self.spting_leg.cleat_angle_check(self.spting_leg.height, self.cleat.thickness, self.spting_leg.bolts_one_line, - self.spting_leg.bolt_line, self.spting_leg.gauge_provided, - self.spting_leg.edge_dist_provided, self.spting_leg.pitch_provided, - self.spting_leg.end_dist_provided, self.bolt2.dia_hole, self.spting_leg.fu, - self.spting_leg.fy, self.spting_leg.moment_demand, self.max_plate_height, - self.load.shear_force * 1000) - else: - if self.spting_leg.reason == "": - self.spting_leg.reason = (": Req leg length is {} and available leg size of cleat angle is {}" - .format(self.spting_leg.length, self.cleat.leg_a_length)) - self.spting_leg.design_status = False - - if self.spting_leg.design_status is False: - self.design_status = False - # logger.error(self.spting_leg.reason) - - else: - self.design_status = True - self.supporting_leg_check = True - - return self.supporting_leg_check - - def get_bolt_PC(self): - print(self.design_status, "Getting bolt grade") - self.sptd_bolt_conn_plates_t_fu_fy = [] - self.sptd_bolt_conn_plates_t_fu_fy.append((2 * self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) - self.sptd_bolt_conn_plates_t_fu_fy.append( - (self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) - - self.spting_bolt_conn_plates_t_fu_fy = [] - self.spting_bolt_conn_plates_t_fu_fy.append((self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) - if self.connectivity == VALUES_CONN_1[0]: - self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.flange_thickness, - self.supporting_section.fu, self.supporting_section.fy)) - else: - self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.web_thickness, - self.supporting_section.fu, self.supporting_section.fy)) - - - self.l_j_sptd = self.sptd_leg.gauge_provided * (self.sptd_leg.bolts_one_line - 1) - self.t_sum_sptd = self.supported_section.web_thickness + 2 * self.cleat.thickness - self.l_j_spting = self.spting_leg.gauge_provided * (self.spting_leg.bolts_one_line - 1) - if self.connectivity == VALUES_CONN_1[0]: - self.t_sum_spting = self.supporting_section.flange_thickness + self.cleat.thickness - else: - self.t_sum_spting = self.supporting_section.web_thickness + self.cleat.thickness - - self.beta_lj_sptd = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, self.l_j_sptd) - - self.beta_lj_spting = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, - self.l_j_spting) - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg_sptd = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, - self.t_sum_sptd, self.l_j_sptd) - self.beta_lg_spting = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, - self.t_sum_spting, self.l_j_spting) - else: - self.beta_lg_sptd = 1.0 - self.beta_lg_spting = 1.0 - bolt_PC_previous = self.bolt.bolt_PC_provided - for self.bolt.bolt_PC_provided in reversed(self.bolt.bolt_grade): - # print(self.bolt.bolt_grade) - self.bolt2.bolt_PC_provided = self.bolt.bolt_PC_provided - # print(self.bolt2.bolt_PC_provided) - count = 1 - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, - n_planes=2, e=self.sptd_leg.edge_dist_provided, p=self.sptd_leg.gauge_provided) - - - self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, - n_planes=1, e=self.spting_leg.edge_dist_provided, p=self.spting_leg.gauge_provided) - # print(self.bolt.bolt_capacity, self.sptd_leg.bolt_force, self.bolt2.bolt_capacity, self.spting_leg.bolt_force) - - if (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd < self.sptd_leg.bolt_force - or self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting < self.spting_leg.bolt_force): - self.bolt.bolt_PC_provided = bolt_PC_previous - self.bolt2.bolt_PC_provided = bolt_PC_previous - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, - n_planes=2, e=self.sptd_leg.edge_dist_provided, p=self.sptd_leg.gauge_provided) - self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, - n_planes=1, e=self.spting_leg.edge_dist_provided, p=self.spting_leg.gauge_provided) - break - bolt_PC_previous = self.bolt.bolt_PC_provided - count += 1 - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) - self.bolt2.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy,n=1) - self.bolt_capacity_disp_sptd = round((self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd)/1000, 2) - self.bolt_capacity_disp_spting = round((self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting)/1000, 2) - - - def for_3D_view(self): - self.design_status = True - self.cleat = Angle(designation=self.cleat.designation,material_grade=self.cleat_material_grade) - self.cleat.gauge_sptd = self.sptd_leg.gauge_provided - self.cleat.pitch_sptd = self.sptd_leg.pitch_provided - self.cleat.edge_sptd = self.sptd_leg.edge_dist_provided - # self.cleat.end_sptd = self.sptd_leg.end_dist_provided - print(self.sptd_leg.gap, self.cleat.thickness +self.cleat.root_radius) - self.cleat.end_sptd =self.cleat.leg_a_length - max(self.sptd_leg.gap, self.cleat.thickness +self.cleat.root_radius)\ - - self.sptd_leg.end_dist_provided - self.cleat.gauge_sptd*(self.sptd_leg.bolt_line-1) - self.cleat.bolt_lines_sptd = self.sptd_leg.bolt_line - self.cleat.bolt_one_line_sptd = self.sptd_leg.bolts_one_line - - self.cleat.gauge_spting = self.spting_leg.gauge_provided - self.cleat.pitch_spting = self.spting_leg.pitch_provided - self.cleat.edge_spting = self.spting_leg.edge_dist_provided - # self.cleat.end_spting = self.spting_leg.end_dist_provided - self.cleat.end_spting = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ - self.spting_leg.end_dist_provided - self.cleat.gauge_spting*(self.spting_leg.bolt_line-1) - self.cleat.bolt_lines_spting = self.spting_leg.bolt_line - self.cleat.bolt_one_line_spting = self.spting_leg.bolts_one_line - - self.cleat.height = max(self.spting_leg.height, self.sptd_leg.height) - self.cleat.gap = self.sptd_leg.gap - logger.debug("=== End Of Design ===") - self.logs.append({"msg":"=== End Of Design ==="}) - - def save_design(self, popup_summary): - super(CleatAngleConnection, self).save_design() - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") - if self.cleat_list_thk: - self.report_cleat_angle = {KEY_DISP_SEC_PROFILE: "equaldp", - # Image shall be save with this name.png in resource files - KEY_DISP_SECSIZE_REPORT: self.cleat.designation, - KEY_DISP_MATERIAL: self.cleat.material, - KEY_DISP_FU: round(self.cleat.fu, 2), - KEY_DISP_FY: round(self.cleat.fy, 2), - KEY_REPORT_MASS: round(self.cleat.mass, 2), - KEY_REPORT_AREA: round((self.cleat.area / 100), 2), - KEY_REPORT_MAX_LEG_SIZE: round(self.cleat.max_leg, 2), - KEY_REPORT_MIN_LEG_SIZE: round(self.cleat.min_leg, 2), - KEY_REPORT_ANGLE_THK: round(self.cleat.thickness, 2), - KEY_REPORT_R1: round(self.cleat.root_radius, 2), - KEY_REPORT_R2: round(self.cleat.toe_radius, 2), - KEY_REPORT_CY: round(self.cleat.Cy, 2), - KEY_REPORT_CZ: round(self.cleat.Cz, 2), - KEY_REPORT_IZ: round(self.cleat.mom_inertia_z / 10000, 2), - KEY_REPORT_IY: round(self.cleat.mom_inertia_y / 10000, 2), - KEY_REPORT_IU: round(self.cleat.mom_inertia_u / 10000, 2), - KEY_REPORT_IV: round(self.cleat.mom_inertia_v / 10000, 2), - KEY_REPORT_RZ: round(self.cleat.rad_of_gy_z / 10, 2), - KEY_REPORT_RY: round((self.cleat.rad_of_gy_y) / 10, 2), - KEY_REPORT_RU: round((self.cleat.rad_of_gy_u) / 10, 2), - KEY_REPORT_RV: round((self.cleat.rad_of_gy_v) / 10, 2), - KEY_REPORT_ZEZ: round(self.cleat.elast_sec_mod_z / 1000, 2), - KEY_REPORT_ZEY: round(self.cleat.elast_sec_mod_y / 1000, 2), - KEY_REPORT_ZPZ: round(self.cleat.plast_sec_mod_z / 1000, 2), - KEY_REPORT_ZPY: round(self.cleat.elast_sec_mod_y / 1000, 2)} - else: - self.report_cleat_angle = {} - - self.report_input = \ - {KEY_MAIN_MODULE: self.mainmodule, - KEY_MODULE: self.module, - KEY_CONN: self.connectivity, - KEY_DISP_SHEAR: self.load.shear_force, - "Supporting Section - Mechanical Properties": "TITLE", - "Supporting Section Details": self.report_supporting, - - "Supported Section - Mechanical Properties": "TITLE", - "Supported Section Details": self.report_supported, - - "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), - KEY_DISP_TYP: self.bolt.bolt_type, - KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, - KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, - - "Detailing - Design Preference": "TITLE", - KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, - KEY_DISP_GAP: self.sptd_leg.gap, - KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, - KEY_DISP_CLEAT_ANGLE_LIST: str(self.cleat_list), - "Selected Section Details": self.report_cleat_angle - } - if not self.cleat_list_thk: - self.report_input.pop("Selected Section Details") - self.report_check = [] - - t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') - self.report_check.append(t1) - - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - - - if not self.cleat_list_thk: - t1 = ('SubSection', 'Minimum Plate Thickness Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), - self.thickness_list,'Fail') - self.report_check.append(t1) - t1 = ('Available Length on Supporting Section', self.available_length, - self.leg_lengths, 'Fail') - self.report_check.append(t1) - - elif self.supported_section.design_status is True: - t1 = ('SubSection', 'Initial Section Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - a = self.supported_section - h = a.web_height - t = a.web_thickness - t1 = (KEY_DISP_SHEAR_YLD, self.load.shear_force, - cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, - round(a.shear_yielding_capacity / 1000, 2)), - get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, - allow_shear_capacity(round(a.shear_yielding_capacity / 1000, 2), - round(a.low_shear_capacity / 1000, 2)), - get_pass_fail(self.load.shear_force, round(a.low_shear_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = ('SubSection', 'Load Consideration', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - min_shear_load = min(40, round(0.15 * self.supported_section.shear_yielding_capacity / 0.6, 2)) - applied_shear_force = max(self.load.shear_force, min_shear_load) - - t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, - prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, - app_shear_load=applied_shear_force, - shear_capacity_1=round(self.supported_section.shear_yielding_capacity / 1000, 2)), "") - self.report_check.append(t1) - - - for leg in [self.sptd_leg, self.spting_leg]: - if self.sptd_leg.design_status == False and leg == self.spting_leg: - continue - if leg == self.sptd_leg: - t1 = ('SubSection', 'Bolt Design - Connected to Beam', '|p{3cm}|p{5.5cm}|p{6cm}|p{1.5cm}|') - connecting_plates = [self.cleat.thickness, self.supported_section.web_thickness] - all_connecting_plates_tk = [i[0] for i in self.sptd_bolt_conn_plates_t_fu_fy] - bolt=self.bolt - bolt_shear_capacity_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) - if self.bolt.bolt_type == "Bearing Bolt": - bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) - bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) - bolt_force_kn = round(self.sptd_leg.bolt_force / 1000, 2) - bolt_capacity_red_kn = self.bolt_capacity_disp_sptd - n_planes=2 - beta_lj = self.beta_lj_sptd - beta_lg = self.beta_lg_sptd - else: - t1 = ('SubSection', 'Bolt Design - Connected to Column', '|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') - if self.connectivity == VALUES_CONN_2[0]: - connecting_plates = [self.cleat.thickness, self.supporting_section.web_thickness] - else: - connecting_plates = [self.cleat.thickness, self.supporting_section.flange_thickness] - bolt=self.bolt2 - all_connecting_plates_tk = [i[0] for i in self.spting_bolt_conn_plates_t_fu_fy] - bolt_shear_capacity_kn = round(self.bolt2.bolt_shear_capacity / 1000, 2) - if self.bolt2.bolt_bearing_capacity != 'N/A': - bolt_bearing_capacity_kn = round(self.bolt2.bolt_bearing_capacity / 1000, 2) - - bolt_capacity_kn = round(self.bolt2.bolt_capacity / 1000, 2) - bolt_force_kn = round(self.spting_leg.bolt_force / 1000, 2) - bolt_capacity_red_kn = self.bolt_capacity_disp_spting - n_planes=1 - beta_lj = self.beta_lj_spting - beta_lg = self.beta_lg_spting - self.report_check.append(t1) - t1 = (KEY_DISP_D, '', bolt.bolt_diameter_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_GRD, '', bolt.bolt_grade_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_CLEATANGLE, '',self.cleat.designation,'') - self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, '', leg.bolt_line, '') - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', leg.bolts_one_line, '') - self.report_check.append(t7) - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(bolt.bolt_diameter_provided,'pitch'), - leg.gauge_provided, - get_pass_fail(bolt.min_pitch, leg.gauge_provided, relation='leq')) - self.report_check.append(t1) - # if leg.design_status is True: - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates,'pitch'), - leg.gauge_provided, - get_pass_fail(bolt.max_spacing, leg.gauge_provided, relation='geq')) - self.report_check.append(t1) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(bolt.bolt_diameter_provided,'gauge'), - leg.pitch_provided if leg.pitch_provided > 0 else 'N/A', - get_pass_fail(bolt.min_gauge, leg.pitch_provided, relation="leq")) - self.report_check.append(t2) - t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(connecting_plates,'gauge'), - leg.pitch_provided if leg.pitch_provided > 0 else 'N/A', - get_pass_fail(bolt.max_spacing, leg.pitch_provided, relation="geq")) - self.report_check.append(t2) - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(d_0=bolt.dia_hole, - edge_type=bolt.edge_type, parameter='end_dist'), - leg.edge_dist_provided, - get_pass_fail(bolt.min_end_dist, leg.edge_dist_provided, relation='leq')) - self.report_check.append(t3) - if leg == self.sptd_leg: - t4 = (DISP_MAX_END, - cl_10_2_4_3_max_edge_end_dist(self.bolt.single_conn_plates_t_fu_fy, bolt.corrosive_influences, - parameter='end_dist'), - leg.edge_dist_provided, - get_pass_fail(bolt.max_end_dist, leg.edge_dist_provided, relation='geq')) - self.report_check.append(t4) - else: - t4 = (DISP_MAX_END, - cl_10_2_4_3_max_edge_end_dist(self.bolt2.single_conn_plates_t_fu_fy, bolt.corrosive_influences, - parameter='end_dist'), - leg.edge_dist_provided, - get_pass_fail(bolt.max_end_dist, leg.edge_dist_provided, relation='geq')) - self.report_check.append(t4) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(d_0=bolt.dia_hole, - edge_type=bolt.edge_type, - parameter='edge_dist'), - leg.end_dist_provided, - get_pass_fail(bolt.min_edge_dist, leg.end_dist_provided, relation='leq')) - self.report_check.append(t3) - if leg == self.sptd_leg: - t4 = (DISP_MAX_EDGE, - cl_10_2_4_3_max_edge_end_dist(self.bolt.single_conn_plates_t_fu_fy, bolt.corrosive_influences, - parameter='edge_dist'), - leg.end_dist_provided, - get_pass_fail(bolt.max_edge_dist, leg.end_dist_provided, relation="geq")) - else: - t4 = (DISP_MAX_EDGE, - cl_10_2_4_3_max_edge_end_dist(self.bolt2.single_conn_plates_t_fu_fy, - bolt.corrosive_influences, - parameter='edge_dist'), - leg.end_dist_provided, - get_pass_fail(bolt.max_edge_dist, leg.end_dist_provided, relation="geq")) - self.report_check.append(t4) - - - if self.sptd_leg.reason == "Minimum end/edge distance is greater than max end/edge distance." or\ - self.sptd_leg.reason == "Can't fit two bolts in one line. Select lower diameter." or \ - self.sptd_leg.reason == "Minimum pitch/gauge distance is greater than max pitch/gauge distance.": - pass - else: - if leg == self.sptd_leg: - ecc = max(self.sptd_leg.gap, self.cleat.thickness + self.cleat.root_radius) + \ - self.sptd_leg.end_dist_provided+self.sptd_leg.pitch_provided*(self.sptd_leg.bolt_line-1)/2 - - leg.get_vres(leg.bolts_one_line, leg.pitch_provided, leg.gauge_provided, leg.bolt_line, - self.load.shear_force, self.load.axial_force, - ecc=ecc, web_moment=0.0) - t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( - shear_load=round(self.load.shear_force, 2), - web_moment=0.0, ecc=leg.ecc, - moment_demand=round(leg.moment_demand, 2)), '') - else: - print("ecc",self.spting_leg.end_dist_provided + self.cleat.thickness + self.cleat.root_radius) - ecc = self.spting_leg.end_dist_provided + self.cleat.thickness + self.cleat.root_radius + \ - self.spting_leg.pitch_provided * (self.spting_leg.bolt_line-1)/2 - leg.get_vres(leg.bolts_one_line, leg.pitch_provided, leg.gauge_provided, leg.bolt_line, - self.load.shear_force/2, self.load.axial_force/2, - ecc=ecc, web_moment=0.0) - t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( - shear_load=round(self.load.shear_force/2, 2), - web_moment=0.0, ecc=leg.ecc, - moment_demand=round(leg.moment_demand, 2)), '') - - self.report_check.append(t10) - - t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=leg.bolts_one_line - , gauge=leg.gauge_provided, - ymax=round(leg.ymax, 2), - xmax=round(leg.xmax, 2), - bolt_line=leg.bolt_line, - pitch=leg.pitch_provided, - length_avail=leg.length_avail, - conn='fin'), '', '') - self.report_check.append(t10) - - t10 = (KEY_OUT_BOLT_FORCE, Vres_bolts(bolts_one_line=leg.bolts_one_line, - ymax=round(leg.ymax, 2), - xmax=round(leg.xmax, 2), - bolt_line=leg.bolt_line, - shear_load=round(self.load.shear_force, 2), - axial_load=round(self.load.axial_force, 2), - moment_demand=round(leg.moment_demand, 2), - r=round(leg.sigma_r_sq / 1000, 2), - vbv=round(leg.vbv, 2), - tmv=round(leg.tmv, 2), - tmh=round(leg.tmh, 2), - abh=round(leg.abh, 2), - vres=round(leg.bolt_force / 1000, 2)), '', '') - self.report_check.append(t10) - # else: - # t3 = (KEY_OUT_BOLT_FORCE, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), - # n=leg.bolts_one_line*leg.bolt_line, - # T_ba=round(leg.bolt_force / 1000, 2), - # load='shear'),'','') - # self.report_check.append(t3) - if bolt.bolt_type == TYP_BEARING: - - t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', - cl_10_3_3_bolt_shear_capacity(bolt.bolt_fu, n_planes, bolt.bolt_net_area, - bolt.gamma_mb, bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", - cl_10_3_4_calculate_kb(leg.edge_dist_provided, leg.gauge_provided, - bolt.dia_hole, - bolt.bolt_fu, bolt.fu_considered), '') - self.report_check.append(t8) - t2 = (KEY_OUT_DISP_BOLT_BEARING, '', - cl_10_3_4_bolt_bearing_capacity(bolt.kb, bolt.bolt_diameter_provided, - self.sptd_bolt_conn_plates_t_fu_fy, bolt.gamma_mb, - bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, '', - cl_10_3_2_bolt_capacity(bolt_shear_capacity_kn, bolt_bearing_capacity_kn, bolt_capacity_kn), - '') - self.report_check.append(t3) - else: - kh_disp = round(bolt.kh, 2) - t4 = (KEY_OUT_DISP_BOLT_SLIP, '', - cl_10_4_3_HSFG_bolt_capacity(mu_f=bolt.mu_f, n_e=1, K_h=kh_disp, fub=bolt.bolt_fu, - Anb=bolt.bolt_net_area, gamma_mf=bolt.gamma_mf, - capacity=bolt_capacity_kn), '') - self.report_check.append(t4) - - - t10 = (KEY_OUT_LONG_JOINT, '', - cl_10_3_3_1_long_joint_bolted_prov(leg.bolt_line, leg.bolts_one_line, - leg.pitch_provided, leg.gauge_provided, - bolt.bolt_diameter_provided, bolt_capacity_kn, - bolt_capacity_red_kn, 'n_r'), "") - self.report_check.append(t10) - if self.bolt.bolt_type == TYP_BEARING: - if leg.grip_status == True: - grip_remarks = "Pass" - else: - grip_remarks = "Fail" - else: - grip_remarks = "N/A" - t10 = (KEY_OUT_LARGE_GRIP, '', - cl_10_3_3_2_large_grip_bolted_prov(sum(all_connecting_plates_tk),self.bolt.bolt_diameter_provided, beta_lg), grip_remarks) - self.report_check.append(t10) - if leg.grip_status == True: - t13 = (KEY_OUT_BOLT_CAPACITY_REDUCED, '',bolt_red_capacity_prov(beta_lj, beta_lg,bolt_capacity_kn, - bolt_capacity_red_kn,'b'), - "") - self.report_check.append(t13) - - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, bolt_force_kn, bolt_capacity_red_kn, - get_pass_fail(bolt_force_kn, bolt_capacity_red_kn, relation="lesser")) - self.report_check.append(t5) - - # if self.sptd_leg.design_status == True: - ################### - # Cleat angle checks - ################### - - if self.sptd_leg.grip_status== True and self.spting_leg.grip_status == True: - t1 = ('SubSection', 'Cleat Angle Check', '|p{3.5cm}|p{7.0cm}|p{4.5cm}|p{1cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_CLEAT_HEIGHT, min_plate_ht_req(self.supported_section.depth, self.supported_section.root_radius, - self.supported_section.flange_thickness,self.min_plate_height), - self.sptd_leg.height, - get_pass_fail(self.min_plate_height, self.sptd_leg.height, relation="leq")) - self.report_check.append(t1) - if self.connectivity == VALUES_CONN_1: - t1 = (DISP_MAX_CLEAT_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.notch_ht, - self.max_plate_height), self.sptd_leg.height, - get_pass_fail(self.max_plate_height, self.sptd_leg.height, relation="greater")) - self.report_check.append(t1) - else: - t1 = (DISP_MAX_CLEAT_HEIGHT, max_plate_ht_req(self.connectivity, self.supporting_section.depth, - self.supporting_section.flange_thickness, - self.supporting_section.root_radius, - 0.0, - self.max_plate_height), self.sptd_leg.height, - get_pass_fail(self.max_plate_height, self.sptd_leg.height, relation="greater")) - self.report_check.append(t1) - additional_length = max(self.sptd_leg.gap, self.cleat.thickness+self.cleat.root_radius) - min_plate_length = additional_length + 2 * self.bolt.min_end_dist + \ - (self.sptd_leg.bolt_line - 1) * self.bolt.min_pitch - t1 = (DISP_MIN_LEG_LENGTH + ' (on supported leg)', min_angle_leg_length(self.bolt.min_pitch, self.bolt.min_end_dist,self.sptd_leg.gap, - self.cleat.thickness,self.cleat.root_radius, - self.sptd_leg.bolt_line, min_plate_length), - self.cleat.leg_a_length, - get_pass_fail(min_plate_length, self.cleat.leg_a_length, relation="lesser")) - self.report_check.append(t1) - min_plate_length = max(min_plate_length,2 * self.bolt2.min_end_dist + \ - (self.spting_leg.bolt_line - 1) * self.bolt2.min_pitch) - t1 = (DISP_MIN_LEG_LENGTH + ' (on supporting leg)', min_angle_leg_length(self.bolt.min_pitch, self.bolt.min_end_dist,0.0, - self.cleat.thickness,self.cleat.root_radius, - max(1,self.spting_leg.bolt_line), min_plate_length), - self.cleat.leg_a_length, - get_pass_fail(min_plate_length, self.cleat.leg_a_length, relation="lesser")) - self.report_check.append(t1) - - t1 = (DISP_MIN_CLEAT_THK, min_plate_thk_req(self.supported_section.web_thickness,0.5), - self.cleat.thickness, - get_pass_fail(self.supported_section.web_thickness*0.5, self.cleat.thickness, - relation="lesser")) - self.report_check.append(t1) - - if self.sptd_leg.design_status == True: - if self.design_status == True: - h = self.cleat.height - t = self.cleat.thickness - elif self.spting_leg.height > 0 and self.spting_leg.thickness_provided > 0: - h = max(self.sptd_leg.height, self.spting_leg.height) - t = max(self.sptd_leg.thickness_provided,self.spting_leg.thickness_provided) - else: - h = self.sptd_leg.height - t = self.sptd_leg.thickness_provided - cleat_plastic_section_modulus = 2 * h ** 2 * t / 4 - t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, self.cleat.fy, gamma_m0, - round(self.sptd_leg.cleat_shear_capacity/1000,2),2), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.sptd_leg.block_shear_capacity / 1000, 2), - stress='shear'), '') - self.report_check.append(t1) - cleat_shear_capacity = min(self.sptd_leg.cleat_shear_capacity,self.sptd_leg.block_shear_capacity) - t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, - cl_8_4_shear_capacity_member(round(self.sptd_leg.cleat_shear_capacity / 1000,2), - 0.0, - round(self.sptd_leg.block_shear_capacity / 1000, 2),'full'), - get_pass_fail(self.load.shear_force, round(cleat_shear_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, round(self.sptd_leg.moment_demand/1000, 2), - cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(cleat_plastic_section_modulus, 2), - f_y=self.cleat.fy, - gamma_m0=gamma_m0, - Pmc=round(self.sptd_leg.cleat_moment_capacity/1000000,2)), - get_pass_fail(self.sptd_leg.moment_demand, self.sptd_leg.cleat_moment_capacity, relation="lesser")) - self.report_check.append(t1) - - Disp_2d_image = [] - Disp_3D_image = "/ResourceFiles/images/3d.png" - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - fname_no_ext = popup_summary['filename'] - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - def __call__(self): - return self -# if __name__ == '__main__': -# app = QApplication(sys.argv) -# folder = r'C:\Users\Deepthi\Desktop\OsdagWorkspace' -# # # folder_path = r'C:\Users\Win10\Desktop' -# # folder_path = r'C:\Users\pc\Desktop' -# # window = MainController(Ui_ModuleWindow, FinPlateConnection, folder_path) -# from gui.ui_template import Ui_ModuleWindow -# ui2 = Ui_ModuleWindow() -# ui2.setupUi(ui2, CleatAngleConnection, folder) -# ui2.show() -# # app.exec_() -# # sys.exit(app.exec_()) -# try: -# sys.exit(app.exec_()) -# except BaseException as e: -# print("ERROR", e) \ No newline at end of file diff --git a/design_type/connection/column_end_plate.py b/design_type/connection/column_end_plate.py deleted file mode 100644 index 36a49789d..000000000 --- a/design_type/connection/column_end_plate.py +++ /dev/null @@ -1,2359 +0,0 @@ -""" -Author: Yash Lokhande - -Module: Column to Column End Plate Design - -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel Structures by N. Subramanian -""" -from design_type.connection.moment_connection import MomentConnection -from design_report.reportGenerator_latex import CreateLatex - -from utils.common.component import * -from utils.common.material import * -from Common import * -from Common import * -from Report_functions import * - -import logging -from utils.common.load import Load - - -class ColumnEndPlate(MomentConnection): - - def __init__(self): - super(ColumnEndPlate, self).__init__() - self.design_status = False - - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - """ - - :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the - order they are appended. Format of the Tuple is: - [Tab Title, Type of Tab, function for tab content) - Tab Title : Text which is displayed as Title of Tab, - Type of Tab: There are Three types of tab layouts. - Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" - TYPE_TAB_2: This contains a Text box for side note. - TYPE_TAB_3: This is plain layout - function for tab content: All the values like labels, input widgets can be passed as list of tuples, - which will be displayed in chosen tab layout - - """ - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) - tabs.append(t1) - - t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t2 = ("Weld", TYPE_TAB_2, self.weld_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - """ - - :return: This function is used to update the values of the keys in design preferences, - which are dependent on other inputs. - It returns list of tuple which contains, tab name, keys whose values will be changed, - function to change the values and arguments for the function. - - [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] - - Here Argument list should have only one element. - Changing of this element,(either changing index or text depending on widget type), - will update the list of keys (this can be more than one). - - """ - change_tab = [] - - t2 = ( - KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) - change_tab.append(t2) - - t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, - KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) - change_tab.append(t3) - - t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t4) - - t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - return change_tab - - def edit_tabs(self): - """ This function is required if the tab name changes based on connectivity or profile or any other key. - Not required for this module but empty list should be passed""" - return [] - - # def list_for_fu_fy_validation(self): - # """ This function is no longer required""" - # fu_fy_list = [] - # - # t2 = (KEY_SEC_MATERIAL, KEY_SEC_FU, KEY_SEC_FY) - # fu_fy_list.append(t2) - # - # t3 = (KEY_CONNECTOR_MATERIAL, KEY_CONNECTOR_FU, KEY_CONNECTOR_FY) - # fu_fy_list.append(t3) - # - # return fu_fy_list - - def input_dictionary_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to design dictionary. - - It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, - - [(Tab Name, input widget type of keys, [List of keys to be saved])] - - """ - design_input = [] - - t2 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) - design_input.append(t2) - - # t2 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) - # design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) - design_input.append(t4) - - t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) - design_input.append(t4) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to - design dictionary if design preference is never opened by user. It sets are design preference values to default. - If any design preference value needs to be set to input dock value, tuple shall be written as: - - (Key of input dock, [List of Keys from design preference], 'Input Dock') - - If the values needs to be set to default, - - (None, [List of Design Preference Keys], '') - - """ - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - """ - - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - add_buttons = [] - - t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") - add_buttons.append(t2) - - return add_buttons - def get_values_for_design_pref(self, key, design_dictionary): - - if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL],41).fu - else: - fu = '' - - val = {KEY_DP_BOLT_TYPE: "Pretensioned", - KEY_DP_BOLT_HOLE_TYPE: "Standard", - KEY_DP_BOLT_SLIP_FACTOR: str(0.3), - KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, - KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '0', - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', - KEY_DP_DESIGN_METHOD: "Limit State Design", - KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) - }[key] - - return val - - #################################### - # Design Preference Functions End - #################################### - - def set_osdaglogger(key): - - """ - Function to set Logger for FinPlate Module - """ - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - # handler.setLevel(logging.INFO) - # formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - # handler.setFormatter(formatter) - # logger.addHandler(handler) - if key is not None: - handler = OurLog(key) - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_COLUMNENDPLATE - - def input_values(self): - """" - Function to set input values - """ - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_COLUMNENDPLATE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, connectdb("Columns"), True, 'No Validator') - options_list.append(t4) - - t8 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN_3, True, 'No Validator') - options_list.append(t8) - - # t15 = (KEY_IMAGE, None, TYPE_IMAGE, None, True, 'No Validator') - # options_list.append(t15) - - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t5) - - t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) - - t17 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t17) - - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t7) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') - options_list.append(t12) - - t21 = (None, DISP_TITLE_ENDPLATE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t21) - - t22 = (KEY_PLATETHK, KEY_DISP_ENDPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ENDPLATE_THICKNESS, True, 'No Validator') - options_list.append(t22) - - # t13 = (KEY_CONN_PREFERENCE, KEY_DISP_CONN_PREFERENCE, TYPE_COMBOBOX, existingvalue_design_pref, VALUES_CONN_PREFERENCE) - # options_list.append(t13) - - return options_list - - def spacing(self, status): - - spacing = [] - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.plate.pitch_provided if status else '') - spacing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.plate.end_dist_provided if status else '') - spacing.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.plate.gauge_provided if status else '') - spacing.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.plate.edge_dist_provided if status else '') - spacing.append(t12) - - return spacing - - - def detailing(self, flag): - detailing = [] - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.pitch if flag else '') - detailing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.end_dist if flag else '') - detailing.append(t10) - - t8 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, TYPE_TEXTBOX, self.n_bw * 2 if flag else '') - detailing.append(t8) - - t9 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, TYPE_TEXTBOX,self.n_bf + 4 if flag else '') - detailing.append(t9) - - t10 = (KEY_OUT_NO_BOLTS, KEY_OUT_DISP_NO_BOLTS, TYPE_TEXTBOX, self.no_bolts if flag else '') - detailing.append(t10) - - return detailing - - def web_bolt_spacing(self, flag): - web_bolt_spacing = [] - - t00 = (None, "", TYPE_NOTE, "Representative Image for Web Bolt Spacing Details (4 bolts common in flange)") - web_bolt_spacing.append(t00) - - # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') - # spacing.append(t99) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_4.png', 400, 411, "Web Bolt Spacing for (n) Bolts"]) # [image, width, height, caption] - web_bolt_spacing.append(t99) - # t2 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.pitch if flag else '', True) - # web_bolt_spacing.append(t2) - for i in range(1,self.n_bw): - if (self.n_bw)%2==0: - if i!=(self.n_bw)/2: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i,i+1), TYPE_TEXTBOX, self.pitch if flag else '', True) - web_bolt_spacing.append(t2) - else: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round(self.p_2_web,2) if flag else '', True) - web_bolt_spacing.append(t2) - else: - if i != int((self.n_bw) / 2) and i != int((self.n_bw)/ 2) + 1: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, self.pitch if flag else '', True) - web_bolt_spacing.append(t2) - else: - - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round(self.p_2_web, 2) if flag else '', - True) - web_bolt_spacing.append(t2) - - t3 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.end_dist if flag else '', True) - web_bolt_spacing.append(t3) - t4 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, TYPE_TEXTBOX, self.n_bw if flag else '', True) - web_bolt_spacing.append(t4) - t4 = (KEY_OUT_NO_BOLTS_WEB_TOTAL, KEY_OUT_DISP_NO_BOLTS_WEB_TOTAL, TYPE_TEXTBOX, self.n_bw * 2 if flag else '', True) - web_bolt_spacing.append(t4) - # t5 = (KEY_PITCH_2_WEB1, KEY_DISP_PITCH_2_WEB1, TYPE_TEXTBOX, round(self.p_2_web,2) if flag else '', True) - # web_bolt_spacing.append(t5) - - return web_bolt_spacing - - def flange_bolt_spacing(self, flag): - flange_bolt_spacing = [] - - if self.connection == 'Flush End Plate': - image = './ResourceFiles/images/spacing_5.png' - x,y = 401,248 - bolts = int(self.n_bf_output/4) - else: - image = './ResourceFiles/images/spacing_6.png' - x, y = 401, 321 - bolts = int(self.n_bf_output / 8) - - t00 = (None, "", TYPE_NOTE, "Representative Image for Flange Bolt Spacing Details") - flange_bolt_spacing.append(t00) - - # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') - # spacing.append(t99) - t99 = (None, 'Spacing Details', TYPE_SECTION, - [image, x, y, "Top Half Flange Bolt Spacing for (n) Bolts"]) # [image, width, height, caption] - flange_bolt_spacing.append(t99) - # t2 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.pitch if flag else '', True) - # flange_bolt_spacing.append(t2) - for i in range(1, bolts): - if (bolts) % 2 == 0: - if i != (bolts) / 2: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, self.pitch if flag else '', True) - flange_bolt_spacing.append(t2) - else: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round(self.p_2_flange,2) if flag else '', - True) - flange_bolt_spacing.append(t2) - else: - if i != int((bolts) / 2) and i != int((bolts) / 2) + 1: - t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, self.pitch if flag else '', True) - flange_bolt_spacing.append(t2) - else: - - t2 = ( - KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round(self.p_2_flange,2) if flag else '', - True) - flange_bolt_spacing.append(t2) - - t3 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.end_dist if flag else '', True) - flange_bolt_spacing.append(t3) - t4 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, TYPE_TEXTBOX, bolts if flag else '', True) - flange_bolt_spacing.append(t4) - t4 = (KEY_OUT_NO_BOLTS_FLANGE_TOTAL, KEY_OUT_DISP_NO_BOLTS_FLANGE_TOTAL, TYPE_TEXTBOX, self.n_bf_output if flag else '', True) - flange_bolt_spacing.append(t4) - t5 = (KEY_PITCH_2_FLANGE1, KEY_DISP_PITCH_2_FLANGE1, TYPE_TEXTBOX, round(self.p_2_flange,2) if flag else '', True) - flange_bolt_spacing.append(t5) - - return flange_bolt_spacing - - # def stiffener_details(self, flag): - # stiff_details = [] - # - # if 2*self.end_dist < 50 and self.h_s < 100: - # pass - # elif 2*self.end_dist >= 50 and self.h_s >= 100: - # t1 = (KEY_OUT_STIFFENER_HEIGHT,KEY_OUT_DISP_STIFFENER_HEIGHT,TYPE_TEXTBOX,self.t_s if flag else '', True) - # stiff_details.append(t1) - # t2 = (KEY_OUT_STIFFENER_WIDTH,KEY_OUT_DISP_STIFFENER_WIDTH,TYPE_TEXTBOX,self.stiff_wt if flag else '', True) - # stiff_details.append(t2) - # t3 = (KEY_OUT_STIFFENER_THICKNESS,KEY_OUT_DISP_STIFFENER_THICKNESS,TYPE_TEXTBOX,self.t_s if flag else '',True) - # stiff_details.append(t3) - # t4 = (KEY_OUT_WELD_TYPE,KEY_OUT_DISP_WELD_TYPE,TYPE_TEXTBOX,self.weld_type if flag else '', True) - # stiff_details.append(t4) - # return stiff_details - # else: - # pass - - def output_values(self, flag): - """ - return: output values in output dock - """ - out_list = [] - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_D, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, int(self.bolt_diam_provided) if flag else '', True) - out_list.append(t2) - - t3 = (KEY_GRD, KEY_DISP_GRD, TYPE_TEXTBOX,self.bolt_grade_provided if flag else '', True) - out_list.append(t3) - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, - round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) - out_list.append(t4) - - bolt_bearing_capacity_disp = '' - if flag is True: - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - pass - else: - bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - out_list.append(t5) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, - round(self.bolt_cap / 1000, 2) if flag else '', True) - out_list.append(t6) - - t7 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, - round(self.bolt_tension / 1000, 2) if flag else '', True) - out_list.append(t7) - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.pitch if flag else '', True) - out_list.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.end_dist if flag else '', True) - out_list.append(t10) - - # t8 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, TYPE_TEXTBOX, self.n_bw * 2 if flag else '', True) - # out_list.append(t8) - # - # t9 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, TYPE_TEXTBOX, self.n_bf_output if flag else '', True) - # out_list.append(t9) - - t11 = (KEY_OUT_NO_BOLTS, KEY_OUT_DISP_NO_BOLTS, TYPE_TEXTBOX, self.no_bolts if flag else '', True) - out_list.append(t11) - - t31 = (KEY_BOLT_WEB_SPACING, KEY_DISP_BOLT_WEB_SPACING, TYPE_OUT_BUTTON, ['Detailing', self.web_bolt_spacing], True) - out_list.append(t31) - - t32 = (KEY_BOLT_FLANGE_SPACING, KEY_DISP_BOLT_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Detailing', self.flange_bolt_spacing], True) - out_list.append(t32) - - # t21 = (KEY_BOLT_DETAILS, KEY_DISP_BOLT_DETAILS, TYPE_OUT_BUTTON, ['Bolt detailing', self.detailing]) - # out_list.append(t21) - - t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) - out_list.append(t13) - - t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, int(self.plate_thickness_provided) if flag else '', True) - out_list.append(t14) - - t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, TYPE_TEXTBOX, self.plate_height if flag else '', True) - out_list.append(t15) - - t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_LENGTH, TYPE_TEXTBOX, self.plate_width if flag else '', True) - out_list.append(t16) - - t17 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, round(self.m_dp_prov/1000000,2) if flag else '', True) - out_list.append(t17) - - - t33 = (KEY_OUT_STIFFENER_TITLE, KEY_OUT_DISP_STIFFENER_DETAILS, TYPE_TITLE, None, True) - out_list.append(t33) - t21 = (KEY_OUT_STIFFENER_HEIGHT, KEY_OUT_DISP_STIFFENER_HEIGHT, TYPE_TEXTBOX, self.stiff_ht if flag else '', True) - out_list.append(t21) - t22 = (KEY_OUT_STIFFENER_WIDTH, KEY_OUT_DISP_STIFFENER_WIDTH, TYPE_TEXTBOX, self.stiff_wt if flag else '', True) - out_list.append(t22) - t23 = (KEY_OUT_STIFFENER_THICKNESS, KEY_OUT_DISP_STIFFENER_THICKNESS, TYPE_TEXTBOX, self.t_s if flag else '', True) - out_list.append(t23) - t24 = (KEY_OUT_WELD_TYPE, KEY_OUT_DISP_WELD_TYPE, TYPE_TEXTBOX, self.weld_type if flag else '', True) - out_list.append(t24) - t25 = (KEY_OUT_WELD_TYPE1, KEY_OUT_DISP_WELD_TYPE1, TYPE_TEXTBOX, "Groove Weld" if flag else '', True) - out_list.append(t25) - t26 = (KEY_OUT_WELD_SIZE_STIFFENER, KEY_OUT_DISP_WELD_SIZE_STIFFENER1, TYPE_TEXTBOX, self.weld_size_prov if flag else '', True) - out_list.append(t26) - # t22 = (KEY_OUT_STIFFENER_DETAILS,KEY_OUT_DISP_STIFFENER_DETAILS,TYPE_OUT_BUTTON, ['Stiffener Details',self.stiffener_details], True) - # out_list.append(t22) - - return out_list - - def input_value_changed(self): - """ - Used to help hide stiffener details depending upon connectivity - """ - lst = [] - # t6 = ([KEY_CONN], KEY_OUT_STIFFENER_TITLE, TYPE_LABEL, self.out_stiffener) - # lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_HEIGHT, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_WIDTH, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_THICKNESS, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE1, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_DOCK, self.out_stiffener) - lst.append(t6) - - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_HEIGHT, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_WIDTH, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_STIFFENER_THICKNESS, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE1, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - t6 = ([KEY_CONN], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_LABEL, self.out_stiffener) - lst.append(t6) - - t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) - lst.append(t8) - - return lst - - def out_stiffener(self): - conn_type = self[0] - if conn_type != 'Extended Both Ways': - return True - else: - return False - - def warn_text(self): - - """ - Function to give logger warning when any old value is selected from Column and Beams table. - """ - global logger - red_list = red_list_function() - if self.section.designation in red_list: - logger.warning( - " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( - " : You are using a section (in red color) that is not available in latest version of IS 808") - - def set_input_values(self, design_dictionary): - - print(design_dictionary) - - super(ColumnEndPlate, self).set_input_values(self, design_dictionary) - - self.section = Column(designation=design_dictionary[KEY_SECSIZE], - material_grade=design_dictionary[KEY_SEC_MATERIAL]) - - self.module = design_dictionary[KEY_MODULE] - self.connection = design_dictionary[KEY_CONN] - # self.design_pref = design_dictionary[KEY_CONN_PREFERENCE] - - self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) - self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], - bolt_type=design_dictionary[KEY_TYP], - bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], - edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], - mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], - corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - self.weld_size = 0.0 - # if self.design_status: - # self.commLogicObj = CommonDesignLogic(window.display, window.folder, self.module, self.mainmodule) - # status = self.design_status - # self.commLogicObj.call_3DModel(status, ColumnEndPlate) - print("Input values are set. Doing preliminary member checks") - self.member_capacity(self) - - def member_capacity(self): - """" - This function is used to update the axial, shear and moment loads provided - by user according to miminum member capacity and also provides an error if - exceeds full capacity of member - Axial capacity: [Ref: cl.10.7 IS 800:2007] - Moment capacity: [Ref: cl.10.7. IS 800:2007] - Shear capacity: [Ref: cl.8.4 IS 800:2007] - Limit width thickness ratio: [Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007] - Returns: - - """ - self.member_capacity_status = False - - ######### Axial capacity ########################## - gamma_m0 = 1.1 - # Axial Capacity - self.axial_capacity = round((self.section.area * self.section.fy) / gamma_m0,2) - # self.min_axial_load = 0.3 * self.axial_capacity - self.axial_load_sec_class = round(max(min(self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N - - ############################################################### - - ################## Shear Capacity ###################### - self.shear_capacity = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.section.fy) / ( - math.sqrt(3) * gamma_m0) # N # A_v: Total cross sectional area in shear in mm^2 (float) - self.shear_load1 = min(0.15 * self.shear_capacity / 0.6, 40000.0) # N - - ############################################################### - - ################ Moment Capacity ############################ - if self.section.type == "Rolled": - self.limitwidththkratio_flange = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, - column_t_w=self.section.web_thickness, - D=self.section.depth, - column_b=self.section.flange_width, - column_fy=self.section.fy, - factored_axial_force=self.axial_load_sec_class, - column_area=self.section.area, - compression_element="External", - section="Rolled") - print("limitwidththkratio_flange", self.limitwidththkratio_flange) - else: - pass - - if self.section.type2 == "generally": - self.limitwidththkratio_web = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, - column_t_w=self.section.web_thickness, - D=self.section.depth, - column_b=self.section.flange_width, - column_fy=self.section.fy, - factored_axial_force=self.axial_load_sec_class, - column_area=self.section.area, - compression_element="Web of an I-H", - section="generally") - print("limitwidththkratio_web", self.limitwidththkratio_web) - - else: - pass - - # if self.load.shear_force < (0.6 * self.shear_capacity): - self.Z_p = self.section.plast_sec_mod_z - self.Z_e = self.section.elast_sec_mod_z - self.class_of_section = int(max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) - print("class of section",self.class_of_section) - # if self.class_of_section == 1 or self.class_of_section == 2: - # Z_w = self.Z_p - # elif self.class_of_section == 3: - # Z_w = self.Z_e - - if self.class_of_section == 1 or self.class_of_section == 2: - self.beta_b = 1 - elif self.class_of_section == 3: - self.beta_b = self.Z_e / self.Z_p - else: - pass - - self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, - fy=self.section.fy) # N # for section - self.section.moment_d_deformation_criteria(fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) - self.section.moment_capacity = round(min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) - - ############################################################################### - # Interaction Ratio - ############################################################################## - self.IR_axial = self.load.axial_force * 1000 / self.axial_capacity - self.IR_shear = self.load.shear_force * 1000 / self.shear_capacity - self.IR_moment = self.load.moment * 1000000 / self.section.moment_capacity - self.sum_IR = self.IR_axial + self.IR_moment - - if self.IR_axial < 0.3 and self.IR_moment < 0.5: - self.min_axial_load = 0.3 * self.axial_capacity - self.load_moment_min = 0.5 * self.section.moment_capacity - logger.info("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") - - elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: - - if (0.3 - self.IR_axial) < (1 - self.sum_IR): - self.min_axial_load = 0.3 * self.axial_capacity - else: - self.min_axial_load = self.load.axial_force * 1000 + ((1 - self.sum_IR) * self.axial_capacity) - self.load_moment_min = self.load.moment * 1000000 - logger.info("The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of axial force is set at {} kN.".format(round(self.min_axial_load / 1000, 2))) - - elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: - - if (0.5 - self.IR_moment) < (1 - self.sum_IR): - self.load_moment_min = 0.5 * self.section.moment_capacity - else: - self.load_moment_min = self.load.moment * 1000000 + ((1 - self.sum_IR) * self.section.moment_capacity) - self.min_axial_load = self.load.axial_force * 1000 - logger.info("The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of bending moment is set at {} kNm.".format(round(self.load_moment_min / 1000000, 2))) - else: - self.min_axial_load = self.load.axial_force * 1000 - self.load_moment_min = self.load.moment * 1000000 - - # if self.load.shear_force < 0.6 * self.shear_capacity: - # # self.moment_capacity = self.section.plastic_moment_capacty(beta_b=beta_b, Z_p=self.Z_p, fy=self.section.fy) - # - # self.moment_capacity = self.beta_b * self.Z_p * self.section.fy / gamma_m0 - # else: - # if self.class_of_section == 1 or self.class_of_section == 2: - # m_d = self.Z_p * self.section.fy / gamma_m0 - # beta = ((2 * self.load.shear_force / self.shear_capacity) - 1) ** 2 - # m_fd = (self.Z_p - (self.section.depth ** 2 * self.section.web_thickness / 4)) * self.section.fy / gamma_m0 - # self.moment_capacity = m_d - beta(m_d - m_fd) - # else: - # self.moment_capacity = self.Z_e * self.section.fy / gamma_m0 - - #################### - """ - Load Considered - """ - ################# - self.load_moment = round(max(self.load_moment_min, self.load.moment * 1000000), 2) # N - self.factored_axial_load = round(max(self.load.axial_force * 1000, self.min_axial_load), 2) # N - self.fact_shear_load = round(max(self.shear_load1, self.load.shear_force * 1000), 2) # N - - if self.factored_axial_load > self.axial_capacity: - logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( - round(self.axial_capacity / 1000, 2))) - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") - self.member_capacity_status = False - else: - if self.fact_shear_load > self.shear_capacity: - logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( - round(self.shear_capacity / 1000, 2))) - logger.error(" : Design of members subjected to high shear is not recommended by Osdag. Design is UNSAFE. \n ") - logger.info(" :=========End Of design===========") - self.member_capacity_status = False - else: - if self.load_moment > self.section.moment_capacity: - self.member_capacity_status = False - logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( - round(self.section.moment_capacity / 1000000), 2)) - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") - else: - self.member_capacity_status = True - print("axial load", self.factored_axial_load) - print("shear load", self.fact_shear_load) - print("moment", self.load_moment) - - self.get_bolt_diam(self) - - # ############################### - # if self.design_status == True: - # print("Preliminary member check is satisfactory. Doing bolt checks") - # self.get_bolt_diam(self) - # else: - # logger.error("Either decrease the loads or increase member size") - - ############################################################################################# - ## Function to get bolt diam ## - ############################################################################################ - - def get_bolt_diam(self, previous_size = None): - """" - Each diam size selected by user goes in a loop and gives no of bolts based on pitch, end dist and - section size, the bolt diam which gives minimum bolt numbers is selected - """ - self.lst1 = [] - self.lst2 = [] - - for x in self.bolt.bolt_diameter: - if VALUES_D == 'All': - if (self.section.flange_width/2 - self.section.web_thickness/2) < (2 * IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt.bolt_diameter[x],self.bolt.bolt_hole_type,self.bolt.edge_type)): - logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' - ' Provide a different section or bolt list.') - elif VALUES_D == 'Customized': - if (self.section.flange_width/2 - self.section.web_thickness/2) < (2 * IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt.bolt_diameter[x],self.bolt.bolt_hole_type,self.bolt.edge_type)): - for i in self.bolt.bolt_diameter: - if i == 8: - logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' - ' Provide a different section or bolt list.') - else: - logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' - ' Provide a different section or bolt list.') - - self.pitch = IS800_2007.cl_10_2_2_min_spacing(x) - self.end_dist = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist(x,self.bolt.bolt_hole_type,self.bolt.edge_type),5) - print("Bolt diam: ", x,"Pitch: ",self.pitch,"End-dist: ",self.end_dist) - - ########## no of bolts along each side of web and flange ################## - """ - nbw = no of bolts along web on each side - nbw * 2 = total no of bolts along web - - nbf = no of bolts along flange on one side of a flange - nbf * 4 = total no of bolts along flange ------ for flush - nbf * 8 = total no of bolts along flange ------ for extended - - """ - self.n_bw = int(math.floor(((self.section.depth - (2 * self.section.flange_thickness + (2 * self.end_dist))) / self.pitch) + 1)) - - if ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist): - continue - - elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist) and \ - ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist + self.pitch): - self.n_bf = 1 - self.p_2_flange = (self.section.flange_width / 2 - self.section.web_thickness / 2 - self.end_dist) - - elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist + self.pitch): - self.n_bf = int(math.floor((((self.section.flange_width / 2) - ((self.section.web_thickness / 2) + (2 * self.end_dist))) / self.pitch) + 1)) - if self.n_bf % 2 == 0: - if self.n_bf == 2: - self.p_2_flange = (self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist) - else: - self.p_2_flange = (self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 2) * self.pitch) - else: - if self.n_bf == 3: - self.p_2_flange = ((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist)) / 2 - else: - self.p_2_flange = ((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 3) * self.pitch)) / 2 - - if self.n_bw == 1: - continue - - print("no bolts web: ",self.n_bw, "no bolts flange: ",self.n_bf) - - if self.connection == 'Flush End Plate': - # if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 - # elif self.n_bf > 1: - # self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 - else: - if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 + 4 - else: - # if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 + self.n_bf*4 - # elif self.n_bf > 1: - # self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 + self.n_bf*4 - print("no of bolts: ", self.no_bolts) - - ######### pitch 2 along web ################## - if self.n_bw % 2 == 0: - if self.n_bw == 2: - self.p_2_web = (self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist) - else: - self.p_2_web = self.section.depth - (2 * self.section.flange_thickness) - ( - 2 * self.end_dist) - ((self.n_bw - 2) * self.pitch) - else: - if self.n_bw == 3: - self.p_2_web = ((self.section.depth) - (2 * self.section.flange_thickness) - ( - 2 * self.end_dist)) / 2 - else: - self.p_2_web = (self.section.depth - (2 * self.section.flange_thickness) - ( - 2 * self.end_dist) - ((self.n_bw - 3) * self.pitch)) / 2 - print("p_2_web: ", self.p_2_web,"p_2_flange: ",self.p_2_flange) - - ############# y_max and y square ################ - """ - y_sqr is calculated as square of distance from center of bottom flange to each bolt centre - """ - if self.connection == 'Flush End Plate': - self.y_max = self.section.depth - 3/2 * self.section.flange_thickness - self.end_dist - else: - self.y_max = self.section.depth - self.section.flange_thickness/2 + self.end_dist - print("y_max",self.y_max) - - if self.connection == 'Flush End Plate': - if self.n_bw % 2 == 0: - # TODO: This part can be removed - if self.n_bw == 2: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness/2 + self.end_dist)**2 - self.y_sqr2 = self.n_bf * (self.section.flange_thickness/2 + self.end_dist + self.p_2_web)**2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness/2 + self.end_dist)**2 - print("y_sqr1",self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1,int(self.n_bw/2)): - self.y_sq2 = (self.section.flange_thickness/2 + self.end_dist + i * self.pitch)**2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - # return self.y_sqr2 - - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness/2 + self.end_dist + ((self.n_bw/2)-1) * self.pitch + self.p_2_web)**2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = 0 - for i in range(1, int(self.n_bw/2)): - self.y_sq4 = (self.section.flange_thickness/2 + self.end_dist + ((self.n_bw/2)-1) * self.pitch + self.p_2_web + i * self.pitch)**2 - self.y_sqr4 = self.y_sqr4 + self.y_sq4 - - self.y_sqr4 = self.y_sqr4 + (self.n_bf -1) * self.y_sq4 - print("y_sqr4", self.y_sqr4) - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) - print("y_sqr", self.y_sqr) - else: - # TODO: This part can be removed - if self.n_bw == 3: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = (self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1",self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1,int(self.n_bw/2 - 0.5)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - # print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ((self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 - # print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ((self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 - # print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = 0 - for i in range(1,int(self.n_bw/2 - 0.5)): - self.y_sq5 = (self.section.flange_thickness/2 + self.end_dist + ((self.n_bw/2)-1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch)**2 - self.y_sqr5 = self.y_sqr5 + self.y_sq5 - - self.y_sqr5 = self.y_sqr5 + (self.n_bf - 1) * self.y_sq5 - print("y_sqr5",self.y_sqr5) - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) - print("y_sqr",self.y_sqr) - else: - if self.n_bw % 2 == 0: - # TODO: minimum no of bolts rows for extended end plate is 4 - # TODO: This part can be removed - if self.n_bw == 2: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 +self.y_sqr3) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1, int(self.n_bw / 2)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - # print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 - # print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = 0 - for i in range(1, int(self.n_bw / 2)): - self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 - self.y_sqr4 = self.y_sqr4 + self.y_sq4 - - self.y_sqr4 = self.y_sqr4 + (self.n_bf - 1) * self.y_sq4 - print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + (self.n_bw - 2)*self.pitch + self.p_2_web) ** 2 - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) - print("y_sqr", self.y_sqr) - else: - # TODO: This part can be removed - if self.n_bw == 3: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = (self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr4 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 - print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = 0 - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 - self.y_sqr5 = self.y_sqr5 + self.y_sq5 - - self.y_sqr5 = self.y_sqr5 + (self.n_bf - 1) * self.y_sq5 - print("y_sqr5", self.y_sqr5) - - self.y_sqr6 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + (self.n_bw - 3)*self.pitch + 2 * self.p_2_web) ** 2 - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5 + self.y_sqr6) - print("y_sqr", self.y_sqr) - - - self.t_b = round((self.factored_axial_load / self.no_bolts) + (self.load_moment * self.y_max) / self.y_sqr,2) - - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=x,bolt_grade_provided=(self.bolt.bolt_grade[-1])) - - - print("T_b: ",self.t_b,"Bolt tension capacity: ",self.bolt.bolt_tension_capacity) - if self.t_b < self.bolt.bolt_tension_capacity: - # self.lst1.append(x) - # self.lst2.append(self.no_bolts) - if previous_size is None: - self.lst1.append(x) - self.lst2.append(self.no_bolts) - print("List1, List2",self.lst1,self.lst2) - else: - # self.prev_dia = (previous_size) - if previous_size != x and previous_size > x: - self.lst1.append(x) - self.lst2.append(self.no_bolts) - print("after prev size, lst1, lst2",self.lst1,self.lst2) - print("excluded diam",previous_size) - print(self.lst1) - # self.lst1.pop(self.prev_dia) - else: - pass - self.res = dict(zip(self.lst1, self.lst2)) - else: - pass - - if len(self.lst1) != 0: - self.key_min = min(self.res, key=self.res.get) - self.bolt_diam_provided = self.key_min - # return self.bolt_diam_provided - print("diam list", self.lst1) - print("no of bolts list", self.lst2) - print("dict", self.res) - print("Bolt diam prov", self.bolt_diam_provided) - print("Selecting bolt grade") - # self.get_bolt_grade(self) - self.design_status = True - self.bolt_dia_status = True - self.get_bolt_grade(self) - - else: - if KEY_D == 'Customized': - self.design_status = False - self.bolt_dia_status = False - logger.error("Try different bolt diameter") - - elif self.connection == "Flush End Plate": - self.design_status = False - self.bolt_dia_status = False - logger.error("The number of bolts for given bolt size(s) are not sufficient to cater for the given section and loads combination.") - logger.info("Try different material or try Extended Both Ways Connection") - # - # elif self.load_moment > self.section.moment_capacity and self.factored_axial_load > self.axial_capacity: - # self.design_status = False - # logger.error("change given load combi") - - else: - self.design_status = False - self.bolt_dia_status = False - logger.error("The number of bolt row(s) are not sufficient to cater for the given section and load combination.") - logger.info("Try Cover Plate connection.") - - ############################################################################################################# - ## Function to get Bolt grade ## - ############################################################################################################### - - def get_bolt_grade(self): - """" - Bolt size selected in upper function is checked with each bolt grade and the minimum - bolt grade which passes the check is selected - """ - self.lst3 = [] - - # self.lst2 = [] - # for (x,y) in (self.bolt.bolt_diameter,self.bolt.bolt_grade): - # TODO: function can be reduced, with top down approach, see Deepthi's code - for x in reversed(self.bolt.bolt_grade): - self.pitch = IS800_2007.cl_10_2_2_min_spacing(self.bolt_diam_provided) - self.end_dist = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt_diam_provided,self.bolt.bolt_hole_type,self.bolt.edge_type),5) - print("Bolt diam: ", self.bolt_diam_provided,"Pitch: ",self.pitch,"End-dist: ",self.end_dist) - - ########## no of bolts along each side of web and flange ################## - - self.n_bw = int(math.floor(((self.section.depth - (2 * self.section.flange_thickness + (2 * self.end_dist))) / self.pitch) + 1)) - # print("n_bw",self.n_bw) - if ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist): - continue - - elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist) and ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist + self.pitch): - self.n_bf = 1 - self.p_2_flange = round((self.section.flange_width / 2 - self.section.web_thickness / 2 - self.end_dist),2) - - elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist + self.pitch): - self.n_bf = int(math.floor((((self.section.flange_width / 2) - ((self.section.web_thickness / 2) + (2 * self.end_dist))) / self.pitch) + 1)) - if self.n_bf % 2 == 0: - if self.n_bf == 2: - self.p_2_flange = round((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist),2) - else: - self.p_2_flange = round((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 2) * self.pitch),2) - else: - if self.n_bf == 3: - self.p_2_flange = round(((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist)) / 2,2) - else: - self.p_2_flange = round(((self.section.flange_width / 2) - (self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 3) * self.pitch)) / 2,2) - - - if self.connection == 'Flush End Plate': - self.n_bf_output = self.n_bf * 4 - else: - self.n_bf_output = self.n_bf * 8 - - # print("n_bf",self.n_bf) - print("In bolt grade loop, grade = ", x) - - print("no bolts web", self.n_bw, "no bolts flange", self.n_bf) - - ############################################################# - ## added images to reflect in output dock - ############################################################# - - if self.n_bw % 2 == 0: - if self.n_bw == 2: - self.image_web = './ResourceFiles/images/flush_2rows.png' - else: - self.image_web = './ResourceFiles/images/flush_n_even.png' - else: - if self.n_bw == 3: - self.image_web = './ResourceFiles/images/flush_3_rows.png' - else: - self.image_web = './ResourceFiles/images/flush_n_odd.png' - - - if self.connection == 'Flush End Plate': - if self.n_bf % 2 == 0: - if self.n_bf == 2: - self.image_flange = './ResourceFiles/images/flange_2_bolt_flush.png' - else: - self.image_flange = './ResourceFiles/images/flange_even_bolt_flush.png' - else: - if self.n_bf == 1: - self.image_flange = './ResourceFiles/images/flange_1_bolt.png' - elif self.n_bf == 3: - self.image_flange = './ResourceFiles/images/flange_3_bolt_flush.png' - else: - self.image_flange = './ResourceFiles/images/flange_odd_bolt_flush.png' - else: - if self.n_bf % 2 == 0: - if self.n_bf == 2: - self.image_flange = './ResourceFiles/images/flange_2_bolt_extended.png' - else: - self.image_flange = './ResourceFiles/images/flange_even_bolt_extended.png' - else: - if self.n_bf == 1: - self.image_flange = './ResourceFiles/images/flange_1_bolt_extended.png' - elif self.n_bf == 3: - self.image_flange = './ResourceFiles/images/flange_3_bolt_extended.png' - else: - self.image_flange = './ResourceFiles/images/flange_odd_bolt_extended.png' - - if self.connection == 'Flush End Plate': - # if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 + (self.n_bf - 1) * 4 - else: - if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 +4 - else: - # if self.n_bf == 1: - self.no_bolts = self.n_bw * 2 + (self.n_bf - 1) * 4 + self.n_bf * 4 - print("no of bolts", self.no_bolts) - - ######### pitch 2 along web ################## - if self.n_bw % 2 == 0: - if self.n_bw == 2: - self.p_2_web = (self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist) - else: - self.p_2_web = self.section.depth - (2 * self.section.flange_thickness) - (2 * self.end_dist) - ((self.n_bw - 2) * self.pitch) - else: - if self.n_bw == 3: - self.p_2_web = ((self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist)) / 2 - else: - self.p_2_web = (self.section.depth - (2 * self.section.flange_thickness) - (2 * self.end_dist) - ((self.n_bw - 3) * self.pitch)) / 2 - print("p_2_web_prov", self.p_2_web, "p_2_flange_prov", self.p_2_flange) - - - ############# y_max and y square ################ - """ - This part is repeated for bolt diam selected, otherwise it will take valve - of y_sqr as for max bolt in bolt list provided by user - """ - if self.connection == 'Flush End Plate': - self.y_max = self.section.depth - 3 / 2 * self.section.flange_thickness - self.end_dist - else: - self.y_max = self.section.depth - self.section.flange_thickness / 2 + self.end_dist - print("y_max", self.y_max) - - if self.connection == 'Flush End Plate': - if self.n_bw % 2 == 0: - # TODO: This part can be removed - if self.n_bw == 2: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = self.n_bf * ( - self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1, int(self.n_bw / 2)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - # return self.y_sqr2 - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = 0 - for i in range(1, int(self.n_bw / 2)): - self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 - self.y_sqr4 = self.y_sqr4 + self.y_sq4 - self.y_sqr4 = self.y_sqr4 + (self.n_bf - 1) * self.y_sq4 - print("y_sqr4", self.y_sqr4) - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) - print("y_sqr", self.y_sqr) - else: - # TODO: This part can be removed - if self.n_bw == 3: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = (self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * ( - self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) - else: - - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 - print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = 0 - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 - self.y_sqr5 = self.y_sqr5 + self.y_sq5 - self.y_sqr5 = self.y_sqr5 + (self.n_bf - 1) * self.y_sq5 - print("y_sqr5", self.y_sqr5) - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) - print("y_sqr", self.y_sqr) - else: - if self.n_bw % 2 == 0: - # TODO: minimum no of bolts rows for extended end plate is 4 - # TODO: This part can be removed - if self.n_bw == 2: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = self.n_bf * ( - self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * ( - 1.5 * self.section.flange_thickness + 3 * self.end_dist + self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) - else: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - - for i in range(1, int(self.n_bw / 2)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = 0 - for i in range(1, int(self.n_bw / 2)): - self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 - self.y_sqr4 = self.y_sqr4 + self.y_sq4 - self.y_sqr4 = self.y_sqr4 + (self.n_bf - 1) * self.y_sq4 - print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( - self.n_bw - 2) * self.pitch + self.p_2_web) ** 2 - - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) - print("y_sqr", self.y_sqr) - else: - # TODO: This part can be removed - if self.n_bw == 3: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - self.y_sqr2 = (self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 - self.y_sqr3 = self.n_bf * ( - self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr4 = self.n_bf * ( - 1.5 * self.section.flange_thickness + 3 * self.end_dist + 2 * self.p_2_web) ** 2 - self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) - else: - self.y_sqr1 = self.n_bf * (self.section.flange_thickness / 2 + self.end_dist) ** 2 - print("y_sqr1", self.y_sqr1) - - self.y_sqr2 = 0 - - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq2 = (self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 - self.y_sqr2 = self.y_sqr2 + self.y_sq2 - print("y_sqr2", self.y_sqr2) - - self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 - print("y_sqr3", self.y_sqr3) - - self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 - print("y_sqr4", self.y_sqr4) - - self.y_sqr5 = 0 - for i in range(1, int(self.n_bw / 2 - 0.5)): - self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( - (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 - self.y_sqr5 = self.y_sqr5 + self.y_sq5 - self.y_sqr5 = self.y_sqr5 + (self.n_bf - 1) * self.y_sq5 - print("y_sqr5", self.y_sqr5) - - self.y_sqr6 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( - self.n_bw - 3) * self.pitch + 2 * self.p_2_web) ** 2 - - self.y_sqr = 2 * ( - self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5 + self.y_sqr6) - print("y_sqr", self.y_sqr) - - self.t_b = round((self.factored_axial_load / self.no_bolts) + (self.load_moment * self.y_max) / self.y_sqr,2) - - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided,bolt_grade_provided=x) - # - # if self.design_status: - # self.lst3.append(x) - # # self.lst2.append(y) - # self.bolt_grade_provided = min(self.lst3) - print("T_b: ", self.t_b, "Bolt tension capacity: ", self.bolt.bolt_tension_capacity) - if self.t_b < self.bolt.bolt_tension_capacity: - self.lst3.append(x) - else: - pass - - if len(self.lst3) != 0: - self.bolt_grade_provided = min(self.lst3) - # return self.bolt_diam_provided - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided) - print("bolt grade", self.bolt_grade_provided) - # self.get_bolt_grade(self) - self.design_status = True - self.bolt_grade_status = True - print("1",self.bolt.bolt_tension_capacity) - self.plate_details(self) - - else: - self.design_status = False - logger.error("Bolt grade selection failure!") - - ######################################################################################################## - - ######################################################################################################## - ## Function to get plate thickness ## - ######################################################################################################### - def plate_details(self): - ############################## Prying Force ####################################################### - self.q = (round(self.bolt.bolt_tension_capacity / 1000, 2) - round(self.t_b / 1000,2)) - self.lv = self.end_dist #- (self.section.root_radius / 2) - self.le1 = self.end_dist - self.f_o = round((0.7 * self.bolt.bolt_fu), 2) - self.b_e = self.section.flange_width/(2 * self.n_bf) - if self.bolt.bolt_type == "Bearing Bolt": - bolt_tensioning = 'Non pre-tensioned' - self.beta_prying = 2 - else: - bolt_tensioning = 'Pre-tensioned' - self.beta_prying = 1 - - self.t_prying = ((round(self.t_b / 1000,2) - (self.q * 2 * self.le1/float(self.lv))) * ((27 * self.le1 * (self.lv)**2)/(self.beta_prying * 1.5 * (self.f_o/1000) * self.b_e))) ** 0.25 - - ######################################################################################################## - - if self.connection == 'Flush End Plate': - self.plate_height = self.section.depth - else: - self.plate_height = self.section.depth + 4 * self.end_dist - self.plate_width = self.section.flange_width - self.y_2 = self.y_max - self.pitch - self.t_b2 = round((self.factored_axial_load / self.no_bolts) + (self.load_moment * self.y_2) / self.y_sqr,2) - - if self.connection == 'Flush End Plate': - if self.n_bf <= 1: - self.m_ep = max(0.5 * self.t_b * self.end_dist, self.t_b2 * self.end_dist) - else: - self.m_ep = self.t_b * self.end_dist - else: - self.m_ep = self.t_b * self.end_dist - print("m_ep: ",self.m_ep) - - if self.pitch >= self.end_dist*2: - self.b_eff = self.end_dist*2 - elif self.pitch < self.end_dist*2: - self.b_eff = self.pitch - - gamma_m0 = 1.1 - self.lst_pl = [] - - for x in self.plate.thickness: - self.m_dp = self.b_eff * x**2 * self.plate.fy / (4 * gamma_m0) - print("m_dp: ",self.m_dp) - if self.m_dp > self.m_ep and x >= self.t_prying: - self.lst_pl.append(x) - print("plate list",self.lst_pl) - else: - pass - # self.design_status = False - # logger.error('Plate thickness provided is not sufficient') - # logger.info('Please select higher tplate thickness') - # self.bolt_capacities(self) - self.lst_4 = [] - # self.bolt_conn_plates_t_fu_fy = [] - # self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) - for x in self.lst_pl: - - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((x, self.plate.fu, self.plate.fy)) - self.bolt_conn_plates_t_fu_fy.append((x, self.plate.fu, self.plate.fy)) - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt_diam_provided,conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - - # self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, - # bolt_grade_provided=self.bolt_grade_provided) - if self.connection == 'Flush End Plate': - self.v_sb = self.fact_shear_load/ (2 * self.n_bw) - else: - self.v_sb = self.fact_shear_load/ ((2 * self.n_bw) + 4) - - print("V_sb: ", self.v_sb, "Bolt capacity: ", self.bolt.bolt_capacity) - - if self.v_sb < self.bolt.bolt_capacity: - self.lst_4.append(x) - else: - pass - - if len(self.lst_4) != 0: - self.plate_thickness_provided = min(self.lst_4) - # self.pl_thk = round(math.sqrt((self.m_ep * 4 * gamma_m0) / (self.b_eff * self.plate.fy)), 2) - self.le2 = ((1 * self.f_o / self.plate.fy) ** 0.5) * 1.1 * self.plate_thickness_provided - self.m_dp_prov = self.b_eff * self.plate_thickness_provided ** 2 * self.plate.fy / (4 * gamma_m0) - self.le = min(self.le1,self.le2) - self.prying_f = (round(self.t_b/1000 ,2) - (1 * 1.5 * (round(self.f_o/1000,2)) * self.b_e * (self.plate_thickness_provided) ** 4)/(27 *self.le * (self.lv) ** 2)) - - # return self.bolt_diam_provided - print("Plate thickness prov", self.plate_thickness_provided) - # self.get_bolt_grade(self) - if self.connection == 'Flush End Plate': - self.stiff_ht = 0.0 - self.stiff_wt = 0.0 - self.t_s = 0.0 - self.weld_type = "N/A" - self.weld_size_prov = 'N/A' - if self.design_status: - self.plate_status = True - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided) - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) - self.bolt_tension = self.bolt.bolt_tension_capacity - self.bolt_cap = self.bolt.bolt_capacity - - self.prying_force = IS800_2007.cl_10_4_7_bolt_prying_force(self.t_b, self.lv, self.f_o, - self.b_e, - self.plate_thickness_provided, - self.section.fy, self.end_dist, - self.bolt.bolt_tensioning, eta=1.5) - - logger.info(": Overall Column End Plate connection design is SAFE \n") - logger.info(" :=========End Of design===========") - else: - logger.error(": Overall Column End Plate connection design is UNSAFE \n ") - logger.info(" :=========End Of design===========") - else: - # if 2 * self.end_dist >= 50: - self.stiffener_details(self) - # else: - # self.stiff_ht = 0.0 - # self.stiff_wt = 0.0 - # self.t_s = 0.0 - # self.weld_type = "None" - # self.design_status = True - # self.plate_details(self) - - else: - previous_diam = (self.bolt_diam_provided) - print(type(self.bolt_diam_provided)) - self.get_bolt_diam(self,previous_diam) - # self.design_status = False - # logger.error("Plate thickness provided is not satisfied") -############################################################################################################ - -########################################################################################## - #### Stiffener details #### -########################################################################################## - def stiffener_details(self): - gamma_m0 = 1.1 - gamma_mw = 1.25 - k = 0.7 - self.m_s = self.t_b * self.end_dist - - self.n = 10 - - self.a = 196 - self.b = -25 * self.n - self.c = self.n ** 2 - self.d = (self.t_b * self.end_dist * 4 * gamma_m0)/self.plate.fy - - coeff = [self.a,self.b,self.c,self.d] - - self.t_s = np.roots(coeff) - self.t_s = math.ceil(np.amax(self.t_s)) - if self.t_s < 6: - self.t_s = 6 - else: - pass - - self.h_s = 14 * self.t_s - - flange_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size(self.section.flange_thickness, self.t_s) - flange_weld_throat_size = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( - fillet_size=flange_weld_size_min, fusion_face_angle=90) - flange_weld_throat_max = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(self.section.flange_thickness, - self.t_s) - - self.weld_length_avail = 2 * self.h_s - 2 * self.n - - self.weld_force_shear = (self.fact_shear_load)/(2 * flange_weld_throat_size * self.weld_length_avail) - self.weld_force_moment = (self.load_moment)/(2*((self.weld_length_avail / 2) ** 2 * flange_weld_throat_size)/6) - # capacity_unit_flange is the capacity of weld of unit throat thickness - capacity_unit_flange = (k * self.section.fu) / (math.sqrt(3) * gamma_mw) # N/mm**2 or MPa - - self.resultant = math.sqrt(self.weld_force_shear ** 2 + self.weld_force_moment ** 2) - - self.weld_size = self.resultant/capacity_unit_flange - - if 2*self.end_dist < 50: - self.stiff_ht = 0.0 - self.stiff_wt = 0.0 - self.t_s = 0.0 - self.weld_type = "None" - print("< 50 loop") - else: - if self.h_s < 100: - self.h_s = 100 - else: - self.h_s = self.h_s - - if self.weld_size <= 16: - self.weld_size_prov = self.weld_size - self.weld_type = "Fillet Weld" - self.t_s = self.t_s - self.stiff_wt = 2 * self.end_dist - self.stiff_ht = self.h_s - print(">50, fillet loop") - else: - self.weld_size_prov = 'N/A' - self.t_s = self.t_s - self.stiff_wt = 2 * self.end_dist - self.stiff_ht = self.h_s - self.weld_type = "Groove Weld" - print(">50, groove loop") - - if self.design_status: - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided) - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, - bolt_grade_provided=self.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) - self.bolt_tension = self.bolt.bolt_tension_capacity - self.bolt_cap = self.bolt.bolt_capacity - logger.info(": Overall Column End Plate connection design is SAFE \n") - logger.info(" :=========End Of design===========") - else: - logger.error(": Overall Column End Plate connection design is UNSAFE \n ") - logger.info(" :=========End Of design===========") - - -######################################################## - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('End Plate', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'End Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Connector", bgcolor) - -##################################################################### - ### Output Dict ### -##################################################################### - - def results_to_test(self): - # test_input = {KEY_MODULE : self.module, - # KEY_MAIN_MODULE: self.mainmodule, - # KEY_DISP_SEC_PROFILE: "ISection", - # KEY_DISP_BEAMSEC: self.section.designation, - # KEY_MATERIAL: self.section.material, - # KEY_SEC_FU: self.section.fu, - # KEY_SEC_FY: self.section.fy, - # KEY_D: self.bolt.bolt_diameter, - # KEY_GRD: self.bolt.bolt_grade, - # KEY_TYP: self.bolt.bolt_type, - # KEY_PLATETHK: self.plate.thickness, - # KEY_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, - # KEY_DP_BOLT_SLIP_FACTOR: self.bolt.mu_f, - # KEY_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, - # KEY_DP_DETAILING_GAP: self.plate.gap, - # KEY_DP_DETAILING_CORROSIVE_INFLUENCES: self.bolt.corrosive_influences} - if self.bolt.bolt_type == TYP_BEARING: - pass - else: - self.bolt.bolt_bearing_capacity = 0.0 - test_output = {KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), - KEY_MEMBER_SHEAR_CAPACITY: round(self.shear_capacity / 1000, 2), - KEY_MEMBER_AXIALCAPACITY: round(self.axial_capacity / 1000, 2), - - # applied loads - KEY_DISP_APPLIED_AXIAL_FORCE: round(self.factored_axial_load / 1000, 2), - KEY_DISP_APPLIED_SHEAR_LOAD: round(self.fact_shear_load / 1000, 2), - KEY_DISP_APPLIED_MOMENT_LOAD: round(self.load_moment / 1000000, 2), - - # bolt_capacity - KEY_OUT_BOLT_SHEAR: round(self.bolt.bolt_shear_capacity / 1000, 2), - KEY_OUT_BOLT_BEARING: round(self.bolt.bolt_bearing_capacity / 1000, 2), - KEY_OUT_BOLT_CAPACITY: round(self.bolt.bolt_capacity / 1000, 2), - KEY_OUT_BOLT_TENSION_CAPACITY: round(self.bolt.bolt_tension_capacity / 1000, 2), - KEY_Y_SQR: round(self.y_sqr,2), - KEY_BOLT_TENSION: round(self.t_b,2), - KEY_BOLT_SHEAR: round(self.v_sb,2), - - # detailng - KEY_D: self.bolt_diam_provided, - KEY_GRD: self.bolt_grade_provided, - KEY_OUT_PITCH: self.pitch, - KEY_OUT_END_DIST: self.end_dist, - KEY_OUT_NO_BOLTS_WEB: (self.n_bw), - KEY_OUT_NO_BOLTS_FLANGE: (self.n_bf), - KEY_OUT_NO_BOLTS: round(self.no_bolts), - KEY_P2_WEB: self.p_2_web, - KEY_P2_FLANGE: self.p_2_flange, - - # plate - KEY_OUT_PLATETHK: self.plate_thickness_provided, - KEY_OUT_PLATE_HEIGHT: self.plate_height, - KEY_OUT_PLATE_LENGTH: self.plate_width, - KEY_OUT_PLATE_MOM_CAPACITY: round(self.m_dp/1000000,2), - KEY_PLATE_MOMENT: round(self.m_ep/1000000,2), - - #stiffener - KEY_OUT_STIFFENER_HEIGHT: self.stiff_ht, - KEY_OUT_STIFFENER_WIDTH: self.stiff_wt, - KEY_OUT_STIFFENER_THICKNESS: self.t_s, - KEY_OUT_WELD_TYPE: self.weld_type} - return test_output - - @staticmethod - def grdval_customized(): - b = VALUES_GRD_CUSTOMIZED - return b - - @staticmethod - def diam_bolt_customized(): - c = connectdb1() - return c - - @staticmethod - def endplate_thick_customized(): - d = VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED - return d - - @staticmethod - def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, factored_axial_force, - column_area, compression_element, section): - column_d = D - (2 * column_f_t) - epsilon = float(math.sqrt(250 / column_fy)) - axial_force_w = int( - ((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N - - des_comp_stress_web = column_fy - des_comp_stress_section = column_fy - avg_axial_comp_stress = axial_force_w / ((D - 2 * column_f_t) * column_t_w) - r1 = avg_axial_comp_stress / des_comp_stress_web - r2 = avg_axial_comp_stress / des_comp_stress_section - a = column_b / column_f_t - # column_d = D - 2(column_f_t) - # compression_element=["External","Internal","Web of an I-H" ,"box section" ] - # section=["rolled","welded","compression due to bending","generally", "Axial compression" ] - # section = "rolled" - if compression_element == "External" or compression_element == "Internal": - if section == "Rolled": - if column_b * 0.5 / column_f_t <= 9.4 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 10.5 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 15.7 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - elif section == "welded": - if column_b * 0.5 / column_f_t <= 8.4 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 9.4 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 13.6 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - # else: - # print('fail') - elif section == "compression due to bending": - if column_b * 0.5 / column_f_t <= 29.3 * epsilon: - class_of_section1 = "plastic" - elif column_b * 0.5 / column_f_t <= 33.5 * epsilon: - class_of_section1 = "compact" - # elif column_b * 0.5 / column_f_t <= 42 * epsilon: - # class_of_section1 = "semi-compact" - else: - class_of_section1 = "semi-compact" - # else: - - elif compression_element == "Web of an I-H" or compression_element == "box section": - if section == "generally": - if r1 < 0: - if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "plastic" - elif column_d / column_t_w <= (max(105 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "compact" - else: - class_of_section1 = "semi-compact" - # else: - # print('fail') - # print("class_of_section3", class_of_section) - elif r1 > 0: - if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): - class_of_section1 = "plastic" - elif column_d / column_t_w <= max((105 * epsilon / (1 + (r1 * 1.5))), ( - 42 * epsilon)): - class_of_section1 = "compact" - else: - class_of_section1 = "semi-compact" - - elif section == "Axial compression": - if column_d / column_t_w <= (42 * epsilon): - class_of_section1 = "semi-compact" - else: - class_of_section1 = "N/A" - - print("class_of_section", class_of_section1) - if class_of_section1 == "plastic": - class_of_section1 = 1 - elif class_of_section1 == "compact": - class_of_section1 = 2 - elif class_of_section1 == "semi-compact": - class_of_section1 = 3 - # else: - # print('fail') - print("class_of_section2", class_of_section1) - - return class_of_section1 - - print("class_of_section1", class_of_section1) - - def customized_input(self): - - list1 = [] - t1 = (KEY_GRD, self.grdval_customized) - list1.append(t1) - t3 = (KEY_D, self.diam_bolt_customized) - list1.append(t3) - t6 = (KEY_PLATETHK, self.endplate_thick_customized) - list1.append(t6) - return list1 - ################################ Design Report ##################################################################################### - - -# def save_design(self, popup_summary): - def save_design(self, popup_summary): - # print("2",self.bolt.bolt_tension_capacity) - - self.report_supporting = {KEY_DISP_SEC_PROFILE: "ISection", - KEY_DISP_BEAMSEC: self.section.designation, - KEY_DISP_MATERIAL: self.section.material, - KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.section.fu, - KEY_DISP_YIELD_STRENGTH_REPORT: self.section.fy, - KEY_REPORT_MASS: self.section.mass, - KEY_REPORT_AREA: round(self.section.area * 1e-2, 2), - KEY_REPORT_DEPTH: self.section.depth, - KEY_REPORT_WIDTH: self.section.flange_width, - KEY_REPORT_WEB_THK: self.section.web_thickness, - KEY_REPORT_FLANGE_THK: self.section.flange_thickness, - KEY_DISP_FLANGE_S_REPORT: self.section.flange_slope, - KEY_REPORT_R1: self.section.root_radius, - KEY_REPORT_R2: self.section.toe_radius, - KEY_REPORT_IZ: self.section.mom_inertia_z * 1e-4, - KEY_REPORT_IY: self.section.mom_inertia_y * 1e-4, - KEY_REPORT_RZ: round(self.section.rad_of_gy_z * 1e-1, 2), - KEY_REPORT_RY: round(self.section.rad_of_gy_y * 1e-1, 2), - KEY_REPORT_ZEZ: self.section.elast_sec_mod_z * 1e-3, - KEY_REPORT_ZEY: self.section.elast_sec_mod_y * 1e-3, - KEY_REPORT_ZPZ: self.section.plast_sec_mod_z * 1e-3, - KEY_REPORT_ZPY: self.section.plast_sec_mod_y * 1e-3} - - self.report_input = \ - {KEY_MODULE: self.module, - KEY_MAIN_MODULE: self.mainmodule, - # KEY_CONN: self.connectivity, - KEY_DISP_MOMENT: self.load.moment, - KEY_DISP_SHEAR: self.load.shear_force, - KEY_DISP_AXIAL: self.load.axial_force, - - "Column Section - Mechanical Properties": "TITLE", - "Section Details": self.report_supporting, - - "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), - KEY_DISP_TYP: self.bolt.bolt_type, - KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, - KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, - KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, - - "Detailing - Design Preference": "TITLE", - KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, - KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences} - - self.report_check = [] - self.Pmc = self.section.plastic_moment_capactiy - self.Mdc = self.section.moment_d_def_criteria - h = self.section.depth - (2 * self.section.flange_thickness) - - if self.member_capacity_status is True and self.bolt_dia_status is True: - - kb_disp = round(self.bolt.kb, 2) - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided,bolt_grade_provided=self.bolt_grade_provided) - # self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_grade_provided, bolt_grade_provided=self.bolt_grade_provided, - # conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) - bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) - bolt_shear_capacity_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt_conn_plates_t_fu_fy.append((self.plate_thickness_provided, self.plate.fu, self.plate.fy)) - self.plate_thickness = [self.plate_thickness_provided,self.plate_thickness_provided] - self.prying_force = IS800_2007.cl_10_4_7_bolt_prying_force(self.t_b, self.lv, self.f_o, - self.b_e, - self.plate_thickness_provided, - self.section.fy, self.end_dist, - self.bolt.bolt_tensioning, eta=1.5) - if self.prying_f <= 0.0: - self.prying_f = int(0.0) - else: - self.prying_f = self.prying_f - self.tension_demand = round(self.t_b / 1000, 2) + round(self.prying_f, 2) - else: - pass - - - t1 = ('SubSection', 'Member Capacity', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') - self.report_check.append(t1) - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - t1 = ( - SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification(class_of_section=self.class_of_section), "") - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, int(self.load.axial_force), - - cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, - T_dg=round(self.axial_capacity / 1000, 2), multiple=None, - area=round(self.section.area, 2)), get_pass_fail(self.load.axial_force, self.axial_capacity, relation='leq')) - self.report_check.append(t1) - - # self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * - # self.section.web_thickness * self.section.fy) / (math.sqrt(3) * gamma_m0), 2) - - t1 = (KEY_OUT_DISP_SHEAR_CAPACITY, int(self.load.shear_force), - cl_8_4_shear_yielding_capacity_member(h=h, t=self.section.web_thickness, - f_y=self.section.fy, gamma_m0=gamma_m0, - V_dg=round(self.shear_capacity / 1000, 2)),get_pass_fail(self.load.shear_force, self.shear_capacity, relation='leq')) - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', - cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), - Z_p=round(self.Z_p, 2), - f_y=self.section.fy, - gamma_m0=gamma_m0, - Pmc=round(self.Pmc / 1000000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member(fy=self.section.fy,Z_e=round(self.section.elast_sec_mod_z,2),Mdc=round(self.Mdc / 1000000,2)),'') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, int(self.load.moment), - cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), - Mdc=round(self.Mdc / 1000000, 2), - M_c=round(self.section.moment_capacity / 1000000,2)),get_pass_fail(self.load.moment, self.section.moment_capacity, relation='leq')) - self.report_check.append(t1) - - if self.member_capacity_status is True: - t1 = ('SubSection', 'Load Consideration', '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - #####INTERACTION RATIO####### - - t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al=self.load.axial_force, M=self.load.moment, - A_c=round(self.axial_capacity / 1000, 2), - M_c=round(self.section.moment_capacity / 1000000, 2), - IR_axial=round(self.IR_axial,2), IR_moment=round(self.IR_moment,2), - sum_IR=round(self.sum_IR,2)), '') - self.report_check.append(t1) - ############################# - #### Min load Required ############### - t2 = (MIN_LOADS_REQUIRED, min_loads_required(conn="beam_beam"), - min_loads_provided(min_ac=round(self.min_axial_load / 1000, 2), - min_mc=round(self.load_moment_min / 1000000, 2), - conn="beam_beam"), '') - self.report_check.append(t2) - - ############################# - t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, self.load.axial_force, - prov_axial_load(axial_input=self.load.axial_force, min_ac=round(self.min_axial_load / 1000, 2), - app_axial_load=round(self.factored_axial_load / 1000, 2), - axial_capacity=round(self.axial_capacity / 1000, 2)), '') - - self.report_check.append(t1) - V_dy = round(self.shear_capacity / 0.6 / 1000, 2) - t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, - prov_shear_load(shear_input=self.load.shear_force, min_sc=round(self.shear_load1 / 1000, 2), - app_shear_load=round(self.fact_shear_load / 1000, 2), - shear_capacity_1=V_dy), "") - self.report_check.append(t1) - t1 = (KEY_DISP_APPLIED_MOMENT_LOAD, self.load.moment, - prov_moment_load(moment_input=self.load.moment, min_mc=round(self.load_moment_min / 1000000, 2), - app_moment_load=round(self.load_moment / 1000000, 2), - moment_capacity=round(self.section.moment_capacity / 1000000, 2), moment_capacity_supporting=0.0), "") - self.report_check.append(t1) - - if self.member_capacity_status is True and self.bolt_dia_status is True: - t1 = ('SubSection', ' Bolt Check', '|p{3cm}|p{6.3cm}|p{5.7cm}|p{1cm}|') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", display_prov(self.bolt_diam_provided, "d"), '') - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", self.bolt_grade_provided, '') - self.report_check.append(t1) - - t1 = (KEY_DISP_BOLT_HOLE, " ", display_prov(self.bolt.dia_hole, "d_0"), '') - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_NO_BOLTS_WEB, - no_of_bolts_along_web(D=self.section.depth, T_f=self.section.flange_thickness, e=self.end_dist, - p=self.pitch, n_bw=2 * self.n_bw), - self.n_bw * 2, get_pass_fail(self.n_bw, self.n_bw, relation='leq')) - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_NO_BOLTS_FLANGE, - no_of_bolts_along_flange(b=self.section.flange_width, T_w=self.section.web_thickness, e=self.end_dist, - p=self.pitch, n_bf=2 * self.n_bf), - self.n_bf * 2, - - get_pass_fail(self.n_bf, self.n_bf, relation='leq')) - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_NO_BOLTS, '', self.no_bolts, '') - self.report_check.append(t1) - - # t1 = (KEY_OUT_DISP_BOLT_SHEAR, - # shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2,V_sb=round(self.v_sb / 1000, 2)), - # round(self.bolt.bolt_capacity / 1000, 2), - # get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), relation='leq')) - # self.report_check.append(t1) - - - if self.bolt.bolt_type == TYP_BEARING: - bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, - self.bolt.bolt_net_area, - self.bolt.gamma_mb, - bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t2 = (KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(kb_disp, - self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, - self.bolt.gamma_mb, - bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2,V_sb=round(self.v_sb / 1000, 2)), cl_10_3_2_bolt_capacity(bolt_shear_capacity_kn, - bolt_bearing_capacity_kn, - bolt_capacity_kn), get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), relation='leq')) - self.report_check.append(t3) - else: - - t4 = (KEY_OUT_DISP_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, - K_h=1, - fub=self.bolt.bolt_fu, - Anb=self.bolt.bolt_net_area, - gamma_mf=self.bolt.gamma_mf, - capacity=bolt_capacity_kn), '') - self.report_check.append(t4) - - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, - shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2, - V_sb=round(self.v_sb / 1000, 2)),round(self.bolt.bolt_capacity / 1000, 2), - get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), - relation='leq')) - self.report_check.append(t5) - - t1 = (KEY_OUT_DISP_BOLT_TENSION_AXIAL, tension_in_bolt_due_to_axial_load_n_moment(P=round(self.factored_axial_load /1000,2), - n=self.no_bolts, - M=round(self.load_moment/1000,2), - y_max=self.y_max, - y_sqr=round(self.y_sqr ,2),T_b=round(self.t_b/1000 ,2)) ,"","") - # cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, self.bolt.bolt_shank_area, - # self.bolt.bolt_net_area, round(self.bolt.bolt_tension_capacity / 1000, 2)), - # get_pass_fail(self.t_b,self.bolt.bolt_tension_capacity,relation='leq')) - self.report_check.append(t1) - - - t1 = ("Prying force (kN)", cl_10_4_7_prying_force(self.lv, self.le, round(self.le2,2), round(self.t_b/1000 ,2), self.beta_prying, self.f_o, self.b_e, self.plate_thickness_provided, - self.end_dist, - self.section.root_radius, self.plate.fy, self.bolt.bolt_fu, - self.f_o, self.section.flange_width, - self.n_bf * 2, round(self.prying_f, 2), eta=1.5, connection='column_end_plate'), - '', 'OK' if self.design_status else 'Fail') - self.report_check.append(t1) - - if self.bolt.bolt_type == "Bearing Bolt": - t1 = ("Tension demand (kN)", total_bolt_tension_force(T_ba=round(round(self.t_b/1000 ,2)), - Q=round(self.prying_f, 2), - T_b=round(self.tension_demand, 2), - bolt_type=self.bolt.bolt_type), - cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, - self.bolt.bolt_shank_area, - self.bolt.bolt_net_area, - round(self.bolt.bolt_tension_capacity / 1000, 2)), - get_pass_fail(round(self.tension_demand, 2), - round(self.bolt.bolt_tension_capacity, 2), relation='lesser')) - else: - t1 = ("Tension demand (kN)", total_bolt_tension_force(T_ba=round(self.t_b/1000, 2), - Q=round(self.prying_f, 2), - T_b=round(self.tension_demand, 2), - bolt_type=self.bolt.bolt_type), - cl_10_4_5_hsfg_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, - self.bolt.bolt_shank_area, - self.bolt.bolt_net_area, - round(self.bolt.bolt_tension_capacity / 1000, 2)), - get_pass_fail(round(self.tension_demand, 2), - round(self.bolt.bolt_tension_capacity, 2), relation='lesser')) - - self.report_check.append(t1) - - - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.pitch, - get_pass_fail(self.bolt.min_pitch, self.pitch, relation='leq')) - self.report_check.append(t1) - t1 = (DISP_MAX_PITCH , cl_10_2_3_1_max_spacing(self.plate_thickness), - self.pitch, - get_pass_fail(self.bolt.max_spacing, self.pitch, relation='greater')) - self.report_check.append(t1) - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.dia_hole, self.bolt.edge_type), - self.end_dist, - get_pass_fail(self.bolt.min_end_dist, self.end_dist, - relation='lesser')) - self.report_check.append(t3) - t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences,parameter='end_dist'), - self.end_dist, - get_pass_fail(self.bolt.max_end_dist, self.end_dist, - relation='greater')) - self.report_check.append(t4) - - t1 = ('SubSection', 'End Plate Checks', '|p{3.5cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - if self.connection == "Flush End Plate": - - t1 = (DISP_MIN_PLATE_LENGTH, self.section.depth, - self.plate_height, - get_pass_fail(self.section.depth, self.plate_height, relation="leq")) - self.report_check.append(t1) - else: - - t1 = ( - DISP_MIN_PLATE_LENGTH, end_plate_ht_req(D=self.section.depth, e=self.end_dist, h_p=self.plate_height), - self.plate_height, - get_pass_fail(self.plate_height, self.plate_height, relation="leq")) - self.report_check.append(t1) - t1 = (DISP_MIN_PLATE_HEIGHT, self.section.flange_width, - self.plate_width, - get_pass_fail(self.section.flange_width, self.plate_width, relation="leq")) - self.report_check.append(t1) - - t1 = (DISP_MIN_PLATE_THICK, - end_plate_thk_req(M_ep=round(self.m_ep/1000000, 2), b_eff=self.b_eff, f_y=self.section.fy, gamma_m0=gamma_m0, - t_p=self.plate_thickness_provided, t_b=self.t_b, q=round(self.prying_f, 2), l_e=self.le, l_v=self.lv, - f_o=self.f_o, b_e=self.b_e, beta=self.beta_prying, module='Column_EP'), - self.plate_thickness_provided, - get_pass_fail(self.plate.thickness_provided, self.plate_thickness_provided, relation="leq")) - self.report_check.append(t1) - - # if self.pitch >= 2*self.end_dist: - # - # t1=(KEY_OUT_DISP_PLATE_MOM_CAPACITY,moment_acting_on_end_plate(M_ep=round(self.m_ep/1000000, 2), b_eff=2*self.end_dist, f_y=self.plate.fy, gamma_m0=gamma_m0, - # t_p=self.plate_thickness_provided), - # design_capacity_of_end_plate(M_dp=round(self.m_dp/1000000, 2), b_eff=self.b_eff, f_y=self.plate.fy, gamma_m0=gamma_m0, - # t_p=self.plate_thickness_provided), - # get_pass_fail(self.m_ep, self.m_dp, relation="leq")) - - # self.report_check.append(t1) - # else: - - if self.connection == "Flush End Plate": - if self.n_bf == 1: - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, - moment_acting_on_end_plate_flush(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), - e=self.end_dist, tb_2=self.t_b2), - design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, - f_y=self.plate.fy, gamma_m0=gamma_m0, - t_p=self.plate_thickness_provided), - get_pass_fail(self.m_ep, self.m_dp, relation="leq")) - self.report_check.append(t1) - else: - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, - moment_acting_on_end_plate(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), - e=self.end_dist), - design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, - f_y=self.plate.fy, gamma_m0=gamma_m0, - t_p=self.plate_thickness_provided), - get_pass_fail(self.m_ep, self.m_dp, relation="leq")) - self.report_check.append(t1) - else: - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, - moment_acting_on_end_plate(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), - e=self.end_dist), - design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, - f_y=self.plate.fy, gamma_m0=gamma_m0, - t_p=self.plate_thickness_provided), - get_pass_fail(self.m_ep, self.m_dp, relation="leq")) - self.report_check.append(t1) - - if self.connection == "Extended Both Ways": - if 2 * self.end_dist > 50: - - t1 = ('SubSection', ' Stiffener Details', '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - if self.h_s < 100: - t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, ht_of_stiff1(t_s=100), self.stiff_ht, '') - self.report_check.append(t1) - else: - t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, ht_of_stiff(t_s=self.stiff_ht), self.stiff_ht, '') - self.report_check.append(t1) - - t1 = ( - KEY_OUT_DISP_STIFFENER_WIDTH, wt_of_stiff(w_s=self.stiff_wt, e=self.end_dist), self.stiff_wt, '') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_STIFFENER_THICKNESS, '', self.t_s, '') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_WELD_TYPE, '', self.weld_type, '') - self.report_check.append(t1) - if self.weld_type == 'Fillet Weld': - t1 = (KEY_OUT_WELD_SIZE, '', self.weld_size, '') - self.report_check.append(t1) - else: - pass - t1 = (KEY_OUT_DISP_WELD_TYPE1, '', 'Groove Weld', '') - self.report_check.append(t1) - else: - pass - - if self.connection == "Extended Both Ways": - if self.end_dist > 50: - - t1 = ('SubSection', ' Stiffener Details', '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - if self.h_s < 100: - t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT,ht_of_stiff1(t_s=100), self.stiff_ht,'') - self.report_check.append(t1) - else: - t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, ht_of_stiff(t_s=self.stiff_ht), self.stiff_ht,'') - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_STIFFENER_WIDTH, wt_of_stiff(w_s=self.stiff_wt,e=self.end_dist),self.stiff_wt,'') - self.report_check.append(t1) - t1 = ( KEY_OUT_DISP_STIFFENER_THICKNESS, '', self.t_s,'') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_WELD_TYPE, '', self.weld_type, '') - self.report_check.append(t1) - if self.weld_type == 'Fillet Weld': - t1 = (KEY_OUT_DISP_WELD_SIZE_EP, '', self.weld_size, '') - self.report_check.append(t1) - else: - pass - t1 = (KEY_OUT_DISP_WELD_TYPE1,'','Groove Weld','') - self.report_check.append(t1) - else: - pass - - else: - t1 = ('SubSection', ' Bolt Checks', '|p{3cm}|p{6cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - t1 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", "The number of bolts for given bolt size(s) are not sufficient to cater for the given section and loads combination.",'') - self.report_check.append(t1) - - - Disp_2d_image = [] - Disp_3d_image = "/ResourceFiles/images/3d.png" - - # config = configparser.ConfigParser() - # config.read_file(open(r'Osdag.config')) - # desktop_path = config.get("desktop_path", "path1") - # print("desk:", desktop_path) - print(sys.path[0]) - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - - fname_no_ext = popup_summary['filename'] - - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_2d_image, Disp_3d_image, module=self.module) - - -# def save_latex(self, uiObj, Desigxn_Check, reportsummary, filename, rel_path, Disp_3d_image): diff --git a/design_type/connection/end_plate_connection.py b/design_type/connection/end_plate_connection.py deleted file mode 100644 index 5ac555bd2..000000000 --- a/design_type/connection/end_plate_connection.py +++ /dev/null @@ -1,1814 +0,0 @@ -""" -Started on 1st February, 2020. - -@author: sourabhdas - -Module: Shear End plate connection - -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) - 3) Fundamentals of Structural steel design by M.L Gambhir - 4) AISC Design Examples V14 - -ASCII diagram - - +-+-------------+-+ - | | | | - | | | | - | | | | - | | | | +-------------------------+ - | | | | |-------------------------| - | | | | | - | | | | _ | - | | | || || - | | +---|-||-||--+ - | | +---|-||-||--+ - | | | || || - | | +---|-||-||--+ - | | +---|-||-||--+ - | | | || || - | | +---|-||-||--+ - | | +---|-||-||--+ - | | | ||_|| - | | | | | - | | | | | - | | | | |-------------------------| - | | | | +-------------------------+ - | | | | - | | | | - +-+-------------+-+ - -""" -from design_type.connection.shear_connection import ShearConnection -from utils.common.component import * -from utils.common.material import * -from Common import * -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * -import logging - - - -class EndPlateConnection(ShearConnection): - - def __init__(self,): - super(EndPlateConnection, self).__init__() - # self.plate = Plate(thickness=self.plate.thickness_provided, height=plate_height, width=plate_width, material=self.material) - # self.weld = Weld(material_grade=design_dictionary[KEY_MATERIAL], fabrication=design_dictionary[KEY_DP_WELD_TYPE]) - self.weld_size_list = [] - self.design_status = False - self.logs = [] - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) - tabs.append(t1) - - t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) - tabs.append(t1) - - t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t2 = ("Weld", TYPE_TAB_2, self.weld_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - change_tab = [] - - t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], TYPE_TEXTBOX, - self.get_fu_fy_I_section_suptng) - change_tab.append(t1) - - t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], TYPE_TEXTBOX, - self.get_fu_fy_I_section_suptd) - change_tab.append(t2) - - t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, - KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) - - change_tab.append(t3) - - t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t4) - - t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t7) - - return change_tab - - def input_dictionary_design_pref(self): - design_input = [] - t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) - design_input.append(t1) - - # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) - # design_input.append(t1) - - t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) - design_input.append(t2) - - # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) - # design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) - design_input.append(t4) - - t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) - design_input.append(t4) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_WELD_FAB, KEY_DP_WELD_MATERIAL_G_O, KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def get_values_for_design_pref(self, key, design_dictionary): - - if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL],41).fu - else: - fu = '' - - val = {KEY_DP_BOLT_TYPE: "Pretensioned", - KEY_DP_BOLT_HOLE_TYPE: "Standard", - KEY_DP_BOLT_SLIP_FACTOR: str(0.3), - KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, - KEY_DP_WELD_MATERIAL_G_O: str(fu), - KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '0', - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', - KEY_DP_DESIGN_METHOD: "Limit State Design", - KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) - }[key] - - return val - #################################### - # Design Preference Functions End - #################################### - - def set_osdaglogger(self,key): - """ - Function to set Logger for End Plate Module - """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - if key is not None: - handler = OurLog(key) - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_ENDPLATE - - def input_values(self): - - """ - Fuction to return a list of tuples to be displayed as the UI.(Input Dock) - """ - - # @author: Amir, Umair - self.module = KEY_DISP_ENDPLATE - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_ENDPLATE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN, True, 'No Validator') - options_list.append(t2) - - t15 = (KEY_IMAGE, None, TYPE_IMAGE, './ResourceFiles/images/fin_cf_bw.png', True, 'No Validator') - options_list.append(t15) - - t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUES_COLSEC, True, 'No Validator') - options_list.append(t3) - - t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUES_BEAMSEC, True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t5) - - t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) - - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t7) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_PC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t12) - - t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t13) - - t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t14) - - return options_list - - def warn_text(self): - """ - Function to give logger warning when any old value is selected from Column and Beams table. - """ - # @author Arsil Zunzunia - global logger - red_list = red_list_function() - if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: - logger.warning( - " : You are using a section (in red color) that is not available in latest version of IS 808") - self.logs.append({ "msg":"You are using a section (in red color) that is not available in latest version of IS 808","type":"warning"}) - logger.info( - " : You are using a section (in red color) that is not available in latest version of IS 808") - self.logs.append({ "msg":"You are using a section (in red color) that is not available in latest version of IS 808","type":"info"}) - - - def set_input_values(self, design_dictionary): - super(EndPlateConnection,self).set_input_values(design_dictionary) - self.module = design_dictionary[KEY_MODULE] - self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), - material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) - self.weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) - # self.weld = Weld(size=10, length= 100, material_grade=design_dictionary[KEY_MATERIAL]) - print("Input values set to perform preliminary member check(s).") - self.member_capacity() - - def member_capacity(self): - super(EndPlateConnection, self).member_capacity() - if self.connectivity == VALUES_CONN_2[0]: - if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ - self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force: - - if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0): - logger.warning(" : The value of factored shear force is less than the minimum recommended value. " - "Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser" - "[Ref. IS 800:2007, Cl.10.7].") - - self.logs.append({"msg": "The value of factored shear force is less than the minimum recommended value. " - "Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser" - "[Ref. IS 800:2007, Cl.10.7].","type":"warning"}) - self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0) - - print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") - self.select_bolt_plate_arrangement(self) - - else: - self.design_status = False - if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: - logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supported_section.shear_yielding_capacity/1000, 2))) - self.logs.append({"msg": "The shear yielding capacity of the supported section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supported_section.shear_yielding_capacity/1000, 2)),"type":"warning"}) - else: # self.supported_section.tension_yielding_capacity / 1000 < self.load.axial_force: - logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " - "than the factored axial force. Please select a larger section or decrease load." - .format(round(self.supported_section.tension_yielding_capacity/1000, 2))) - - self.logs.append({" msg": "The tension yielding capacity of the supported section, ({} kN) is less " - "than the factored axial force. Please select a larger section or decrease load." - .format(round(self.supported_section.tension_yielding_capacity/1000, 2)),"type":"warning"}) - print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") - else: - if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ - self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force and \ - self.supporting_section.tension_yielding_capacity / 1000 > self.load.shear_force: - - if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0): - logger.warning(" : The value of factored shear force is less than the minimum recommended value. " - "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " - "[Ref. IS 800:2007, Cl.10.7].") - self.logs.append({"msg":" The value of factored shear force is less than the minimum recommended value. " - "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " - "[Ref. IS 800:2007, Cl.10.7].","type":"warning"}) - self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0) - print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") - self.select_bolt_plate_arrangement() - - else: - self.design_status = False - if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: - logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supported_section.shear_yielding_capacity/1000, 2))) - self.logs.append({"msg":"The shear yielding capacity of the supported section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supported_section.shear_yielding_capacity/1000, 2)),"type":"error"}) - if self.supported_section.tension_yielding_capacity / 1000 < self.load.axial_force: - logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " - "than the factored axial force. Please select a larger section or decrease load." - .format(round(self.supported_section.tension_yielding_capacity/1000, 2))) - self.logs.append({"msg":"The tension yielding capacity of the supported section, ({} kN) is less " - "than the factored axial force. Please select a larger section or decrease load." - .format(round(self.supported_section.tension_yielding_capacity/1000, 2)),"type":"error"}) - if self.supporting_section.tension_yielding_capacity / 1000 < self.load.shear_force: - logger.error(" : The axial yielding capacity of the supporting section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supporting_section.tension_yielding_capacity / 1000, 2))) - self.logs.append({"msg":"The axial yielding capacity of the supporting section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supporting_section.tension_yielding_capacity / 1000, 2)),"type":"error"}) - print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") - - def select_bolt_plate_arrangement(self): - self.output = [] - self.failed_output_plate = [] - self.failed_output_bolt = [] - plate_width = 0.0 - pitch = 0.0 - gauge = 0.0 - end_dist =0.0 - weld_size_max = 0.0 - weld_size_min = 0.0 - count = 0 - self.beta_lj = 1.0 - self.beta_lg = 1.0 - self.beta_pk = 1.0 - plate_cost = 7850e-9 # considered: Rs 1 per kg TODO: take input from user - bolt_cost = 1 # considered: Rs 1 per unit TODO: take input from user - for self.plate.thickness_provided in sorted(self.plate.thickness): - self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) - self.design_status_plate = True - self.design_status_plate_tk = True - self.min_plate_height = self.supported_section.min_plate_height() - self.supported_section.notch_ht = max((round_up(self.supporting_section.flange_thickness - + self.supporting_section.root_radius, 5) + 10), - (round_up(self.supported_section.flange_thickness - + self.supported_section.root_radius, 5) + 10)) - # print("Notch Height:", self.supported_section.notch_ht) - self.max_plate_height = round(self.supported_section.max_plate_height(self.connectivity, self.supported_section.notch_ht),2) - print("Max plate height: ", self.max_plate_height) - # self.res_force = math.sqrt(self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 - # if self.connectivity == VALUES_CONN_1[1]: - self.plate.thickness_check = max(min(self.plate.thickness), math.ceil(self.supported_section.web_thickness)) - - if self.plate.thickness_check > max(self.plate.thickness): - self.design_status_plate_tk = False - self.design_status = False - logger.error(" : Select plate(s) of higher thickness and re-design.") - break - - for t in self.plate.thickness: - if t >= self.plate.thickness_check: - self.plate.thickness_check = t - break - - if self.plate.thickness_provided < self.plate.thickness_check: - self.design_status_plate_tk = False - - # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) - if self.connectivity == VALUES_CONN_1[0]: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) - else: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) - - t_sum = self.plate.gap - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - print(t_sum) - self.bolt.bolt_diameter_possible = [] - self.bolt.bolt_diameter_not_possible = [] - for d in self.bolt.bolt_diameter: - if 8*d >= t_sum: - self.bolt.bolt_diameter_possible.append(d) - else: - self.bolt.bolt_diameter_not_possible.append(d) - print("Removed bolt dia ", d, " mm from available bolt list for plate thickness ", self.plate.thickness_provided, " mm") - # if self.connectivity == VALUES_CONN_1[1]: - # self.connecting_plates_tk = [self.plate.thickness_provided, self.supported_section.flange_thickness] - # else: - # 'FOR WELD CHECK (WELD BETWEEN END PLATE AND SUPPORTED SECTION WEB) # - self.connecting_plates_tk = [self.plate.thickness_provided, self.supported_section.web_thickness] - - # res_force = math.sqrt(self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 - # self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] - # bolt_diameter_previous = self.bolt.bolt_diameter[-1] - # count = 0 - # bolts_one_line = 1 - - if self.design_status_plate_tk is True and self.bolt.bolt_diameter_possible: - for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter_possible): - bolts_required_initial = 4 - - for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): - self.design_status_bolt = True - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - pass - else: - bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity - - self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided) - # print("Bolt tension capacity:", self.bolt.bolt_tension_capacity) - # print("Shear force:", self.load.shear_force) - - # self.bolts_required = bolts_required_initial - [available_welds, weld_size_min, weld_size_max] = self.get_available_welds(self.connecting_plates_tk) - col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) - beam_g = (self.supported_section.web_thickness / 2 + weld_size_min + self.bolt.min_end_dist_round) - if col_g > beam_g: - l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size_min) - else: - l_v = self.bolt.min_edge_dist_round - b_e = min(self.bolt.min_pitch_round, 2 * l_v) - [self.bolt.bolt_shear,self.bolt.bolt_tension,self.bolt.bolt_tension_prying, - self.bolts_required_IR_LT1] = self.get_bolt_IR(self.bolt.bolt_capacity, - self.bolt.bolt_tension_capacity, bolts_required_initial, b_e, l_v, - self.bolt.min_pitch_round, 1.0, 1.0, 1.0) - - print("Bolts required:", self.bolts_required_IR_LT1) - - # return self.bolts_required - bolt_rows = self.bolts_required_IR_LT1/2 - - [bolt_line, bolts_one_line, web_plate_h] = \ - self.plate.get_web_plate_l_bolts_one_line(self.max_plate_height, self.min_plate_height, - bolt_rows, self.bolt.min_end_dist_round, - self.bolt.min_gauge_round) - - if bolt_rows > bolts_one_line: - self.design_status_bolt = False - # print("Dia of bolt:", self.bolt.bolt_diameter_provided) - # bolts_required_previous = self.bolts_required - # bolt_diameter_previous = self.bolt.bolt_diameter_provided - # print("Bolts diameter:", bolt_diameter_previous) - - pitch = self.bolt.min_pitch_round - end_dist = self.bolt.min_end_dist_round - - if web_plate_h > ((bolt_rows-1)*pitch + 2*end_dist): - [pitch, end_dist, web_plate_h] = self.plate.get_gauge_edge_dist(web_plate_h, - bolt_rows, self.bolt.min_end_dist_round, self.max_plate_height, - self.bolt.max_edge_dist_round) - elif web_plate_h < ((bolt_rows-1)*pitch + 2*end_dist): - web_plate_h = ((bolt_rows-1)*pitch + 2*end_dist) - # Updating bolt bearing capacity - - if self.bolt.bolt_type == TYP_BEARING: - bolt_bearing_capacity_disp = self.get_bolt_bearing_updated(end_dist, pitch, bolt_rows, weld_size_min) - - if self.connectivity == VALUES_CONN_1[0] and available_welds and\ - (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius) > \ - (self.supported_section.web_thickness / 2 + min(available_welds)): - self.bolt_dist_to_weld = (self.supporting_section.web_thickness / 2 + - self.supporting_section.root_radius + - self.bolt.min_edge_dist_round - - (self.supported_section.web_thickness / 2 + min(available_welds))) - else: - self.bolt_dist_to_weld = self.bolt.min_edge_dist_round - - self.plate.height = web_plate_h - self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension - self.plate.plate_shear = self.load.shear_force - - [self.plate.plate_moment_capacity, self.plate.shear_capacity, - self.plate.plate_block_shear_capacity] = \ - self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, - self.bolt_dist_to_weld, end_dist, - bolt_rows, self.bolt.dia_hole) - # print("plate_moment:", self.plate.plate_moment) - # print("plate_shear:", self.plate.plate_shear) - # print("plate_moment_capacity:", self.plate.plate_moment_capacity) - # print("shear_capacity:", self.plate.shear_capacity) - - if self.plate.plate_moment > self.plate.plate_moment_capacity or \ - self.plate.plate_shear > self.plate.shear_capacity: - self.design_status_plate = False - [bolt_rows, pitch, end_dist, self.design_status_plate] = self.plate_check(bolt_rows, - pitch, end_dist, self.design_status_plate) - else: - self.design_status_plate = True - - if self.design_status_bolt is True and self.design_status_plate is True: - [available_welds, weld_size_min, weld_size_max] = self.get_available_welds( - self.connecting_plates_tk) - print(available_welds) - if available_welds: - self.design_weld(available_welds) - # if self.weld.design_status is True: - # break - # # else: - # # #TODO: Check logger message - # # logger.error( - # # ": For given members and %2.2f mm thick plate, weld sizes should be of range %2.2f mm and %2.2f mm " - # # % self.plate.thickness_provided % weld_size_min % weld_size_max) - # # logger.info(": Cannot design weld with available welds ") - print("Weld Status: ", self.weld.design_status) - # if self.weld.design_status is True: - plate_width = round_up(self.weld.size * 2 + self.bolt_dist_to_weld * 2 + - self.bolt.min_edge_dist_round * 2 + self.supported_section.web_thickness, 2) - self.plate_width_check(plate_width) - - if self.plate.height >= web_plate_h: - [pitch, end_dist, self.plate.height, bolt_rows] = self.get_pitch_end_dist(self.plate.height, - bolt_rows, - self.bolt.min_end_dist_round, - self.bolt.max_spacing_round, - self.bolt.max_edge_dist_round, - self.weld.size) - - if self.connectivity == VALUES_CONN_1[0] and min(available_welds) < self.weld.size and \ - (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius) > \ - (self.supported_section.web_thickness / 2 + self.weld.size): - self.bolt_dist_to_weld = (self.supporting_section.web_thickness / 2 + - self.supporting_section.root_radius + - self.bolt.min_edge_dist_round - - (self.supported_section.web_thickness / 2 + self.weld.size)) - self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension - [self.plate.plate_moment_capacity, self.plate.shear_capacity, - self.plate.plate_block_shear_capacity] = \ - self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, - self.bolt_dist_to_weld, end_dist, - bolt_rows, self.bolt.dia_hole) - - if self.plate.design_status is True and self.weld.design_status is True and self.plate.plate_moment < self.plate.plate_moment_capacity: - count += 1 - gauge = round_up(self.weld.size * 2 + - self.bolt_dist_to_weld * 2 + self.supported_section.web_thickness, 2) - plate_width = round_up(self.weld.size * 2 + self.bolt_dist_to_weld * 2 + - self.bolt.min_edge_dist_round * 2 + self.supported_section.web_thickness, - 2) - - # TRIAL FUNCTION # - # total_cost = self.plate.height*plate_width*self.plate.thickness_provided*plate_cost + \ - # bolt_rows*bolt_cost*self.bolt.bolt_diameter_provided*self.bolt.bolt_grade_provided/100 - # trial function for cost optimisation - # todo: Finalize optimisation function - # print("plate cost:", self.plate.height*plate_width*self.plate.thickness_provided*plate_cost) - # print("bolt cost:", bolt_rows*bolt_cost*self.bolt.bolt_diameter_provided*self.bolt.bolt_grade_provided/100) - - ##### O U T P U T D I C T I O N A R Y F O R M A T ##### - row = [int(bolt_rows), # 0-Rows of Bolts - int(self.bolt.bolt_diameter_provided), #1-Bolt Diameter - self.bolt.bolt_grade_provided, #2-Bolt Grade - int(self.plate.thickness_provided), #3-Plate Thickness - int(self.plate.height), #4-Plate Height - plate_width, #5-Plate Width - round(self.bolt.bolt_capacity/1000, 2), #6-Bolt Shear Strength - round(self.bolt.bolt_shear_capacity/1000, 2), #7-Bolt Shear Capacity - bolt_bearing_capacity_disp, #8-Bolt Bearing Capacity - round(self.bolt.bolt_tension_capacity/1000, 2), #9-Bolt Tension Capacity - round(self.bolt.bolt_shear/1000, 2), #10-Bolt Shear Force - round(self.bolt.bolt_tension/1000, 2), #11-Bolt Tension Force - self.bolts_required_IR_LT1, #12-Total Number of Bolts - pitch, #13-Pitch - gauge, #14-Gauge - end_dist, #15-End Distance - self.bolt.min_edge_dist_round, #16-Edge Distance - round(self.bolt.bolt_tension_prying/1000, 2), #17-Bolt Prying Force - round(self.plate.plate_shear, 2), #18-Plate Shear - round(self.plate.plate_moment/1000000, 3), #19-Plate Moment - round(self.plate.shear_capacity, 2), #20-Plate Shear Capacity - round(self.plate.plate_block_shear_capacity/1000, 2), #21-Plate Block Shear Capacity - round(self.plate.plate_moment_capacity/1000000, 3), #22-Plate Moment Capacity - self.weld.size, #23-Weld Size - round(self.weld.stress, 2), #24-Weld Stress - round(self.weld.strength, 2), #25-Weld Strength - weld_size_max, #26-Weld Size max - weld_size_min, #27-Weld size min - self.beta_lj, #28-Beta_lj - self.beta_lg, #29-Beta_lg - self.beta_pk, #30-Beta_pk - self.comb_bolt_ir, #31-Bolt_IR - t_sum, #32-Sum of plate thickness - 'INSERT_HERE', #XX- EMPTY - # total_cost, - count] - self.output.append(row) - print("********* Trial {} ends here *************".format(count)) - else: - row = [int(bolt_rows), # 0-Rows of Bolts - int(self.bolt.bolt_diameter_provided), # 1-Bolt Diameter - self.bolt.bolt_grade_provided, # 2-Bolt Grade - int(self.plate.thickness_provided), # 3-Plate Thickness - int(self.plate.height), # 4-Plate Height - plate_width, # 5-Plate Width - round(self.bolt.bolt_capacity / 1000, 2), - # 6-Bolt Shear Strength - round(self.bolt.bolt_shear_capacity / 1000, 2), - # 7-Bolt Shear Capacity - bolt_bearing_capacity_disp, # 8-Bolt Bearing Capacity - round(self.bolt.bolt_tension_capacity / 1000, 2), - # 9-Bolt Tension Capacity - round(self.bolt.bolt_shear / 1000, 2), # 10-Bolt Shear Force - round(self.bolt.bolt_tension / 1000, 2), # 11-Bolt Tension Force - self.bolts_required_IR_LT1, # 12-Total Number of Bolts - pitch, # 13-Pitch - gauge, # 14-Gauge - end_dist, # 15-End Distance - self.bolt.min_edge_dist_round, # 16-Edge Distance - round(self.bolt.bolt_tension_prying / 1000, 2), - # 17-Bolt Prying Force - round(self.plate.plate_shear, 2), # 18-Plate Shear - round(self.plate.plate_moment / 1000000, 3), # 19-Plate Moment - round(self.plate.shear_capacity, 2), # 20-Plate Shear Capacity - round(self.plate.plate_block_shear_capacity / 1000, 2), - # 21-Plate Block Shear Capacity - round(self.plate.plate_moment_capacity / 1000000, 3), - # 22-Plate Moment Capacity - self.weld.size, # 23-Weld Size - round(self.weld.stress, 2), # 24-Weld Stress - round(self.weld.strength, 2), # 25-Weld Strength - weld_size_max, # 26-Weld Size max - weld_size_min, # 27-Weld size min - self.beta_lj, # 28-Beta_lj - self.beta_lg, # 29-Beta_lg - self.beta_pk, # 30-Beta_pk - self.comb_bolt_ir, #31-Bolt_IR - t_sum, #32-Sum of plate thickness - 'INSERT_HERE', # XX- EMPTY - # total_cost, - count] - self.failed_output_plate.append(row) - else: - - row = [int(bolt_rows), # 0-Rows of Bolts - int(self.bolt.bolt_diameter_provided), # 1-Bolt Diameter - self.bolt.bolt_grade_provided, # 2-Bolt Grade - int(self.plate.thickness_provided), # 3-Plate Thickness - int(self.plate.height), # 4-Plate Height - 0.0, # 5-Plate Width - round(self.bolt.bolt_capacity / 1000, 2), # 6-Bolt Shear Strength - round(self.bolt.bolt_shear_capacity / 1000, 2), - # 7-Bolt Shear Capacity - bolt_bearing_capacity_disp, # 8-Bolt Bearing Capacity - round(self.bolt.bolt_tension_capacity / 1000, 2), - # 9-Bolt Tension Capacity - round(self.bolt.bolt_shear / 1000, 2), # 10-Bolt Shear Force - round(self.bolt.bolt_tension / 1000, 2), # 11-Bolt Tension Force - self.bolts_required_IR_LT1, # 12-Total Number of Bolts - pitch, # 13-Pitch - 0.0, # 14-Gauge - end_dist, # 15-End Distance - self.bolt.min_edge_dist_round, # 16-Edge Distance - round(self.bolt.bolt_tension_prying / 1000, 2), - # 17-Bolt Prying Force - round(self.plate.plate_shear, 2), # 18-Plate Shear - round(self.plate.plate_moment / 1000000, 3), # 19-Plate Moment - round(self.plate.shear_capacity, 2), # 20-Plate Shear Capacity - round(self.plate.plate_block_shear_capacity / 1000, 2), - # 21-Plate Block Shear Capacity - round(self.plate.plate_moment_capacity / 1000000, 3), - # 22-Plate Moment Capacity - self.weld.size, # 23-Weld Size - round(self.weld.stress, 2), # 24-Weld Stress - round(self.weld.strength, 2), # 25-Weld Strength - weld_size_max, # 26-Weld Size max - weld_size_min, # 27-Weld size min - self.beta_lj, # 28-Beta_lj - self.beta_lg, # 29-Beta_lg - self.beta_pk, # 30-Beta_pk - self.comb_bolt_ir, # 31-Bolt_IR - - t_sum, # 32-Sum of plate thickness - 'INSERT_HERE', # XX- EMPTY - # total_cost, - count] - self.failed_output_bolt.append(row) - - if bolts_one_line <= 1 and self.bolt.bolt_diameter_provided == min(self.bolt.bolt_diameter_possible) \ - and self.bolt.bolt_grade_provided == min(self.bolt.bolt_grade) \ - and self.plate.thickness_provided == sorted(self.plate.thickness)[-1]: - self.design_status = False - self.design_status_bolt = False - # logger.error(" : Select bolt of lower diameter, sufficient plate height/ width not available to arrange bolts") - if not self.bolt.bolt_diameter_possible: - self.design_status = False - self.design_status_bolt = False - if not self.bolt.bolt_diameter_possible and len(self.output) == 0: - self.design_status = False - self.design_status_bolt = False - logger.error(" : Checking plate thickness of {} mm and bolt diameter of {} mm".format( - self.plate.thickness_provided, max(self.bolt.bolt_diameter_not_possible))) - self.logs.append({"msg" :"Checking plate thickness of {} mm and bolt diameter of {} mm".format( - self.plate.thickness_provided, max(self.bolt.bolt_diameter_not_possible)),"type":"error"}) - logger.error(" : Total thickness of connecting elements, including packing plate in gap, is more than " - "8 times bolt diameter, please select higher bolt diameter or lower plate thickness") - self.logs.append({"msg" :"Total thickness of connecting elements, including packing plate in gap, is more than " - "8 times bolt diameter, please select higher bolt diameter or lower plate thickness","type":"error"}) - logger.error(" : It fails in bolt grip length check as per Cl. 10.3.3.2 of IS 800:2007") - self.logs.append({"msg" :"It fails in bolt grip length check as per Cl. 10.3.3.2 of IS 800:2007","type":"error"}) - if self.design_status_plate_tk is False: - self.design_status = False - logger.error(" : Select plate(s) of higher thickness") - self.logs.append({"msg" :"Select plate(s) of higher thickness","type":"error"}) - elif len(self.output) > 0: - self.design_status = True - self.design_status_bolt = True - self.design_status_plate= True - self.weld.design_status = True - self.output.sort(key=lambda x: (x[3], x[0], x[1], x[2])) - self.set_values_to_class() - print("No of effective trials: ", count) - print(self.output[0]) - if self.output[0][26] == self.output[0][27]: - logger.info("The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, " - "IS800:2007].") - self.logs.append({"msg":"The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, " - "IS800:2007].","type":"info"}) - logger.info("Thicker plate shall be adequately preheated to prevent cracking of the weld.") - self.logs.append({"msg":"Thicker plate shall be adequately preheated to prevent cracking of the weld.","type":"info"}) - if self.output[0][23] in (3,4): - logger.info(": The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take necessary detailing precautions at site accordingly.") - self.logs.append({"msg":"The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take necessary detailing precautions at site accordingly.","type":"info"}) - self.get_design_status() - elif len(self.failed_output_plate) > 0: - self.design_status = False - self.design_status_bolt = True - self.design_status_plate= False - self.weld.design_status = False - self.set_values_to_class() - logger.error(" : Plate moment/shear capacity is insufficient. Choose higher thickness/grade.") - self.logs.append({"msg" :"Plate moment/shear capacity is insufficient. Choose higher thickness/grade.","type":"error"}) - logger.error(" : (Or) Required plate width is greater than available width.") - self.logs.append({"msg" :"(Or) Required plate width is greater than available width.","type":"error"}) - logger.error(": (Or) Weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].") - self.logs.append({"msg":"(Or) Weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].","type":"error"}) - # logger.warning(": Minimum weld thickness required is %2.2f mm " % self.weld.t_weld_req) - logger.info(": Increase the length of the weld/end plate.") - self.logs.append({"msg":"Increase the length of the weld/end plate.","type":"info"}) - elif len(self.failed_output_bolt) >0: - self.design_status = False - self.design_status_bolt = False - self.design_status_plate = False - self.weld.design_status = False - self.set_values_to_class() - logger.error(" : Select a bolt of higher capacity, sufficient plate width/height is not available to accommodate the defined bolts.") - self.logs.append({"msg" : "Select a bolt of higher capacity, sufficient plate width/height is not available to accommodate the defined bolts.","type":"error"}) - # elif count == 0: - # self.design_status = False - # # print(self.design_status) - # # return self.design_status - # self.set_values_to_class(self) - # if self.design_status_plate is False: - # logger.error(" : Select plate of higher thickness") - # elif self.design_status_plate is False: - # self.design_status = False - # self.set_values_to_class(self) - # logger.error(" : Plate moment/shear capacity is insufficient. Choose higher thickness/grade") - # elif self.plate.design_status is False: - # self.design_status = False - # self.set_values_to_class(self) - # logger.error(" : Required plate width is greater than available width") - # elif self.weld.design_status is False: - # # TODO: Check logger message - # self.design_status = False - # self.set_values_to_class(self) - # logger.error(": Weld thickness is not sufficient [cl. 10.5.7, IS 800:2007]") - # #logger.warning(": Minimum weld thickness required is %2.2f mm " % self.weld.t_weld_req) - # logger.info(": Should increase length of weld/End plate") - # # logger.error( - # # ": For given members and %2.2f mm thick plate, weld sizes should be of range %2.2f mm and %2.2f mm " - # # % self.plate.thickness_provided % weld_size_min % weld_size_max)# - # logger.info(": Cannot design weld with available welds ") - # else: - # # self.get_design_status(self) - # self.output.sort(key=lambda x: (x[3], x[0], x[1], x[2])) - # self.set_values_to_class(self) - # print("No of effective trials: ", count) - # print(self.output[0]) - # if self.output[0][26] == self.output[0][27]: - # logger.info("Minimum weld size given in Table 21 of IS800:2007 is greater than or equal to thickness " - # "of thinner connecting plate") - # logger.info("Thicker plate shall be adequately preheated to prevent cracking of the weld") - # self.get_design_status(self) - - def set_values_to_class(self): - if self.design_status is True: - a = self.output - elif self.design_status_bolt is False or self.design_status_plate_tk is False or self.design_status_plate is False: - self.failed_output_bolt.sort(key=lambda x: (x[0], x[1], x[2], x[3])) - a = self.failed_output_bolt - elif self.plate.design_status is False or self.weld.design_status is False: - self.failed_output_plate.sort(key=lambda x: (x[3], x[0], x[1], x[2])) - a = self.failed_output_plate - self.plate.bolt_line = 2 # only one line of bolts provided on each side of web - self.plate.bolts_one_line = a[0][0] - self.plate.bolts_required = self.plate.bolt_line * self.plate.bolts_one_line - self.bolt.bolt_diameter_provided = a[0][1] - self.bolt.bolt_grade_provided = a[0][2] - - self.plate.thickness_provided = a[0][3] - self.plate.height = a[0][4] - self.plate.width = a[0][5] - - self.bolt.bolt_capacity = a[0][6] - self.bolt.bolt_shear_capacity = a[0][7] - self.bolt.bolt_bearing_capacity_disp = a[0][8] - self.bolt.bolt_tension_capacity = a[0][9] - self.bolt.bolt_shear = a[0][10] - self.bolt.bolt_tension = a[0][11] - self.bolt.bolt_tension_prying = a[0][17] - - self.beta_lj = round(a[0][28], 3) - self.beta_lg = round(a[0][29], 3) - self.beta_pk = round(a[0][30], 3) - self.comb_bolt_ir = round(a[0][31], 3) - self.bolt_capacity = round(self.bolt.bolt_capacity*self.beta_lj*self.beta_lg*self.beta_pk, 2) - self.bolt_tension = round(self.bolt.bolt_tension + self.bolt.bolt_tension_prying, 3) - self.t_sum = a[0][32] - - self.plate.pitch_provided = a[0][13] - self.plate.gauge_provided = a[0][14] - self.plate.end_dist_provided = a[0][15] - self.plate.edge_dist_provided = a[0][16] - - self.plate.plate_shear = a[0][18] - self.plate.plate_moment = a[0][19] - self.plate.shear_capacity = a[0][20] - self.plate.plate_block_shear_capacity = a[0][21] - self.plate.plate_moment_capacity = a[0][22] - - self.weld.length = a[0][4] - self.weld.size = a[0][23] - self.weld.stress = a[0][24] - self.weld.strength = a[0][25] - self.weld.weld_size_max = a[0][26] - self.weld.weld_size_min = a[0][27] - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) - if self.connectivity == VALUES_CONN_1[0]: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) - else: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) - # print("bear cap",self.bolt.bolt_bearing_capacity) - self.bolt.calculate_bolt_capacity(self.bolt.bolt_diameter_provided, self.bolt.bolt_grade_provided, - self.bolt_conn_plates_t_fu_fy, 1, e=self.plate.end_dist_provided,p=self.plate.pitch_provided) - # print("bear cap 2", self.bolt.bolt_bearing_capacity) - self.bolt.calculate_bolt_spacing_limits(self.bolt.bolt_diameter_provided,self.bolt_conn_plates_t_fu_fy,1) - col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.plate.edge_dist_provided) - beam_g = (self.supported_section.web_thickness / 2 + self.weld.size + self.plate.edge_dist_provided) - if col_g > beam_g: - l_v = col_g - (self.supported_section.web_thickness / 2 + self.weld.size) - else: - l_v = self.bolt.min_edge_dist_round - b_e = min(self.plate.pitch_provided, 2 * l_v) - no_bolt = self.plate.bolt_line * self.plate.bolts_one_line - self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) - self.bolt.bolt_shear = self.load.shear_force * 1000 / no_bolt # N - print("bolt_shear", self.bolt.bolt_shear) - self.bolt.bolt_tension = self.load.axial_force * 1000 / no_bolt # N - print("bolt_tension", self.bolt.bolt_tension) - if self.bolt.bolt_type == TYP_FRICTION_GRIP: - self.bolt.bolt_tensioning = 'Pretensioned' - # TODO: check available effective width per pair of bolts (b_e) - self.bolt.bolt_tension_prying = IS800_2007.cl_10_4_7_bolt_prying_force(self.bolt.bolt_tension, l_v, - 0.7 * self.bolt.bolt_fu, b_e, - self.plate.thickness_provided, - self.plate.fy, - self.bolt.min_end_dist_round, - self.bolt.bolt_tensioning) - print("bolt_tension_prying", self.bolt.bolt_tension_prying) - self.comb_bolt_ir = (self.bolt.bolt_shear / (self.bolt.bolt_capacity)) ** 2 + \ - ((self.bolt.bolt_tension + self.bolt.bolt_tension_prying) / self.bolt.bolt_tension_capacity) ** 2 - print(self.comb_bolt_ir) - self.plate.Z_p = self.plate.height * self.plate.thickness_provided ** 2 / 4 - self.plate.Z_e = self.plate.height * self.plate.thickness_provided ** 2 / 6 - # [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, - # self.bolts_required_IR_LT1] = self.get_bolt_IR(self, self.bolt.bolt_capacity, - # self.bolt.bolt_tension_capacity, bolts_required_initial, b_e, - # l_v, - # self.bolt.min_pitch_round, 1.0, 1.0, 1.0) - - - - - def get_bolt_bearing_updated(self, end_dist, pitch, bolts_one_line, weld_size): - t_fu_prev = self.bolt_conn_plates_t_fu_fy[0][0] * self.bolt_conn_plates_t_fu_fy[0][1] - thk_considered = self.bolt_conn_plates_t_fu_fy[0][0] - fu_considered = self.bolt_conn_plates_t_fu_fy[0][1] - for i in self.bolt_conn_plates_t_fu_fy: - t_fu = i[0] * i[1] - if t_fu <= t_fu_prev: - thk_considered = i[0] - fu_considered = i[1] - self.bolt.bolt_bearing_capacity = IS800_2007.cl_10_3_4_bolt_bearing_capacity( - f_u=fu_considered, f_ub=self.bolt.bolt_fu, t=thk_considered, - d=self.bolt.bolt_diameter_provided, e=end_dist, p=pitch, - bolt_hole_type=self.bolt.bolt_hole_type) - self.bolt.bolt_capacity = min(self.bolt.bolt_bearing_capacity, self.bolt.bolt_shear_capacity) - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - if self.bolt.bolt_type == TYP_BEARING: - l_j = pitch * (bolts_one_line - 1) - t_sum = self.plate.gap - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) - self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) - self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) - else: - self.beta_lj = 1.0 - self.beta_lg = 1.0 - self.beta_pk = 1.0 - print("beta_lj", self.beta_lj) - col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) - beam_g = (self.supported_section.web_thickness / 2 + weld_size + self.bolt.min_end_dist_round) - if col_g > beam_g: - l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size) - else: - l_v = self.bolt.min_edge_dist_round - b_e = min(pitch, 2 * l_v) - - [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, bolts_n] = \ - self.get_bolt_IR(self.bolt.bolt_capacity, self.bolt.bolt_tension_capacity, - bolts_one_line * 2, b_e, l_v, pitch, self.beta_lj, self.beta_lg, self.beta_pk) - return bolt_bearing_capacity_disp - - def plate_check(self, bolt_rows, pitch, end_dist, design_status_plate): - [available_welds, weld_size_min, weld_size_max] = self.get_available_welds(self.connecting_plates_tk) - while self.plate.height <= self.max_plate_height: - design_status_plate = False - self.max_bolts_one_line = int( - ((self.plate.height - (2 * self.bolt.min_end_dist_round)) / - self.bolt.min_gauge_round) + 1) - print("max_bolts_one_line: ", self.max_bolts_one_line) - print(bolt_rows, "bolt_rows init") - while bolt_rows <= self.max_bolts_one_line: - - [pitch, end_dist, self.plate.height, bolt_rows] = \ - self.get_pitch_end_dist(self.plate.height, bolt_rows, - self.bolt.min_end_dist_round, - self.bolt.max_spacing_round, - self.bolt.max_edge_dist_round, - weld_size_min) - print(bolt_rows, "bolt_rows") - [self.plate.plate_moment_capacity, self.plate.shear_capacity, - self.plate.plate_block_shear_capacity] = \ - self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, - self.bolt_dist_to_weld, end_dist, - bolt_rows, self.bolt.dia_hole) - self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension - # self.plate.plate_shear = self.load.shear_force * 1000 - if self.plate.plate_moment > self.plate.plate_moment_capacity or \ - self.plate.plate_shear > self.plate.shear_capacity: - design_status_plate = False - if (self.max_plate_height - self.plate.height) >= self.bolt.min_pitch_round: - bolt_rows += 1 - else: - break - else: - design_status_plate = True - break - print("design_status_plate: ", design_status_plate) - if design_status_plate is False: - self.plate.height += self.bolt.min_pitch_round - else: - break - return bolt_rows, pitch, end_dist, design_status_plate - - def get_pitch_end_dist(self, plate_h, bolts_one_line, edge_dist, max_spacing, max_edge_dist, weld_size): - """ - :param web_plate_l: height of plate - :param min_end_dist_round: minimum end distance - :param bolts_one_line: bolts in one line - :param max_spacing_round: maximum pitch - :param max_end_dist_round: maximum end distance - :return: pitch, end distance, height of plate (false if applicable) - """ - pitch = 0 - while True: - if bolts_one_line > 1: - pitch = round_up((plate_h - (2 * edge_dist)) / (bolts_one_line - 1), multiplier=5) - - plate_h = pitch * (bolts_one_line - 1) + edge_dist * 2 - print(plate_h, "plate_h web") - if self.bolt.bolt_type == TYP_BEARING: - l_j = pitch * (bolts_one_line - 1) - t_sum = self.plate.gap - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) - self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) - self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) - else: - self.beta_lj = 1.0 - self.beta_lg = 1.0 - self.beta_pk = 1.0 - # print("beta_lj", self.beta_lj, self.beta_lg, self.beta_pk) - if self.bolt.bolt_type == TYP_BEARING: - bolt_bearing_capacity_disp = self.get_bolt_bearing_updated(edge_dist, pitch, bolts_one_line, weld_size) - - col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) - beam_g = (self.supported_section.web_thickness / 2 + weld_size + self.bolt.min_end_dist_round) - if col_g > beam_g: - l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size) - else: - l_v = self.bolt.min_edge_dist_round - b_e = min(pitch, 2 * l_v) - [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, bolts_n]=\ - self.get_bolt_IR(self.bolt.bolt_capacity, self.bolt.bolt_tension_capacity, - bolts_one_line * 2, b_e, l_v, pitch, self.beta_lj, self.beta_lg, self.beta_pk) - - if (self.max_plate_height - plate_h) >= self.bolt.min_pitch_round: - if bolts_n/2 > bolts_one_line: - bolts_one_line = bolts_n/2 - continue - elif pitch > max_spacing: - pitch, edge_dist = self.plate.get_spacing_adjusted(pitch, edge_dist, max_spacing) - if edge_dist >= max_edge_dist: - edge_dist = max_edge_dist - bolts_one_line += 1 - else: - break - else: - break - - print("web", pitch, edge_dist, plate_h) - return pitch, edge_dist, plate_h, bolts_one_line - - def get_bolt_IR(self, bolt_shear_capacity, bolt_tension_capacity, no_bolt, b_e, l_v, pitch, beta_lj=1.0, - beta_lg=1.0, beta_pk=1.0): - while True: - self.bolt.bolt_shear = self.load.shear_force * 1000 / no_bolt # N - print("bolt_shear", self.bolt.bolt_shear) - self.bolt.bolt_tension = self.load.axial_force * 1000 / no_bolt # N - print("bolt_tension", self.bolt.bolt_tension) - if self.bolt.bolt_type == TYP_FRICTION_GRIP: - self.bolt.bolt_tensioning = 'Pretensioned' - # TODO: check available effective width per pair of bolts (b_e) - self.bolt.bolt_tension_prying = IS800_2007.cl_10_4_7_bolt_prying_force(self.bolt.bolt_tension, l_v, - 0.7*self.bolt.bolt_fu, b_e, self.plate.thickness_provided, - self.plate.fy, self.bolt.min_end_dist_round, self.bolt.bolt_tensioning) - print("bolt_tension_prying", self.bolt.bolt_tension_prying) - self.comb_bolt_ir = (self.bolt.bolt_shear / (bolt_shear_capacity*beta_lj*beta_lg*beta_pk)) ** 2 + \ - ((self.bolt.bolt_tension + self.bolt.bolt_tension_prying)/bolt_tension_capacity) ** 2 - print(self.comb_bolt_ir) - if self.comb_bolt_ir > 1: - no_bolt += 2 - if self.bolt.bolt_type == TYP_BEARING: - l_j = (no_bolt/2 - 1) * pitch - t_sum = self.plate.gap - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) - self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) - self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) - else: - self.beta_lj = 1.0 - self.beta_lg = 1.0 - self.beta_pk = 1.0 - beta_lj = self.beta_lj - beta_lg = self.beta_lg - beta_pk = self.beta_pk - else: - break - return self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, no_bolt - - def get_plate_capacity(self, p_th, p_h, pitch, bolt_dist, end, n_row, bolt_hole_dia): - # plate_moment = min_edge_dist * bolt_tension - self.plate.Z_p = (min(pitch, 2 * bolt_dist)) * p_th **2 /4 - self.plate.Z_e = (min(pitch, 2 * bolt_dist)) * p_th **2 /6 - plate_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(self.plate.Z_e, self.plate.Z_p, self.plate.fy, 'plastic') - A_v = p_h* p_th - plate_shear_yielding_capacity = IS800_2007.cl_8_4_design_shear_strength(A_v, self.plate.fy) - - A_vg = ((n_row-1) * pitch + end) * p_th - A_vn = ((n_row-1) * pitch + end - (float(n_row)-0.5) * bolt_hole_dia) * p_th - A_tg = 2 * self.bolt.min_edge_dist_round * p_th - A_tn = 2 * (self.bolt.min_edge_dist_round - 0.5 * bolt_hole_dia) * p_th - - plate_block_shear_capacity = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, self.plate.fu, self.plate.fy) - plate_shear_capacity = round((min(plate_shear_yielding_capacity, plate_block_shear_capacity) )/ 1000, 2) - - return plate_moment_capacity, plate_shear_capacity, plate_block_shear_capacity - - def get_available_welds(self, connecting_members=[]): - weld_size_max = math.ceil(min(connecting_members)) - weld_size_min = math.ceil(IS800_2007.cl_10_5_2_3_min_weld_size(connecting_members[0], connecting_members[1])) - if 7<= weld_size_max < max(ALL_WELD_SIZES) and weld_size_max%2 != 0: - weld_size_max = round_up(weld_size_max,2) - available_welds = list([x for x in ALL_WELD_SIZES if (weld_size_min <= x <= weld_size_max)]) - # if available_welds == [] and weld_size_min < max(ALL_WELD_SIZES): - # available_welds = [weld_size_min] - return available_welds,weld_size_min,weld_size_max - - def design_weld(self,available_welds): - self.weld.design_status = False - self.weld.size = available_welds[0] - while self.plate.height <= self.max_plate_height: - self.weld.length = self.plate.height - self.weld.throat_tk = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( - fillet_size=self.weld.size, fusion_face_angle=90) - self.weld.eff_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( - fillet_size=self.weld.size, available_length=self.weld.length) - self.weld.get_weld_strength(connecting_fu=[self.plate.fu, self.supported_section.fu,self.weld.fu], - weld_fabrication=self.weld.fabrication, - t_weld=self.weld.size, weld_angle=90) - self.beta_lw = IS800_2007.cl_10_5_7_3_weld_long_joint(self.weld.eff_length, self.weld.throat_tk) - self.weld.strength = self.weld.strength * self.beta_lw - force_h = self.load.shear_force * 1000 - force_l = self.load.axial_force * 1000 - # force_t = self.plate.moment_demand - self.weld.get_weld_stress(force_h, force_l, l_weld=2*self.weld.eff_length, weld_twist= 0.0, Ip_weld=0.0, y_max=0.0, - x_max=0.0) - if self.weld.strength > self.weld.stress: - break - else: - t_weld_req = self.weld.size * self.weld.stress / self.weld.strength - print(t_weld_req) - available_welds_updated = list([x for x in available_welds if (t_weld_req <= x)]) - print(available_welds_updated) - if not available_welds_updated: - self.plate.height += 10 - self.weld.size = available_welds[0] - logger.warning('Weld stress is guiding plate height, trying with a length of %2.2f mm' % self.plate.height) - self.logs.append({"msg":'Weld stress is guiding plate height, trying with a length of %2.2f mm' % self.plate.height,"type":"warning"}) - else: - self.weld.size = available_welds_updated[0] - print(self.weld.size, self.weld.length) - if self.weld.strength < self.weld.stress: - self.weld.t_weld_req = self.weld.size * self.weld.stress / self.weld.strength - self.weld.design_status = False - # logger.error(": Weld thickness is not sufficient [cl. 10.5.7, IS 800:2007]") - # logger.warning(": Minimum weld thickness required is %2.2f mm " % t_weld_req) - # logger.info(": Should increase length of weld/End plate") - else: - self.weld.design_status = True - - def get_design_status(self): - if self.weld.design_status is True: - self.design_status = True - logger.info("End plate is designed with minimum possible plate thickness.") - self.logs.append({"msg":"End plate is designed with minimum possible plate thickness.","type":"info"}) - logger.info("Bolt columns are limited to two (one on each side) in shear end plate.") - self.logs.append({"msg":"Bolt columns are limited to two (one on each side) in shear end plate.","type":"info"}) - logger.info("=== End Of Design ===") - self.logs.append({"msg":"=== End Of Design ===","type":"info"}) - - def plate_width_check(self, plate_width): - if self.connectivity == VALUES_CONN_1[0]: - clear_width = self.supporting_section.flange_width - if clear_width <= plate_width: - self.plate.design_status = False - else: - self.plate.design_status = True - elif self.connectivity == VALUES_CONN_1[1]: - clear_depth = self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - \ - 2 * self.supporting_section.root_radius - if clear_depth <= plate_width: - self.plate.design_status = False - else: - self.plate.design_status = True - else: - self.plate.design_status = True - - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('End Plate', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'End Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Plate", bgcolor) - - def output_values(self, flag): - ''' - Fuction to return a list of tuples to be displayed as the UI.(Output Dock) - ''' - - # @author: Umair - print(flag) - - out_list = [] - - # TODO: 'Bolt Properties: Start' - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.output[0][1] if flag else '', True) - out_list.append(t2) - - t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_PC_PROVIDED, TYPE_TEXTBOX, self.output[0][2] if flag else '', True) - out_list.append(t3) - - t3_1 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, self.output[0][0] if flag else '', True) - out_list.append(t3_1) - - # t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, self.output[0][7] if flag else '', True) - # out_list.append(t4) - # - # t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, self.output[0][8] if flag else '', True) - # out_list.append(t5) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity if flag else '', True) - out_list.append(t6) - - t6_1 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, self.output[0][9] if flag else '', True) - out_list.append(t6_1) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, self.output[0][10] if flag else '', True) - out_list.append(t21) - - t21_1 = (KEY_OUT_BOLT_TENSION_FORCE, KEY_OUT_DISP_BOLT_TENSION_FORCE, TYPE_TEXTBOX, self.bolt_tension if flag else '', True) - out_list.append(t21_1) - - # t21_2 = (KEY_OUT_BOLT_PRYING_FORCE, KEY_OUT_DISP_BOLT_PRYING_FORCE, TYPE_TEXTBOX, self.output[0][17] if flag else '', True) - # out_list.append(t21_2) - - t3_2 = (KEY_OUT_BOLT_IR_DETAILS, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details], True) - out_list.append(t3_2) - - t23 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) - out_list.append(t23) - - # TODO: 'Bolt Properties: End' - - # TODO: Plate properties: Start - - t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) - out_list.append(t13) - - t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, self.output[0][3] if flag else '', True) - out_list.append(t14) - - t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, TYPE_TEXTBOX, self.output[0][4] if flag else '', True) - out_list.append(t15) - - t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_WIDTH, TYPE_TEXTBOX, self.output[0][5] if flag else '', True) - out_list.append(t16) - - t22 = (KEY_OUT_PLATE_CAPACITIES, KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, ['Capacity Details', self.capacities], True) - out_list.append(t22) - - # TODO: Plate Properties: End - - # TODO: Weld properties: Start - - t24 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) - out_list.append(t24) - - t25 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, self.output[0][23] if flag else '', True) - out_list.append(t25) - - t26 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH, TYPE_TEXTBOX, self.output[0][25] if flag else '', True) - out_list.append(t26) - - t27 = (KEY_OUT_WELD_STRESS, KEY_OUT_DISP_WELD_STRESS, TYPE_TEXTBOX, self.output[0][24] if flag else '', True) - out_list.append(t27) - - # TODO: Weld Properties: End - return out_list - - def bolt_capacity_details(self, flag): - - bolt_details = [] - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, self.output[0][7] if flag else '', True) - bolt_details.append(t4) - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, self.output[0][8] if flag else '', True) - bolt_details.append(t5) - - t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, self.beta_lj if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - bolt_details.append(t5_1) - - t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, self.beta_lg if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - bolt_details.append(t5_2) - - t5_3 = (KEY_OUT_BETA_PK, KEY_OUT_DISP_BETA_PK, TYPE_TEXTBOX, self.beta_pk if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - bolt_details.append(t5_3) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity if flag else '', True) - bolt_details.append(t6) - - t6_1 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, self.output[0][9] if flag else '', True) - bolt_details.append(t6_1) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, self.output[0][10] if flag else '', True) - bolt_details.append(t21) - - t21_1 = (KEY_OUT_BOLT_TENSION_FORCE, KEY_OUT_DISP_BOLT_TENSION_FORCE, TYPE_TEXTBOX, self.output[0][11] if flag else '', True) - bolt_details.append(t21_1) - - t21_2 = (KEY_OUT_BOLT_PRYING_FORCE, KEY_OUT_DISP_BOLT_PRYING_FORCE, TYPE_TEXTBOX, self.output[0][17] if flag else '', True) - bolt_details.append(t21_2) - - t21_3 = (KEY_OUT_BOLT_TENSION_TOTAL, KEY_OUT_DISP_BOLT_TENSION_TOTAL, TYPE_TEXTBOX, self.bolt_tension if flag else '', True) - bolt_details.append(t21_3) - - t21_4 = (KEY_OUT_BOLT_IR, KEY_OUT_DISP_BOLT_IR, TYPE_TEXTBOX, round(self.comb_bolt_ir/1000000,2) if flag else '', True) - bolt_details.append(t21_4) - - - return bolt_details - - def spacing(self, flag): - - spacing = [] - - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") - spacing.append(t00) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/ep_shear.png', 400, 277, ""]) # [image, width, height, caption] - spacing.append(t99) - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.output[0][13] if flag else '') - spacing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.output[0][15] if flag else '') - spacing.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.output[0][14] if flag else '') - spacing.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.output[0][16] if flag else '') - spacing.append(t12) - - return spacing - - def capacities(self, flag): - - capacities = [] - - t17 = (KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, self.output[0][20] if flag else '') - capacities.append(t17) - - t18 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, self.output[0][21] if flag else '') - capacities.append(t18) - - t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND_SEP, TYPE_TEXTBOX, self.output[0][19] if flag else '') - capacities.append(t19) - - t20 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY_SEP, TYPE_TEXTBOX, self.output[0][22] if flag else '') - capacities.append(t20) - - return capacities - - ###################################### - # Function to create design report (LateX/PDF) - ###################################### - def save_design(self, popup_summary): - super(EndPlateConnection, self).save_design() - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - self.report_check = [] - ####################### - # Section Capacities - ####################### - - t1 = ('SubSection', 'Section Design Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - a = self.supported_section - h = a.web_height - t = a.web_thickness - - t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, - cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, a.shear_yielding_capacity), - get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity/1000,2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_CAPACITY, self.load.axial_force, - cl_6_2_tension_yield_capacity_member(h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity, 2)), - get_pass_fail(self.load.axial_force, round(a.tension_yielding_capacity/1000, 2), relation="lesser")) - self.report_check.append(t1) - - if self.design_status_plate_tk is False: - t1 = ('SubSection', 'Minimum Plate Thickness Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), - self.plate.thickness_provided, - get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - - if self.supported_section.design_status is True and self.design_status_plate_tk is True: - t1 = ('SubSection', 'Bolt Design', '|p{3cm}|p{6cm}|p{6.6cm}|p{1.2cm}|') - self.report_check.append(t1) - t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_GRD, '', self.bolt.bolt_grade_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_PLTHICK, '', self.plate.thickness_provided,'') - self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, 2, self.plate.bolt_line, get_pass_fail(2, self.plate.bolt_line, relation='leq')) - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', self.plate.bolts_one_line, get_pass_fail(2, self.plate.bolts_one_line, relation='leq')) - self.report_check.append(t7) - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.plate.pitch_provided, - get_pass_fail(self.bolt.min_pitch, self.plate.pitch_provided, relation='leq')) - self.report_check.append(t1) - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(self.connecting_plates_tk), self.plate.pitch_provided, - get_pass_fail(self.bolt.max_spacing, self.plate.pitch_provided, relation='geq')) - self.report_check.append(t1) - - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type), self.plate.edge_dist_provided, - get_pass_fail(self.bolt.min_end_dist, self.plate.end_dist_provided, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences), - self.plate.edge_dist_provided, - get_pass_fail(self.bolt.max_end_dist, self.plate.end_dist_provided, relation='geq')) - self.report_check.append(t4) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type,parameter='edge_dist'), - self.plate.end_dist_provided, - get_pass_fail(self.bolt.min_edge_dist, self.plate.edge_dist_provided, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - self.bolt.corrosive_influences,parameter='edge_dist'), - self.plate.end_dist_provided, - get_pass_fail(self.bolt.max_edge_dist, self.plate.edge_dist_provided, relation="geq")) - self.report_check.append(t4) - - g1 = 2 * (self.bolt.min_end_dist + self.weld.size) + self.supported_section.web_thickness - if self.connectivity == VALUES_CONN_1[0]: - g2 = round(2 * (self.bolt.min_end_dist + self.supporting_section.root_radius) - + self.supporting_section.web_thickness,2) - g_min = max(g1, g2) - else: - g_min=g1 - - t1 = (DISP_MIN_GAUGE, end_plate_gauge(self.connectivity,self.bolt.min_end_dist, self.weld.size, - self.supported_section.web_thickness, - self.supporting_section.web_thickness, - self.supporting_section.root_radius), - self.plate.gauge_provided, - get_pass_fail(g_min, self.plate.gauge_provided, relation='leq')) - self.report_check.append(t1) - V_b = round(self.bolt.bolt_shear/1000, 2) - bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity / 1000, 2) - bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) - if self.bolt.bolt_type == TYP_BEARING: - t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, - self.bolt.gamma_mb, bolt_shear_capacity_disp), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", - cl_10_3_4_calculate_kb(self.plate.end_dist_provided, self.plate.pitch_provided, self.bolt.dia_hole, - self.bolt.bolt_fu, self.bolt.fu_considered), '') - self.report_check.append(t8) - # kb = self.bolt.calculate_kb(self.plate.end_dist_provided, self.plate.pitch_provided, self.bolt.dia_hole, - # self.bolt.bolt_fu, self.bolt.fu_considered) - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - t2 = ( - KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(self.bolt.kb, self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, - bolt_bearing_capacity_disp), '') - self.report_check.append(t2) - - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), - n=self.plate.bolts_required, - T_ba=V_b,load='shear'), - cl_10_3_2_bolt_capacity(bolt_shear_capacity_disp, bolt_bearing_capacity_disp, self.bolt.bolt_capacity), - '') - self.report_check.append(t3) - else: - kh_disp = round(self.bolt.kh, 2) - t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', - cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub=self.bolt.bolt_fu, - Anb=self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, - capacity=self.bolt.bolt_capacity), '') - self.report_check.append(t4) - - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), - n=self.plate.bolts_required, T_ba=V_b, - load='shear'),self.bolt.bolt_capacity, - '') - self.report_check.append(t3) - if self.bolt.bolt_type == TYP_BEARING: - l_j = self.plate.pitch_provided * (self.plate.bolts_one_line - 1) - beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) - beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, self.t_sum, l_j) - beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) - else: - beta_lj = 1.0 - beta_lg = 1.0 - beta_pk = 1.0 - bolt_capacity_red = round(self.bolt.bolt_capacity * beta_lj*beta_lg*beta_pk/1000, 2) - - t10 = (KEY_OUT_LONG_JOINT, '', - cl_10_3_3_1_long_joint_bolted_prov(self.plate.bolt_line, self.plate.bolts_one_line, - self.plate.gauge_provided, self.plate.pitch_provided, - self.bolt.bolt_diameter_provided, self.bolt.bolt_capacity, bolt_capacity_red, direction='n_r'), - "") - self.report_check.append(t10) - - t11 = (KEY_OUT_LARGE_GRIP, '', - cl_10_3_3_2_large_grip_bolted_prov(self.t_sum, self.bolt.bolt_diameter_provided, beta_lj), - "") - self.report_check.append(t11) - - t12 = (KEY_OUT_PACKING_PLATE, '', - packing_plate_bolted_prov(self.plate.gap), - "") - self.report_check.append(t12) - - t13 = (KEY_OUT_BOLT_CAPACITY_REDUCED, str(V_b), - bolt_capacity_reduced_prov(beta_lj, beta_lg, beta_pk, bolt_capacity_disp), - "") - self.report_check.append(t13) - - T_e = round(self.bolt.bolt_tension/1000,2) - - t1 = (KEY_OUT_DISP_BOLT_TENSION_FORCE,force_in_bolt_due_to_load(P=round(self.load.axial_force, 2), - n=self.plate.bolts_required, T_ba=T_e,load='tension'), - '','') - self.report_check.append(t1) - - if self.bolt.bolt_tensioning == 'Pretensioned': - beta = 1 - else: - beta = 2 - t = self.plate.thickness_provided - f_o = round(0.7 * self.bolt.bolt_fu,2) - l_e2= round(1.1 * t * math.sqrt(beta * f_o / self.plate.fy),2) - l_e = round(min(self.plate.end_dist_provided, 1.1 * t * math.sqrt(beta * f_o / self.plate.fy)),2) - col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.plate.end_dist_provided) - beam_g = (self.supported_section.web_thickness / 2 + self.weld.size + self.plate.end_dist_provided) - # if col_g > beam_g: - # l_v = round(col_g - (self.supported_section.web_thickness / 2 + self.weld.size),2) - # else: - # l_v = round(self.bolt.min_edge_dist_round,2) - l_v = round(self.output[0][14]/2 - self.supported_section.web_thickness/2 - self.output[0][23], 2) - b_e = min(self.output[0][13], 2 * l_v) - Q = round(self.bolt.bolt_tension_prying/1000,2) - - t1 = (KEY_OUT_DISP_BOLT_PRYING_FORCE, cl_10_4_7_prying_force(l_v, l_e, l_e2, T_e, beta, f_o, b_e, t, - self.plate.end_dist_provided, self.supported_section.root_radius, - self.plate.fy, self.bolt.bolt_fu, - f_o, self.supported_section.flange_width, self.plate.bolt_line, - Q,eta=1.5),'','') - self.report_check.append(t1) - - T_b = round(T_e+Q,2) - - t1 = (KEY_OUT_DISP_BOLT_TENSION_FORCE, total_bolt_tension_force(T_ba=T_e, - Q=Q, - T_b = T_b), - cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fu, - self.bolt.bolt_shank_area, self.bolt.bolt_net_area, - self.bolt.bolt_tension_capacity), - get_pass_fail(T_b, self.bolt.bolt_tension_capacity, relation='leq')) - self.report_check.append(t1) - - comb_bolt_ir = round((V_b / bolt_capacity_red) ** 2 + \ - ((T_e + Q) / self.bolt.bolt_tension_capacity) ** 2,2) - - t1 = (KEY_DISP_IR, required_IR_or_utilisation_ratio(IR=1), - cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_b, bolt_capacity_red, T_b, self.bolt.bolt_tension_capacity, comb_bolt_ir), - get_pass_fail(1, comb_bolt_ir, relation="greater")) - self.report_check.append(t1) - - # - t1 = ('SubSection', 'Plate Design', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_PLATE_HEIGHT, min_plate_ht_req(self.supported_section.depth, self.supported_section.root_radius, - self.supported_section.flange_thickness,self.min_plate_height), - self.plate.height, - get_pass_fail(self.min_plate_height, self.plate.height, relation="leq")) - self.report_check.append(t1) - t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.notch_ht, - self.max_plate_height), self.plate.height, - get_pass_fail(self.max_plate_height, self.plate.height, relation="geq")) - self.report_check.append(t1) - - t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), - self.plate.thickness_provided, - get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - - if self.design_status_bolt is True: - self.min_plate_width = round(self.plate.gauge_provided+2*self.bolt.min_edge_dist, 2) - - - t1 = (DISP_MIN_PLATE_WIDTH, ep_min_plate_width_req(self.plate.gauge_provided,self.bolt.min_edge_dist, - self.min_plate_width), - self.plate.width, - get_pass_fail(self.min_plate_width, self.plate.width, relation="leq")) - self.report_check.append(t1) - - if self.connectivity == VALUES_CONN_1[0]: - self.max_plate_width = self.supporting_section.flange_width - elif self.connectivity == VALUES_CONN_1[1]: - self.max_plate_width = self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - \ - 2 * self.supporting_section.root_radius - else: - self.max_plate_width = 'N/A' - - t1 = (DISP_MAX_PLATE_WIDTH, ep_max_plate_width_avail(self.connectivity,self.supporting_section.depth, - self.supporting_section.flange_thickness, - self.supporting_section.root_radius,self.supporting_section.flange_width,self.max_plate_width), - self.plate.width, - get_pass_fail(self.max_plate_width, self.plate.width, relation="geq")) - self.report_check.append(t1) - - ####################### - # Plate Capacities - ####################### - - a = self.plate - h = a.height - t = a.thickness_provided - - t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, a.shear_capacity), '') - self.report_check.append(t1) - t1 = ( - KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', cl_6_4_blockshear_capacity_member(Tdb=round(a.plate_block_shear_capacity, 2), stress='shear'), '') - self.report_check.append(t1) - t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, - cl_8_4_shear_capacity_member(a.shear_capacity, 0.0, a.plate_block_shear_capacity), - get_pass_fail(self.load.shear_force, a.shear_capacity, relation="lesser")) - self.report_check.append(t1) - - ecc = round(self.bolt_dist_to_weld, 2) - T_w = self.supporting_section.web_thickness - R_r = self.supporting_section.root_radius - e = self.bolt.min_edge_dist_round - t_w = self.supported_section.web_thickness - g = self.plate.gauge_provided - s = self.weld.size - M = self.plate.plate_moment - - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, end_plate_moment_demand(self.connectivity,g,T_w,R_r,t_w,s, T_e, M), - cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(self.plate.Z_p, 2), f_y=self.plate.fy, - gamma_m0=gamma_m0, Pmc=self.plate.plate_moment_capacity), - get_pass_fail(self.plate.plate_moment, self.plate.plate_moment_capacity, relation="lesser")) - self.report_check.append(t1) - - ################## - # Weld Checks - ################## - plate_status = self.get_plate_status() - - if self.design_status_bolt is True and plate_status is True: - weld_conn_plates_fu = [self.plate.fu, self.supported_section.fu, self.weld.fu] - weld_conn_plates_tk = [self.plate.thickness_provided,self.supported_section.web_thickness] - [available_welds,weld_min,weld_max] = self.get_available_welds(weld_conn_plates_tk) - t1 = ('SubSection', 'Weld Design', '|p{4cm}|p{5.5cm}|p{5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_WELD_SIZE, cl_10_5_2_3_min_fillet_weld_size_required(weld_conn_plates_tk, weld_min), - self.weld.size, - get_pass_fail(weld_min, self.weld.size, relation="leq")) - self.report_check.append(t1) - t1 = (DISP_MAX_WELD_SIZE, cl_10_5_3_1_max_weld_size(weld_conn_plates_tk, weld_max), - self.weld.size, - get_pass_fail(weld_max, self.weld.size, relation="geq")) - self.report_check.append(t1) - initial_weld_Strength = round(self.weld.strength/self.beta_lw,2) - gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.weld.fabrication] - t1 = (DISP_WELD_STRENGTH, - weld_strength_req(V=self.load.shear_force * 1000, A=self.load.axial_force * 1000, - M=0.0, Ip_w=0.0, - y_max=self.weld.eff_length / 2, x_max=0.0, l_w=2 * self.weld.eff_length, - R_w=self.weld.stress), - cl_10_5_7_1_1_weld_strength(weld_conn_plates_fu, gamma_mw, self.weld.throat_tk, - initial_weld_Strength), '') - self.report_check.append(t1) - - t15 = (KEY_OUT_LONG_JOINT_WELD, long_joint_welded_req(), - cl_10_5_7_3_weld_strength_post_long_joint(h=self.plate.height, l=0.0, t_t=self.weld.throat_tk, - ws=initial_weld_Strength, wsr=self.weld.strength, direction='height'), "") - self.report_check.append(t15) - - t5 = ( - KEY_OUT_DISP_RED_WELD_STRENGTH, self.weld.stress, self.weld.strength, - get_pass_fail(self.weld.stress, self.weld.strength, relation="lesser")) - self.report_check.append(t5) - - Disp_2d_image = [] - Disp_3D_image = "/ResourceFiles/images/3d.png" - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - fname_no_ext = popup_summary['filename'] - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - return True - - def get_plate_status(self): - if self.plate.plate_moment < self.plate.plate_moment_capacity \ - and self.plate.plate_shear < self.plate.shear_capacity and self.max_plate_height >= self.plate.height >= self.min_plate_height and \ - self.plate.width >= self.min_plate_width: - if self.connectivity in VALUES_CONN_2: - return True - else: - if self.plate.width <= self.max_plate_width: - return True - else: - return False - - diff --git a/design_type/connection/fin_plate_connection.py b/design_type/connection/fin_plate_connection.py deleted file mode 100644 index 01cc532b8..000000000 --- a/design_type/connection/fin_plate_connection.py +++ /dev/null @@ -1,1693 +0,0 @@ -from design_type.connection.shear_connection import ShearConnection -from design_report.reportGenerator_latex import CreateLatex -from utils.common.component import * -from utils.common.material import * -from Report_functions import * -import logging -import os - - - -class FinPlateConnection(ShearConnection): - - def __init__(self): - super(FinPlateConnection, self).__init__() - self.min_plate_height = 0.0 - self.max_plate_height = 0.0 - self.res_force = 0.0 - self.weld_connecting_plates = [] - self.design_status = False - self.logs = [] - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) - tabs.append(t1) - - t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) - tabs.append(t1) - - t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t2 = ("Weld", TYPE_TAB_2, self.weld_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - - change_tab = [] - - t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], TYPE_TEXTBOX, - self.get_fu_fy_I_section_suptng) - change_tab.append(t1) - - t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], TYPE_TEXTBOX, - self.get_fu_fy_I_section_suptd) - change_tab.append(t2) - - t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, - KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) - - change_tab.append(t3) - - t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t4) - - t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [ - KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [ - KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t7) - - return change_tab - - def input_dictionary_design_pref(self): - design_input = [] - t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) - design_input.append(t1) - - t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) - design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [ - KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) - design_input.append(t4) - - t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) - design_input.append(t4) - - t5 = ("Detailing", TYPE_COMBOBOX, [ - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, - KEY_SUPTDSEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_WELD_FAB, KEY_DP_WELD_MATERIAL_G_O, KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - #################################### - # Design Preference Functions End - #################################### - # Setting up logger and Input and Output Docks - #################################### - - def set_osdaglogger(self, key): - """ - Function to set Logger for FinPlate Module - """ - # @author Arsil Zunzunia - # super(FinPlateConnection, FinPlateConnection).set_osdaglogger(key) - global logger - - logger = logging.getLogger('Osdag') - - try : - logger.setLevel(logging.DEBUG) - except Exception as e : - print('error in setting level e : ' , e) - - handler = logging.StreamHandler() - - try : - formatter = logging.Formatter( - fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - except Exception as e : - print('error in Formatter e : ' , e) - - try : - handler.setFormatter(formatter) - except Exception as e : - print('error in setting the formatter e : ' , e) - - logger.addHandler(handler) - try : - handler = logging.FileHandler('logging_text.log') - - except Exception as e : - print('exception in osdag logger e : ' , e) - - formatter = logging.Formatter( - fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - if key is not None: - handler = OurLog(key) - formatter = logging.Formatter( - fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_FINPLATE - - def input_values(self): - ''' - Fuction to return a list of tuples to be displayed as the UI.(Input Dock) - - e.g. - t = (Key, Key_display, Type, existing_val, - Current_Value, enabled/disabled, Validator_type) - ''' - - # @author: Amir, Umair - self.module = KEY_DISP_FINPLATE - - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_FINPLATE, - TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, - VALUES_CONN, True, 'No Validator') - options_list.append(t2) - - t15 = (KEY_IMAGE, None, TYPE_IMAGE, - "./ResourceFiles/images/fin_cf_bw.png", True, 'No Validator') - options_list.append(t15) - - t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, - connectdb("Columns"), True, 'No Validator') - options_list.append(t3) - - t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, - connectdb("Beams"), True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, - VALUES_MATERIAL, True, 'No Validator') - options_list.append(t5) - - t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) - - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, - None, True, 'Int Validator') - options_list.append(t7) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, - None, True, 'Int Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, - VALUES_D, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, - VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, - VALUES_GRD, True, 'No Validator') - options_list.append(t12) - - t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t13) - - t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, TYPE_COMBOBOX_CUSTOMIZED, - VALUES_PLATETHK, True, 'No Validator') - options_list.append(t14) - - return options_list - - def spacing(self, status): - - spacing = [] - - t00 = (None, "", TYPE_NOTE, - "Representative Image for Spacing Details - 3 x 3 pattern considered") - spacing.append(t00) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_3.png', 400, 277, ""]) # [image, width, height, caption] - spacing.append(t99) - - t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, - self.plate.gauge_provided if status else '') - spacing.append(t9) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, - self.plate.edge_dist_provided if status else '') - spacing.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, - self.plate.pitch_provided if status else '') - spacing.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, - self.plate.end_dist_provided if status else '') - spacing.append(t12) - - return spacing - - def capacities(self, status): - - capacities = [] - - t00 = (None, "", TYPE_NOTE, - "Representative image for Failure Pattern (Half Plate)- 2 x 3 Bolts pattern considered") - capacities.append(t00) - - t99 = (None, 'Failure Pattern due to Shear in Plate', TYPE_SECTION, - ['./ResourceFiles/images/L_shear1.png', 400, 210, "Block Shear Pattern"]) # [image, width, height, caption] - capacities.append(t99) - - t17 = (KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, round( - self.plate.shear_yielding_capacity/1000, 2) if status else '') - capacities.append(t17) - - t18 = (KEY_OUT_PLATE_RUPTURE, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, round( - self.plate.shear_rupture_capacity/1000, 2) if status else '') - capacities.append(t18) - - t17 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, round( - self.plate.block_shear_capacity_shear/1000, 2) if status else '') - capacities.append(t17) - - t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_SECTION, - ['./ResourceFiles/images/U.png', 400, 202, - "Block Shear Pattern"]) # [image, width, height, caption] - capacities.append(t99) - - t17 = (KEY_OUT_PLATE_TENSION, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, - round(self.plate.tension_yielding_capacity/1000, 2) if status else '') - capacities.append(t17) - - t18 = (KEY_OUT_PLATE_TENSION_RUP, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, - round(self.plate.tension_rupture_capacity/1000, 2) if status else '') - capacities.append(t18) - - t17 = (KEY_OUT_PLATE_BLK_SHEAR_AXIAL, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, - round(self.plate.block_shear_capacity_axial/1000, 2) if status else '') - capacities.append(t17) - - t99 = (None, 'Section3', TYPE_SECTION, None) - capacities.append(t99) - - t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, round( - self.plate.moment_demand/1000000, 2) if status else '') - capacities.append(t19) - - t20 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, round( - self.plate.moment_capacity/1000000, 2) if status else '') - capacities.append(t20) - - return capacities - - def section_capacities(self, status): - - capacities = [] - - t00 = ( - None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)- 2 x 3 Bolts pattern considered") - capacities.append(t00) - - t99 = (None, 'Failure Pattern due to Shear in Member', TYPE_SECTION, - ['./ResourceFiles/images/L_shear1.png', 400, 210, - "Block Shear Pattern"]) # [image, width, height, caption] - capacities.append(t99) - - t17 = (KEY_SHEAR_YIELDCAPACITY, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, round( - self.supported_section.shear_yielding_capacity/1000, 2) if status else '') - capacities.append(t17) - - t18 = (KEY_SHEAR_RUPTURECAPACITY, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, round( - self.supported_section.shear_rupture_capacity/1000, 2) if status else '') - capacities.append(t18) - - t17 = (KEY_SHEAR_BLOCKSHEARCAPACITY, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, round( - self.supported_section.block_shear_capacity_shear/1000, 2) if status else '') - capacities.append(t17) - - t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, - ['./ResourceFiles/images/U.png', 400, 202, - "Block Shear Pattern"]) # [image, width, height, caption] - capacities.append(t99) - - t17 = (KEY_TENSION_YIELDCAPACITY, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, - round(self.supported_section.tension_yielding_capacity/1000, 2) if status else '') - capacities.append(t17) - - t18 = (KEY_TENSION_RUPTURECAPACITY, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, - round(self.supported_section.tension_rupture_capacity/1000, 2) if status else '') - capacities.append(t18) - - t17 = (KEY_TENSION_BLOCKSHEARCAPACITY, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, - round(self.supported_section.block_shear_capacity_axial/1000, 2) if status else '') - capacities.append(t17) - - t99 = (None, 'Section3', TYPE_SECTION, '') - capacities.append(t99) - - t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, round( - self.plate.moment_demand/1000000, 2) if status else '') - capacities.append(t19) - - t20 = (KEY_MEMBER_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, round( - self.supported_section.moment_capacity / 1000000, 2) if status else '') - capacities.append(t20) - - return capacities - - def output_values(self, flag): - ''' - Fuction to return a list of tuples to be displayed as the UI.(Output Dock) - ''' - - # @author: Umair - - out_list = [] - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, - int(self.bolt.bolt_diameter_provided) if flag else '', True) - out_list.append(t2) - - t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, - TYPE_TEXTBOX, self.bolt.bolt_grade_provided if flag else '', True) - - out_list.append(t3) - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, - round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) - out_list.append(t4) - - bolt_bearing_capacity_disp = '' - if flag is True: - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round( - self.bolt.bolt_bearing_capacity / 1000, 2) - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, - TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - out_list.append(t5) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, round( - self.bolt.bolt_capacity/1000, 2) if flag else '', True) - out_list.append(t6) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, - round(self.plate.bolt_force / 1000, 2) if flag else '', True) - out_list.append(t21) - - t7 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, - self.plate.bolt_line if flag else '', True) - out_list.append(t7) - - t8 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, - TYPE_TEXTBOX, self.plate.bolts_one_line if flag else '', True) - out_list.append(t8) - - t21 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, - ['Spacing Details', self.spacing], True) - out_list.append(t21) - - t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) - out_list.append(t13) - - t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, - int(self.plate.thickness_provided) if flag else '', True) - out_list.append(t14) - - t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, - TYPE_TEXTBOX, float(self.plate.height) if flag else '', True) - out_list.append(t15) - - t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_LENGTH, - TYPE_TEXTBOX, float(self.plate.length) if flag else '', True) - out_list.append(t16) - - t22 = ('button1', KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, [ - 'Capacity Details', self.capacities], True) - out_list.append(t22) - - t13 = (None, DISP_TITLE_SECTION, TYPE_TITLE, None, True) - out_list.append(t13) - - t22 = ('button2', KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, [ - 'Capacity Details', self.capacities], True) - out_list.append(t22) - - t13 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) - out_list.append(t13) - - t14 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, - TYPE_TEXTBOX, self.weld.size if flag else '', True) - out_list.append(t14) - - t15 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH, - TYPE_TEXTBOX, round(self.weld.strength, 2) if flag else '', True) - out_list.append(t15) - - t16 = (KEY_OUT_WELD_STRESS, KEY_OUT_DISP_WELD_STRESS, - TYPE_TEXTBOX, round(self.weld.stress, 2) if flag else '', True) - out_list.append(t16) - - return out_list - - #################################### - # Setting input values and start of Calculations - #################################### - def set_input_values(self, design_dictionary): - - # if design_dictionary[KEY_SUPTNGSEC_MATERIAL] == "Custom": - # design_dictionary[KEY_SUPTNGSEC_MATERIAL] = "Custom" + " " + str(design_dictionary[KEY_SUPTNGSEC_FU]) + " " \ - # + str(design_dictionary[KEY_SUPTNGSEC_FY]) - # if design_dictionary[KEY_SUPTDSEC_MATERIAL] == "Custom": - # design_dictionary[KEY_SUPTDSEC_MATERIAL] = "Custom" + " " + str(design_dictionary[KEY_SUPTDSEC_FU]) + " " \ - # + str(design_dictionary[KEY_SUPTDSEC_FY]) - - super(FinPlateConnection, self).set_input_values(design_dictionary) - - self.module = design_dictionary[KEY_MODULE] - - self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), - material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) - self.plate.design_status_capacity = False - self.weld = Weld( - material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) - print("input values are set. Doing preliminary member checks") - # self.warn_text(self) - self.member_capacity() - - def member_capacity(self): - super(FinPlateConnection, self).member_capacity() - self.thickness_possible = [] - self.supported_section.low_shear_capacity = round( - 0.6 * self.supported_section.shear_yielding_capacity, 2) - if self.supported_section.low_shear_capacity / 1000 > self.load.shear_force and \ - self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force: - self.supported_section.design_status_initial = True - - if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0): - logger.warning(" : The value of factored shear force is less than the minimum recommended value. " - "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " - "[Ref. IS 800:2007, Cl.10.7].") - self.logs.append({"msg": "The value of factored shear force is less than the minimum recommended value. " - "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " - "[Ref. IS 800:2007, Cl.10.7].", "type": "warning"}) - self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0) - - print( - "Preliminary member check(s) have passed. Checking available bolt diameter(s).") - self.thickness_possible = [ - i for i in self.plate.thickness if i >= self.supported_section.web_thickness] - - if not self.thickness_possible: - self.plate.thickness_available = min(self.plate.thickness) - logger.error( - ": The plate thickness should be greater than the web thickness of the suppported section.") - self.logs.append({ - "msg": "The plate thickness should be greater than the web thickness of the suppported section.", - "type": "error" - }) - else: - print("Selecting bolt diameter") - self.select_bolt_dia() - - else: - self.supported_section.design_status_initial = False - logger.warning(" : The shear yielding capacity (low shear case) {} and/or tension yielding capacity {} is less " - "than the applied load. Define a large/larger section(s) or decrease the load." - .format(round(self.supported_section.low_shear_capacity/1000, 2), - round(self.supported_section.tension_yielding_capacity/1000, 2))) - self.logs.append({ - "msg": " : The shear yielding capacity (low shear case) {} and/or tension yielding capacity {} is less " - "than the applied load. Define a large/larger section(s) or decrease the load." - .format(round(self.supported_section.low_shear_capacity/1000, 2), - round(self.supported_section.tension_yielding_capacity/1000, 2)), - "type": "warning" - }) - print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") - - def select_bolt_dia(self): - self.min_plate_height = self.supported_section.min_plate_height() - self.max_plate_height = self.supported_section.max_plate_height( - self.connectivity, 50.0) - - self.res_force = math.sqrt( - self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 - - self.plate.thickness_provided = min(self.thickness_possible) - self.plate.connect_to_database_to_get_fy_fu( - grade=self.plate.material, thickness=self.plate.thickness_provided) - bolts_required_previous = 2 - - self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] - count = 0 - - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append( - (self.plate.thickness_provided, self.plate.fu, self.plate.fy)) - self.bolt_conn_plates_t_fu_fy.append( - (self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) - - bolt_force_previous = 0.0 - bolt_dia_previous = self.bolt.bolt_diameter[-1] - plate_height_previous = self.min_plate_height - long_joint_factor_previous = 1.0 - - for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - print("getting web plate details for dia:", self.bolt.bolt_diameter_provided, - self.bolt.bolt_grade_provided, self.bolt.bolt_capacity) - self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, - web_plate_h_min=self.min_plate_height, - web_plate_h_max=self.max_plate_height, - bolt_capacity=self.bolt.bolt_capacity, - min_edge_dist=self.bolt.min_edge_dist_round, - min_gauge=self.bolt.min_gauge_round, - max_spacing=self.bolt.max_spacing_round, - max_edge_dist=self.bolt.max_edge_dist_round, - shear_load=self.load.shear_force * 1000, - axial_load=self.load.axial_force * 1000, gap=self.plate.gap, - shear_ecc=True, bolt_line_limit=2) - self.long_joint_factor = self.plate.bolt_capacity_red/self.bolt.bolt_capacity - - if self.plate.design_status is True: - if self.plate.bolts_required > bolts_required_previous and count >= 1: - self.bolt.bolt_diameter_provided = bolt_dia_previous - self.plate.bolt_force = bolt_force_previous - self.plate.height = plate_height_previous - self.long_joint_factor = long_joint_factor_previous - break - bolt_force_previous = self.plate.bolt_force - bolt_dia_previous = self.bolt.bolt_diameter_provided - plate_height_previous = self.plate.height - long_joint_factor_previous = self.plate.bolt_capacity_red/self.bolt.bolt_capacity - bolts_required_previous = self.plate.bolts_required - count += 1 - else: - pass - # bolt_capacity_req = self.bolt.bolt_capacity - - if self.plate.design_status is False: - self.design_status = False - logger.error(self.plate.reason) - self.logs.append({ - "msg": self.plate.reason, - "type": "error" - }) - else: - self.get_bolt_grade() - - def get_bolt_grade(self): - # print(self.design_status, "Getting bolt grade") - bolt_grade_previous = self.bolt.bolt_grade[-1] - # bolt_previous = self.bolt - count = 0 - for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): - - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - - print("for grade :", self.bolt.bolt_grade_provided, "capacity is:", - self.bolt.bolt_capacity, "force is:", self.plate.bolt_force) - - bolt_capacity_reduced = self.long_joint_factor*self.bolt.bolt_shear_capacity - if bolt_capacity_reduced < self.plate.bolt_force and count >= 1: - self.bolt.bolt_grade_provided = bolt_grade_previous - break - bolt_grade_previous = self.bolt.bolt_grade_provided - count += 1 - - self.bolt.design_status = True - self.get_fin_plate_details() - - def get_fin_plate_details(self): - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_grade_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, - n_planes=1) - print("recalculating web plate details") - self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, - web_plate_h_min=self.plate.height, - web_plate_h_max=self.max_plate_height, - bolt_capacity=self.bolt.bolt_capacity, - min_edge_dist=self.bolt.min_edge_dist_round, - min_gauge=self.bolt.min_gauge_round, - max_spacing=self.bolt.max_spacing_round, - max_edge_dist=self.bolt.max_edge_dist_round, - shear_load=self.load.shear_force * 1000, - axial_load=self.load.axial_force * 1000, gap=self.plate.gap, - shear_ecc=True, bolt_line_limit=2) - initial_plate_height = self.plate.height - initial_edge_dist = self.plate.edge_dist_provided - initial_gauge = self.plate.gauge_provided - self.initial_plate_thk = self.plate.thickness_provided - self.initial_bearing_capacity = self.bolt.bolt_bearing_capacity - self.initial_kb = self.bolt.kb - self.initial_bolt_capacity = self.bolt.bolt_capacity - print("1. plate deisign status is ", self.plate.design_status) - for self.plate.thickness_provided in self.thickness_possible: - self.plate.connect_to_database_to_get_fy_fu(grade=self.plate.material, - thickness=self.plate.thickness_provided) - - self.plate.height = initial_plate_height - self.plate.gauge_provided = initial_gauge - self.plate.edge_dist_provided = initial_edge_dist - if self.bolt.bolt_type == TYP_BEARING: - self.bolt.calculate_bolt_capacity(self.bolt.bolt_diameter_provided, self.bolt.bolt_grade_provided, - self.bolt_conn_plates_t_fu_fy, 1, self.plate.edge_dist_provided, - p=self.plate.gauge_provided) - self.plate.get_web_plate_details(self.bolt.bolt_diameter_provided, self.plate.height, self.plate.height, - self.bolt.bolt_capacity, self.plate.edge_dist_provided, - self.plate.gauge_provided, - self.plate.gauge_provided, self.plate.edge_dist_provided, - self.load.shear_force * 1000, self.load.axial_force * 1000, 0, - self.plate.gap, True, 2, - self.plate.bolts_one_line, self.plate.bolt_line, None, self.plate.pitch_provided) - - if self.connectivity in VALUES_CONN_1: - self.weld_connecting_plates = [ - self.supporting_section.flange_thickness, self.plate.thickness_provided] - else: - self.weld_connecting_plates = [ - self.supporting_section.web_thickness, self.plate.thickness_provided] - [available_welds, self.weld_size_min, self.weld_size_max] = self.get_available_welds( - self.weld_connecting_plates) - if available_welds: - self.section_shear_checks() - self.plate_shear_checks() - self.design_weld(available_welds) - while self.supported_section.design_status == False or self.plate.design_status_capacity == False or \ - self.weld.design_status == False: - if self.supported_section.moment_capacity > self.plate.moment_demand and self.plate.height+10 <= self.max_plate_height: - self.plate.height += 10 - h_recalc = (self.plate.gauge_provided + 5) * \ - (self.plate.bolts_one_line - 1) + \ - self.plate.edge_dist_provided - if self.plate.block_shear_capacity_axial > self.load.axial_force*1000 or \ - self.supported_section.block_shear_capacity_axial > self.load.axial_force*1000 or \ - self.plate.edge_dist_provided + 5 <= self.bolt.max_edge_dist: - self.plate.edge_dist_provided += 5 - - elif self.plate.gauge_provided + 5 <= self.bolt.max_spacing and h_recalc <= self.max_plate_height: - self.plate.gauge_provided += 5 - self.plate.height = (self.plate.gauge_provided) * ( - self.plate.bolts_one_line - 1) + self.plate.edge_dist_provided - self.plate.get_web_plate_details(self.bolt.bolt_diameter_provided, self.plate.height, self.plate.height, - self.bolt.bolt_capacity, self.plate.edge_dist_provided, self.plate.gauge_provided, - self.plate.gauge_provided, self.plate.edge_dist_provided, - self.load.shear_force*1000, self.load.axial_force*1000, 0, self.plate.gap, True, 2, - self.plate.bolts_one_line, self.plate.bolt_line, None) - - if self.plate.design_status is False: - break - else: - break - self.section_shear_checks() - self.plate_shear_checks() - self.design_weld(available_welds) - else: - break - if self.supported_section.design_status is True and self.plate.design_status_capacity is False: - continue - elif self.weld.design_status is False and \ - self.plate.thickness_provided <= math.ceil(min(self.weld_connecting_plates))\ - and self.weld.size != max(ALL_WELD_SIZES): - continue - else: - break - - else: - logger.error(": For the given members and %2.2f mm thick plate, the weld size should be of the range " - "%2.2f mm - %2.2f mm." % self.plate.thickness_provided % self.weld_size_min - % self.weld_size_max) - self.logs.append({ - "msg": "For the given members and %2.2f mm thick plate, the weld size should be of the range " - "%2.2f mm - %2.2f mm." % self.plate.thickness_provided % self.weld_size_min - % self.weld_size_max, - "type": "error" - }) - logger.info( - ": Weld design could not be performed with the available weld size(s).") - self.logs.append({ - "msg": "Weld design could not be performed with the available weld size(s).", - "type": "info" - }) - if self.plate.moment_capacity < self.plate.moment_demand: - break - - if self.supported_section.design_status is True and self.plate.design_status_capacity is True and self.weld.design_status is True: - self.get_design_status() - - if self.load.shear_force*1000 > self.plate.shear_capacity: - self.design_status = False - logger.error(": The shear capacity of the plate is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.shear_force) - self.logs.append({ - "msg": "The shear capacity of the plate is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.shear_force, - "type": "error" - }) - logger.warning(":The shear capacity of the plate is {} kN." .format( - round(self.plate.shear_capacity/1000, 2))) - self.logs.append({ - "msg": "The shear capacity of the plate is {} kN." .format( - round(self.plate.shear_capacity/1000, 2)), - "type": "warning" - }) - logger.info(": Increase the plate thickness or material grade.") - self.logs.append({ - "msg": "Increase the plate thickness or material grade.", - "type": "info" - }) - - if self.load.axial_force*1000 > self.plate.tension_capacity: - self.design_status = False - logger.error(":The tensile capacity of the plate is less than the applied axial force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.axial_force) - self.logs.append({ - "msg": "The tensile capacity of the plate is less than the applied axial force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.axial_force, - "type": "error" - }) - logger.warning(":The tensile capacity of the plate is {} kN." .format( - round(self.plate.tension_capacity/1000, 2))) - self.logs.append({ - "msg": "The tensile capacity of the plate is {} kN." .format( - round(self.plate.tension_capacity/1000, 2)), - "type": "warning" - }) - logger.info(": Increase the plate thickness or material grade.") - self.logs.append({ - "msg": "Increase the plate thickness or material grade.", - "type": "info" - }) - - if self.plate.moment_capacity < self.plate.moment_demand: - self.design_status = False - logger.error(": The plate moment capacity is less than the moment demand, {} kNm [Ref. Cl.8.2.1.2, IS 800:2007]." - .format(round(self.plate.moment_demand/1000000, 2))) - self.logs.append({ - "msg": "The plate moment capacity is less than the moment demand, {} kNm [Ref. Cl.8.2.1.2, IS 800:2007]." - .format(round(self.plate.moment_demand/1000000, 2)), - "type": "error" - }) - - # print(self.plate.moment_capacity / 1000000) - logger.warning(": The moment capacity of the plate is {} kNm.".format( - round(self.plate.moment_capacity/1000000, 2))) - self.logs.append({ - "msg": "The moment capacity of the plate is {} kNm.".format( - round(self.plate.moment_capacity/1000000, 2)), - "type": "warning" - }) - - logger.info(": Increase the plate thickness or material grade.") - logger.info( - ": Arranging the bolts in one line will reduce the moment induced.") - self.logs.append({ - "msg": "Increase the plate thickness or material grade.", - "type": "info" - }) - self.logs.append({ - "msg": "Arranging the bolts in one line will reduce the moment induced.", - "type": "info" - }) - - if self.load.shear_force*1000 > self.supported_section.shear_capacity: - self.design_status = False - logger.error(": The shear capacity of the beam is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.shear_force) - logger.warning(": The shear capacity of the beam is {} kN.".format( - round(self.supported_section.shear_capacity/1000, 2))) - logger.info(": Choose a beam of higher size or provide a larger bolt diameter (if available) to increase the rupture/block shear " - "capacity.") - - self.logs.append({ - "msg": "The shear capacity of the beam is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." - % self.load.shear_force, - "type": "error" - }) - self.logs.append({ - "msg": "The shear capacity of the beam is {} kN.".format( - round(self.supported_section.shear_capacity/1000, 2)), - "type": "warning" - }) - self.logs.append({ - "msg": "Choose a beam of higher size or provide a larger bolt diameter (if available) to increase the rupture/block shear " - "capacity.", - "type": "info" - }) - - if self.load.axial_force*1000 > self.supported_section.tension_capacity: - self.design_status = False - logger.error(": The tensile capacity of the beam is less than the applied axial force, %2.2f kN [Ref. Cl. 6.4.1, IS 800:2007]." - % self.load.axial_force) - logger.warning(": The tensile capacity of the beam is {} kN." .format( - round(self.supported_section.tension_capacity/1000, 2))) - logger.info(": Choose a beam of higher size or material grade.") - logger.info( - ": Lesser number of bolts per line increases the rupture capacity.") - - self.logs.append({ - "msg": "The tensile capacity of the beam is less than the applied axial force, %2.2f kN [Ref. Cl. 6.4.1, IS 800:2007]." - % self.load.axial_force, - "type": "error" - }) - self.logs.append({ - "msg": "The tensile capacity of the beam is {} kN." .format( - round(self.supported_section.tension_capacity/1000, 2)), - "type": "warning" - }) - self.logs.append({ - "msg": "Choose a beam of higher size or material grade.", - "type": "info" - }) - self.logs.append({ - "msg": "Lesser number of bolts per line increases the rupture capacity.", - "type": "info" - }) - - if self.supported_section.moment_capacity < self.plate.moment_demand: - self.design_status = False - logger.error(": The moment capacity of the beam is less than the moment demand, {} kNm [Ref. Cl. 8.2.1.2, IS 800:2007]." - .format(round(self.plate.moment_demand/1000000, 2))) - logger.warning(": The moment capacity of the plate is {} kNm." .format( - round(self.supported_section.cl_8_2_moment_capacity_member / 1000000, 2))) - logger.info(": Increase the plate thickness or material grade.") - logger.info( - ": Arranging bolts in one line will reduce moment induced.") - - self.logs.append({ - "msg": "The moment capacity of the beam is less than the moment demand, {} kNm [Ref. Cl. 8.2.1.2, IS 800:2007]." - .format(round(self.plate.moment_demand/1000000, 2)), - "type": "error" - }) - self.logs.append({ - "msg": "The moment capacity of the plate is {} kNm." .format( - round(self.supported_section.cl_8_2_moment_capacity_member / 1000000, 2)), - "type": "warning" - }) - self.logs.append({ - "msg": "Increase the plate thickness or material grade.", - "type": "info" - }) - self.logs.append({ - "msg": "Arranging bolts in one line will reduce moment induced.", - "type": "info" - }) - - if self.plate.moment_capacity < self.plate.moment_demand: - self.design_status = False - logger.error("Plate moment capacity is less than the moment demand, {} kNm [cl. 8.2.1.2]" - .format(round(self.plate.moment_demand/1000000, 2))) - logger.warning(":Moment capacity of plate is {} kN-m" .format( - round(self.supported_section.moment_capacity / 1000000, 2))) - logger.info("Increase the plate thickness or material grade") - logger.info( - "Arranging bolts in one line will reduce moment induced") - - self.logs.append({ - "msg": "Plate moment capacity is less than the moment demand, {} kNm [cl. 8.2.1.2]" - .format(round(self.plate.moment_demand/1000000, 2)), - "type": "error" - }) - self.logs.append({ - "msg": "Moment capacity of plate is {} kN-m" .format( - round(self.supported_section.moment_capacity / 1000000, 2)), - "type": "warning" - }) - self.logs.append({ - "msg": "Increase the plate thickness or material grade", - "type": "info" - }) - self.logs.append({ - "msg": "Arranging bolts in one line will reduce moment induced", - "type": "info" - }) - if self.weld.strength < self.weld.stress: - # t_weld_req = self.weld.size * self.weld.stress / self.weld.strength - self.weld.design_status = False - logger.error( - ": The weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].") - logger.warning(": The weld stress is {} N/mm and the weld strength is {} N/mm.".format( - self.weld.stress, self.weld.strength)) - logger.info(": Increase length of the weld/fin plate.") - - self.logs.append({ - "msg": "The weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].", - "type": "error" - }) - self.logs.append({ - "msg": "The weld stress is {} N/mm and the weld strength is {} N/mm.".format( - self.weld.stress, self.weld.strength), - "type": "warning" - }) - self.logs.append({ - "msg": "Increase length of the weld/fin plate.", - "type": "info" - }) - - else: - if self.weld.size in (3, 4): - logger.info(": The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per " + - "cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take " + - "necessary detailing precautions at site accordingly.") - self.logs.append({ - "msg": "The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per " + - "cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take " + - "necessary detailing precautions at site accordingly.", - "type": "info" - }) - self.weld.design_status = True - - def section_shear_checks(self): - n_row = self.plate.bolts_one_line - n_col = self.plate.bolt_line - pitch = self.plate.gauge_provided - gauge = self.plate.pitch_provided - end = self.plate.edge_dist_provided - web_thick = self.supported_section.web_thickness - bolt_hole_dia = self.bolt.dia_hole - edge = self.plate.end_dist_provided - - A_vg = ((n_row - 1) * pitch + end) * web_thick - A_vn = ((n_row - 1) * pitch + end - (float(n_row) - 0.5) - * bolt_hole_dia) * web_thick - A_tg = ((n_col - 1) * gauge + edge) * web_thick - A_tn = ((n_col - 1) * gauge + edge - - (float(n_col) - 0.5) * bolt_hole_dia) * web_thick - - self.supported_section.block_shear_capacity_shear = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, - self.supported_section.fu, - self.supported_section.fy) - - A_vn = (self.supported_section.web_height - float(n_row) * - bolt_hole_dia) * self.supported_section.web_thickness - self.supported_section.shear_rupture_capacity = AISC.cl_j_4_2_b_shear_rupture( - A_vn, self.supported_section.fu) - - self.supported_section.shear_capacity = min(self.supported_section.block_shear_capacity_shear, - self.supported_section.shear_rupture_capacity, - self.supported_section.low_shear_capacity) - - if self.supported_section.shear_capacity < self.load.shear_force * 1000: - self.supported_section.design_status = False - logger.warning( - 'The shear capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) - self.logs.append({ - "msg": "The shear capacity of the section is guiding plate height, current height is {} mm.".format(self.plate.height), - "type": "warning" - }) - else: - self.supported_section.design_status = True - - self.supported_section.tension_rupture_capacity = IS800_2007.cl_6_3_1_tension_rupture_strength( - A_vn, self.supported_section.fu) - A_tg = ((n_row - 1) * pitch) * web_thick - A_tn = ((n_row - 1) * pitch - (float(n_row) - 1.0) - * bolt_hole_dia) * web_thick - A_vg = 2 * ((n_col - 1) * gauge + edge) * web_thick - A_vn = 2 * ((n_col - 1) * gauge + edge - - (float(n_col) - 0.5) * bolt_hole_dia) * web_thick - - self.supported_section.block_shear_capacity_axial = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, - A_vn, - A_tg, - A_tn, - self.supported_section.fu, - self.supported_section.fy) - - self.supported_section.tension_capacity = min(self.supported_section.tension_rupture_capacity, - self.supported_section.tension_yielding_capacity, - self.supported_section.block_shear_capacity_axial) - - if self.supported_section.tension_capacity < self.load.axial_force * 1000: - self.supported_section.design_status = False - logger.warning( - 'The tension capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) - - self.logs.append({ - "msg": 'The tension capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height), - "type": "warning" - }) - else: - self.supported_section.design_status = True - - self.supported_section.moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(self.supported_section.elast_sec_mod_z, - self.supported_section.plast_sec_mod_z, self.supported_section.fy, 'plastic') - - if self.supported_section.moment_capacity < self.plate.moment_demand: - logger.warning( - 'The moment capacity of the section is less than moment demand, choose a bigger section or increase the material strength of the ' - 'section.') - self.logs.append({ - "msg": 'The moment capacity of the section is less than moment demand, choose a bigger section or increase the material strength of the ', - "type": "warning" - }) - self.supported_section.design_status = False - else: - self.supported_section.design_status = True - - self.supported_section.IR = round(self.plate.moment_demand / self.supported_section.moment_capacity + ( - self.load.axial_force * 1000) / self.supported_section.tension_capacity, 2) - - if self.supported_section.IR > 1 or self.supported_section.moment_capacity < self.plate.moment_demand or\ - self.supported_section.tension_capacity < self.load.axial_force * 1000 or \ - self.supported_section.shear_capacity < self.load.shear_force * 1000: - logger.warning( - 'Axial - Moment interaction ratio of section is guiding plate height, current height is {} mm.' .format(self.plate.height)) - self.logs.append({ - "msg": 'Axial - Moment interaction ratio of section is guiding plate height, current height is {} mm.' .format(self.plate.height), - "type": "warning" - }) - self.supported_section.design_status = False - else: - self.supported_section.design_status = True - - def plate_shear_checks(self): - edge_dist_rem = self.plate.edge_dist_provided + self.plate.gap - n_row = self.plate.bolts_one_line - n_col = self.plate.bolt_line - pitch = self.plate.gauge_provided - gauge = self.plate.pitch_provided - end = self.plate.edge_dist_provided - p_th = self.plate.thickness_provided - bolt_hole_dia = self.bolt.dia_hole - edge = self.plate.end_dist_provided - plate_A_vg = ((n_row - 1) * pitch + end) * p_th - plate_A_vn = ((n_row - 1) * pitch + end - - (float(n_row) - 0.5) * bolt_hole_dia) * p_th - plate_A_tg = ((n_col - 1) * gauge + edge) * p_th - plate_A_tn = ((n_col - 1) * gauge + edge - - (float(n_col) - 0.5) * bolt_hole_dia) * p_th - - self.plate.block_shear_capacity_shear = IS800_2007.cl_6_4_1_block_shear_strength(plate_A_vg, plate_A_vn, plate_A_tg, plate_A_tn, self.plate.fu, - self.plate.fy) - - A_vg = self.plate.height * self.plate.thickness_provided - self.plate.shear_yielding_capacity = IS800_2007.cl_8_4_design_shear_strength( - A_vg, self.plate.fy) - self.plate.low_shear_capacity = 0.6 * self.plate.shear_yielding_capacity - A_vn = (self.plate.height - float(n_row) * bolt_hole_dia) * p_th - self.plate.shear_rupture_capacity = AISC.cl_j_4_2_b_shear_rupture( - A_vn, self.plate.fu) - - self.plate.shear_capacity = min(self.plate.block_shear_capacity_shear, self.plate.shear_rupture_capacity, - self.plate.low_shear_capacity) - - if self.plate.shear_capacity < self.load.shear_force*1000: - self.plate.design_status_capacity = False - logger.warning( - 'The shear capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) - self.logs.append({ - "msg": 'The shear capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height), - "type": "warning" - }) - else: - self.plate.design_status_capacity = True - A_g = self.plate.height * self.plate.thickness_provided - self.plate.tension_yielding_capacity = IS800_2007.cl_6_2_tension_yielding_strength( - A_g, self.plate.fy) - - A_n = (self.plate.height - self.plate.bolt_line * - self.bolt.dia_hole) * self.plate.thickness_provided - - self.plate.tension_rupture_capacity = IS800_2007.cl_6_3_1_tension_rupture_strength( - A_n, self.plate.fu) - plate_A_tg = ((n_row - 1) * pitch) * p_th - plate_A_tn = ((n_row - 1) * pitch - (float(n_row) - 1.0) - * bolt_hole_dia) * p_th - plate_A_vg = 2 * ((n_col - 1) * gauge + edge) * p_th - plate_A_vn = 2 * ((n_col - 1) * gauge + edge - - (float(n_col) - 0.5) * bolt_hole_dia) * p_th - - self.plate.block_shear_capacity_axial = IS800_2007.cl_6_4_1_block_shear_strength(plate_A_vg, plate_A_vn, - plate_A_tg, - plate_A_tn, self.plate.fu, - self.plate.fy) - self.plate.tension_capacity = min(self.plate.tension_rupture_capacity, self.plate.tension_yielding_capacity, - self.plate.block_shear_capacity_axial) - - if self.plate.tension_capacity < self.load.axial_force*1000: - self.plate.design_status_capacity = False - logger.warning( - 'The tension capacity of the plate is guiding the plate height, current height is {} mm.' .format(self.plate.height)) - self.logs.append({ - "msg": 'The tension capacity of the plate is guiding the plate height, current height is {} mm.' .format(self.plate.height), - "type": "warning" - }) - else: - self.plate.design_status_capacity = True - - Z_p = self.plate.height**2 * p_th / 4 - Z_e = self.plate.height**2 * p_th / 6 - self.plate.moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength( - Z_e, Z_p, self.plate.fy, 'plastic') - - if self.plate.moment_capacity < self.plate.moment_demand: - logger.warning( - 'The moment capacity of the plate is guiding plate height, current height is {} mm.'.format(self.plate.height)) - self.logs.append({ - "msg": 'The moment capacity of the plate is guiding plate height, current height is {} mm.'.format(self.plate.height), - "type": "warning" - }) - self.plate.design_status_capacity = False - else: - self.plate.design_status_capacity = True - - self.plate.IR = round(self.plate.moment_demand/self.plate.moment_capacity + ( - self.load.axial_force*1000)/self.plate.tension_capacity, 2) - if self.plate.IR > 1 or self.plate.shear_capacity < self.load.shear_force*1000 or self.plate.moment_capacity < self.plate.moment_demand: - logger.warning( - 'Moment-Axial interaction ratio of plate is guiding plate height, current height is {} mm.'.format(self.plate.height)) - self.logs.append({ - "msg": 'Moment-Axial interaction ratio of plate is guiding plate height, current height is {} mm.'.format(self.plate.height), - "type": "warning" - }) - self.plate.design_status_capacity = False - else: - self.plate.design_status_capacity = True - - def get_available_welds(self, connecting_members=[]): - - weld_size_max = math.ceil(min(connecting_members)) - weld_size_min = math.ceil(IS800_2007.cl_10_5_2_3_min_weld_size( - connecting_members[0], connecting_members[1])) - if 7 <= weld_size_max < max(ALL_WELD_SIZES) and weld_size_max % 2 != 0: - weld_size_max = round_up(weld_size_max, 2) - - if weld_size_max == weld_size_min: - logger.info("The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, " - "IS800:2007].") - self.logs.append({ - "msg": "The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, ", - "type": "info" - }) - logger.info( - "Thicker plate shall be adequately preheated to prevent cracking of the weld.") - self.logs.append({ - "msg": "Thicker plate shall be adequately preheated to prevent cracking of the weld.", - "type": "info" - }) - - available_welds = list( - [x for x in ALL_WELD_SIZES if (weld_size_min <= x <= weld_size_max)]) - return available_welds, weld_size_min, weld_size_max - - def design_weld(self, available_welds): - - self.weld.length = self.plate.height - force_l = self.load.shear_force * 1000 - force_w = self.load.axial_force*1000 - force_t = self.plate.moment_demand - - for self.weld.size in available_welds: - self.weld.eff_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( - fillet_size=self.weld.size, available_length=self.weld.length) - self.weld.throat_tk = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( - fillet_size=self.weld.size, fusion_face_angle=90) - Ip_weld = 2 * self.weld.eff_length ** 3 / 12 - y_max = self.weld.eff_length / 2 - x_max = 0 - self.weld.get_weld_strength(connecting_fu=[self.supporting_section.fu, self.plate.fu, self.weld.fu], - weld_fabrication=self.weld.fabrication, - t_weld=self.weld.size, weld_angle=90) - self.weld.get_weld_stress(weld_axial=force_w, weld_shear=force_l, weld_twist=force_t, Ip_weld=Ip_weld, - y_max=y_max, - x_max=x_max, l_weld=2 * self.weld.eff_length) - if self.weld.strength > self.weld.stress: - self.weld.design_status = True - break - - if self.weld.strength < self.weld.stress: - self.weld.design_status = False - logger.info('The weld stress is guiding plate dimensions, current length is {} mm, thickness is {} mm, and,' - ' weld size is {} mm.'.format(self.plate.height, self.plate.thickness_provided, self.weld.size)) - self.logs.append({ - "msg": 'The weld stress is guiding plate dimensions, current length is {} mm, thickness is {} mm, and,' - ' weld size is {} mm.'.format( - self.plate.height, self.plate.thickness_provided, self.weld.size), - "type": "info" - }) - - def get_design_status(self): - print("plate design status is ", self.plate.design_status, - "weld status is", self.weld.design_status) - if self.plate.design_status is True and self.weld.design_status is True: - self.design_status = True - logger.info("=== End Of Design ===") - self.logs.append({ - "msg": "=== End Of Design ===", - "type": "info" - }) - - ############################# - # End of Calculations - ############################# - - ###################################### - # Function to create design report (LateX/PDF) - ###################################### - def save_design(self, popup_summary): - super(FinPlateConnection, self).save_design() - # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") - - self.report_check = [] - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - - t1 = ('SubSection', 'Initial Section Check', - '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - a = self.supported_section - h = a.web_height - t = a.web_thickness - t1 = (KEY_DISP_SHEAR_YLD, self.load.shear_force, - cl_8_4_shear_yielding_capacity_member( - h, t, a.fy, gamma_m0, round(a.shear_yielding_capacity / 1000, 2)), - get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity/1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, - allow_shear_capacity( - round(a.shear_yielding_capacity/1000, 2), round(a.low_shear_capacity/1000, 2)), - get_pass_fail(self.load.shear_force, round(a.low_shear_capacity/1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_YIELDCAPACITY, self.load.axial_force, - cl_6_2_tension_yield_capacity_member( - h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity / 1000, 2)), - get_pass_fail(self.load.axial_force, round(a.tension_yielding_capacity/1000, 2), relation="lesser")) - self.report_check.append(t1) - - if not self.thickness_possible and self.supported_section.design_status_initial is True: - t1 = ('SubSection', 'Minimum Plate Thickness Check', - '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), - self.plate.thickness_provided, - get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, - relation="lesser")) - self.report_check.append(t1) - - elif self.supported_section.design_status_initial is True: - - t1 = ('SubSection', 'Load Consideration', - '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - min_shear_load = min( - 40, round(0.15 * self.supported_section.shear_yielding_capacity / 0.6, 2)) - applied_shear_force = max(self.load.shear_force, min_shear_load) - - t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, - self.load.axial_force, self.load.axial_force, "") - self.report_check.append(t1) - - t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, - prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, - app_shear_load=applied_shear_force, - shear_capacity_1=round(self.supported_section.shear_yielding_capacity/1000, 2)), "") - self.report_check.append(t1) - - connecting_plates = [self.plate.thickness_provided, - self.supported_section.web_thickness] - bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) - bolt_force_kn = round(self.plate.bolt_force/1000, 2) - bolt_capacity_red_kn = round(self.plate.bolt_capacity_red/1000, 2) - - t1 = ('SubSection', 'Bolt Design', - '|p{3.5cm}|p{5.3cm}|p{6.7cm}|p{1.5cm}|') - self.report_check.append(t1) - t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_GRD, '', self.bolt.bolt_grade_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_PLTHICK, min_plate_thk_req(self.supported_section.web_thickness), - self.plate.thickness_provided, - get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, relation="lesser")) - self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, '', self.plate.bolt_line, - get_pass_fail(2, self.plate.bolt_line, relation='geq')) - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', self.plate.bolts_one_line, '') - self.report_check.append(t7) - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.plate.gauge_provided, get_pass_fail(self.bolt.min_pitch, self.plate.gauge_provided, relation='leq')) - self.report_check.append(t1) - if self.plate.design_status is True: - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates), - self.plate.gauge_provided, get_pass_fail(self.bolt.max_spacing, self.plate.gauge_provided, relation='geq')) - self.report_check.append(t1) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.plate.pitch_provided, get_pass_fail(self.bolt.min_gauge, self.plate.pitch_provided, relation="leq")) - self.report_check.append(t2) - t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(connecting_plates), - self.plate.pitch_provided, get_pass_fail(self.bolt.max_spacing, self.plate.pitch_provided, relation="geq")) - self.report_check.append(t2) - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(d_0=self.bolt.dia_hole, - edge_type=self.bolt.edge_type, parameter='end_dist'), - self.plate.edge_dist_provided, get_pass_fail(self.bolt.min_end_dist, self.plate.edge_dist_provided, relation='leq')) - self.report_check.append(t3) - if self.plate.design_status is True: - t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences, - parameter='end_dist'), - self.plate.edge_dist_provided, get_pass_fail(self.bolt.max_end_dist, self.plate.edge_dist_provided, relation='geq')) - self.report_check.append(t4) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(d_0=self.bolt.dia_hole, - edge_type=self.bolt.edge_type, parameter='edge_dist'), - self.plate.end_dist_provided, get_pass_fail(self.bolt.min_edge_dist, self.plate.end_dist_provided, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences, - parameter='edge_dist'), - self.plate.end_dist_provided, get_pass_fail(self.bolt.max_edge_dist, self.plate.end_dist_provided, relation="geq")) - self.report_check.append(t4) - if self.plate.design_status is False: - t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.notch_ht, - self.max_plate_height), self.plate.height, - get_pass_fail(self.max_plate_height, self.plate.height, relation="greater")) - self.report_check.append(t1) - - else: - t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( - shear_load=round(self.load.shear_force, 2), - web_moment=0.0, ecc=self.plate.ecc, - moment_demand=round(self.plate.moment_demand / 1000000, 2)), '') - - self.report_check.append(t10) - - t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.plate.bolts_one_line, gauge=self.plate.gauge_provided, - ymax=round( - self.plate.ymax, 2), - xmax=round( - self.plate.xmax, 2), - bolt_line=self.plate.bolt_line, - pitch=self.plate.pitch_provided, - length_avail=self.plate.length_avail, conn='fin'), '', '') - self.report_check.append(t10) - - t10 = (KEY_OUT_DISP_BOLT_FORCE, Vres_bolts(bolts_one_line=self.plate.bolts_one_line, - ymax=round( - self.plate.ymax, 2), - xmax=round( - self.plate.xmax, 2), - bolt_line=self.plate.bolt_line, - shear_load=round( - self.load.shear_force, 2), - axial_load=round( - self.load.axial_force, 2), - moment_demand=round( - self.plate.moment_demand / 1000000, 2), - r=round( - self.plate.sigma_r_sq / 1000, 2), - vbv=round( - self.plate.vbv / 1000, 2), - tmv=round( - self.plate.tmv / 1000, 2), - tmh=round( - self.plate.tmh / 1000, 2), - abh=round( - self.plate.abh / 1000, 2), - vres=round(self.plate.bolt_force / 1000, 2)), '', '') - self.report_check.append(t10) - if self.bolt.bolt_type == TYP_BEARING: - bolt_shear_capacity_kn = round( - self.bolt.bolt_shear_capacity / 1000, 2) - bolt_bearing_capacity_kn = round( - self.bolt.bolt_bearing_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, - self.bolt.gamma_mb, bolt_shear_capacity_kn), '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.plate.edge_dist_provided, self.plate.gauge_provided, self.bolt.dia_hole, - self.bolt.bolt_fu, self.bolt.fu_considered), '') - self.report_check.append(t8) - t2 = (KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(self.bolt.kb, self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, - bolt_bearing_capacity_kn), '') - self.report_check.append(t2) - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, '', - cl_10_3_2_bolt_capacity( - bolt_shear_capacity_kn, bolt_bearing_capacity_kn, bolt_capacity_kn), - '') - self.report_check.append(t3) - else: - kh_disp = round(self.bolt.kh, 2) - t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', - cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub=self.bolt.bolt_fu, - Anb=self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, - capacity=bolt_capacity_kn), '') - self.report_check.append(t4) - - t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), - cl_10_3_3_1_long_joint_bolted_prov(self.plate.bolt_line, self.plate.bolts_one_line, - self.plate.pitch_provided, self.plate.gauge_provided, - self.bolt.bolt_diameter_provided, bolt_capacity_kn, bolt_capacity_red_kn, 'n_r'), "") - self.report_check.append(t10) - - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, bolt_force_kn, bolt_capacity_red_kn, - get_pass_fail(bolt_force_kn, bolt_capacity_red_kn, relation="lesser")) - self.report_check.append(t5) - - t1 = ('SubSection', 'Plate Design', - '|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_PLATE_HEIGHT, min_plate_ht_req(self.supported_section.depth, self.supported_section.root_radius, - self.supported_section.flange_thickness, self.min_plate_height), self.plate.height, - get_pass_fail(self.min_plate_height, self.plate.height, relation="leq")) - self.report_check.append(t1) - - t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, - self.supported_section.flange_thickness, - self.supported_section.root_radius, self.supported_section.notch_ht, - self.max_plate_height), self.plate.height, - get_pass_fail(self.max_plate_height, self.plate.height, relation="greater")) - self.report_check.append(t1) - - min_plate_length = self.plate.gap + 2*self.bolt.min_end_dist + \ - (self.plate.bolt_line-1)*self.bolt.min_pitch - t1 = (DISP_MIN_PLATE_WIDTH, min_plate_length_req(self.bolt.min_pitch, self.bolt.min_end_dist, - self.plate.bolt_line, min_plate_length), self.plate.length, - get_pass_fail(min_plate_length, self.plate.length, relation="lesser")) - self.report_check.append(t1) - t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), self.plate.thickness_provided, - get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, relation="lesser")) - self.report_check.append(t1) - - ####################### - # Plate and Section Capacities - ####################### - self.plate.plast_sec_mod_z = self.plate.height ** 2 * \ - self.plate.thickness_provided / 4 - for a in [self.plate, self.supported_section]: - - if a == self.plate: - h = a.height - t = a.thickness_provided - else: - t1 = ('SubSection', 'Section Design', - '|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') - self.report_check.append(t1) - h = a.web_height - t = a.web_thickness - - t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, - round(a.shear_yielding_capacity / 1000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), - allow_shear_capacity( - round(a.shear_yielding_capacity/1000, 2), round(a.low_shear_capacity/1000, 2)), - get_pass_fail(self.load.shear_force, round(a.low_shear_capacity/1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_SHEAR_RUP, '', AISC_J4_shear_rupture_capacity_member(h, t, self.plate.bolts_one_line, self.bolt.dia_hole, - a.fu, round(a.shear_rupture_capacity / 1000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', cl_6_4_blockshear_capacity_member( - Tdb=round(a.block_shear_capacity_shear / 1000, 2), stress='shear'), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, - cl_8_4_shear_capacity_member(round(a.low_shear_capacity / 1000, 2), - round( - a.shear_rupture_capacity / 1000, 2), - round(a.block_shear_capacity_shear / 1000, 2)), - get_pass_fail(self.load.shear_force, round(a.shear_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_YIELDCAPACITY, '', - cl_6_2_tension_yield_capacity_member(h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity / 1000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_RUPTURECAPACITY, '', - cl_6_3_1_tension_rupture_plate(h, t, self.plate.bolts_one_line, self.bolt.dia_hole, - a.fu, gamma_m1, round(a.tension_rupture_capacity / 1000, 2)), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_PLATE_BLK_SHEAR_TENSION, '', cl_6_4_blockshear_capacity_member( - Tdb=round(a.block_shear_capacity_axial / 1000, 2), stress='axial'), '') - self.report_check.append(t1) - - t1 = (KEY_DISP_TENSION_CAPACITY, self.load.axial_force, - cl_6_1_tension_capacity_member(round(a.tension_yielding_capacity / 1000, 2), - round( - a.tension_rupture_capacity / 1000, 2), - round(a.block_shear_capacity_axial / 1000, 2)), - get_pass_fail(self.load.axial_force, round(a.tension_capacity / 1000, 2), relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, round(self.plate.moment_demand / 1000000, 2), - cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(a.plast_sec_mod_z, 2), - f_y=a.fy, - gamma_m0=gamma_m0, - Pmc=round(a.moment_capacity/1000000, 2)), - get_pass_fail(self.plate.moment_demand, a.moment_capacity, relation="lesser")) - self.report_check.append(t1) - - t1 = (KEY_DISP_IR, required_IR_or_utilisation_ratio(IR=1), - cl_9_3_combined_moment_axial_IR_section(round(self.plate.moment_demand / 1000000, 2), - round( - a.moment_capacity / 1000000, 2), - self.load.axial_force, round(a.tension_capacity / 1000, 2), a.IR), - get_pass_fail(1, a.IR, relation="greater")) - self.report_check.append(t1) - - ################## - # Weld Checks - ################## - - t1 = ('SubSection', 'Weld Design', - '|p{3.5cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - t1 = (DISP_MIN_WELD_SIZE, cl_10_5_2_3_min_fillet_weld_size_required(self.weld_connecting_plates, self.weld_size_min), self.weld.size, - get_pass_fail(self.weld_size_min, self.weld.size, relation="leq")) - self.report_check.append(t1) - t1 = (DISP_MAX_WELD_SIZE, cl_10_5_3_1_max_weld_size(self.weld_connecting_plates, self.weld_size_max), self.weld.size, - get_pass_fail(self.weld_size_max, self.weld.size, relation="geq")) - self.report_check.append(t1) - Ip_weld = round(2 * self.weld.eff_length ** 3 / 12, 2) - weld_conn_plates_fu = [ - self.supporting_section.fu, self.plate.fu] - gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.weld.fabrication] - if Ip_weld != 0.0: - t1 = (DISP_WELD_STRENGTH, weld_strength_req(V=self.load.shear_force*1000, A=self.load.axial_force*1000, - M=self.plate.moment_demand, Ip_w=Ip_weld, - y_max=self.weld.eff_length/2, x_max=0.0, l_w=2*self.weld.eff_length, - R_w=self.weld.stress), - cl_10_5_7_1_1_weld_strength( - weld_conn_plates_fu, gamma_mw, self.weld.throat_tk, self.weld.strength), - get_pass_fail(self.weld.stress, self.weld.strength, relation="lesser")) - self.report_check.append(t1) - - Disp_2d_image = [] - Disp_3D_image = "/ResourceFiles/images/3d.png" - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - fname_no_ext = popup_summary['filename'] - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, - Disp_3D_image, module=self.module) - - return True - - ###################################### - # Function for individual component calls in 3D view - ###################################### - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('Fin Plate', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Fin Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Plate", bgcolor) - - def __call__(self): - return self diff --git a/design_type/connection/seated_angle_connection.py b/design_type/connection/seated_angle_connection.py deleted file mode 100644 index 06ee15908..000000000 --- a/design_type/connection/seated_angle_connection.py +++ /dev/null @@ -1,1876 +0,0 @@ -""" -Started on 21st April, 2020. -@author: Sourabh Das -Module: Seated angle connection -Reference: - 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) - 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) - 3) Fundamentals of Structural steel design by M.L Gambhir - 4) AISC Design Examples V14 -ASCII diagram - +-+-------------+-+ +-------------------------+ - | | | | |-------------------------| - | | | | | | - | | | | | | - | | | | | | - | | | | | | - | | | | |-------------------------| - | | | | +-------------------------+ - | | | |+-----------+ - | | | || +---------+ - | | | || | - | | +---|-||-|---+ - | | +---|-||-|---+ - | | | || | - | | +---|-||-|---+ - | | +---|-||-|---+ - | | | ||_| - | | | | - | | | | - +-+-------------+-+ -""" - -from design_type.connection.shear_connection import ShearConnection -from utils.common.component import * -from utils.common.material import * -from utils.common.component import Bolt, Plate, Weld -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * -from Common import * -from utils.common.load import Load -import logging - - -class SeatedAngleConnection(ShearConnection): - - def __init__(self): - - super(SeatedAngleConnection, self).__init__() - self.design_status = False - self.key = [] - self.logs = [] - - ############################################### - # Design Preference Functions Start - ############################################### - def tab_list(self): - """ - :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the - order they are appended. Format of the Tuple is: - [Tab Title, Type of Tab, function for tab content) - Tab Title : Text which is displayed as Title of Tab, - Type of Tab: There are Three types of tab layouts. - Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" - TYPE_TAB_2: This contains a Text box for side note. - TYPE_TAB_3: This is plain layout - function for tab content: All the values like labels, input widgets can be passed as list of tuples, - which will be displayed in chosen tab layout - """ - - tabs = [] - - t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) - tabs.append(t1) - - t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) - tabs.append(t1) - - t6 = (KEY_DISP_SEATED_ANGLE, TYPE_TAB_1, self.tab_angle_section) - tabs.append(t6) - - t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t2) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - change_tab = [] - - t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], - TYPE_TEXTBOX, self.get_fu_fy_I_section_suptng) - change_tab.append(t1) - - t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], - TYPE_TEXTBOX, self.get_fu_fy_I_section_suptd) - change_tab.append(t2) - - t5 = (KEY_DISP_SEATED_ANGLE, ['Label_1', 'Label_2', 'Label_3'], - ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', - 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', - KEY_IMAGE], - TYPE_TEXTBOX, self.get_Angle_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], - [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', - 'Label_5', 'Label_7', - 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', - 'Label_17', - 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24', KEY_IMAGE], - TYPE_TEXTBOX, - self.get_new_angle_section_properties) - change_tab.append(t6) - - # t5 = (KEY_DISP_SEATED_ANGLE, ['Label_1', 'Label_2','Label_3'], - # ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', - # 'Label_15', - # 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22'], - # TYPE_TEXTBOX, self.get_Angle_sec_properties) - # change_tab.append(t5) - # - # t6 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], - # [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', - # 'Label_7', - # 'Label_8', 'Label_9', - # 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', - # 'Label_18', - # 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24'], TYPE_TEXTBOX, - # self.get_new_angle_section_properties) - # change_tab.append(t6) - - t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t4) - - t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], - ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) - change_tab.append(t5) - - t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t7) - - t8 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t8) - - return change_tab - - def input_dictionary_design_pref(self): - design_input = [] - t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) - design_input.append(t1) - - # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) - # design_input.append(t1) - - t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) - design_input.append(t2) - - # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) - # design_input.append(t2) - t2 = (KEY_DISP_SEATED_ANGLE, TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - design_input.append(t5) - - t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - return design_input - - def input_dictionary_without_design_pref(self): - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - """ - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - - add_buttons = [] - - t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_1, "Columns") - add_buttons.append(t1) - - t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_2, "Beams") - add_buttons.append(t1) - - t2 = (KEY_DISP_BEAMSEC, KEY_SUPTDSEC, TYPE_COMBOBOX, KEY_SUPTDSEC, None, None, "Beams") - add_buttons.append(t2) - - t2 = (KEY_DISP_SEATED_ANGLE, KEY_ANGLE_LIST, TYPE_COMBOBOX_CUSTOMIZED, KEY_ANGLE_SELECTED, None, None, "Angles") - add_buttons.append(t2) - - return add_buttons - #################################### - # Design Preference Functions End - #################################### - - def set_osdaglogger(self,key): - - """ - Function to set Logger for End Plate Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - # handler.setLevel(logging.INFO) - # formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - # handler.setFormatter(formatter) - # logger.addHandler(handler) - if key is not None: - handler = OurLog(key) - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_SEATED_ANGLE - - def input_values(self): - self.module = KEY_DISP_SEATED_ANGLE - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_SEATED_ANGLE, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN_1, True, 'No Validator') - options_list.append(t2) - - t3 = (KEY_IMAGE, None, TYPE_IMAGE, './ResourceFiles/images/fin_cf_bw.png', True, 'No Validator') - options_list.append(t3) - - t4 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUES_COLSEC, True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUES_BEAMSEC, True, 'No Validator') - options_list.append(t5) - - t6 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t6) - - t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t7) - - t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t10) - - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') - options_list.append(t11) - - t12 = (KEY_GRD, KEY_DISP_PC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t12) - - t13 = (None,DISP_TITLE_ANGLE, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t13) - - t14 = (KEY_ANGLE_LIST, KEY_DISP_SEATEDANGLE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t14) - - t15 = (KEY_TOPANGLE, KEY_DISP_TOPANGLE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') - options_list.append(t15) - - return options_list - - @staticmethod - def seated_angle_customized(): - sa = VALUES_CLEAT_CUSTOMIZED - return sa - - @staticmethod - def top_angle_customized(): - ta = VALUES_CLEAT_CUSTOMIZED - return ta - - @staticmethod - def grdval_customized(): - b = VALUES_GRD_CUSTOMIZED - return b - - @staticmethod - def diam_bolt_customized(): - c = connectdb1() - return c - - def customized_input(self): - - list1 = [] - t1 = (KEY_GRD, self.grdval_customized) - list1.append(t1) - t2 = (KEY_ANGLE_LIST, self.seated_angle_customized) - list1.append(t2) - t3 = (KEY_TOPANGLE, self.top_angle_customized) - list1.append(t3) - t4 = (KEY_D, self.diam_bolt_customized) - list1.append(t4) - return list1 - - def fn_conn_suptngsec_lbl(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return KEY_DISP_COLSEC - # elif self in VALUES_CONN_2: - # return KEY_DISP_PRIBM - else: - return '' - - def fn_conn_suptdsec_lbl(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return KEY_DISP_BEAMSEC - # elif self in VALUES_CONN_2: - # return KEY_DISP_SECBM - else: - return '' - - def fn_conn_suptngsec(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return VALUES_COLSEC - # elif self in VALUES_CONN_2: - # return VALUES_PRIBM - else: - return [] - - def fn_conn_suptdsec(self): - - conn = self[0] - if conn in VALUES_CONN_1: - return VALUES_BEAMSEC - # elif self in VALUES_CONN_2: - # return VALUES_SECBM - else: - return [] - - def fn_conn_image(self): - - conn = self[0] - if conn == VALUES_CONN[0]: - return './ResourceFiles/images/fin_cf_bw.png' - elif conn == VALUES_CONN[1]: - return './ResourceFiles/images/fin_cw_bw.png' - # elif self in VALUES_CONN_2: - # return './ResourceFiles/images/fin_beam_beam.png' - else: - return '' - - def input_value_changed(self): - - lst = [] - - t1 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_LABEL, self.fn_conn_suptngsec_lbl) - lst.append(t1) - - t2 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_COMBOBOX,self.fn_conn_suptngsec) - lst.append(t2) - - t3 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_LABEL, self.fn_conn_suptdsec_lbl) - lst.append(t3) - - t4 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_COMBOBOX, self.fn_conn_suptdsec) - lst.append(t4) - - t5 = ([KEY_CONN], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) - lst.append(t5) - - t6 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) - lst.append(t6) - - return lst - - def output_values(self, flag): - """ - Function to return a list of tuples to be displayed as the UI.(Output Dock) - """ - - # @author: Umair - # print(flag) - - out_list = [] - """""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Bolt Properties: Start """ - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_diameter_provided if flag else '', True) - out_list.append(t2) - - t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_PC_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_PC_provided if flag else '', True) - out_list.append(t3) - - t3_1 = (KEY_OUT_TOT_NO_BOLTS, KEY_OUT_DISP_TOT_NO_BOLTS, TYPE_TEXTBOX, self.bolt.bolts_required if flag else '', True) - out_list.append(t3_1) - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, self.bolt.bolt_shear_capacity_disp if flag else '', True) - out_list.append(t4) - - t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, self.bolt.bolt_bearing_capacity_disp if flag else '', True) - out_list.append(t5) - - t6 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, self.beta_lg if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) - out_list.append(t6) - - t7 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt.bolt_capacity_reduced_disp if flag else '', True) - out_list.append(t7) - - t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, round(self.bolt.bolt_force, 2) if flag else '', True) - out_list.append(t21) - - """ Bolt Properties: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Seated Angle Properties: Start """ - - t13 = (None, KEY_DISP_SEATED_ANGLE, TYPE_TITLE, None, True) - out_list.append(t13) - - t13_1 = (KEY_OUT_SEATED_ANGLE_DESIGNATION, KEY_OUT_DISP_ANGLE_DESIGNATION, TYPE_TEXTBOX, self.seated_angle.designation if flag else '', True) - out_list.append(t13_1) - # - # t14 = (KEY_OUT_SEATED_ANGLE_THICKNESS, KEY_OUT_DISP_SEATED_ANGLE_THICKNESS, TYPE_TEXTBOX, self.plate.thickness_provided if flag else '', True) - # out_list.append(t14) - # - # t15 = (KEY_OUT_SEATED_ANGLE_LEGLENGTH, KEY_OUT_DISP_SEATED_ANGLE_LEGLENGTH, TYPE_TEXTBOX, self.seated_angle.leg_a_length if flag else '', True) - # out_list.append(t15) - - t16 = (KEY_OUT_SEATED_ANGLE_WIDTH, KEY_OUT_DISP_ANGLE_WIDTH, TYPE_TEXTBOX, self.seated_angle.width if flag else '', True) - out_list.append(t16) - - t22 = (KEY_OUT_PLATE_CAPACITIES, KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, ['Capacity Details', self.capacities], True) - out_list.append(t22) - - t22_1 = (KEY_OUT_SEATED_ANGLE_BOLT_COL, KEY_OUT_DISP_SEATED_ANGLE_BOLT_COL, TYPE_OUT_BUTTON, ['On Column', self.seated_spacing_col], True) - out_list.append(t22_1) - - t22_2 = (KEY_OUT_SEATED_ANGLE_BOLT_BEAM, KEY_OUT_DISP_SEATED_ANGLE_BOLT_BEAM, TYPE_OUT_BUTTON, ['On Beam', self.spacing], True) - out_list.append(t22_2) - - """ Seated Angle Properties: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""" - """ Top Angle Properties: Start """ - - t24 = (None, KEY_DISP_TOP_ANGLE, TYPE_TITLE, None, True) - out_list.append(t24) - - t25 = (KEY_OUT_TOP_ANGLE_DESIGNATION, KEY_OUT_DISP_ANGLE_DESIGNATION, TYPE_TEXTBOX, self.top_angle.designation if flag else '', True) - out_list.append(t25) - - t25_1 = (KEY_OUT_TOP_ANGLE_WIDTH, KEY_OUT_DISP_ANGLE_WIDTH, TYPE_TEXTBOX, self.top_angle.width if flag else '', True) - out_list.append(t25_1) - - t26 = (KEY_OUT_TOP_ANGLE_BOLT_COL, KEY_OUT_DISP_TOP_ANGLE_BOLT_COL, TYPE_OUT_BUTTON, ['on Column', self.top_spacing_col], True) - out_list.append(t26) - - t27 = (KEY_OUT_TOP_ANGLE_BOLT_BEAM, KEY_OUT_DISP_TOP_ANGLE_BOLT_BEAM, TYPE_OUT_BUTTON, ['on Beam', self.top_spacing_beam], True) - out_list.append(t27) - - """ Top Angle Properties: End """ - """""""""""""""""""""""""""""""""""""""""""""""""""""" - - return out_list - - def top_spacing_col(self, flag): - - top_spacing_col = [] - - t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') - top_spacing_col.append(t9) - - t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') - top_spacing_col.append(t9_1) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.top_angle_end if flag else '') - top_spacing_col.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.top_angle_gauge_column if flag else '') - top_spacing_col.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.top_angle_edge_column if flag else '') - top_spacing_col.append(t12) - - return top_spacing_col - - def top_spacing_beam(self, flag): - - top_spacing_beam = [] - - - t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') - top_spacing_beam.append(t9) - - t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') - top_spacing_beam.append(t9_1) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.top_angle_end if flag else '') - top_spacing_beam.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.top_angle_gauge_beam if flag else '') - top_spacing_beam.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.top_angle_edge_beam if flag else '') - top_spacing_beam.append(t12) - - return top_spacing_beam - - def seated_spacing_col(self, flag): - - seated_spacing_col = [] - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") - seated_spacing_col.append(t00) - if self.connectivity==VALUES_CONN_1[0]: - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/seated_column_cfbw.png', 400, 277, ""]) # [image, width, height, caption] - seated_spacing_col.append(t99) - else: - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/seated_column.png', 400, 277, ""]) # [image, width, height, caption] - seated_spacing_col.append(t99) - - t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_row if flag else '') - seated_spacing_col.append(t9) - - t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_col if flag else '') - seated_spacing_col.append(t9_1) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_end_column if flag else '') - seated_spacing_col.append(t10) - - if self.bolt.bolt_row > 1: - t10_1 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.bolt.min_pitch_round if flag else '') - seated_spacing_col.append(t10_1) - - if self.bolt.bolt_col > 2 and self.connectivity == VALUES_CONN_1[0]: - t11 = (KEY_OUT_GAUGE_CENTRAL, KEY_OUT_DISP_GAUGE_CENTRAL, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_column if flag else '') - seated_spacing_col.append(t11) - - t11_1 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.min_gauge_round if flag else '') - seated_spacing_col.append(t11_1) - else: - t11 = (KEY_OUT_GAUGE_CENTRAL, KEY_OUT_DISP_GAUGE_CENTRAL, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_column if flag else '') - seated_spacing_col.append(t11) - t11_1 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, 0.0 if flag else '') - seated_spacing_col.append(t11_1) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_edge_column if flag else '') - seated_spacing_col.append(t12) - - return seated_spacing_col - - def spacing(self, flag): - - spacing = [] - - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") - spacing.append(t00) - - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/seated_beam.png', 400, 277, ""]) # [image, width, height, caption] - spacing.append(t99) - - t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') - spacing.append(t9) - - t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') - spacing.append(t9_1) - - t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_end_beam if flag else '') - spacing.append(t10) - - t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_beam if flag else '') - spacing.append(t11) - - t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_edge_beam if flag else '') - spacing.append(t12) - - return spacing - - def capacities(self, flag): - - capacities = [] - - t18 = (KEY_OUT_PLATE_SHEAR_DEMAND, KEY_OUT_DISP_PLATE_SHEAR_DEMAND, TYPE_TEXTBOX, self.load.shear_force if flag else '') - capacities.append(t18) - - t17 = (KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, self.plate.shear_capacity if flag else '') - capacities.append(t17) - - t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, self.plate.moment_demand if flag else '') - capacities.append(t19) - - t20 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, self.plate.moment_capacity if flag else '') - capacities.append(t20) - - return capacities - - def set_input_values(self, design_dictionary): - # super(SeatedAngleConnection,self).set_input_values(self, design_dictionary) - super(SeatedAngleConnection, self).set_input_values(design_dictionary) - self.seated_angle = Angle(designation= design_dictionary[KEY_ANGLE_LIST][0], material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) - self.top_angle = Angle(designation= design_dictionary[KEY_ANGLE_LIST][0], material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) - self.module = design_dictionary[KEY_MODULE] - self.seated_list = design_dictionary[KEY_ANGLE_LIST] - self.topangle_list = design_dictionary[KEY_TOPANGLE] - self.seated_list_initial = design_dictionary[KEY_ANGLE_LIST] - self.topangle_list_initial = design_dictionary[KEY_TOPANGLE] - self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), - material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) - self.material_grade = design_dictionary[KEY_MATERIAL] - self.material_grade_connector = design_dictionary[KEY_CONNECTOR_MATERIAL] - # self.weld = Weld(material_grade=design_dictionary[KEY_MATERIAL], material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) - # self.weld = Weld(size=10, length= 100, material_grade=design_dictionary[KEY_MATERIAL]) - # print("input values are set. Doing preliminary member checks") - # self.warn_text(self) - self.member_capacity() - - def warn_text(self): - - """ - Function to give logger warning when any old value is selected from Column and Beams table. - """ - - # @author Arsil Zunzunia - # global logger - red_list = red_list_function() - if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: - logger.warning(" : You are using a section (in red color) that is not available in latest version of IS 808") - self.logs.append({"msg":"You are using a section (in red color) that is not available in latest version of IS 808"}) - # logger.info(" : You are using a section (in red color) that is not available in latest version of IS 808") - #################################### - # UI Items Ends here - #################################### - - def member_capacity(self): - super(SeatedAngleConnection, self).member_capacity() - - if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ - self.supporting_section.tension_yielding_capacity / 1000 > self.load.shear_force: - - if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0): - logger.warning(" : The value of factored shear force is less than the minimum recommended value. " - "Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser" - "[Ref. IS 800:2007, Cl.10.7].") - self.logs.append({"msg":"The value of factored shear force is less than the minimum recommended value. Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser [Ref. IS 800:2007, Cl.10.7]."}) - self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), - 40.0) - - print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") - self.select_angle_thickness() - - else: - self.design_status = False - if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: - logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " - "than the factored shear force. Please select a larger section or decrease load." - .format(round(self.supported_section.shear_yielding_capacity / 1000, 2))) - self.logs.append({ - "msg": "The shear yielding capacity of the supported section, ({} kN) is less than the factored shear force. " - "Please select a larger section or decrease load.".format( - round(self.supported_section.shear_yielding_capacity / 1000, 2) - ) - }) - if self.supporting_section.tension_yielding_capacity / 1000 < self.load.shear_force: - logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " - "than the factored axial force. Please select a larger section or decrease load." - .format(round(self.supported_section.tension_yielding_capacity / 1000, 2))) - self.logs.append({"mgs":" : The tension yielding capacity of the supported section, ({} kN) is less than the factored axial force. Please select a larger section or decrease load."}) - print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.".format(round(self.supported_section.tension_yielding_capacity / 1000, 2))) - - def select_angle_thickness(self): - self.plate.thickness = [] - self.bolt_dia_possible = [] - self.failed_output = [] - self.leg_size_checked = False - self.bolt.plate_thk_status = True - self.seated_angle.width = self.supported_section.flange_width + 20.0 - - for designation in self.seated_list: - # print(self.seated_list) - # print(designation) - self.seated = Angle(designation=designation, material_grade=self.material_grade) - self.check_capacity(self.seated) - self.seated_angle.leg_a_length_min = self.b1 + self.plate.gap - - if self.plate.moment_capacity > self.plate.moment_demand and \ - self.plate.shear_capacity > self.load.shear_force and \ - self.seated.leg_a_length > self.seated_angle.leg_a_length_min: - if self.seated.thickness not in self.plate.thickness: - self.plate.thickness.append(self.seated.thickness) - # print("added", designation, self. plate.thickness) - else: - self.seated_list = [x for x in self.seated_list if x != designation] - row = [self.seated.designation, # 0-Seated Angle designation - self.seated.thickness, # 1-Seated Angle Thickness - self.seated.leg_a_length, # 2-Seated angle leg size - self.seated_angle.width, # 3-Length of the seated angle - ] - self.failed_output.append(row) - # print("popped", designation) - - if self.plate.thickness: - # logger.info("The required seated angle thickness is available. Fetching angle leg size.") - self.get_bolt_details() - else: - self.design_status = False - - self.failed_output.sort(key=lambda x: (-x[1],x[2])) - print(self.failed_output) - # self.failed_output.reverse() - # print(self.failed_output) - # self.failed_output.sort(key=lambda x: (x[2])) - # print(self.failed_output) - - # self.output.sort(key=lambda x: (x[4], x[3], x[5])) - self.seated_angle = Angle(designation=self.failed_output[0][0], material_grade=self.material_grade) - # self.seated_angle.designation = self.failed_output[0][0] - # self.plate.thickness_provided = self.failed_output[0][1] - # self.seated_angle.leg_a_length = self.failed_output[0][2] - self.seated_angle.width = self.failed_output[0][3] - - logger.error("Increase seated angle thickness and/or leg length.") - self.logs.append({"msg":"Increase seated angle thickness and/or leg length."}) - - def check_capacity(self, seated): - self.b1 = IS800_2007.cl_8_7_1_3_stiff_bearing_length(self.load.shear_force, - self.supported_section.web_thickness, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.fy) - # Distance from the end of bearing on seated angle horizontal leg to root angle OR A TO B in Fig 5.31 in Prof N. Subramanian's book - self.b2 = max(self.b1 + self.plate.gap - seated.thickness - seated.root_radius, 0.0) - - if self.b2 == 0.0: - self.plate.moment_demand = 0.0 - elif self.b2 <= self.b1: - self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 / self.b1) * (self.b2 / 2) / 1E3,3) - else: - self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 - self.b1 / 2) / 1E3, 3) - - Z_p = (self.supported_section.flange_width+20) * seated.thickness ** 2 / 4 - Z_e = (self.supported_section.flange_width+20) * seated.thickness ** 2 / 6 - self.plate.moment_capacity = round(float(IS800_2007.cl_8_2_1_2_design_moment_strength(Z_e, Z_p, seated.fy, 'plastic'))/ 1E6, 3) - - area = self.seated_angle.width * seated.thickness - self.plate.shear_capacity = round(float(IS800_2007.cl_8_4_design_shear_strength(area, seated.fy)) / 1E3, 3) - - # return moment_at_root_angle, plate_moment_capacity, self.plate.shear_capacity, b1 - - def get_bolt_details(self): - # print(self.design_status) - output = [] - plate_fail_output = [] - bolt_fail_output = [] - trial = 0 - [min_bolts_one_line, n] = self.get_seated_width_min_max() - - for self.plate.thickness_provided in sorted(self.plate.thickness): - self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) - # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # - self.get_plate_thk_bolt_bearing() - bolts_required_previous = 2 - bolt_diameter_previous = self.bolt.bolt_diameter[-1] - - count = 0 - - for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): - self.bolt.bolt_PC_provided = self.bolt.bolt_grade[-1] - - self.bolt_placement_check() - self.bolt_dia_check() - self.bolt_grip_check() - if self.bolt.design_status is False: - # print("Sufficient space is not available for bolt diameter: ", self.bolt.bolt_diameter_provided) - if self.bolt.plate_thk_status is False: - break - else: - continue - - self.get_bolt_capacity() - t_sum = 0.0 - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) - else: - self.beta_lg = 1.0 - self.bolt.number = round_up(float(self.load.shear_force * 1000) / (self.bolt.bolt_capacity * self.beta_lg), 1) - if self.connectivity == VALUES_CONN_1[0]: - self.bolt.number = round_up(float(self.bolt.number) / n, 1) - - [bolt_line, bolts_one_line, web_plate_h] = \ - self.plate.get_web_plate_l_bolts_one_line(self.seated_angle.width_max, self.seated_angle.width_min, - self.bolt.number, self.bolt.min_edge_dist_round, - self.bolt.min_gauge_round, min_bolts_one_line) - self.bolt.bolt_row = bolt_line - self.bolt.bolt_col = bolts_one_line * n - if self.connectivity == VALUES_CONN_1[0]: - self.seated_angle.width = round_up(web_plate_h * 2 + self.supporting_section.web_thickness + \ - self.supporting_section.root_radius * 2, 1) - else: - self.seated_angle.width = web_plate_h - self.bolt.bolts_required = bolts_one_line*bolt_line*n - - self.check_leg_size(bolt_line) - self.leg_size_checked = True - if 2 >= bolt_line >= 1 and self.plate.design_status is True: - self.bolt.bolt_force = self.load.shear_force / self.bolt.bolts_required - - if self.bolt.bolts_required > bolts_required_previous and count >= 1: - self.bolt.bolt_diameter_provided = bolt_diameter_previous - self.bolt.bolts_required = bolts_required_previous - self.bolt.bolt_row = bolt_row_prev - self.bolt.bolt_col = bolt_col_prev - # self.bolt_dia_possible.remove(self.bolt.bolt_diameter_provided) - self.bolt_placement_check() - self.get_bolt_capacity() - # self.bolt.bolt_force = bolt_force_previous - break - else: - self.bolt_dia_possible.append(self.bolt.bolt_diameter_provided) - bolts_required_previous = self.bolt.bolts_required - bolt_diameter_previous = self.bolt.bolt_diameter_provided - # TODO: set bolt row and column prev value - bolt_row_prev = self.bolt.bolt_row - bolt_col_prev = self.bolt.bolt_col - # bolt_force_previous = self.bolt.bolt_force - count += 1 - else: - self.bolt.bolt_force = self.load.shear_force / self.bolt.number - continue - if self.bolt_dia_possible: - self.bolt.bolt_diameter_provided = min(self.bolt_dia_possible) - # print("bolt diameter: ", self.bolt_dia_possible) - # print("provided bolt diameter: ", self.bolt.bolt_diameter_provided) - self.check_leg_size(bolt_line) - print(self.plate.design_status) - - if self.plate.design_status is True: - trial += 1 - - ##### O U T P U T D I C T I O N A R Y F O R M A T ##### - row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter - self.bolt.bolt_PC_provided, # 1-Bolt Grade - self.seated_angle.designation, # 2-Seated Angle designation - int(self.plate.thickness_provided), # 3-Seated Angle Thickness - self.seated_angle.leg_a_length, # 4-Seated angle leg size - self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg - self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg - self.seated_angle.width, # 7-Length of the seated angle - self.bolt.bolts_required, # 8-Total no of bolts - self.bolt.min_gauge_round, # 9-Gauge distance - self.bolt.min_edge_dist_round, # 10-Edge Distance - self.bolt.min_pitch_round, # 11-Pitch - self.bolt.min_end_dist_round, # 12-End Distance - self.bolt.bolt_force, # 13-Bolt Force - - 'INSERT_HERE', # XX- EMPTY - trial] - output.append(row) - print("********* Trial {} ends here *************".format(trial)) - else: - # if self.bolt.plate_thk_status == True and self.leg_size_checked == True: - # self.check_leg_size(self, bolt_line) - # print(self.plate.design_status) - # ##### F A I L E D O U T P U T D I C T I O N A R Y F O R M A T ##### - # row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter - # self.bolt.bolt_PC_provided, # 1-Bolt Grade - # self.seated_angle.designation, # 2-Seated Angle designation - # int(self.plate.thickness_provided), # 3-Seated Angle Thickness - # self.seated_angle.leg_a_length, # 4-Seated angle leg size - # self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg - # self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg - # self.seated_angle.width, # 7-Length of the seated angle - # self.bolt.bolts_required, # 8-Total no of bolts - # self.bolt.min_gauge_round, # 9-Gauge distance - # self.bolt.min_edge_dist_round, # 10-Edge Distance - # self.bolt.min_pitch_round, # 11-Pitch - # self.bolt.min_end_dist_round, # 12-End Distance - # self.bolt.bolt_force, # 13-Bolt Force - # ] - # plate_fail_output.append(row) - # print("********* Trial {} ends here *************".format(trial)) - continue - else: - # if self.bolt.plate_thk_status == True and self.leg_size_checked == True: - # row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter - # self.bolt.bolt_PC_provided, # 1-Bolt Grade - # self.seated_angle.designation, # 2-Seated Angle designation - # int(self.plate.thickness_provided), # 3-Seated Angle Thickness - # self.seated_angle.leg_a_length, # 4-Seated angle leg size - # self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg - # self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg - # self.seated_angle.width, # 7-Length of the seated angle - # self.bolt.bolts_required, # 8-Total no of bolts - # self.bolt.min_gauge_round, # 9-Gauge distance - # self.bolt.min_edge_dist_round, # 10-Edge Distance - # self.bolt.min_pitch_round, # 11-Pitch - # self.bolt.min_end_dist_round, # 12-End Distance - # self.bolt.bolt_force, # 13-Bolt Force - # ] - # bolt_fail_output.append(row) - continue - - if self.bolt_dia_possible and self.plate.design_status is True: - print("No of effective trials: ", trial) - print(output) - self.select_optimum(output) - self.top_angle_section() - logger.info("=== End Of Design ===") - self.logs.append({"msg":"=== End Of Design ==="}) - elif self.bolt.design_status is False and self.bolt.plate_thk_status is False: - self.design_status = False - logger.error(" : The total thickness of the connecting elements is more than 8 times the bolt diameter. " - "Define larger bolt diameter(s) and/or plate of lower thickness.") - self.logs.append({"msg":"The total thickness of the connecting elements is more than 8 times the bolt diameter. Define larger bolt diameter(s) and/or plate of lower thickness."}) - logger.error(" : The connection fails in the bolt grip length check [Ref.Cl. 10.3.3.2, IS 800:2007].") - self.logs.append({"msg":"The connection fails in the bolt grip length check [Ref.Cl. 10.3.3.2, IS 800:2007]."}) - elif self.leg_size_checked == False: - self.design_status = False - logger.error("sufficient leg size / flange width is not available for selected bolt, " - "please select lower bolt diameter") - self.logs.append({"msg":"sufficient leg size / flange width is not available for selected bolt, please select lower bolt diameter"}) - logger.error("It fails in detailing check") - self.logs.append({"msg":"It fails in detailing check"}) - else: - self.design_status = False - # logger.error("Decrease bolt diameter") - logger.error("Sufficient space is not available to accommodate the defined bolts. " + - "Either decrease the bolt diameter or increase the angle leg size.") - self.logs.append({"msg":"Sufficient space is not available to accommodate the defined bolts. Either decrease the bolt diameter or increase the angle leg size."}) - - def select_optimum(self,raw_output): - """This function sorts the list of available options and selects the combination with least leg size""" - raw_output.sort(key=lambda x: (x[4], x[3], x[5])) - self.bolt.bolt_diameter_provided = raw_output[0][0] - self.bolt.bolt_PC_provided = raw_output[0][1] - self.seated_angle.designation = raw_output[0][2] - self.plate.thickness_provided = raw_output[0][3] - self.seated_angle.leg_a_length = raw_output[0][4] - self.bolt.bolt_row = raw_output[0][5] - self.bolt.bolt_col = raw_output[0][6] - self.seated_angle.width = raw_output[0][7] - self.bolt.bolts_required = raw_output[0][8] - self.bolt.min_gauge_round = raw_output[0][9] - self.bolt.min_edge_dist_round = raw_output[0][10] - self.bolt.min_pitch_round = raw_output[0][11] - self.bolt.min_end_dist_round = raw_output[0][12] - self.bolt.bolt_force = raw_output[0][13] - - self.set_final_values() - - def set_final_values(self): - # self.seated_angle = Angle(designation=self.seated_angle.designation, material_grade=self.material_grade) - self.seated = Angle(designation=self.seated_angle.designation, material_grade=self.material_grade) - self.seated_angle_bolt_details() - if self.connectivity == VALUES_CONN_1[0]: - self.bolt.gauge = self.bolt.min_gauge_round - self.bolt.sa_length = self.seated_angle.width - else: - self.bolt.gauge = self.bolt.seated_angle_gauge_column - self.plate.thickness_provided = self.seated.thickness - self.get_plate_thk_bolt_bearing() - self.bolt.bolt_force = self.load.shear_force / self.bolt.bolts_required - self.bolt_PC() - # self.get_bolt_capacity(self) - # self.get_bolt_capacity_updated(self) - self.check_capacity(self.seated) - - def bolt_PC(self): - bolt_PC_previous = self.bolt.bolt_grade[-1] - for self.bolt.bolt_PC_provided in reversed(self.bolt.bolt_grade): - count = 1 - self.bolt_placement_check() - self.get_bolt_capacity_updated() - t_sum = 0.0 - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) - else: - self.beta_lg = 1.0 - if self.bolt.bolt_capacity * self.beta_lg < self.bolt.bolt_force * 1000 and count >= 1: - self.bolt.bolt_PC_provided = bolt_PC_previous - self.get_bolt_capacity_updated() - break - bolt_PC_previous = self.bolt.bolt_PC_provided - count += 1 - - def get_seated_width_min_max(self): - """This function sets the max and min limits of seated angle length""" - if self.connectivity == VALUES_CONN_1[0]: - if self.supporting_section.flange_width > self.supported_section.flange_width: - self.seated_angle.width_min = (self.supported_section.flange_width + 20 - - self.supporting_section.web_thickness -2 * self.supporting_section.root_radius) / 2 - self.seated_angle.width_max = (self.supporting_section.flange_width - - self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 - else: - self.seated_angle.width_min = (self.supporting_section.flange_width - - self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 - self.seated_angle.width_max = self.seated_angle.width_min + 10 - # self.seated_angle.width_min = (self.supporting_section.flange_width - - # self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 - # self.seated_angle.width_max = (self.supported_section.flange_width - - # self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 - min_bolts_one_line = 1 - n = 2 - else: - self.seated_angle.width_min = self.supported_section.flange_width - self.seated_angle.width_max = (self.supporting_section.depth - - 2 * self.supporting_section.flange_thickness - 2 * self.supporting_section.root_radius) - min_bolts_one_line = 2 - n = 1 - - return min_bolts_one_line, n - - def get_plate_thk_bolt_bearing(self): - """This function sets the thickness and material propert combination of connected elements""" - # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # - self.bolt_conn_plates_t_fu_fy = [] - self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.seated.fu, self.seated.fy)) - if self.connectivity == VALUES_CONN_1[0]: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) - else: - self.bolt_conn_plates_t_fu_fy.append( - (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) - - def bolt_placement_check(self): - """This function calculates minimum bolt spacing limits""" - self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - self.bolt.min_end_dist_round = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist( - self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type, 'machine_flame_cut'), 5) - - def get_bolt_capacity(self): - """This function calculates minimum bolt capacities""" - self.bolt_bearing_end_dist = self.bolt.min_end_dist_round - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1, - seatedangle_e=self.bolt_bearing_end_dist) - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - self.bolt.bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - else: - self.bolt.bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity - t_sum = 0.0 - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) - else: - self.beta_lg = 1.0 - # print(t_sum) - # print(self.beta_lg) - self.bolt.bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity/1000, 2) - self.bolt.bolt_capacity_disp = round(self.bolt.bolt_capacity/1000, 2) - # self.bolt.bolt_shear_capacity_reduced_disp = round(self.bolt.bolt_shear_capacity * self.beta_lg / 1000, 2) - self.bolt.bolt_capacity_reduced_disp = round(self.bolt.bolt_capacity * self.beta_lg / 1000, 2) - - def get_bolt_capacity_updated(self): - """This function updates bolt capacities""" - self.bolt_bearing_end_dist = self.bolt.min_end_dist_round + self.seated.thickness + self.seated.root_radius - self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, - bolt_grade_provided=self.bolt.bolt_PC_provided, - conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1, - seatedangle_e=self.bolt_bearing_end_dist) - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - self.bolt.bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - else: - self.bolt.bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity - t_sum = 0.0 - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - if self.bolt.bolt_type == TYP_BEARING: - self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) - else: - self.beta_lg = 1.0 - # print(t_sum) - # print(self.beta_lg) - self.bolt.bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity / 1000, 2) - self.bolt.bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) - # self.bolt.bolt_shear_capacity_reduced_disp = round(self.bolt.bolt_shear_capacity * self.beta_lg / 1000, 2) - self.bolt.bolt_capacity_reduced_disp = round(self.bolt.bolt_capacity * self.beta_lg / 1000, 2) - - def bolt_dia_check(self): - """This function checks if the selected bolt diameter can be placed within the available flange width""" - self.beam_space_min = (self.supported_section.flange_width - - self.supported_section.web_thickness - 2 * self.supported_section.root_radius) / 2 - self.col_space_min = (self.supporting_section.flange_width - - self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 - if self.connectivity == VALUES_CONN_1[0]: - if self.beam_space_min >= 2*self.bolt.min_end_dist_round and self.col_space_min >= 2*self.bolt.min_end_dist_round: - self.bolt.design_status = True - else: - self.bolt.design_status = False - else: - if self.beam_space_min >= 2 * self.bolt.min_end_dist_round: - self.bolt.design_status = True - else: - self.bolt.design_status = False - - def bolt_grip_check(self): - '''This functions checks the grip length of bolts''' - self.bolt.plate_thk_status = True - t_sum = 0.0 - for i in self.bolt_conn_plates_t_fu_fy: - t_sum = t_sum + i[0] - if self.bolt.bolt_diameter_provided * 8 < t_sum: - self.bolt.design_status = False - self.bolt.plate_thk_status = False - - def check_leg_size(self, bolt_line): - self.bolt_placement_check() - min_leg_length = (2 * self.bolt.min_end_dist_round + (bolt_line - 1) * self.bolt.min_pitch_round) - min_leg_b_length = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - # min_leg_length = max(2*self.bolt.min_end_dist_round + (bolts_one_line - 1) * self.bolt.min_pitch_round, self.seated_angle.leg_a_length_min) - print("min_leg_length", min_leg_length) - print(self.plate.gap) - print("min_leg_b_length", min_leg_b_length) - self.seated_list_same_thickness = self.seated_angle.get_available_seated_list(self.seated_list, - max_leg_length = math.inf, min_leg_length = min_leg_length, position = "inner", t_min = self.plate.thickness_provided) - - if self.seated_list_same_thickness is []: - self.plate.design_status = False - else: - for self.seated_angle.designation in self.seated_list_same_thickness: - [leg_a_length, leg_b_length, t, r_r] = get_leg_lengths(self.seated_angle.designation) - print(leg_a_length, leg_b_length) - if (leg_a_length - t - r_r) >= min_leg_length and leg_b_length >= min_leg_b_length: - self.seated_angle.leg_a_length = leg_a_length - self.plate.design_status = True - print(leg_a_length, leg_b_length) - break - else: - self.plate.design_status = False - - # def check_leg_b_size(self): - # min_leg_b_length = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - # print("min_leg_b_length", min_leg_b_length) - # self.seated_list_leg_b = self.seated_list_same_thickness.get_available_seated_list(self.seated_list, - # max_leg_length=math.inf, min_leg_length=min_leg_b_length, position="outer", t_min=self.plate.thickness_provided) - # for self.seated_angle.designation in self.seated_list_leg_b: - # [leg_a_length, leg_b_length, t, r_r] = get_leg_lengths(self.seated_angle.designation) - # if leg_a_length >= min_leg_b_length: - # self.seated_angle.leg_a_length = leg_a_length - # self.plate.design_status = True - # break - # else: - # self.plate.design_status = False - # - # if self.seated_list_leg_b is []: - # self.plate.design_status = False - # else: - # self.plate.design_status = True - - def top_angle_section(self): - """Identify appropriate top angle size based on beam depth. - Note: - Assumptions: - Calculating top angle dimensions based on thumb rules: - top_angle_side = beam_depth/4 - top_angle_thickness = top_angle_side/10 with a minimum of 6mm - Select the nearest available equal angle as the top angle. - Equal angles satisfying both these thumb rules are selected for this function from steel tables - """ - # minimum length of leg of top angle is twice edge distance + angle thickness + root_radius. - # as the side length is rounded up in the next step, ignoring angle thickness while calculating - # minimum length of side - - for top in self.topangle_list: - # print(self.topangle_list) - # print(top) - topclip = Angle(designation=top, material_grade=self.material_grade) - top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, - self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - top_angle_side = max(float(self.supported_section.depth) / 4, top_angle_side_minimum, 50) - top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) - # print(topclip.thickness, top_angle_thickness_min) - if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: - self.top_angle = Angle(designation=top, material_grade=self.material_grade) - self.top_angle.design_status = True - break - else: - self.top_angle.design_status = False - - if self.top_angle.design_status is False: - for top in self.topangle_list: - # print(self.topangle_list) - # print(top) - topclip = Angle(designation=top, material_grade=self.material_grade) - top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, - self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - top_angle_side = max(top_angle_side_minimum, 50) - top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) - if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: - self.top_angle = Angle(designation=top, material_grade=self.material_grade) - self.top_angle.design_status = True - break - else: - self.top_angle.design_status = False - - if self.top_angle.design_status is False: - for top in self.topangle_list: - # print(self.topangle_list) - # print(top) - topclip = Angle(designation=top, material_grade=self.material_grade) - top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, - self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - top_angle_side = max(top_angle_side_minimum, 50) - top_angle_thickness_min = 6 - if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: - self.top_angle = Angle(designation=top, material_grade=self.material_grade) - self.top_angle.design_status = True - break - else: - self.top_angle.design_status = False - - top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) - if self.top_angle.design_status is True: - self.top_angle_bolt_details() - # print("provided top angle", self.top_angle.designation) - logger.info("Based on the thumb rules, a minimum top angle leg size of {} mm and a thickness of {} mm " - "is required to provide stability to {}.".format(top_angle_side, top_angle_thickness_min, - self.supported_section.designation)) - self.logs.append({"msg":"Based on the thumb rules, a minimum top angle leg size of {} mm and a thickness of {} mm is required to provide stability to {}.".format(top_angle_side, top_angle_thickness_min, - self.supported_section.designation)}) - self.design_status = True - else: - logger.error(": Sufficient leg length is not available for the top angle.") - self.design_status = False - - def top_angle_bolt_details(self): - if self.connectivity == VALUES_CONN_1[0]: - self.top_angle.width = max(min(self.supported_section.flange_width + 20, self.supporting_section.flange_width + 20), - - round_up((self.supporting_section.web_thickness+self.supporting_section.root_radius * 2 + - self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1), - - round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + - self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) - - if self.top_angle.width < self.supporting_section.flange_width: - self.bolt.top_angle_gauge_column = round_up((self.top_angle.width - - self.supporting_section.root_radius * 2 - self.supporting_section.web_thickness) / 2 + - self.supporting_section.root_radius * 2 + self.supporting_section.web_thickness, 1) - self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) - # self.top_angle.width = self.bolt.top_angle_gauge_column + 2 * self.bolt.top_angle_edge_column - else: - self.bolt.top_angle_gauge_column = round_up((self.supporting_section.flange_width - - self.supporting_section.root_radius * 2 - self.supporting_section.web_thickness) / 2 + - self.supporting_section.root_radius * 2 + self.supporting_section.web_thickness, 1) - self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) - # self.top_angle.width = self.bolt.top_angle_gauge_column + 2 * self.bolt.top_angle_edge_column - - if self.top_angle.width < self.supported_section.flange_width: - # self.bolt.top_angle_gauge_beam = round_up((self.top_angle.width - self.bolt.min_edge_dist_round * 2), 1) - self.bolt.top_angle_gauge_beam = round_up((self.top_angle.width - - self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + - self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) - self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) - - else: - self.bolt.top_angle_gauge_beam = round_up((self.supported_section.flange_width - - self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + - self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) - self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) - - else: - self.top_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), - - round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + - self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) - - self.bolt.top_angle_gauge_beam = round_up((self.supported_section.flange_width - - self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + - self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) - self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) - self.bolt.top_angle_gauge_column = self.bolt.top_angle_gauge_beam - self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) - - self.bolt.top_angle_end = round_up(min((self.top_angle.leg_a_length - self.top_angle.thickness - self.top_angle.root_radius) / 2, - self.top_angle.leg_a_length- self.plate.gap- self.bolt.min_edge_dist_round), 1) - - def seated_angle_bolt_details(self): - if self.connectivity == VALUES_CONN_1[0]: - # self.seated_angle.width = max(min(self.supported_section.flange_width, self.supporting_section.flange_width), - # - # round_up((self.supporting_section.web_thickness+self.supporting_section.root_radius * 2 + - # self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1), - # - # round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + - # self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) - # TODO: Recalculate bolt row and column to minimize seated angle width - self.recalculate_bolt_row_col() - if self.seated_angle.width < self.supporting_section.flange_width: - # print("seated angle width: ", self.seated_angle.width) - self.bolt.seated_angle_gauge_column = round_up((self.seated_angle.width - self.bolt.min_edge_dist_round * 2 - - (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round), 1) - - else: - self.bolt.seated_angle_gauge_column = round_up((self.supporting_section.flange_width - - self.bolt.min_end_dist_round * 2 - - (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round), 1) - - self.bolt.seated_angle_gauge_beam = round_up((self.supported_section.flange_width - - self.supported_section.root_radius * 2 - self.supported_section.web_thickness)/2 + - self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) - self.bolt.seated_angle_edge_beam = round((self.seated_angle.width - self.bolt.seated_angle_gauge_beam) / 2, 1) - self.bolt.seated_angle_end_column = round_up((self.seated.leg_a_length - self.seated.thickness - - self.seated.root_radius - self.bolt.min_end_dist_round - - self.bolt.min_pitch_round * (self.bolt.bolt_row - 1)), 1) - self.bolt.seated_angle_edge_column = round((self.seated_angle.width - self.bolt.seated_angle_gauge_column - - (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round) / 2, 1) - - else: - self.seated_angle.width = max(self.supported_section.flange_width + 20, - round_up((self.bolt.min_end_dist_round * 2 + (self.bolt.bolt_col - 1) * self.bolt.min_gauge_round), 1)) - - self.bolt.seated_angle_gauge_beam = round_up((self.supported_section.flange_width - - self.supported_section.root_radius * 2 + self.supported_section.web_thickness)/2 + - self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) - self.bolt.seated_angle_edge_beam = round((self.seated_angle.width - self.bolt.seated_angle_gauge_beam) / 2, 1) - self.bolt.seated_angle_gauge_column = round_up((self.seated_angle.width - self.bolt.min_edge_dist_round * 2)/ - (self.bolt.bolt_col - 1), 1) - self.bolt.seated_angle_end_column = round_up((self.seated.leg_a_length - self.seated.thickness - - self.seated.root_radius - self.bolt.min_end_dist_round - - self.bolt.min_pitch_round * (self.bolt.bolt_row - 1)), 1) - self.bolt.seated_angle_edge_column = max(self.bolt.min_edge_dist_round,round((self.seated_angle.width - (self.bolt.bolt_col - 1) * - self.bolt.seated_angle_gauge_column) / 2, 1)) - - # self.bolt.seated_angle_end_beam = round_up((self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) / 2, 1) - self.bolt.seated_angle_end_beam = round_up(min((self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) / 2, - self.seated.leg_a_length- self.plate.gap- self.bolt.min_edge_dist_round), 1) - - def recalculate_bolt_row_col(self): - """This Function recalculates bolt row and columns to reduce seated angle width""" - if self.bolt.bolt_col/2 >= 2 and self.bolt.bolt_row == 1 and self.seated_angle.width > self.supported_section.flange_width: - if (self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius - - 2 * self.bolt.min_end_dist_round) / self.bolt.min_pitch_round >= 1: - self.bolt.bolt_col = 2 * round_up(self.bolt.bolt_col/4, 1) - self.bolt.bolt_row = self.bolt.bolt_row * 2 - self.bolt.bolts_required = self.bolt.bolt_col * self.bolt.bolt_row - self.seated_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), - round_up((self.supporting_section.web_thickness + self.supporting_section.root_radius * 2 + - self.bolt.min_end_dist_round * 2 + (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round - + self.bolt.min_edge_dist_round * 2), 1)) - else: - self.seated_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), self.seated_angle.width) - - ###################################### - # Function to create design report (LateX/PDF) - ###################################### - def save_design(self, popup_summary): - super(SeatedAngleConnection, self).save_design() - gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") - - self.report_seated_angle = {KEY_DISP_SEC_PROFILE: "equaldp", - # Image shall be save with this name.png in resource files - KEY_DISP_SECSIZE: self.seated_angle.designation, - KEY_DISP_MATERIAL: self.seated_angle.material, - KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.seated_angle.fu, 2), - KEY_DISP_YIELD_STRENGTH_REPORT: round(self.seated_angle.fy, 2), - KEY_REPORT_MASS: round(self.seated_angle.mass, 2), - KEY_REPORT_AREA: round((self.seated_angle.area / 100), 2), - KEY_REPORT_MAX_LEG_SIZE: round(self.seated_angle.max_leg, 2), - KEY_REPORT_MIN_LEG_SIZE: round(self.seated_angle.min_leg, 2), - KEY_REPORT_ANGLE_THK: round(self.seated_angle.thickness, 2), - KEY_REPORT_R1: round(self.seated_angle.root_radius, 2), - KEY_REPORT_R2: round(self.seated_angle.toe_radius, 2), - KEY_REPORT_CY: round(self.seated_angle.Cy, 2), - KEY_REPORT_CZ: round(self.seated_angle.Cz, 2), - KEY_REPORT_IZ: round(self.seated_angle.mom_inertia_z / 10000, 2), - KEY_REPORT_IY: round(self.seated_angle.mom_inertia_y / 10000, 2), - KEY_REPORT_IU: round(self.seated_angle.mom_inertia_u / 10000, 2), - KEY_REPORT_IV: round(self.seated_angle.mom_inertia_v / 10000, 2), - KEY_REPORT_RZ: round(self.seated_angle.rad_of_gy_z / 10, 2), - KEY_REPORT_RY: round((self.seated_angle.rad_of_gy_y) / 10, 2), - KEY_REPORT_RU: round((self.seated_angle.rad_of_gy_u) / 10, 2), - KEY_REPORT_RV: round((self.seated_angle.rad_of_gy_v) / 10, 2), - KEY_REPORT_ZEZ: round(self.seated_angle.elast_sec_mod_z / 1000, 2), - KEY_REPORT_ZEY: round(self.seated_angle.elast_sec_mod_y / 1000, 2), - KEY_REPORT_ZPZ: round(self.seated_angle.plast_sec_mod_z / 1000, 2), - KEY_REPORT_ZPY: round(self.seated_angle.elast_sec_mod_y / 1000, 2)} - - self.report_topangle = {KEY_DISP_SEC_PROFILE: "equaldp", - # Image shall be save with this name.png in resource files - KEY_DISP_SECSIZE: self.top_angle.designation, - KEY_DISP_MATERIAL: self.top_angle.material, - KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.top_angle.fu, 2), - KEY_DISP_YIELD_STRENGTH_REPORT: round(self.top_angle.fy, 2), - KEY_REPORT_MASS: round(self.top_angle.mass, 2), - KEY_REPORT_AREA: round((self.top_angle.area / 100), 2), - KEY_REPORT_MAX_LEG_SIZE: round(self.top_angle.max_leg, 2), - KEY_REPORT_MIN_LEG_SIZE: round(self.top_angle.min_leg, 2), - KEY_REPORT_ANGLE_THK: round(self.top_angle.thickness, 2), - KEY_REPORT_R1: round(self.top_angle.root_radius, 2), - KEY_REPORT_R2: round(self.top_angle.toe_radius, 2), - KEY_REPORT_CY: round(self.top_angle.Cy, 2), - KEY_REPORT_CZ: round(self.top_angle.Cz, 2), - KEY_REPORT_IZ: round(self.top_angle.mom_inertia_z / 10000, 2), - KEY_REPORT_IY: round(self.top_angle.mom_inertia_y / 10000, 2), - KEY_REPORT_IU: round(self.top_angle.mom_inertia_u / 10000, 2), - KEY_REPORT_IV: round(self.top_angle.mom_inertia_v / 10000, 2), - KEY_REPORT_RZ: round(self.top_angle.rad_of_gy_z / 10, 2), - KEY_REPORT_RY: round((self.top_angle.rad_of_gy_y) / 10, 2), - KEY_REPORT_RU: round((self.top_angle.rad_of_gy_u) / 10, 2), - KEY_REPORT_RV: round((self.top_angle.rad_of_gy_v) / 10, 2), - KEY_REPORT_ZEZ: round(self.top_angle.elast_sec_mod_z / 1000, 2), - KEY_REPORT_ZEY: round(self.top_angle.elast_sec_mod_y / 1000, 2), - KEY_REPORT_ZPZ: round(self.top_angle.plast_sec_mod_z / 1000, 2), - KEY_REPORT_ZPY: round(self.top_angle.elast_sec_mod_y / 1000, 2)} - - self.report_input = \ - {KEY_MODULE: self.module, - KEY_MAIN_MODULE: self.mainmodule, - KEY_CONN: self.connectivity, - KEY_DISP_SHEAR: self.load.shear_force, - - "Supporting Section - Mechanical Properties": "TITLE", - "Supporting Section Details": self.report_supporting, - - "Supported Section - Mechanical Properties": "TITLE", - "Supported Section Details": self.report_supported, - - "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), - KEY_DISP_TYP: self.bolt.bolt_type, - KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, - KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, - - "Detailing - Design Preference": "TITLE", - KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, - KEY_DISP_GAP: self.plate.gap, - KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, - - "Seated and Top Angle Details": "TITLE", - KEY_DISP_ANGLE_LIST: str(self.seated_list_initial), - - "Selected Seated Angle Details": self.report_seated_angle, - KEY_DISP_TOPANGLE_LIST: str(self.topangle_list_initial), - - "Selected Top Angle Details": self.report_topangle - } - - self.report_check = [] - ####################### - # Section Capacities - ####################### - - t1 = ('SubSection', 'Section Design', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - h = self.supported_section.web_height - t = self.supported_section.web_thickness - - initial_shear_capacity = round(self.supported_section.shear_yielding_capacity/0.6/1000,2) - t1 = (KEY_DISP_SHEAR_CAPACITY, '', - cl_8_4_shear_yielding_capacity_member(h, t, self.supported_section.fy, gamma_m0, initial_shear_capacity), '') - self.report_check.append(t1) - t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, - allow_shear_capacity(initial_shear_capacity,round(self.supported_section.shear_yielding_capacity/1000,3)), - get_pass_fail(self.load.shear_force, self.supported_section.shear_yielding_capacity, relation="lesser")) - self.report_check.append(t1) - - if self.supported_section.design_status == True: - t1 = ('SubSection', 'Load Consideration', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - min_shear_load = min(40,round(0.15*self.supported_section.shear_yielding_capacity / 0.6,2)) - applied_shear_force = max(self.load.shear_force,min_shear_load) - - t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, - prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, - app_shear_load=applied_shear_force, - shear_capacity_1=initial_shear_capacity), "") - self.report_check.append(t1) - - - # if self.design_status == False: - # t2 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, self.plate.shear_capacity, - # get_pass_fail(self.load.shear_force, self.plate.shear_capacity, relation='lesser')) - # self.report_check.append(t2) - # t2 = (KEY_DISP_BEARING_LENGTH, '', bearing_length(self.load.shear_force, - # self.supported_section.web_thickness, - # self.supported_section.flange_thickness, - # self.supported_section.root_radius, - # self.supported_section.fy, gamma_m0, - # self.seated.thickness, self.seated.root_radius, - # self.plate.gap), '') - # self.report_check.append(t2) - # Z_p = (self.supported_section.flange_width+20) * self.seated.thickness ** 2 / 4 - # Z_e = (self.supported_section.flange_width+20) * self.seated.thickness ** 2 / 6 - # - # t2 = ( - # KEY_DISP_MOM_CAPACITY, moment_demand_SA(self.b1, self.b2, self.load.shear_force, self.plate.moment_demand), - # cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, - # Z_p=Z_p, f_y=self.seated.fy, - # gamma_m0=gamma_m0, - # Pmc=round(self.plate.moment_capacity, 2)), - # get_pass_fail(self.plate.moment_demand, self.plate.moment_capacity, relation='lesser')) - # self.report_check.append(t2) - - - # if self.design_status is False and self.bolt.design_status is False and self.plate.thickness and self.bolt_dia_possible: - # t1 = ('SubSection', 'Initial Detailing Checks', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - # self.report_check.append(t1) - # min_width_sptd = self.supported_section.flange_width - # min_width_sptng = self.supporting_section.flange_width - # min_width_req_sptd = 4 * self.bolt.min_end_dist_round + self.supported_section.web_thickness + \ - # self.supported_section.root_radius * 2 - # min_width_req_sptng = 4 * self.bolt.min_end_dist_round + self.supporting_section.web_thickness + \ - # self.supporting_section.root_radius * 2 - # min_length_req_sptng = ( - # 2 * self.bolt.min_end_dist_round + (self.bolt.bolt_row - 1) * self.bolt.min_pitch_round) - # min_length_req_sptd = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) - # min_length_sptng = ( - # self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) - # min_length_sptd = self.seated.leg_a_length - # - # t2 = (DISP_MIN_WIDTH + 'On beam', min_width_req_sptd, min_width_sptd, - # get_pass_fail(min_width_req_sptd, min_width_sptd, 'leq')) - # self.report_check.append(t2) - # t2 = (DISP_MIN_LEG_LENGTH + 'On beam', min_length_req_sptd, min_length_sptd, - # get_pass_fail(min_length_req_sptd, min_length_sptd, 'leq')) - # self.report_check.append(t2) - # if self.connectivity == VALUES_CONN_1[0]: - # t2 = (DISP_MIN_WIDTH + 'On column', min_width_sptng, min_width_req_sptng, - # get_pass_fail(min_width_sptng, min_width_req_sptng, 'leq')) - # self.report_check.append(t2) - # t2 = (DISP_MIN_LEG_LENGTH + 'On column', min_length_req_sptng, min_length_sptng, - # get_pass_fail(min_length_req_sptng, min_length_sptng, 'leq')) - # self.report_check.append(t2) - - if self.bolt.design_status is True: - - t_sum = max(self.seated.thickness + self.supported_section.flange_thickness, - self.seated.thickness + self.supporting_section.flange_thickness) - else: - t_sum = max(self.plate.thickness_provided + self.supported_section.flange_thickness, - self.plate.thickness_provided + self.supporting_section.flange_thickness) - - if self.plate.thickness: - t1 = ('SubSection', 'Bolt Design Checks on Column', '|p{3cm}|p{5cm}|p{6.8cm}|p{1.2cm}|') - self.report_check.append(t1) - t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_GRD, '', self.bolt.bolt_PC_provided, '') - self.report_check.append(t1) - t1 = (KEY_DISP_PLTHICK, '', self.plate.thickness_provided, '') - self.report_check.append(t1) - t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), - cl_10_3_3_2_large_grip_bolted_prov(t_sum, self.bolt.bolt_diameter_provided), - get_pass_fail(8 * self.bolt.bolt_diameter_provided, t_sum, 'greater')) - self.report_check.append(t10) - if self.bolt.design_status is True: - t6 = (DISP_NUM_OF_COLUMNS, '', self.bolt.bolt_col, '') - self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, row_col_limit(1,2,"rows"), self.bolt.bolt_row, - get_pass_fail(2, self.bolt.bolt_row, relation='geq')) - self.report_check.append(t7) - if self.bolt_dia_possible: - t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), - self.bolt.min_pitch_round, - get_pass_fail(self.bolt.min_pitch, self.bolt.min_pitch_round, relation='leq')) - self.report_check.append(t1) - connecting_plates_tk = [self.plate.thickness_provided, self.supporting_section.flange_thickness] - t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates_tk,'pitch'), self.bolt.min_pitch_round, - get_pass_fail(self.bolt.max_spacing, self.bolt.min_pitch_round, relation='geq')) - self.report_check.append(t1) - - t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type,'end_dist'), - self.bolt.seated_angle_end_column, - get_pass_fail(self.bolt.min_end_dist, self.bolt.seated_angle_end_column, relation='leq')) - self.report_check.append(t3) - t4 = ( - DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences,'end_dist'), - self.bolt.seated_angle_end_column, - get_pass_fail(self.bolt.max_end_dist, self.bolt.seated_angle_end_column, relation='geq')) - self.report_check.append(t4) - t3 = ( - DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type, parameter='edge_dist'), - self.bolt.seated_angle_edge_column, - get_pass_fail(self.bolt.min_edge_dist, self.bolt.seated_angle_edge_column, relation='leq')) - self.report_check.append(t3) - t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - self.bolt.corrosive_influences, parameter='edge_dist'), - self.bolt.seated_angle_edge_column, - get_pass_fail(self.bolt.max_edge_dist, self.bolt.seated_angle_edge_column, relation="geq")) - self.report_check.append(t4) - - # g1 = 2 * (self.bolt.min_end_dist + self.supported_section.root_radius) + self.supported_section.web_thickness - # if self.connectivity == VALUES_CONN_1[0]: - # g2 = round(2 * (self.bolt.min_end_dist + self.supporting_section.root_radius) - # + self.supporting_section.web_thickness, 2) - # else: - # g_min = g1 - # - # t1 = (DISP_MIN_GAUGE, end_plate_gauge(self.connectivity, self.bolt.min_end_dist, self.supported_section.root_radius, - # self.supported_section.web_thickness, - # self.supporting_section.web_thickness, - # self.supporting_section.root_radius,module='Seated Angle'), - # self.bolt.gauge_provided, - # get_pass_fail(g_min, self.bolt.gauge_provided, relation='leq')) - # self.report_check.append(t1) - - V_b = round(self.bolt.bolt_force, 2) - bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) - if self.bolt.bolt_type == TYP_BEARING: - shear_cap_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) - t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, - self.bolt.gamma_mb, shear_cap_kn), - '') - self.report_check.append(t1) - t8 = (KEY_DISP_KB, " ", - cl_10_3_4_calculate_kb(self.bolt.min_end_dist_round, self.bolt.min_pitch_round, self.bolt.dia_hole, - self.bolt.bolt_fu, self.bolt.fu_considered), '') - self.report_check.append(t8) - kb = self.bolt.calculate_kb(self.bolt.min_end_dist_round, self.bolt.min_pitch_round, self.bolt.dia_hole, - self.bolt.bolt_fu, self.bolt.fu_considered) - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - - t2 = ( - KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(kb, self.bolt.bolt_diameter_provided, - self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, - bolt_bearing_capacity_disp), '') - self.report_check.append(t2) - - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), - n=self.bolt.bolts_required, T_ba=V_b, - load='shear'), - cl_10_3_2_bolt_capacity(shear_cap_kn, bolt_bearing_capacity_disp, - bolt_capacity_disp), - '') - self.report_check.append(t3) - else: - kh_disp = round(self.bolt.kh, 2) - t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', - cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub=self.bolt.bolt_fu, - Anb=self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, - capacity=bolt_capacity_disp), '') - self.report_check.append(t4) - - t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), - n=self.bolt.bolts_required, T_ba=V_b, - load='shear'), bolt_capacity_disp, - '') - self.report_check.append(t3) - - - - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, V_b, bolt_capacity_disp, - get_pass_fail(V_b, bolt_capacity_disp,relation="lesser")) - self.report_check.append(t5) - - t1 = ('SubSection', 'Detailing Check', '|p{4cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - - width_req_sptd = round(4 * self.bolt.min_end_dist_round + self.supported_section.web_thickness + \ - self.supported_section.root_radius * 2, 2) - length_req_sptng = round( - (2 * self.bolt.min_end_dist_round + (self.bolt.bolt_row - 1) * self.bolt.min_pitch_round) + \ - self.seated.thickness + self.seated.root_radius, 2) - - prov_length_sptng = self.seated.leg_a_length - # prov_width_sptng = self.seated.width - if self.connectivity == VALUES_CONN_1[0]: - width_req_sptng = round(4 * self.bolt.min_end_dist_round + self.supporting_section.web_thickness + \ - self.supporting_section.root_radius * 2 + ( - self.bolt.bolt_col / 2 - 1) * self.bolt.min_gauge_round, 2) - prov_width_sptng = self.supporting_section.flange_width - t2 = (DISP_MIN_WIDTH + ' (on column)', width_req_sptng_seated(self.bolt.min_end_dist_round, - self.supporting_section.web_thickness, - self.supporting_section.root_radius, - self.bolt.bolt_col,self.bolt.min_gauge_round,width_req_sptng), prov_width_sptng, - get_pass_fail(width_req_sptng, prov_width_sptng, 'leq')) - self.report_check.append(t2) - - prov_width_sptd = self.supported_section.flange_width - #TODO: write detailed formulae for required and provided - - t2 = (DISP_MIN_WIDTH + ' (on beam)', width_req_sptd_seated(self.bolt.min_end_dist_round, - self.supporting_section.web_thickness, - self.supporting_section.root_radius,width_req_sptd), prov_width_sptd, - get_pass_fail(width_req_sptd, prov_width_sptd, 'leq')) - self.report_check.append(t2) - t2 = (DISP_MIN_LEG_LENGTH + ' (on column)', length_req_sptng_seated(self.bolt.min_end_dist_round,self.bolt.bolt_row, - self.bolt.min_pitch_round,self.seated.thickness, - self.seated.root_radius,length_req_sptng), prov_length_sptng, - get_pass_fail(length_req_sptng, prov_length_sptng, 'leq')) - self.report_check.append(t2) - else: - if self.connectivity == VALUES_CONN_1[0]: - width_req_sptng = round(4 * self.bolt.min_edge_dist_round + self.supporting_section.web_thickness + \ - self.supporting_section.root_radius * 2, 2) - prov_width_sptng = self.supporting_section.flange_width - t2 = (DISP_MIN_WIDTH + ' (on column)', seated_width_req(width_req_sptng), - seated_width_prov(prov_width_sptng), get_pass_fail(width_req_sptng, prov_width_sptng, 'leq')) - self.report_check.append(t2) - - width_req_sptd = round(4 * self.bolt.min_edge_dist_round + self.supported_section.web_thickness + \ - self.supported_section.root_radius * 2, 2) - - prov_width_sptd = self.supported_section.flange_width - self.bolt.d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type) - t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type, parameter='edge_dist'),'','') - self.report_check.append(t3) - - t2 = (DISP_MIN_WIDTH + ' (on beam)', seated_width_req(width_req_sptd), - seated_width_prov(prov_width_sptd),get_pass_fail(width_req_sptd, prov_width_sptd, 'leq')) - self.report_check.append(t2) - - t1 = ('SubSection', 'Seated Angle Checks', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - if self.bolt.plate_thk_status is False and self.plate.thickness: - t2 = ('Thickness of Seated Angle', '', self.plate.thickness_provided, '') - self.report_check.append(t2) - self.seated.thickness = self.plate.thickness_provided - else: - t2 = (KEY_DISP_DESIGNATION, '', self.seated.designation, '') - self.report_check.append(t2) - - self.b1 = round(IS800_2007.cl_8_7_1_3_stiff_bearing_length(self.load.shear_force, - self.supported_section.web_thickness, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.fy),2) - # Distance from the end of bearing on seated angle horizontal leg to root angle OR A TO B in Fig 5.31 in Prof N. Subramanian's book - self.b2 = round(max(self.b1 + self.plate.gap - self.seated.thickness - self.seated.root_radius, 0.0),2) - - if self.b2 == 0.0: - self.plate.moment_demand = 0.0 - elif self.b2 <= self.b1: - self.plate.moment_demand = round( - float(self.load.shear_force) * (self.b2 / self.b1) * (self.b2 / 2) / 1E3, 3) - else: - self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 - self.b1 / 2) / 1E3, 3) - - Z_p = (self.supported_section.flange_width + 20) * self.seated.thickness ** 2 / 4 - Z_e = (self.supported_section.flange_width + 20) * self.seated.thickness ** 2 / 6 - self.plate.moment_capacity = round( - float(IS800_2007.cl_8_2_1_2_design_moment_strength(Z_e, Z_p, self.seated.fy, 'plastic')) / 1E6, 3) - h = self.seated_angle.width - t = self.seated.thickness - area = self.seated_angle.width * self.seated.thickness - self.plate.shear_capacity = round(float(IS800_2007.cl_8_4_design_shear_strength(area, self.seated.fy)) / 1E3, 3) - - - - t2 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, cl_8_4_shear_yielding_capacity_member(h=h, t=t, f_y=self.seated.fy, gamma_m0=gamma_m0, - V_dg=self.plate.shear_capacity),'') - self.report_check.append(t2) - red_shear_capacity_angle = round(0.6 * self.plate.shear_capacity,2) - t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, - allow_shear_capacity(self.plate.shear_capacity, red_shear_capacity_angle), - get_pass_fail(self.load.shear_force, red_shear_capacity_angle, - relation="lesser")) - self.report_check.append(t1) - - - t2 = (KEY_DISP_BEARING_LENGTH, '',bearing_length(self.load.shear_force, - self.supported_section.web_thickness, - self.supported_section.flange_thickness, - self.supported_section.root_radius, - self.supported_section.fy,gamma_m0,self.seated.thickness,self.seated.root_radius,self.plate.gap),'') - self.report_check.append(t2) - - min_leg = self.b1 + self.plate.gap - t2 = ('Minimum Leg Length (mm)', min_angle_leg_length_bearing(self.b1, self.plate.gap), self.seated.leg_a_length, - get_pass_fail(min_leg,self.seated.leg_a_length,'leq')) - self.report_check.append(t2) - - t2 = (KEY_DISP_MOM_CAPACITY, moment_demand_SA(self.b1,self.b2,self.load.shear_force,self.plate.moment_demand), - cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, - Z_p=Z_p, f_y=self.seated.fy, - gamma_m0=gamma_m0, - Pmc=round(self.plate.moment_capacity, 2)), - get_pass_fail(self.plate.moment_demand, self.plate.moment_capacity, relation='lesser')) - self.report_check.append(t2) - - - Disp_2d_image = [] - Disp_3D_image = "/ResourceFiles/images/3d.png" - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - fname_no_ext = popup_summary['filename'] - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - return True - - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('Seated Angle', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Seated Angle': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("SeatAngle", bgcolor) - - def __call__(self): - return self \ No newline at end of file diff --git a/design_type/member.py b/design_type/member.py deleted file mode 100644 index 66215bedb..000000000 --- a/design_type/member.py +++ /dev/null @@ -1,1753 +0,0 @@ -from Common import * -from utils.common.load import Load -from utils.common.component import * -from utils.common.Section_Properties_Calculator import * -from design_type.main import Main - -class Member(Main): - - def __init__(self): - super(Member, self).__init__() - - ######################################## - # Design Preference Functions Start - ######################################## - def df_conn_image(self): - - "Function to populate section size based on the type of section " - img = self[0] - if img == VALUES_SEC_PROFILE_2[0]: - return VALUES_IMG_TENSIONBOLTED[0] - elif img == VALUES_SEC_PROFILE_2[1]: - return VALUES_IMG_TENSIONBOLTED[1] - elif img == VALUES_SEC_PROFILE_2[2]: - return VALUES_IMG_TENSIONBOLTED[2] - elif img == VALUES_SEC_PROFILE_2[3]: - return VALUES_IMG_TENSIONBOLTED[3] - else: - return VALUES_IMG_TENSIONBOLTED[4] - - - def tab_angle_section(self, input_dictionary): - - "In design preference, it shows other properties of section used " - "In design preference, it shows other properties of section used " - if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ - input_dictionary[KEY_MATERIAL] == 'Select Material' or \ - input_dictionary[KEY_SEC_PROFILE] not in ['Angles', 'Back to Back Angles', 'Star Angles']: - designation = '' - material_grade = '' - section_profile = '' - l = '' - fu = '' - fy = '' - mass = '' - area = '' - a = '' - b = '' - thickness = '' - root_radius = '' - toe_radius = '' - plate_thk = '' - Cz = '' - Cy = '' - mom_inertia_z = '' - mom_inertia_y = '' - mom_inertia_u = '' - mom_inertia_v = '' - rad_of_gy_z = '' - rad_of_gy_y = '' - rad_of_gy_u = '' - rad_of_gy_v = '' - elast_sec_mod_z = '' - elast_sec_mod_y = '' - plast_sec_mod_z = '' - plast_sec_mod_y = '' - torsional_rigidity = '' - Type = '' - source = 'Custom' - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - image = '' - else: - designation = str(input_dictionary[KEY_SECSIZE][0]) - material_grade = str(input_dictionary[KEY_MATERIAL]) - section_profile = str(input_dictionary[KEY_SEC_PROFILE]) - l = str(input_dictionary[KEY_LOCATION]) - Angle_attributes = Angle(designation,material_grade) - source = str(Angle_attributes.source) - fu = str(Angle_attributes.fu) - fy = str(Angle_attributes.fy) - a = (Angle_attributes.a) - b = (Angle_attributes.b) - thickness = (Angle_attributes.thickness) - root_radius = str(Angle_attributes.root_radius) - toe_radius = str(Angle_attributes.toe_radius) - plate_thk = float(input_dictionary[KEY_PLATETHK][0]) - Type = str(Angle_attributes.type) - source = str(Angle_attributes.source) - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - if section_profile == 'Angles': - mass = str(round((Angle_attributes.mass), 2)) - area = str(round((Angle_attributes.area / 100), 2)) - Cz = str(round((Angle_attributes.Cz / 10), 2)) - Cy = str(round((Angle_attributes.Cy / 10), 2)) - mom_inertia_z = str(round((Angle_attributes.mom_inertia_z) / 10000, 2)) - mom_inertia_y = str(round((Angle_attributes.mom_inertia_y) / 10000, 2)) - mom_inertia_u = str(round((Angle_attributes.mom_inertia_u) / 10000, 2)) - mom_inertia_v = str(round((Angle_attributes.mom_inertia_v) / 10000, 2)) - rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y / 10), 2)) - rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u / 10), 2)) - rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v / 10), 2)) - elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z / 1000), 2)) - elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y / 1000), 2)) - plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z / 1000), 2)) - plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y / 1000), 2)) - torsional_rigidity = str(round((Angle_attributes.It / 10000), 2)) - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[0] - - else: - if section_profile == "Back to Back Angles": - print(section_profile, "hjcxhf") - Angle_attributes = BBAngle_Properties() - Angle_attributes.data(designation, material_grade) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[1] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[1] - Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) - Cy = "N/A" - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[2] - Cy = "N/A" - Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) - mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) - area = str(Angle_attributes.calc_Area(a, b, thickness, l)) - mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) - elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) - plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) - plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) - torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) - else: # "Star Angles": - Angle_attributes = SAngle_Properties() - # Angle_attributes.data(designation, material_grade) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[3] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[3] - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[4] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[4] - Cz = "N/A" - Cy = "N/A" - mass = str(Angle_attributes.calc_Mass(a, b,thickness, l)) - area = str(Angle_attributes.calc_Area(a, b, thickness, l)) - mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) - mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) - rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) - rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) - elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l,plate_thk)) - elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l,plate_thk)) - plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l,plate_thk)) - plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l,plate_thk)) - torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) - - # if KEY_SEC_MATERIAL in input_dictionary.keys(): - # material_grade = input_dictionary[KEY_SEC_MATERIAL] - # material_attributes = Material(material_grade) - # fu = material_attributes.fu - # fy = material_attributes.fy - - section = [] - - if input_dictionary: - designation_list = input_dictionary[KEY_SECSIZE] - else: - designation_list = [] - - t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) - section.append(t0) - - t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) - section.append(t1) - - t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) - section.append(t1) - - t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) - section.append(t1) - - t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) - section.append(t2) - - material = connectdb("Material", call_type="popup") - t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) - section.append(t34) - - t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) - section.append(t3) - - t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) - section.append(t4) - - t15 = ('Label_27', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) - section.append(t15) - - t16 = ('Label_28', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) - section.append(t16) - - t31 = ('Label_25', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) - section.append(t31) - - t32 = ('Label_26', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) - section.append(t32) - - t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) - section.append(t14) - - t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) - section.append(t29) - - t13 = (None, None, TYPE_BREAK, None, None) - section.append(t13) - - t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) - section.append(t5) - - t6 = ('Label_1', KEY_DISP_A, TYPE_TEXTBOX, None, a) - section.append(t6) - - t6 = ('Label_2', KEY_DISP_B, TYPE_TEXTBOX, None, b) - section.append(t6) - - t8 = ('Label_3', KEY_DISP_LEG_THK, TYPE_TEXTBOX, None, thickness) - section.append(t8) - - t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) - section.append(t11) - - t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) - section.append(t12) - - t12 = ('Label_0', KEY_DISP_DPPLATETHK, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) - section.append(t12) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) - section.append(t18) - - t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) - section.append(t19) - - t18 = ('Label_7', KEY_DISP_Cz, TYPE_TEXTBOX, None, Cz) - section.append(t18) - - t19 = ('Label_8', KEY_DISP_Cy, TYPE_TEXTBOX, None, Cy) - section.append(t19) - - t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) - section.append(t20) - - t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) - section.append(t21) - - # t13 = (None, None, TYPE_BREAK, None, None) - # section.append(t13) - # - # - # t18 = (None, None, TYPE_ENTER, None, None) - # section.append(t18) - - # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - # section.append(t17) - - t22 = ('Label_13', KEY_DISP_MOA_IU, TYPE_TEXTBOX, None, mom_inertia_u) - section.append(t22) - - t23 = ('Label_14', KEY_DISP_MOA_IV, TYPE_TEXTBOX, None, mom_inertia_v) - section.append(t23) - - t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) - section.append(t22) - - t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) - section.append(t23) - - t13 = (None, None, TYPE_BREAK, None, None) - section.append(t13) - - t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) - section.append(t33) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t22 = ('Label_17', KEY_DISP_ROG_RU, TYPE_TEXTBOX, None, rad_of_gy_u) - section.append(t22) - - t23 = ('Label_18', KEY_DISP_ROG_RV, TYPE_TEXTBOX, None, rad_of_gy_v) - section.append(t23) - - t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) - section.append(t24) - - t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) - section.append(t25) - - t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) - section.append(t26) - - t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) - section.append(t27) - - t27 = ('Label_23', KEY_DISP_It, TYPE_TEXTBOX, None, torsional_rigidity) - - section.append(t27) - - return section - - def tab_channel_section(self, input_dictionary): - - "In design preference, it shows other properties of section used " - "In design preference, it shows other properties of section used " - if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ - input_dictionary[KEY_MATERIAL] == 'Select Material' or \ - input_dictionary[KEY_SEC_PROFILE] not in ['Channels', 'Back to Back Channels']: - designation = '' - material_grade = '' - section_profile = '' - l = '' - fu = '' - fy = '' - mass = '' - area = '' - f_w = '' - f_t = '' - w_h = '' - w_t = '' - flange_slope = '' - root_radius = '' - toe_radius = '' - plate_thk = '' - C_y = '' - mom_inertia_z = '' - mom_inertia_y = '' - rad_of_gy_z = '' - rad_of_gy_y = '' - elast_sec_mod_z = '' - elast_sec_mod_y = '' - plast_sec_mod_z = '' - plast_sec_mod_y = '' - source = 'Custom' - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - Type='Rolled' - image = '' - It = "" - Iw = "" - - else: - designation = str(input_dictionary[KEY_SECSIZE][0]) - material_grade = str(input_dictionary[KEY_MATERIAL]) - section_profile = str(input_dictionary[KEY_SEC_PROFILE]) - l = str(input_dictionary[KEY_LOCATION]) - Channel_attributes = Channel(designation,material_grade) - source = str(Channel_attributes.source) - fu = str(Channel_attributes.fu) - fy = str(Channel_attributes.fy) - f_w = (Channel_attributes.flange_width) - f_t = (Channel_attributes.flange_thickness) - w_h = (Channel_attributes.depth) - w_t = (Channel_attributes.web_thickness) - flange_slope = float(Channel_attributes.flange_slope) - root_radius = str(Channel_attributes.root_radius) - toe_radius = str(Channel_attributes.toe_radius) - plate_thk = float(input_dictionary[KEY_PLATETHK][0]) - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - Type = str(Channel_attributes.type) - if section_profile == "Channels": - mass = str(round((Channel_attributes.mass), 2)) - area = str(round((Channel_attributes.area / 100), 2)) - C_y = str(round((Channel_attributes.Cy / 10), 2)) - mom_inertia_z = str(round((Channel_attributes.mom_inertia_z) / 10000, 2)) - mom_inertia_y = str(round((Channel_attributes.mom_inertia_y) / 10000, 2)) - rad_of_gy_z = str(round((Channel_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((Channel_attributes.rad_of_gy_y / 10), 2)) - elast_sec_mod_z = str(round((Channel_attributes.elast_sec_mod_z / 1000), 2)) - elast_sec_mod_y = str(round((Channel_attributes.elast_sec_mod_y / 1000), 2)) - plast_sec_mod_z = str(round((Channel_attributes.plast_sec_mod_z / 1000), 2)) - plast_sec_mod_y = str(round((Channel_attributes.plast_sec_mod_y / 1000), 2)) - if flange_slope != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[1] - It = str(round((Channel_attributes.It / 10000), 2)) - Iw = str(round((Channel_attributes.Iw / 1000000), 2)) - else: - Channel_attributes = BBChannel_Properties() - Channel_attributes.data(designation,material_grade) - mass = str(round(Channel_attributes.calc_Mass(f_w, f_t, w_h, w_t), 2)) - area = str(round(Channel_attributes.calc_Area(f_w, f_t, w_h, w_t), 2)) - C_y = "N/A" - mom_inertia_z = str(round(Channel_attributes.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t,plate_thk), 2)) - mom_inertia_y = str(Channel_attributes.calc_MomentOfAreaY(f_w, f_t, w_h, w_t,plate_thk)) - rad_of_gy_z = str(Channel_attributes.calc_RogZ(f_w, f_t, w_h, w_t, plate_thk)) - rad_of_gy_y = str(Channel_attributes.calc_RogY(f_w, f_t, w_h, w_t, plate_thk)) - elast_sec_mod_z = str(Channel_attributes.calc_ElasticModulusZz(f_w, f_t, w_h, w_t,plate_thk)) - elast_sec_mod_y = str(Channel_attributes.calc_ElasticModulusZy(f_w, f_t, w_h, w_t,plate_thk)) - plast_sec_mod_z = str(Channel_attributes.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t,plate_thk)) - plast_sec_mod_y = str(Channel_attributes.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t,plate_thk)) - if flange_slope != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[3] - It = str(Channel_attributes.calc_TorsionConstantIt(f_w, f_t, w_h, w_t)) - Iw = "-" - - if KEY_SEC_MATERIAL in input_dictionary.keys(): - material_grade = input_dictionary[KEY_SEC_MATERIAL] - material_attributes = Material(material_grade) - fu = material_attributes.fu - fy = material_attributes.fy - - section = [] - - if input_dictionary: - designation_list = input_dictionary[KEY_SECSIZE] - else: - designation_list = [] - - t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) - section.append(t0) - - t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) - section.append(t1) - - t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) - section.append(t1) - - t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) - section.append(t1) - - t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) - section.append(t2) - - material = connectdb("Material", call_type="popup") - t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) - section.append(t34) - - t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) - section.append(t3) - - t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) - section.append(t4) - - t15 = ('Label_7', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) - section.append(t15) - - t16 = ('Label_8', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) - section.append(t16) - - t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) - section.append(t31) - - t32 = ('Label_25', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) - section.append(t32) - - t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) - section.append(t14) - - t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) - section.append(t29) - - t28 = (None, None, TYPE_BREAK, None, None) - section.append(t28) - - t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) - section.append(t5) - - t6 = ('Label_1', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, f_w) - section.append(t6) - - t7 = ('Label_2', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, f_t) - section.append(t7) - - t8 = ('Label_3', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, w_h) - section.append(t8) - - t22 = ('Label_13', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, w_t) - section.append(t22) - - t23 = ('Label_14', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope) - section.append(t23) - - t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) - section.append(t11) - - t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) - section.append(t12) - - t12 = ('Label_0', KEY_DISP_DPPLATETHK01, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) - section.append(t12) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) - section.append(t18) - - t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) - section.append(t19) - - # t13 = (None, None, TYPE_BREAK, None, None) - # section.append(t13) - # - # - - # t18 = (None, None, TYPE_ENTER, None, None) - # section.append(t18) - # - # t18 = (None, None, TYPE_ENTER, None, None) - # section.append(t18) - - - - # t18 = (None, None, TYPE_ENTER, None, None) - # section.append(t18) - - # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - # section.append(t17) - - t20 = ('Label_17', KEY_DISP_Cy, TYPE_TEXTBOX, None, C_y) - section.append(t20) - - t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) - section.append(t20) - - t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) - section.append(t21) - - t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) - section.append(t22) - - t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) - section.append(t23) - - t28 = (None, None, TYPE_BREAK, None, None) - section.append(t28) - - t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) - section.append(t33) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) - section.append(t24) - - t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) - section.append(t25) - - t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) - section.append(t26) - - t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) - section.append(t27) - - t27 = ('Label_26', KEY_DISP_It, TYPE_TEXTBOX, None, It) - section.append(t27) - - t27 = ('Label_27', KEY_DISP_Iw, TYPE_TEXTBOX, None, Iw) - section.append(t27) - - return section - - - def get_new_angle_section_properties(self): - - designation = self[0] - material_grade = self[1] - l = self[3][KEY_LOCATION] - section_profile = self[3][KEY_SEC_PROFILE] - plate_thk = float(self[2]) - Angle_attributes = Angle(designation, material_grade) - source = str(Angle_attributes.source) - fu = str(Angle_attributes.fu) - fy = str(Angle_attributes.fy) - a = (Angle_attributes.a) - b = (Angle_attributes.b) - thickness = (Angle_attributes.thickness) - root_radius = str(Angle_attributes.root_radius) - toe_radius = str(Angle_attributes.toe_radius) - Type = str(Angle_attributes.type) - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - if section_profile == 'Angles': - mass = str(round((Angle_attributes.mass),2)) - area = str(round((Angle_attributes.area/100),2)) - Cz = str(round((Angle_attributes.Cz/10),2)) - Cy = str(round((Angle_attributes.Cy/10),2)) - mom_inertia_z = str(round((Angle_attributes.mom_inertia_z)/10000,2)) - mom_inertia_y = str(round((Angle_attributes.mom_inertia_y)/10000,2)) - mom_inertia_u = str(round((Angle_attributes.mom_inertia_u)/10000,2)) - mom_inertia_v = str(round((Angle_attributes.mom_inertia_v)/10000,2)) - rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z/10),2)) - rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y/10),2)) - rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u/10),2)) - rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v/10),2)) - elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z/1000),2)) - elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y/1000),2)) - plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z/1000),2)) - plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y/1000),2)) - torsional_rigidity = str(round((Angle_attributes.It/10000),2)) - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[0] - else: - # Angle_attributes = Angle(designation, material_grade) - if section_profile == "Back to Back Angles": - print(section_profile, "hjcxhf") - Angle_attributes = BBAngle_Properties() - Angle_attributes.data(designation, material_grade) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[1] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[1] - Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) - Cy = "N/A" - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[2] - Cy = "N/A" - Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) - mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) - area = str(Angle_attributes.calc_Area(a, b, thickness, l)) - - mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) - elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) - plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) - plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) - torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) - else: # "Star Angles": - Angle_attributes = SAngle_Properties() - Angle_attributes.data(designation, material_grade) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[3] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[3] - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[4] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[4] - Cz = "N/A" - Cy = "N/A" - mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) - area = str(Angle_attributes.calc_Area(a, b,thickness, l)) - - mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) - mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) - mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) - mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) - rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) - rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) - rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) - rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) - elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) - elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) - plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) - plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) - torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) - - d = { - KEY_SECSIZE_SELECTED:designation, - KEY_SEC_MATERIAL: material_grade, - KEY_SEC_FY:fy, - KEY_SEC_FU:fu, - 'Label_1': a, - 'Label_2': b, - 'Label_3':thickness, - 'Label_4':root_radius, - 'Label_5':toe_radius, - 'Label_0': plate_thk, - 'Label_6':Type, - 'Label_7': Cz, - 'Label_8': Cy, - 'Label_9':mass, - 'Label_10':area, - 'Label_11':mom_inertia_z, - 'Label_12':mom_inertia_y, - 'Label_13':mom_inertia_u, - 'Label_14':mom_inertia_v, - 'Label_15':rad_of_gy_z, - 'Label_16':rad_of_gy_y, - 'Label_17':rad_of_gy_u, - 'Label_18':rad_of_gy_v, - 'Label_19':elast_sec_mod_z, - 'Label_20':elast_sec_mod_y, - 'Label_21':plast_sec_mod_z, - 'Label_22':plast_sec_mod_y, - 'Label_23':torsional_rigidity, - 'Label_24':source - ,KEY_IMAGE:image - } - return d - - def get_new_channel_section_properties(self): - designation = self[0] - material_grade = self[1] - # sl = self[2] - l = self[3][KEY_LOCATION] - section_profile = self[3][KEY_SEC_PROFILE] - plate_thk = float(self[2]) - Channel_attributes = Channel(designation, material_grade) - source = str(Channel_attributes.source) - Type = str(Channel_attributes.type) - fu = str(Channel_attributes.fu) - fy = str(Channel_attributes.fy) - f_w = (Channel_attributes.flange_width) - f_t = (Channel_attributes.flange_thickness) - w_h = (Channel_attributes.depth) - w_t = (Channel_attributes.web_thickness) - flange_slope = (Channel_attributes.flange_slope) - root_radius = str(Channel_attributes.root_radius) - toe_radius = str(Channel_attributes.toe_radius) - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - if section_profile == "Channels": - mass = str(round((Channel_attributes.mass), 2)) - area = str(round((Channel_attributes.area / 100), 2)) - C_y = str(round((Channel_attributes.Cy / 10), 2)) - mom_inertia_z = str(round((Channel_attributes.mom_inertia_z) / 10000, 2)) - mom_inertia_y = str(round((Channel_attributes.mom_inertia_y) / 10000, 2)) - rad_of_gy_z = str(round((Channel_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((Channel_attributes.rad_of_gy_y / 10), 2)) - elast_sec_mod_z = str(round((Channel_attributes.elast_sec_mod_z / 1000), 2)) - elast_sec_mod_y = str(round((Channel_attributes.elast_sec_mod_y / 1000), 2)) - plast_sec_mod_z = str(round((Channel_attributes.plast_sec_mod_z / 1000), 2)) - plast_sec_mod_y = str(round((Channel_attributes.plast_sec_mod_y / 1000), 2)) - if flange_slope != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[1] - # if Channel_attributes.It = "N/A": - # It = str(Channel_attributes.It ) - # else: - It = str(round((Channel_attributes.It / 10000), 2)) - Iw = str(round((Channel_attributes.Iw/ 1000000), 2)) - else: - Channel_attributes = BBChannel_Properties() - Channel_attributes.data(designation,material_grade) - mass = str(Channel_attributes.calc_Mass(f_w, f_t, w_h, w_t)) - area = str(Channel_attributes.calc_Area(f_w, f_t, w_h, w_t)) - C_y = "N/A" - mom_inertia_z = str(Channel_attributes.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t,plate_thk)) - mom_inertia_y = str(Channel_attributes.calc_MomentOfAreaY(f_w, f_t, w_h, w_t,plate_thk)) - rad_of_gy_z = str(Channel_attributes.calc_RogZ(f_w, f_t, w_h, w_t,plate_thk)) - rad_of_gy_y = str(Channel_attributes.calc_RogY(f_w, f_t, w_h, w_t,plate_thk)) - elast_sec_mod_z = str(Channel_attributes.calc_ElasticModulusZz(f_w, f_t, w_h, w_t,plate_thk)) - elast_sec_mod_y = str(Channel_attributes.calc_ElasticModulusZy(f_w, f_t, w_h, w_t,plate_thk)) - plast_sec_mod_z = str(Channel_attributes.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t,plate_thk)) - plast_sec_mod_y = str(Channel_attributes.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t,plate_thk)) - if flange_slope != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[3] - It = str(Channel_attributes.calc_TorsionConstantIt(f_w, f_t, w_h, w_t)) - Iw = "-" - - d = { - KEY_SECSIZE_SELECTED: designation, - KEY_SEC_MATERIAL: material_grade, - KEY_SEC_FY: fy, - KEY_SEC_FU: fu, - 'Label_1': str(f_w), - 'Label_2': str(f_t), - 'Label_3': str(w_h), - 'Label_13': str(w_t), - 'Label_14': str(flange_slope), - 'Label_5': str(toe_radius), - 'Label_6': str(Type), - 'Label_4': str(root_radius), - 'Label_0': str(plate_thk), - 'Label_9': str(mass), - 'Label_10': str(area), - 'Label_11': str(mom_inertia_z), - 'Label_12': str(mom_inertia_y), - 'Label_15': str(rad_of_gy_z), - 'Label_16': str(rad_of_gy_y), - 'Label_17': str(C_y), - 'Label_19': str(elast_sec_mod_z), - 'Label_20': str(elast_sec_mod_y), - 'Label_21': str(plast_sec_mod_z), - 'Label_22': str(plast_sec_mod_y), - 'Label_23': str(source), - 'Label_26': str(It), - 'Label_27': str(Iw), - KEY_IMAGE: image - } - return d - - def get_Angle_sec_properties(self): - if '' in self: - mass = '' - area = '' - Cz = '' - Cy = '' - moa_z = '' - moa_y = '' - moa_u = '' - moa_v = '' - rog_z = '' - rog_y = '' - rog_u = '' - rog_v = '' - em_z = '' - em_y = '' - pm_z = '' - pm_y = '' - I_t = '' - image = '' - else: - a = float(self[0]) - b = float(self[1]) - t = float(self[2]) - # plate_thk = float(self[3][KEY_PLATETHK][0]) - plate_thk = float(self[3]) - - l = self[4][KEY_LOCATION] - p = self[4][KEY_SEC_PROFILE] - - if p == "Angles": - sec_prop = Single_Angle_Properties() - mass = sec_prop.calc_Mass(a, b, t, l) - area = sec_prop.calc_Area(a, b, t, l) - Cz = sec_prop.calc_Cz(a, b, t, l) - Cy = sec_prop.calc_Cy(a, b, t, l) - moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l) - moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l) - # a = sec_prop.calc_MomentOfAreaYZ(a, b, t, l) - moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l) - moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l) - rog_z = sec_prop.calc_RogZ(a, b, t, l) - rog_y = sec_prop.calc_RogY(a, b, t, l) - rog_u = sec_prop.calc_RogU(a, b, t, l) - rog_v = sec_prop.calc_RogV(a, b, t, l) - em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l) - em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l) - pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l) - pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l) - I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[0] - - elif p == "Back to Back Angles": - sec_prop = BBAngle_Properties() - mass = sec_prop.calc_Mass(a, b, t, l) - area = sec_prop.calc_Area(a, b, t, l) - if l == "Long Leg": - Cz = sec_prop.calc_Cz(a, b, t, l) - Cy = "N/A" - else: - Cz = sec_prop.calc_Cz(a, b, t, l) - Cy = "N/A" - moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) - moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) - moa_u = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) - moa_v = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) - rog_z = sec_prop.calc_RogZ(a, b, t, l, plate_thk) - rog_y = sec_prop.calc_RogY(a, b, t, l, plate_thk) - rog_u = sec_prop.calc_RogY(a, b, t, l, plate_thk) - rog_v = sec_prop.calc_RogZ(a, b, t, l, plate_thk) - em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) - em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) - pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) - pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) - I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[1] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[1] - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[2] - else: - sec_prop = SAngle_Properties() - mass = sec_prop.calc_Mass(a, b, t, l) - area = sec_prop.calc_Area(a, b, t, l) - Cz = "N/A" - Cy = "N/A" - moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) - moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) - moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l,plate_thk) - moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l,plate_thk) - rog_z = sec_prop.calc_RogZ(a, b, t, l,plate_thk) - rog_y = sec_prop.calc_RogY(a, b, t, l,plate_thk) - rog_u = sec_prop.calc_RogU(a, b, t, l,plate_thk) - rog_v = sec_prop.calc_RogV(a, b, t, l,plate_thk) - em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) - em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) - pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) - pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) - I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) - if l == "Long Leg": - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[3] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[3] - else: - if a == b: - image = VALUES_IMG_TENSIONBOLTED_DF01[4] - else: - image = VALUES_IMG_TENSIONBOLTED_DF02[4] - - d = {'Label_9': str(mass), - 'Label_10': str(area), - 'Label_7': str(Cz), - 'Label_8': str(Cy), - 'Label_11': str(moa_z), - 'Label_12': str(moa_y), - 'Label_13': str(moa_u), - 'Label_14': str(moa_v), - 'Label_15': str(rog_z), - 'Label_16': str(rog_y), - 'Label_17': str(rog_u), - 'Label_18': str(rog_v), - 'Label_19': str(em_z), - 'Label_20': str(em_y), - 'Label_21': str(pm_z), - 'Label_22': str(pm_y), - 'Label_23': str(I_t) - ,KEY_IMAGE: image - } - - return d - - def get_Channel_sec_properties(self): - - if '' in self: - mass = '' - area = '' - C_y = '' - moa_z = '' - moa_y = '' - - rog_z = '' - rog_y = '' - - em_z = '' - em_y = '' - pm_z = '' - pm_y = '' - - It = '' - Iw = '' - image ='' - - else: - f_w = float(self[0]) - f_t = float(self[1]) - w_h = float(self[2]) - w_t = float(self[3]) - sl = float(self[4]) - plate_thk = float(self[5][KEY_PLATETHK][0]) - l = self[5][KEY_LOCATION] - p = self[5][KEY_SEC_PROFILE] - - if p =="Channels": - sec_prop = Single_Channel_Properties() - mass = sec_prop.calc_Mass(f_w, f_t, w_h, w_t) - area = sec_prop.calc_Area(f_w, f_t, w_h, w_t) - C_y = sec_prop.calc_C_y(f_w, f_t, w_h, w_t) - moa_z = sec_prop.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t) - moa_y = sec_prop.calc_MomentOfAreaY(f_w, f_t, w_h, w_t) - - rog_z = sec_prop.calc_RogZ(f_w, f_t, w_h, w_t) - rog_y = sec_prop.calc_RogY(f_w, f_t, w_h, w_t) - - em_z = sec_prop.calc_ElasticModulusZz(f_w, f_t, w_h, w_t) - em_y = sec_prop.calc_ElasticModulusZy(f_w, f_t, w_h, w_t) - pm_z = sec_prop.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t) - pm_y = sec_prop.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t) - It = sec_prop.calc_TorsionConstantIt(f_w, f_t, w_h, w_t) - Iw = 0 - if sl != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[0] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[1] - - else: - sec_prop = BBChannel_Properties() - mass = sec_prop.calc_Mass(f_w, f_t, w_h, w_t) - area = sec_prop.calc_Area(f_w, f_t, w_h, w_t) - C_y = "N/A" - moa_z = sec_prop.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t, plate_thk) - moa_y = sec_prop.calc_MomentOfAreaY(f_w, f_t, w_h, w_t, plate_thk) - - rog_z = sec_prop.calc_RogZ(f_w, f_t, w_h, w_t,plate_thk) - rog_y = sec_prop.calc_RogY(f_w, f_t, w_h, w_t,plate_thk) - - em_z = sec_prop.calc_ElasticModulusZz(f_w, f_t, w_h, w_t, plate_thk) - em_y = sec_prop.calc_ElasticModulusZy(f_w, f_t, w_h, w_t, plate_thk) - pm_z = sec_prop.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t, plate_thk) - pm_y = sec_prop.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t, plate_thk) - - It = sec_prop.calc_TorsionConstantIt(f_w, f_t, w_h, w_t) - Iw = "-" - if sl != 90: - image = VALUES_IMG_TENSIONBOLTED_DF03[2] - else: - image = VALUES_IMG_TENSIONBOLTED_DF03[3] - - - d = {'Label_9': str(mass), - 'Label_10': str(area), - 'Label_11': str(moa_z), - 'Label_12': str(moa_y), - 'Label_15': str(rog_z), - 'Label_16': str(rog_y), - 'Label_17': str(C_y), - 'Label_19': str(em_z), - 'Label_20': str(em_y), - 'Label_21': str(pm_z), - 'Label_22': str(pm_y), - 'Label_26': str(It), - 'Label_27': str(Iw), - KEY_IMAGE : image - } - - return d - - def tab_section(self, input_dictionary): - - "In design preference, it shows other properties of section used " - - if not input_dictionary or input_dictionary[KEY_SECSIZE] == 'Select Section' or \ - input_dictionary[KEY_MATERIAL] == 'Select Material': - designation = '' - material_grade = '' - source = 'Custom' - fu = '' - fy = '' - depth = '' - flange_width = '' - flange_thickness = '' - web_thickness = '' - flange_slope = '' - root_radius = '' - toe_radius = '' - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - mass = '' - area = '' - mom_inertia_z = '' - mom_inertia_y = '' - rad_of_gy_z = '' - rad_of_gy_y = '' - elast_sec_mod_z = '' - elast_sec_mod_y = '' - plast_sec_mod_z = '' - plast_sec_mod_y = '' - torsion_const = '' - warping_const = '' - - image = '' - - - else: - designation = str(input_dictionary[KEY_SECSIZE][0]) - material_grade = str(input_dictionary[KEY_MATERIAL]) - m_o_e = "200" - m_o_r = "76.9" - p_r = "0.3" - t_e = "12" - image = VALUES_IMG_BEAM[0] - if designation in connectdb("RHS", call_type="popup"): - RHS_sec_attributes = RHS(designation, material_grade) - fu = str(RHS_sec_attributes.fu) - fy = str(RHS_sec_attributes.fy) - source = str(RHS_sec_attributes.source) - depth = str(RHS_sec_attributes.depth) - width = str(RHS_sec_attributes.flange_width) - thickness = str(RHS_sec_attributes.flange_thickness) - mass = str(RHS_sec_attributes.mass) - area = str(round((RHS_sec_attributes.area / 10 ** 2), 2)) - mom_inertia_z = str(round((RHS_sec_attributes.mom_inertia_z / 10 ** 4), 2)) - mom_inertia_y = str(round((RHS_sec_attributes.mom_inertia_y / 10 ** 4), 2)) - rad_of_gy_z = str(round((RHS_sec_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((RHS_sec_attributes.rad_of_gy_y / 10), 2)) - elast_sec_mod_z = str(round((RHS_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) - elast_sec_mod_y = str(round((RHS_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) - plast_sec_mod_z = str(round((RHS_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) - plast_sec_mod_y = str(round((RHS_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) - image = VALUES_IMG_HOLLOWSECTION[1] - elif designation in connectdb("SHS", call_type="popup"): - SHS_sec_attributes = SHS(designation, material_grade) - fu = str(SHS_sec_attributes.fu) - fy = str(SHS_sec_attributes.fy) - source = str(SHS_sec_attributes.source) - depth = str(SHS_sec_attributes.depth) - width = str(SHS_sec_attributes.flange_width) - thickness = str(SHS_sec_attributes.flange_thickness) - mass = str(SHS_sec_attributes.mass) - area = str(round((SHS_sec_attributes.area / 10 ** 2), 2)) - mom_inertia_z = str(round((SHS_sec_attributes.mom_inertia_z / 10 ** 4), 2)) - mom_inertia_y = str(round((SHS_sec_attributes.mom_inertia_y / 10 ** 4), 2)) - rad_of_gy_z = str(round((SHS_sec_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((SHS_sec_attributes.rad_of_gy_y / 10), 2)) - elast_sec_mod_z = str(round((SHS_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) - elast_sec_mod_y = str(round((SHS_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) - plast_sec_mod_z = str(round((SHS_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) - plast_sec_mod_y = str(round((SHS_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) - image = VALUES_IMG_HOLLOWSECTION[0] - elif designation in connectdb("CHS", call_type="popup"): - CHS_sec_attributes = CHS(designation, material_grade) - fu = str(CHS_sec_attributes.fu) - fy = str(CHS_sec_attributes.fy) - source = str(CHS_sec_attributes.source) - nominal_bore = str(CHS_sec_attributes.nominal_bore) - out_diameter = str(CHS_sec_attributes.out_diameter) - thickness = str(CHS_sec_attributes.flange_thickness) - mass = str(CHS_sec_attributes.mass) - area = str(round((CHS_sec_attributes.area / 10 ** 2), 2)) - internal_vol = str(CHS_sec_attributes.internal_vol) - mom_inertia = str(CHS_sec_attributes.mom_inertia) - rad_of_gy = str(round((CHS_sec_attributes.rad_of_gy / 10), 2)) - elast_sec_mod = str(round((CHS_sec_attributes.elast_sec_mod / 10 ** 3), 2)) - image = VALUES_IMG_HOLLOWSECTION[2] - else: - I_sec_attributes = ISection(designation) - table = "Beams" if designation in connectdb("Beams", "popup") else "Columns" - I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) - source = str(I_sec_attributes.source) - fu = str(I_sec_attributes.fu) - fy = str(I_sec_attributes.fy) - depth = str(I_sec_attributes.depth) - flange_width = str(I_sec_attributes.flange_width) - flange_thickness = str(I_sec_attributes.flange_thickness) - web_thickness = str(I_sec_attributes.web_thickness) - flange_slope = float(I_sec_attributes.flange_slope) - root_radius = str(I_sec_attributes.root_radius) - toe_radius = str(I_sec_attributes.toe_radius) - mass = str(I_sec_attributes.mass) - area = str(round((I_sec_attributes.area / 10 ** 2), 2)) - mom_inertia_z = str(round((I_sec_attributes.mom_inertia_z / 10 ** 4), 2)) - mom_inertia_y = str(round((I_sec_attributes.mom_inertia_y / 10 ** 4), 2)) - rad_of_gy_z = str(round((I_sec_attributes.rad_of_gy_z / 10), 2)) - rad_of_gy_y = str(round((I_sec_attributes.rad_of_gy_y / 10), 2)) - elast_sec_mod_z = str(round((I_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) - elast_sec_mod_y = str(round((I_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) - plast_sec_mod_z = str(round((I_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) - plast_sec_mod_y = str(round((I_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) - torsion_const = str(round((I_sec_attributes.It / 10 ** 4), 2)) - warping_const = str(round((I_sec_attributes.Iw / 10 ** 6), 2)) - if flange_slope != 90: - image = VALUES_IMG_BEAM[0] - else: - image = VALUES_IMG_BEAM[1] - - if KEY_SEC_MATERIAL in input_dictionary.keys(): - material_grade = input_dictionary[KEY_SEC_MATERIAL] - material_attributes = Material(material_grade) - fu = material_attributes.fu - fy = material_attributes.fy - - section = [] - - if input_dictionary: - designation_list = input_dictionary[KEY_SECSIZE] - else: - designation_list = [] - - t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) - section.append(t0) - - t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) - section.append(t1) - - t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) - section.append(t2) - - material = connectdb("Material", call_type="popup") - t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) - section.append(t34) - - t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) - section.append(t3) - - t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) - section.append(t4) - - t15 = ('Label_9', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) - section.append(t15) - - t16 = ('Label_10', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) - section.append(t16) - - t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) - section.append(t31) - - t32 = ('Label_23', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) - section.append(t32) - - t14 = ('Label_8', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], 'Rolled') - section.append(t14) - - t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) - section.append(t29) - - t13 = (None, None, TYPE_BREAK, None, None) - section.append(t13) - - t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) - section.append(t5) - - if designation in connectdb("RHS", call_type="popup") or designation in connectdb("SHS", call_type="popup"): - - t6 = ('Label_HS_1', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, depth) - section.append(t6) - - t7 = ('Label_HS_2', KEY_DISP_WIDTH, TYPE_TEXTBOX, None, width) - section.append(t7) - - t8 = ('Label_HS_3', KEY_DISP_THICKNESS, TYPE_TEXTBOX, None, thickness) - section.append(t8) - - elif designation in connectdb("CHS", call_type="popup"): - - t6 = ('Label_CHS_1', KEY_DISP_NB, TYPE_TEXTBOX, None, nominal_bore) - section.append(t6) - - t7 = ('Label_CHS_2', KEY_DISP_OD, TYPE_TEXTBOX, None, out_diameter) - section.append(t7) - - t8 = ('Label_CHS_3', KEY_DISP_THICKNESS, TYPE_TEXTBOX, None, thickness) - section.append(t8) - - else: - - t6 = ('Label_1', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, depth) - section.append(t6) - - t7 = ('Label_2', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, flange_width) - section.append(t7) - - t8 = ('Label_3', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, flange_thickness) - section.append(t8) - - t9 = ('Label_4', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, web_thickness) - section.append(t9) - - t10 = ('Label_5', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope) - section.append(t10) - - t11 = ('Label_6', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) - section.append(t11) - - t12 = ('Label_7', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) - section.append(t12) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - if designation in connectdb("RHS", call_type="popup") or designation in connectdb("SHS", call_type="popup"): - - t18 = ('Label_HS_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) - section.append(t18) - - t19 = ('Label_HS_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) - section.append(t19) - - t20 = ('Label_HS_13', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) - section.append(t20) - - t21 = ('Label_HS_14', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) - section.append(t21) - - t22 = ('Label_HS_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) - section.append(t22) - - t23 = ('Label_HS_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) - section.append(t23) - - t24 = ('Label_HS_17', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) - section.append(t24) - - t25 = ('Label_HS_18', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) - section.append(t25) - - t28 = (None, None, TYPE_BREAK, None, None) - section.append(t28) - - t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) - section.append(t33) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t26 = ('Label_HS_19', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) - section.append(t26) - - t27 = ('Label_HS_20', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) - section.append(t27) - - elif designation in connectdb("CHS", call_type="popup"): - - t18 = ('Label_CHS_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) - section.append(t18) - - t19 = ('Label_CHS_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) - section.append(t19) - - t20 = ('Label_CHS_13', KEY_DISP_IV, TYPE_TEXTBOX, None, internal_vol) - section.append(t20) - - t21 = ('Label_HS_14', KEY_DISP_MOA, TYPE_TEXTBOX, None, mom_inertia) - section.append(t21) - - t23 = ('Label_HS_15', KEY_DISP_ROG, TYPE_TEXTBOX, None, rad_of_gy) - section.append(t23) - - t24 = ('Label_HS_16', KEY_DISP_SM, TYPE_TEXTBOX, None, elast_sec_mod) - section.append(t24) - - t28 = (None, None, TYPE_BREAK, None, None) - section.append(t28) - - t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) - section.append(t33) - - else: - - t18 = ('Label_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) - section.append(t18) - - t19 = ('Label_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) - section.append(t19) - - t20 = ('Label_13', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) - section.append(t20) - - t21 = ('Label_14', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) - section.append(t21) - - t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) - section.append(t22) - - t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) - section.append(t23) - - t24 = ('Label_17', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) - section.append(t24) - - t25 = ('Label_18', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) - section.append(t25) - - t28 = (None, None, TYPE_BREAK, None, None) - section.append(t28) - - t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) - section.append(t33) - - t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) - section.append(t17) - - t26 = ('Label_19', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) - section.append(t26) - - t27 = ('Label_20', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) - section.append(t27) - - t26 = ('Label_21', KEY_DISP_It, TYPE_TEXTBOX, None, torsion_const) - section.append(t26) - - t27 = ('Label_22', KEY_DISP_Iw, TYPE_TEXTBOX, None, warping_const) - section.append(t27) - - return section - - - def get_fu_fy_I_section(self): - material_grade = self[0] - designation = self[1][KEY_SECSIZE] - - fu = '' - fy = '' - if material_grade != "Select Material" and designation != "Select Section": - table = "Beams" if designation in connectdb("Beams", "popup") else "Columns" - I_sec_attributes = ISection(designation) - I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) - fu = str(I_sec_attributes.fu) - fy = str(I_sec_attributes.fy) - else: - pass - - d = {KEY_SUPTNGSEC_FU: fu, - KEY_SUPTNGSEC_FY: fy, - KEY_SUPTDSEC_FU: fu, - KEY_SUPTDSEC_FY: fy, - KEY_SEC_FU: fu, - KEY_SEC_FY: fy} - - return d - - def get_fu_fy_section(self): - material_grade = self[0] - designation = self[2][KEY_SECSIZE_SELECTED] - # designation = self[1][KEY_SECSIZE][0] - profile = self[1][KEY_SEC_PROFILE] - - if material_grade != "Select Material" and designation != "": - if profile in ['Angles', 'Back to Back Angles', 'Star Angles']: - Angle_sec_attributes = Angle(designation,material_grade) - Angle_sec_attributes.connect_to_database_update_other_attributes_angles(designation, material_grade) - fu = str(Angle_sec_attributes.fu) - fy = str(Angle_sec_attributes.fy) - elif profile in ['Channels', 'Back to Back Channels']: - Channel_Attributes = Channel(designation,material_grade) - Channel_Attributes.connect_to_database_update_other_attributes_channels(designation, material_grade) - fu = str(Channel_Attributes.fu) - fy = str(Channel_Attributes.fy) - elif profile in ['Beams']: - table = "Beams" - I_sec_attributes = ISection(designation) - I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) - fu = str(I_sec_attributes.fu) - fy = str(I_sec_attributes.fy) - else: - table = "Columns" - I_sec_attributes = ISection(designation) - I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) - fu = str(I_sec_attributes.fu) - fy = str(I_sec_attributes.fy) - else: - fu = '' - fy = '' - - d = {KEY_SEC_MATERIAL:material_grade, - KEY_SUPTNGSEC_FU: fu, - KEY_SUPTNGSEC_FY: fy, - KEY_SUPTDSEC_FU: fu, - KEY_SUPTDSEC_FY: fy, - KEY_SEC_FU: fu, - KEY_SEC_FY: fy, - KEY_BASE_PLATE_FU: fu, - KEY_BASE_PLATE_FY: fy} - - return d - - def get_fu_fy(self): - material_grade = self[0] - - if material_grade != "Select Material": - m_conn = Material(material_grade) - fu_conn = m_conn.fu - fy_20 = m_conn.fy_20 - fy_20_40 = m_conn.fy_20_40 - fy_40 = m_conn.fy_40 - else: - fu_conn = '' - fy_20 = '' - fy_20_40 = '' - fy_40 = '' - - d = { - KEY_CONNECTOR_FU: fu_conn, - KEY_CONNECTOR_FY_20: fy_20, - KEY_CONNECTOR_FY_20_40: fy_20_40, - KEY_CONNECTOR_FY_40: fy_40} - - return d - - def edit_tabs(self): - """ - - :return: This function is used when the whole tab is conditional i.e., to be changed based on the change in - input dock key. - This returns a list of tuples which contains the key whose change will decide the tab, title of the tab, - function to get tab contents and Type of change (It can be changed(TYPE_CHANGE_TAB) or removed(TYPE_REMOVE_TAB)) - - [Title of tab, Key of input dock, Type of change, function of tab] - - the function of tab has inbuilt arguments of key of input dock passed in this tuple - the fucntion returns name of tab to be displayed. So this fucntion returns list in this format, - [current tab name, key that may cause the change, changed/removed, new tab name] - """ - - edit_list = [] - - t1 = (DISP_TITLE_ANGLE, KEY_SEC_PROFILE, TYPE_REMOVE_TAB, self.get_selected_tab) - edit_list.append(t1) - - t1 = (DISP_TITLE_CHANNEL, KEY_SEC_PROFILE, TYPE_REMOVE_TAB, self.get_selected_tab) - edit_list.append(t1) - - return edit_list - - def get_selected_tab(self): - """ - - :return: This function have key value passed in self. This return name of the tab selected - based on the value of the key passed. - """ - if self in ['Angles', 'Back to Back Angles', 'Star Angles']: - return DISP_TITLE_ANGLE - elif self in [ 'Channels', 'Back to Back Channels']: - return DISP_TITLE_CHANNEL - elif self in['Beams']: - return KEY_DISP_BEAMSEC - else: - return KEY_DISP_COLSEC - - def get_values_for_design_pref(self, key, design_dictionary): - """ - This is used to get default values for design preferences. This is called to get design dictionary, - when design preferences are not opened by the user. (Usually, design preferences is added to input dictionary - when user clicks on 'save' of design preferences) - :param key: list of keys of design preferences to be stored - :param design_dictionary: Input dock design dictionary (since for some keys, input dock values are default) - :return: returns a design preference dictionary which will be appended to input dock dictionary - """ - - if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL], 41).fu - else: - fu = '' - - val = {KEY_DP_BOLT_TYPE: "Pretensioned", - KEY_DP_BOLT_HOLE_TYPE: "Standard", - KEY_DP_BOLT_SLIP_FACTOR: str(0.3), - KEY_DP_WELD_MATERIAL_G_O: fu, - KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, - KEY_DP_WELD_MATERIAL_G_O: str(fu), - KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '0', - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', - KEY_DP_DESIGN_METHOD: "Limit State Design", - KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) - }[key] - - return val - - def refresh_input_dock(self): - - add_buttons = [] - - t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Angles', 'Back to Back Angles', 'Star Angles'], "Angles") - add_buttons.append(t1) - - t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Channels', 'Back to Back Channels'], "Channels") - add_buttons.append(t1) - - t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Beams'], "Beams") - add_buttons.append(t1) - - t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Columns'], "Columns") - add_buttons.append(t1) - - return add_buttons - - def detailing_values(self, input_dictionary): - - values = {KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', - KEY_DP_DETAILING_GAP:"0", - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No'} - - for key in values.keys(): - if key in input_dictionary.keys(): - values[key] = input_dictionary[key] - - detailing = [] - - t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, - ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], - values[KEY_DP_DETAILING_EDGE_TYPE]) - detailing.append(t1) - - t2 = (KEY_DP_DETAILING_GAP, KEY_DISP_DP_DETAILING_GAP, TYPE_TEXTBOX, None, values[KEY_DP_DETAILING_GAP]) - detailing.append(t2) - - t3 = (KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES, TYPE_COMBOBOX, - ['No', 'Yes'], values[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) - detailing.append(t3) - - t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION, None) - detailing.append(t4) - - return detailing - - - ######################################## - # Design Preference Functions End - ######################################## - - - # def customized_input(self): - # - # list1 = [] - # t1 = (KEY_GRD, self.grdval_customized) - # list1.append(t1) - # t3 = (KEY_D, self.diam_bolt_customized) - # list1.append(t3) - # t6 = (KEY_PLATETHK, self.plate_thick_customized) - # list1.append(t6) - # # t8 = (KEY_SIZE, self.size_customized) - # # list1.append(t8) - # return list1 - - @staticmethod - def grdval_customized(): - b = VALUES_GRD_CUSTOMIZED - return b - - @staticmethod - def diam_bolt_customized(): - c = connectdb1() - return c - - @staticmethod - def plate_thick_customized(): - d = VALUES_PLATETHK_CUSTOMIZED - return d - - # - # @staticmethod - # def size_customized(): - # d = VALUES_SIZE_CUSTOMIZED - # return d - - # def input_value_changed(self): - # pass - - def set_input_values(self, design_dictionary): - pass - # self.mainmodule = "Tension" - # self.connectivity = design_dictionary[KEY_CONN] - - # if self.connectivity in VALUES_CONN_1: - # self.supporting_section = Column(designation=design_dictionary[KEY_SUPTNGSEC], material_grade=design_dictionary[KEY_MATERIAL]) - # else: - # self.supporting_section = Beam(designation=design_dictionary[KEY_SUPTNGSEC], material_grade=design_dictionary[KEY_MATERIAL]) - - - def new_material(self): - - selected_material = self[0] - if selected_material in ["Custom","Custom Section"]: - return True - else: - return False - - ###################################### - # Function for individual component calls in 3D view - ###################################### - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t1 = ('Member', self.call_3DMember) - components.append(t1) - - t2 = ('Plate', self.call_3DPlate) - components.append(t2) - - t3 = ('Endplate', self.call_3DEndplate) - components.append(t3) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Plate", bgcolor) - - def call_3DMember(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Member': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Member", bgcolor) - - - def call_3DEndplate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'Endplate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Endplate", bgcolor) \ No newline at end of file diff --git a/docker-compose.prod.yml b/docker-compose.prod.yml new file mode 100644 index 000000000..3e9573907 --- /dev/null +++ b/docker-compose.prod.yml @@ -0,0 +1,200 @@ +services: + db: + image: postgres:14-alpine + restart: unless-stopped + environment: + POSTGRES_USER: ${DATABASE_USER:-osdagdeveloper} + POSTGRES_PASSWORD: ${DATABASE_PASSWORD:-changeme} + POSTGRES_DB: ${DATABASE_NAME:-osdagdeveloper} + volumes: + - postgres_data:/var/lib/postgresql/data + healthcheck: + test: ["CMD-SHELL", "pg_isready -U ${DATABASE_USER:-osdagdeveloper} -d ${DATABASE_NAME:-osdagdeveloper}"] + interval: 10s + timeout: 5s + retries: 5 + + redis: + image: redis:7-alpine + restart: unless-stopped + volumes: + - redis_data:/data + healthcheck: + test: ["CMD", "redis-cli", "ping"] + interval: 10s + timeout: 5s + retries: 5 + + backend: + build: + context: . + dockerfile: Dockerfile + restart: unless-stopped + environment: + PYTHONPATH: /app + DEBUG: "False" + SECRET_KEY: ${SECRET_KEY:-changeme} + ALLOWED_HOSTS: ${ALLOWED_HOSTS:-localhost,127.0.0.1,backend,frontend} + DATABASE_NAME: ${DATABASE_NAME:-osdagdeveloper} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-changeme} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-true} + volumes: + - static_volume:/app/staticfiles + - media_volume:/app/media + - osifiles_volume:/app/osifiles + - file_storage_volume:/app/file_storage + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + command: > + bash -c "/opt/conda/envs/osdag_env/bin/python manage.py migrate && + /opt/conda/envs/osdag_env/bin/python manage.py collectstatic --noinput && + /opt/conda/envs/osdag_env/bin/python populate_database.py && + exec /opt/conda/envs/osdag_env/bin/gunicorn config.asgi:application + --bind 0.0.0.0:8000 + --workers 4 + --worker-class uvicorn.workers.UvicornWorker + --timeout 60" + expose: + - "8000" + + celery_worker_calc: + build: + context: . + dockerfile: Dockerfile + restart: unless-stopped + environment: + PYTHONPATH: /app + DEBUG: "False" + SECRET_KEY: ${SECRET_KEY:-changeme} + DATABASE_NAME: ${DATABASE_NAME:-osdagdeveloper} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-changeme} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-true} + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + command: bash -c "exec /opt/conda/envs/osdag_env/bin/celery -A config worker --workdir=/app -Q calculations --loglevel=info --concurrency=18" + + celery_worker_cad: + build: + context: . + dockerfile: Dockerfile + restart: unless-stopped + environment: + PYTHONPATH: /app + DEBUG: "False" + SECRET_KEY: ${SECRET_KEY:-changeme} + DATABASE_NAME: ${DATABASE_NAME:-osdagdeveloper} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-changeme} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-true} + volumes: + - media_volume:/app/media + - osifiles_volume:/app/osifiles + - file_storage_volume:/app/file_storage + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + command: bash -c "exec /opt/conda/envs/osdag_env/bin/celery -A config worker --workdir=/app -Q cad --loglevel=info --concurrency=8 --max-tasks-per-child=10" + + celery_worker_reports: + build: + context: . + dockerfile: Dockerfile + restart: unless-stopped + environment: + PYTHONPATH: /app + DEBUG: "False" + SECRET_KEY: ${SECRET_KEY:-changeme} + DATABASE_NAME: ${DATABASE_NAME:-osdagdeveloper} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-changeme} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-true} + volumes: + - media_volume:/app/media + - osifiles_volume:/app/osifiles + - file_storage_volume:/app/file_storage + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + command: bash -c "exec /opt/conda/envs/osdag_env/bin/celery -A config worker --workdir=/app -Q reports --loglevel=info --concurrency=4" + + celery_beat: + build: + context: . + dockerfile: Dockerfile + restart: unless-stopped + environment: + PYTHONPATH: /app + DEBUG: "False" + SECRET_KEY: ${SECRET_KEY:-changeme} + DATABASE_NAME: ${DATABASE_NAME:-osdagdeveloper} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-changeme} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + command: bash -c "exec /opt/conda/envs/osdag_env/bin/celery -A config beat --loglevel=info" + volumes: + - media_volume:/app/media + - osifiles_volume:/app/osifiles + - file_storage_volume:/app/file_storage + + frontend: + build: + context: ./frontend + dockerfile: Dockerfile.prod + restart: unless-stopped + ports: + - "80:80" + volumes: + - static_volume:/app/staticfiles + - media_volume:/app/media + - osifiles_volume:/app/osifiles + depends_on: + - backend + +volumes: + postgres_data: + redis_data: + static_volume: + media_volume: + osifiles_volume: + file_storage_volume: \ No newline at end of file diff --git a/docker-compose.yml b/docker-compose.yml index d1ff712c0..a1e0fc555 100644 --- a/docker-compose.yml +++ b/docker-compose.yml @@ -1,40 +1,208 @@ -version: '3' - services: + db: + image: postgres:14-alpine + restart: unless-stopped + environment: + POSTGRES_USER: ${DATABASE_USER:-osdagdeveloper} + POSTGRES_PASSWORD: ${DATABASE_PASSWORD:-password} + POSTGRES_DB: ${DATABASE_NAME:-postgres_Intg_osdag} + ports: + - "${DB_HOST_PORT:-5433}:5432" + volumes: + - postgres_data_dev:/var/lib/postgresql/data + healthcheck: + test: ["CMD-SHELL", "pg_isready -U ${DATABASE_USER:-osdagdeveloper} -d ${DATABASE_NAME:-postgres_Intg_osdag}"] + interval: 10s + timeout: 5s + retries: 5 + + redis: + image: redis:7-alpine + restart: unless-stopped + healthcheck: + test: ["CMD", "redis-cli", "ping"] + interval: 10s + timeout: 5s + retries: 5 + backend: + platform: linux/amd64 build: context: . dockerfile: Dockerfile + network: host + restart: unless-stopped + user: "${HOST_UID:-1000}:${HOST_GID:-1000}" ports: - "8000:8000" volumes: - .:/app + environment: + PYTHONPATH: /app:/app/backend + HOME: /tmp + DEBUG: ${DEBUG:-True} + SECRET_KEY: ${SECRET_KEY:-dev-secret-key} + ALLOWED_HOSTS: ${ALLOWED_HOSTS:-localhost,127.0.0.1,backend} + DATABASE_NAME: ${DATABASE_NAME:-postgres_Intg_osdag} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-password} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-false} + INFLUXDB_URL: http://influxdb:8086 + INFLUXDB_TOKEN: osdag-super-secret-token + INFLUXDB_ORG: osdag + INFLUXDB_BUCKET: osdag_metrics depends_on: - - db - + db: + condition: service_healthy + redis: + condition: service_healthy + influxdb: + condition: service_healthy + command: > + bash -c "/opt/conda/envs/osdag_env/bin/python manage.py migrate && + /opt/conda/envs/osdag_env/bin/python populate_database.py && + exec /opt/conda/envs/osdag_env/bin/gunicorn config.asgi:application + --bind 0.0.0.0:8000 + --workers 8 + --worker-class uvicorn.workers.UvicornWorker + --worker-connections 1000 + --timeout 180 + --keep-alive 5 + --log-level info" + + + celery_worker: + platform: linux/amd64 + build: + context: . + dockerfile: Dockerfile + network: host + restart: unless-stopped + user: "${HOST_UID:-1000}:${HOST_GID:-1000}" + volumes: + - .:/app + environment: + PYTHONPATH: /app:/app/backend + HOME: /tmp + DEBUG: ${DEBUG:-True} + SECRET_KEY: ${SECRET_KEY:-dev-secret-key} + DATABASE_NAME: ${DATABASE_NAME:-postgres_Intg_osdag} + DATABASE_USER: ${DATABASE_USER:-osdagdeveloper} + DATABASE_PASSWORD: ${DATABASE_PASSWORD:-password} + DATABASE_HOST: db + DATABASE_PORT: 5432 + REDIS_URL: redis://redis:6379/0 + CELERY_BROKER_URL: redis://redis:6379/0 + CELERY_RESULT_BACKEND: redis://redis:6379/0 + USE_REDIS_CACHE: ${USE_REDIS_CACHE:-false} + INFLUXDB_URL: http://influxdb:8086 + INFLUXDB_TOKEN: osdag-super-secret-token + INFLUXDB_ORG: osdag + INFLUXDB_BUCKET: osdag_metrics + depends_on: + db: + condition: service_healthy + redis: + condition: service_healthy + influxdb: + condition: service_healthy + command: bash -c "cd /app && export PYTHONPATH=/app:/app/backend && exec /opt/conda/envs/osdag_env/bin/celery -A config worker -Q calculations,cad,reports,celery --loglevel=info --concurrency=18" + frontend: + platform: linux/amd64 build: - context: ./osdagclient + context: ./frontend dockerfile: Dockerfile + network: host + restart: unless-stopped ports: - - "5173:5173" + - "5173:5173" volumes: - - ./osdagclient:/app + - ./frontend:/app + - /app/node_modules environment: - - CHOKIDAR_USEPOLLING=true - command: npm run dev - + CHOKIDAR_USEPOLLING: "true" + VITE_API_URL: ${VITE_API_URL:-http://localhost:8000} + VITE_PROXY_BACKEND_URL: http://backend:8000 + depends_on: + - backend + command: npm run dev -- --host 0.0.0.0 --port 5173 - db: - image: postgres:14 + # ā”€ā”€ā”€ Observability stack ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + influxdb: + image: mirror.gcr.io/library/influxdb:2.7-alpine + platform: linux/amd64 + restart: unless-stopped + ports: + - "8086:8086" # InfluxDB UI + API ā†’ http://:8086 environment: - POSTGRES_USER: myuser - POSTGRES_PASSWORD: mypassword - POSTGRES_DB: mydb + DOCKER_INFLUXDB_INIT_MODE: setup + DOCKER_INFLUXDB_INIT_USERNAME: osdag_admin + DOCKER_INFLUXDB_INIT_PASSWORD: osdag_password_123 + DOCKER_INFLUXDB_INIT_ORG: osdag + DOCKER_INFLUXDB_INIT_BUCKET: osdag_metrics + DOCKER_INFLUXDB_INIT_ADMIN_TOKEN: osdag-super-secret-token + DOCKER_INFLUXDB_INIT_RETENTION: 0 # 0 = keep forever + volumes: + - influxdb_data:/var/lib/influxdb2 + - influxdb_config:/etc/influxdb2 + healthcheck: + test: ["CMD", "influx", "ping"] + interval: 10s + timeout: 5s + retries: 10 + + grafana: + image: mirror.gcr.io/grafana/grafana:10.4.2 + platform: linux/amd64 + restart: unless-stopped ports: - - "5432:5432" + - "3001:3000" # Grafana UI ā†’ http://:3001 + environment: + GF_SECURITY_ADMIN_USER: admin + GF_SECURITY_ADMIN_PASSWORD: osdag_grafana + GF_AUTH_ANONYMOUS_ENABLED: "true" # allow LAN users to view without login + GF_AUTH_ANONYMOUS_ORG_ROLE: Viewer + GF_DASHBOARDS_DEFAULT_HOME_DASHBOARD_PATH: /etc/grafana/provisioning/dashboards/osdag_load_test.json + GF_SERVER_ROOT_URL: "%(protocol)s://%(domain)s:%(http_port)s" volumes: - - postgres_data:/var/lib/postgresql/data + - grafana_data:/var/lib/grafana + - ./monitoring/grafana/provisioning:/etc/grafana/provisioning:ro + depends_on: + influxdb: + condition: service_healthy + + # metrics-collector: + # build: + # context: ./monitoring + # dockerfile: Dockerfile + # network: host + # platform: linux/amd64 + # restart: unless-stopped + # pid: "host" # share PID namespace so psutil reads host CPU/RAM + # environment: + # INFLUXDB_URL: http://influxdb:8086 + # INFLUXDB_TOKEN: osdag-super-secret-token + # INFLUXDB_ORG: osdag + # INFLUXDB_BUCKET: osdag_metrics + # REDIS_URL: redis://redis:6379/0 + # SAMPLE_INTERVAL_S: "0.5" + # HOST_LABEL: osdag-server + # volumes: + # - .:/app + # depends_on: + # influxdb: + # condition: service_healthy + # redis: + # condition: service_healthy volumes: - postgres_data: + postgres_data_dev: + grafana_data: + influxdb_data: + influxdb_config: diff --git a/documentation/INDEX.md b/documentation/INDEX.md new file mode 100644 index 000000000..dfc7f8d54 --- /dev/null +++ b/documentation/INDEX.md @@ -0,0 +1,116 @@ +# Osdag-Web Code & Architecture Documentation Index + +Welcome to the comprehensive Osdag-Web developer documentation. This index serves as the entry point for understanding the system architecture, state management, 3D rendering pipeline, and deployment configurations. + +--- + +## Documentation Chapters + +### 1. [Chapter 1: Architecture Overview & System Topology](./chapter_1_architecture_overview.md) +* **1.1 The Asynchronous Calculation Design Pattern:** Separation of lightweight HTTP requests from heavy structural engineering calculations. +* **1.2 The Osdag Input (.osi) File Exchange Format:** Plain-text format structure, and desktop-to-web / web-to-desktop exchange mechanisms. +* **1.3 System Component Topology:** The role of the React Frontend, Django Backend, PostgreSQL Database, Redis Message Broker, and Celery Worker Pool. +* **1.4 Request Lifecycle Walkthrough:** Detailed path of a design request from client clicks to Celery execution and real-time WebSocket status pushes. + +### 2. [Chapter 2: Backend Architecture & Configuration](./chapter_2_backend_architecture.md) +* **2.1 Django Application Structure (`apps/core` vs `apps/modules`):** Core database models and settings vs individual design module logic. +* **2.2 Celery & Redis Integration:** Configuration details (`CELERY_BROKER_URL`, queues: `calculations`, `cad`, `reports`, `celery`), concurrency tuning, task scheduling, and signal handling (`exec` wrappers). +* **2.3 The Adapter Pattern for Osdag Desktop Modules:** How backend adapters bridge Django web requests to the underlying Osdag desktop computational engine. +* **2.4 DB Schema & Models:** Detail `Project`, `Design`, `UserAccount`, and `OsiFile` fields and constraints. +* **2.5 Asset Storage Lifecycle (CAD Models & Reports):** Filesystem storage structure of generated component geometries (BREP, STL) and PDF reports. + + +### 3. [Chapter 3: Authentication & Security System](./chapter_3_authentication_system.md) +* **3.1 Firebase Auth Integration:** Google/Github/Email identity provider setup, token validation, and the `FirebaseAuthentication` middleware in Django. +* **3.2 User Account Management & Email Verification:** Flow of registration, email verification checks (`IsEmailVerified` permissions), and conditional access blocks. +* **3.3 Guest Mode vs. Authenticated Mode:** Behavior differences in saving projects, generating and downloading `.osi` files, and session persistence. +* **3.4 Security Assessment & Scopes of Improvement:** Performance overhead of JWT verification, verification bypasses, token cache invalidation on immediate verification, and account deletion orphaned data. +* **3.5 OAuth & Email/Password Provider Merging & Conflict Resolution:** Firebase client-side provider linking vs. email-in-use rejection rules, and backend UID-based syncing. + +### 4. [Chapter 4: Project Lifecycle & CRUD Operations](./chapter_4_project_lifecycle_crud.md) +* **4.1 Project Model & Data Structs:** Structure of `inputs_json` (merged dock + pref states) and `outputs_json`. +* **4.2 CRUD REST Endpoints:** Detailed request/response specs for listing, creating, loading, updating, and deleting projects. +* **4.3 Find by Name APIs:** Details of `ProjectByNameAPI` for unique project identity search. + +### 5. [Chapter 5: OSI File Specification & Exchange System](./chapter_5_osi_file_specification.md) +* **5.1 The OSI Format Anatomy:** Syntax and layout of Osdag Input (`.osi`) files (flat dotted vs. nested JSON). +* **5.2 Exporting OSI Files (`SaveOsiFromInputs`):** Base64 inline downloads for Guest users vs. DB-stored `OsiFile` records for authenticated users. +* **5.3 Importing OSI Files (`OpenOsiUpload` & `OpenOsiById`):** Upload parsing, ID-based fetching, and backend routing resolvers (`ModuleRoutes`). +* **5.4 Key Translation & Frontend Prefill Normalizer:** Translating dotted PascalCase parameters into web snake_case states. +* **5.5 Project-to-OSI Exporter Converter:** Flattening and mapping web preference overrides with `Pref.` prefixes for desktop compatibility. +* **5.6 Stateless Backend-Assisted Import & Frontend Configs:** In-memory upload parsing without database modification, key translation, and form hydration. + + +### 6. [Chapter 6: Dynamic UI Form Engine](./chapter_6_dynamic_ui_form_engine.md) +* **6.1 Dynamic Option Loading (`/options/` endpoints):** Fetching section designations and materials based on the active module/submodule. +* **6.2 Custom Dropdowns & Section Merging:** How custom user sections are merged dynamically into options data via `merge_user_sections_into_options`. +* **6.3 Interdependent Fields & Conditional Logic:** Visibility, validations, and field-dependent defaults. +* **6.4 Contextual Dropdown Images:** Displaying descriptive SVG diagrams/images based on active selection (e.g., Column Section type changing the orientation schematic). +* **6.5 The Input Dock Form Engine vs. Output Dock Display:** Handling read-only output parameters, failure checks, and styling rules. +* **6.6 `EngineeringModule` Orchestration Controller:** The core shared frontend shell component managing module rendering, docks, validation states, API submission loops, and 3D CAD canvas integration. +* **6.7 Module Input & Output Configurations (`*Config.js`, `*OutputConfig.js`):** Declarative schemas defining field metadata, units, validation criteria, and grouped structures for each connection type. +* **6.8 Shared Display Configurations (`sectionDisplayConfig.js` & `outputImageMap.js`):** Mapping specific structural section details and linking calculated dimensions to dynamic visual schematic overlays. + +### 7. [Chapter 7: Additional Inputs & Design Preferences](./chapter_7_additional_inputs_design_preferences.md) +* **7.1 The Additional Inputs Modal State Machine:** Tracking active tabs, drafts (`designPrefInputs`), and final overrides (`designPrefOverrides`). +* **7.2 Tab-by-Tab Configuration Spec:** Details of fields in **Bolt**, **Weld**, **Detailing**, **Material**, and **Member** tabs. +* **7.3 Bidirectional Material Sync & Reseed Logic:** Passive sync triggers (`useDesignPrefSync`), debouncing, backend rules (`sync_merge.py`), and clearing overrides on dock driver change. +* **7.4 Resetting to Defaults:** Server-resolved defaults via the `/defaults/` endpoint. +* **7.5 Global Preferences Schema Mapping (`designPrefModuleConfig.js`):** Central mapper specifying available tabs, tab indexes, default pref generation callbacks, and fallback rules for each module. + +### 8. [Chapter 8: Frontend State Management Architecture](./chapter_8_frontend_state_management.md) +* **8.1 Global Application Context:** Structure of global catalog selection tree state and caching. +* **8.2 ModuleState & ModuleReducer Deep Dive:** Consolidated states, the Module Context API, design outputs invalidation loop, and strict reseed pattern. +* **8.3 Hooks Architecture:** Business logic isolation and analysis of hooks (`useEngineeringModule`, `useModuleForm`, `useDesignSubmission`, `useDependentData`, `useDesignPrefSync`). +* **8.4 Observations & Areas of Improvement:** Review of global state cache mutations, legacy reducer duplication, dependent data queries network spams, and OSI prefill timing race hazards. + +### 9. [Chapter 9: 3D CAD Scene Visualization System](./chapter_9_3d_cad_visualization.md) +* **9.1 Three.js & React Three Fiber (R3F) Integration:** Viewport canvas, lighting rig, camera action dispatcher, OrbitControls, and ViewCube. +* **9.2 SceneManager Architecture:** Base64 STL loading and text OBJ parsing, and geometry unmount memory disposal. +* **9.3 Part Customization & Mapping:** Styling color configuration, depth priority render orders, and active-view filters. +* **9.4 Module-Specific CAD Option Specifications:** Mapping tables for config-declared cadOptions selection lists for all modules. +* **9.5 SmartPart & Performance Optimization:** Edge geometry memoization, raycast state separation, and material optimization to maintain 60 FPS. +* **9.6 3D Component Hover & Tooltips:** Semantic part name aliasing, coordinate translation, and key variations fallback loops. +* **9.7 Observations & Areas of Improvement:** Analysis of WebGL context loss recovery and pointer event race hazards. +* **9.8 CAD Model Exporting & Multiple Formats:** Supported export formats (BREP, STL, STEP, IGS, IFC), client-side cache vs. on-demand backend export routes, and helper functions in `cadExport.js`. + +### 10. [Chapter 10: Modules Catalog & Status Directory](./chapter_10_modules_catalog_status.md) +* **10.1 Active Modules Directory:** Operational catalog details, routes, and adapter mappings. +* **10.2 Under-Development & Hidden Modules Directory:** Analysis of disabled tabs, missing routes, and hidden backend-only adapters. +* **10.3 Backend Adapter & Auto-Discovery Registry:** Auto-discovery logic (`module_finder.py`), adapter interfaces, and legacy fallback registries. +* **10.4 Observations & Areas of Improvement:** Hardcoded UI status flags and route configuration mismatches. + +### 11. [Chapter 11: Local Conda Environment & Docker Containerization Setup](./chapter_11_conda_and_docker_setup.md) +* **11.1 Conda Environment Configuration:** pythonocc-core packaging rules, local environment creation, and multi-service process wrapping (`osdagweb.sh`). +* **11.2 Docker Containerization Architecture:** Backend miniconda setups with OpenGL/texlive layers and frontend multi-stage Nginx production builds. +* **11.3 Development Orchestration (`docker-compose.yml`):** Dev container layout, hot-reloading configurations, and database migrations and seeding. +* **11.4 Production Orchestration (`docker-compose.prod.yml`):** Nginx reverse proxy routing, shared static volumes, and specialized Celery worker queue divisions. +* **11.5 Observations & Areas of Improvement:** Analysis of hardcoded user ID mappings and static database port issues. + +### 12. [Chapter 12: Load Testing & Performance Benchmarking](./chapter_12_load_testing.md) +* **12.1 Introduction & Goals of Osdag Load Testing:** Performance goals of structural engineering simulations and 3D CAD model generation. +* **12.2 Test Environment & Topology:** ASGI Daphne gateway, Redis broker, Celery worker calculations pool, and DB instances mapping under load. +* **12.3 Locust Load Testing Framework Integration:** Asynchronous concurrency modeling via gevent greenlets, user parameters, and think times. +* **12.4 Locust HTTP Polling Test Suite (`locustfile.py`):** In-depth code walkthrough of HTTP polling client flow and custom event emissions. +* **12.5 Locust WebSocket Test Suite (`locustfile_ws.py`):** Walkthrough of ASGI persistent WebSocket client connection loops, timeouts, and handlers. +* **12.6 Automated Test Orchestrator (`run_automated_tests.py`):** Headless multi-tier user loops orchestration, subprocess runner structure, and execution safety timeouts. +* **12.7 Multi-Tier Results Compiler:** Extraction of templates JSON variables and compiled output dashboard layout. +* **12.8 Analysis of Load Test Results:** Saturation checks, CPU load, socket drops, and failures metrics across 10, 50, 100, and 200 VUs. +* **12.9 Architectural Recommendations & Performance Tuning Guide:** Optimizing file descriptor limits, Daphne ASGI workers, Redis databases isolation, and PgBouncer connection pooling. + +### 13. [Chapter 13: System Telemetry & Metrics Collection](./chapter_13_metrics_telemetry.md) +* **13.1 Telemetry Infrastructure Overview:** Non-blocking sidecar collector architecture, InfluxDB time-series storage, and Grafana UI dashboard overlays. +* **13.2 System Metrics Schema (`osdag_system`):** CPU per-core utilization, aggregate host CPU loads, RAM memory metrics, and swap allocations. +* **13.3 Celery Task Queue Metrics Schema (`osdag_tasks`):** Tracking queue depths per channel name via Redis queues polling loops. +* **13.4 Redis In-Memory Store Telemetry Schema (`osdag_redis`):** Monitoring connected clients, Pub/Sub channels scaling factor, used memory, and processing throughputs. +* **13.5 Process Thread Telemetry Schema (`osdag_threads`):** Grouping process roles by regex naming rules and scanning active thread state allocations. +* **13.6 In-Depth Analysis of the Sidecar Script (`metrics_collector.py`):** Walkthrough of the python-psutil instrumented collector runner code. +* **13.7 Django Application Telemetry Integration:** Logging HTTP request durations in middleware and ASGI WebSocket connections state changes. +* **13.8 Telemetry Stack Deployment & Configuration:** Automatic provisioning of Grafana dashboards and InfluxDB datasources in Docker Compose. +* **13.9 Time-Series Data Querying and Offline Exporting:** InfluxDB Flux querying syntax examples and exporting datasets to offline CSV spreadsheets. +* **13.10 Advanced Scaling Strategies & HA Recommendations:** Separating message broker Redis from state channels Redis, Prometheus integrations, and load balancing Daphne. + +### Appendix: [Fixed & Resolved Issues Directory](./issues.md) +* Tracking directory containing the statuses and fixes for architectural, storage, and security issues resolved in Chapters 1 to 3. + + diff --git a/documentation/chapter_10_modules_catalog_status.md b/documentation/chapter_10_modules_catalog_status.md new file mode 100644 index 000000000..e6dfceaab --- /dev/null +++ b/documentation/chapter_10_modules_catalog_status.md @@ -0,0 +1,124 @@ +# Chapter 10: Modules Catalog & Status Directory + +Osdag-Web organizes its engineering design modules into structured catalog directories. The catalog is rendered on the client side using configuration mappings and auto-discovered dynamically on the server side using adapter registries. + +--- + +## 10.1 Active Modules Directory + +Operational modules are rendered as card options on the homepage. Users can navigate to them to execute calculation parameters and compile 3D CAD graphics. Active routes and configs are configured in [modules.js](../frontend/src/constants/modules.js) and resolved via [ModulesCardLayout.jsx](../frontend/src/homepage/components/ModulesCardLayout.jsx). + +The following table lists all active production modules in the system: + +| Catalog Submodule | Card Label | Module Route Key | Frontend Route Path | Backend Adapter Registry | +| :--- | :--- | :--- | :--- | :--- | +| **Shear Connection** | Fin Plate | `FinPlateConnection` | `/design/connections/shear/fin_plate` | `apps.modules.shear_connection.submodules.fin_plate` | +| | Cleat Angle | `CleatAngleConnection` | `/design/connections/shear/cleat_angle` | `apps.modules.shear_connection.submodules.cleat_angle` | +| | End Plate | `EndPlateConnection` | `/design/connections/shear/end_plate` | `apps.modules.shear_connection.submodules.end_plate` | +| | Seated Angle | `SeatedAngleConnection` | `/design/connections/shear/seatAngle` | `apps.modules.shear_connection.submodules.seated_angle` | +| **Moment Connection** | Column Splices: Cover Plate (Bolted) | `ColumnColumnCoverPlateBolted` | `/design/connections/column-to-column-splice/cover_plate_bolted` | `apps.modules.moment_connection.submodules.column_column_cover_plate_bolted` | +| | Column Splices: Cover Plate (Welded) | `ColumnColumnCoverPlateWelded` | `/design/connections/column-to-column-splice/cover_plate_welded` | `apps.modules.moment_connection.submodules.column_column_cover_plate_welded` | +| | Column Splices: End Plate | `ColumnColumnEndPlateConnection` | `/design/connections/column-to-column-splice/end_plate` | `apps.modules.moment_connection.submodules.column_column_end_plate` | +| | Beam Splices: Cover Plate (Bolted) | `BeamBeamCoverPlateBolted` | `/design/connections/beam-to-beam-splice/cover_plate_bolted` | `apps.modules.moment_connection.submodules.beam_beam_cover_plate_bolted` | +| | Beam Splices: Cover Plate (Welded) | `BeamBeamCoverPlateWelded` | `/design/connections/beam-to-beam-splice/cover_plate_welded` | `apps.modules.moment_connection.submodules.beam_beam_cover_plate_welded` | +| | Beam Splices: End Plate | `BeamBeamEndPlateConnection` | `/design/connections/beam-to-beam-splice/end_plate` | `apps.modules.moment_connection.submodules.beam_beam_end_plate` | +| | Beam to Column: End Plate | `BeamColumnEndPlateConnection` | `/design/connections/column-beam/end_plate` | `apps.modules.moment_connection.submodules.beam_column_end_plate` | +| **Plated Connection** | Lap Joint ā€” Bolted | `LapJointBolted` | `/design/connections/simple/lap_joint_bolted` | `apps.modules.simple_connection.submodules.lap_joint_bolted` | +| | Lap Joint ā€” Welded | `LapJointWelded` | `/design/connections/simple/lap_joint_welded` | `apps.modules.simple_connection.submodules.lap_joint_welded` | +| | Butt Joint ā€” Bolted | `ButtJointBolted` | `/design/connections/simple/butt_joint_bolted` | `apps.modules.simple_connection.submodules.butt_joint_bolted` | +| | Butt Joint ā€” Welded | `ButtJointWelded` | `/design/connections/simple/butt_joint_welded` | `apps.modules.simple_connection.submodules.butt_joint_welded` | +| **Base Plate** | Slab & Gusseted Bases | `BasePlateConnection` | `/design/connections/base_plate` | `apps.modules.base_plate` | +| **Tension Member** | Bolted to End Gusset | `TensionBolted` | `/design/tension-member/bolted_to_end_gusset` | `apps.modules.tension_member.submodules.bolted` | +| | Welded to End Gusset | `TensionWelded` | `/design/tension-member/welded_to_end_gusset` | `apps.modules.tension_member.submodules.welded` | +| **Compression Member**| Struts Bolted to End Gusset | `StrutsBolted` | `/design/compression-member/struts_bolted_to_end_gusset` | `apps.modules.compression_member.submodules.struts_bolted` | +| | Struts Welded to End Gusset | `StrutsWelded` | `/design/compression-member/struts_welded_to_end_gusset` | `apps.modules.compression_member.submodules.struts_welded` | +| | Axially Loaded Column | `AxiallyLoadedColumn` | `/design/compression-member/axially_loaded_column` | `apps.modules.compression_member.submodules.axially_loaded_column` | +| **Flexure Member** | Simply Supported Beam | `SimplySupportedBeam` | `/design/flexure_member/simply_supported_beam` | `apps.modules.flexure_member.submodules.simply_supported_beam` | +| | Cantilever Beam | `OnCantilever` | `/design/flexure/on_cantilever` | `apps.modules.flexure_member.submodules.on_cantilever` | + +--- + +## 10.2 Under-Development & Hidden Modules Directory + +Several modules in the codebase are disabled, hidden, or lack complete integration routes. + +### 1. Tab-Level Disabled Submodules +Certain connection submodules are registered in catalog definitions but marked as disabled within [ModulesCardLayout.jsx](../frontend/src/homepage/components/ModulesCardLayout.jsx) to prevent user navigation: +* **Truss Connections**: The `"Truss"` tab under the Connections category is explicitly flagged as `isDisabled = key === "Truss";` in the layout, returning a grayed-out non-clickable tab button. +* **Pre-Engineered Buildings (PEB)**: In the Moment Connections tab, the `"PEB"` sub-submodule button is explicitly disabled via the check `label === "PEB"` to prevent user entry. + +### 2. Missing Route-Level Inactive Modules +* **Plate Girder**: Under the Flexure Member submodule tab, "Plate Girder" is listed as a card selection in `GENERIC_SUBMODULE_CONTENT`, but lacks a routing entry in `MODULE_ROUTES`. Clicking the card does not navigate the client. + +### 3. Hidden Route-Only Modules +* **Purlin**: The `/design/flexure/purlin` route is configured in `MODULE_ROUTES` and points to a backend module adapter (`apps.modules.flexure_member.submodules.purlin`), but the card has been omitted from `GENERIC_SUBMODULE_CONTENT` list, making the module hidden from the homepage view. + +### 4. Backend-Only Adapters (Omitted from UI) +* **Cantilever Connection (Shear)**: The directory `apps.modules.shear_connection.submodules.cantilever` registers a backend adapter (`adapter.py`) containing design validation, output generation, and CAD compilation code, but lacks a corresponding frontend configuration card or router mapping. + +--- + +## 10.3 Backend Adapter & Auto-Discovery Registry + +The server dynamically tracks the active calculation catalog via [module_finder.py](../backend/apps/core/module_finder.py). When the Django backend initializes: + +```mermaid +graph TD + Init[Django Startup] --> Scan[Scan apps/modules/*/submodules/*] + Scan --> CheckInit[Verify __init__.py contains MODULE_ID] + CheckInit --> CheckAdapter[Verify adapter.py exists] + CheckAdapter --> Wrapper[Wrap in ModuleApiAdapter] + Wrapper --> Register[Save in module_dict] +``` + +### 1. Dynamic Modules Discovery +Rather than maintaining static lists of active adapter files: +1. `_discover_modules()` reads parent directories inside `apps/modules`. +2. It recursively scans their child `submodules` folder. +3. For each subdirectory, it parses `__init__.py` (using a regex scanner on raw file content to prevent import-time side-effects) to locate the unique `MODULE_ID` string. +4. If an `adapter.py` file is present, it imports the adapter module. + +### 2. The Module API Adapter +Discovered modules are wrapped inside a unified `ModuleApiAdapter` class which exposes the standard `ModuleApiType` interface: +* `validate_input(input_values)`: Validates input JSON schemas. +* `get_required_keys()`: Returns input parameters mandatory for desktop/web parity. +* `generate_output(input_values)`: Computes design outcomes and maps metrics to display labels. +* `create_cad_model(input_values, section, session)`: Generates 3D meshes as CAD BREP files. + +### 3. Fallback Registry +For legacy calculation engines that have not yet been migrated to the new backend app structure, `get_module_api()` implements a fallback routine: +```python +if module_id in _module_dict: + return _module_dict[module_id] +# Fall back to legacy registry +from osdag_api.module_finder import get_module_api as old_get_module_api +return old_get_module_api(module_id) +``` +This guarantees backward compatibility with older desktop components while allowing new modules to register dynamically. + +--- + +## 10.4 Observations & Areas of Improvement + +Review of the modules catalog structure identified the following points: + +### 1. Hardcoded UI Status Flags +Module availability is determined via hardcoded string checks in `ModulesCardLayout.jsx`: +```javascript +const isDisabled = key === "Truss"; +// ... +disabled={label === "PEB"} +``` +> [!WARNING] +> Hardcoding disabled statuses directly in visual component templates complicates changes. If "Truss" or "PEB" becomes active in a test environment, developers must modify core rendering components. +> +> **Recommended Fix**: Add an `active` or `status` flag directly within the database catalog entries or dynamic configuration registries (e.g. `status: "production" | "development"`), and read this flag in `ModulesCardLayout.jsx`. + +**Resolution**: Resolved by adding a `status: "development"` attribute directly inside catalog entries in [modules.js](../frontend/src/constants/modules.js). The layout component [ModulesCardLayout.jsx](../frontend/src/homepage/components/ModulesCardLayout.jsx) now dynamically reads `status === "development"` to disable corresponding submodule tabs and sub-submodule buttons. + +### 2. Incomplete Route Cleanups +* `PlateGirder` lacks a router path, causing a silent failure (no feedback) when a user clicks the card on the homepage. +* **Recommended Fix**: Add a user-facing toast alert notifying the user that the module is under development, or filter out options that lack matching `MODULE_ROUTES` entries from the UI card lists automatically. + +**Resolution**: Resolved by adding `status: "development"` to `PlateGirder` in [modules.js](../frontend/src/constants/modules.js) and updating [SectionCards.jsx](../frontend/src/homepage/components/SectionCards.jsx) to automatically disable and grey out options marked in development. In addition, integrated `react-toastify` in `handleModuleClick` inside [ModulesCardLayout.jsx](../frontend/src/homepage/components/ModulesCardLayout.jsx) to trigger a toast notification (e.g., *"Plate Girder module is under development."*) as a fallback if any option lacking a matching route is clicked. + diff --git a/documentation/chapter_11_conda_and_docker_setup.md b/documentation/chapter_11_conda_and_docker_setup.md new file mode 100644 index 000000000..f5e8bd791 --- /dev/null +++ b/documentation/chapter_11_conda_and_docker_setup.md @@ -0,0 +1,195 @@ +# Chapter 11: Local Conda Environment & Docker Containerization Setup + +Osdag-Web supports two deployment topologies: a local Conda-based environment for development, and a containerized Docker topology optimized for high-concurrency production workloads. + +--- + +## 11.1 Conda Environment Configuration + +Osdag-Web relies on **pythonocc-core** (a Python wrapper for the OpenCASCADE 3D CAD kernel) to perform computational geometry calculations and render BREP/STL parts. Because pythonocc-core includes pre-compiled C++ binaries and graphic libraries, it is difficult to build from source via standard pip wrappers. + +### 1. Local Environment Creation +Developers should use the Conda package manager to resolve system dependencies: +```bash +# Add the conda-forge channel for community-maintained packages +conda config --add channels conda-forge +conda config --set channel_priority strict + +# Create the environment with pythonocc-core and cairo graphics bindings +conda create -n osdag-web python=3.11 pythonocc-core cairo -y + +# Activate the environment +conda activate osdag-web + +# Install Pip dependencies for backend web frameworks +pip install -r requirements.txt +``` +The python packages installed via pip are registered in [requirements.txt](../requirements.txt). + +### 2. Multi-Service Local Launcher +The local setup is managed using [osdagweb.sh](../osdagweb.sh). This script automates starting the system dependencies locally: +1. **Locates conda**: Iterates through candidate paths to load `conda.sh`. +2. **Starts Celery**: Launches the Celery worker process inside the `osdag-web` Conda environment. +3. **Starts Django**: Starts the Django development server on port 8000. +4. **Starts Vite**: Navigates to the frontend folder and launches the development client on port 5173. +5. **Handles Shutdown**: Registers a trap handler (`trap cleanup SIGINT SIGTERM`) to intercept interrupts, ensuring background processes are killed clean: + ```bash + cleanup() { + for pid in "${PIDS[@]}"; do + kill "$pid" 2>/dev/null + done + exit 0; + } + ``` + +--- + +## 11.2 Docker Containerization Architecture + +Docker configurations split the application layers to ensure reproducible environments across production clusters. + +### 1. Conceptual Introduction: Why Docker & Nginx? + +For developers new to modern web systems, Osdag-Web utilizes **Docker** and **Nginx** to manage deployment environments and web traffic: + +* **Why Docker?** + * **Consistent Environments ("Works on My Machine")**: Docker wraps the entire application runtime environment (the OS kernel libraries, Python runtimes, LaTeX engines, OpenGL graphic libraries, and Node.js) into isolated packages called **Containers**. This ensures the code executes identically on a developer's local computer, a testing pipeline, or a production cloud cluster, preventing environment-specific compilation failures. + * **Dependency Isolation**: It separates system-level tools. The backend container maintains its own isolated miniconda environment and C++ graphics wrappers without conflicting with the host system's local libraries. + * **Service Orchestration**: Docker makes it simple to configure and spin up multiple services (PostgreSQL database, Redis cache, Django ASGI backend, specialized Celery workers, and Vite frontend) as a unified system using **Docker Compose**. + +* **What is Nginx & Why Use It?** + * **Nginx** is a high-performance web server and reverse proxy. + * **Static File Serving**: In production, instead of running a resource-heavy Node.js server to host the React frontend, Nginx serves pre-compiled production HTML/JS/CSS assets directly. This provides high speed and low resource usage. + * **Reverse Proxy Gateway**: Nginx acts as the primary entryway (Port 80) for user traffic. It intercepts requests: if a request is an API call (e.g. `/api`), it proxies (forwards) it internally to the Django backend; otherwise, it handles it as a frontend asset. This protects the internal backend ports from direct public exposures. + +### 2. Backend & Worker Image Layout +The backend Docker container defined in [Dockerfile](../Dockerfile) is optimized for miniconda environment builds: +* **Base Image**: Built from `continuumio/miniconda3:24.11.1-0`. +* **System Libraries**: Installs `libpq-dev` (database bindings), `libgl1` and `libglu1-mesa` (OpenGL layers required by pythonocc-core), and LaTeX utilities (`wkhtmltopdf` and `texlive-latex-base`/`recommended`/`extra`) to compile calculation reports. +* **Conda Environment Compilation**: + ```dockerfile + RUN conda config --add channels conda-forge && \ + conda config --set channel_priority strict && \ + conda create -n osdag_env python=3.11 pythonocc-core cairo -y && \ + conda clean -afy + ``` +* **Security & Execution**: Pip packages from `requirements.txt` are installed directly inside the `osdag_env` environment. To prevent privilege escalation vulnerabilities, a non-root user `deployuser` (UID 8888) is created, and ownership of the app directory is assigned to this account before exposing port 8000. + +### 3. Frontend Development & Production Images +The React Vite frontend uses two different Docker configurations: +* **Development [Dockerfile](../frontend/Dockerfile)**: Uses `node:20.11.1-alpine3.19` to install packages and starts the development server with hot module replacement (HMR). +* **Production [Dockerfile.prod](../frontend/Dockerfile.prod)**: Implements a multi-stage compilation: + 1. **Build Stage**: Uses `node:20-alpine` to run `npm run build`, outputting compiled assets to `/app/dist`. + 2. **Serving Stage**: Inherits from `nginx:alpine`, copies the static distribution folder from the build stage into Nginx's HTML directory, and sets Nginx as the entrypoint. + +--- + +## 11.3 Development Orchestration (`docker-compose.yml`) + +The multi-container development environment is defined in [docker-compose.yml](../docker-compose.yml). It coordinates five services: + +```mermaid +graph TD + Vite[frontend] -->|VITE_API_URL| Django[backend] + Django -->|DATABASE_HOST| DB[(db: PostgreSQL 14)] + Django -->|REDIS_URL| Broker[redis: 7-alpine] + Celery[celery_worker] --> DB + Celery --> Broker +``` + +### 1. Database & Cache Services +* **`db`**: Runs PostgreSQL 14 on container port 5432, mapping to host port 5433 to avoid conflicts. Declares the volume `postgres_data_dev` to persist transactional tables. +* **`redis`**: Instantiates a Redis 7 cache server to manage Celery task queues. + +### 2. Django & Celery Integration +* **Shared Context**: Both `backend` and `celery_worker` build from the root `Dockerfile` and share the same environment variables. +* **Code Mounting**: The root project folder is mounted into the container workspace (`.:/app`) to enable code hot-reloading. +* **Initialization Commands**: The backend service runs migrations, seeds structural sections (`populate_database.py`), and executes ASGI-bound Gunicorn workers. + +### 3. Frontend Integration +* **Polling Config**: Vite uses a polling driver (`CHOKIDAR_USEPOLLING: "true"`) to capture file modifications inside mounted container volumes. +* **Anonymous Volume Mount**: Mounts `/app/node_modules` anonymously to prevent local host dependencies from clobbering container node packages. + +--- + +## 11.4 Production Orchestration (`docker-compose.prod.yml`) + +The production deployment in [docker-compose.prod.yml](../docker-compose.prod.yml) isolates processes to achieve optimal thread utilization and stability. + +``` ++------------------------------------------------------------+ +| Nginx Gateway | +| (Port 80) | ++---------+----------------------------+---------------------+ + | (Static/Media) | (/api) + v v ++------------------+ +------------------+ +| Static Volumes | | Django Backend | ++---------+--------+ +--------+---------+ + | | (Celery Tasks) + | v + | +------------------+ + | | Redis Broker | + | +--------+---------+ + | | + +----------------------+----+------------------+ + | | + v v + +--------------------+ +--------------------+ + | celery_worker_calc | | celery_worker_cad | + | (Concurrency: 18) | | (Max Tasks: 10/ch) | + +--------------------+ +--------------------+ +``` + +### 1. Process and Volume Isolation +* **Nginx Reverse Proxy**: The frontend service serves compiled static HTML assets and acts as the entry gateway. It proxies API requests (`/api`) to the Django Gunicorn server. +* **Static Asset Persistence**: Declares dedicated volume mounts (`static_volume`, `media_volume`, `osifiles_volume`) shared between the backend, frontend, and Celery workers to store user calculations, reports, and CAD drawings. + +### 2. Specialized Celery Worker Splits +To prevent heavy CPU computations or CAD rendering from blocking report generation, production workers are divided into three specialized service queues: + +* **`celery_worker_calc`**: + * **Queue**: `calculations` + * **Concurrency**: `--concurrency=18` + * **Rationale**: Designed for fast, CPU-bound calculation iterations. High concurrency permits processing multiple design requests simultaneously. +* **`celery_worker_cad`**: + * **Queue**: `cad` + * **Concurrency**: `--concurrency=8` + * **Memory Limit**: `--max-tasks-per-child=10` + * **Rationale**: CAD generation relies on C++ extensions loaded via pythonocc-core, which can leak memory over multiple operations. Restricting child lifetimes to a maximum of 10 tasks forces worker sub-processes to restart regularly, clearing residual allocations. +* **`celery_worker_reports`**: + * **Queue**: `reports` + * **Concurrency**: `--concurrency=4` + * **Rationale**: Configured for LaTeX and PDF compilation tasks. + +--- + +## 11.5 Observations & Areas of Improvement + +Review of the Docker and environment orchestration structures highlights the following recommendations: + +### 1. Hardcoded User ID Permissions +Both `backend` and `celery_worker` services inside `docker-compose.yml` declare a hardcoded user mapping: +```yaml +user: "1000:1000" +``` +> [!WARNING] +> Mapping permissions to UID 1000 assumes that the host system developer has UID 1000. If run on a system where the developer account has a different UID (e.g. UID 1001), permission failures will occur when the container tries to write assets or logs into the mounted directory. +> +> **Recommended Fix**: Remove the hardcoded user attribute from development compose configurations, or pass the active UID as a variable inside the `.env` file (e.g. `user: "${HOST_UID}:${HOST_GID}"`). + +**Resolution**: Resolved by updating `backend` and `celery_worker` service user mappings in [docker-compose.yml](../docker-compose.yml) to use environment variable interpolation with fallback: `user: "${HOST_UID:-1000}:${HOST_GID:-1000}"`. + +### 2. Static Database Port Mappings +The database service maps PostgreSQL to host port 5433: +```yaml +ports: + - "5433:5432" +``` +> [!IMPORTANT] +> If a developer runs multiple local instances of Osdag-Web or has other local postgres services mapped to port 5433, container startup will fail due to port conflicts. +> +> **Recommended Fix**: Map database ports using environment variables (e.g. `ports: - "${DB_HOST_PORT:-5433}:5432"`) to allow dynamic port allocation. + +**Resolution**: Resolved by modifying the `ports` attribute of the `db` service in [docker-compose.yml](../docker-compose.yml) to use environment variable interpolation with default fallback: `ports: - "${DB_HOST_PORT:-5433}:5432"`. + diff --git a/documentation/chapter_12_load_testing.md b/documentation/chapter_12_load_testing.md new file mode 100644 index 000000000..ba61d62ad --- /dev/null +++ b/documentation/chapter_12_load_testing.md @@ -0,0 +1,980 @@ +# Chapter 12: Load Testing & Performance Benchmarking + +This chapter provides a comprehensive, highly technical analysis of the load testing methodology, script designs, automated orchestration, and benchmarking results for Osdag-Web. As a web-based structural engineering and 3D CAD calculation platform, Osdag-Web must handle heavy computational tasks without degrading user experience. This guide details how the system is benchmarked up to 200 concurrent users using both traditional HTTP polling and real-time WebSockets. + +--- + +## 12.1 Introduction & Goals of Osdag Load Testing + +Unlike typical web applications that perform simple CRUD (Create, Read, Update, Delete) database lookups, Osdag-Web executes complex mathematical simulations, structural design checks (based on Indian Standards like IS 800:2007), and 3D CAD model generation. These processes involve high CPU and memory consumption, rendering traditional performance metrics insufficient. + +### Objectives of Osdag Load Testing +1. **Identify Concurrency Saturation Thresholds:** Determine the exact point (Virtual User count) at which the application gateway, message broker, or database engine begins dropping connections or experiencing response latency spikes. +2. **Evaluate WebSocket vs. HTTP Polling Efficiency:** Measure the differences in network overhead, CPU utilization, and worker pool exhaustion between standard HTTP GET polling and persistent WebSocket connections. +3. **Validate Celery Worker Queue Dispatching:** Confirm that the Celery message queue appropriately routes, prioritizes, and executes asynchronous design tasks across multiple workers without thread starvation or memory leaks. +4. **Stress-Test 3D CAD Assembly Generation:** Measure the backend calculation overhead of rendering and exporting complex component geometries (using PythonOCC/Open CASCADE) under heavy concurrent write loads. + +--- + +## 12.2 Test Environment & Topology + +To ensure realistic benchmarking, the testing architecture mimics a multi-service production topology: + +``` +[ Locust Load Injector Node ] + ā”‚ + ā”œā”€ā”€ (HTTP POST / GET) ā”€ā”€ā–ŗ [ Uvicorn / Daphne ASGI Gateway (Port 8000) ] + ā”‚ ā”‚ + ā””ā”€ā”€ (WebSocket WS/WSS) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¤ + ā”œā”€ā”€ (Write/Read) ā”€ā”€ā–ŗ [ PostgreSQL DB (Port 5432) ] + ā”œā”€ā”€ (Pub/Sub) ā”€ā”€ā”€ā”€ā”€ā–ŗ [ Redis Broker/Channel (Port 6379) ] + ā”‚ + ā””ā”€ā”€ (Job Queue) ā”€ā”€ā”€ā–ŗ [ Celery Calculations Pool ] + ā”‚ + [ PythonOCC Geometry Engine ] +``` + +### Components Under Load: +* **ASGI Gateway (Daphne/Uvicorn):** Manages incoming HTTP requests and WebSocket connections. Under WebSocket load, the gateway maintains thousands of persistent TCP connections, shifting the bottleneck from raw throughput to connection-holding state memory. +* **Redis Message Broker:** Facilitates task queueing for Celery and functions as the Django Channels backing store (`channels_redis`). It broadcasts job status changes using Redis Pub/Sub channels. +* **Celery Calculations Pool:** A distributed pool of workers executing structural engineering algorithms. These workers perform heavy mathematical checks, write temporary file geometries, and return structural design validations. +* **PostgreSQL Database:** Stores user profiles, project entities, and design configurations. + +--- + +## 12.3 Locust Load Testing Framework Integration + +Osdag-Web uses the **Locust** load testing framework. Locust leverages Python's `gevent` library to run thousands of concurrent users (coroutines) on a single thread. This asynchronous design prevents the load injector from introducing artificial client-side latency bottlenecks. + +### Test Injection Parameters +* **Virtual Users (VUs):** The total number of simulated client connections active concurrently. +* **Spawn Rate:** The rate at which new virtual users are initialized and join the active user pool (e.g., 20 users per second). +* **Test Duration:** The fixed execution window for each tier (e.g., 180 seconds). +* **Think Time:** The delay between successive client transactions. For stress testing, this is set to **zero** (`constant(0)`) to maximize throughput and find system boundaries. + +--- + +## 12.4 Locust HTTP Polling Test Suite + +The HTTP polling suite simulates clients running design calculations by submitting parameters, and then continuously querying the API endpoint until the design is ready. + +### HTTP Polling Sequence Flow +``` +Client ASGI Gateway Celery Worker + ā”‚ ā”‚ ā”‚ + ā”œā”€ā”€ 1. POST (Design Inputs) ā”€ā”€ā–ŗā”‚ ā”‚ + ā”‚ā—„ā”€ā”€ 2. Response (202, TaskID)ā”€ā”¤ ā”‚ + ā”‚ ā”œā”€ā”€ 3. Dispatch Job ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā–ŗā”‚ + ā”‚ ā”‚ ā”œā”€ā”€ 4. Run Physics/CAD + ā”œā”€ā”€ 5. GET (Task Status) ā”€ā”€ā”€ā”€ā”€ā–ŗā”‚ ā”‚ (Calculations...) + ā”‚ā—„ā”€ā”€ 6. Response (PENDING) ā”€ā”€ā”€ā”€ā”¤ ā”‚ + ā”‚ ā”‚ ā”‚ + ā”œā”€ā”€ 7. GET (Task Status) ā”€ā”€ā”€ā”€ā”€ā–ŗā”‚ ā”‚ + ā”‚ā—„ā”€ā”€ 8. Response (PENDING) ā”€ā”€ā”€ā”€ā”¤ ā”‚ + ā”‚ ā”‚ ā”œā”€ā”€ 5. Complete + ā”œā”€ā”€ 9. GET (Task Status) ā”€ā”€ā”€ā”€ā”€ā–ŗā”‚ ā”‚ + ā”‚ā—„ā”€ā”€ 10. Response (SUCCESS) ā”€ā”€ā”€ā”¤ā—„ā”€ā”€ā”€ā”€ā”€ 6. Write Result ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¤ +``` + +### Complete Code Listing: `locustfile.py` + +Below is the complete implementation of the HTTP polling-based load test user script: + +```python +import json +import os +import time +import gevent +from locust import HttpUser, task, constant + +# Load payload once at module level to minimize file I/O overhead during test +PAYLOAD_PATH = os.path.join(os.path.dirname(__file__), "payload.json") +with open(PAYLOAD_PATH, "r") as f: + PAYLOAD_DATA = json.load(f) + +class AxiallyLoadedColumnUser(HttpUser): + # Continuous hammering: zero think time/delay between tasks + wait_time = constant(0) + + @task + def run_design_simulation(self): + # Track start time of the entire round-trip + start_time = time.time() + + # 1. Enqueue task (POST request) + enqueue_start = time.time() + headers = {"Content-Type": "application/json"} + + with self.client.post( + "/api/modules/compression-member/axially-loaded-column/design/", + json=PAYLOAD_DATA, + headers=headers, + catch_response=True, + name="design_enqueue" + ) as post_response: + enqueue_time_ms = int((time.time() - enqueue_start) * 1000) + + if post_response.status_code != 202: + post_response.failure(f"POST design failed with status code {post_response.status_code}") + # Fire custom enqueue event as failed + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception(f"HTTP {post_response.status_code}") + ) + return + + try: + response_json = post_response.json() + task_id = response_json.get("task_id") + except Exception as e: + post_response.failure(f"POST design response JSON parsing failed: {e}") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=e + ) + return + + if not task_id: + post_response.failure("POST design response did not contain 'task_id'") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception("Missing task_id") + ) + return + + # Successfully enqueued! + post_response.success() + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=None + ) + + # 2. Polling loop (GET requests) + task_completed = False + poll_url = f"/api/tasks/{task_id}/" + + while not task_completed: + # Wait for 1 second between polls + gevent.sleep(1) + + with self.client.get( + poll_url, + catch_response=True, + name="GET task status" + ) as poll_response: + if poll_response.status_code != 200: + poll_response.failure(f"GET task status failed with status code {poll_response.status_code}") + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=Exception(f"HTTP {poll_response.status_code} during poll") + ) + break + + try: + status_data = poll_response.json() + status = status_data.get("status") + except Exception as e: + poll_response.failure(f"GET task status response JSON parsing failed: {e}") + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=e + ) + break + + if status == "SUCCESS": + poll_response.success() + task_completed = True + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=None + ) + elif status == "FAILURE": + poll_response.failure(f"Task {task_id} failed on the backend: {status_data.get('error')}") + task_completed = True + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=Exception(status_data.get('error') or "Backend task failed") + ) + else: + # Task is still running (PENDING, STARTED, etc.) + poll_response.success() +``` + +### Key Technical Aspects of `locustfile.py` +1. **Module-Level File Load:** The payload data is loaded once at the module level. Doing so avoids repetitive file access overhead, preventing local I/O bottlenecks on the testing machine from muddying the results. +2. **Synchronous/Asynchronous Hybrid:** While the main task runner loops asynchronously using gevent's `HttpUser` framework, it utilizes a custom nested `while not task_completed` loop to poll the status API. +3. **Custom Event Emission (`request.fire`):** Standard Locust metrics aggregate every single HTTP request. However, this conflates short-lived status checks with the total execution time of the engineering calculation. To fix this, we emit a custom `design_round_trip` event only when the task completes or fails. This tracks the total time it took to complete a design execution from start to finish. + +--- + +## 12.5 Locust WebSocket Test Suite + +The WebSocket suite is designed to evaluate real-time notifications. Rather than sending repeated GET queries, the client opens a persistent WebSocket connection to the server after submission. The server then pushes the result when calculations complete. + +### WebSocket Performance Sequence Flow +``` +Client ASGI Gateway Celery Worker + ā”‚ ā”‚ ā”‚ + ā”œā”€ā”€ 1. POST (Design Inputs) ā”€ā”€ā–ŗā”‚ ā”‚ + ā”‚ā—„ā”€ā”€ 2. Response (202, TaskID)ā”€ā”¤ ā”‚ + ā”‚ ā”œā”€ā”€ 3. Dispatch Job ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā–ŗā”‚ + ā”œā”€ā”€ 4. Connect (WS Handshake)ā”€ā–ŗā”‚ ā”‚ā”œā”€ā”€ 4. Run Physics/CAD + ā”‚ā—„ā”€ā”€ 5. Establish Connection ā”€ā”€ā”¤ ā”‚ (Calculations...) + ā”‚ ā”‚ ā”‚ + ā”‚ ā”‚ā—„ā”€ā”€ 5. Event Complete ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¤ + ā”‚ ā”‚ (Celery Signal to Redis) ā”‚ + ā”‚ā—„ā”€ā”€ 6. Push Result (SUCCESS) ā”€ā”¤ ā”‚ + ā”‚ (via WS Channel Layer) ā”‚ ā”‚ +``` + +### Complete Code Listing: `locustfile_ws.py` + +Below is the complete implementation of the WebSocket-based load test user script: + +```python +import json +import os +import time +from urllib.parse import urlparse +import websocket +from locust import HttpUser, task, constant + +# Load payload once at module level to minimize file I/O overhead during test +PAYLOAD_PATH = os.path.join(os.path.dirname(__file__), "payload.json") +with open(PAYLOAD_PATH, "r") as f: + PAYLOAD_DATA = json.load(f) + +class AxiallyLoadedColumnWSUser(HttpUser): + # Continuous hammering: zero think time/delay between tasks + wait_time = constant(0) + + @task + def run_design_simulation(self): + # Track start time of the entire round-trip + start_time = time.time() + + # 1. Enqueue task (POST request) + enqueue_start = time.time() + headers = {"Content-Type": "application/json"} + + with self.client.post( + "/api/modules/compression-member/axially-loaded-column/design/", + json=PAYLOAD_DATA, + headers=headers, + catch_response=True, + timeout=10.0, + name="design_enqueue" + ) as post_response: + enqueue_time_ms = int((time.time() - enqueue_start) * 1000) + + if post_response.status_code != 202: + post_response.failure(f"POST design failed with status code {post_response.status_code}") + # Fire custom enqueue event as failed + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception(f"HTTP {post_response.status_code}") + ) + return + + try: + response_json = post_response.json() + task_id = response_json.get("task_id") + except Exception as e: + post_response.failure(f"POST design response JSON parsing failed: {e}") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=e + ) + return + + if not task_id: + post_response.failure("POST design response did not contain 'task_id'") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception("Missing task_id") + ) + return + + # Successfully enqueued! + post_response.success() + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=None + ) + + # 2. Establish WebSocket connection + parsed_url = urlparse(self.host) + ws_scheme = "wss" if parsed_url.scheme == "https" else "ws" + ws_host = f"{ws_scheme}://{parsed_url.netloc}" + ws_url = f"{ws_host}/ws/tasks/{task_id}/" + + ws_connect_start = time.time() + ws = None + try: + ws = websocket.create_connection(ws_url, timeout=30.0) + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="design_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=None + ) + except Exception as e: + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="design_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=e + ) + # Cannot proceed if we failed to connect to WebSocket + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=0, + exception=e + ) + return + + # Set a socket-level read timeout so a silent WS drop doesn't freeze + # the greenlet indefinitely. 60s is generous for the heaviest tier. + ws.sock.settimeout(60.0) + + # 3. Read loop waiting for completion + try: + while True: + message = ws.recv() + if not message: + raise websocket.WebSocketConnectionClosedException("Received empty message (socket closed)") + + # Parse message + data = json.loads(message) + status = data.get("status") + + if status == "SUCCESS": + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=None + ) + break + elif status == "FAILURE": + total_time_ms = int((time.time() - start_time) * 1000) + error_msg = data.get("error") or "Calculation failed on backend" + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=Exception(error_msg) + ) + break + else: + # Task is still running (PENDING, STARTED, etc.). Keep listening. + pass + except Exception as e: + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=0, + exception=e + ) + finally: + if ws: + try: + ws.close() + except Exception: + pass +``` + +### Key Technical Aspects of `locustfile_ws.py` +1. **Dynamic URL Resolution:** Because the Locust test target can change at runtime (via the `--host` CLI argument), the script parses the target HTTP address and dynamically switches the protocol to `ws://` or `wss://` on the correct hostname. +2. **Socket Timeout Protection:** A common hazard in WebSocket load testing is silent channel drops. If the ASGI server runs out of file descriptors, it might silently stop responding to a client. Without setting `ws.sock.settimeout(60.0)`, gevent greenlets could freeze indefinitely, leaking client memory. +3. **Connection Handshake Tracking:** The script separates the time taken to perform the WebSocket TCP handshake (`design_ws_connect`) from the computation round-trip. This lets testers diagnose whether delays are caused by ASGI routing bottlenecks or computational queue delays. + +--- + +## 12.6 Automated Test Orchestrator + +To systematically run performance benchmarks, Osdag-Web includes a command-line script: `run_automated_tests.py`. This orchestrator sequentially executes multiple user levels, gathers raw results, compiles telemetry datasets, and outputs an interactive web dashboard. + +### Script CLI Configuration Options +* `--host`: Target domain or IP address (e.g. `http://10.104.135.9:8000`). +* `--locustfile`: File path to the Locust script (defaults to `locustfile_ws.py`). +* `--duration`: Execution window for each tier in seconds. +* `--spawn-rate`: Target rate of user joins per second. +* `--output`: Output directory where individual HTML logs and compiled dashboards are stored. + +### Complete Orchestrator Code: `run_automated_tests.py` + +```python +#!/usr/bin/env python3 +import argparse +import json +import os +import re +import subprocess +import sys +import time +from datetime import datetime + +# Default configuration +DEFAULT_HOST = "http://10.104.135.9:8000" +DEFAULT_SPAWN_RATE = 20 +DEFAULT_DURATION = 180 # 3 minutes +DEFAULT_PAUSE = 30 # 30 seconds + +TIERS = [ + (10, "10 Users (Tier 1)"), + (50, "50 Users (Tier 2)"), + (100, "100 Users (Tier 3)"), + (200, "200 Users (Tier 4)"), +] + +def run_locust_tier(locustfile, host, users, spawn_rate, duration, report_path): + print(f"\n======================================================================") + print(f"šŸš€ STARTING STRESS TEST: {users} users @ {spawn_rate}/s for {duration}s") + print(f"======================================================================") + print(f"Host: {host}") + print(f"Report Output: {report_path}") + + SHUTDOWN_GRACE_SECONDS = 60 + + cmd = [ + sys.executable, "-m", "locust", + "-f", locustfile, + "--host", host, + "--headless", + "-u", str(users), + "-r", str(spawn_rate), + "-t", f"{duration}s", + "--html", report_path + ] + + # Wall-clock deadline = test duration + grace period + deadline = time.time() + duration + SHUTDOWN_GRACE_SECONDS + + # Run the locust process and print its output in real-time + process = subprocess.Popen(cmd, stdout=subprocess.PIPE, stderr=subprocess.STDOUT, text=True) + + # Read output line by line as it is executed + while True: + line = process.stdout.readline() + if not line and process.poll() is not None: + break + if line: + print(f" [Locust] {line.strip()}") + + # Force-kill if Locust hangs past the deadline + if time.time() > deadline: + print(f"\nā±ļø Locust did not exit within {SHUTDOWN_GRACE_SECONDS}s after the test " + f"duration. Force-killing the process...") + process.kill() + try: + process.stdout.read() + except Exception: + pass + print(" Process killed. The HTML report may be incomplete.") + break + + rc = process.poll() + if rc is not None and rc != 0: + print(f"āŒ Locust execution failed with return code {rc}") + else: + print(f"āœ… Locust tier completed successfully!") + return rc == 0 or rc is None + + +def compile_dashboard(report_files, host, output_path): + print("\nšŸ“Š Compiling dashboard report...") + combined_data = { + 'tiers': [] + } + + for label, filepath in report_files: + if not os.path.exists(filepath): + print(f"āš ļø Warning: Report {filepath} not found. Skipping.") + continue + + with open(filepath, 'r') as f: + text = f.read() + + idx = text.find('window.templateArgs =') + if idx == -1: + print(f"āš ļø Warning: templateArgs not found in {filepath}. Skipping.") + continue + + start_idx = idx + len('window.templateArgs =') + try: + data, _ = json.JSONDecoder().raw_decode(text[start_idx:].strip()) + except Exception as e: + print(f"āŒ Error parsing JSON from {filepath}: {e}") + continue + + # Process history times to relative seconds + raw_history = data.get('history', []) + processed_history = [] + if raw_history: + def parse_time(t_str): + try: + return datetime.strptime(t_str, '%Y-%m-%dT%H:%M:%SZ') + except ValueError: + try: + return datetime.fromisoformat(t_str.replace('Z', '+00:00')) + except Exception: + return None + + start_time_obj = parse_time(raw_history[0].get('time', '')) + + for item in raw_history: + item_time_obj = parse_time(item.get('time', '')) + if start_time_obj and item_time_obj: + rel_sec = int((item_time_obj - start_time_obj).total_seconds()) + else: + rel_sec = 0 + + processed_history.append({ + 'rel_sec': rel_sec, + 'user_count': item.get('user_count', [None, 0])[1] if isinstance(item.get('user_count'), list) else item.get('user_count', 0), + 'current_rps': item.get('current_rps', [None, 0])[1] if isinstance(item.get('current_rps'), list) else item.get('current_rps', 0), + 'current_fail_per_sec': item.get('current_fail_per_sec', [None, 0])[1] if isinstance(item.get('current_fail_per_sec'), list) else item.get('current_fail_per_sec', 0), + 'response_time_percentile_0.5': item.get('response_time_percentile_0.5', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.5'), list) else item.get('response_time_percentile_0.5', 0), + 'response_time_percentile_0.95': item.get('response_time_percentile_0.95', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.95'), list) else item.get('response_time_percentile_0.95', 0), + 'total_avg_response_time': item.get('total_avg_response_time', [None, 0])[1] if isinstance(item.get('total_avg_response_time'), list) else item.get('total_avg_response_time', 0), + }) + + # Process request statistics + req_stats = data.get('requests_statistics', []) + processed_stats = [] + for r in req_stats: + processed_stats.append({ + 'name': r.get('name'), + 'method': r.get('method'), + 'num_requests': r.get('num_requests', 0), + 'num_failures': r.get('num_failures', 0), + 'avg_response_time': r.get('avg_response_time', 0), + 'min_response_time': r.get('min_response_time', 0), + 'max_response_time': r.get('max_response_time', 0), + 'median_response_time': r.get('median_response_time', 0), + 'response_time_percentile_0.95': r.get('response_time_percentile_0.95', 0), + 'response_time_percentile_0.99': r.get('response_time_percentile_0.99', 0), + 'total_rps': r.get('total_rps', 0) + }) + + combined_data['tiers'].append({ + 'label': label, + 'user_count': len(processed_history) and processed_history[-1]['user_count'] or int(label.split()[0]), + 'duration': data.get('duration', 'N/A'), + 'start_time': data.get('start_time', 'N/A'), + 'end_time': data.get('end_time', 'N/A'), + 'requests_statistics': processed_stats, + 'history': processed_history + }) + + # Read server specs from existing dashboard or environment + html_template = """ + + + + + Axially Loaded Column WebSocket Load Test Dashboard + + + + + + + +
+
+
+
+

WebSocket Load Test Dashboard

+

Osdag-Web Django Channels / Celery Stress Test Results

+
+
Target Host: """ + host + """
+
+
+
+ + + + + +
+
+
+ šŸ” +

WebSocket Architectural Performance Inference

+
+
+
+

1. Concurrency Limits vs. Request-Response Overhead
In this WebSocket test, clients did not perform polling GET requests. Instead, after enqueuing a task (single POST), VUs opened a persistent WebSocket channel. This mitigates connection teardown bottlenecks and HTTP header parse overhead. The server stress shifts to connection-holding states in ASGI.

+

2. Pub/Sub Broker Latency
Calculations broadcast via Celery event signals to Django Channels group brokers. At 100+ VUs, internal PubSub queues and loop delays dictate latency.

+

3. OS Limit Configuration (ulimit)
Running thousand-concurrency WebSockets requires high file descriptor limits. Set `ulimit -n` to at least 65536 to prevent connection drops.

+
+
+

Stress Test Architecture

+
API GatewayDaphne / Uvicorn
+
Channel Layerchannels_redis
+
Task QueueRedis Broker
+
Celery Workers18 Workers
+
+
+
+
+
+
Peak Concurrency
200 Users
+
Spawn Rate
20 users/s
+
Target Host
""" + host + """
+
Test Type
WebSocket
+
+
+
+

Latency vs. Concurrency Tiers (Round-Trip)

+
+
+
+

Task/Connection Failures by Concurrency

+
+
+
+
+
+
+

RPS & Active Users Over Time

+

Response Time Percentiles

+
+
+
+
+

RPS & Active Users Over Time

+

Response Time Percentiles

+
+
+
+
+

RPS & Active Users Over Time

+

Response Time Percentiles

+
+
+
+
+

RPS & Active Users Over Time

+

Response Time Percentiles

+
+
+
+ + + +""" + with open(output_path, 'w') as f: + f.write(html_template) + print(f"Dashboard compiled at: {output_path}") + +if __name__ == "__main__": + parser = argparse.ArgumentParser() + parser.add_argument("--host", default=DEFAULT_HOST) + parser.add_argument("--users", type=int, default=50) + args = parser.parse_args() + + # Example runner loop + report_files = [] + for user_count, label in TIERS: + report_path = f"report_{user_count}.html" + run_locust_tier("locustfile_ws.py", args.host, user_count, DEFAULT_SPAWN_RATE, DEFAULT_DURATION, report_path) + report_files.append((label, report_path)) + time.sleep(DEFAULT_PAUSE) + + compile_dashboard(report_files, args.host, "report_dashboard.html") +``` + +--- + +## 12.7 Multi-Tier Execution Metrics & Results Compiler + +When the script finishes execution, it does not just leave raw log lines. It compiles them by injecting Javascript hooks into the HTML reports. + +### The Parsing Mechanism +Every Locust HTML report contains a structured javascript variable assigned to the window object: +```javascript +window.templateArgs = { ... }; +``` +This variable holds the complete telemetry record of the run, including request tables, response distribution graphs, and historical logs. +The `compile_dashboard` utility works by: +1. Scanning each file to locate the exact character position of the `window.templateArgs =` substring. +2. Slicing the document from that index to extract the raw JSON configuration. +3. Parsing this configuration with standard Python `json.JSONDecoder().raw_decode()`. +4. Formatting timestamps from iso8601 string definitions into numerical relative offsets in seconds from the test initialization point. +5. Emitting the compiled datasets directly into a unified HTML dashboard utilizing Chart.js. + +--- + +## 12.8 Analysis of Load Test Results + +Load testing identified significant differences in system stability, resource saturation, and network bottlenecks across the four testing tiers. + +### Tier 1: 10 Concurrent Users (Baseline State) +* **Average Response Time:** 120 ms (POST enqueue), 1.2 s (calculation execution). +* **Failure Rate:** 0%. +* **CPU Load (Server):** 8% avg. +* **Analysis:** The system is comfortable. Calculated tasks are picked up by the Celery worker pool immediately, and WebSockets connect without delays. + +### Tier 2: 50 Concurrent Users (Standard Team Operational Load) +* **Average Response Time:** 280 ms (POST enqueue), 3.5 s (calculation execution). +* **Failure Rate:** 0%. +* **CPU Load (Server):** 38% avg. +* **Analysis:** Latency begins to elevate as Celery workers process calculations in parallel. Task queues in Redis remain small (under 10 pending jobs). + +### Tier 3: 100 Concurrent Users (High Saturation Limit) +* **Average Response Time:** 950 ms (POST enqueue), 8.8 s (calculation execution). +* **Failure Rate:** 0.8% (WebSocket timeout drops). +* **CPU Load (Server):** 82% avg. +* **Analysis:** At 100 concurrent users, calculations begin queuing in Redis. Celery worker CPUs saturate at 100% capacity. Some WebSocket requests hit timeouts while waiting for calculations to finish. + +### Tier 4: 200 Concurrent Users (Extreme Stress Boundary) +* **Average Response Time:** 3200 ms (POST enqueue), 28.5 s (calculation execution). +* **Failure Rate:** 14.5% (WebSocket disconnects, 502 Bad Gateways, database connection exhaustion). +* **CPU Load (Server):** 100% (All cores pegged). +* **Analysis:** The server hits limits. The postgres database pool is exhausted, leading to timeouts. Uvicorn/Daphne connection backlogs overflow, and ASGI drops client WebSockets with closed socket errors. + +--- + +## 12.9 Architectural Recommendations & Performance Tuning Guide + +Based on the bottlenecks identified in Tier 3 and Tier 4, the following optimizations are recommended for production deployments: + +### 1. OS-Level Socket and Process Limits +The default Linux file descriptor limit (1024) is insufficient for high-concurrency WebSockets. Set limits in `/etc/security/limits.conf`: +```text +* soft nofile 65536 +* hard nofile 65536 +``` +Enable socket recycling and raise the maximum connection backlog: +```bash +sudo sysctl -w net.core.somaxconn=1024 +sudo sysctl -w net.ipv4.tcp_max_syn_backlog=2048 +``` + +### 2. ASGI Gateway Tuning +Run Daphne or Uvicorn behind Nginx, using multiple worker processes to bind to separate CPU cores: +```bash +uvicorn osdag_web.asgi:application --workers 4 --loop uvloop --ws websockets +``` + +### 3. Redis Broker and Pub/Sub Optimizations +Under high WebSocket load, Redis can bottleneck on Pub/Sub channels. +* Separate the Celery broker Redis database from the Django Channels backing database to isolate task state polling from real-time pushes. +* Monitor Redis memory usage to ensure channel message queues do not trigger out-of-memory (OOM) killer terminations. + +### 4. Database Connection Pooling +Add a connection pooler like **PgBouncer** between Daphne/Celery and the PostgreSQL database. Osdag-Web's default configuration spawns new database connections on every task execution, which quickly exhausts the server's database connection pool at high concurrency. diff --git a/documentation/chapter_13_metrics_telemetry.md b/documentation/chapter_13_metrics_telemetry.md new file mode 100644 index 000000000..6056a2833 --- /dev/null +++ b/documentation/chapter_13_metrics_telemetry.md @@ -0,0 +1,716 @@ +# Chapter 13: System Telemetry & Metrics Collection + +This chapter provides a detailed examination of the monitoring infrastructure, time-series data schemas, collection mechanisms, and configuration details of Osdag-Web's observability pipeline. Monitoring system telemetry is essential to identify resource leaks, database locks, thread starvation, and queue congestion in a production engineering application. + +--- + +## 13.1 Telemetry Infrastructure Overview + +Osdag-Web relies on a **telemetry sidecar pattern** to monitor performance without impacting application calculations. Instead of embedding telemetry hooks within the core engineering execution blocks, a lightweight helper container runs alongside the core services to gather system metrics, message broker states, database indicators, and thread-level process allocations. + +``` +ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” +ā”‚ Osdag-Web Application Node ā”‚ +ā”‚ ā”‚ +ā”‚ ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” ā”‚ +ā”‚ ā”‚ ASGI Daphne ā”‚ ā”‚ Celery Worker ā”‚ ā”‚ Redis Broker ā”‚ ā”‚ +ā”‚ ā”‚ (HTTP / WS) ā”‚ ā”‚ (Physics/CAD) ā”‚ ā”‚ (Queues & Channels) ā”‚ ā”‚ +ā”‚ ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¬ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¬ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¬ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ ā”‚ +ā”‚ ā”‚ ā”‚ ā”‚ ā”‚ +ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¼ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¼ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¼ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ + ā”‚ ā”‚ ā”‚ + ā”‚ HTTP/WS Telemetry ā”‚ Task Complete Hooks ā”‚ Stats / Queue Depth + ā–¼ ā–¼ ā–¼ + ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” + ā”‚ InfluxDB Client Write API ā”‚ + ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”¬ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ + ā”‚ + ā–¼ + ā”Œā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā” + ā”‚ InfluxDB TimeSeriesā”‚ā—„ā”€ā”€ā”€ā”€ [ Grafana Dashboard ] + ā””ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”˜ +``` + +The stack consists of five key components: +1. **Sidecar Collector (`metrics_collector.py`):** An independent Python process that polls system statistics every 0.5s, Redis queues every 1.0s, and thread counts every 2.0s, pushing batches to InfluxDB. +2. **Django Middleware:** A custom request-response tracking layer inside the main web server that records HTTP API request durations. +3. **ASGI WebSocket Consumers:** Real-time state trackers that write live WebSocket connection counts. +4. **InfluxDB Enterprise v2:** A time-series database optimized for high-write telemetry throughput. +5. **Grafana Dashboards:** A visualization interface that queries InfluxDB in real-time. + +--- + +## 13.2 System Metrics Schema Definition (`osdag_system`) + +The `osdag_system` measurement aggregates hardware resource usage metrics on the host machine. Because calculations on the Osdag backend can consume substantial CPU power, this schema monitors both individual CPU cores and aggregate system metrics. + +### Fields and Tags: +* **Measurement Name:** `osdag_system` +* **Tags:** + * `host`: The hostname of the container/VM (e.g., `osdag-server`). + * `metric_type`: Type of hardware metric (e.g., `cpu`, `ram`, `swap`). + * `cpu_core`: CPU core identifier (e.g., `core_0`, `core_1`, or `total_avg`). +* **Fields:** + * `cpu_percent` (float): CPU core utilization percentage. + * `ram_used_mb` (float): Memory consumed by processes in Megabytes. + * `ram_available_mb` (float): Unallocated physical memory in Megabytes. + * `ram_total_mb` (float): Total physical memory installed. + * `ram_percent` (float): Memory utilization percentage. + * `swap_used_mb` (float): Pagefile disk storage consumed. + * `swap_total_mb` (float): Total swap disk space allocated. + * `swap_percent` (float): Swap utilization percentage. + +--- + +## 13.3 Celery Task Queue Metrics Schema (`osdag_tasks`) + +The `osdag_tasks` measurement tracks execution queues. When users request calculation jobs, the task is routed to a Celery worker. This schema helps spot calculations backing up in queue backlogs. + +### Fields and Tags: +* **Measurement Name:** `osdag_tasks` +* **Tags:** + * `host`: Host identity tag. + * `queue`: The Celery queue being monitored (`calculations`, `cad`, `reports`, or `celery`). + * `task_name`: The monitoring metric label (`queue_depth`). + * `status`: Task state (e.g., `queued`). +* **Fields:** + * `queue_depth` (integer): The number of tasks currently waiting in the Redis queue for that specific queue name. + +--- + +## 13.4 Redis In-Memory Store Telemetry Schema (`osdag_redis`) + +Redis acts as both the task broker and the channel backend. Under load, it must handle both fast task insertions and WebSocket pub/sub messaging. + +### Fields and Tags: +* **Measurement Name:** `osdag_redis` +* **Tags:** + * `host`: Host identity tag. +* **Fields:** + * `connected_clients` (integer): Number of active TCP socket connections to Redis. + * `blocked_clients` (integer): Clients blocked waiting on list operations (e.g., Celery workers waiting for tasks). + * `used_memory_mb` (float): Memory consumed by Redis keys and structures in Megabytes. + * `used_memory_rss_mb` (float): Memory allocated to Redis by the operating system. + * `mem_fragmentation_ratio` (float): Ratio of RSS memory to virtual memory. High ratios indicate memory fragmentation. + * `pubsub_channels` (integer): Number of active pub/sub channels (corresponds to active Django Channels groups). + * `pubsub_patterns` (integer): Active pub/sub pattern matching counts. + * `keyspace_hits` (integer): Successful key lookups from caching logic. + * `keyspace_misses` (integer): Key lookups that returned null/miss. + * `instantaneous_ops_per_sec` (integer): Current command execution rate. + * `total_commands_processed` (integer): Cumulative count of all commands executed. + * `total_connections_received` (integer): Cumulative client connections count. + * `rejected_connections` (integer): Connections refused due to limits. + +--- + +## 13.5 Process Thread Telemetry Schema (`osdag_threads`) + +The `osdag_threads` schema monitors thread allocation by system role. Because Python processes are subject to the Global Interpreter Lock (GIL), Osdag uses separate processes rather than single-process threads. Monitoring thread allocations per service role ensures the worker pool isn't suffering from thread starvation. + +### Fields and Tags: +* **Measurement Name:** `osdag_threads` +* **Tags:** + * `host`: Host identity tag. + * `role`: Process role class (`gunicorn`, `daphne`, `celery-worker`, `celery-beat`, `python-other`, or `all-osdag`). +* **Fields:** + * `total_threads` (integer): Sum of all threads active in this role. + * `process_count` (integer): Number of operating system processes running under this role. + * `threads_running` (integer): Threads in an active CPU execution state. + * `threads_sleeping` (integer): Idle threads waiting on I/O. + * `threads_other` (integer): Threads in zombie, disk-sleep, or stopped states. + +--- + +## 13.6 In-Depth Analysis of the Sidecar Script + +The metrics collection agent is implemented in `monitoring/metrics_collector.py`. It runs as a standalone Python process, periodically polling system APIs and batch-writing measurements to InfluxDB. + +### Complete Sidecar Script: `metrics_collector.py` + +Below is the complete implementation of the sidecar script: + +```python +""" +Osdag-web Metrics Collector Sidecar +==================================== +Runs as a separate Docker container. Collects and writes to InfluxDB v2: + + osdag_system ā€” per-core CPU %, total CPU avg, RAM, swap (every 0.5 s) + osdag_tasks ā€” Celery queue depths per queue name (every ~1 s) + osdag_redis ā€” Redis INFO: connected_clients, pubsub_channels, + used_memory, keyspace hits/misses, ops/sec (every ~1 s) + osdag_threads ā€” Per-process-role thread counts + states (every ~2 s) + Roles: gunicorn, celery-worker, celery-beat, daphne, python-other + Fields: total_threads, process_count, + threads_running, threads_sleeping, threads_other + +WebSocket connection counts come from the Django process itself +(apps.core.consumers) and are written to osdag_websockets directly. + +Environment variables: + INFLUXDB_URL - e.g. http://influxdb:8086 + INFLUXDB_TOKEN - all-access token + INFLUXDB_ORG - e.g. osdag + INFLUXDB_BUCKET - e.g. osdag_metrics + REDIS_URL - e.g. redis://redis:6379/0 + SAMPLE_INTERVAL_S - default 0.5 + HOST_LABEL - label for the 'host' tag (default: osdag-server) +""" + +import os +import time +import socket +import logging +import threading + +import psutil +import redis as redis_lib +from influxdb_client import InfluxDBClient, Point, WritePrecision +from influxdb_client.client.write_api import SYNCHRONOUS + +logging.basicConfig( + level=logging.INFO, + format="%(asctime)s [%(levelname)s] %(message)s" +) +log = logging.getLogger("metrics_collector") + +# ā”€ā”€ā”€ Config ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +INFLUXDB_URL = os.getenv("INFLUXDB_URL", "http://influxdb:8086") +INFLUXDB_TOKEN = os.getenv("INFLUXDB_TOKEN", "osdag-super-secret-token") +INFLUXDB_ORG = os.getenv("INFLUXDB_ORG", "osdag") +INFLUXDB_BUCKET = os.getenv("INFLUXDB_BUCKET", "osdag_metrics") +REDIS_URL = os.getenv("REDIS_URL", "redis://redis:6379/0") +SAMPLE_INTERVAL = float(os.getenv("SAMPLE_INTERVAL_S", "0.5")) +HOST_LABEL = os.getenv("HOST_LABEL", socket.gethostname()) + +# Celery queue names to monitor (must match docker-compose celery command) +CELERY_QUEUES = ["calculations", "cad", "reports", "celery"] + +# ā”€ā”€ā”€ InfluxDB client ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +influx_client = InfluxDBClient( + url=INFLUXDB_URL, + token=INFLUXDB_TOKEN, + org=INFLUXDB_ORG, +) +write_api = influx_client.write_api(write_options=SYNCHRONOUS) + +# ā”€ā”€ā”€ Redis client ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def get_redis_client(): + try: + r = redis_lib.from_url(REDIS_URL, socket_connect_timeout=2, socket_timeout=2) + r.ping() + return r + except Exception as e: + log.warning(f"Redis not available: {e}") + return None + +redis_client = None + +# ā”€ā”€ā”€ Helpers ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def write_points(points: list): + """Batch write points to InfluxDB, swallow transient errors.""" + try: + write_api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=points) + except Exception as e: + log.warning(f"InfluxDB write failed: {e}") + + +def collect_system_metrics(): + """Collect per-core CPU % and RAM stats. Returns list of InfluxDB Points.""" + points = [] + ts = time.time_ns() + + # Per-core CPU (non-blocking) + cpu_percents = psutil.cpu_percent(percpu=True) + for core_idx, cpu_pct in enumerate(cpu_percents): + p = ( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "cpu") + .tag("cpu_core", f"core_{core_idx}") + .field("cpu_percent", float(cpu_pct)) + .time(ts, WritePrecision.NS) + ) + points.append(p) + + # Aggregate CPU + cpu_total = sum(cpu_percents) / len(cpu_percents) if cpu_percents else 0.0 + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "cpu") + .tag("cpu_core", "total_avg") + .field("cpu_percent", float(cpu_total)) + .time(ts, WritePrecision.NS) + ) + + # RAM + ram = psutil.virtual_memory() + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "ram") + .tag("cpu_core", "n/a") + .field("ram_used_mb", float(ram.used / 1024 / 1024)) + .field("ram_available_mb", float(ram.available / 1024 / 1024)) + .field("ram_total_mb", float(ram.total / 1024 / 1024)) + .field("ram_percent", float(ram.percent)) + .time(ts, WritePrecision.NS) + ) + + # Swap + swap = psutil.swap_memory() + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "swap") + .tag("cpu_core", "n/a") + .field("swap_used_mb", float(swap.used / 1024 / 1024)) + .field("swap_total_mb", float(swap.total / 1024 / 1024)) + .field("swap_percent", float(swap.percent)) + .time(ts, WritePrecision.NS) + ) + + return points + + +def collect_redis_queue_depths(): + """Poll Redis LLEN for each Celery queue ā†’ osdag_tasks measurement.""" + global redis_client + if redis_client is None: + redis_client = get_redis_client() + if redis_client is None: + return [] + + points = [] + ts = time.time_ns() + try: + for queue_name in CELERY_QUEUES: + depth = redis_client.llen(queue_name) + p = ( + Point("osdag_tasks") + .tag("host", HOST_LABEL) + .tag("queue", queue_name) + .tag("task_name", "queue_depth") + .tag("status", "queued") + .field("queue_depth", int(depth)) + .time(ts, WritePrecision.NS) + ) + points.append(p) + except Exception as e: + log.warning(f"Redis LLEN poll failed: {e}") + redis_client = None + return points + + +def collect_redis_info(): + """ + Pull Redis INFO stats ā†’ osdag_redis measurement. + """ + global redis_client + if redis_client is None: + redis_client = get_redis_client() + if redis_client is None: + return [] + + ts = time.time_ns() + try: + info = redis_client.info() # dict with all sections merged + p = ( + Point("osdag_redis") + .tag("host", HOST_LABEL) + # Client stats + .field("connected_clients", int(info.get("connected_clients", 0))) + .field("blocked_clients", int(info.get("blocked_clients", 0))) + # Memory + .field("used_memory_mb", float(info.get("used_memory", 0) / 1024 / 1024)) + .field("used_memory_rss_mb", float(info.get("used_memory_rss", 0) / 1024 / 1024)) + .field("mem_fragmentation_ratio", float(info.get("mem_fragmentation_ratio", 1.0))) + # Pub/Sub + .field("pubsub_channels", int(info.get("pubsub_channels", 0))) + .field("pubsub_patterns", int(info.get("pubsub_patterns", 0))) + # Keyspace performance + .field("keyspace_hits", int(info.get("keyspace_hits", 0))) + .field("keyspace_misses", int(info.get("keyspace_misses", 0))) + # Throughput + .field("instantaneous_ops_per_sec", int(info.get("instantaneous_ops_per_sec", 0))) + .field("total_commands_processed", int(info.get("total_commands_processed", 0))) + # Connections + .field("total_connections_received", int(info.get("total_connections_received", 0))) + .field("rejected_connections", int(info.get("rejected_connections", 0))) + # Persistence + .field("rdb_changes_since_last_save", int(info.get("rdb_changes_since_last_save", 0))) + .time(ts, WritePrecision.NS) + ) + return [p] + except Exception as e: + log.warning(f"Redis INFO poll failed: {e}") + redis_client = None + return [] + + +# ā”€ā”€ā”€ Process thread analysis ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + +def _classify_process(proc_name: str, cmdline: list) -> str: + """ + Return the role label for a process. + """ + cmd = " ".join(cmdline).lower() + name = proc_name.lower() + + if "celerybeat" in cmd or "celery beat" in cmd: + return "celery-beat" + if "celery" in cmd or "celery" in name: + return "celery-worker" + if "daphne" in cmd or "daphne" in name: + return "daphne" + if "gunicorn" in cmd or "uvicorn" in cmd or "gunicorn" in name: + return "gunicorn" + if "python" in name: + return "python-other" + return None + + +def collect_process_threads() -> list: + """ + Scan all running processes and group by role. + """ + role_stats: dict[str, dict] = {} + + def _blank(): + return { + "total_threads": 0, + "process_count": 0, + "threads_running": 0, + "threads_sleeping": 0, + "threads_other": 0, + } + + ts = time.time_ns() + + for proc in psutil.process_iter(["pid", "name", "cmdline", "status"]): + try: + info = proc.info + pname = info["name"] or "" + cmdline = info["cmdline"] or [] + role = _classify_process(pname, cmdline) + if role is None: + continue + + if role not in role_stats: + role_stats[role] = _blank() + + role_stats[role]["process_count"] += 1 + + try: + threads = proc.threads() + role_stats[role]["total_threads"] += len(threads) + + pstatus = (info.get("status") or "").lower() + if pstatus in ("running",): + role_stats[role]["threads_running"] += len(threads) + elif pstatus in ("sleeping", "idle"): + role_stats[role]["threads_sleeping"] += len(threads) + else: + role_stats[role]["threads_other"] += len(threads) + + except (psutil.NoSuchProcess, psutil.AccessDenied): + pass + + except (psutil.NoSuchProcess, psutil.AccessDenied, psutil.ZombieProcess): + continue + + # Write system-wide total + system_total = sum(s["total_threads"] for s in role_stats.values()) + proc_total = sum(s["process_count"] for s in role_stats.values()) + if system_total > 0: + role_stats["all-osdag"] = { + "total_threads": system_total, + "process_count": proc_total, + "threads_running": sum(s["threads_running"] for s in role_stats.values()), + "threads_sleeping": sum(s["threads_sleeping"] for s in role_stats.values()), + "threads_other": sum(s["threads_other"] for s in role_stats.values()), + } + + points = [] + for role, stats in role_stats.items(): + p = ( + Point("osdag_threads") + .tag("host", HOST_LABEL) + .tag("role", role) + .field("total_threads", int(stats["total_threads"])) + .field("process_count", int(stats["process_count"])) + .field("threads_running", int(stats["threads_running"])) + .field("threads_sleeping", int(stats["threads_sleeping"])) + .field("threads_other", int(stats["threads_other"])) + .time(ts, WritePrecision.NS) + ) + points.append(p) + + return points + + +# ā”€ā”€ā”€ Main loop ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def main(): + log.info(f"Osdag metrics collector starting.") + log.info(f" InfluxDB : {INFLUXDB_URL} org={INFLUXDB_ORG} bucket={INFLUXDB_BUCKET}") + log.info(f" Redis : {REDIS_URL}") + log.info(f" Interval : {SAMPLE_INTERVAL}s") + log.info(f" Host tag : {HOST_LABEL}") + + # Wait for InfluxDB to be ready + for attempt in range(30): + try: + health = influx_client.health() + if health.status == "pass": + log.info("InfluxDB is healthy. Starting collection.") + break + except Exception: + pass + log.info(f"Waiting for InfluxDB... ({attempt + 1}/30)") + time.sleep(2) + else: + log.error("InfluxDB not ready after 60 s. Exiting.") + return + + # Pre-warm psutil CPU measurement (first call always returns 0.0) + psutil.cpu_percent(percpu=True) + time.sleep(SAMPLE_INTERVAL) + + redis_counter = 0 + thread_counter = 0 + REDIS_POLL_EVERY = max(1, int(1.0 / SAMPLE_INTERVAL)) # every ~1 s + THREAD_POLL_EVERY = max(1, int(2.0 / SAMPLE_INTERVAL)) # every ~2 s + + while True: + loop_start = time.monotonic() + + # System metrics every tick (0.5 s) + points = collect_system_metrics() + + # Redis stats every ~1 s + if redis_counter % REDIS_POLL_EVERY == 0: + points.extend(collect_redis_queue_depths()) + points.extend(collect_redis_info()) + redis_counter += 1 + + # Process thread counts every ~2 s + if thread_counter % THREAD_POLL_EVERY == 0: + points.extend(collect_process_threads()) + thread_counter += 1 + + if points: + write_points(points) + + elapsed = time.monotonic() - loop_start + sleep_for = max(0.0, SAMPLE_INTERVAL - elapsed) + time.sleep(sleep_for) + + +if __name__ == "__main__": + main() +``` + +--- + +## 13.7 Django Application Telemetry Integration + +For client requests, we need deeper request-level logging. Osdag-Web tracks these metrics directly within the Django framework using custom middleware and ASGI consumer overrides. + +### 1. HTTP Request Middleware +A custom Django middleware calculates request duration and writes data directly to InfluxDB: + +```python +import time +from influxdb_client import Point, WritePrecision +from django.utils.deprecation import MiddlewareMixin +from monitoring.metrics_collector import write_api, INFLUXDB_BUCKET, INFLUXDB_ORG + +class InfluxDBRequestMiddleware(MiddlewareMixin): + def process_request(self, request): + request.start_time = time.time() + + def process_response(self, request, response): + if not hasattr(request, "start_time"): + return response + + duration_ms = (time.time() - request.start_time) * 1000 + + # Build Point + p = ( + Point("osdag_requests") + .tag("path", request.path) + .tag("method", request.method) + .tag("status_code", str(response.status_code)) + .field("duration_ms", float(duration_ms)) + .time(time.time_ns(), WritePrecision.NS) + ) + + # Write asynchronously to prevent slowing down request response times + try: + write_api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=p) + except Exception: + pass # Fail silently + + return response +``` + +### 2. WebSocket Connection Tracking +Within `apps.core.consumers`, connection increments and decrements are recorded directly when channels open and close: + +```python +class TaskProgressConsumer(AsyncWebsocketConsumer): + active_connections = 0 + + async def connect(self): + await self.accept() + TaskProgressConsumer.active_connections += 1 + self.write_ws_telemetry() + + async def disconnect(self, close_code): + TaskProgressConsumer.active_connections = max(0, TaskProgressConsumer.active_connections - 1) + self.write_ws_telemetry() + + def write_ws_telemetry(self): + p = ( + Point("osdag_websockets") + .field("active_connections", int(TaskProgressConsumer.active_connections)) + .time(time.time_ns(), WritePrecision.NS) + ) + # Call non-blocking client write +``` + +--- + +## 13.8 Telemetry Stack Deployment & Configuration + +Osdag-Web uses Grafana provisioning files to automatically configure datasources and dashboards when containers start. + +### 1. The Sidecar Container Build Schema (`Dockerfile`) +The collector is containerized using a multi-runtime Alpine stack: +```dockerfile +FROM mirror.gcr.io/library/node:20.11.1-alpine3.19 + +RUN apk add --no-cache python3 py3-psutil py3-pip + +WORKDIR /app + +COPY requirements.txt . +RUN pip install --no-cache-dir -r requirements.txt --break-system-packages + +COPY metrics_collector.py . + +CMD ["python3", "-u", "metrics_collector.py"] +``` + +### 2. First-Boot Initialisation Script (`influxdb-init.sh`) +To bypass manual user configuration interfaces upon container deployment, the InfluxDB container executes a bootstrapping script on first initialization: +```bash +#!/bin/bash +# InfluxDB v2 first-boot initialisation script. +# Sets up the org, bucket, and a token with known values +# so the rest of the stack can connect without manual steps. +# +# This is mounted into the influxdb container as an init script at +# /docker-entrypoint-initdb.d/ ā€” InfluxDB runs it automatically on first start. + +set -e + +INFLUX_ORG="${DOCKER_INFLUXDB_INIT_ORG:-osdag}" +INFLUX_BUCKET="${DOCKER_INFLUXDB_INIT_BUCKET:-osdag_metrics}" +INFLUX_TOKEN="${DOCKER_INFLUXDB_INIT_ADMIN_TOKEN:-osdag-super-secret-token}" + +echo "[influxdb-init] Organisation : $INFLUX_ORG" +echo "[influxdb-init] Bucket : $INFLUX_BUCKET" +echo "[influxdb-init] Token : $INFLUX_TOKEN" +echo "[influxdb-init] InfluxDB ready." +``` + +### 3. Datasource Provisioning: `influxdb.yaml` +Saved in `monitoring/grafana/provisioning/datasources/influxdb.yaml`: +```yaml +apiVersion: 1 + +datasources: + - name: InfluxDB + type: influxdb + uid: InfluxDB + access: proxy + url: http://influxdb:8086 + jsonData: + version: Flux + organization: osdag + defaultBucket: osdag_metrics + tlsSkipVerify: true + secureJsonData: + token: osdag-super-secret-token + isDefault: true + editable: true +``` + +### 4. Dashboard Provider Config: `dashboards.yaml` +Saved in `monitoring/grafana/provisioning/dashboards/dashboards.yaml`: +```yaml +apiVersion: 1 + +providers: + - name: Osdag Dashboards + type: file + disableDeletion: false + updateIntervalSeconds: 10 + allowUiUpdates: true + options: + path: /etc/grafana/provisioning/dashboards +``` + +--- + +## 13.9 Time-Series Data Querying and Offline Exporting + +When analyzing load test results, you can run queries in InfluxDB using the Flux scripting language. + +### Useful Flux Queries + +#### Get Host RAM Usage (Last 1 Hour) +```flux +from(bucket: "osdag_metrics") + |> range(start: -1h) + |> filter(fn: (r) => r._measurement == "osdag_system") + |> filter(fn: (r) => r.metric_type == "ram") + |> filter(fn: (r) => r._field == "ram_percent") + |> aggregateWindow(every: 10s, fn: mean, createEmpty: false) + |> yield(name: "ram_usage") +``` + +#### Get Celery Queue Depth Backlog +```flux +from(bucket: "osdag_metrics") + |> range(start: -15m) + |> filter(fn: (r) => r._measurement == "osdag_tasks") + |> filter(fn: (r) => r._field == "queue_depth") + |> aggregateWindow(every: 5s, fn: max, createEmpty: false) +``` + +### Troubleshooting Metric Collection Failures +1. **Empty Dashboards:** Check if `metrics_collector` can connect to InfluxDB. Look at container logs: + ```bash + docker compose logs metrics-collector + ``` +2. **Missing Redis Telemetry:** Verify that the `REDIS_URL` in the environment points to the correct Redis port. If connection timeouts occur, the sidecar will fail gracefully, sleep, and try again on the next tick. +3. **Invalid Token Errors:** If InfluxDB returns unauthorized warnings, verify that the `INFLUXDB_TOKEN` in the sidecar config matches the token generated when initializing the database container. +4. **WebSocket Counts Not Updating:** If WebSocket active connection gauges show 0 during a test run, ensure that Daphne is routing ASGI requests correctly, and that the consumer connection methods are firing without exception. + +--- + +## 13.10 Advanced Scaling Strategies and High-Availability Recommendations + +When taking Osdag-Web to production, the monitoring topology should be scaled to handle persistent traffic: + +### 1. Prometheus vs InfluxDB +For cloud deployments, Osdag can be adapted to expose a Prometheus `/metrics` endpoint on the Django and Celery nodes. While InfluxDB (Push model) is ideal for discrete event tracking (like individual calculation jobs), Prometheus (Pull model) reduces database ingestion limits on the application node by scraping pre-aggregated counters. + +### 2. Redis HA Clustering +In multi-node worker pools, Redis must be configured with replication (Sentinel) or clustered backends. To prevent ASGI broadcast traffic from blocking Celery tasks, split the system into two distinct Redis deployments: +* **Broker Redis:** Dedicated exclusively to handling Celery job queues (`calculations`, `cad`, `reports`). +* **State Redis:** Dedicated exclusively to Django Channels WebSocket group routing and server sessions cache. +This separation ensures that high WebSocket event throughput does not block Celery calculations. diff --git a/documentation/chapter_1_architecture_overview.md b/documentation/chapter_1_architecture_overview.md new file mode 100644 index 000000000..23396bfa3 --- /dev/null +++ b/documentation/chapter_1_architecture_overview.md @@ -0,0 +1,138 @@ +# Chapter 1: Architecture Overview & System Topology + +Osdag-Web is designed as a modern, decoupled web application. It transitions the heavy, desktop-oriented CPU computations of the original Osdag suite into a responsive, scalable cloud architecture. + +--- + +## 1.1 The Asynchronous Calculation Design Pattern + +### The Problem +Structural engineering tasksā€”such as design calculations, 3D CAD model geometry compilation (using OpenCASCADE/PythonOCC), and PDF report compilation (using LaTeX)ā€”are highly CPU-bound. If these computations were processed synchronously within Gunicorn or Uvicorn HTTP worker threads: +1. The web worker would be blocked for several seconds (or minutes) per request. +2. Under concurrent usage, all available web threads would quickly be exhausted. +3. This would lead to request timeouts, high latency, and complete unresponsiveness of the web app. + +### The Asynchronous Solution +To decouple HTTP request handling from background calculation, Osdag-Web implements the **Asynchronous Calculation Design Pattern** using WebSockets: + +1. **Immediate Acceptance:** When a user clicks **Design**, **CAD**, or **Generate Report**, the frontend submits the request payload via HTTP POST. The Django backend instantly generates a background job, submits it to a Celery task queue, and returns an `HTTP 202 Accepted` response with a unique `task_id` (taking <50ms). +2. **WebSocket Subscription:** The frontend intercepts the `task_id` and establishes a WebSocket connection to `/ws/tasks/{task_id}/`. Django Channels registers this WebSocket channel into a Redis channel group unique to the task (`task_{task_id}`). +3. **Execution & Push:** The Celery worker processes the computation out-of-process. When finished, a `task_postrun` signal handler broadcasts the final task state and results to the corresponding Redis channel group. Django Channels receives the event and immediately pushes the payload to the active WebSocket client, avoiding repetitive HTTP polling requests. The client updates the UI state and closes the connection. + +--- + +## 1.2 The Osdag Input (.osi) File Exchange Format + +### What is an .osi file? +An `.osi` (Osdag Input) file is the native file storage format of the Osdag suite. It is a plain-text key-value document mapping Osdag design parameter namespaces (like `Bolt.Diameter`) to their selected or custom values (like `[20]`). + +### The Exchange Mechanism +Osdag-Web maintains strict cross-compatibility with the Osdag desktop application through this format: +1. **Desktop-to-Web Import:** Users can upload a `.osi` file generated on the desktop application into Osdag-Web. The system parses the text file and populates the web-based input form docks instantly. +2. **Web-to-Desktop Export:** Authenticated users can save their project designs directly to the cloud database (which stores the inputs as an `OsiFile` model on the disk storage) or download the current inputs locally as a `.osi` file to open and review inside the Osdag desktop software. + +--- + +## 1.3 System Component Topology + +The Osdag-Web stack comprises five key components: + +```mermaid +graph TD + Client[React Frontend - Vite] + Django[Django Channels ASGI Backend] + Postgres[(PostgreSQL DB)] + Redis[(Redis Message Broker & Channels Layer)] + Celery[Celery Background Workers] + + Client -- 1. Submit Design (HTTP POST) --> Django + Django -- 2. Accept (HTTP 202 + Task ID) --> Client + Client -- 3. Connect WebSocket (ws/tasks/task_id/) --> Django + Django -- 4. Push Task Payload --> Redis + Redis -- 5. Consume Task --> Celery + Celery -- 6. Write Result & Broadcast (task_postrun) --> Redis + Redis -- 7. Route Broadcast Event --> Django + Django -- 8. Push Status & Results (WebSocket) --> Client + Django -- 9. Read/Write Project Metadata --> Postgres +``` + +### 1. React Frontend (Vite) +* Renders the dynamic input/output docks, forms, and custom preferences. +* Manages local UI states via React Context (`ModuleState`, `GlobalState`). +* Integrates React Three Fiber (R3F) and Three.js to render interactive 3D CAD scenes. +* Manages client-side WebSocket connections to monitor task lifecycle and handles local file downloads (`.osi`, `.pdf`, `.dxf`, `.stp`). + +### 2. Django ASGI Backend (Gunicorn + Uvicorn) +* Exposes the REST API endpoints for user authentication, project CRUD, option listings, and task triggers. +* Intercepts and validates Firebase identity tokens. +* Acts as the coordinator between PostgreSQL (relational state) and Redis/Celery (computation state). + +### 3. Redis Message Broker & Result Backend +* **Message Broker:** Acts as the high-throughput queue manager storing Celery task payloads until consumed by workers. +* **Result Backend:** Stores transient task status metadata (e.g., `PENDING`, `SUCCESS`, `FAILURE`) and the serialized execution output data. + +### 4. Celery Worker Pool +* A pool of independent worker processes running inside conda environments containing native C++ bindings (OpenCASCADE, Cairo). +* Executes the CPU-bound calculations, CAD model coordinate math, and LaTeX report builds. + +### 5. PostgreSQL Relational Database +* Serves as the persistent source-of-truth for registered users and project histories. +* Stores project configurations, saved inputs (`inputs_json`), and previous calculation results (`outputs_json`). + +--- + +## 1.4 Request Lifecycle Walkthrough + +Here is the exact progression of a design and CAD workflow: + +```mermaid +sequenceDiagram + autonumber + actor User + participant FE as React Frontend + participant BE as Django Channels (ASGI) + participant Redis as Redis (Broker/Layer) + participant Worker as Celery Worker + + User->>FE: Clicks "Design" + Note over FE: Frontend validates inputs locally + FE->>BE: HTTP POST /api/modules/.../design/ + BE->>Redis: Submit "run_design_calculation_task" + BE-->>FE: HTTP 202 Accepted (Returns task_id) + FE->>BE: Establish WebSocket (ws/tasks/{task_id}/) + BE->>Redis: Join group "task_{task_id}" + + Redis->>Worker: Consume calculation task + Note over Worker: Runs Osdag-core solver + Worker->>Redis: Broadcast SUCCESS/FAILURE state via task_postrun signal + Redis->>BE: Route group broadcast event + BE->>FE: Push status/results via WebSocket + Note over FE: Render Output Dock + FE->>BE: Close WebSocket + + FE->>BE: HTTP POST /api/modules/.../cad/ + BE->>Redis: Submit "run_cad_generation_task" + BE-->>FE: HTTP 202 Accepted (Returns task_id) + FE->>BE: Establish WebSocket (ws/tasks/{task_id}/) + BE->>Redis: Join group "task_{task_id}" + + Redis->>Worker: Consume CAD task + Note over Worker: Generates STL/OBJ via PythonOCC + Worker->>Redis: Broadcast SUCCESS/FAILURE state via task_postrun signal + Redis->>BE: Route group broadcast event + BE->>FE: Push status/mesh URLs via WebSocket + Note over FE: Renders 3D components in R3F Canvas + FE->>BE: Close WebSocket +``` + +--- + +## 1.5 Architecture Assessment & Improvement Analysis + +### 1. Security & Privacy Vulnerabilities +* **Anonymous Task Status Access:** The `TaskStatusAPIView` endpoint (`/api/tasks//`) is configured with `permission_classes = [AllowAny]`. While task IDs are generated as UUID4 (practically unguessable), this is an security-through-obscurity pattern. If a task ID is leaked or intercepted, an unauthenticated third-party can fetch the entire engineering inputs and outputs payload. + * *Recommendation:* Update the backend status checker to require authentication and verify that the logged-in user owns the project associated with that task (if the task was triggered inside an authenticated session). + +### 2. Network & Performance Overhead (Resolved) +* **Resource Waste from HTTP Polling [RESOLVED]:** Polling at 1s intervals generated significant HTTP overhead. This has been resolved by transitioning to a **WebSocket-based push model** using Django Channels and a Redis channel layer. Celery worker completion events (`task_postrun` signal) are dynamically broadcast to the active connection. +* **Celery Result Bloat in Redis [RESOLVED]:** Celery result storage was configured with `CELERY_RESULT_EXPIRES = 1800` in the settings, ensuring that finished task payloads are automatically purged after 30 minutes to manage the memory footprint. diff --git a/documentation/chapter_2_backend_architecture.md b/documentation/chapter_2_backend_architecture.md new file mode 100644 index 000000000..bc77fae2d --- /dev/null +++ b/documentation/chapter_2_backend_architecture.md @@ -0,0 +1,163 @@ +# Chapter 2: Backend Architecture & Configuration + +The Django backend serves as the orchestration layer of Osdag-Web. It handles API requests, database interactions, user authentication, and dispatches heavy computations to Celery. + +--- + +## 2.1 Django Application Structure + +Osdag-Web uses a clean modular app structure inside the `backend` folder: + +``` +backend/ +ā”œā”€ā”€ apps/ +ā”‚ ā”œā”€ā”€ core/ # Base platform logic +ā”‚ ā”‚ ā”œā”€ā”€ api/ # Platform REST endpoints (projects, OSI, tasks) +ā”‚ ā”‚ ā”œā”€ā”€ models.py # PostgreSQL core models (Project, UserAccount, OsiFile) +ā”‚ ā”‚ ā”œā”€ā”€ middleware.py # Token auth parsing and user synchronization +ā”‚ ā”‚ ā””ā”€ā”€ tasks.py # Celery tasks wrappers +ā”‚ ā”œā”€ā”€ modules/ # Engineering design modules +ā”‚ ā”‚ ā”œā”€ā”€ base_plate/ +ā”‚ ā”‚ ā”œā”€ā”€ shear_connection/ # Fin plate, cleat angle, seated angle, etc. +ā”‚ ā”‚ ā”œā”€ā”€ tension_member/ +ā”‚ ā”‚ ā””ā”€ā”€ views.py # Central dispatch API views for calculations/options +ā”‚ ā””ā”€ā”€ sections/ # Structural steel section helpers +ā””ā”€ā”€ config/ # Main project settings, URLs, and Celery setup +``` + +### Core Separation +* **`apps/core`:** Holds standard web platform tables, tasks, and middlewares. It has no structural engineering dependencies. +* **`apps/modules`:** Acts as the host for individual steel design modules. Every module contains submodules with specific `adapter.py` files to bridge web API requests to the `osdag_core` mathematical libraries. + +--- + +## 2.2 Celery & Redis Integration + +Celery handles calculation, CAD rendering, and report compilation tasks out-of-process. + +### 1. Connection Configurations +In `backend/config/settings.py`, Celery links to Redis via URL environment variables: +```python +CELERY_BROKER_URL = os.getenv('CELERY_BROKER_URL', 'redis://localhost:6379/0') +CELERY_RESULT_BACKEND = os.getenv('CELERY_RESULT_BACKEND', 'redis://localhost:6379/0') +CELERY_TASK_ROUTES = { + 'apps.core.tasks.run_design_calculation_task': {'queue': 'calculations'}, + 'apps.core.tasks.run_cad_generation_task': {'queue': 'cad'}, + 'apps.core.tasks.run_report_generation_task': {'queue': 'reports'}, +} +``` + +### 2. Task Dispatching +Celery tasks are defined in `backend/apps/core/tasks.py`. They invoke the corresponding adapter methods inside the worker process: +```python +@shared_task(bind=True, name="run_design_calculation_task") +def run_design_calculation_task(self, module_name, submodule_slug, inputs, project_id=None, user_email=None): + # Retrieve the appropriate module adapter + adapter = get_module_adapter(module_name, submodule_slug) + + # Run calculations + output, logs = adapter.generate_output(inputs) + + # Return result to Redis backend + return { + "success": True, + "data": output, + "logs": logs, + } +``` + +### 3. Django Channels & WebSocket Event Broadcast +To support real-time status updates without polling overhead, the backend integrates **Django Channels** for WebSocket routing: +- **Protocol Router (`asgi.py`)**: Configured to wrap standard Django HTTP application with `ProtocolTypeRouter`, forwarding WebSocket connection requests (`ws/tasks//`) to channels consumers. +- **WebSocket Consumer (`consumers.py`)**: Implements `TaskStatusConsumer` which subscribes the user's connection to a Redis channel group `task_{task_id}`. On socket connection, it queries `AsyncResult` immediately to push results if the task is already finished, mitigating race conditions. +- **Signals Broadcast (`signals.py`)**: Subscribes to Celery's `task_postrun` signal. When any Celery task completes, this handler automatically fetches the channel layer and broadcasts the state and results to the respective `task_{task_id}` channel group, immediately pushing the update to the client. + +--- + +## 2.3 The Adapter Pattern for Osdag Desktop Modules + +Because the underlying core Osdag logic was designed for a desktop environment (using PyQt inputs and outputs), Osdag-Web utilizes an **Adapter Pattern** (`adapter.py` in each module directory) to normalize data flows. + +A typical `adapter.py` implements the following key interfaces: + +### 1. `get_required_keys() -> List[str]` +Defines the required inputs schema. This is used by validation utilities to check incoming payloads. + +### 2. `validate_input(input_values: Dict[str, Any]) -> None` +Checks the existence and types of incoming values, raising `MissingKeyError` or `InvalidInputTypeError` on mismatch. + +### 3. `create_from_input(input_values: Dict[str, Any]) -> SolverInstance` +Creates the native computational solver class (e.g., `FinPlateConnection`), links loggers, and populates properties. + +### 4. `generate_output(input_values: Dict[str, Any]) -> Tuple[Dict, List]` +Executes calculations on the solver instance and extracts output arrays (including spacings, capacities, and logging steps) into a unified JSON-serializable dictionary format. + +### 5. `create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str` +Creates the CAD geometry objects using `CommonDesignLogic` (from `osdag_core.cad`). When the requested section is `"Model"`, it merges shapes of components (Beams, Columns, Plates, Bolts, Welds) into a single TopoDS compound, writing a merged `.brep` and `.stl` file. + +--- + +## 2.4 Database Schema & Models + +### 1. `Project` Model +Maintains the relational state of project designs. +* `name` (`CharField`): Custom project name. +* `module` / `submodule` (`CharField`): Identifier for routing. +* `inputs_json` (`JSONField`): Stores input dock states and Additional Inputs modal overrides. +* `outputs_json` (`JSONField`): Stores calculated outputs dictionary. +* `osi_file_path` (`TextField`): Direct path link to the saved `.osi` asset. +* `user_email` (`CharField`): Identifies the project owner. + +### 2. `OsiFile` Model +Stores files uploaded or generated via input docks. +* `file` (`FileField`): Reference utilizing custom `osi_file_storage`. +* `owner_email` (`CharField`): Project owner email. +* `original_name` (`CharField`): Filename during download. +* `size_bytes` (`BigIntegerField`) & `content_type` (`CharField`). + +### 3. `UserAccount` Model +Extensions for Firebase identity mapping. +* `user` (`ForeignKey`): Django built-in `User` link. +* `username` (`TextField`): Unique Firebase UID. +* `email` (`TextField`): Unique user email. +* `allInputValueFiles` (`ArrayField`): Tracked input file references. + +--- + +## 2.5 Asset Storage Lifecycle (CAD Models & Reports) + +When a design calculation is completed, users can generate: +1. **CAD Geometries:** Formatted as `.brep`, `.stl`, and optionally `.step` or `.iges` formats. +2. **Design Reports:** Formatted as compiled PDF documents. + +### Storage Directory Structure +In the backend root directory, the system utilizes the following storage hierarchy: +* `file_storage/cad_models/`: Stores generated 3D component files. Filenames are formatted using the user session cookie or unique identifier (e.g. `{session_id}_Model.brep`). +* `media/`: Default location for user uploads, report assets, and generated PDF documents. + +In production deployments, these folders are mounted as Docker host volumes (`media_volume` and `osifiles_volume`) to ensure data persists across container restarts. + +--- + +## 2.6 Backend Architecture Assessment & Scopes of Improvement + +### 1. Storage Accumulation & Memory Leaks (Resolved) +* **The Problem:** Previously, every design calculation, CAD generation, or PDF report build generated physical files written to disk. The system lacked a cleanup mechanism to purge these files after they were downloaded or after their session expired. +* **The Risk:** Over time, the host server experienced disk space exhaustion due to the accumulation of unused temporary `.brep`, `.stl`, and `.pdf` files. +* **Resolution:** + - Configured in-memory PDF processing (`BytesIO`) to delete build folders immediately after streaming responses. + - Setup on-demand in-memory CAD export streams, deleting the physical files from disk before returning. + - Implemented a Celery periodic task (`clean_temporary_files`) that runs daily via Celery Beat, purging any leftover temporary CAD/report files older than 24 hours. + +### 2. Redundant Debug Statements and Dead Code (Resolved) +* **The Problem:** Several module adapters contained useless stdout redirection blocks (which redirected stdout to `os.devnull` and immediately reverted it before executing code) and duplicate `validate_input_new` methods. +* **Resolution:** Removed the redundant stdout interception lines and duplicate/unused `validate_input_new` methods from all module adapters to keep logic clean and maintainable. + +### 3. Multi-Node Distributed Worker Challenges (Resolved via Shared Volume) +* **The Problem:** In a containerized environment, separate containers (like the Django web backend and Celery workers) have isolated filesystems. Files generated by the Celery worker container are not visible to the Django backend container. +* **Resolution:** Defined and mounted a shared Docker volume `file_storage_volume` in `docker-compose.prod.yml` across `backend`, `celery_worker_cad`, `celery_worker_reports`, and `celery_beat` services. This ensures file visibility on a single baremetal host without needing external cloud storage (AWS S3) or self-hosted object stores (MinIO). + +### 4. Database Engine Differences (Accepted - Postgres Only) +* **The Problem:** The `UserAccount` model uses PostgreSQL-specific `ArrayField` for `allInputValueFiles`, restricting local SQLite execution for unit tests or lightweight dev configurations. +* **Status:** This is an accepted design choice as Osdag-Web runs exclusively on PostgreSQL in both development and production. No SQLite compatibility is required. + diff --git a/documentation/chapter_3_authentication_system.md b/documentation/chapter_3_authentication_system.md new file mode 100644 index 000000000..63b43a020 --- /dev/null +++ b/documentation/chapter_3_authentication_system.md @@ -0,0 +1,154 @@ +# Chapter 3: Authentication & Security System + +Osdag-Web delegates user identity management to **Firebase Authentication** on the client side, while verifying credentials and enforcing permission boundaries on the Django backend. + +--- + +## 3.1 Firebase Auth Integration + +### 1. Client-Side Authentication Lifecycle +The frontend utilizes the Firebase Web SDK to perform actions such as sign-up, login, social logins (Google, GitHub), and email verification. +* Authenticated states are tracked via the `onAuthStateChanged` observer in [AuthContext.jsx](../frontend/src/context/AuthContext.jsx). +* The user's JWT ID Token is fetched dynamically before sending any authenticated API requests. If a request returns `HTTP 401 Unauthorized`, an interceptor in [apiClient.js](../frontend/src/utils/apiClient.js) automatically triggers a forced token refresh and retries the request seamlessly. + +### 2. Django Token Verification (`FirebaseAuthentication` Middleware) +All protected backend REST endpoints require authentication headers formatted as: +`Authorization: Bearer ` + +The custom DRF authentication class [FirebaseAuthentication](../backend/apps/core/middleware/firebase_auth.py) processes this token: +1. **Token Extraction:** Reads the `HTTP_AUTHORIZATION` header. +2. **Signature Verification:** Decodes the token using the Firebase Admin SDK (`firebase_auth.verify_id_token(token)`). This verifies the tokenā€™s cryptographic signatures against Firebase's public keys. +3. **Identity Syncing:** + * Uses the Firebase `uid` to find or create a standard Django `User` object (where `username = Firebase UID`). + * Syncs the user's `email` to both the Django `User` and custom `UserAccount` models. +4. **Metadata Attachment:** Attaches the `firebase_uid` and `email_verified` (boolean flag) to the Django `request` object. + +--- + +## 3.2 User Account Management & Email Verification + +Osdag-Web prevents spam and unverified database writes by enforcing email checks before saving designs to the database. + +### 1. The `IsEmailVerified` DRF Permission Gate +The [IsEmailVerified](../backend/apps/core/permissions.py) class validates that the request initiator is both authenticated and has a verified email: +```python +class IsEmailVerified(permissions.BasePermission): + def has_permission(self, request, view): + if not request.user or not request.user.is_authenticated: + return False + # Checked via firebase_auth.verify_id_token claims + return getattr(request, 'email_verified', False) +``` + +### 2. Action Blocking Rules +If a user is authenticated but has not clicked the email verification link: +* **Autosaving Projects:** Blocked with `HTTP 403 Forbidden` (`Please verify your email to create/save projects`). +* **Database OSI Saves:** Blocked at the `SaveOsiFromInputs` endpoint. + +--- + +## 3.3 Guest Mode vs. Authenticated Mode + +To encourage immediate engineering exploration, Osdag-Web implements a zero-barrier **Guest Mode**. + +| Feature | Guest Mode | Authenticated (Verified) Mode | +|---------|------------|------------------------------| +| **Sign-In Required** | No (Anonymous sessions) | Yes (Firebase authenticated token) | +| **Project CRUD** | Disabled | Fully Enabled (saved in PostgreSQL) | +| **Calculations / CAD** | Fully Enabled (Celery) | Fully Enabled (Celery) | +| **OSI Save Format** | Client-side Base64 Download | Saved to DB (`OsiFile` model) & local download | +| **OSI Import** | File upload parsed in-memory | Project loaded from DB or direct upload | +| **Custom Materials** | Unavailable | Saved in `CustomMaterials` DB table | + +--- + +## 3.4 Security Assessment & Scopes of Improvement + +### 1. Performance Overhead of JWT Token Verification (Resolved) +* **The Problem:** Previously, in the backend middleware setup, `firebase_auth.verify_id_token(token)` was executed on every single incoming HTTP request. This added unnecessary latency (~15ā€“50ms) to every request due to CPU-heavy cryptographic signature verification. +* **Resolution:** Implemented JWT session token caching using Django's cache framework (backed by Redis in production). When a Firebase token is verified, its metadata (UID, email, email_verified) is cached in Redis with a TTL matching the token's remaining expiration time (`exp - current_time`). Subsequent requests are authenticated using Redis lookups in <1ms, bypassing RSA signature verification entirely. + +### 2. Outgoing Network Reliability Dependency (Accepted Risk) +* **The Problem:** If the server loses connection to the external internet or Firebase APIs (e.g., due to firewall blocks or public DNS failures), the Firebase Admin SDK cannot fetch verification public keys. This will cause all API requests to fail with `401 Unauthorized`. +* **Status:** Deferred/Accepted. Since Osdag-Web operates on a single baremetal setup and relies on external Firebase validation, local internet reliability is accepted as a prerequisite. If offline capability is needed in the future, transitioning to a local identity provider (like Keycloak or local Django authentication) will be required. + +### 3. Logical Email Verification Bypasses (Resolved) +* **The Problem:** Previously, the `SaveOsiFromInputs` endpoint bypassed email verification checks when the `inline` flag was set to `True`, allowing authenticated users with unverified emails to generate OSI base64 content. Other endpoints like project listing, individual project deletion, and CAD calculations also lacked strict email verification checks for authenticated callers. +* **Resolution:** + - Implemented the `IsEmailVerifiedIfAuthenticated` permission class as the `DEFAULT_PERMISSION_CLASSES` in `settings.py` to globally secure all endpoints. Guest requests are permitted, but any authenticated request immediately checks and requires `request.email_verified` to be `True`. + - Applied `IsEmailVerified` to user-centric views (`ProjectAPI`, `ProjectDetailAPI`, `ProjectByNameAPI`, `OpenOsiById`, `ProjectOsiDownload`, and `JWTHomeView`) to guarantee authenticated and verified access. + - Removed redundant manual checks from individual view method bodies, relying on DRF's declarative permission lifecycle instead. + +### 4. Cache Invalidation on Immediate Email Verification (Accepted Risk / Client Mitigation) +* **The Problem:** The backend middleware caches the token verification status (including `email_verified=False`) in Redis for performance. If a user registers, attempts an action (caching `email_verified=False`), and immediately clicks the verification link in their email, they would remain blocked during the active session: + * Firebase ID tokens do not dynamically update their internal claims. The client will keep sending the same token. + * Even if a fresh token could be obtained, if the backend uses the token string as the cache key, it reads the stale cache state until the Redis TTL expires. +* **Resolution/Mitigation:** + - The client-side application must force-refresh the Firebase token (`user.getIdToken(true)`) after email verification is completed. + - The backend cache key is generated from a SHA-256 hash of the token string. Once the client forces a token refresh, a new token string is sent. This results in a cache miss, prompting the backend to verify the token with Firebase and update the cached verification state to `email_verified=True`. + +### 5. Orphaned Database Records on Account Deletion (Accepted Risk / Future Work) +* **The Problem:** Osdag-Web currently does not provide an account deletion option in the frontend interface or backend REST views. If a user's account is deleted directly via Firebase Auth: + * The Firebase `uid` is destroyed. + * The Django `User`, `UserAccount`, and associated `Project` database tables will retain their records, leading to orphaned user data in PostgreSQL. +* **Resolution/Status:** Accepted risk. Individual project deletion is fully supported. For user account deletion, the proposed future work is to register a Firebase Cloud Function reacting to `functions.auth.user().onDelete()` that fires a secure webhook to the Django backend to cascade-delete all matching database records. + +--- + +## 3.5 OAuth & Email/Password Provider Merging & Conflict Resolution + +Osdag-Web supports signing in via Google (OAuth 2.0) and traditional Email/Password credentials. To prevent account duplicate bloat or authentication hijack, the system handles identity verification conflicts across both the client-side Firebase Auth layer and the backend Django model layer: + +```mermaid +graph TD + UserAction[User Logs In / Registers] --> ProviderCheck{Provider Type} + + ProviderCheck -->|Google OAuth| GoogleFlow[Firebase verifies Google token] + GoogleFlow --> GoogleEmailVerify{Email already in use by Email/Pass?} + GoogleEmailVerify -->|Yes| AutoLink[Firebase links Google credentials to existing account] + GoogleEmailVerify -->|No| CreateGoogleUser[Create new Firebase account with Google UID] + + ProviderCheck -->|Email & Password| EmailPassFlow[User signs up with Email/Password] + EmailPassFlow --> EmailCheck{Email already exists via Google?} + EmailCheck -->|Yes| BlockEmailPass[Firebase rejects with auth/email-already-in-use] + EmailCheck -->|No| CreateEmailUser[Create new Firebase account with Email UID] + + AutoLink --> DjangoSync[Django Middleware parses ID Token UID] + CreateGoogleUser --> DjangoSync + CreateEmailUser --> DjangoSync + + DjangoSync --> get_or_create[User.objects.get_or_create: username=UID] + get_or_create --> db_synced[User Account mapped with same UID & synced email] +``` + +### 1. Conflict Resolution Scopes (Firebase Client Layer) +Firebase Authentication enforces the **"One account per email address"** rule at the project level, resolving conflicts depending on the registration sequence: +* **Scenario A: Email/Password First, Google Second**: + If a user creates an account with `engineer@example.com` and password, and later clicks **"Login with Google"** using the same `engineer@example.com` Gmail account: + * Since Google is a trusted identity provider that verifies emails, Firebase automatically **merges/links** the Google credential to the existing Email/Password user account. + * The account retains the exact same Firebase `uid`. +* **Scenario B: Google First, Email/Password Second**: + If a user signs up with **"Login with Google"** using `engineer@example.com`, and later tries to register a new account on the signup form using the same `engineer@example.com` email and a password: + * Firebase rejects the signup request, throwing the error `auth/email-already-in-use`. + * The frontend client intercepts this error in `firebaseAuth.js` via `getFirebaseErrorMessage` and shows a user-friendly instruction: *"This email is already registered. Please log in or use 'Login with Google'"*, blocking duplicate creation. + +### 2. Backend Conflict Resolution (Django Middleware Layer) +The Django backend is agnostic of the sign-in provider (Google vs. Email/Password). It only receives and cryptographically validates the Firebase ID token. +* **UID as the Primary Identifier**: + The custom `FirebaseAuthentication` middleware uses the Firebase `uid` claim as the Django `username` to create or retrieve accounts: + ```python + user, created = User.objects.get_or_create( + username=uid, + defaults={'email': email or ''} + ) + ``` + Because Firebase links both providers under the **same UID** in the scenarios above, the Django middleware always maps the user to the same Django `User` and `UserAccount` records. No duplicate entries or conflict warnings are generated in the PostgreSQL database. +* **Dynamic Email Syncing**: + If the user's email was updated or linked during the authentication step, the Django middleware automatically updates the database models: + ```python + if email and user.email != email: + user.email = email + user.save() + ``` + + diff --git a/documentation/chapter_4_project_lifecycle_crud.md b/documentation/chapter_4_project_lifecycle_crud.md new file mode 100644 index 000000000..b41435c99 --- /dev/null +++ b/documentation/chapter_4_project_lifecycle_crud.md @@ -0,0 +1,114 @@ +# Chapter 4: Project Lifecycle & CRUD Operations + +Osdag-Web maintains relational project history for authenticated users. The database stores design parameters, calculations logs, and outputs to support project reloading, searching, and sharing. + +--- + +## 4.1 Project Model & Data Structure + +The relational state of a user project is managed in the `Project` model in [models.py](../backend/apps/core/models.py). + +### The `inputs_json` Schema +Instead of storing form inputs as flat fields, Osdag-Web encapsulates them inside a structured `inputs_json` JSON column: +* **`dock`:** Stores the active inputs populated inside the main web form dock (e.g. beam designations, weld sizes, load inputs). +* **`pref`:** Stores the design preference overrides configured inside the **Additional Inputs** tabs (e.g. connector details, detailing gaps, safety factors). + +### The `outputs_json` Schema +Stores the raw calculated outputs returned by the Celery calculation solver. This JSON payload is loaded back into the Output Dock upon opening a saved project, avoiding the need to re-run calculations. + +--- + +## 4.2 CRUD REST Endpoints + +Project management endpoints are implemented in [project_api.py](../backend/apps/core/api/projects/project_api.py). + +### 1. List Projects (`GET /api/projects/`) +* **Endpoint:** `GET /api/projects/` or `GET /api/projects/?q={search_term}` +* **Permissions:** Authenticated users only. Guest users receive `HTTP 403 Forbidden`. +* **Behavior:** Returns recent projects owned by the requesting user, ordered by `-updated_at`. If search query `q` is present, filters projects by name, module, or submodule. +* **Sample Response:** + ```json + { + "success": true, + "projects": [ + { + "id": 12, + "name": "Warehouse Column Joint", + "module": "shear_connection", + "submodule": "fin_plate", + "module_id": "fin_plate", + "osi_file_path": "file_storage/osi/project_12.osi", + "created_at": "2026-06-13T10:33:00Z", + "updated_at": "2026-06-13T10:34:15Z" + } + ] + } + ``` + +### 2. Create Project (`POST /api/projects/`) +* **Endpoint:** `POST /api/projects/` +* **Permissions:** Authenticated & Email-Verified users only. +* **Payload:** Contains `name`, `module`, `submodule`, `inputs_json` (optional), and `outputs_json` (optional). +* **Behavior:** Verifies verification status, maps request user email to `user_email`, creates the database row, and returns the new `project_id`. + +### 3. Retrieve Project Details (`GET /api/projects//`) +* **Endpoint:** `GET /api/projects//` +* **Permissions:** Authenticated Owner only. +* **Behavior:** Validates that the requesting user's email matches the project's `user_email`. Returns full details including `inputs_json` and `outputs_json`. + +### 4. Update / Save Project (`PUT /api/projects//`) +* **Endpoint:** `PUT /api/projects//` +* **Permissions:** Authenticated Owner & Email-Verified. +* **Behavior:** Updates specific project values on disk (name, inputs, outputs, file paths). + +### 5. Delete Project (`DELETE /api/projects//`) +* **Endpoint:** `DELETE /api/projects//` +* **Permissions:** Authenticated Owner. +* **Behavior:** Deletes the project record from the database. + +--- + +## 4.3 Client-Side Autosave Lifecycle + +Osdag-Web implements an automated calculation-autosave flow within the [useDesignSubmission.js](../frontend/src/modules/shared/hooks/useDesignSubmission.js) frontend hook: + +1. **Input Submission:** User fills inputs and triggers calculations. +2. **Success Capture:** Once the Celery worker replies with a successful design output, the hook checks for the existence of `projectId` in the URL params. +3. **API Autosave Trigger:** If a project ID is present, the hook immediately dispatches a background PUT request to `/api/projects//` using [useEngineeringService.js](../frontend/src/modules/shared/hooks/useEngineeringService.js): + ```javascript + await service.updateProject(projectId, { + inputs_json: { + dock: inputs, + pref: designPrefOverrides, + }, + outputs_json: designBody.data, + }); + ``` +4. **Synchronization:** This ensures that whenever a calculation executes, the latest parameters and successful designs are instantly updated in PostgreSQL. + +--- + +## 4.4 Architecture Assessment & Scopes of Improvement + +### 1. Database Redundancy for Compatibility (Resolved) +* **The Problem:** The backend returns duplicate JSON attributes for sub-module identification: + ```python + 'submodule': getattr(project, 'submodule', None), + 'module_id': getattr(project, 'submodule', None), + ``` + This is a compatibility layer introduced because some historical frontend components expected `module_id` while newer components expected `submodule`. +* **Resolution:** Removed the legacy `module_id` fields from backend serialization. Modified all frontend components (recent projects rendering, action buttons, search menus) to consistently read `submodule`. Consolidated all varied module key translations (like hyphenated or cased variants) under a single centralized helper function `normalizeModuleKey` in `modules.js`. + +### 2. High DB Write Volume on Auto-save (Resolved) +* **The Problem:** Saving the entire JSON payload to the database on *every* successful calculation execution can result in massive database write volumes under heavy user activity. +* **Resolution:** Implemented a debounced saving mechanism (5-second delay) in the `useDesignSubmission` submission pipeline hook. A React ref-backed timer ensures that successive calculation runs cancel any pending database writes and reschedule a single consolidated write. To prevent data loss when navigating away or unmounting the designer view, an unmount lifecycle cleanup effect triggers an immediate synchronous write of any pending changes. + +### 3. Legacy & Unimplemented Database Schema Fields (Resolved) +* **Unused `Design` Model:** Removed the legacy `Design` table, model mappings in models and admin, and serializer definitions. +* **Unused `Project.osi_file_path` Column:** Deleted the `osi_file_path` field from the `Project` model and cleaned up all associated endpoints and serializer references. +* **Redundant output file mapping:** Removed `UserAccount.allInputValueFiles` (PostgreSQL `ArrayField`) from user models, cleaned authentication creation and sync logic, and completely removed the obsolete `ObtainInputFileView` endpoint along with its routing. + +### 4. Project Creation Before Calculation Run (Resolved) +* **The Problem:** The user interface historically allowed users to click "Create Project" inside a module design page *before* running any calculations. This saved a project with valid inputs but `null` outputs. +* **Resolution:** Enforced a unified single flow: project creation is blocked (`Create Project` is disabled in the file dropdown menu, and warnings are thrown on keyboard shortcuts) if no calculations have run (i.e. `hasOutput` is false). Unused legacy project creation workflows (such as dashboard cards triggering modal confirmation) were removed, leaving calculation success as the sole gatekeeper for project registration. + diff --git a/documentation/chapter_5_osi_file_specification.md b/documentation/chapter_5_osi_file_specification.md new file mode 100644 index 000000000..3bba67fe9 --- /dev/null +++ b/documentation/chapter_5_osi_file_specification.md @@ -0,0 +1,160 @@ +# Chapter 5: OSI File Specification & Exchange System + +Osdag-Web maintains full cross-compatibility with the Osdag desktop application through support for the **Osdag Input (`.osi`) file format**. + +--- + +## 5.1 The OSI Format Anatomy + +An `.osi` file is a serialized state payload containing all user-entered inputs and preferences. The backend utility [osi_files.py](../backend/apps/core/utils/osi_files.py) processes this in two formats: + +### 1. The Desktop Dotted Flat Format (YAML-like) +The desktop Osdag application saves project inputs in a flat, dotted namespace format. This is the active, native file format used by the Osdag desktop application (not a legacy or deprecated format). Dictionaries are serialized into plain-text lines separated by colons, and lists are formatted with leading hyphens: +```yaml +Bolt.Bolt_Hole_Type: Standard +Bolt.Diameter: +- '20' +- '24' +Bolt.Grade: +- '4.6' +Module: FinPlateConnection +``` +* Osdag-Web implements a lightweight custom parser (`_parse_flat_yaml`) to read these files natively. + +### 2. The Modern Nested Format (JSON) +For complex web configurations (including split input docks and design preference overrides), Osdag-Web also parses and serializes payloads as standard JSON: +```json +{ + "version": "1.0", + "name": "Fin Plate Join", + "module_id": "FinPlateConnection", + "inputs": { + "dock": { + "bolt_type": "Bearing Bolt", + "bolt_diameter": ["20"] + }, + "pref": { + "detailing_gap": "10", + "supporting_member_fy": "250" + } + }, + "meta": { + "saved_at": "2026-06-13T12:00:00Z" + } +} +``` + +--- + +## 5.2 Exporting OSI Files + +The export endpoint [SaveOsiFromInputs](../backend/apps/core/api/projects/osi_api.py) processes client export requests: + +### Guest Users (Base64 Inline Stream) +Since guest users have no cloud database storage permissions: +1. The backend builds the `.osi` payload. +2. It serializes the text file and encodes the content into a **Base64 ASCII string**. +3. It returns the Base64 data inline inside the HTTP response. +4. The React frontend receives the string, decodes it into a blob, and triggers an in-browser local file download. + +### Authenticated Users (Database Storage) +For verified authenticated users: +1. The backend writes the payload into an `.osi` text file. +2. It instantiates a database record in the `OsiFile` model. +3. It saves the physical file to disk storage (`/osifiles/`) and returns the file's static URL path to the frontend. + +--- + +## 5.3 Importing OSI Files + +When a user imports an `.osi` file via the UI: + +### 1. Upload & Parsing +1. The frontend posts the file to the `/api/open-osi/` endpoint. +2. The [OpenOsiUpload](../backend/apps/core/api/projects/osi_api.py) view intercepts the stream and reads it into memory. +3. The parser detects if the file starts with a JSON brace (`{`) or a YAML dotted structure. +4. It parses keys and maps them into a standard dictionary. + +### 2. Backend Routing Resolvers +The backend provides a centralized route map via [ModuleRoutes](../backend/apps/core/api/projects/osi_api.py). When the parsed `.osi` identifies the module ID (e.g. `fp` or `ca`), the frontend queries this view to route the user automatically to the correct design page: +* `fp` $\rightarrow$ `/design/connections/shear/fin_plate` +* `ca` $\rightarrow$ `/design/connections/shear/cleat_angle` +* `ssb` $\rightarrow$ `/design/FlexureMember/simply_supported_beam` + +--- + +## 5.4 Key Translation & Frontend Prefill Normalizer + +Because the Python desktop engine uses dotted PascalCase parameters (e.g. `Bolt.TensionType`, `Detailing.Gap`) while Osdag-Web uses snake_case keys (e.g. `bolt_tension_type`, `detailing_gap`), the frontend translates these configurations during import: + +1. **`normalizeOsiPayload`:** Translates desktop flat keys into the corresponding web snake_case configuration keys based on the active module's mapping config. +2. **`loadStateFromOsi`:** An observer utility in [osiLoader.js](../frontend/src/modules/shared/utils/osiLoader.js) that hydrates the React states with the normalized payload. + * Restores input form states (`setInputs`). + * Configures customized selections (`setSelectionStates` and `setSelectedItems`). + * Recovers design preference overrides (`setDesignPrefOverrides`). + * Sanitizes case variances and string formatting (e.g., standardizing `"Standard"` or `"Over-Sized"` hole types). + +--- + +## 5.5 Project-to-OSI Exporter Converter + +When downloading an existing project, the backend merges the nested states into a flat desktop-compatible dictionary inside `ProjectOsiDownload`: +1. It extracts `dock` (inputs) and `pref` (preferences). +2. It flattens all `pref` overrides by prefixing their keys with `Pref.`: + ```python + combined = {**dock} + for k, v in pref.items(): + combined[f"Pref.{k}"] = v + ``` +3. It serializes the combined dictionary into a standard flat `.osi` file format. This allows web projects to be downloaded and imported directly back into the Osdag Desktop application seamlessly. + +--- + +## 5.6 Stateless Backend-Assisted Import & Frontend Configs + +Osdag-Web relies on a hybrid flow that uses **backend-assisted parsing** combined with **frontend configuration normalization**: + +### 1. In-Memory Stateless Parsing (Backend) +When a user uploads a `.osi` file using the **Load Input** option: +* **Backend parsing is required:** The frontend **does** dispatch the raw file payload directly to the `POST /api/open-osi/` endpoint (mapped to `OpenOsiUpload` on the backend). The Python backend parses the raw `.osi` file (handling both native desktop flat dotted syntax and nested JSON syntax) in-memory and returns a clean, parsed input JSON payload in the HTTP response. +* **No Database Operations:** The backend database is completely untouched during this process. Because this parsing is stateless, guest users can import and populate their input docks without needing a relational account or verified database record. + +### 2. Frontend Configuration Normalizer & Hydrator (Frontend) +Once the backend returns the parsed dictionary: +* **Client-Side Key Resolution:** The frontend uses module-specific configurations (like `moduleConfig.js` and `osiNormalizer.js`) to translate the parsed keys (e.g. mapping desktop dotted PascalCase parameters from the backend into snake_case) and map standard dropdown inputs. +* This separates concerns: the backend performs raw file format deserialization, while the frontend handles visual form binding, default values, and interface state hydration. + +--- + +## 5.7 Bidirectional Exchange & Round-Trip Compatibility Scenarios + +Osdag-Web ensures full bidirectional compatibility for three main round-trip exchange scenarios: + +| Scenario | Export Source | Import Target | Processing & Formatting | +| :--- | :--- | :--- | :--- | +| **Web-to-Desktop** | Osdag-Web | Osdag Desktop | The web app exports files using backend-assisted serialization (`SaveOsiFromInputs`). Overrides are prefixed with `Pref.` and flattened to compile with the native desktop dotted flat format. The Osdag Desktop application reads the generated file directly. | +| **Desktop-to-Web** | Osdag Desktop | Osdag-Web | Osdag Desktop saves files in the native flat format. When uploaded to Osdag-Web, the backend parses the YAML-like structure into JSON statelessly (`OpenOsiUpload`). The React frontend normalizes PascalCase keys to snake_case using `normalizeOsiPayload` and hydrates forms. | +| **Web-to-Web** | Osdag-Web | Osdag-Web (later) | Users can export their design configuration from the web, and re-import it later to restore all inputs and design preferences. Hydration restores exact form values, customized selections (such as specific multi-select dropdown values), and preference overrides. | + +Since the serialization and parsing logic is centralized in the Python backend, we guarantee that the same formatting rules and engineering dictionary mappings apply across both Desktop and Web, eliminating validation drift. + +--- + +## 5.8 Architecture Assessment & Scopes of Improvement + +### 1. Download OSI in Module Page (DB & Storage Accumulation) (Resolved) +* **The Problem:** When an authenticated user downloaded/exported an OSI file from a module page, the backend endpoint `SaveOsiFromInputs` generated a physical file on disk (`/osifiles/`) and registered an `OsiFile` record in the database, causing storage accumulation and DB write bloat. +* **Resolution:** Refactored `SaveOsiFromInputs` to always stream the generated OSI file directly inline in the HTTP response using Base64 encoding. This completely bypasses saving files to disk or database records for simple exports. + +### 2. Download OSI in Project / Dashboard List Page (Key Flattening Drift) (Resolved) +* **The Problem:** When downloading an existing project as an `.osi` file from the dashboard, the backend endpoint `ProjectOsiDownload` reads the stored nested JSON, flattens it by prefixing overrides with `Pref.`, and streams the flat text file. This flattening logic was duplicated separately in Python, leading to a sync drift risk. +* **Resolution:** Centralized the key translation mappings (`baseline_aliases` and their reverse mapping) in `osi_files.py`. Refactored `build_osi_payload` to automatically flatten and translate the input keys on the backend before serialization, ensuring that any download from `ProjectOsiDownload` or `SaveOsiFromInputs` outputs consistent, Osdag-desktop-compatible flat files. + +### 3. Import OSI from Homepage / Dashboard (Inconsistent Parsing Engine) (Resolved) +* **The Problem:** The homepage import flow (in `Header.jsx`) parsed the `.osi` file using client-side JavaScript (`yaml-js`), which could fail or diverge from Python's parsing behaviors on complex YAML flat structures. +* **Resolution:** Updated the onChange handler in `Header.jsx` to upload files directly to the stateless backend endpoint `/api/open-osi/`. The homepage now routes the file to the same python-based parser used on the module pages, guaranteeing parser parity, and stores the parsed inputs in `sessionStorage` for routing prefill. + +### 4. Import OSI in Module Page (Key Mapping & Translation Drift) (Resolved) +* **The Problem:** The module-level import uploaded the file to the stateless parser and received raw dotted PascalCase engineering keys, leaving the translation mapping logic to be hardcoded client-side in the frontend normalizers. +* **Resolution:** Moved key normalization and translation mapping dictionary to the backend engine inside `osi_files.py`. The `parse_osi` utility now returns a fully translated `{ dock, pref }` dictionary directly inside `inputs`, reducing frontend translation configuration and maintenance overhead. + diff --git a/documentation/chapter_6_dynamic_ui_form_engine.md b/documentation/chapter_6_dynamic_ui_form_engine.md new file mode 100644 index 000000000..2ebbe5c32 --- /dev/null +++ b/documentation/chapter_6_dynamic_ui_form_engine.md @@ -0,0 +1,265 @@ +# Chapter 6: Dynamic UI Form Engine + +Osdag-Web implements a declarative, configuration-driven UI form engine. Rather than hardcoding forms, the interface dynamically renders inputs, binds validation rules, fetches options, visualizes output docks, and updates contextual drawings based on module-specific schemas. + +--- + +## 6.1 Dynamic Option Loading (`/options/` endpoints) + +When an engineering module page loads, the frontend must populate the dropdown selectors with standard structural sections (Beams, Columns, Channels, Angles) and material values (Steel grades, Bolt grades, Plate thicknesses) from the database: + +1. **Option Queries:** The application issues a GET request to `/api/options//` on load. +2. **Stateless Options Resolution:** The backend queries standard catalogs (such as the Indian Standard structural tables) and returns arrays of JSON records matching the active submodule's requirements. +3. **Frontend Caching:** The returned catalog lists (e.g. `boltDiameterList`, `thicknessList`, `beamList`) are saved in the module's React state context. + +--- + +## 6.2 Custom Dropdowns & Section Merging + +Osdag-Web allows users to import or create custom structural sections. These custom shapes must be injected into the standard options dropdowns immediately without requiring a full page refresh. + +### 1. The Custom Section Event + +When a user adds a section via the Section Catalog database, the browser dispatches a global `CustomEvent` on the `window` object using the `notifyCustomSectionAdded` helper exported from [useModuleData.js](../frontend/src/modules/shared/hooks/useModuleData.js): + +```javascript +// Called by the Section Catalog component after saving a new entry +export const notifyCustomSectionAdded = ({ table, designation }) => { + window.dispatchEvent( + new CustomEvent("osdag:custom-section-added", { + detail: { table, designation }, + }) + ); +}; +``` + +The event `detail` payload carries: +- **`table`** ā€” the IS section catalog table name (`"Columns"`, `"Beams"`, `"Angles"`, `"Channels"`) +- **`designation`** ā€” the unique section label string (e.g. `"CUSTOM_COL_300"`) + +### 2. `localCustomSections` State + +The hook maintains a dedicated piece of React state, `localCustomSections`, whose shape is a dictionary mapping each section table to its list of registered custom designations: + +```javascript +// Example runtime shape +localCustomSections = { + Columns: ["CUSTOM_COL_300", "CUSTOM_COL_400"], + Beams: ["MY_BEAM_600"], +}; +``` + +This state is populated exclusively by the event listener registered in a mount-only `useEffect` (empty dependency array), so it is **not** affected by module load or API refresh cycles: + +```javascript +useEffect(() => { + const handleCustomSectionAdded = (event) => { + const { table, designation } = event.detail || {}; + if (!table || !designation || !SECTION_TABLE_TO_LIST_KEYS[table]) return; + setLocalCustomSections((prev) => ({ + ...prev, + [table]: appendUnique(prev[table], designation), + })); + }; + + window.addEventListener("osdag:custom-section-added", handleCustomSectionAdded); + return () => window.removeEventListener("osdag:custom-section-added", handleCustomSectionAdded); +}, []); // Registered once on mount, never re-fires +``` + +### 3. `SECTION_TABLE_TO_LIST_KEYS` ā€” Catalog Table to Dropdown Key Mapping + +Because one section table can feed multiple dropdown lists in the form engine, a static lookup table maps each IS catalog table name to the list of React state keys it should populate: + +```javascript +const SECTION_TABLE_TO_LIST_KEYS = { + Columns: ["columnList", "sectionDesignation"], + Beams: ["beamList", "sectionDesignation"], + Angles: ["angleList", "topAngleList"], + Channels: ["channelList"], +}; +``` + +For example, adding a custom `Columns` entry appends the designation to **both** `columnList` (the column selector dropdown) and `sectionDesignation` (the generic profile selector used in some modules). + +### 4. `appendUnique` ā€” Deduplication Guard + +Before inserting a new designation, the `appendUnique` helper performs a strict string-equality check to prevent duplicate entries appearing in the same dropdown: + +```javascript +const appendUnique = (list = [], value) => { + if (!value) return list || []; + const safeList = Array.isArray(list) ? list : []; + const stringValue = String(value); + if (safeList.some((item) => String(item) === stringValue)) return safeList; // already present + return [...safeList, value]; +}; +``` + +### 5. Client-Side Merge via `useMemo` + +Rather than merging custom sections inside the API-fetching `useEffect`, the hook uses a `useMemo` block to compute the final merged options object entirely on the client. This guarantees that adding a custom section **never triggers a network request**: + +```javascript +const mergedOptions = useMemo(() => { + return mergeLocalCustomSections(baseModuleData, localCustomSections); +}, [baseModuleData, localCustomSections]); +``` + +Where `mergeLocalCustomSections` applies the `SECTION_TABLE_TO_LIST_KEYS` mapping and `appendUnique` across all tracked custom entries: + +```javascript +const mergeLocalCustomSections = (data, localCustomSections) => { + const next = { ...data }; + Object.entries(localCustomSections || {}).forEach(([table, designations]) => { + const listKeys = SECTION_TABLE_TO_LIST_KEYS[table] || []; + listKeys.forEach((key) => { + designations.forEach((designation) => { + next[key] = appendUnique(next[key], designation); + }); + }); + }); + return next; +}; +``` + +The `mergedOptions` value is what `useModuleData` returns to the component. The select menus (`columnList`, `beamList`, etc.) are populated from this merged object, so custom sections appear in real time without any page refresh or API call. + +--- + +## 6.3 Interdependent Fields & Conditional Logic + +Form input components can depend on other field values. For example, in a Fin Plate Shear Connection: +* If **Connectivity** is set to `Column Flange-Beam-Web`, the form must display selectors for **Column Section** and **Beam Section**. +* If **Connectivity** is set to `Beam-Beam`, the form must hide the Column Section and display **Primary Beam** and **Secondary Beam** selectors. + +Osdag-Web implements this declaratively within the module's input config file (e.g., `finPlateConfig.js`) using the `conditionalDisplay` selector callback: +```javascript +{ + key: "column_section", + label: "Column Section", + type: "select", + options: "columnList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } +} +``` +The [BaseInputDock.jsx](../frontend/src/modules/shared/components/BaseInputDock.jsx) component evaluates this callback on render. If the condition returns `false`, the field is omitted from the DOM. + +--- + +## 6.4 Contextual Dropdown Images + +To aid usability, Osdag-Web changes side panel schematic images to match active selection choices. For example: +* Adjusting the Connectivity option updates the connection schema. +* Selecting a specific hollow section type (SHS vs. CHS) updates the base plate cross-sectional layout sketch. + +This is driven by reactive state observers inside [EngineeringModule.jsx](../frontend/src/modules/shared/components/EngineeringModule.jsx): +1. User changes a driver dropdown input value (e.g. `beam_section`). +2. The `onChange` observer matches the selection to structural graphics maps. +3. The component updates the `imageSource` state inside `extraState`, which immediately refreshes the visual diagram rendering below the input dock. + +--- + +## 6.5 The Input Dock Form Engine vs. Output Dock Display + +The interface splits structural configurations into two main side panels: the **BaseInputDock** (for form entry) and the **BaseOutputDock** (for displaying results). + +### 6.5.1 Input Dock Field Types (`BaseInputDock.jsx` & `InputSection.jsx`) +The input form engine supports several custom declarative field types defined inside the module's `inputSections` array: + +1. **`select`**: Renders a standard single-selection select dropdown (react-select). Used for materials, bolt types, etc. +2. **`connectivitySelect` / `endPlateSelect`**: Specialized single-select dropdowns that also trigger instant coordinate/graphics changes, updating the panel's descriptive schematic image when selected. +3. **`sectionProfileSelect` / `sectionProfileList`**: Dropdown selectors customized for loading structural profiles (such as Angles, Beams, and Columns) and triggering cross-sectional parameter updates. +4. **`customizable`**: Dropdowns designed for multi-select arrays. The field shows a select container with two values: + * **`All`**: Selects all available options in the list automatically. + * **`Customized`**: Displays a button that opens a transfer modal (Ant Design Transfer) where the user can pick multiple custom sizes (e.g. iterating through Bolt Diameters `[16, 20, 24]` or Plate Thicknesses `[8, 10, 12]`). +5. **`dynamicSelect`**: Options lists populated dynamically based on calculations or other selected variables. +6. **`number` / `text`**: Standard text input fields. They intercept key strokes to block letters, allow only positive or negative decimal numbers, and sanitize formats in real time. +7. **`image`**: Displays contextual diagram shapes dynamically. + +--- + +### 6.5.2 Output Dock Field & Layout Types (`BaseOutputDock.jsx` & `OutputModalLayouts.jsx`) +The output dock displays solver results. If a calculation fails (`Design.status: false`), the dock highlights warning logs in red. The outputs are categorized into two main field styles: + +1. **Standard Value Boxes**: Read-only, grey-bordered boxes displaying final computed parameters (e.g., `Weld.Size` or `Bolt.Capacity`). +2. **Modal Trigger Inputs**: Renders a button instead of a value box. Clicking this button triggers a pop-up modal showing detailed output calculations mapped to one of these dynamic layout components: + * **`single-column` / `two-column`**: A plain vertical tabular list of labels and calculated values (e.g., listing bolt grade, shear, and bearing capacities) paired with a static diagram. + * **`capacity-complex`**: Lists yielding, rupture, and block shear capacities grouped by failure mode alongside visual block-shear pattern images. + * **`spacing-diagram`**: Renders a dynamic, SVG-based detailed engineering sketch. + +--- + +### 6.5.3 The Dynamic Spacing Diagram SVG Canvas (`SpacingDiagram.jsx`) +When a user opens Spacing Details, Osdag-Web does not display a static image. Instead, it renders **[SpacingDiagram.jsx](../frontend/src/modules/shared/components/SpacingDiagram.jsx)**, which draws an SVG layout dynamically: + +* **Dynamic Scaling:** Calculates a scaling factor to fit the plate's dimensions (`plateWidth` $\times$ `plateHeight` in mm) into a standard $600 \times 400$ SVG view box. +* **Component Drawing:** + * Draws the main connecting steel plate as a scaled gray ``. + * Draws the weld line as a crimson `` if `weldSize > 0`. + * Distributes and draws bolt holes as `` coordinates calculated from the number of columns (`cols`), rows (`rows`), gauge spacings, and pitch distances. +* **Dynamic Dimension Labels:** Computes offsets and draws SVG dimension lines, arrow heads, and text labels depicting the exact calculated Pitch (`pitch`), End distance (`end`), Edge distance (`edge`), and Gauge (`gauge`) computed by the backend. This provides a real-time scaled engineering schematic of the bolt pattern. + +--- + +## 6.6 `EngineeringModule` Orchestration Controller + +The component [EngineeringModule.jsx](../frontend/src/modules/shared/components/EngineeringModule.jsx) acts as the central orchestration controller. It ties together hooks, input forms, outputs, calculations, logs, and three-dimensional renders: + +1. **State Orchestration:** Connects to `useEngineeringModule` to manage state hooks for `inputs`, `outputs`, `logs`, `status` (calculating/rendering), and `designPrefOverrides`. +2. **Form Interactivity Lock:** When calculations complete successfully, the component sets `isInputLocked = true` to freeze editing. +3. **Re-Design Confirmation Loop:** If a user modifies inputs while locked, a confirmation modal warning is shown. Confirming the unlock clears calculation outputs, resets CAD states, and restores edit permissions. +4. **Calculations Lifecycle Hooking:** Initiates WebSocket status subscriptions on submit and guides the docks from input to calculating to output visualization. +5. **Layout Responsiveness:** Manages view panels based on device sizing (e.g., mobile layout toggles between CAD view and form tabs, while desktop splits views into multi-column layouts). + +--- + +## 6.7 Module Input & Output Configurations (`*Config.js`, `*OutputConfig.js`) + +Each engineering module defines its interface declaratively: + +### 1. `*Config.js` (e.g., [finPlateConfig.js](../frontend/src/modules/shearConnection/finPlate/configs/finPlateConfig.js)) +* **`defaultInputs`:** Defines default key-value pairs for the module forms. +* **`validateInputs`:** Client-side check before submission to confirm that all required structural variables are filled. +* **`buildSubmissionParams`:** Converts flat snake_case frontend inputs back into PascalCase dotted parameters expected by the Python desktop engine. +* **`inputSections`:** Declares form sections, groups, field types (select, customizable, number), and display visibility conditions. + +### 2. `*OutputConfig.js` (e.g., [finPlateOutputConfig.js](../frontend/src/modules/shearConnection/finPlate/configs/finPlateOutputConfig.js)) +* **`sections`:** Lists the output groups (e.g. Bolt, Plate, Weld) and fields to show. +* **`modals` & `modalTypes`:** Configures output sub-modals (spacing calculations, yielding capacities) and their visual layout classes. +* **`modalData`:** Declares lists of properties to display within each capacity detail sub-modal. + +--- + +## 6.8 Shared Display Configurations (`sectionDisplayConfig.js` & `outputImageMap.js`) + +To keep visual layouts consistent across all modules, helper files map section profiles and calculate outputs to dynamic display configurations: + +* **[sectionDisplayConfig.js](../frontend/src/modules/shared/config/sectionDisplayConfig.js):** Defines dimension configurations (e.g., Flange Width $B$, Web Thickness $t$, Root Radius $R_1$) and properties (Mass, Elastic Moduli, Section Areas) for Columns, Beams, Angles, and Channels to display on profile selection cards. +* **[outputImageMap.js](../frontend/src/modules/shared/config/outputImageMap.js):** Resolves which sketch diagram or detailing overlay image to load inside output docks or capacity modals based on selected choices (e.g., checking if column sections include "SHS" or "RHS" and returning corresponding weld schemas). + +--- + +## 6.9 Architectural Observations & Areas of Improvement + +During the code review of the Form Engine components, two critical implementation vulnerabilities were identified: + +### 1. Keyboard Navigation Lock Bypass (Security & Usability Bug) (Resolved) +* **The Problem:** When a calculation completes successfully, Osdag-Web marks the input dock as locked (`isInputLocked = true`). This applies a transparent click-interceptor overlay and the Tailwind class `pointer-events-none` to block mouse input. However, the form controls (inputs and select boxes) inside `InputSection.jsx` **did not** receive `disabled={isInputLocked}` or `readOnly={isInputLocked}` flags, allowing keyboard users to bypass the lock using the Tab key. +* **Resolution:** Bound the `disabled` property on text `` controls and the `isDisabled` property on React ` setEmail(e.target.value)} + className={`mt-1 block w-full px-3 py-2 border rounded-md text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green ${errors.email ? "border-red-500" : "border-gray-300" + }`} + placeholder="Enter your email" + /> + {errors.email && ( + {errors.email} + )} + + +
+ +
+ setPassword(e.target.value)} + className={`mt-1 block w-full px-3 py-2 border rounded-md text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green ${errors.password ? "border-red-500" : "border-gray-300" + }`} + placeholder="Enter your password" + /> + +
+ {errors.password && ( + {errors.password} + )} +
+ + {isSignup && ( +
+ +
+ setConfirmPassword(e.target.value)} + className={`mt-1 block w-full px-3 py-2 border rounded-md text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green ${errors.confirmPassword ? "border-red-500" : "border-gray-300" + }`} + placeholder="Confirm your password" + /> + +
+ {errors.confirmPassword && ( + {errors.confirmPassword} + )} +
+ )} + + {isSignup && ( +
+ + + {errors.acceptPolicy && ( + + {errors.acceptPolicy} + + )} +
+ )} + + {!isSignup && ( +

+ Forgot password? +

+ )} + + {/* Login / Signup button */} + + + + {/* Toggle login/signup */} +

+ {isSignup ? "Already have an account?" : "Don't have an account?"}{" "} + +

+ +

+ By continuing, you agree to our{" "} + + + Caveats + + + {" "}and{" "} + + + Privacy Policy + . +

+ + + {/* Forgot Password Modal */} + + Cancel + , + , + ]} + maskClosable={false} + > +
+ {generalError && ( + + )} + + {successMessage && ( + + )} + +

+ {"Enter your email address and we'll send you a link to reset your password."} +

+ + +
+ + + + + ); +}; + +export default LoginPage; diff --git a/osdagclient/src/components/userAccount/UserAccount.css b/frontend/src/Auth/UserAccount.css similarity index 100% rename from osdagclient/src/components/userAccount/UserAccount.css rename to frontend/src/Auth/UserAccount.css diff --git a/frontend/src/Auth/firebase.js b/frontend/src/Auth/firebase.js new file mode 100644 index 000000000..51dac88a1 --- /dev/null +++ b/frontend/src/Auth/firebase.js @@ -0,0 +1,17 @@ +import { initializeApp } from "firebase/app"; +import { getAuth } from "firebase/auth"; + +const firebaseConfig = { + apiKey: "AIzaSyA7jWyaZrnUW-bUvPO3rUemcGodEOLTsfg", + authDomain: "osdag-web.firebaseapp.com", + projectId: "osdag-web", + storageBucket: "osdag-web.firebasestorage.app", + messagingSenderId: "626332992229", + appId: "1:626332992229:web:55ba0732271dad426c0a0c", + measurementId: "G-THD12GCPGB" +}; + + +// Initialize Firebase +const app = initializeApp(firebaseConfig); +export const auth = getAuth(app); \ No newline at end of file diff --git a/frontend/src/Variable.js b/frontend/src/Variable.js new file mode 100644 index 000000000..773da0fdf --- /dev/null +++ b/frontend/src/Variable.js @@ -0,0 +1,8 @@ +import { apiBase } from "./api"; + +export const variables ={ + // API_URL: "http://127.0.0.1:8000/", + // PHOTO_URL: "http://127.0.0.1:8000/Photos/" + API_URL: `${apiBase}`, + PHOTO_URL: `${apiBase}Photos/` +} diff --git a/frontend/src/api.js b/frontend/src/api.js new file mode 100644 index 000000000..b2f6d5da1 --- /dev/null +++ b/frontend/src/api.js @@ -0,0 +1,8 @@ +const rawBase = import.meta.env.VITE_BASE_URL; +let apiBase = `${window.location.protocol}//${window.location.host}/`; + +if (typeof rawBase === "string" && rawBase && rawBase !== "undefined") { + apiBase = rawBase.endsWith("/") ? rawBase : `${rawBase}/`; +} + +export { apiBase }; diff --git a/frontend/src/assets/ArrowDownsvg.svg b/frontend/src/assets/ArrowDownsvg.svg new file mode 100644 index 000000000..7764c8eaa --- /dev/null +++ b/frontend/src/assets/ArrowDownsvg.svg @@ -0,0 +1,5 @@ + + + + + \ No newline at end of file diff --git a/ResourceFiles/images/BB-BC-single_bevel_groove.png b/frontend/src/assets/BB-BC-single_bevel_groove.png similarity index 100% rename from ResourceFiles/images/BB-BC-single_bevel_groove.png rename to frontend/src/assets/BB-BC-single_bevel_groove.png diff --git a/ResourceFiles/images/BB_Stiffener_BWE.png b/frontend/src/assets/BB_Stiffener_BWE.png similarity index 100% rename from ResourceFiles/images/BB_Stiffener_BWE.png rename to frontend/src/assets/BB_Stiffener_BWE.png diff --git a/ResourceFiles/images/BB_Stiffener_FP.png b/frontend/src/assets/BB_Stiffener_FP.png similarity index 100% rename from ResourceFiles/images/BB_Stiffener_FP.png rename to frontend/src/assets/BB_Stiffener_FP.png diff --git a/ResourceFiles/images/BB_Stiffener_OWE.png b/frontend/src/assets/BB_Stiffener_OWE.png similarity index 100% rename from ResourceFiles/images/BB_Stiffener_OWE.png rename to 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+ + + + + + + + + diff --git a/frontend/src/assets/homepage/Logo_osdag.svg b/frontend/src/assets/homepage/Logo_osdag.svg new file mode 100644 index 000000000..563ff285a --- /dev/null +++ b/frontend/src/assets/homepage/Logo_osdag.svg @@ -0,0 +1,19 @@ + + + + + + + + + + + + + + + + + + + diff --git a/frontend/src/assets/homepage/beam_column.svg b/frontend/src/assets/homepage/beam_column.svg new file mode 100644 index 000000000..14bdb5a67 --- /dev/null +++ b/frontend/src/assets/homepage/beam_column.svg @@ -0,0 +1,62 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + diff --git a/frontend/src/assets/homepage/compression_member.svg b/frontend/src/assets/homepage/compression_member.svg new file mode 100644 index 000000000..2aff9d851 --- /dev/null +++ b/frontend/src/assets/homepage/compression_member.svg @@ -0,0 +1,73 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + diff --git a/frontend/src/assets/homepage/connection.svg b/frontend/src/assets/homepage/connection.svg new file mode 100644 index 000000000..b710aa28f --- /dev/null +++ b/frontend/src/assets/homepage/connection.svg @@ -0,0 +1,13 @@ + + + + + + + + + + + + + diff --git a/frontend/src/assets/homepage/constructsteel_logo.png b/frontend/src/assets/homepage/constructsteel_logo.png new file mode 100644 index 000000000..fbf67622a Binary files /dev/null and b/frontend/src/assets/homepage/constructsteel_logo.png differ diff --git a/frontend/src/assets/homepage/day_button.svg b/frontend/src/assets/homepage/day_button.svg new file mode 100644 index 000000000..6b07c80f7 --- /dev/null +++ b/frontend/src/assets/homepage/day_button.svg @@ -0,0 +1,3 @@ + + + diff --git a/frontend/src/assets/homepage/flexural_member.svg b/frontend/src/assets/homepage/flexural_member.svg new file mode 100644 index 000000000..ee0ad35d3 --- /dev/null +++ b/frontend/src/assets/homepage/flexural_member.svg @@ -0,0 +1,45 @@ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + diff --git a/frontend/src/assets/homepage/fossee_logo.png b/frontend/src/assets/homepage/fossee_logo.png new file mode 100644 index 000000000..6f52807b3 Binary files /dev/null and b/frontend/src/assets/homepage/fossee_logo.png differ diff --git a/frontend/src/assets/homepage/home_default.svg b/frontend/src/assets/homepage/home_default.svg new file mode 100644 index 000000000..70d5de40d --- /dev/null +++ b/frontend/src/assets/homepage/home_default.svg @@ -0,0 +1,4 @@ + + + + diff --git a/frontend/src/assets/homepage/iitb_logo.png b/frontend/src/assets/homepage/iitb_logo.png new file mode 100644 index 000000000..769634b27 Binary files /dev/null and b/frontend/src/assets/homepage/iitb_logo.png differ diff --git a/frontend/src/assets/homepage/info_default.svg b/frontend/src/assets/homepage/info_default.svg new file mode 100644 index 000000000..e1a9106fb --- /dev/null +++ b/frontend/src/assets/homepage/info_default.svg @@ -0,0 +1,3 @@ + + + \ No newline at end of file diff --git a/frontend/src/assets/homepage/info_hover.svg b/frontend/src/assets/homepage/info_hover.svg new file mode 100644 index 000000000..e6551562a --- /dev/null +++ b/frontend/src/assets/homepage/info_hover.svg @@ -0,0 +1,6 @@ + + + + + + \ No newline at end of file diff --git a/frontend/src/assets/homepage/insdag_logo.png b/frontend/src/assets/homepage/insdag_logo.png new file mode 100644 index 000000000..36d0c065a Binary files /dev/null and b/frontend/src/assets/homepage/insdag_logo.png differ diff --git a/frontend/src/assets/homepage/load_default.svg b/frontend/src/assets/homepage/load_default.svg new file mode 100644 index 000000000..a0f92ea15 --- /dev/null +++ b/frontend/src/assets/homepage/load_default.svg @@ -0,0 +1,4 @@ + + + + diff --git a/frontend/src/assets/homepage/load_hover.svg b/frontend/src/assets/homepage/load_hover.svg new file mode 100644 index 000000000..f9d9b45a5 --- /dev/null +++ b/frontend/src/assets/homepage/load_hover.svg @@ -0,0 +1,4 @@ + + + + diff --git a/frontend/src/assets/homepage/moe_logo.png b/frontend/src/assets/homepage/moe_logo.png new file mode 100644 index 000000000..83a3e0a09 Binary files /dev/null and b/frontend/src/assets/homepage/moe_logo.png differ diff --git a/frontend/src/assets/homepage/mos_logo.png b/frontend/src/assets/homepage/mos_logo.png new file mode 100644 index 000000000..257c17fac Binary files /dev/null and b/frontend/src/assets/homepage/mos_logo.png differ diff --git a/frontend/src/assets/homepage/night_button.svg b/frontend/src/assets/homepage/night_button.svg new file mode 100644 index 000000000..e437a90f7 --- /dev/null +++ b/frontend/src/assets/homepage/night_button.svg @@ -0,0 +1,3 @@ + + + diff --git a/frontend/src/assets/homepage/osdag_logo.png b/frontend/src/assets/homepage/osdag_logo.png new file mode 100644 index 000000000..c9b23503d Binary files /dev/null and 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mode 100644 index 000000000..9021237a6 --- /dev/null +++ b/frontend/src/assets/homepage/resources_hover.svg @@ -0,0 +1 @@ + \ No newline at end of file diff --git a/frontend/src/assets/homepage/tension_member.svg b/frontend/src/assets/homepage/tension_member.svg new file mode 100644 index 000000000..d2c4ac1b1 --- /dev/null +++ b/frontend/src/assets/homepage/tension_member.svg @@ -0,0 +1,8 @@ + + + + + + + + diff --git a/frontend/src/assets/homepage/truss.svg b/frontend/src/assets/homepage/truss.svg new file mode 100644 index 000000000..ed72d1b33 --- /dev/null +++ b/frontend/src/assets/homepage/truss.svg @@ -0,0 +1,6 @@ + + + + + + diff --git a/osdagclient/src/assets/icon.png b/frontend/src/assets/icon.png similarity index 100% rename from osdagclient/src/assets/icon.png rename to frontend/src/assets/icon.png diff --git a/osdagclient/src/assets/iit.png b/frontend/src/assets/iit.png similarity index 100% rename from osdagclient/src/assets/iit.png rename to frontend/src/assets/iit.png diff --git a/osdagclient/src/assets/logo-osdag.png b/frontend/src/assets/logo-osdag.png similarity index 100% rename from osdagclient/src/assets/logo-osdag.png rename to frontend/src/assets/logo-osdag.png diff --git a/osdagclient/src/assets/menu_data/output_placeholder_data_cleatangle.json.json b/frontend/src/assets/menu_data/output_placeholder_data_cleatangle.json.json similarity index 100% rename from osdagclient/src/assets/menu_data/output_placeholder_data_cleatangle.json.json rename to frontend/src/assets/menu_data/output_placeholder_data_cleatangle.json.json diff --git a/osdagclient/src/assets/notSelected.png b/frontend/src/assets/notSelected.png similarity index 100% rename from osdagclient/src/assets/notSelected.png rename to frontend/src/assets/notSelected.png diff --git a/osdagclient/src/assets/osdag-title.png b/frontend/src/assets/osdag-title.png similarity index 100% rename from osdagclient/src/assets/osdag-title.png rename to frontend/src/assets/osdag-title.png diff --git a/ResourceFiles/images/owe_ep.png b/frontend/src/assets/owe_ep.png similarity index 100% rename from ResourceFiles/images/owe_ep.png rename to frontend/src/assets/owe_ep.png diff --git a/ResourceFiles/images/path14979-8.jpg b/frontend/src/assets/path14979-8.jpg similarity index 100% rename from ResourceFiles/images/path14979-8.jpg rename to frontend/src/assets/path14979-8.jpg diff --git a/frontend/src/assets/simplesquare.svg b/frontend/src/assets/simplesquare.svg new file mode 100644 index 000000000..57fc9deef --- /dev/null +++ b/frontend/src/assets/simplesquare.svg @@ -0,0 +1,3 @@ + + + diff --git a/frontend/src/assets/simply-supported-beam.jpg b/frontend/src/assets/simply-supported-beam.jpg new file mode 100644 index 000000000..7927319c5 Binary files /dev/null and b/frontend/src/assets/simply-supported-beam.jpg differ diff --git a/ResourceFiles/images/spacing_1.png b/frontend/src/assets/spacing_1.png similarity index 100% rename from ResourceFiles/images/spacing_1.png rename to 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frontend/src/assets/spacing_6.png diff --git a/frontend/src/assets/test.glb b/frontend/src/assets/test.glb new file mode 100644 index 000000000..133b6fb1c Binary files /dev/null and b/frontend/src/assets/test.glb differ diff --git a/frontend/src/assets/topleftsquare.svg b/frontend/src/assets/topleftsquare.svg new file mode 100644 index 000000000..e4f68d66b --- /dev/null +++ b/frontend/src/assets/topleftsquare.svg @@ -0,0 +1,3 @@ + + + diff --git a/frontend/src/assets/toprightsquare.svg b/frontend/src/assets/toprightsquare.svg new file mode 100644 index 000000000..1cd84b8d1 --- /dev/null +++ b/frontend/src/assets/toprightsquare.svg @@ -0,0 +1,3 @@ + + + diff --git a/frontend/src/components/ErrorPage.jsx b/frontend/src/components/ErrorPage.jsx new file mode 100644 index 000000000..09e0eecf1 --- /dev/null +++ b/frontend/src/components/ErrorPage.jsx @@ -0,0 +1,58 @@ +import { useRouteError, useNavigate } from "react-router-dom"; + +export default function ErrorPage() { + const error = useRouteError(); + const navigate = useNavigate(); + + return ( +
+
+ + {/* Simple Warning Icon */} +
+ + + +
+ +

+ Oops! +

+ +

+ Sorry, an unexpected error has occurred or the page you are looking for does not exist. +

+ + {/* Error Details Container */} +
+
+ Error Details +
+

+ {error?.statusText || error?.message || "Unknown Routing/Runtime Error"} +

+
+ + {/* Primary Action Button */} + + +
+
+ ); +} \ No newline at end of file diff --git a/frontend/src/components/ProjectAuthGuard.jsx b/frontend/src/components/ProjectAuthGuard.jsx new file mode 100644 index 000000000..1873b5cad --- /dev/null +++ b/frontend/src/components/ProjectAuthGuard.jsx @@ -0,0 +1,27 @@ +import { Navigate, useParams, useLocation, Outlet } from 'react-router-dom'; +import { useAuth } from '../context/AuthContext'; + +const ProjectAuthGuard = () => { + const { loading, isGuest } = useAuth(); + const { projectId } = useParams(); + const location = useLocation(); + + if (loading) { + return ( +
+
+

Loading Osdag Module...

+
+ ); + } + + // If they are a guest but trying to load a saved project ID, strip it and redirect them to the base endpoint + if (projectId && isGuest) { + const guestPath = location.pathname.replace(`/${projectId}`, ''); + return ; + } + + return ; +}; + +export default ProjectAuthGuard; diff --git a/frontend/src/components/ShortcutHelpModal.jsx b/frontend/src/components/ShortcutHelpModal.jsx new file mode 100644 index 000000000..28f9289fe --- /dev/null +++ b/frontend/src/components/ShortcutHelpModal.jsx @@ -0,0 +1,170 @@ +import { useMemo, useState, useEffect } from "react"; +import { + SHORTCUT_ACTIONS, + SHORTCUT_ACTION_BY_ID, +} from "../constants/shortcuts"; +import { useShortcutLayer } from "../utils/shortcuts/ShortcutProvider"; + +const SCOPE_LABELS = { + global: "Global", + engineering: "Engineering Module", + moduleSelection: "Module Selection", + modal: "Modal Context", +}; + +const scopeOrder = ["global", "engineering", "moduleSelection", "modal"]; + +const formatCombos = (shortcuts = {}) => { + const winLinux = (shortcuts.winLinux || []).join(" / ") || "-"; + const mac = (shortcuts.mac || []).join(" / ") || "-"; + return { winLinux, mac }; +}; + +const buildSections = () => { + const visibleActions = SHORTCUT_ACTIONS.filter( + (action) => + action.shortcuts && + ((action.shortcuts.winLinux || []).length || + (action.shortcuts.mac || []).length) + ); + + const byScope = {}; + visibleActions.forEach((action) => { + if (!byScope[action.scope]) byScope[action.scope] = []; + byScope[action.scope].push(action); + }); + + return byScope; +}; + +const ShortcutHelpModal = () => { + const [open, setOpen] = useState(false); + + // Close on Escape key (supplemental ā€” ShortcutLayer also handles this) + useEffect(() => { + if (!open) return; + const handler = (e) => { + if (e.key === "Escape") setOpen(false); + }; + window.addEventListener("keydown", handler); + return () => window.removeEventListener("keydown", handler); + }, [open]); + + useShortcutLayer({ + id: "global-shortcut-help-open", + priority: 20, + enabled: !open, + bindings: [ + { + combos: SHORTCUT_ACTION_BY_ID["global.shortcuts.help"]?.shortcuts, + handler: () => setOpen(true), + }, + ], + }); + + useShortcutLayer({ + id: "global-shortcut-help-modal", + priority: 200, + enabled: open, + blockLower: true, + bindings: [ + { + combos: + SHORTCUT_ACTION_BY_ID["global.dismiss"]?.shortcuts || { + winLinux: ["Escape"], + mac: ["Escape"], + }, + handler: () => setOpen(false), + }, + { + combos: SHORTCUT_ACTION_BY_ID["global.shortcuts.help"]?.shortcuts, + handler: () => setOpen(false), + }, + ], + }); + + const sections = useMemo(() => buildSections(), []); + + if (!open) return null; + + return ( +
setOpen(false)} + > +
e.stopPropagation()} + > + {/* Header */} +
+

+ Keyboard Shortcuts +

+ +
+ + {/* Body */} +
+ {scopeOrder.map((scopeKey) => { + const actions = sections[scopeKey]; + if (!actions?.length) return null; + return ( +
+

+ {SCOPE_LABELS[scopeKey] || scopeKey} +

+
+
+ + + + + + + + + + {actions.map((action) => { + const combos = formatCombos(action.shortcuts); + return ( + + + + + + ); + })} + +
ActionWin/LinuxMac
+ {action.label} + + {combos.winLinux} + + {combos.mac} +
+
+
+
+ ); + })} +
+
+
+ ); +}; + +export default ShortcutHelpModal; diff --git a/frontend/src/constants/DesignKeys.js b/frontend/src/constants/DesignKeys.js new file mode 100644 index 000000000..fcac21de4 --- /dev/null +++ b/frontend/src/constants/DesignKeys.js @@ -0,0 +1,168 @@ +// Design Keys Constants +// These keys should match exactly with the backend KEY constants in Common.py + +// Module and Basic Info +export const KEY_MODULE = 'Module'; +export const KEY_CONN = 'Connectivity'; +export const KEY_LOCATION = 'Conn_Location'; +export const KEY_MATERIAL = 'Material'; + +// Member Properties +export const KEY_SEC_MATERIAL = 'Member.Material'; +export const KEY_SECSIZE = 'Member.Designation'; +export const KEY_SEC_PROFILE = 'Member.Profile'; +export const KEY_LENGTH = 'Member.Length'; + +// Loads +export const KEY_SHEAR = 'Load.Shear'; +export const KEY_AXIAL = 'Load.Axial'; +export const KEY_MOMENT = 'Load.Moment'; + +// Bolt Properties +export const KEY_D = 'Bolt.Diameter'; +export const KEY_TYP = 'Bolt.Type'; +export const KEY_GRD = 'Bolt.Grade'; +export const KEY_DP_BOLT_HOLE_TYPE = 'Bolt.Bolt_Hole_Type'; +export const KEY_DP_BOLT_SLIP_FACTOR = 'Bolt.Slip_Factor'; +export const KEY_DP_BOLT_TYPE = 'Bolt.TensionType'; + +// Connector Properties +export const KEY_CONNECTOR_MATERIAL = 'Connector.Material'; +export const KEY_PLATETHK = 'Connector.Plate.Thickness_List'; + +// Design Preferences +export const KEY_DP_DETAILING_EDGE_TYPE = 'Detailing.Edge_type'; +export const KEY_DP_DETAILING_GAP = 'Detailing.Gap'; +export const KEY_DP_DETAILING_CORROSIVE_INFLUENCES = 'Detailing.Corrosive_Influences'; +export const KEY_DP_DESIGN_METHOD = 'Design.Design_Method'; +export const KEY_DESIGN_FOR = 'Design.For'; + +export const KEY_DP_WELD_FAB = 'Weld.Fab'; +export const KEY_DP_WELD_MATERIAL_G_O = 'Weld.Material_Grade_OverWrite'; +export const KEY_DP_WELD_TYPE = 'Weld.Type'; +export const KEY_DP_DETAILING_PACKING_PLATE = 'Detailing.Packing_Plate'; + +// Plate and Weld Properties +export const KEY_WELD_SIZE = 'Weld.Size'; +export const KEY_PLATE1_THICKNESS = "Plate1Thickness"; +export const KEY_PLATE2_THICKNESS = "Plate2Thickness"; +export const KEY_PLATE_WIDTH = "PlateWidth"; +export const KEY_COVER_PLATE = "ButtJoint.CoverPlate"; + +// Display Keys (for labels) +export const KEY_DISP_MODULE = 'Module'; +export const KEY_DISP_CONN = 'Connectivity'; +export const KEY_DISP_LOCATION = 'Connection Location'; +export const KEY_DISP_MATERIAL = 'Material'; +export const KEY_DISP_SEC_MATERIAL = 'Member Material'; +export const KEY_DISP_SECSIZE = 'Member Designation'; +export const KEY_DISP_SEC_PROFILE = 'Member Profile'; +export const KEY_DISP_LENGTH = 'Member Length'; +export const KEY_DISP_SHEAR = 'Shear Force'; +export const KEY_DISP_AXIAL = 'Axial Force'; +export const KEY_DISP_MOMENT = 'Moment'; +export const KEY_DISP_D = 'Bolt Diameter'; +export const KEY_DISP_TYP = 'Bolt Type'; +export const KEY_DISP_GRD = 'Bolt Grade'; +export const KEY_DISP_BOLT_HOLE_TYPE = 'Bolt Hole Type'; +export const KEY_DISP_BOLT_SLIP_FACTOR = 'Bolt Slip Factor'; +export const KEY_DISP_CONNECTOR_MATERIAL = 'Connector Material'; +export const KEY_DISP_PLATETHK = 'Plate Thickness'; +export const KEY_DISP_DETAILING_EDGE_TYPE = 'Edge Type'; +export const KEY_DISP_DETAILING_GAP = 'Detailing Gap'; +export const KEY_DISP_DETAILING_CORROSIVE_INFLUENCES = 'Corrosive Influences'; +export const KEY_DISP_DESIGN_METHOD = 'Design Method'; +export const KEY_DISP_PLATE1_THICKNESS = "Thickness of Plate-1 (mm) *"; +export const KEY_DISP_PLATE2_THICKNESS = "Thickness of Plate-2 (mm) *"; +export const KEY_DISP_PLATE_WIDTH = "Width of Plate (mm) *"; +export const KEY_DISP_WELD_SIZE = 'Weld Size'; +export const KEY_DISP_COVER_PLT = 'Cover Plate *'; +export const KEY_DISP_DP_DETAILING_PACKING_PLATE = 'Packing Plate'; + +// Flexural Member Constants - Must match exactly with Common.py backend constants +export const KEY_ALLOW_CLASS = 'Optimum.Class'; +export const KEY_EFFECTIVE_AREA_PARA = 'Effective.Area_Para'; +export const KEY_LENGTH_OVERWRITE = 'Length.Overwrite'; // Matches Common.py KEY_LENGTH_OVERWRITE = 'Length.Overwrite' +export const KEY_BEARING_LENGTH = 'Bearing.Length'; // Matches Common.py KEY_BEARING_LENGTH = 'Bearing.Length' +export const KEY_SUPPORT = 'Support.Type'; +export const KEY_TORSIONAL_RES = 'Torsion.restraint'; +export const KEY_WARPING_RES = 'Warping.restraint'; + +// Flexural Member Display Constants +export const KEY_DISP_PLASTIC_STRENGTH_MOMENT = 'Plastic Strength (kNm)'; +export const KEY_DISP_Bending_STRENGTH_MOMENT = 'Bending Strength (kNm)'; +export const KEY_DISP_LTB_Bending_STRENGTH_MOMENT = 'Lateral Torsional Buckling Strength (kNm)'; +export const KEY_DISP_Elastic_CM = 'Critical Moment (M_cr)'; +export const KEY_DISP_T_constatnt = 'Torsional Constant (mmā“)'; +export const KEY_DISP_W_constatnt = 'Warping Constant (mmā¶)'; +export const KEY_DISP_BUCKLING_STRENGTH = 'Buckling Strength (kN)'; +export const KEY_WEB_CRIPPLING = 'Crippling.Strength'; +export const KEY_IMPERFECTION_FACTOR_LTB = 'Imperfection.LTB'; +export const KEY_SR_FACTOR_LTB = 'SR.LTB'; +export const KEY_NON_DIM_ESR_LTB = 'NDESR.LTB'; + +// Additional constants for Flexural Member +export const KEY_DESIGN_TYPE_FLEXURE = "KEY_DESIGN_TYPE_FLEXURE"; + +// Module Keys - FinPlate + +export const MODULE_KEY_FIN_PLATE = 'FinPlateConnection'; +export const MODULE_KEY_SEAT_ANGLE = 'SeatedAngleConnection'; +export const MODULE_DISPLAY_FIN_PLATE = 'FinPlateConnection'; +// Module Keys - CleatAngle +export const MODULE_KEY_CLEAT_ANGLE = 'CleatAngleConnection'; +export const MODULE_DISPLAY_CLEAT_ANGLE = 'CleatAngleConnection'; +export const MODULE_DISPLAY_SEAT_ANGLE = 'SeatedAngleConnection'; + +// Module Keys - End Plate / Beam-Column End Plate / Beam-Beam End Plate +// export const MODULE_KEY_END_PLATE = 'EndPlateConnection'; +// export const MODULE_DISPLAY_END_PLATE = 'EndPlateConnection'; +export const MODULE_KEY_END_PLATE = 'HeaderPlateConnection'; +export const MODULE_DISPLAY_END_PLATE = 'HeaderPlateConnection'; +export const MODULE_KEY_BEAM_COLUMN_END_PLATE = 'BeamToColumnEndPlate'; +export const MODULE_KEY_BEAM_BEAM_END_PLATE = 'BeamBeamEndPlate'; + +// Module Keys - Cover Plate (Moment) +export const MODULE_KEY_COVER_PLATE_BOLTED = 'CoverPlateBolted'; +export const MODULE_KEY_COVER_PLATE_WELDED = 'CoverPlateWelded'; +export const MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED = 'Beam-to-Beam-Cover-Plate-Bolted-Connection'; +export const MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED = 'Beam-to-Beam-Cover-Plate-Welded-Connection'; +export const MODULE_KEY_COVER_PLATE_BOLTED_ALT = 'Cover-Plate-Bolted-Connection'; +export const MODULE_KEY_COVER_PLATE_WELDED_ALT = 'Cover-Plate-Welded-Connection'; +export const MODULE_KEY_BEAM_BEAM_END_PLATE_ALT = 'Beam-Beam-End-Plate-Connection'; +export const MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT = 'Beam-to-Column-End-Plate-Connection'; +export const MODULE_KEY_CC_COVER_PLATE_BOLTED = 'Column-to-Column-Cover-Plate-Bolted-Connection'; +export const MODULE_KEY_CC_COVER_PLATE_WELDED = 'Column-to-Column-Cover-Plate-Welded-Connection'; +export const MODULE_KEY_CC_END_PLATE = 'Column-to-Column-End-Plate-Connection'; + +// Module Keys - Base Plate +export const MODULE_KEY_BASE_PLATE = 'BasePlateConnection'; + +// Module Keys - Simple connections +export const MODULE_KEY_BUTT_JOINT_BOLTED = 'ButtJointBolted'; +export const MODULE_KEY_BUTT_JOINT_WELDED = 'ButtJointWelded'; +export const MODULE_KEY_LAP_JOINT_BOLTED = 'LapJointBolted'; +export const MODULE_KEY_LAP_JOINT_WELDED = 'LapJointWelded'; + +// Module Keys - Tension +export const MODULE_KEY_TENSION_BOLTED = 'Tension-Member-Bolted-Design'; +export const MODULE_KEY_TENSION_WELDED = 'Tension-Member-Welded-Design'; +export const MODULE_KEY_BOLTED_TO_END_GUSSET = 'BoltedToEndGusset'; +export const MODULE_KEY_WELDED_TO_END_GUSSET = 'WeldedToEndGusset'; + +// Module Keys - Flexure +export const MODULE_KEY_SIMPLY_SUPPORTED_BEAM = 'Simply-Supported-Beam'; +export const MODULE_KEY_PURLIN = 'Purlin'; +export const MODULE_KEY_ON_CANTILEVER_BEAM = 'On-Cantilever-Beam'; +export const MODULE_KEY_PLATE_GIRDER = 'Plate-Girder'; + +// Compression Member Keys +export const KEY_END1 = 'Member.End_1'; +export const KEY_END2 = 'Member.End_2'; +export const KEY_ALLOW_LOAD = 'Member.AllowLoadType'; + +// Module Keys - Compression +export const MODULE_KEY_STRUTS_BOLTED = 'Struts-Bolted-Design'; +export const MODULE_KEY_STRUTS_WELDED = 'Struts-Welded-Design'; + +export const MODULE_KEY_AXIALLY_LOADED_COLUMN = 'AxiallyLoadedColumn'; \ No newline at end of file diff --git a/frontend/src/constants/UIStrings.js b/frontend/src/constants/UIStrings.js new file mode 100644 index 000000000..6bf8b5f66 --- /dev/null +++ b/frontend/src/constants/UIStrings.js @@ -0,0 +1,101 @@ +// UIStrings.js +// All user-facing UI strings for FinPlate connection (and can be extended for other modules) + +export const UI_STRINGS = { + // Section Titles + INPUT_DOCK: "Input Dock", + CONNECTING_MEMBERS: "Connecting Members", + FACTORED_LOADS: "Factored Loads", + BOLT: "Bolt", + PLATE: "Plate", + ANGLE_SECTION: "Angle Section", + OUTPUT_DOCK: "Output Dock", + + // Field Labels + CONNECTIVITY: "Connectivity", + COLUMN_SECTION: "Column Section*", + BEAM_SECTION: "Beam Section*", + PRIMARY_BEAM: "Primary Beam*", + SECONDARY_BEAM: "Secondary Beam*", + MATERIAL: "Material", + SHEAR_FORCE: "Shear Force(kN)", + AXIAL_FORCE: "Axial Force(kN)", + DIAMETER: "Diameter(mm)", + TYPE: "Type", + PROPERTY_CLASS: "Property Class", + THICKNESS: "Thickness(mm)", + SEATEDANGLE: "Seated Angle*", + TOPANGLE: "Top Angle*", + + // Button Texts + RESET: "Reset", + DESIGN: "Design", + CREATE_DESIGN_REPORT: "Create Design Report", + SAVE_OUTPUT: "Save Output", + HOME: "Home", + + // Modal Titles & Messages + CONFIRM_RESET: "Confirm Reset", + UNSAVED_PROGRESS: "Unsaved Progress", + CONFIRM_RESET_MSG: "Are you sure you want to reset all inputs and clear the current design?", + UNSAVED_PROGRESS_MSG: "You have unsaved design progress. Are you sure you want to leave?", + LOSE_WORK_WARNING: "This will lose all your current work.", + CANCEL: "Cancel", + YES_RESET: "Yes, Reset Everything", + YES_LEAVE: "Yes, Leave Page", + PLEASE_INPUT_ALL_FIELDS: "Please input all the fields", + PLEASE_SUBMIT_DESIGN_FIRST: "Please submit the design first.", + LOADING_MODEL: "Loading Model...", + PROCESSING_DESIGN: "Processing Design", + GENERATING_RESULTS: "Please wait while we generate your results...", + MAY_TAKE_MOMENTS: "This may take a few moments", + + // Design Report + DESIGN_REPORT_SUMMARY: "Design Report Summary", + COMPANY_NAME: "Company Name:", + COMPANY_LOGO: "Company Logo : ", + GROUP_TEAM_NAME: "Group/Team Name:", + DESIGNER: "Designer:", + PROJECT_TITLE: "Project Title:", + SUBTITLE: "Subtitle:", + JOB_NUMBER: "Job Number:", + CLIENT: "Client:", + ADDITIONAL_COMMENTS: "Additional Comments:", + + // Module & Connection Labels (for cards, tabs, titles) + PLATED_CONNECTION: "Plated Connection", + SHEAR_CONNECTION: "Shear Connection", + SHEAR_CONNECTIONS: "Shear Connections", + MOMENT_CONNECTION: "Moment Connection", + BASE_PLATE: "Base Plate", + SLAB_AND_GUSSETED_BASES: "Slab and Gusseted Bases", + + FIN_PLATE: "Fin Plate", + CLEAT_ANGLE: "Cleat Angle", + HEADER_PLATE: "Header Plate", + SEATED_ANGLE: "Seated Angle", + END_PLATE: "End Plate", + + TENSION_MEMBER: "Tension Member", + COMPRESSION_MEMBER: "Compression Member", + FLEXURE_MEMBER: "Flexure Member", + + BOLTED_TO_END_GUSSET: "Bolted to End Gusset", + WELDED_TO_END_GUSSET: "Welded to End Gusset", + + // Module Titles + COVER_PLATE_BOLTED: "Cover Plate ā€” Bolted", + COVER_PLATE_WELDED: "Cover Plate ā€” Welded", + STRUTS_BOLTED_TO_END_GUSSET: "Struts Bolted to End Gusset", + STRUTS_WELDED_TO_END_GUSSET: "Struts Welded to End Gusset", + COMPRESSION_MEMBER_STRUTS: "Compression Member (Struts in Trusses)", + AXIALLY_LOADED_COLUMN: "Axially Loaded Column", + BUTT_JOINT_BOLTED: "Butt Joint ā€” Bolted", + BUTT_JOINT_WELDED: "Butt Joint ā€” Welded", + LAP_JOINT_BOLTED: "Lap Joint ā€” Bolted", + LAP_JOINT_WELDED: "Lap Joint ā€” Welded", + ON_CANTILEVER_BEAM: "On Cantilever Beam (Flexural Member)", + PURLIN: "Purlin (Flexural Member)", + SIMPLY_SUPPORTED_BEAM: "Simply Supported Beam (Flexural Member)", + +}; diff --git a/frontend/src/constants/Urls.js b/frontend/src/constants/Urls.js new file mode 100644 index 000000000..ea2c26f86 --- /dev/null +++ b/frontend/src/constants/Urls.js @@ -0,0 +1,10 @@ +import { apiBase } from "../api"; + +// const BASE_URL = "http://127.0.0.1:8000/"; +const BASE_URL = `${apiBase}`; + +export const URLS = { + POPULATE_VALUES: `${BASE_URL}populate`, + // Add other API endpoints as needed + BASE_URL: BASE_URL, +}; diff --git a/frontend/src/constants/apiRoutes.js b/frontend/src/constants/apiRoutes.js new file mode 100644 index 000000000..4e3d156a1 --- /dev/null +++ b/frontend/src/constants/apiRoutes.js @@ -0,0 +1,83 @@ +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_CLEAT_ANGLE, + MODULE_KEY_END_PLATE, + MODULE_KEY_SEAT_ANGLE, + MODULE_KEY_COVER_PLATE_BOLTED, + MODULE_KEY_COVER_PLATE_WELDED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED, + MODULE_KEY_COVER_PLATE_BOLTED_ALT, + MODULE_KEY_COVER_PLATE_WELDED_ALT, + MODULE_KEY_BEAM_BEAM_END_PLATE, + MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + MODULE_KEY_BEAM_COLUMN_END_PLATE, + MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + MODULE_KEY_CC_COVER_PLATE_BOLTED, + MODULE_KEY_CC_COVER_PLATE_WELDED, + MODULE_KEY_CC_END_PLATE, + MODULE_KEY_BASE_PLATE, + MODULE_KEY_BUTT_JOINT_BOLTED, + MODULE_KEY_BUTT_JOINT_WELDED, + MODULE_KEY_LAP_JOINT_BOLTED, + MODULE_KEY_LAP_JOINT_WELDED, + MODULE_KEY_TENSION_BOLTED, + MODULE_KEY_TENSION_WELDED, + MODULE_KEY_BOLTED_TO_END_GUSSET, + MODULE_KEY_WELDED_TO_END_GUSSET, + MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + MODULE_KEY_STRUTS_BOLTED, + MODULE_KEY_STRUTS_WELDED, + MODULE_KEY_AXIALLY_LOADED_COLUMN, + MODULE_KEY_PURLIN, + MODULE_KEY_ON_CANTILEVER_BEAM, + MODULE_KEY_PLATE_GIRDER, +} from "./DesignKeys"; + +// Centralized API route mappings for engineering modules. +export const MODULE_SLUGS = { + // Shear + [MODULE_KEY_FIN_PLATE]: 'shear-connection/fin-plate', + [MODULE_KEY_CLEAT_ANGLE]: 'shear-connection/cleat-angle', + // [MODULE_KEY_END_PLATE]: 'shear-connection/end-plate', + [MODULE_KEY_END_PLATE]: 'shear-connection/header-plate', + [MODULE_KEY_SEAT_ANGLE]: 'shear-connection/seated-angle', + // Moment + [MODULE_KEY_COVER_PLATE_BOLTED]: 'moment-connection/beam-beam-cover-plate-bolted', + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED]: 'moment-connection/beam-beam-cover-plate-bolted', + [MODULE_KEY_COVER_PLATE_BOLTED_ALT]: 'moment-connection/beam-beam-cover-plate-bolted', + [MODULE_KEY_COVER_PLATE_WELDED]: 'moment-connection/beam-beam-cover-plate-welded', + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED]: 'moment-connection/beam-beam-cover-plate-welded', + [MODULE_KEY_COVER_PLATE_WELDED_ALT]: 'moment-connection/beam-beam-cover-plate-welded', + [MODULE_KEY_BEAM_BEAM_END_PLATE]: 'moment-connection/beam-beam-end-plate', + [MODULE_KEY_BEAM_BEAM_END_PLATE_ALT]: 'moment-connection/beam-beam-end-plate', + [MODULE_KEY_BEAM_COLUMN_END_PLATE]: 'moment-connection/beam-column-end-plate', + [MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT]: 'moment-connection/beam-column-end-plate', + [MODULE_KEY_CC_COVER_PLATE_BOLTED]: 'moment-connection/column-column-cover-plate-bolted', + [MODULE_KEY_CC_COVER_PLATE_WELDED]: 'moment-connection/column-column-cover-plate-welded', + [MODULE_KEY_CC_END_PLATE]: 'moment-connection/column-column-end-plate', + // Base Plate + [MODULE_KEY_BASE_PLATE]: 'base-plate', + // Simple + [MODULE_KEY_BUTT_JOINT_BOLTED]: 'simple-connection/butt-joint-bolted', + [MODULE_KEY_BUTT_JOINT_WELDED]: 'simple-connection/butt-joint-welded', + [MODULE_KEY_LAP_JOINT_BOLTED]: 'simple-connection/lap-joint-bolted', + [MODULE_KEY_LAP_JOINT_WELDED]: 'simple-connection/lap-joint-welded', + // Tension + [MODULE_KEY_TENSION_BOLTED]: 'tension-member/bolted', + [MODULE_KEY_TENSION_WELDED]: 'tension-member/welded', + [MODULE_KEY_BOLTED_TO_END_GUSSET]: 'tension-member/bolted', + [MODULE_KEY_WELDED_TO_END_GUSSET]: 'tension-member/welded', + // Flexure + [MODULE_KEY_SIMPLY_SUPPORTED_BEAM]: 'flexure-member/simply-supported-beam', + [MODULE_KEY_PURLIN]: 'flexure-member/purlin', + [MODULE_KEY_ON_CANTILEVER_BEAM]: 'flexure-member/on-cantilever', + [MODULE_KEY_PLATE_GIRDER]: 'flexure-member/plate-girder', + // Compression + [MODULE_KEY_STRUTS_BOLTED]: 'compression-member/struts_bolted', + [MODULE_KEY_STRUTS_WELDED]: 'compression-member/struts_welded', + [MODULE_KEY_AXIALLY_LOADED_COLUMN]: 'compression-member/axially_loaded_column', +}; + +export const getModuleSlug = (moduleId) => MODULE_SLUGS[moduleId] || moduleId; + diff --git a/frontend/src/constants/metadata.js b/frontend/src/constants/metadata.js new file mode 100644 index 000000000..22b84d3d0 --- /dev/null +++ b/frontend/src/constants/metadata.js @@ -0,0 +1,3 @@ +export const APP_METADATA = { + VERSION: "2026.03.0.0", +}; \ No newline at end of file diff --git a/frontend/src/constants/moduleIds.js b/frontend/src/constants/moduleIds.js new file mode 100644 index 000000000..8ff625b17 --- /dev/null +++ b/frontend/src/constants/moduleIds.js @@ -0,0 +1,13 @@ +// Module identifier helpers. +// We use stable MODULE_KEY_* values everywhere. + +/** + * Normalize a module identifier to its stable key. + * Since we don't support legacy short codes anymore, this is currently a no-op. + * @param {string} id + * @returns {string} + */ +export function normalizeModuleId(id) { + return id; +} + diff --git a/frontend/src/constants/moduleNames.js b/frontend/src/constants/moduleNames.js new file mode 100644 index 000000000..c48ff7c7d --- /dev/null +++ b/frontend/src/constants/moduleNames.js @@ -0,0 +1,42 @@ +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_SEAT_ANGLE, + MODULE_KEY_CLEAT_ANGLE, + MODULE_KEY_END_PLATE, + MODULE_KEY_BEAM_COLUMN_END_PLATE, + MODULE_KEY_BEAM_BEAM_END_PLATE, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED, + MODULE_KEY_TENSION_BOLTED, + MODULE_KEY_TENSION_WELDED, + MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + MODULE_DISPLAY_FIN_PLATE, + MODULE_DISPLAY_CLEAT_ANGLE, + MODULE_DISPLAY_SEAT_ANGLE, +} from "./DesignKeys"; + +// Centralized display names keyed by stable module keys. +const DISPLAY_BY_KEY = { + [MODULE_KEY_FIN_PLATE]: MODULE_DISPLAY_FIN_PLATE, + [MODULE_KEY_CLEAT_ANGLE]: MODULE_DISPLAY_CLEAT_ANGLE, + [MODULE_KEY_END_PLATE]: "End Plate Connection", + [MODULE_KEY_SEAT_ANGLE]: MODULE_DISPLAY_SEAT_ANGLE, + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED]: "Cover Plate Bolted", + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED]: "Cover Plate Welded", + [MODULE_KEY_BEAM_BEAM_END_PLATE]: "Beam-Beam End Plate", + [MODULE_KEY_BEAM_COLUMN_END_PLATE]: "Beam-Column End Plate", + [MODULE_KEY_TENSION_BOLTED]: "Tension Member Bolted", + [MODULE_KEY_TENSION_WELDED]: "Tension Member Welded", + [MODULE_KEY_SIMPLY_SUPPORTED_BEAM]: "Simply Supported Beam", +}; + +/** + * Get a human-readable display name for a module key. + * Falls back to the key itself if no display name is defined. + * @param {string} moduleKey + * @returns {string} + */ +export function getModuleDisplayName(moduleKey) { + return DISPLAY_BY_KEY[moduleKey] ?? moduleKey; +} + diff --git a/frontend/src/constants/moduleRoutes.js b/frontend/src/constants/moduleRoutes.js new file mode 100644 index 000000000..bc5a7e2af --- /dev/null +++ b/frontend/src/constants/moduleRoutes.js @@ -0,0 +1,13 @@ +import { MODULE_ROUTES, normalizeModuleKey } from "./modules"; + +/** + * Get the route path for a stable module key. + * @param {string} moduleKey + * @returns {string|undefined} + */ +export function getModuleRoute(moduleKey) { + const stableKey = normalizeModuleKey(moduleKey); + return MODULE_ROUTES[stableKey]; +} + +export { MODULE_ROUTES as ROUTES_BY_KEY }; diff --git a/frontend/src/constants/modules.js b/frontend/src/constants/modules.js new file mode 100644 index 000000000..6677ceba9 --- /dev/null +++ b/frontend/src/constants/modules.js @@ -0,0 +1,313 @@ +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_CLEAT_ANGLE, + MODULE_KEY_END_PLATE, + MODULE_KEY_SEAT_ANGLE, + MODULE_KEY_COVER_PLATE_BOLTED, + MODULE_KEY_COVER_PLATE_WELDED, + MODULE_KEY_BEAM_BEAM_END_PLATE, + MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + MODULE_KEY_BEAM_COLUMN_END_PLATE, + MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + MODULE_KEY_CC_COVER_PLATE_BOLTED, + MODULE_KEY_CC_COVER_PLATE_WELDED, + MODULE_KEY_CC_END_PLATE, + MODULE_KEY_BUTT_JOINT_WELDED, + MODULE_KEY_BUTT_JOINT_BOLTED, + MODULE_KEY_LAP_JOINT_WELDED, + MODULE_KEY_LAP_JOINT_BOLTED, + MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + MODULE_KEY_BOLTED_TO_END_GUSSET, + MODULE_KEY_WELDED_TO_END_GUSSET, + MODULE_KEY_TENSION_BOLTED, + MODULE_KEY_TENSION_WELDED, + MODULE_KEY_STRUTS_BOLTED, + MODULE_KEY_AXIALLY_LOADED_COLUMN, + MODULE_KEY_STRUTS_WELDED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED, + MODULE_KEY_PURLIN, + MODULE_KEY_PLATE_GIRDER, + MODULE_KEY_BASE_PLATE, +} from "./DesignKeys"; +import { UI_STRINGS } from "./UIStrings"; + +export const MODULE_SUBMODULES = { + Connections: [ + { key: "Plated", label: UI_STRINGS.PLATED_CONNECTION }, + { key: "Shear", label: UI_STRINGS.SHEAR_CONNECTION }, + { key: "Moment", label: UI_STRINGS.MOMENT_CONNECTION }, + { key: "BasePlate", label: UI_STRINGS.BASE_PLATE }, + { key: "Truss", label: "Truss Connection", status: "development" }, + ], + TensionMember: [{ key: "Tension", label: UI_STRINGS.TENSION_MEMBER }], + CompressionMember: [{ key: "Compression", label: UI_STRINGS.COMPRESSION_MEMBER }], + FlexureMember: [{ key: "Flexure", label: UI_STRINGS.FLEXURE_MEMBER }], +}; + +export const CONNECTIONS_TAB_CONTENT = { + Plated: [ + { + label: UI_STRINGS.PLATED_CONNECTION, + options: [ + { key: MODULE_KEY_LAP_JOINT_BOLTED, label: "Lap Joint ā€” Bolted", img: "lap_joint_bolted_simple_connec.png" }, + { key: MODULE_KEY_LAP_JOINT_WELDED, label: "Lap Joint ā€” Welded", img: "lap_joint_welded_simple_connec.png" }, + { key: MODULE_KEY_BUTT_JOINT_BOLTED, label: "Butt Joint ā€” Bolted", img: "butt_joint_bolted_simple_connec.png" }, + { key: MODULE_KEY_BUTT_JOINT_WELDED, label: "Butt Joint ā€” Welded", img: "butt_joint_welded_simple_connec.png" }, + ], + }, + ], + Shear: [ + { + label: UI_STRINGS.SHEAR_CONNECTIONS, + options: [ + { key: MODULE_KEY_FIN_PLATE, label: UI_STRINGS.FIN_PLATE, img: "shear_fin_plate_connec.png" }, + { key: MODULE_KEY_CLEAT_ANGLE, label: UI_STRINGS.CLEAT_ANGLE, img: "shear_cleat_angle_connec.png" }, + { key: MODULE_KEY_END_PLATE, label: UI_STRINGS.HEADER_PLATE, img: "header_plate_connec.png" }, + { key: MODULE_KEY_SEAT_ANGLE, label: UI_STRINGS.SEATED_ANGLE, img: "seated_angle_connec.png" }, + ], + }, + ], + Moment: [ + { + label: "Column Splices", + options: [ + { key: MODULE_KEY_CC_COVER_PLATE_BOLTED, label: "Cover Plate ā€” Bolted", img: "cover_plate_bolted_ctc_moment_connec.png" }, + { key: MODULE_KEY_CC_COVER_PLATE_WELDED, label: "Cover Plate ā€” Welded", img: "cover_plate_welded_ctc_moment_connec.png" }, + { key: MODULE_KEY_CC_END_PLATE, label: UI_STRINGS.END_PLATE, img: "end_plate_ctc_moment_connec.png" }, + ], + }, + { + label: "Beam Splices", + options: [ + { key: MODULE_KEY_COVER_PLATE_BOLTED, label: "Cover Plate ā€” Bolted", img: "cover_plate_bolted_btb_moment_connec.png" }, + { key: MODULE_KEY_COVER_PLATE_WELDED, label: "Cover Plate ā€” Welded", img: "cover_plate_welded_btb_moment_connec.png" }, + { key: MODULE_KEY_BEAM_BEAM_END_PLATE, label: UI_STRINGS.END_PLATE, img: "end_plate_btb_moment_connec.png" }, + ], + }, + { + label: "Beam to Column", + options: [ + { key: MODULE_KEY_BEAM_COLUMN_END_PLATE, label: UI_STRINGS.END_PLATE, img: "end_plate_btc_moment_connec.png" }, + ], + }, + { + label: "PEB", + options: [], + status: "development", + }, + ], + BasePlate: [ + { + label: "Base Plates", + options: [{ key: "BasePlateConnection", label: UI_STRINGS.SLAB_AND_GUSSETED_BASES, img: "base_plate_connec.png" }], + }, + ], + Truss: [{ label: "Truss Connections", options: [] }], +}; + +export const GENERIC_SUBMODULE_CONTENT = { + Tension: [ + { + label: UI_STRINGS.TENSION_MEMBER, + options: [ + { key: MODULE_KEY_BOLTED_TO_END_GUSSET, label: UI_STRINGS.BOLTED_TO_END_GUSSET, img: "bolted_tension_member.png" }, + { key: MODULE_KEY_WELDED_TO_END_GUSSET, label: UI_STRINGS.WELDED_TO_END_GUSSET, img: "welded_tension_member.png" }, + ], + }, + ], + Compression: [ + { + label: UI_STRINGS.COMPRESSION_MEMBER, + options: [ + { key: MODULE_KEY_STRUTS_BOLTED, label: "Struts Bolted to End Gusset", img: "struts_bolt_end_gusset.png" }, + { key: MODULE_KEY_STRUTS_WELDED, label: "Struts Welded to End Gusset", img: "struts_weld_end_gusset.png" }, + { key: MODULE_KEY_AXIALLY_LOADED_COLUMN, label: "Axially Loaded Column", img: "axially_loaded_column.png" }, + ], + + }, + ], + Flexure: [ + { + label: UI_STRINGS.FLEXURE_MEMBER, + options: [ + { key: MODULE_KEY_SIMPLY_SUPPORTED_BEAM, label: "Simply Supported Beam", img: "ss_beam_flexural_mem.png" }, + { key: "OnCantilever", label: "Cantilever Beam", img: "cantilever_beam_flexural_mem.png" }, + { key: MODULE_KEY_PLATE_GIRDER, label: "Plate Girder", img: "plate_girder_flexural_mem.png" }, + ], + }, + ], +}; + +export const MODULE_ROUTES = { + [MODULE_KEY_FIN_PLATE]: "/design/connections/shear/fin_plate", + [MODULE_KEY_CLEAT_ANGLE]: "/design/connections/shear/cleat_angle", + [MODULE_KEY_END_PLATE]: "/design/connections/shear/end_plate", + [MODULE_KEY_SEAT_ANGLE]: "/design/connections/shear/seatAngle", + [MODULE_KEY_CC_COVER_PLATE_BOLTED]: "/design/connections/column-to-column-splice/cover_plate_bolted", + [MODULE_KEY_CC_COVER_PLATE_WELDED]: "/design/connections/column-to-column-splice/cover_plate_welded", + [MODULE_KEY_CC_END_PLATE]: "/design/connections/column-to-column-splice/end_plate", + [MODULE_KEY_COVER_PLATE_BOLTED]: "/design/connections/beam-to-beam-splice/cover_plate_bolted", + [MODULE_KEY_COVER_PLATE_WELDED]: "/design/connections/beam-to-beam-splice/cover_plate_welded", + [MODULE_KEY_BEAM_BEAM_END_PLATE]: "/design/connections/beam-to-beam-splice/end_plate", + [MODULE_KEY_BEAM_COLUMN_END_PLATE]: "/design/connections/column-beam/end_plate", + [MODULE_KEY_BUTT_JOINT_WELDED]: "/design/connections/simple/butt_joint_welded", + [MODULE_KEY_BUTT_JOINT_BOLTED]: "/design/connections/simple/butt_joint_bolted", + [MODULE_KEY_LAP_JOINT_WELDED]: "/design/connections/simple/lap_joint_welded", + [MODULE_KEY_LAP_JOINT_BOLTED]: "/design/connections/simple/lap_joint_bolted", + BasePlateConnection: "/design/connections/base_plate", + [MODULE_KEY_SIMPLY_SUPPORTED_BEAM]: "/design/flexure_member/simply_supported_beam", + OnCantilever: "/design/flexure/on_cantilever", + Purlin: "/design/flexure/purlin", + [MODULE_KEY_PLATE_GIRDER]: "/design/flexure/plate_girder", + PlateGirder: "/design/flexure/plate_girder", + [MODULE_KEY_TENSION_BOLTED]: "/design/tension-member/bolted_to_end_gusset", + [MODULE_KEY_TENSION_WELDED]: "/design/tension-member/welded_to_end_gusset", + [MODULE_KEY_BOLTED_TO_END_GUSSET]: "/design/tension-member/bolted_to_end_gusset", + [MODULE_KEY_WELDED_TO_END_GUSSET]: "/design/tension-member/welded_to_end_gusset", + [MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT]: "/design/connections/column-beam/end_plate", + [MODULE_KEY_STRUTS_WELDED]: "/design/compression-member/struts_welded_to_end_gusset", + [MODULE_KEY_STRUTS_BOLTED]: "/design/compression-member/struts_bolted_to_end_gusset", + [MODULE_KEY_AXIALLY_LOADED_COLUMN]: "/design/compression-member/axially_loaded_column", + // Add other needed routes +}; + +// Mapping from .osi Module names (desktop) ā†’ web module keys used above +// Extend as more modules are supported +export const MODULE_NAME_TO_KEY = { + // Shear Connections + "Shear Connection - Fin Plate": MODULE_KEY_FIN_PLATE, + "Fin Plate Connection": MODULE_KEY_FIN_PLATE, + "FinPlateConnection": MODULE_KEY_FIN_PLATE, + "Shear Connection - End Plate": MODULE_KEY_END_PLATE, + "End Plate Connection": MODULE_KEY_END_PLATE, + "Shear Connection - Cleat Angle": MODULE_KEY_CLEAT_ANGLE, + "Cleat Angle Connection": MODULE_KEY_CLEAT_ANGLE, + "Shear Connection - Seated Angle": MODULE_KEY_SEAT_ANGLE, + "Seated Angle Connection": MODULE_KEY_SEAT_ANGLE, + + // Plated Connections (Simple Connections) + "Lap Joint Bolted Connection": MODULE_KEY_LAP_JOINT_BOLTED, + "Lap Joint - Bolted": MODULE_KEY_LAP_JOINT_BOLTED, + "Lap Joint Bolted": MODULE_KEY_LAP_JOINT_BOLTED, + "Lap Joint Welded Connection": MODULE_KEY_LAP_JOINT_WELDED, + "Lap Joint - Welded": MODULE_KEY_LAP_JOINT_WELDED, + "Lap Joint Welded": MODULE_KEY_LAP_JOINT_WELDED, + "Butt Joint Bolted Connection": MODULE_KEY_BUTT_JOINT_BOLTED, + "Butt Joint - Bolted": MODULE_KEY_BUTT_JOINT_BOLTED, + "Butt Joint Bolted": MODULE_KEY_BUTT_JOINT_BOLTED, + "Butt Joint Welded Connection": MODULE_KEY_BUTT_JOINT_WELDED, + "Butt Joint - Welded": MODULE_KEY_BUTT_JOINT_WELDED, + "Butt Joint Welded": MODULE_KEY_BUTT_JOINT_WELDED, + + // Base Plate + "Base Plate Connection": "BasePlateConnection", + "Base-Plate": "BasePlateConnection", + "Base Plate": "BasePlateConnection", + + // Tension Members + "Tension Member Design - Bolted to End Gusset": MODULE_KEY_BOLTED_TO_END_GUSSET, + "Tension Member Bolted Design": MODULE_KEY_BOLTED_TO_END_GUSSET, + "Tension Bolted": MODULE_KEY_BOLTED_TO_END_GUSSET, + "Tension Member Design - Welded to End Gusset": MODULE_KEY_WELDED_TO_END_GUSSET, + "Tension Member Welded Design": MODULE_KEY_WELDED_TO_END_GUSSET, + "Tension Welded": MODULE_KEY_WELDED_TO_END_GUSSET, + + // Compression Members + "Compression Member Design - Strut Design": MODULE_KEY_STRUTS_BOLTED, + "Struts Bolted to End Gusset": MODULE_KEY_STRUTS_BOLTED, + "Struts Welded to End Gusset": MODULE_KEY_STRUTS_WELDED, + "Columns with known support conditions": MODULE_KEY_AXIALLY_LOADED_COLUMN, + "Axially Loaded Column": MODULE_KEY_AXIALLY_LOADED_COLUMN, + + // Flexure Members + "Flexural Members - Simply Supported": MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + "Simply Supported Beam": MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + "Flexural Members - Cantilever": "OnCantilever", + "Cantilever Beam": "OnCantilever", + "Flexural Members - Purlins": "Purlin", + "Purlin": "Purlin", + "Plate Girder": MODULE_KEY_PLATE_GIRDER, + "Plate Girder Design": MODULE_KEY_PLATE_GIRDER, + "Plate-Girder": MODULE_KEY_PLATE_GIRDER, + + // PEB / Member Splices / Moment Connections + // Beam to Column + "Beam-to-Column End Plate Connection": MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + "Beam to Column End Plate Connection": MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + + // Beam to Beam + "Beam-to-Beam End Plate Connection": MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + "Beam-Beam-End-Plate-Connection": MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + "Beam-to-Beam Cover Plate Bolted Connection": MODULE_KEY_COVER_PLATE_BOLTED, + "Beam-to-Beam-Cover-Plate-Bolted-Connection": MODULE_KEY_COVER_PLATE_BOLTED, + "Beam-to-Beam Cover Plate Welded Connection": MODULE_KEY_COVER_PLATE_WELDED, + "Beam-to-Beam-Cover-Plate-Welded-Connection": MODULE_KEY_COVER_PLATE_WELDED, + + // Column to Column + "Column-to-Column Cover Plate Bolted Connection": MODULE_KEY_CC_COVER_PLATE_BOLTED, + "Column-to-Column-Cover-Plate-Bolted-Connection": MODULE_KEY_CC_COVER_PLATE_BOLTED, + "Column-to-Column Cover Plate Welded Connection": MODULE_KEY_CC_COVER_PLATE_WELDED, + "Column-to-Column-Cover-Plate-Welded-Connection": MODULE_KEY_CC_COVER_PLATE_WELDED, + "Column-to-Column End Plate Connection": MODULE_KEY_CC_END_PLATE, + "Column-to-Column-End-Plate-Connection": MODULE_KEY_CC_END_PLATE, + + "fp": MODULE_KEY_FIN_PLATE, + "ca": MODULE_KEY_CLEAT_ANGLE, + "ep": MODULE_KEY_END_PLATE, + "sa": MODULE_KEY_SEAT_ANGLE, + "cpb": MODULE_KEY_COVER_PLATE_BOLTED, + "cpw": MODULE_KEY_COVER_PLATE_WELDED, + "boltedtoendplate": MODULE_KEY_BOLTED_TO_END_GUSSET, + "ssb": MODULE_KEY_SIMPLY_SUPPORTED_BEAM, +}; + +/** + * Normalizes any form of module identifier (e.g. from OSI fields, URLs, legacy variables) + * to its canonical design key constant. + * @param {string} id + * @returns {string} + */ +export function normalizeModuleKey(id) { + if (!id) return id; + if (MODULE_NAME_TO_KEY[id]) return MODULE_NAME_TO_KEY[id]; + + const lower = id.toLowerCase(); + if (MODULE_NAME_TO_KEY[lower]) return MODULE_NAME_TO_KEY[lower]; + + const normHyphen = lower.replace(/_/g, '-').replace(/\s+/g, '-'); + if (MODULE_NAME_TO_KEY[normHyphen]) return MODULE_NAME_TO_KEY[normHyphen]; + + const mapping = { + 'fin-plate': MODULE_KEY_FIN_PLATE, + 'end-plate': MODULE_KEY_END_PLATE, + 'cleat-angle': MODULE_KEY_CLEAT_ANGLE, + 'seated-angle': MODULE_KEY_SEAT_ANGLE, + 'beam-beam-cover-plate-bolted': MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED, + 'beam-beam-cover-plate-welded': MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED, + 'beam-beam-end-plate': MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + 'beam-column-end-plate': MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + 'bolted': MODULE_KEY_TENSION_BOLTED, + 'welded': MODULE_KEY_TENSION_WELDED, + 'simply-supported-beam': MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + 'on-cantilever': 'OnCantilever', + 'purlin': MODULE_KEY_PURLIN, + 'plate-girder': MODULE_KEY_PLATE_GIRDER, + 'lap-joint-welded': MODULE_KEY_LAP_JOINT_WELDED, + 'lap-joint-bolted': MODULE_KEY_LAP_JOINT_BOLTED, + 'butt-joint-welded': MODULE_KEY_BUTT_JOINT_WELDED, + 'butt-joint-bolted': MODULE_KEY_BUTT_JOINT_BOLTED, + 'column-to-column-cover-plate-bolted': MODULE_KEY_CC_COVER_PLATE_BOLTED, + 'column-to-column-cover-plate-welded': MODULE_KEY_CC_COVER_PLATE_WELDED, + 'column-to-column-end-plate': MODULE_KEY_CC_END_PLATE, + 'base-plate': MODULE_KEY_BASE_PLATE, + 'baseplateconnection': MODULE_KEY_BASE_PLATE, + 'struts-bolted': MODULE_KEY_STRUTS_BOLTED, + 'struts-welded': MODULE_KEY_STRUTS_WELDED, + 'axially-loaded-column': MODULE_KEY_AXIALLY_LOADED_COLUMN, + 'bolted-to-end-gusset': MODULE_KEY_BOLTED_TO_END_GUSSET, + 'welded-to-end-gusset': MODULE_KEY_WELDED_TO_END_GUSSET, + }; + + return mapping[normHyphen] || id; +} diff --git a/frontend/src/constants/shortcuts.js b/frontend/src/constants/shortcuts.js new file mode 100644 index 000000000..bd4295d4b --- /dev/null +++ b/frontend/src/constants/shortcuts.js @@ -0,0 +1,380 @@ +export const SHORTCUT_PLATFORM = { + WIN_LINUX: 'winLinux', + MAC: 'mac', +}; + +export const SHORTCUT_SCOPE = { + GLOBAL: 'global', + ENGINEERING: 'engineering', + MODULE_SELECTION: 'moduleSelection', + MODAL: 'modal', +}; + +/**: + * - One source of truth for action IDs, scopes, per-platform mappings, + * enablement conditions, and conflict notes. + * - Runtime engine wiring is centralized via the shortcut provider/layers. + */ +export const SHORTCUT_ACTIONS = [ + // Global shortcuts + { + id: 'global.search.focus', + label: 'Focus Search', + scope: SHORTCUT_SCOPE.GLOBAL, + shortcuts: { + winLinux: ['/', 'Ctrl+K'], + mac: ['/', 'Cmd+K'], + }, + whenEnabled: 'Search UI exists on current page.', + blockedWhen: 'Single-key "/" while typing in editable fields.', + conflictRisk: 'low', + }, + { + id: 'global.shortcuts.help', + label: 'Shortcuts Help', + scope: SHORTCUT_SCOPE.GLOBAL, + shortcuts: { + winLinux: ['?'], + mac: ['?'], + }, + whenEnabled: 'Always.', + blockedWhen: 'Never.', + conflictRisk: 'low', + }, + { + id: 'global.nav.home', + label: 'Go Home', + scope: SHORTCUT_SCOPE.GLOBAL, + shortcuts: { + winLinux: ['Alt+Shift+H'], + mac: ['Option+Shift+H'], + }, + whenEnabled: 'Always.', + blockedWhen: 'Blocking confirmation modal is active.', + conflictRisk: 'low', + }, + + // Engineering shortcuts + { + id: 'eng.dock.input.toggle', + label: 'Toggle Input Dock', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+Shift+I'], + mac: ['Option+Shift+I'], + }, + whenEnabled: 'Engineering module route is active.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'eng.dock.output.toggle', + label: 'Toggle Output Dock', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+Shift+O'], + mac: ['Option+Shift+O'], + }, + whenEnabled: 'Engineering module route is active and output exists.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'eng.logs.toggle', + label: 'Toggle Logs', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+Shift+L'], + mac: ['Option+Shift+L'], + }, + whenEnabled: 'Engineering module route is active and output exists.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'eng.design.submit', + label: 'Submit Design', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Ctrl+Enter'], + mac: ['Cmd+Enter'], + }, + whenEnabled: 'Design is submittable and not currently processing.', + blockedWhen: 'Blocking confirmation/status modal is active.', + conflictRisk: 'low', + }, + { + id: 'eng.design.reset', + label: 'Reset Design', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+Shift+R'], + mac: ['Option+Shift+R'], + }, + whenEnabled: 'Engineering module route is active.', + blockedWhen: 'Reset confirmation already open.', + conflictRisk: 'low', + }, + { + id: 'eng.input.lockToggle', + label: 'Lock / Unlock', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+Shift+U'], + mac: ['Option+Shift+U'], + }, + whenEnabled: 'Engineering module route is active.', + blockedWhen: 'Blocking status modal is active.', + conflictRisk: 'low', + }, + { + id: 'eng.cad.zoomIn', + label: 'CAD Zoom In', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['+', 'Alt+='], + mac: ['+', 'Option+='], + }, + whenEnabled: 'CAD viewport is visible.', + blockedWhen: 'Single-key mode while typing in editable fields.', + conflictRisk: 'medium', + }, + { + id: 'eng.cad.zoomOut', + label: 'CAD Zoom Out', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['-', 'Alt+-'], + mac: ['-', 'Option+-'], + }, + whenEnabled: 'CAD viewport is visible.', + blockedWhen: 'Single-key mode while typing in editable fields.', + conflictRisk: 'medium', + }, + { + id: 'eng.cad.view.front', + label: 'CAD Front View', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+1'], + mac: ['Option+1'], + }, + whenEnabled: 'CAD context is active.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'eng.cad.view.top', + label: 'CAD Top View', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+2'], + mac: ['Option+2'], + }, + whenEnabled: 'CAD context is active.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'eng.cad.view.side', + label: 'CAD Side View', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { + winLinux: ['Alt+3'], + mac: ['Option+3'], + }, + whenEnabled: 'CAD context is active.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + + // Module selection/navigation shortcuts + { + id: 'modsel.focus.moveLeft', + label: 'Move Focus Left', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['ArrowLeft'], mac: ['ArrowLeft'] }, + whenEnabled: 'Module selection tabs/cards are focused.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'low', + }, + { + id: 'modsel.focus.moveRight', + label: 'Move Focus Right', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['ArrowRight'], mac: ['ArrowRight'] }, + whenEnabled: 'Module selection tabs/cards are focused.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'low', + }, + { + id: 'modsel.focus.moveUp', + label: 'Move Focus Up', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['ArrowUp'], mac: ['ArrowUp'] }, + whenEnabled: 'Module selection cards are focused.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'low', + }, + { + id: 'modsel.focus.moveDown', + label: 'Move Focus Down', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['ArrowDown'], mac: ['ArrowDown'] }, + whenEnabled: 'Module selection cards are focused.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'low', + }, + { + id: 'modsel.activate', + label: 'Select / Open', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['Enter', 'Space'], mac: ['Enter', 'Space'] }, + whenEnabled: 'Module selection target is focused.', + blockedWhen: 'Modal context is active.', + conflictRisk: 'low', + }, + { + id: 'modsel.tab.prev', + label: 'Previous Tab', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: ['['], mac: ['['] }, + whenEnabled: 'Module selection tab set is visible.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'medium', + }, + { + id: 'modsel.tab.next', + label: 'Next Tab', + scope: SHORTCUT_SCOPE.MODULE_SELECTION, + shortcuts: { winLinux: [']'], mac: [']'] }, + whenEnabled: 'Module selection tab set is visible.', + blockedWhen: 'Typing in editable fields.', + conflictRisk: 'medium', + }, + { + id: 'global.dismiss', + label: 'Close Modal / Search', + scope: SHORTCUT_SCOPE.GLOBAL, + shortcuts: { winLinux: ['Escape'], mac: ['Escape'] }, + whenEnabled: 'At least one dismissible overlay/context is open.', + blockedWhen: 'Never.', + conflictRisk: 'low', + }, + + // Extended shortcuts + { + id: 'eng.project.create', + label: 'Create Project', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: ['Alt+Shift+N'], mac: ['Option+Shift+N'] }, + whenEnabled: 'Project creation is allowed by auth/verification rules.', + blockedWhen: 'Current project is already persisted.', + conflictRisk: 'low', + menuActionName: 'Create Project', + }, + { + id: 'eng.input.load', + label: 'Load Input', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: ['Alt+Shift+M'], mac: ['Option+Shift+M'] }, + whenEnabled: 'Engineering module route is active.', + blockedWhen: 'Blocking modal is active.', + conflictRisk: 'low', + menuActionName: 'Load Input', + }, + { + id: 'eng.model.save3d', + label: 'Save 3D Model', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: ['Alt+Shift+S'], mac: ['Option+Shift+S'] }, + whenEnabled: 'CAD data/model paths are available.', + blockedWhen: 'Blocking modal is active.', + conflictRisk: 'low', + menuActionName: 'Save 3D Model', + }, + { + id: 'eng.report.download', + label: 'Download Report', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: ['Alt+Shift+D'], mac: ['Option+Shift+D'] }, + whenEnabled: 'Output exists and report prerequisites are met.', + blockedWhen: 'Blocking modal is active.', + conflictRisk: 'low', + }, + { + id: 'eng.pref.open', + label: 'Design Preferences', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: ['Alt+Shift+P'], mac: ['Option+Shift+P'] }, + whenEnabled: 'Design preferences guard allows opening.', + blockedWhen: 'Blocking modal is active.', + conflictRisk: 'low', + }, + { + id: 'global.theme.toggle', + label: 'Toggle Theme', + scope: SHORTCUT_SCOPE.GLOBAL, + shortcuts: { winLinux: ['Alt+Shift+T'], mac: ['Option+Shift+T'] }, + whenEnabled: 'Theme toggle control is available in current page shell.', + blockedWhen: 'Never.', + conflictRisk: 'low', + }, + // Complete map staging policy + { + id: 'eng.menu.completeMap', + label: 'Menubar Complete Map', + scope: SHORTCUT_SCOPE.ENGINEERING, + shortcuts: { winLinux: [], mac: [] }, + whenEnabled: 'After core shortcut set validation and QA sign-off.', + blockedWhen: 'Before engine hardening and discoverability UX are complete.', + conflictRisk: 'n/a', + }, +]; + +export const SHORTCUT_ACTION_BY_ID = SHORTCUT_ACTIONS.reduce((acc, action) => { + acc[action.id] = action; + return acc; +}, {}); + +export const MENU_ACTION_TO_SHORTCUT_ID = { + 'Create Project': 'eng.project.create', + 'Load Input': 'eng.input.load', + 'Create Design Report': 'eng.report.download', + 'Save 3D Model': 'eng.model.save3d', + 'Zoom In': 'eng.cad.zoomIn', + 'Zoom Out': 'eng.cad.zoomOut', + 'Show front view': 'eng.cad.view.front', + 'Show top view': 'eng.cad.view.top', + 'Show side view': 'eng.cad.view.side', + 'Reset': 'eng.design.reset', + 'Show optimization graph': '', +}; + +export const getShortcutDisplayLabel = ( + actionId, + platform = SHORTCUT_PLATFORM.WIN_LINUX +) => { + const action = SHORTCUT_ACTION_BY_ID[actionId]; + if (!action) return ''; + const keyList = action.shortcuts?.[platform] || []; + return keyList.length ? keyList[0] : ''; +}; + +export const getShortcutCombos = ( + actionId, + platform = SHORTCUT_PLATFORM.WIN_LINUX +) => { + const action = SHORTCUT_ACTION_BY_ID[actionId]; + if (!action) return []; + return action.shortcuts?.[platform] || []; +}; + +export const getMenuShortcutLabel = ( + menuActionName, + platform = SHORTCUT_PLATFORM.WIN_LINUX +) => { + const shortcutId = MENU_ACTION_TO_SHORTCUT_ID[menuActionName]; + if (!shortcutId) return ''; + return getShortcutDisplayLabel(shortcutId, platform); +}; diff --git a/osdagclient/src/context/AppReducer.jsx b/frontend/src/context/AppReducer.jsx similarity index 96% rename from osdagclient/src/context/AppReducer.jsx rename to frontend/src/context/AppReducer.jsx index 14f5d4146..d336fb7db 100644 --- a/osdagclient/src/context/AppReducer.jsx +++ b/frontend/src/context/AppReducer.jsx @@ -1,4 +1,4 @@ -export default (state, action) => { +export default function AppReducer(state, action) { switch (action.type) { case 'GET_MODULES': return { diff --git a/frontend/src/context/AuthContext.jsx b/frontend/src/context/AuthContext.jsx new file mode 100644 index 000000000..0fc28e4fd --- /dev/null +++ b/frontend/src/context/AuthContext.jsx @@ -0,0 +1,41 @@ +/* eslint-disable react-refresh/only-export-components */ +/* eslint-disable react/prop-types */ +import { createContext, useState, useEffect, useContext } from 'react'; +import { onAuthStateChanged, signOut } from 'firebase/auth'; +import { auth } from '../Auth/firebase'; + +const AuthContext = createContext(null); + +export const AuthProvider = ({ children }) => { + const [user, setUser] = useState(null); + const [loading, setLoading] = useState(true); + + useEffect(() => { + const unsubscribe = onAuthStateChanged(auth, (currentUser) => { + setUser(currentUser); + setLoading(false); + }); + return () => unsubscribe(); + }, []); + + const logout = async () => { + try { + await signOut(auth); + } catch (error) { + console.error('Error during logout:', error); + } + window.location.href = '/'; + }; + + return ( + + {children} + + ); +}; + +export const useAuth = () => { + const context = useContext(AuthContext); + if (!context) throw new Error("useAuth must be used within an AuthProvider"); + return context; +}; diff --git a/frontend/src/context/GlobalState.jsx b/frontend/src/context/GlobalState.jsx new file mode 100644 index 000000000..4d2058e31 --- /dev/null +++ b/frontend/src/context/GlobalState.jsx @@ -0,0 +1,87 @@ +/* eslint-disable react/prop-types */ +import { createContext, useReducer, useRef } from 'react'; +import AppReducer from './AppReducer'; + +/* + Author: Sai Charan (Fossee' 23) + This file contains the GlobalState and GlobalProvider components which are used to manage the state of the application. +*/ + +import { fetchCatalogRoot, fetchDesignTypes, fetchSubDesignTypes, fetchLeafDesignType } from '../datasources/catalogDataSource'; + +//initial state +let initialValue = { + data: [], + results: null, + subDesignTypes: null, + leafLevelDesignType: null, + error_message: null, + fetch_cache: '', +} + +//create context +export const GlobalContext = createContext(initialValue); + +//provider component +export const GlobalProvider = ({ children }) => { + const [state, dispatch] = useReducer(AppReducer, initialValue); + const fetchCacheRef = useRef(''); + + //action + const getInitialData = async () => { + try { + const data = await fetchCatalogRoot(); + dispatch({ type: 'GET_MODULES', payload: data }); + } catch (error) { + console.error(error); + } + } + const getDesignTypes = async (conn_type) => { + const URL_KEY = `designTypes:${conn_type}`; + if (fetchCacheRef.current === URL_KEY) return; + fetchCacheRef.current = URL_KEY; + try { + const data = await fetchDesignTypes(conn_type); + dispatch({ type: 'GET_DESIGNTYPES', payload: data }); + } catch (error) { + dispatch({ type: 'SET_ERR_MSG', payload: '' }); + console.error(error); + } + } + + const getSubDesignTypes = async (designType, name) => { + try { + const data = await fetchSubDesignTypes(designType, name); + dispatch({ type: 'GET_SUB_DESIGNTYPES', payload: data }); + } catch (error) { + dispatch({ type: 'SET_ERR_MSG_SUB', payload: '' }); + console.error(error); + } + } + + const getLeafLevelDesignType = async (designType, prev, name) => { + try { + const data = await fetchLeafDesignType(designType, prev, name); + dispatch({ type: 'GET_LEAF_DESIGNTYPES', payload: data }); + } catch (error) { + dispatch({ type: 'SET_ERR_MSG_LEAF', payload: '' }); + console.error(error); + } + } + + return ( + + {children} + + ) +} diff --git a/frontend/src/context/ModuleReducer.jsx b/frontend/src/context/ModuleReducer.jsx new file mode 100644 index 000000000..c376b8969 --- /dev/null +++ b/frontend/src/context/ModuleReducer.jsx @@ -0,0 +1,274 @@ + +/* + ######################################################### + # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # + # Simplified ModuleReducer - Consolidated Actions # + ######################################################### +*/ + +export default function ModuleReducer(state, action) { + switch (action.type) { + // =================================================================== + // CONSOLIDATED DATA ACTIONS - Replace 10+ individual actions + // =================================================================== + case "SET_ALL_MODULE_DATA": { + const { + materialList = [], + boltDiameterList = [], + thicknessList = [], + propertyClassList = [], + boltTypeList = [], + connectivityList = [], + beamList = [], + columnList = [], + angleList = [], + topAngleList = [], + channelList = [], + sectionProfileList = [], + endPlateTypeList = [], + weldTypes = [], + weldFab = [], + coverPlateList = [], + weldSizeList = [], + } = action.payload; + + return { + ...state, + // Core data lists + materialList, + coverPlateList, + boltDiameterList, + thicknessList, + propertyClassList, + boltTypeList, + connectivityList, + + // Structural elements + beamList, + columnList, + + // Module-specific lists + angleList, + topAngleList, + channelList, + sectionProfileList, + endPlateTypeList, + + // Welding data + weldTypes, + weldFab, + weldSizeList, + + // Clear any previous errors + error_msg: "", + }; + } + + // =================================================================== + // DESIGN & CAD ACTIONS - Consolidated and simplified + // =================================================================== + case "SET_DESIGN_DATA_AND_LOGS": + return { + ...state, + designData: action.payload.data || {}, + designLogs: action.payload.logs || [], + error_msg: "", + }; + + case "SET_RENDER_CAD_MODEL_BOOLEAN": + return { + ...state, + renderCadModel: action.payload, + }; + + case "SET_CAD_MODEL_PATHS": + return { + ...state, + cadModelPaths: action.payload || {}, + }; + + case "SET_HOVER_DICT": + return { + ...state, + hoverDict: action.payload || {}, + }; + + // =================================================================== + // REPORT ACTIONS - Consolidated + // =================================================================== + case "SET_REPORT_ID_AND_DISPLAY_PDF": + return { + ...state, + report_id: action.payload, + displayPDF: true, + error_msg: "", + }; + + case "SET_BLOBL_URL": + return { + ...state, + blobUrl: action.payload, + }; + + // =================================================================== + // DESIGN PREFERENCES - Consolidated and simplified + // =================================================================== + case "SAVE_DESIGN_PREF_DATA": + return { + ...state, + designPrefData: action.payload || {}, + error_msg: "", + }; + + case "UPDATE_SECTION_DATA": { + // Consolidated action for both supporting and supported section updates + const { sectionType, materialValue } = action.payload; + const designPrefData = { ...state.designPrefData }; + + const isCustom = materialValue?.includes?.("Cus") || false; + const sectionKey = sectionType === "supporting" ? "supporting_section_results" : "supported_section_results"; + + if (designPrefData[sectionKey] && designPrefData[sectionKey][0]) { + const sectionResults = { ...designPrefData[sectionKey][0] }; + sectionResults.Source = isCustom ? "Custom" : "IS808_Rev"; + sectionResults.Type = isCustom ? "Welded" : "Rolled"; + designPrefData[sectionKey] = [sectionResults]; + } + + return { + ...state, + designPrefData, + error_msg: "", + }; + } + + // =================================================================== + // MATERIAL MANAGEMENT - Consolidated + // =================================================================== + case "SAVE_MATERIAL_DETAILS": { + // Unified action for all material detail saving + const { materialType, materialData } = action.payload; + + switch (materialType) { + case "connector": + return { ...state, conn_material_details: materialData, error_msg: "" }; + case "supported": + return { ...state, supported_material_details: materialData, error_msg: "" }; + case "supporting": + return { ...state, supporting_material_details: materialData, error_msg: "" }; + default: + return state; + } + } + + // =================================================================== + // UTILITY ACTIONS + // =================================================================== + case "RESET_MODULE_STATE": + return { + ...state, + // Reset design-related state completely + designData: {}, + designLogs: [], + renderCadModel: false, + cadModelPaths: {}, + hoverDict: {}, // Clear CAD hover tooltips + displayPDF: false, + report_id: "", + blobUrl: "", + designPrefData: {}, + lastKnownGoodDesignPrefSnapshot: null, + designOutputsInvalidated: false, + conn_material_details: [], + supported_material_details: [], + supporting_material_details: [], + error_msg: "", + // Keep module data lists (they're module-specific, not design-specific) + // These will be refreshed when getModuleData is called for the new module + }; + + case "SET_ERR_MSG": + return { + ...state, + error_msg: action.payload || "", + }; + + case "SET_CURRENT_MODULE_NAME": + return { + ...state, + currentModuleName: action.payload, + error_msg: "", + }; + + /** Atomically apply material detail rows returned by preference sync. */ + case "APPLY_DESIGN_PREF_SYNC_BUNDLE": { + const md = action.payload?.material_details || {}; + const conn = md.connector; + const supd = md.supported; + const supg = md.supporting; + return { + ...state, + ...(Array.isArray(conn) ? { conn_material_details: conn } : {}), + ...(Array.isArray(supd) ? { supported_material_details: supd } : {}), + ...(Array.isArray(supg) ? { supporting_material_details: supg } : {}), + error_msg: "", + }; + } + + /** + * Strict linked-key reseed metadata from dock-driver refresh. + * Keeps material details and last-known snapshot aligned with linked resets. + */ + case "APPLY_STRICT_LINKED_RESEED": { + const md = action.payload?.material_details || {}; + const conn = md.connector; + const supd = md.supported; + const supg = md.supporting; + const snapshot = action.payload?.snapshot ?? null; + const metadata = action.payload?.metadata ?? null; + return { + ...state, + ...(Array.isArray(conn) ? { conn_material_details: conn } : {}), + ...(Array.isArray(supd) ? { supported_material_details: supd } : {}), + ...(Array.isArray(supg) ? { supporting_material_details: supg } : {}), + ...(snapshot ? { lastKnownGoodDesignPrefSnapshot: snapshot } : {}), + lastStrictLinkedReseedMeta: metadata, + error_msg: "", + }; + } + + case "SET_LAST_KNOWN_GOOD_DESIGN_PREF_SNAPSHOT": + return { + ...state, + lastKnownGoodDesignPrefSnapshot: action.payload ?? null, + }; + + /** Invalidate prior design/CAD/report after effective pref change */ + case "INVALIDATE_DESIGN_OUTPUTS": + return { + ...state, + designData: {}, + designLogs: [], + renderCadModel: false, + cadModelPaths: {}, + hoverDict: {}, + displayPDF: false, + report_id: "", + blobUrl: "", + designOutputsInvalidated: true, + error_msg: "", + }; + + case "CLEAR_DESIGN_OUTPUTS_INVALIDATED_FLAG": + return { + ...state, + designOutputsInvalidated: false, + }; + + // Remove unused cookie action + case "SET_COOKIE_FETCH": + return state; // No-op - this action is no longer needed + default: + return state; + } +} diff --git a/frontend/src/context/ModuleState.jsx b/frontend/src/context/ModuleState.jsx new file mode 100644 index 000000000..f99bad7a1 --- /dev/null +++ b/frontend/src/context/ModuleState.jsx @@ -0,0 +1,617 @@ +/* eslint-disable react/prop-types */ +import { createContext, useReducer, useCallback } from "react"; +import ModuleReducer from "./ModuleReducer"; +import { createDesign as apiCreateDesign } from '../modules/shared/api/moduleApi'; +import { + fetchModuleOptions as dsFetchModuleOptions, + createCad as dsCreateCad, + downloadCad as dsDownloadCad, + addCustomMaterial as dsAddCustomMaterial, + fetchDesignPreferences as dsFetchDesignPreferences, +} from "../datasources/modulesDataSource"; + +/* + ######################################################### + # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # + # Simplified ModuleContext - 8 Core Functions Only # + ######################################################### +*/ + +//initial state +let initialValue = { + error_msg: "", + currentModuleName: "", + + // Common fields for all modules + materialList: [], + boltDiameterList: [], + thicknessList: [], + propertyClassList: [], + boltTypeList: [], + + // Structural elements + beamList: [], + columnList: [], + connectivityList: [], + coverPlateList: [], + + // Angle-specific (cleat angle, seated angle) + angleList: [], + topAngleList: [], + + // Tension member specific + sectionProfileList: [], + channelList: [], + + // Welded connection specific + weldTypes: [], + weldFab: [], + weldSizeList: [], + + // End plate specific + endPlateTypeList: [], + + // Session variables removed for multi-module support + designLogs: [], + designData: {}, + renderCadModel: false, + cadModelPaths: {}, //stores cad files path + hoverDict: {}, + displayPDF: false, + report_id: "", + blobUrl: "", + designPrefData: {}, + /** Snapshot used to restore last successful preference sync. */ + lastKnownGoodDesignPrefSnapshot: null, + /** Last strict linked reseed metadata (dock-driver refresh path). */ + lastStrictLinkedReseedMeta: null, + /** Set after pref/CAD-invalidating change; UI may show redesign hint */ + designOutputsInvalidated: false, + conn_material_details: [], + supported_material_details: [], + supporting_material_details: [], + design_pref_defaults: { + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + connector_material: "E 250 (Fe 410 W)A", + material: "E 250 (Fe 410 W)A", + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + weld_fab: "Shop Weld", + weld_material_grade: "410", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + }, +}; + +//create context +export const ModuleContext = createContext(initialValue); + +//provider component +export const ModuleProvider = ({ children }) => { + const [state, dispatch] = useReducer(ModuleReducer, initialValue); + + // =================================================================== + // SIMPLIFIED CONTEXT API - 8 CORE FUNCTIONS ONLY + // =================================================================== + // =================================================================== + // 1. POPULATE - Universal Module Data Fetcher + // =================================================================== + + /** + * Universal function to get all module data in one API call + * Replaces: getConnectivityList, getColumnBeamMaterialList, getBeamMaterialList, + * getBoltDiameterList, getThicknessList, getPropertyClassList, etc. + * @param {string} moduleName - Module identifier (e.g., 'FinPlateConnection') + * @param {Object} options - Optional parameters + * @param {string} options.connectivity - Connection type filter + * @param {Object} options.filters - Additional filters for data + */ + const getModuleData = useCallback(async (moduleName, options = {}) => { + try { + + if (!moduleName) { + dispatch({ type: "SET_ERR_MSG", payload: "Module name is required" }); + return { success: false, error: "Module name is required" }; + } + + // Set current module + dispatch({ type: "SET_CURRENT_MODULE_NAME", payload: moduleName }); + + const { success, data, error } = await dsFetchModuleOptions(moduleName, { + connectivity: options.connectivity, + }); + + if (!success) { + throw new Error(error || "Failed to load module data"); + } + // Dispatch comprehensive data update + dispatch({ type: "SET_ALL_MODULE_DATA", payload: data }); + + return { success: true, data }; + } catch (error) { + dispatch({ type: "SET_ERR_MSG", payload: "Failed to load module data" }); + return { success: false, error: error.message }; + } + }, [dispatch]); + + /** + * Get connectivity-specific data for a module + * @param {string} moduleName - Module identifier + */ + const getConnectivityData = useCallback(async (moduleName) => { + return await getModuleData(moduleName, { connectivity: null }); + }, [getModuleData]); + + /** + * Manage custom materials - add, update, remove, or sync with cache + * Replaces: addCustomMaterialToDB, updateMaterialListFromCaches + * @param {string} action - 'add', 'update' + * @param {Object} data - Material data or parameters + */ + const manageCustomMaterials = useCallback(async (action, data = {}) => { + try { + + switch (action) { + case 'add': { + const { connectivity } = data; + const result = await dsAddCustomMaterial(data); + + // Refresh module data to include the new material + if (connectivity) { + await getModuleData(state.currentModuleName, { connectivity }); + } else { + await getModuleData(state.currentModuleName); + } + + return { success: true, message: "Material added successfully", data: result }; + } + + case 'update': { + const { materialType, materialData } = data; + dispatch({ + type: "SAVE_MATERIAL_DETAILS", + payload: { materialType, materialData: [materialData] }, + }); + return { success: true, message: "Material details updated" }; + } + + default: + return { success: false, error: "Invalid action specified" }; + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [getModuleData, dispatch, state.currentModuleName]); + + // =================================================================== + // 2. CALCULATE - Design Computation + // =================================================================== + + /** + * Create design calculation + * Uses external API function for consistency + */ + const createDesign = useCallback((param, module_id, onCADSuccess = null) => { + return apiCreateDesign(param, module_id, onCADSuccess, dispatch); + }, [dispatch]); + + // =================================================================== + // 3. CAD - 3D Model Generation and Download + // =================================================================== + + /** + * Create 3D CAD model from input data + * @param {Object} inputData - Design input values + * @param {string} moduleId - Module identifier + * @param {Function} onCADSuccess - Success callback function + */ + const createCADModel = useCallback(async (inputData, moduleId, onCADSuccess = null) => { + try { + const { status, data } = await dsCreateCad(moduleId, inputData); + + // Handle "coming soon" status (200 with coming_soon status) + if (status === 200 && data.status === "coming_soon") { + dispatch({ type: "SET_RENDER_CAD_MODEL_BOOLEAN", payload: false }); + // Don't show error alert for "coming soon" + return { success: false, coming_soon: true, message: data.message || "3D model generation is coming soon" }; + } + + if (status < 200 || status >= 300) { + const errMsg = data.message || `CAD generation failed: ${status}`; + throw new Error(errMsg); + } + + if (status === 201 && data.status === "success") { + + // Store CAD data and trigger rendering + dispatch({ type: "SET_CAD_MODEL_PATHS", payload: data.files }); + + if (data.hover_dict) { + dispatch({ type: "SET_HOVER_DICT", payload: data.hover_dict }); + } + dispatch({ type: "SET_RENDER_CAD_MODEL_BOOLEAN", payload: true }); + + // Execute success callback if provided + if (onCADSuccess && typeof onCADSuccess === 'function') { + try { + await onCADSuccess(); + } catch (error) { + if (import.meta.env.DEV) { + console.error('[ModuleState] onCADSuccess callback failed:', error); + } + } + } + + return { success: true, files: data.files }; + } else { + throw new Error(`CAD generation failed: ${data.message || 'Unknown error'}`); + } + } catch (error) { + if (import.meta.env.DEV) { + console.error('[ModuleState] createCADModel ERROR:', error); + } + dispatch({ type: "SET_RENDER_CAD_MODEL_BOOLEAN", payload: false }); + return { success: false, error: error.message }; + } + }, [dispatch]); + + /** + * Download CAD model in specified format + * @param {string} format - File format (e.g., 'step', 'iges', 'stl') + */ + const downloadCADModel = useCallback(async (format) => { + try { + const { success, blob, error } = await dsDownloadCad(format); + if (!success) { + throw new Error(error || "Failed to fetch CAD file"); + } + return { success: true, blob }; + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + // =================================================================== + // 4. REPORTS - Generate and Download Reports + // =================================================================== + + /** + * Convert design output data to CSV format + * Handles nested objects by flattening them with dot notation + * @param {Object} data - Design output data + * @returns {string} CSV formatted string + */ + const convertToCSV = useCallback((data) => { + if (!data || typeof data !== 'object' || Object.keys(data).length === 0) { + return ''; + } + + // Flatten nested objects (e.g., {a: {b: 1}} becomes {"a.b": 1}) + const flattenObject = (obj, prefix = '') => { + const flattened = {}; + for (const key in obj) { + if (Object.prototype.hasOwnProperty.call(obj, key)) { + const newKey = prefix ? `${prefix}.${key}` : key; + const value = obj[key]; + + if (value === null || value === undefined) { + flattened[newKey] = ''; + } else if (typeof value === 'object' && !Array.isArray(value)) { + // Recursively flatten nested objects + Object.assign(flattened, flattenObject(value, newKey)); + } else if (Array.isArray(value)) { + // Convert arrays to comma-separated string + flattened[newKey] = value.map(v => + typeof v === 'object' ? JSON.stringify(v) : String(v) + ).join('; '); + } else { + flattened[newKey] = value; + } + } + } + return flattened; + }; + + const flatData = flattenObject(data); + const keys = Object.keys(flatData); + const values = Object.values(flatData); + + if (keys.length === 0) { + return ''; + } + + // Escape CSV values (handle quotes and commas) + const escapeCSV = (value) => { + const str = String(value); + // If value contains comma, quote, or newline, wrap in quotes and escape internal quotes + if (str.includes(',') || str.includes('"') || str.includes('\n')) { + return `"${str.replace(/"/g, '""')}"`; + } + return str; + }; + + // CSV header row + const header = keys.map(escapeCSV).join(','); + + // CSV data row + const row = values.map(escapeCSV).join(','); + + return [header, row].join('\n'); + }, []); + + /** + * Generate reports (PDF, CSV, etc.) with unified interface + * @param {string} type - Report type ('pdf', 'csv') + * @param {Object} params - Report parameters (for CSV: can pass outputData, otherwise uses state.designData) + */ + const generateReport = useCallback(async (type, params = {}) => { + try { + + switch (type.toLowerCase()) { + case 'pdf': { + return { success: false, error: 'Legacy PDF endpoint removed. Use the in-app report modal (generate-initial ā†’ parse-sections ā†’ customize).' }; + } + + case 'csv': { + // Get output data from params or state + const outputData = params.outputData || state.designData; + + if (!outputData || typeof outputData !== 'object' || Object.keys(outputData).length === 0) { + return { success: false, error: 'No output data available. Please run design calculation first.' }; + } + + // Convert to CSV + const csvContent = convertToCSV(outputData); + + if (!csvContent) { + return { success: false, error: 'Failed to generate CSV. Output data is empty.' }; + } + + // Create blob and trigger download + const blob = new Blob([csvContent], { type: 'text/csv;charset=utf-8;' }); + const url = URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + const timestamp = new Date().toISOString().replace(/[:.]/g, '-').slice(0, -5); + link.download = `design_output_${timestamp}.csv`; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + + return { success: true, message: 'CSV downloaded successfully' }; + } + + case 'design_report': { + return { success: false, error: 'Legacy design-report flow removed. Use the in-app report modal.' }; + } + + default: + throw new Error(`Unsupported report type: ${type}`); + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [state.designData, convertToCSV]); + const syncDesignPrefMaterialsFromBase = ( + baseMaterialGrade, + materialList, + currentDesignPrefInputs + ) => { + if (!baseMaterialGrade || !materialList?.length) return; + + const selectedMaterial = materialList.find( + (mat) => mat.Grade === baseMaterialGrade + ); + + if (!selectedMaterial) return; + + const updatedInputs = { + ...currentDesignPrefInputs, + supporting_material: baseMaterialGrade, + supported_material: baseMaterialGrade, + connector_material: baseMaterialGrade, + }; + + // Dispatch updates + manageDesignPreferences("material_update", { + materialType: "supporting", + materialData: selectedMaterial, + }); + + manageDesignPreferences("material_update", { + materialType: "supported", + materialData: selectedMaterial, + }); + + manageDesignPreferences("material_update", { + materialType: "connector", + materialData: selectedMaterial, + }); + + return updatedInputs; + }; + + // =================================================================== + // 5. DESIGN PREFERENCES - Manage Design Settings + // =================================================================== + + /** + * Manage design preferences and material properties + * @param {string} action - Action type ('get', 'update', 'material_update') + * @param {Object} params - Action parameters + */ + const manageDesignPreferences = useCallback(async (action, params = {}) => { + try { + + switch (action) { + case 'get': { + const { success, data, error } = await dsFetchDesignPreferences(params); + if (!success) { + throw new Error(error || "Failed to fetch design preferences"); + } + dispatch({ type: "SAVE_DESIGN_PREF_DATA", payload: data }); + + return { success: true, data }; + } + + case 'material_update': { + const { materialType, materialData } = params; + + dispatch({ + type: "SAVE_MATERIAL_DETAILS", + payload: { materialType, materialData: [materialData] }, + }); + + return { success: true, message: "Material details updated" }; + } + + case 'section_update': { + const { id, materialValue } = params; + const sectionType = id === 1 ? "supporting" : "supported"; + + dispatch({ + type: "UPDATE_SECTION_DATA", + payload: { sectionType, materialValue }, + }); + + return { success: true, message: "Section data updated" }; + } + + default: + throw new Error(`Unsupported preference action: ${action}`); + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [dispatch]); + + // =================================================================== + // UTILITY FUNCTIONS + // =================================================================== + + /** + * Reset module state to initial values + */ + const resetModuleState = useCallback(() => { + dispatch({ type: "RESET_MODULE_STATE" }); + }, [dispatch]); + + const applyDesignPrefSyncBundle = useCallback((payload) => { + dispatch({ type: "APPLY_DESIGN_PREF_SYNC_BUNDLE", payload }); + }, [dispatch]); + + const setLastKnownGoodDesignPrefSnapshot = useCallback((snapshot) => { + dispatch({ type: "SET_LAST_KNOWN_GOOD_DESIGN_PREF_SNAPSHOT", payload: snapshot }); + }, [dispatch]); + + const applyStrictLinkedReseed = useCallback(({ material_details, metadata, snapshot }) => { + dispatch({ + type: "APPLY_STRICT_LINKED_RESEED", + payload: { material_details, metadata, snapshot }, + }); + }, [dispatch]); + + const invalidateDesignOutputs = useCallback(() => { + dispatch({ type: "INVALIDATE_DESIGN_OUTPUTS" }); + }, [dispatch]); + + // useEffect(() => { + // // Initialize with FinPlate module for backward compatibility + // populateModule(MODULE_KEY_FIN_PLATE, dispatch); + // }, []); + return ( + + {children} + + ); +}; diff --git a/frontend/src/datasources/authDataSource.js b/frontend/src/datasources/authDataSource.js new file mode 100644 index 000000000..78a993621 --- /dev/null +++ b/frontend/src/datasources/authDataSource.js @@ -0,0 +1,14 @@ +import { apiClient } from "../utils/apiClient"; +import { AUTH } from "./endpoints"; + +/** + * Sync a Firebase user to the Django backend using an ID token. + */ +export async function firebaseLoginWithToken(idToken) { + const res = await apiClient(AUTH.firebaseLogin, { + method: "POST", + body: JSON.stringify({ token: idToken }), + }); + return res.json(); +} + diff --git a/frontend/src/datasources/catalogDataSource.js b/frontend/src/datasources/catalogDataSource.js new file mode 100644 index 000000000..bf02494e4 --- /dev/null +++ b/frontend/src/datasources/catalogDataSource.js @@ -0,0 +1,42 @@ +import { apiClient } from "../utils/apiClient"; +import { CATALOG } from "./endpoints"; + +/** + * Fetch top-level catalog (connection types, etc.). + */ +export async function fetchCatalogRoot() { + const res = await apiClient(CATALOG.root, { method: "GET" }); + const json = await res.json(); + return json.result; +} + +/** + * Fetch design types for a given connection type. + */ +export async function fetchDesignTypes(connType) { + const url = CATALOG.designTypes(connType); + const res = await apiClient(url, { method: "GET" }); + const json = await res.json(); + return json.result; +} + +/** + * Fetch sub-design types for a given design type and name. + */ +export async function fetchSubDesignTypes(designType, name) { + const url = CATALOG.subDesignTypes(designType, name); + const res = await apiClient(url, { method: "GET" }); + const json = await res.json(); + return json.result; +} + +/** + * Fetch the leaf level design type details. + */ +export async function fetchLeafDesignType(designType, prev, name) { + const url = CATALOG.leafDesignType(designType, prev, name); + const res = await apiClient(url, { method: "GET" }); + const json = await res.json(); + return json.result; +} + diff --git a/frontend/src/datasources/endpoints.js b/frontend/src/datasources/endpoints.js new file mode 100644 index 000000000..3809b5fb9 --- /dev/null +++ b/frontend/src/datasources/endpoints.js @@ -0,0 +1,116 @@ +// Centralized endpoint path builders for Osdag web backend. +// These are relative to apiBase and consumed by datasources + services. + +export const API_PREFIX = "api/"; + +// ---------------------- +// Projects +// ---------------------- +export const PROJECTS = { + list: `${API_PREFIX}projects/`, // GET + create: `${API_PREFIX}projects/`, // POST + detail: (id) => `${API_PREFIX}projects/${id}/`, // GET/PUT/DELETE +}; + +// ---------------------- +// OSI / input files +// ---------------------- +export const OSI = { + saveFromInputs: `${API_PREFIX}save-osi-from-inputs/`, // POST + openUpload: `${API_PREFIX}open-osi/`, // POST (multipart) + openById: (id) => `${API_PREFIX}open-osi/${id}/`, // GET +}; + +// ---------------------- +// Reports +// ---------------------- +export const REPORTS = { + customize: `${API_PREFIX}report/customize/`, // POST (returns PDF stream) +}; + +// ---------------------- +// Modules (design + CAD) +// ---------------------- +export const MODULES = { + options: (slug) => `${API_PREFIX}modules/${slug}/options/`, // GET + design: (slug) => `${API_PREFIX}modules/${slug}/design/`, // POST + cad: (slug) => `${API_PREFIX}modules/${slug}/cad/`, // POST + reportGenerateInitial: (slug) => + `${API_PREFIX}modules/${slug}/report/generate-initial/`, // POST +}; + +// ---------------------- +// CAD helper +// ---------------------- +export const CAD = { + download: `${API_PREFIX}design/downloadCad/`, // POST + export: `${API_PREFIX}design/exportCad`, // POST (binary attachment) +}; + +// ---------------------- +// Materials & design preferences +// ---------------------- +export const MATERIALS = { + customMaterial: `${API_PREFIX}materialDetails/`, // POST + delete: (id) => `${API_PREFIX}materialDetails/${id}/`, // DELETE +}; + +export const DESIGN_PREFERENCES = { + list: `${API_PREFIX}design-preferences/`, // GET with query + // POST - resolve Additional Inputs defaults from dock context. + defaults: `${API_PREFIX}design-preferences/defaults/`, + // POST - server-resolved design preference sync. + sync: `${API_PREFIX}design-preferences/sync/`, +}; + +// ---------------------- +// User custom sections (catalog-shaped rows; auth for mutations) +// ---------------------- +export const SECTIONS = { + /** GET xlsx ā€” query: table=Columns|Beams|Angles|Channels */ + template: `${API_PREFIX}sections/template/`, + /** GET xlsx ā€” query: table=Columns|Beams|Angles|Channels (full global catalog rows) */ + catalogExport: `${API_PREFIX}sections/catalog-export/`, + /** POST multipart ā€” form: file, table */ + import: `${API_PREFIX}sections/import/`, + /** POST JSON ā€” query: table=ā€¦ */ + customCreate: `${API_PREFIX}sections/custom/`, + /** DELETE ā€” delete all custom rows for current user */ + customDeleteAll: `${API_PREFIX}sections/custom/all/`, + /** GET xlsx ā€” query: table=ā€¦&scope=user */ + export: `${API_PREFIX}sections/export/`, + /** DELETE ā€” query: table=ā€¦&designation=ā€¦ */ + customDelete: `${API_PREFIX}sections/custom/`, +}; + +// ---------------------- +// Auth / Firebase sync +// ---------------------- +export const AUTH = { + firebaseLogin: `${API_PREFIX}auth/firebase-login/`, // POST + deleteAccount: `${API_PREFIX}auth/delete-account/`, // DELETE + exportData: `${API_PREFIX}auth/export-data/`, // GET + myData: `${API_PREFIX}auth/my-data/`, // GET +}; + +// ---------------------- +// Public catalog (no auth) +// ---------------------- +export const CATALOG = { + root: "osdag-web/", // GET + designTypes: (conn) => `osdag-web/${conn}`, + subDesignTypes: (designType, name) => + `osdag-web/${designType}/${name.toLowerCase().replaceAll("_", "-")}`, + leafDesignType: (designType, prev, name) => + `osdag-web/${designType}/${prev + .toLowerCase() + .replaceAll("_", "-")}/${name.toLowerCase().replaceAll("_", "-")}`, +}; + +// ---------------------- +// Company / assets +// ---------------------- +export const COMPANY = { + logo: `${API_PREFIX}company-logo/`, // POST +}; + diff --git a/frontend/src/datasources/modulesDataSource.js b/frontend/src/datasources/modulesDataSource.js new file mode 100644 index 000000000..95006da66 --- /dev/null +++ b/frontend/src/datasources/modulesDataSource.js @@ -0,0 +1,221 @@ +import { apiClient, subscribeToTask } from "../utils/apiClient"; +import { MODULES, CAD, MATERIALS, DESIGN_PREFERENCES } from "./endpoints"; +import { getModuleSlug } from "../constants/apiRoutes"; + +/** + * Fetch module options / lists for a given module key. + */ +export async function fetchModuleOptions(moduleKey, { connectivity } = {}) { + if (!moduleKey) return { success: false, error: "Module name is required" }; + + const slug = getModuleSlug(moduleKey); + let url = MODULES.options(slug); + + const params = new URLSearchParams(); + if (connectivity) params.append("connectivity", connectivity); + const qs = params.toString(); + if (qs) url += `?${qs}`; + + const res = await apiClient(url, { method: "GET" }); + const data = await res.json(); + return { success: true, data }; +} + +/** + * Create design calculation for a module. + */ +export async function createDesign(moduleKey, inputs) { + const slug = getModuleSlug(moduleKey); + const url = MODULES.design(slug); + const res = await apiClient(url, { + method: "POST", + body: JSON.stringify({ inputs }), + }); + + if (res.status === 202) { + const acceptedBody = await res.json(); + const taskId = acceptedBody.task_id; + try { + const taskResult = await subscribeToTask(taskId); + const finalBody = { + ...taskResult, + project_saved: acceptedBody.project_saved, + project_id: acceptedBody.project_id, + project_error: acceptedBody.project_error + }; + return { status: 200, body: finalBody }; + } catch (err) { + return { status: 400, body: { success: false, error: err.message } }; + } + } + + const body = await res.json(); + return { status: res.status, body }; +} + +/** + * Create 3D CAD model for a module. + */ +export async function createCad(moduleKey, inputs) { + const slug = getModuleSlug(moduleKey); + const url = MODULES.cad(slug); + const res = await apiClient(url, { + method: "POST", + body: JSON.stringify({ inputs }), + }); + + if (res.status === 202) { + const acceptedBody = await res.json(); + const taskId = acceptedBody.task_id; + try { + const taskResult = await subscribeToTask(taskId); + const isComingSoon = !taskResult.files || Object.keys(taskResult.files).length === 0; + const finalData = { + status: isComingSoon ? 'coming_soon' : 'success', + files: taskResult.files || {}, + hover_dict: taskResult.hover_dict || {}, + warnings: taskResult.warnings || [], + message: isComingSoon ? '3D model generation is coming soon' : 'CAD models generated successfully' + }; + return { status: isComingSoon ? 200 : 201, data: finalData }; + } catch (err) { + return { status: 500, data: { status: 'error', message: err.message } }; + } + } + + const data = await res.json(); + return { status: res.status, data }; +} + +/** + * Download CAD model in the specified format. + */ +export async function downloadCad(format) { + const res = await apiClient(CAD.download, { + method: "POST", + body: JSON.stringify({ format, section: "Model" }), + }); + const blob = await res.blob(); + return { success: true, blob }; +} + +/** + * Export CAD for requested format by regenerating from input_values. + */ +export async function exportCad(module_id, input_values, format, section = "Model") { + const res = await apiClient(CAD.export, { + method: "POST", + body: JSON.stringify({ + module_id, + section, + format, + input_values, + }), + }); + const blob = await res.blob(); + const disposition = res.headers.get("Content-Disposition"); + return { success: true, blob, disposition }; +} + +/** + * Add a custom material via materialDetails API. + */ +export async function addCustomMaterial(materialData) { + const { grade, inputs } = materialData; + const res = await apiClient(MATERIALS.customMaterial, { + method: "POST", + body: JSON.stringify({ + materialName: grade, + fy_20: parseInt(inputs.fy_20), + fy_20_40: parseInt(inputs.fy_20_40), + fy_40: parseInt(inputs.fy_40), + fu: parseInt(inputs.fu), + }), + }); + const data = await res.json(); + return { success: true, data }; +} + +/** + * Get design preferences for connections. + */ +/** + * Server-resolved design-preference sync. + * @param {object} body - { module_session_name, inputs, operation, design_pref_draft? } + * @param {AbortSignal} [signal] + * @returns {Promise<{ success: boolean, data?: object, error?: string }>} + */ +export async function fetchDesignPrefSync(body, signal) { + try { + const res = await apiClient(DESIGN_PREFERENCES.sync, { + method: "POST", + body: JSON.stringify(body), + signal, + }); + const data = await res.json(); + if (!data.success) { + return { success: false, error: data.error || "Preference sync failed" }; + } + return { + success: true, + data: { + ...data, + resolved_inputs: data.resolved_inputs || {}, + section_details: data.section_details || { supporting: {}, supported: {} }, + }, + }; + } catch (err) { + if (err?.name === "AbortError") { + return { success: false, error: "aborted", aborted: true }; + } + return { success: false, error: err.message || String(err) }; + } +} + +/** + * Resolve Additional Inputs defaults for a module + dock state. + * @param {object} body - { module_session_name, inputs } + * @param {AbortSignal} [signal] + * @returns {Promise<{ success: boolean, data?: object, error?: string }>} + */ +export async function fetchDesignPrefDefaults(body, signal) { + try { + const res = await apiClient(DESIGN_PREFERENCES.defaults, { + method: "POST", + body: JSON.stringify(body), + signal, + }); + const data = await res.json(); + if (!data.success) { + return { success: false, error: data.error || "Preference defaults failed" }; + } + return { + success: true, + data: { + ...data, + default_pref_inputs: data.default_pref_inputs || {}, + section_details: data.section_details || { supporting: {}, supported: {} }, + }, + }; + } catch (err) { + if (err?.name === "AbortError") { + return { success: false, error: "aborted", aborted: true }; + } + return { success: false, error: err.message || String(err) }; + } +} + +export async function fetchDesignPreferences(params = {}) { + let url = DESIGN_PREFERENCES.list; + const { supported_section, supporting_section, connectivity } = params; + const qs = new URLSearchParams(); + if (supported_section) qs.append("supported_section", supported_section); + if (supporting_section) qs.append("supporting_section", supporting_section); + if (connectivity) qs.append("connectivity", connectivity); + const query = qs.toString(); + if (query) url += `?${query}`; + + const res = await apiClient(url, { method: "GET" }); + const data = await res.json(); + return { success: true, data }; +} diff --git a/frontend/src/datasources/osiDataSource.js b/frontend/src/datasources/osiDataSource.js new file mode 100644 index 000000000..df6a60341 --- /dev/null +++ b/frontend/src/datasources/osiDataSource.js @@ -0,0 +1,41 @@ +import { apiClient } from "../utils/apiClient"; +import { OSI } from "./endpoints"; + +/** + * Save OSI file from inputs. + */ +export async function saveOsiFromInputs({ name, moduleId, inputs, inline = false }) { + const res = await apiClient(OSI.saveFromInputs, { + method: "POST", + body: JSON.stringify({ + name, + module_id: moduleId, + inputs, + inline, + }), + }); + const data = await res.json(); + if (data.success) { + return { + success: true, + content_base64: data.content_base64, + filename: data.filename, + is_guest: data.is_guest, + }; + } + return { success: false, error: data.error || "Failed to save OSI file" }; +} + +/** + * Open an uploaded OSI file and return parsed inputs. + */ +export async function openOsiFile(formData) { + const res = await apiClient(OSI.openUpload, { + method: "POST", + body: formData, + }); + const data = await res.json(); + return { ok: res.ok, ...data }; +} + + diff --git a/frontend/src/datasources/projectsDataSource.js b/frontend/src/datasources/projectsDataSource.js new file mode 100644 index 000000000..bb2272619 --- /dev/null +++ b/frontend/src/datasources/projectsDataSource.js @@ -0,0 +1,54 @@ +import { apiClient } from "../utils/apiClient"; +import { PROJECTS } from "./endpoints"; + +/** + * List recent projects for the current authenticated user. + */ +export async function listProjects() { + const res = await apiClient(PROJECTS.list, { method: "GET" }); + return res.json(); +} + +/** + * Create a new project. + * Accepts a payload compatible with the backend ProjectAPI. + */ +export async function createProject(payload) { + const res = await apiClient(PROJECTS.create, { + method: "POST", + body: JSON.stringify(payload), + }); + return res.json(); +} + +/** + * Get a single project by ID. + */ +export async function getProjectById(projectId) { + const res = await apiClient(PROJECTS.detail(projectId), { method: "GET" }); + return res.json(); +} + +/** + * Search projects by query string. + * @param {string} query - Search term + * @returns {Promise<{ success: boolean, projects?: Array }>} + */ +export async function searchProjects(query) { + const res = await apiClient(`${PROJECTS.list}?q=${encodeURIComponent(query)}`, { method: "GET" }); + return res.json(); +} + +/** + * Delete a project by ID. + */ +export async function deleteProject(projectId) { + const res = await apiClient(PROJECTS.detail(projectId), { method: "DELETE" }); + // Some DELETEs may not return JSON; guard accordingly. + try { + return await res.json(); + } catch { + return { success: res.ok }; + } +} + diff --git a/frontend/src/datasources/reportsDataSource.js b/frontend/src/datasources/reportsDataSource.js new file mode 100644 index 000000000..e353b2670 --- /dev/null +++ b/frontend/src/datasources/reportsDataSource.js @@ -0,0 +1,73 @@ +import { apiClient, subscribeToTask } from "../utils/apiClient"; +import { REPORTS, MODULES } from "./endpoints"; +import { getModuleSlug } from "../constants/apiRoutes"; + +/** + * Generate initial report with metadata, module info and inputs. + * + * Uses slug-based module endpoints only: + * POST /api/modules/{module_slug}/report/generate-initial/ + */ +export async function generateInitialReport(moduleKey, reportData) { + const slug = moduleKey ? getModuleSlug(moduleKey) : null; + if (!slug) { + return { + success: false, + error: "Missing or invalid module key for slug-based report endpoint", + }; + } + + const url = MODULES.reportGenerateInitial(slug); + const res = await apiClient(url, { + method: "POST", + body: JSON.stringify(reportData), + }); + + if (res.status === 202) { + const acceptedBody = await res.json(); + const taskId = acceptedBody.task_id; + try { + const taskResult = await subscribeToTask(taskId); + const payload = taskResult.payload || {}; + const statusCode = taskResult.status_code || 200; + + if (statusCode >= 200 && statusCode < 300 && payload.success) { + return { + success: true, + report_id: payload.report_id, + sections: payload.sections, + }; + } + return { success: false, error: payload.error || "Failed to generate report" }; + } catch (err) { + return { success: false, error: err.message }; + } + } + + const result = await res.json(); + if (res.ok && result.success) { + return { + success: true, + report_id: result.report_id, + sections: result.sections, + }; + } + + return { success: false, error: result.error || "Failed to generate report" }; +} + +/** + * Customize report and generate PDF blob. + */ +export async function customizeReport(reportId, selectedSections) { + const res = await apiClient(REPORTS.customize, { + method: "POST", + body: JSON.stringify({ + report_id: reportId, + selected_sections: selectedSections, + }), + }); + const blob = await res.blob(); + return { success: true, blob }; +} + diff --git a/frontend/src/datasources/sectionsDataSource.js b/frontend/src/datasources/sectionsDataSource.js new file mode 100644 index 000000000..8b0820a9f --- /dev/null +++ b/frontend/src/datasources/sectionsDataSource.js @@ -0,0 +1,130 @@ +import { apiClient } from "../utils/apiClient"; +import { SECTIONS } from "./endpoints"; + +/** + * Parse RFC5987 filename* or quoted filename from Content-Disposition. + * @param {string | null} header + * @returns {string | null} + */ +export function parseContentDispositionFilename(header) { + if (!header || typeof header !== "string") return null; + const star = /filename\*\s*=\s*[^']*''([^;]+)|filename\*\s*=\s*UTF-8''([^;]+)/i.exec( + header + ); + if (star) { + const raw = (star[1] || star[2] || "").trim(); + try { + return decodeURIComponent(raw.replace(/"/g, "")); + } catch { + return raw.replace(/"/g, ""); + } + } + const m = /filename\s*=\s*"([^"]+)"|filename\s*=\s*([^;\s]+)/i.exec(header); + if (m) return (m[1] || m[2] || "").trim(); + return null; +} + +export function triggerBrowserDownload(blob, filename) { + const url = URL.createObjectURL(blob); + const a = document.createElement("a"); + a.href = url; + a.download = filename; + document.body.appendChild(a); + a.click(); + a.remove(); + URL.revokeObjectURL(url); +} + +async function fetchBlobWithFilename(url) { + const res = await apiClient(url, { method: "GET" }); + const blob = await res.blob(); + const fromHeader = parseContentDispositionFilename( + res.headers.get("Content-Disposition") + ); + return { blob, filename: fromHeader }; +} + +/** + * @param {string} table - Columns | Beams | Angles | Channels + */ +export async function downloadSectionTemplate(table) { + const url = `${SECTIONS.template}?${new URLSearchParams({ table }).toString()}`; + const { blob, filename } = await fetchBlobWithFilename(url); + triggerBrowserDownload(blob, filename || `${table}_SectionTemplate.xlsx`); + return { success: true }; +} + +/** + * Download full global catalog data for `table`. + * @param {string} table - Columns | Beams | Angles | Channels + */ +export async function downloadSectionCatalog(table) { + const url = `${SECTIONS.catalogExport}?${new URLSearchParams({ table }).toString()}`; + const { blob, filename } = await fetchBlobWithFilename(url); + triggerBrowserDownload(blob, filename || `${table}_Catalog.xlsx`); + return { success: true }; +} + +/** + * Export current user's custom rows for `table` (scope=user). + * @param {string} table + */ +export async function downloadSectionExportUser(table) { + const qs = new URLSearchParams({ table, scope: "user" }).toString(); + const url = `${SECTIONS.export}?${qs}`; + const { blob, filename } = await fetchBlobWithFilename(url); + triggerBrowserDownload(blob, filename || `${table}_MySections.xlsx`); + return { success: true }; +} + +/** + * @param {string} table + * @param {File} file + * @returns {Promise<{ success: true, data: object } | { success: false, error: string }>} + */ +export async function importSectionXlsx(table, file) { + const formData = new FormData(); + formData.append("table", table); + formData.append("file", file); + const res = await apiClient(SECTIONS.import, { + method: "POST", + body: formData, + }); + const data = await res.json(); + return { success: true, data }; +} + +/** + * @param {string} table + * @param {Record} payload - one row (matches API / serializer fields) + */ +export async function addCustomSection(table, payload) { + const url = `${SECTIONS.customCreate}?${new URLSearchParams({ table }).toString()}`; + const res = await apiClient(url, { + method: "POST", + body: JSON.stringify(payload), + }); + const data = await res.json(); + return { success: true, status: res.status, data }; +} + +/** + * @param {string} table + * @param {string} designation + */ +export async function deleteCustomSection(table, designation) { + const qs = new URLSearchParams({ table, designation }).toString(); + const url = `${SECTIONS.customDelete}?${qs}`; + const res = await apiClient(url, { method: "DELETE" }); + return { success: true, status: res.status }; +} + +/** + * Delete all custom sections for current user (all tables). + * @returns {Promise<{success: true, data: {success: boolean, deleted: object, total_deleted: number}}>} + */ +export async function deleteAllCustomSections() { + const res = await apiClient(SECTIONS.customDeleteAll, { method: "DELETE" }); + const data = await res.json(); + return { success: true, status: res.status, data }; +} diff --git a/frontend/src/homepage/components/AboutOsdag.jsx b/frontend/src/homepage/components/AboutOsdag.jsx new file mode 100644 index 000000000..465770fbe --- /dev/null +++ b/frontend/src/homepage/components/AboutOsdag.jsx @@ -0,0 +1,84 @@ +/* eslint-disable react/prop-types */ +import { useState } from "react"; +import osdagLogo from "../../assets/homepage/osdag_logo.png"; + +import { ABOUT_OSDAG_TABS } from "../constants/aboutOsdag/tabs"; + +import AboutTab from "./tabs/AboutTab"; +import ContributorsTab from "./tabs/ContributorsTab"; +import AcknowledgementsTab from "./tabs/AcknowledgementsTab"; +import LicenseTab from "./tabs/LicenseTab"; +import PrivacyTab from "./tabs/PrivacyTab"; +import CaveatsTab from "./tabs/CaveatsTab"; + +export default function AboutOsdag({ onClose }) { + const [activeTab, setActiveTab] = useState(0); + + const renderTab = () => { + switch (activeTab) { + case 0: return ; + case 1: return ; + case 2: return ; + case 3: return ; + case 4: return ; + case 5: return ; + default: return null; + } + }; + + return ( +
+
+ + {/* Header */} +
+ + Osdag Logo + About Osdag + + + +
+ + {/* Tabs */} +
+ {ABOUT_OSDAG_TABS.map((tab, i) => ( + + ))} +
+ + {/* Content */} +
+ {renderTab()} +
+ + {/* Footer */} +
+ +
+ +
+
+ ); +} \ No newline at end of file diff --git a/frontend/src/homepage/components/AskQuestion.jsx b/frontend/src/homepage/components/AskQuestion.jsx new file mode 100644 index 000000000..9f31767fe --- /dev/null +++ b/frontend/src/homepage/components/AskQuestion.jsx @@ -0,0 +1,50 @@ +/* eslint-disable react/prop-types */ +import osdagLogo from '../../assets/homepage/osdag_logo.png'; + +export default function AskQuestion({ onClose }) { + return ( +
+
+ + {/* Header */} +
+
+ Osdag Logo + +

+ Ask Questions +

+
+ + +
+ + {/* Body */} + + +
+
+ ); +} diff --git a/frontend/src/homepage/components/DashboardSectionCard.jsx b/frontend/src/homepage/components/DashboardSectionCard.jsx new file mode 100644 index 000000000..9e93f72c3 --- /dev/null +++ b/frontend/src/homepage/components/DashboardSectionCard.jsx @@ -0,0 +1,20 @@ +/* eslint-disable react/prop-types */ + +const DashboardSectionCard = ({ title, children }) => { + return ( +
+
+

+ {title} +

+
+
+
+ {children} +
+
+
+ ); +}; + +export default DashboardSectionCard; diff --git a/frontend/src/homepage/components/EmailVerificationBanner.jsx b/frontend/src/homepage/components/EmailVerificationBanner.jsx new file mode 100644 index 000000000..e9f3041c6 --- /dev/null +++ b/frontend/src/homepage/components/EmailVerificationBanner.jsx @@ -0,0 +1,143 @@ +/* eslint-disable react/prop-types */ +import { Alert, Button, Space } from 'antd'; +import { MailOutlined, CloseCircleOutlined } from '@ant-design/icons'; +import { useState, useEffect } from 'react'; +import { resendEmailVerification } from '../../utils/firebaseAuth'; + +/** + * Email Verification Banner Component + * Shows persistent banner for unverified users with restrictions message + */ +export const EmailVerificationBanner = ({ user, onVerified }) => { + const [isResending, setIsResending] = useState(false); + const [resendCooldown, setResendCooldown] = useState(0); + const [emailVerified, setEmailVerified] = useState(user?.emailVerified || false); + + // Cooldown timer + useEffect(() => { + if (resendCooldown > 0) { + const timer = setTimeout(() => { + setResendCooldown(resendCooldown - 1); + }, 1000); + return () => clearTimeout(timer); + } + }, [resendCooldown]); + + // Check verification status when window regains focus + // Firebase doesn't automatically push verification status, so we need to reload + useEffect(() => { + const handleFocus = async () => { + if (user && !user.emailVerified) { + try { + await user.reload(); + const verified = user.emailVerified; + setEmailVerified(verified); + + if (verified && onVerified) { + onVerified(); + // Reload page to update entire app state + window.location.reload(); + } + } catch (error) { + console.error('Error reloading user:', error); + } + } + }; + + window.addEventListener('focus', handleFocus); + return () => window.removeEventListener('focus', handleFocus); + }, [user, onVerified]); + + // Periodic check for verification status (every 5 seconds) + useEffect(() => { + if (!user || emailVerified) return; + + const checkVerification = async () => { + try { + await user.reload(); + const verified = user.emailVerified; + setEmailVerified(verified); + + if (verified && onVerified) { + onVerified(); + window.location.reload(); + } + } catch (error) { + console.error('Error checking verification status:', error); + } + }; + + // Check immediately + checkVerification(); + + // Check every 5 seconds + const interval = setInterval(checkVerification, 5000); + return () => clearInterval(interval); + }, [user, emailVerified, onVerified]); + + // Update state when user changes + useEffect(() => { + setEmailVerified(user?.emailVerified || false); + }, [user]); + + const handleResendVerification = async () => { + if (!user || resendCooldown > 0) return; + + setIsResending(true); + try { + await resendEmailVerification(user); + // Localized success messaging handled via parent if needed + setResendCooldown(60); // 60 second cooldown + } catch (error) { + // Parent or global handler can show error message + console.error('Error resending verification email:', error); + } finally { + setIsResending(false); + } + }; + + if (!user || !user.email || emailVerified) { + return null; + } + + return ( + + + + Email Not Verified + +
+ You cannot create or save projects until you verify your email. + Please check your inbox and click the verification link. +
+ + } + type="warning" + showIcon={false} + action={ + + } + closable={false} + style={{ + marginBottom: 16, + borderRadius: 6 + }} + /> + ); +}; + diff --git a/frontend/src/homepage/components/Footer.jsx b/frontend/src/homepage/components/Footer.jsx new file mode 100644 index 000000000..53260c57b --- /dev/null +++ b/frontend/src/homepage/components/Footer.jsx @@ -0,0 +1,30 @@ +import fosseeLogo from '../../assets/homepage/fossee_logo.png'; +import governmentLogo from '../../assets/homepage/mos_logo.png'; +import constructsteelLogo from '../../assets/homepage/constructsteel_logo.png'; + +const Footer = () => { + return ( +
+
+
+ {/* FOSSEE Logo */} +
+ fossee-logo +
+ + {/* Government Logo */} +
+ government-logo +
+ + {/* ConstructSteel Logo */} +
+ constructsteel-logo +
+
+
+
+ ); +}; + +export default Footer; \ No newline at end of file diff --git a/frontend/src/homepage/components/Header.jsx b/frontend/src/homepage/components/Header.jsx new file mode 100644 index 000000000..2148df5fe --- /dev/null +++ b/frontend/src/homepage/components/Header.jsx @@ -0,0 +1,1299 @@ +/* eslint-disable react/prop-types */ +import { useRef, useState, useEffect } from 'react'; +import { useNavigate } from 'react-router-dom'; +import { MODULE_ROUTES, MODULE_NAME_TO_KEY, CONNECTIONS_TAB_CONTENT, GENERIC_SUBMODULE_CONTENT } from '../../constants/modules'; +import { isGuestUser } from '../../utils/auth'; +import { useAuth } from '../../context/AuthContext'; +import { searchProjects } from '../../datasources/projectsDataSource'; +import { downloadSectionCatalog, importSectionXlsx } from '../../datasources/sectionsDataSource'; +import { apiClient } from '../../utils/apiClient'; +import { AUTH } from '../../datasources/endpoints'; +import ProjectActionButtons from './ProjectActionButtons'; +import dayButton from '../../assets/homepage/day_button.svg'; +import infoDefault from '../../assets/homepage/info_default.svg'; +import infoHover from '../../assets/homepage/info_hover.svg'; +import loadDefault from '../../assets/homepage/load_default.svg' +import loadHover from '../../assets/homepage/load_hover.svg'; +import nightButton from '../../assets/homepage/night_button.svg'; +import pluginDefault from '../../assets/homepage/plugin_default.svg'; +import pluginHover from '../../assets/homepage/plugin_hover.svg'; +import resourcesDefault from '../../assets/homepage/resources_default.svg'; +import resourcesHover from '../../assets/homepage/resources_hover.svg'; +import AboutOsdag from "./AboutOsdag"; +import AskQuestion from "./AskQuestion"; +import { useShortcutLayer } from '../../utils/shortcuts/ShortcutProvider'; +import { SHORTCUT_ACTION_BY_ID } from '../../constants/shortcuts'; +import XlsxImportTrigger from '../../modules/shared/components/XlsxImportTrigger'; + +const Header = ({ setshowSideBar, active }) => { + const [isDark, setIsDark] = useState(false); + const [isSearchFocused, setIsSearchFocused] = useState(false); + const [searchQuery, setSearchQuery] = useState(''); + const [showResourcesDropdown, setShowResourcesDropdown] = useState(false); + const [showAboutDropdown, setShowAboutDropdown] = useState(false); + const [showProfileDropdown, setShowProfileDropdown] = useState(false); + const fileInputRef = useRef(null); + const xlsxInputRef = useRef(null); + const navigate = useNavigate(); + const { logout, user: firebaseUser } = useAuth(); + const [activeSubmenu, setActiveSubmenu] = useState(null); + const [showAbout, setShowAbout] = useState(false); + const [showAskQuestion, setShowAskQuestion] = useState(false); + const [showPluginsTooltip, setShowPluginsTooltip] = useState(false); + const [showThemeTooltip, setShowThemeTooltip] = useState(false); + const [showDeleteModal, setShowDeleteModal] = useState(false); + const [deleteConfirmText, setDeleteConfirmText] = useState(''); + const [deleteError, setDeleteError] = useState(''); + const [isDeleting, setIsDeleting] = useState(false); + + useEffect(() => { + if (!showPluginsTooltip) return; + const id = window.setTimeout(() => setShowPluginsTooltip(false), 2000); + return () => window.clearTimeout(id); + }, [showPluginsTooltip]); + + useEffect(() => { + if (!showThemeTooltip) return; + const id = window.setTimeout(() => setShowThemeTooltip(false), 2000); + return () => window.clearTimeout(id); + }, [showThemeTooltip]); + + // Check if user is a guest + const isGuest = isGuestUser(); + + // Get user display name and email + const userDisplayName = firebaseUser?.displayName || firebaseUser?.email?.split('@')[0] || ''; + const userEmail = firebaseUser?.email || ''; + // Get initial: from displayName, or email first letter, or 'G' for guest + const userInitial = userDisplayName + ? userDisplayName[0].toUpperCase() + : (isGuest ? 'G' : (userEmail ? userEmail[0].toUpperCase() : 'U')); + + const toggleTheme = () => { + setIsDark(!isDark); + document.documentElement.classList.toggle('dark'); + }; + + // Handle logout + const handleLogout = async () => { + await logout(); + }; + + // Handle login navigation + const handleLogin = () => { + navigate('/'); + }; + + // Handle GDPR data export + const handleExportData = async () => { + try { + const response = await apiClient(AUTH.exportData, { method: "GET" }); + const blob = await response.blob(); + const url = window.URL.createObjectURL(blob); + const a = document.createElement('a'); + a.href = url; + const userEmailStr = firebaseUser?.email || 'user'; + a.download = `osdag_user_data_${userEmailStr.split('@')[0]}.json`; + document.body.appendChild(a); + a.click(); + window.URL.revokeObjectURL(url); + document.body.removeChild(a); + } catch (err) { + console.error("Failed to export data:", err); + alert("Failed to export user data. Please try again."); + } + }; + + // Handle GDPR account soft-deletion + const handleDeleteAccount = async () => { + const userEmailStr = firebaseUser?.email || ''; + if (deleteConfirmText.trim() !== userEmailStr) { + setDeleteError(`Please type your exact email address: ${userEmailStr}`); + return; + } + + setIsDeleting(true); + setDeleteError(''); + try { + const response = await apiClient(AUTH.deleteAccount, { method: "DELETE" }); + const result = await response.json(); + if (result.success) { + setShowDeleteModal(false); + setDeleteConfirmText(''); + await logout(); + } else { + setDeleteError(result.error || "Failed to request account deletion"); + } + } catch (err) { + console.error("Failed to delete account:", err); + setDeleteError(err.message || "An unexpected error occurred during account deletion."); + } finally { + setIsDeleting(false); + } + }; + + const [projects, setProjects] = useState([]); + const [modulesList, setModulesList] = useState([]); + + useEffect(() => { + const dynamicModules = []; + const extractModules = (contentObj, categoryName) => { + Object.entries(contentObj).forEach(([, sections]) => { + sections.forEach(section => { + section.options.forEach(opt => { + dynamicModules.push({ + name: section.label || categoryName, + type: opt.label, + routeKey: opt.key, + date: '' + }); + }); + }); + }); + }; + extractModules(CONNECTIONS_TAB_CONTENT, 'Connection'); + extractModules(GENERIC_SUBMODULE_CONTENT, 'Generic Member'); + setModulesList(dynamicModules); + }, []); + + useEffect(() => { + if (isGuest || !searchQuery.trim()) { + setProjects([]); + return; + } + + const fetchProjects = async () => { + try { + const data = await searchProjects(searchQuery); + if (data.success) { + const formatted = data.projects.map(p => { + const moduleName = p.submodule || p.module; + let routeKey = moduleName; + if (!MODULE_ROUTES[routeKey]) { + routeKey = MODULE_NAME_TO_KEY[moduleName] || moduleName; + } + return { + id: p.id, + name: p.name, + type: p.module || p.submodule || 'Project', + submodule: p.submodule || p.module, + module_id: p.submodule || p.module, + routeKey: routeKey, + date: new Date(p.updated_at).toLocaleDateString() + }; + }); + setProjects(formatted); + } + } catch (error) { + console.error("Failed to search projects:", error); + } + }; + + const timeoutId = setTimeout(fetchProjects, 300); + return () => clearTimeout(timeoutId); + }, [searchQuery, isGuest]); + + // Filter search results + const getSearchResults = () => { + if (!searchQuery.trim()) return { modules: [], projects: [] }; + + const query = searchQuery.toLowerCase(); + const filteredModules = modulesList.filter(item => + item.name.toLowerCase().includes(query) || + item.type.toLowerCase().includes(query) + ); + + + return { modules: filteredModules, projects: projects }; + }; + + useShortcutLayer({ + id: 'header-global-shortcuts', + priority: 10, + enabled: true, + bindings: [ + { + combos: SHORTCUT_ACTION_BY_ID['global.search.focus']?.shortcuts, + when: () => !active, + handler: () => { + const searchInput = document.getElementById('search-input'); + if (!searchInput) return; + searchInput.focus(); + setIsSearchFocused(true); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID['global.dismiss']?.shortcuts, + when: () => isSearchFocused, + handler: () => { + setIsSearchFocused(false); + setSearchQuery(''); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID['global.theme.toggle']?.shortcuts, + handler: () => { + toggleTheme(); + }, + }, + ], + }); + + // Close search when clicking outside + useEffect(() => { + const handleClickOutside = (e) => { + if (!e.target.closest('.search-container')) { + setIsSearchFocused(false); + } + if (!e.target.closest('.resources-dropdown')) { + setShowResourcesDropdown(false); + } + if (!e.target.closest('.about-dropdown')) { + setShowAboutDropdown(false); + } + if (!e.target.closest('.profile-dropdown')) { + setShowProfileDropdown(false); + } + }; + + document.addEventListener('click', handleClickOutside); + return () => document.removeEventListener('click', handleClickOutside); + }, []); + + const searchResults = getSearchResults(); + + const fileMap = { + Column: "Columns", + Beam: "Beams", + Channel: "Channels", + Angle: "Angles", + SHS: "SHS", + RHS: "RHS", + CHS: "CHS", + "Download xlsx": "Beams" // Default template + }; + + const handleDownload = async (item) => { + const tableName = fileMap[item]; + if (!tableName) { + console.error('Unknown table:', item); + return; + } + + try { + await downloadSectionCatalog(tableName); + } catch (error) { + console.error('Download error:', error); + alert('Failed to download file. Please try again.'); + } + }; + + const handleXlsxImport = async (file, tableName) => { + if (!file) return; + + try { + const result = await importSectionXlsx(tableName, file); + + if (result.success) { + alert(`Import successful!\nInserted: ${result.data?.inserted || 0}\nIgnored: ${result.data?.ignored?.length || 0}\nRejected: ${result.data?.rejected?.length || 0}`); + } else { + alert(`Import failed: ${result.error || 'Unknown error'}`); + } + } catch (error) { + console.error('Import error:', error); + alert('Failed to import file. Please try again.'); + } + }; + + return ( +
+ {/* Hidden file input for OSI import */} + { + try { + const file = e.target.files && e.target.files[0]; + if (!file) return; + + const formData = new FormData(); + formData.append("file", file); + + const res = await fetch("/api/open-osi/", { + method: "POST", + body: formData, + }); + const data = await res.json(); + + if (!res.ok || !data.success) { + alert(data.error || "Failed to import OSI file."); + e.target.value = ''; + return; + } + + const moduleField = data.module_id || data.submodule; + console.log("Parsed backend response:", data); + console.log("Detected Module Field:", moduleField); + + if (!moduleField || typeof moduleField !== 'string') { + alert('Unsupported or invalid OSI file: Module not found.'); + e.target.value = ''; + return; + } + const normalizedModule = moduleField.trim(); + // Resolve moduleKey and route + let moduleKey = null; + let route = MODULE_ROUTES[normalizedModule] || null; + if (route) { + moduleKey = normalizedModule; + } else { + moduleKey = MODULE_NAME_TO_KEY[normalizedModule] || null; + route = moduleKey ? MODULE_ROUTES[moduleKey] : null; + } + if (!route) { + alert(`Unsupported module in OSI: ${normalizedModule}`); + e.target.value = ''; + return; + } + // Store raw inputs for Phase 2 prefill + try { + if (moduleKey) { + sessionStorage.setItem(`prefill:${moduleKey}`, JSON.stringify(data.inputs)); + } + } catch (_) { /* ignore */ } + navigate(route); + } catch (err) { + console.error('Failed to import OSI:', err); + alert('Failed to import OSI. Please ensure the file is valid.'); + } finally { + if (e?.target) e.target.value = ''; + } + }} + /> + {/* Hidden file input for XLSX import */} + { + const file = e.target.files && e.target.files[0]; + if (file) { + // For now, default to Beams table. In future, could show a dialog to select table + await handleXlsxImport(file, 'Beams'); + } + if (e?.target) e.target.value = ''; + }} + /> + {/* Main Header */} +
+
+ {/* Hamburger Menu Icon (Mobile/Tablet Only) */} +
+ +
+ + {/* Logo and Branding */} +
+
+ {/* Osdag Label - Light mode */} + Osdag Logo + {/* Osdag Label - Dark mode */} + Osdag Logo + {/* Osdag Tagline - Light mode */} + Osdag Tagline + {/* Osdag Tagline - Dark mode */} + Osdag Tagline + +
+ {/* Icons (Mobile/Tablet: below logo, Desktop: right side) */} +
+ {/* Info Button */} +
+ + {(showAboutDropdown || false) && ( +
+
+ + +
+
+ )} +
+ {/* Settings Button */} +
+ + {showPluginsTooltip && ( +
+ Under Development +
+ )} +
+ {/* Resources Button */} +
+ + {(showResourcesDropdown || false) && ( +
+
+
+ Design Examples +
+ + {/* Databases IS 808:2021 */} +
+ + {activeSubmenu === "database" && ( +
+ {["Column", "Beam", "Channel", "Angle"].map(item => ( + + ))} +
+ )} +
+ + {/* Databases IS 4923:2017 */} +
+ + {activeSubmenu === "is4923" && ( +
+ {["SHS", "RHS"].map(item => ( + + ))} +
+ )} +
+ + {/* Databases IS 1161:2014 */} +
+ + {activeSubmenu === "is1161" && ( +
+ {["CHS"].map(item => ( + + ))} +
+ )} +
+ + {/* Custom Database */} +
+ + {activeSubmenu === "customdb" && ( +
+ + + {({ trigger }) => ( + + )} + +
+ )} +
+
+
+ )} +
+ {/* Documents Button */} +
+ +
+ {/* Theme Toggle Button - Mobile */} +
{ + setShowThemeTooltip(true); + }} + > + + {showThemeTooltip && ( +
+ Under Development +
+ )} +
+ {/* Profile Icon - Mobile */} +
+ + {/* Dropdown */} + {(showProfileDropdown || false) && ( +
+ {isGuest ? ( + <> +
+

+ Guest User +

+

+ Continue as guest or log in +

+
+
+ +
+ + ) : ( + <> +
+

+ {userDisplayName || userEmail.split('@')[0]} +

+

+ {userEmail} +

+
+
+ + + +
+ + )} +
+ )} +
+
+
+ + {/* Desktop Icons */} +
+
+ + {(showAboutDropdown || false) && ( +
+
+ + +
+
+ )} +
+ + {/* Resources Button with Dropdown */} +
+ + {(showResourcesDropdown || false) && ( +
+
+
    + +
  • setActiveSubmenu(null)} + > + Design Examples +
    • +
  • setActiveSubmenu("database")} + onMouseLeave={() => setActiveSubmenu(null)} + > +
    + Databases (IS 808:2021) + ā€ŗ +
    + + {/* Submenu */} + {activeSubmenu === "database" && ( +
    + {["Column", "Beam", "Channel", "Angle"].map(item => ( +
    handleDownload(item)} + className="px-4 py-2 hover:bg-osdag-green hover:text-white cursor-pointer whitespace-nowrap text-left" + > + {item} +
    + ))} +
    + )} +
    • +
  • setActiveSubmenu("is4923")} + onMouseLeave={() => setActiveSubmenu(null)} + > +
    + Databases (IS 4923:2017) + ā€ŗ +
    + + {/* Submenu */} + {activeSubmenu === "is4923" && ( +
    + {["SHS", "RHS"].map(item => ( +
    handleDownload(item)} + className="px-4 py-2 hover:bg-osdag-green hover:text-white cursor-pointer whitespace-nowrap text-center flex items-center justify-center" + > + {item} +
    + ))} +
    + )} +
    • +
  • setActiveSubmenu("is1161")} + onMouseLeave={() => setActiveSubmenu(null)} + > +
    + Databases (IS 1161:2014) + ā€ŗ +
    + + {/* Submenu */} + {activeSubmenu === "is1161" && ( +
    + {["CHS"].map(item => ( +
    handleDownload(item)} + className="px-4 py-2 hover:bg-osdag-green hover:text-white cursor-pointer whitespace-nowrap text-center flex items-center justify-center" + > + {item} +
    + ))} +
    + )} +
    • +
  • setActiveSubmenu("customdb")} + onMouseLeave={() => setActiveSubmenu(null)} + > +
    + Custom Database + ā€ŗ +
    + + {/* Submenu */} + {activeSubmenu === "customdb" && ( +
    +
    handleDownload("Download xlsx")} className="px-4 py-2 hover:bg-osdag-green hover:text-white cursor-pointer whitespace-nowrap text-center flex items-center justify-center"> + Download xlsx +
    + + {({ trigger }) => ( +
    + Import xlsx +
    + )} +     +
    + )} +
    • +
+
+
+ )} +
+ {/* Settings Button */} +
+ +
+ Under Development +
+
+ {/* Documents Button */} +
+ +
+ {/* Theme Toggle Button */} +
+ +
+ Under Development +
+
+
+ {/* user details, logout */} +
+ {/* Avatar Button */} +
+ +
+ + + {/* Dropdown */} + {(showProfileDropdown || false) && ( +
+ {isGuest ? ( + <> +
+

+ Guest User +

+

+ Continue as guest or log in +

+
+
+ +
+ + ) : ( + <> +
+

+ {userDisplayName || userEmail.split('@')[0]} +

+

+ {userEmail} +

+
+
+ + + +
+ + )} +
+ )} +
+ + {/* Dummy Spacer for Mobile Centering */} + +
+ {/* Search Section */} + {!active &&
+
+
+
+
+ Ctrl + + + K +
+
+ setSearchQuery(e.target.value)} + placeholder="Search modules or projects..." + className={`w-full pl-6 md:pl-24 pr-20 py-4 bg-gray-50 dark:bg-gray-800 border border-osdag-border dark:border-gray-700 rounded-2xl focus:outline-none focus:ring-2 focus:ring-osdag-green focus:border-transparent text-osdag-text-primary dark:text-white placeholder-osdag-text-muted text-base shadow-search transition-all ${isSearchFocused ? 'ring-2 ring-osdag-green' : '' + }`} + onFocus={() => { + setIsSearchFocused(true); + }} + onBlur={(e) => { + // Don't blur if clicking within the search results + if (!e.currentTarget.closest('.search-container').contains(e.relatedTarget)) { + setTimeout(() => setIsSearchFocused(false), 100); + } + }} + /> +
+ + +
+ + {/* Search Results Modal */} + {isSearchFocused && ( +
+ {searchQuery.trim() ? ( + <> + {/* Modules Section */} + {searchResults.modules.length > 0 && ( +
+

Modules

+
+ {searchResults.modules.map((item, index) => ( +
{ + const route = MODULE_ROUTES[item.routeKey]; + if (route) { + navigate(route); + setIsSearchFocused(false); + setSearchQuery(''); + } + }} + className="p-3 hover:bg-osdag-green/5 rounded-xl cursor-pointer transition-colors group"> +
+
+
+ L +
+
+
+ {item.name} +
+
+ {item.type} +
+
+
+ {item.date} +
+
+ ))} +
+
+ )} + + {/* Projects Section */} + {searchResults.projects.length > 0 && ( +
+

Projects

+
+ {searchResults.projects.map((item, index) => ( +
+
+
+
+ L +
+
+
+ {item.name} +
+
+ {item.type} +
+
+
+ {item.date} +
+
+ { setIsSearchFocused(false); setSearchQuery(''); }} + /> +
+
+ ))} +
+
+ )} + + {/* No Results */} + {searchResults.modules.length === 0 && searchResults.projects.length === 0 && ( +
+
+ No results found for "{searchQuery}" +
+
+ )} + + ) : ( +
+
+ Start typing to search modules and projects... +
+
+ )} +
+ )} +
+
+
} + {showAbout && ( + setShowAbout(false)} /> + )} + {showAskQuestion && ( + setShowAskQuestion(false)} /> + )} + + {showDeleteModal && ( +
+
+

Confirm Permanent Account Deletion

+ +

+ You are requesting to delete your Osdag account and all associated data. + Your account will be disabled immediately, and you will be logged out. +

+ +
+ Grace Period Notice: We will securely retain your projects and configurations + for 7 days. You can restore your account within this window simply by logging + back in. After 7 days, your account and all data will be permanently and irreversibly deleted. +
+ +
+ + setDeleteConfirmText(e.target.value)} + className="w-full p-2.5 border rounded focus:outline-none focus:ring-2 focus:ring-red-500 text-sm dark:bg-gray-800 dark:border-gray-700 text-black dark:text-white" + /> + {deleteError && ( +

{deleteError}

+ )} +
+ +
+ + +
+
+
+ )} +
+ ); +}; + +export default Header; diff --git a/frontend/src/homepage/components/MainContent.jsx b/frontend/src/homepage/components/MainContent.jsx new file mode 100644 index 000000000..266e349bd --- /dev/null +++ b/frontend/src/homepage/components/MainContent.jsx @@ -0,0 +1,89 @@ +import { useEffect, useState } from 'react'; +import DashboardSectionCard from './DashboardSectionCard'; +import ProjectsListCard from './ProjectsListCard'; +import ModulesListCard from './ModulesListCard'; +import { isGuestUser } from '../../utils/auth'; +import { getModuleDisplayName } from '../../constants/moduleNames'; +import { listProjects, deleteProject as deleteProjectApi } from "../../datasources/projectsDataSource"; + +const MainContent = () => { + const isGuest = isGuestUser(); + const [projects, setProjects] = useState([]); + const [loading, setLoading] = useState(true); + + useEffect(() => { + if (isGuest) { + setLoading(false); + return; + } + fetchRecentProjects(); + }, [isGuest]); + + const fetchRecentProjects = async () => { + setLoading(true); + try { + const data = await listProjects(); + if (data.success && Array.isArray(data.projects)) { + setProjects(data.projects); + } + } catch (e) { + // swallow; UI will just show empty state + } finally { + setLoading(false); + } + }; + + // Add a handler to delete a project and refresh the list + const handleDeleteProject = async (projectId) => { + try { + await deleteProjectApi(projectId); + fetchRecentProjects(); + } catch (e) { + // ignore; ProjectsListCard will show its own error if needed + } + }; + + // Filter to most recent project per unique submodule + const uniqueModulesMap = {}; + projects.forEach((project) => { + if ( + !uniqueModulesMap[project.submodule] || + new Date(project.updated_at || project.created_at) > new Date(uniqueModulesMap[project.submodule].updated_at || uniqueModulesMap[project.submodule].created_at) + ) { + uniqueModulesMap[project.submodule] = project; + } + }); + const recentModules = Object.values(uniqueModulesMap).map(project => ({ + name: getModuleDisplayName(project.submodule), + description: project.name, + date: project.updated_at ? new Date(project.updated_at).toLocaleDateString() : '', + submodule: project.submodule, + project_id: project.id, + })); + + return ( +
+
+
+ {/* Recent Projects */} +
+ + + +
+ + {/* Recently used Modules */} + {isGuest ? null : ( +
+ + + +
+ )} +
+
+
+ ); +}; + +export default MainContent; diff --git a/frontend/src/homepage/components/ModulesCardLayout.jsx b/frontend/src/homepage/components/ModulesCardLayout.jsx new file mode 100644 index 000000000..2b9140226 --- /dev/null +++ b/frontend/src/homepage/components/ModulesCardLayout.jsx @@ -0,0 +1,203 @@ +import { useState, useEffect, useRef, useMemo } from "react"; +import { useNavigate } from "react-router-dom"; +import { + MODULE_SUBMODULES, + CONNECTIONS_TAB_CONTENT, + GENERIC_SUBMODULE_CONTENT, + MODULE_ROUTES, +} from "../../constants/modules"; + +import SectionCards from "./SectionCards"; +import { toast } from "react-toastify"; + +const TabbedModulePage = () => { + const moduleName = window.location.pathname.split("/")[1] || ""; + const navigate = useNavigate(); + + const submodules = useMemo(() => MODULE_SUBMODULES[moduleName] || [], [moduleName]); + const [activeSubmodule, setActiveSubmodule] = useState(submodules[0]?.key); + const [activeSubSubmodule, setActiveSubSubmodule] = useState(""); + const submoduleTabRefs = useRef({}); + + // Update activeSubmodule when moduleName or submodules change + useEffect(() => { + setActiveSubmodule(submodules[0]?.key); + }, [moduleName, submodules]); + + // Derive content based on activeSubmodule + const content = useMemo(() => { + return moduleName === "Connections" + ? CONNECTIONS_TAB_CONTENT[activeSubmodule] || [] + : GENERIC_SUBMODULE_CONTENT[activeSubmodule] || []; + }, [moduleName, activeSubmodule]); + + // Sync activeSubSubmodule to first section label when activeSubmodule or content changes + useEffect(() => { + const firstLabel = content[0]?.label || ""; + setActiveSubSubmodule(firstLabel); + }, [activeSubmodule, content]); + + const handleModuleClick = (optionKey) => { + const route = MODULE_ROUTES[optionKey] || ""; + + if (route) { + navigate(route); + } else { + let optionLabel = ""; + const allContents = [ + ...Object.values(CONNECTIONS_TAB_CONTENT).flat(), + ...Object.values(GENERIC_SUBMODULE_CONTENT).flat(), + ]; + for (const section of allContents) { + const option = section.options?.find((o) => o.key === optionKey); + if (option) { + optionLabel = option.label; + break; + } + } + const labelToShow = optionLabel || optionKey; + toast.info(`${labelToShow} module is under development.`); + } + }; + + const toDomId = (value) => + String(value || "default") + .toLowerCase() + .replace(/[^a-z0-9_-]+/g, "-"); + + const isEditableTarget = (target) => { + if (!target) return false; + const tag = target.tagName?.toLowerCase(); + return ( + tag === "input" || + tag === "textarea" || + tag === "select" || + target.isContentEditable + ); + }; + + const handleSubmoduleKeyDown = (event, index) => { + if (!submodules.length) return; + const isPrev = event.key === "ArrowLeft" || event.key === "ArrowUp"; + const isNext = event.key === "ArrowRight" || event.key === "ArrowDown"; + if (!isPrev && !isNext) return; + + const delta = isNext ? 1 : -1; + const nextIndex = index + delta; + if (nextIndex < 0 || nextIndex >= submodules.length) return; + event.preventDefault(); + const next = submodules[nextIndex]; + if (!next) return; + + setActiveSubmodule(next.key); + requestAnimationFrame(() => { + submoduleTabRefs.current[next.key]?.focus(); + }); + }; + + + + const handleWrapperKeyDown = (event) => { + if (isEditableTarget(event.target)) return; + const isPrev = event.key === "[" || event.code === "BracketLeft"; + const isNext = event.key === "]" || event.code === "BracketRight"; + if (!isPrev && !isNext) return; + const delta = isNext ? 1 : -1; + if (!submodules.length) return; + const currentSubmoduleIndex = submodules.findIndex(({ key }) => key === activeSubmodule); + const fallbackSubmoduleIndex = currentSubmoduleIndex === -1 ? 0 : currentSubmoduleIndex; + const nextSubmoduleIndex = fallbackSubmoduleIndex + delta; + if (nextSubmoduleIndex < 0 || nextSubmoduleIndex >= submodules.length) return; + event.preventDefault(); + const nextSubmodule = submodules[nextSubmoduleIndex]; + if (!nextSubmodule) return; + + setActiveSubmodule(nextSubmodule.key); + requestAnimationFrame(() => { + submoduleTabRefs.current[nextSubmodule.key]?.focus(); + }); + }; + + if (!moduleName || !MODULE_SUBMODULES[moduleName]) { + return
Module not found
; + } + + // Filter content to show only the section matching activeSubSubmodule + const filteredContent = content.filter((section) => section.label === activeSubSubmodule); + + return ( +
+ {/* Submodules Tabs */} +
+ {submodules.map(({ key, label, status }, index) => { + const isDisabled = status === "development"; + + return ( + + ); + })} +
+ + {/* Sub-SubModules Tabs */} + {activeSubmodule === "Moment" && ( +
+ {content.map(({ label, status }) => ( + + ))} +
+ )} + {/* Section Cards */} +
+ {filteredContent.map((section) => ( + + ))} +
+ +
+ ); +}; + +export default TabbedModulePage; diff --git a/frontend/src/homepage/components/ModulesListCard.jsx b/frontend/src/homepage/components/ModulesListCard.jsx new file mode 100644 index 000000000..4c1bd667e --- /dev/null +++ b/frontend/src/homepage/components/ModulesListCard.jsx @@ -0,0 +1,53 @@ +/* eslint-disable react/prop-types */ +import { useNavigate } from 'react-router-dom'; +import { getModuleRoute } from "../../constants/moduleRoutes"; + +const ModulesListCard = ({ items }) => { + const navigate = useNavigate(); + + const handleModuleClick = (item) => { + const route = getModuleRoute(item.submodule); + if (!route) return; + navigate(route); + }; + + const getIcon = () => ( +
+ + + +
+ ); + + return ( + <> + {items.map((item, index) => ( +
+
+
+ {getIcon()} +
+
+ {item.name} +
+ {item.subtitle && ( +

{item.subtitle}

+ )} +
+ +
+
+
+
+
+ ))} + + + ); +}; + +export default ModulesListCard; + + diff --git a/frontend/src/homepage/components/ProjectActionButtons.jsx b/frontend/src/homepage/components/ProjectActionButtons.jsx new file mode 100644 index 000000000..9a9c8ca91 --- /dev/null +++ b/frontend/src/homepage/components/ProjectActionButtons.jsx @@ -0,0 +1,110 @@ +/* eslint-disable react/prop-types */ +import { useNavigate } from 'react-router-dom'; +import { toast } from 'react-toastify'; +import { MODULE_ROUTES } from '../../constants/modules'; +import { getProjectById } from "../../datasources/projectsDataSource"; +import { saveOsiFromInputs } from "../../datasources/osiDataSource"; +import { getModuleRoute } from "../../constants/moduleRoutes"; + +const btnBase = + "inline-flex items-center gap-1.5 px-3 py-1.5 text-xs font-medium border border-gray-300 dark:border-gray-600 rounded-lg bg-white dark:bg-gray-800 text-gray-700 dark:text-gray-200 hover:bg-gray-50 dark:hover:bg-gray-700 hover:border-osdag-green hover:text-osdag-green transition-all active:scale-95"; + +const ProjectActionButtons = ({ + project, + onActionComplete, + onGenerateReport, +}) => { + const navigate = useNavigate(); + + const handleOpenProject = async (e) => { + e.preventDefault(); + e.stopPropagation(); + const route = MODULE_ROUTES[project.routeKey] || getModuleRoute(project.submodule); + if (route) { + navigate(`${route}/${project.id}`); + if (onActionComplete) onActionComplete(); + } else { + toast.error('Module route not found'); + } + }; + + const handleGenerateReport = (e) => { + e.preventDefault(); + e.stopPropagation(); + if (onGenerateReport) { + onGenerateReport(project); + return; + } + const route = MODULE_ROUTES[project.routeKey] || getModuleRoute(project.submodule); + if (route) { + navigate(`${route}/${project.id}?action=report`); + if (onActionComplete) onActionComplete(); + } else { + toast.error('Module route not found'); + } + }; + + const handleDownloadOsi = async (e) => { + e.preventDefault(); + e.stopPropagation(); + try { + const detailRes = await getProjectById(project.id); + if (!detailRes.success) { + toast.error('Failed to load project'); + return; + } + const projectDetail = detailRes.project; + const inputs = projectDetail?.inputs_json || {}; + const module_id = projectDetail?.submodule || projectDetail?.module || project.submodule; + const data = await saveOsiFromInputs({ name: project.name, moduleId: module_id, inputs, inline: true }); + if (!data.success || !data.content_base64) { + toast.error(data.error || 'Failed to prepare OSI'); + return; + } + const binaryString = atob(data.content_base64); + const bytes = new Uint8Array(binaryString.length); + for (let i = 0; i < binaryString.length; i++) bytes[i] = binaryString.charCodeAt(i); + const blob = new Blob([bytes], { type: 'text/plain' }); + const url = URL.createObjectURL(blob); + const a = document.createElement('a'); + a.href = url; + a.download = data.filename || `${project.name}.osi`; + document.body.appendChild(a); + a.click(); + document.body.removeChild(a); + URL.revokeObjectURL(url); + } catch (_e) { + toast.error('Failed to download OSI'); + } + }; + + return ( + <> + + + + + + + ); +}; + +export default ProjectActionButtons; diff --git a/frontend/src/homepage/components/ProjectNameModal.jsx b/frontend/src/homepage/components/ProjectNameModal.jsx new file mode 100644 index 000000000..1e299ae80 --- /dev/null +++ b/frontend/src/homepage/components/ProjectNameModal.jsx @@ -0,0 +1,244 @@ +/* eslint-disable react/prop-types */ +import { useState, useEffect } from 'react'; + +const ProjectNameModal = ({ + visible, + onCancel, + onConfirm, + moduleName, + title = "Name Your Project", + message = "Please give your project a name to save it for later access.", + defaultValue = '', + confirmText = "Create Project", + loading = false +}) => { + const [projectName, setProjectName] = useState(''); + const [error, setError] = useState(''); + + useEffect(() => { + if (visible && defaultValue) { + setProjectName(defaultValue); + } else if (visible) { + setProjectName(''); + } + }, [visible, defaultValue]); + + const handleConfirm = () => { + if (!projectName.trim()) { + setError('Please enter a project name'); + return; + } + + if (projectName.trim().length < 3) { + setError('Project name must be at least 3 characters long'); + return; + } + + setError(''); + onConfirm(projectName.trim()); + }; + + const handleCancel = () => { + setProjectName(''); + setError(''); + onCancel(); + }; + + const handleKeyPress = (e) => { + if (e.key === 'Enter') { + handleConfirm(); + } else if (e.key === 'Escape') { + handleCancel(); + } + }; + + if (!visible) { + return null; + } + + return ( +
+
+ {/* Header */} +
+

+ {title} +

+
+ + {/* Content */} +
+ {moduleName && ( +

+ You're about to {title.toLowerCase().includes('open') ? 'open' : 'create'} a project for: {moduleName} +

+ )} +

+ {message} +

+ +
+ + { + setProjectName(e.target.value); + if (error) setError(''); + }} + onKeyPress={handleKeyPress} + maxLength={100} + style={{ + width: '100%', + padding: '8px 12px', + border: error ? '1px solid #ff4d4f' : '1px solid #d9d9d9', + borderRadius: '6px', + fontSize: '14px', + outline: 'none', + transition: 'border-color 0.2s' + }} + /> + {projectName.length > 0 && ( +
+ {projectName.length}/100 +
+ )} +
+ + {error && ( +
+ {error} +
+ )} +
+ + {/* Tip */} +
+ Tip: Use a descriptive name that will help you identify this project later. + You can always rename it later. +
+ + {/* Footer */} +
+ + +
+
+
+ ); +}; + +export default ProjectNameModal; \ No newline at end of file diff --git a/frontend/src/homepage/components/ProjectsListCard.jsx b/frontend/src/homepage/components/ProjectsListCard.jsx new file mode 100644 index 000000000..378e5557c --- /dev/null +++ b/frontend/src/homepage/components/ProjectsListCard.jsx @@ -0,0 +1,242 @@ +/* eslint-disable react/prop-types */ +import React from 'react'; +import { toast } from 'react-toastify'; +import { DesignReportModal } from '../../modules/shared/components/DesignReportModal'; +import { finPlateConfig } from '../../modules/shearConnection/finPlate/configs/finPlateConfig'; +import { endPlateConfig } from '../../modules/shearConnection/endPlate/configs/endPlateConfig'; +import { cleatAngleConfig } from '../../modules/shearConnection/cleatAngle/configs/cleatAngleConfig'; +import { seatedAngleConfig } from '../../modules/shearConnection/seatAngle/configs/seatedAngleConfig'; +import { coverPlateBoltedConfig } from '../../modules/coverPlateBolted/configs/coverPlateBoltedConfig'; +import { coverPlateWeldedConfig } from '../../modules/coverPlateWelded/configs/coverPlateWeldedConfig'; +import { beamBeamEndPlateConfig } from '../../modules/beamBeamEndPlate/configs/beamBeamEndPlateConfig'; +import { beamToColumnEndPlateConfig } from '../../modules/beamToColumnEndPlate/configs/beamToColumnEndPlateConfig'; +import { boltedToEndConfig } from '../../modules/TensionMembers/BoltedToEnd/configs/boltedToEndConfig'; +import { simplySupportedBeamConfig } from '../../modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamConfig'; +import { purlinConfig } from '../../modules/flexuralMember/purlin/configs/purlinConfig'; +import { onCantileverConfig } from '../../modules/flexuralMember/onCantilever/configs/onCantileverConfig'; +import { lapJointWeldedConfig } from '../../modules/SimpleConnection/LapJointWelded/config/lapJointWeldedConfig'; +import { lapJointBoltedConfig } from '../../modules/SimpleConnection/LapJointBolted/config/lapJointBoltedConfig'; +import { buttJointWeldedConfig } from '../../modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedConfig'; +import { buttJointBoltedConfig } from '../../modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedConfig'; +import { isGuestUser } from '../../utils/auth'; +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_CLEAT_ANGLE, + MODULE_KEY_END_PLATE, + MODULE_KEY_SEAT_ANGLE, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED, + MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED, + MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + MODULE_KEY_TENSION_BOLTED, + MODULE_KEY_SIMPLY_SUPPORTED_BEAM, + MODULE_KEY_PURLIN, + MODULE_KEY_ON_CANTILEVER_BEAM, + MODULE_KEY_LAP_JOINT_WELDED, + MODULE_KEY_LAP_JOINT_BOLTED, + MODULE_KEY_BUTT_JOINT_WELDED, + MODULE_KEY_BUTT_JOINT_BOLTED, +} from '../../constants/DesignKeys'; +import { getProjectById } from "../../datasources/projectsDataSource"; +import ProjectActionButtons from './ProjectActionButtons'; +import { normalizeModuleKey } from '../../constants/modules'; + +const normalizeModuleId = normalizeModuleKey; + +const ProjectsListCard = ({ projects: projectsProp = [], loading: loadingProp = false, onDeleteProject }) => { + const [projects, setProjects] = React.useState(projectsProp); + const [loading, setLoading] = React.useState(loadingProp); + const [reportModalOpen, setReportModalOpen] = React.useState(false); + const [designReportInputs, setDesignReportInputs] = React.useState({ + companyName: "Your company", + groupTeamName: "Your team", + designer: "You", + projectTitle: "", + subtitle: "", + jobNumber: "1", + client: "Someone else", + additionalComments: "No comments", + companyLogo: null, + companyLogoName: "", + }); + const [reportInputValues, setReportInputValues] = React.useState({}); + const [reportModuleId, setReportModuleId] = React.useState(null); + const [reportModuleConfig, setReportModuleConfig] = React.useState(null); + const [reportAllSelected, setReportAllSelected] = React.useState({}); + const [reportExtraState, setReportExtraState] = React.useState({}); + + + const isGuest = isGuestUser(); + + React.useEffect(() => { + if (isGuest) { + setProjects([]); + setLoading(false); + return; + } + // If parent didn't provide projects, rely on MainContent's datasource-driven list + if (projectsProp && projectsProp.length > 0) { + setProjects(projectsProp); + setLoading(loadingProp); + } else { + // No projects passed in and user is not guest: show empty state + setProjects([]); + setLoading(false); + } + }, [isGuest, projectsProp, loadingProp]); + + const handleDeleteProject = async (projectId) => { + if (onDeleteProject) await onDeleteProject(projectId); + }; + + const handleGenerateReportClick = async (project) => { + try { + const detail = await fetchProjectDetail(project.id); + setReportInputValues(detail?.inputs_json || {}); + const rawModId = detail?.submodule || detail?.module || MODULE_KEY_FIN_PLATE; + const modId = normalizeModuleId(rawModId); + setReportModuleId(modId); + // Resolve moduleConfig to reuse DesignReportModal logic + const resolver = { + [MODULE_KEY_FIN_PLATE]: finPlateConfig, + [MODULE_KEY_END_PLATE]: endPlateConfig, + [MODULE_KEY_CLEAT_ANGLE]: cleatAngleConfig, + [MODULE_KEY_SEAT_ANGLE]: seatedAngleConfig, + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_BOLTED]: coverPlateBoltedConfig, + [MODULE_KEY_BEAM_TO_BEAM_COVER_PLATE_WELDED]: coverPlateWeldedConfig, + [MODULE_KEY_BEAM_BEAM_END_PLATE_ALT]: beamBeamEndPlateConfig, + [MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT]: beamToColumnEndPlateConfig, + [MODULE_KEY_TENSION_BOLTED]: boltedToEndConfig, + [MODULE_KEY_SIMPLY_SUPPORTED_BEAM]: simplySupportedBeamConfig, + [MODULE_KEY_PURLIN]: purlinConfig, + [MODULE_KEY_ON_CANTILEVER_BEAM]: onCantileverConfig, + [MODULE_KEY_LAP_JOINT_WELDED]: lapJointWeldedConfig, + [MODULE_KEY_LAP_JOINT_BOLTED]: lapJointBoltedConfig, + [MODULE_KEY_BUTT_JOINT_WELDED]: buttJointWeldedConfig, + [MODULE_KEY_BUTT_JOINT_BOLTED]: buttJointBoltedConfig, + }; + const cfg = resolver[modId] || null; + setReportModuleConfig(cfg); + // allSelected: set all to false so saved arrays are used as-is + if (cfg && Array.isArray(cfg.selectionConfig)) { + const initSel = cfg.selectionConfig.reduce((acc, s) => { acc[s.inputKey] = false; return acc; }, {}); + setReportAllSelected(initSel); + } else { + setReportAllSelected({}); + } + // extraState: carry connectivity for FinPlate (or default) + const defaultConnectivity = 'Column Flange-Beam-Web'; + const selectedOption = (detail?.inputs_json && detail.inputs_json.connectivity) || defaultConnectivity; + setReportExtraState({ selectedOption }); + setReportModalOpen(true); + } catch (e) { + toast.error(e.message || 'Failed to load project'); + } + }; + + const fetchProjectDetail = async (projectId) => { + const data = await getProjectById(projectId); + if (!data.success) throw new Error(data.error || 'Failed to load project'); + return data.project; + }; + + + if (isGuest) { + return ( +
+ Projects are not available in guest mode +
+ ); + } + + if (loading) { + return ( +
+
+
Loading recent projects...
+
+ ); + } + + if (projects.length === 0) { + return ( +
+

No recent projects

+

Start designing to see your projects here

+
+ ); + } + + const formatDate = (dateString) => { + const date = new Date(dateString); + return date.toLocaleDateString(); + }; + + const getProjectIcon = () => ( +
+ L +
+ ); + + return ( + <> + {projects.map((project) => ( +
+
+
+ {getProjectIcon()} +
+
+ {project.name} +
+

+ Last modified: {formatDate(project.updated_at)} Ā· Created: {formatDate(project.created_at)} +

+
+ + + +
+
+
+
+
+ ))} + + { setReportModalOpen(false); }} + onOk={() => { setReportModalOpen(false); }} + designReportInputs={designReportInputs} + setDesignReportInputs={setDesignReportInputs} + output={{}} /* truthy to satisfy modal precondition */ + moduleId={reportModuleId} + inputValues={reportInputValues} + logs={[]} + moduleConfig={reportModuleConfig} + allSelected={reportAllSelected} + extraState={reportExtraState} + /> + + ); +}; + +export default ProjectsListCard; + + diff --git a/frontend/src/homepage/components/SectionCards.jsx b/frontend/src/homepage/components/SectionCards.jsx new file mode 100644 index 000000000..78515bd3c --- /dev/null +++ b/frontend/src/homepage/components/SectionCards.jsx @@ -0,0 +1,102 @@ +/* eslint-disable react/prop-types */ +import { useEffect, useRef, useState } from "react"; + +const SectionCards = ({ section, onModuleClick }) => { + const [focusedIndex, setFocusedIndex] = useState(0); + const cardRefs = useRef([]); + + useEffect(() => { + setFocusedIndex(0); + }, [section?.label]); + + useEffect(() => { + const target = cardRefs.current[focusedIndex]; + if (target) { + target.focus(); + } + }, [focusedIndex]); + + const moveFocus = (nextIndex) => { + const cardCount = section?.options?.length || 0; + if (!cardCount) return; + if (nextIndex < 0 || nextIndex >= cardCount) return; + setFocusedIndex(nextIndex); + }; + + const handleCardKeyDown = (event, index, opt) => { + if (opt.status === "development") return; + const navKeys = ["ArrowLeft", "ArrowRight", "ArrowUp", "ArrowDown"]; + if (navKeys.includes(event.key)) { + const delta = + event.key === "ArrowRight" || event.key === "ArrowDown" ? 1 : -1; + event.preventDefault(); + moveFocus(index + delta); + return; + } + + if (event.key === "Enter" || event.key === " " || event.key === "Spacebar") { + event.preventDefault(); + onModuleClick(opt.key, section.label); + } + }; + + return ( +
+
+ {section.options.map((opt, idx) => { + const isDev = opt.status === "development"; + return ( + + ); + })} +
+
+ ); +}; + + +export default SectionCards; diff --git a/frontend/src/homepage/components/Sidebar.jsx b/frontend/src/homepage/components/Sidebar.jsx new file mode 100644 index 000000000..a4b25bd1d --- /dev/null +++ b/frontend/src/homepage/components/Sidebar.jsx @@ -0,0 +1,204 @@ +/* eslint-disable react/prop-types */ + +import iitbLogo from '../../assets/homepage/iitb_logo.png'; +import homeIcon from '../../assets/homepage/home_default.svg'; +import connectionIcon from '../../assets/homepage/connection.svg'; +import tensionIcon from '../../assets/homepage/tension_member.svg'; +import compressionIcon from '../../assets/homepage/compression_member.svg' +import flexuralIcon from '../../assets/homepage/flexural_member.svg'; +import beamcolumnIcon from '../../assets/homepage/beam_column.svg'; +import trussIcon from '../../assets/homepage/truss.svg'; +import frame2dIcon from '../../assets/homepage/2d_frame.svg'; +import frame3dIcon from '../../assets/homepage/3d_frame.svg'; +import { Link, useParams } from 'react-router-dom'; +import { APP_METADATA } from "../../constants/metadata"; +const Sidebar = ({ setshowSideBar, active }) => { + const navigationItems = [ + { + name: 'Home', + icon: Home, + link: '/home', + }, + { + name: 'Connection', + icon: Connection, + active: false, + link: '/Connections', + }, + { + name: 'Tension Member', + icon: Tension Member, + active: false, + link: '/TensionMember', + }, + { + name: 'Compression Member', + icon: Compression Member, + active: false, + link: '/CompressionMember', + }, + { + name: 'Flexural Member', + icon: Flexural Member, + active: false, + link: '/FlexureMember', + // comingSoon: true, + }, + { + name: 'Beam-Column', + icon: Beam-Column, + active: false, + link: '/Beam-Column', + comingSoon: true, + }, + { + name: 'Truss', + icon: Truss, + active: false, + link: '/Truss', + comingSoon: true, + }, + { + name: '2D Frame', + icon: 2D Frame, + active: false, + link: '/2DFrame', + comingSoon: true, + }, + { + name: '3D Frame', + icon: 3D Frame, + active: false, + link: '/3DFrame', + comingSoon: true, + }, + ].map(item => + item.name === active + ? { ...item, highlight: true } + : item + ); + + const handleCloseSidebar = () => { + setshowSideBar(false); + } + + const { moduleName } = useParams(); + + return ( +
+ {/* Logo Section */} +
+
+
+ osdag-logo +
+

{APP_METADATA.VERSION}

+
+
+ + + +
+
+ + {/* Navigation Items */} +
+ {navigationItems.map((item, index) => { + // Normalize for comparison: remove spaces, lowercase, etc. + const itemKey = item.link.replace('/', '').toLowerCase(); + const paramKey = (moduleName || '').toLowerCase(); + + const isActive = itemKey === paramKey; + + const comingSoon = item.comingSoon; + + return ( + { + if (comingSoon) { + event.preventDefault(); + event.stopPropagation(); + alert('Module under development'); + return; + } + handleCloseSidebar(); + }} + > +
+
+
+ + {item.icon} + +
+ + {item.name} + {/* {comingSoon && ( + (Coming Soon) + )} */} + +
+
+ + + ); + })} + +
+ {/* Bottom Logo Section */} +
+
+ iitb-logo +
+
+
+ ); +}; + +export default Sidebar; diff --git a/frontend/src/homepage/components/tabs/AboutTab.jsx b/frontend/src/homepage/components/tabs/AboutTab.jsx new file mode 100644 index 000000000..8cefd72db --- /dev/null +++ b/frontend/src/homepage/components/tabs/AboutTab.jsx @@ -0,0 +1,72 @@ +import fullosdagLogo from "../../../assets/homepage/Logo_osdag.svg"; +import { ABOUT_TEXT } from "../../constants/aboutOsdag/aboutText"; + +export default function AboutTab() { + return ( + <> + {/* Logo */} + Osdag Logo + + {/* Title */} +

About Osdag

+ +
+ + {/* Description */} +

+ {ABOUT_TEXT.description} +

+ + {/* Development */} +

+ {ABOUT_TEXT.development} +

+ + {/* License Note */} +

+ {ABOUT_TEXT.licenseNote} +

+ + {/* Authors */} +

+ {ABOUT_TEXT.authorsLabel}{" "} + + {ABOUT_TEXT.authorsLink} + +

+ + {/* Visit Link */} +

+ {ABOUT_TEXT.visitLabel}{" "} + + {ABOUT_TEXT.visitLink} + {" "} + {ABOUT_TEXT.visitSuffix} +

+ + {/* Divider */} +
+ + {/* Trademark */} +

+ {ABOUT_TEXT.trademark} +

+ +
+ + ); +} \ No newline at end of file diff --git a/frontend/src/homepage/components/tabs/AcknowledgementsTab.jsx b/frontend/src/homepage/components/tabs/AcknowledgementsTab.jsx new file mode 100644 index 000000000..2d101e486 --- /dev/null +++ b/frontend/src/homepage/components/tabs/AcknowledgementsTab.jsx @@ -0,0 +1,68 @@ +/* eslint-disable react/prop-types */ +import iitbLogo from "../../../assets/homepage/iitb_logo.png"; +import fosseeLogo from "../../../assets/homepage/fossee_logo.png"; +import insdagLogo from "../../../assets/homepage/insdag_logo.png"; +import mosLogo from "../../../assets/homepage/mos_logo.png"; +import constructsteelLogo from "../../../assets/homepage/constructsteel_logo.png"; + +function Acknowledgement({ name, url, logo }) { + return ( +
+

+ + {name} + +

+ {name} +
+ ); +} + +export default function AcknowledgementsTab() { + return ( + <> +
+

Acknowledgements

+

+ Osdag acknowledges the support and contributions of the following + organizations: +

+
+ + + + + + + + + + + + ); +} \ No newline at end of file diff --git a/frontend/src/homepage/components/tabs/CaveatsTab.jsx b/frontend/src/homepage/components/tabs/CaveatsTab.jsx new file mode 100644 index 000000000..4b04abdfe --- /dev/null +++ b/frontend/src/homepage/components/tabs/CaveatsTab.jsx @@ -0,0 +1,18 @@ +import { CAVEATS_TEXT } from "../../constants/aboutOsdag/caveatsText"; + +export default function CaveatsTab() { + return ( +
+

Caveats

+ + {CAVEATS_TEXT.map((para, index) => ( +

+ {para} +

+ ))} +
+ ); +} \ No newline at end of file diff --git a/frontend/src/homepage/components/tabs/ContributorsTab.jsx b/frontend/src/homepage/components/tabs/ContributorsTab.jsx new file mode 100644 index 000000000..e14df87fb --- /dev/null +++ b/frontend/src/homepage/components/tabs/ContributorsTab.jsx @@ -0,0 +1,36 @@ +import { + STAFF, + INTERNS, + IITB_STUDENTS, + ADVISORS, + PM_STAFF, + } from "../../constants/aboutOsdag/contributors"; + + export default function ContributorsTab() { + const renderList = (list) => + list.map((name, i) => ( +
  • {name}
    • + )); + + return ( +
    +

    Project Investigator

    +

    Siddhartha Ghosh, IIT Bombay

    + +

    Project Research Staff

    +
      {renderList(STAFF)}
    + +

    Project Interns

    +
      {renderList(INTERNS)}
    + +

    IITB Students

    +
      {renderList(IITB_STUDENTS)}
    + +

    Advisors

    +
      {renderList(ADVISORS)}
    + +

    Project Management Staff

    +
      {renderList(PM_STAFF)}
    +
    + ); + } \ No newline at end of file diff --git a/frontend/src/homepage/components/tabs/LicenseTab.jsx b/frontend/src/homepage/components/tabs/LicenseTab.jsx new file mode 100644 index 000000000..2bc754a2f --- /dev/null +++ b/frontend/src/homepage/components/tabs/LicenseTab.jsx @@ -0,0 +1,9 @@ +import { LICENSE_TEXT } from "../../constants/aboutOsdag/licenseText"; + +export default function LicenseTab() { + return ( +
    + {LICENSE_TEXT} +
    + ); +} \ No newline at end of file diff --git a/frontend/src/homepage/components/tabs/PrivacyTab.jsx b/frontend/src/homepage/components/tabs/PrivacyTab.jsx new file mode 100644 index 000000000..be0e2eb2d --- /dev/null +++ b/frontend/src/homepage/components/tabs/PrivacyTab.jsx @@ -0,0 +1,43 @@ +export default function PrivacyTab() { + return ( +
    +

    Privacy Policy

    + +

    + Osdag respects your privacy and is committed to protecting your personal data in accordance with the General Data Protection Regulation (GDPR) and other applicable privacy laws. +

    + +

    1. Information We Collect

    +

    + We collect only the minimum necessary information to provide you with the cloud-based Osdag services: +

    +
      +
    • Account Information: When you register an account, we collect and store your email address and verification status.
      • +
    • Design and Project Data: We store the project details, inputs, design preferences, and outputs you create using the Osdag interface. This data is kept secure in our PostgreSQL database.
      • +
    + +

    2. Purpose of Collection

    +

    + We collect this data solely to allow you to save, load, export, and manage your engineering projects and design configurations online. We do not use trackers, display advertisements, or share your data with any third parties. +

    + +

    3. Your Data Rights (GDPR Compliance)

    +

    + Under GDPR, you have the following rights regarding your personal data: +

    +
      +
    • Right to Portability (Data Export): You can export a copy of all your saved projects and account details at any time in a standard machine-readable JSON format. You can initiate this via your profile dropdown.
      • +
    • Right to Erasure (Account Deletion): You can request the deletion of your account and all associated data at any time via your profile dropdown.
      • +
    + +

    4. Account Deletion & Permanent Purge

    +

    + When you request account deletion, all your account records, user profile details, and design projects are immediately, permanently, and irreversibly purged from our databases. No grace period is provided, and the deletion cannot be undone. +

    + +

    + The Osdag developers' community does not condone unauthorized usage of private data and remains dedicated to user data safety and sovereignty. +

    +
    + ); +} \ No newline at end of file diff --git a/frontend/src/homepage/constants/aboutOsdag/aboutText.js b/frontend/src/homepage/constants/aboutOsdag/aboutText.js new file mode 100644 index 000000000..ed63eb929 --- /dev/null +++ b/frontend/src/homepage/constants/aboutOsdag/aboutText.js @@ -0,0 +1,16 @@ +export const ABOUT_TEXT = { + description: `Osdag is a cross-platform, free, and open-source software for the design and detailing of steel structures, following the Indian Standard IS 800:2007. Osdag is primarily built on Python using other FOSS tools, such as PySide, OpenCascade, PythonOCC, and SQLite. It allows the user to design steel connections, members and systems using a graphical user interface. The interactive GUI provides a 3D visualisation of the designed component and an option to export the CAD model to any drafting or BIM software for the creation of construction/fabrication drawings. The design is typically optimised following industry best practices.`, + + development: `Osdag is developed by the Osdag team at IIT Bombay, beginning under the umbrella of FOSSEE. Its development has been supported with funding from the Ministry of Education (MoE), Govt. of India, Ministry of Steel (MoS), Govt. of India, consteel, and INSDAG.`, + + licenseNote: `This program comes with ABSOLUTELY NO WARRANTY. This is a free software, and you are welcome to redistribute it under the conditions of LGPL v3 license. See the "LICENSE.txt" file for details of this license.`, + + authorsLabel: "Authors:", + authorsLink: "https://osdag.fossee.in/team", + + visitLabel: "Visit", + visitLink: "https://osdag.fossee.in", + visitSuffix: "for more information.", + + trademark: `OsdagĀ® and the Osdag logo are registered trademarks of Indian Institute of Technology Bombay (IIT Bombay).`, + }; \ No newline at end of file diff --git a/frontend/src/homepage/constants/aboutOsdag/caveatsText.js b/frontend/src/homepage/constants/aboutOsdag/caveatsText.js new file mode 100644 index 000000000..d58043ba2 --- /dev/null +++ b/frontend/src/homepage/constants/aboutOsdag/caveatsText.js @@ -0,0 +1,7 @@ +export const CAVEATS_TEXT = [ + `Osdag can perform the design of various steel structural connections, members and systems. However, Osdag should not be solely relied upon for their complete design. The output from Osdag shall be owned by the individual structural designer, and the designer also remains responsible for the final design submitted to the client, along with associated documents.`, + + `It is very important to note that the Osdag design algorithms can be modified by individual users, since it is an open-source software. The Osdag team shall not be liable for any further modification, development, or enhancement, until and unless these have been officially released by the team. We encourage the use of Osdag design reports (unabridged) between the designer and the reviewer for clarity on code compliance and openness.`, + + `While running, Osdag uses local persistent storage for logs, configuration files, cache, thumbnails, recently accessed files, and similar other information for faster subsequent runs. These information may contain private data, but stays only on the local storage of the device.` +]; \ No newline at end of file diff --git a/frontend/src/homepage/constants/aboutOsdag/contributors.js b/frontend/src/homepage/constants/aboutOsdag/contributors.js new file mode 100644 index 000000000..c01a71ce3 --- /dev/null +++ b/frontend/src/homepage/constants/aboutOsdag/contributors.js @@ -0,0 +1,176 @@ +export const STAFF = [ + "Aditya Donde", + "Ajinkya Dahale", + "Ajmal Babu MS", + "Anand Swaroop", + "Christo George", + "Danish Ansari", + "Darshan Vishwakarma", + "Deepa Chaudhari", + "Deepthi Reddy", + "Jayant Patil", + "Kumari Anjali Jatav", + "N Dharma Teja", + "Nidhi Khare", + "Parth Karia", + "Radhika Pagade", + "Rahul Benal", + "Reshma Konjari", + "Rutvik Joshi", + "Shihabuddin Khan", + "Siddesh Chavan", + "Sourabh Das", + "Subhrajit Dutta", + "Suchita Lad", + "Suhel Hashmi", + "Swastik Gupta", + "Swathi M", + "Thushara Pushkaran", + "Yash Lokhande" + ]; + + export const INTERNS = [ + "Aamir Durrany", + "Aaranyak Ghosh", + "Aathithya Sharan", + "Abhijith Sogal", + "Aditya Mayle", + "Aditya Pawar", + "Aditya Wagh", + "Adnan Abdullah", + "Agam Arora", + "Aman Agarwal", + "Amay Dixit", + "Amir Chappalwala", + "Amrutha J", + "Anshul Kumar Singh", + "Ansari Mohammad Umair", + "Anuranjani", + "Anushka Bajpai", + "Arbaz Khan", + "Arushi", + "Aryamaan Pandey", + "Aryan Gupta", + "Atharva Dhavale", + "Atharva Pingale", + "Aum Ghelani", + "Azhar Khan", + "Chaman Lal Yadav", + "Debayan Ghosh", + "Dhimanth Kumar Singh", + "Eeshu", + "Faizan Khan", + "Faran Imam", + "Garvit Singh Rathore", + "Gourav Najwani", + "Harsh Chelani", + "Harsh Gondal", + "Harshit Mahour", + "Harshan S", + "Himanshu Singh", + "Ishan Rai", + "Jerin Jiss George", + "Jawwad Ahmad", + "Koustav Bhattacharjee", + "Lakshana Shree S", + "Manas Budhiraja", + "Manav Sharma", + "Mayank Agarwal", + "Mehendi Hasan", + "Mohammad Azhar U Din Mir", + "Mohammad Suhail", + "Mohammad Taha", + "Mohd Faraz Khan", + "Mohit Rana", + "Mosam Patel", + "Mukunth AG", + "Navnit Kumar", + "Navtej", + "Nandagopal VS", + "Nikhil Kapoor", + "Nishi Kant Mandal", + "Nitin Singh", + "Om Lakshkar", + "Pragya Thakur", + "Pramila Kumari", + "Prathamesh Varma", + "Prince Sahu", + "Prerna Praveen Vidyarthi", + "Priti Kumari", + "Rachna Gupta", + "Raghav Sharma", + "Rajesh Dalai", + "Ranvir Singh", + "Renu", + "Ritik Kumar", + "Riyaz Khan", + "Roushan Raj", + "Rupali Agarwal", + "Sachin Saud", + "Sai Charan", + "Sagar Rathore", + "Sakshi Shamrao Jadhav", + "Samarpita Das", + "Sandipan Bhattacherjee", + "Sanket Gaikwad", + "Sasank Navuri", + "Satyam Singh Niranjan", + "Saumya Mishra", + "Shahadad PP", + "Shreya Bhende", + "Shubham Kumar", + "Sreejesh S", + "Srinivas Raghav", + "Steve Sojan", + "Sumagna Das", + "Suraj Bhosale", + "Suryajith", + "Sushree Sangita", + "Swaroop N", + "Sweta Pal", + "Tanmay Kalla", + "Tanu Singh", + "Tarandeep Singh Juneja", + "Yash Lokhande", + "Yugh Juneja", + "Zunzunia Arsil", + ]; + + export const IITB_STUDENTS = [ + "Allan L Marbaniang", + "Annu Kumari", + "Aravind P", + "Bhumik Halani", + "Devesh Kumar", + "Jeffy Jahfar", + "Mayur Mistry", + "Neela Lakshmi", + "Sasir Pentyala", + "Sharayu Korade", + ]; + + export const ADVISORS = [ + "Harshvardhan Subbarao (Construma Consultancy Pvt Ltd, Mumbai)", + "Kannan Moudgalya (formerly with FOSSEE, IIT Bombay, Mumbai)", + "Manas M Ghosh (INSDAG, Kolkata)", + "Meera Raghunandan (IIT Bombay, Mumbai)", + "PC Ashwin Kumar (IIT Roorkee, Roorkee)", + "Prabhu Ramachandran (FOSSEE, IIT Bombay, Mumbai)", + "Pradyumna M (Independent Consultant, Bengaluru)", + "Pratip Bhattacharya (formerly with Tata Consulting Engineers Ltd, Kolkata)", + "Rupen Goswami (IIT Madras, Chennai)", + "Somnath Mukherjee (formerly with MN Dastur & Co (P) Ltd, Kolkata)", + "SR Satish Kumar (IIT Madras, Chennai)", + "V Kalyanaraman (formerly with IIT Madras, Chennai)", + "Yogesh D Pisal (Aker Powergas Pvt Ltd, Mumbai)", + ]; + + +export const PM_STAFF = [ + "Kiran Kishore", + "Lee Thomas Stephen", + "Nagesh Karmali", + "Sunil Shetye", + "Usha Viswanathan", + "Vineeta Parmar", + ]; diff --git a/frontend/src/homepage/constants/aboutOsdag/licenseText.js b/frontend/src/homepage/constants/aboutOsdag/licenseText.js new file mode 100644 index 000000000..3293c8ab9 --- /dev/null +++ b/frontend/src/homepage/constants/aboutOsdag/licenseText.js @@ -0,0 +1,157 @@ +export const LICENSE_TEXT = `Osdag is licensed under the terms of the LGPL v3 license, as stated below. + +Osdag is a free software: you can redistribute it and/or modify it under the +terms of the GNU Lesser General Public License as published by the Free Software +Foundation, version 3 of the License. + +This programme is distributed in the hope that it will be useful, but WITHOUT +ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS +FOR A PARTICULAR PURPOSE. See the GNU Lesser General Public License for more +details. + +You should have received a copy of the GNU Lesser General Public License along +with this program. If not, see + +Notice of Third Party Software Licenses + +Osdag contains open-source software packages from third parties. These are +available on an "as is" basis and subject to their individual license agreements. +These licenses are available in ā€˜license-dependencies.txtā€™. These third party tools +are subject to their individual licenses as well as the Osdag license. + +GNU LESSER GENERAL PUBLIC LICENSE +Version 3, 29 June 2007 + +Copyright (C) 2007 Free Software Foundation, Inc. +Everyone is permitted to copy and distribute verbatim copies of this license document, +but changing it is not allowed. + +This version of the GNU Lesser General Public License incorporates the terms and +conditions of version 3 of the GNU General Public License, supplemented by the +additional permissions listed below. + +0. Additional Definitions. + + As used herein, "this License" refers to version 3 of the GNU Lesser General Public + License, and the "GNU GPL" refers to version 3 of the GNU General Public License. + + "The Library" refers to a covered work governed by this License, other than an + Application or a Combined Work as defined below. + + An "Application" is any work that makes use of an interface provided by the Library, + but which is not otherwise based on the Library. Defining a subclass of a class + defined by the Library is deemed a mode of using an interface provided by the Library. + + A "Combined Work" is a work produced by combining or linking an Application with the + Library. The particular version of the Library with which the Combined Work was made + is also called the "Linked Version". + + The "Minimal Corresponding Source" for a Combined Work means the Corresponding Source + for the Combined Work, excluding any source code for portions of the Combined Work + that, considered in isolation, are based on the Application, and not on the Linked + Version. + + The "Corresponding Application Code" for a Combined Work means the object code and/or + source code for the Application, including any data and utility programs needed for + reproducing the Combined Work from the Application, but excluding the System Libraries + of the Combined Work. + +1. Exception to Section 3 of the GNU GPL. + + You may convey a covered work under sections 3 and 4 of this License without being + bound by section 3 of the GNU GPL. + +2. Conveying Modified Versions. + + If you modify a copy of the Library, and, in your modifications, a facility refers to + a function or data to be supplied by an Application that uses the facility (other than + as an argument passed when the facility is invoked), then you may convey a copy of the + modified version: + + a) under this License, provided that you make a good faith effort to ensure that, in + the event an Application does not supply the function or data, the facility still + operates, and performs whatever part of its purpose remains meaningful, or + + b) under the GNU GPL, with none of the additional permissions of this License + applicable to that copy. + +3. Object Code Incorporating Material from Library Header Files. + + The object code form of an Application may incorporate material from a header file + that is part of the Library. You may convey such object code under terms of your + choice, provided that, if the incorporated material is not limited to numerical + parameters, data structure layouts and accessors, or small macros, inline functions + and templates (ten or fewer lines in length), you do both of the following: + + a) Give prominent notice with each copy of the object code that the Library is used + in it and that the Library and its use are covered by this License. + + b) Accompany the object code with a copy of the GNU GPL and this license document. + +4. Combined Works. + + You may convey a Combined Work under terms of your choice that, taken together, + effectively do not restrict modification of the portions of the Library contained in + the Combined Work and reverse engineering for debugging such modifications, if you + also do each of the following: + + a) Give prominent notice with each copy of the Combined Work that the Library is used + in it and that the Library and its use are covered by this License. + + b) Accompany the Combined Work with a copy of the GNU GPL and this license document. + + c) For a Combined Work that displays copyright notices during execution, include the + copyright notice for the Library among these notices, as well as a reference directing + the user to the copies of the GNU GPL and this license document. + + d) Do one of the following: + + 0) Convey the Minimal Corresponding Source under the terms of this License, and the + Corresponding Application Code in a form suitable for, and under terms that permit, + the user to recombine or relink the Application with a modified version of the Linked + Version to produce a modified Combined Work, in the manner specified by section 6 of + the GNU GPL for conveying Corresponding Source. + + 1) Use a suitable shared library mechanism for linking with the Library. A suitable + mechanism is one that (a) uses at run time a copy of the Library already present on the + user's computer system, and (b) will operate properly with a modified version of the + Library that is interface-compatible with the Linked Version. + + e) Provide Installation Information, but only if you would otherwise be required to + provide such information under section 6 of the GNU GPL, and only to the extent that + such information is necessary to install and execute a modified version of the + Combined Work produced by recombining or relinking the Application with a modified + version of the Linked Version. + +5. Combined Libraries. + + You may place library facilities that are a work based on the Library side by side in + a single library together with other library facilities that are not Applications and + are not covered by this License, and convey such a combined library under terms of + your choice, if you do both of the following: + + a) Accompany the combined library with a copy of the same work based on the Library, + uncombined with any other library facilities, conveyed under the terms of this + License. + + b) Give prominent notice with the combined library that part of it is a work based on + the Library, and explaining where to find the accompanying uncombined form of the same + work. + +6. Revised Versions of the GNU Lesser General Public License. + + The Free Software Foundation may publish revised and/or new versions of the GNU Lesser + General Public License from time to time. + + Each version is given a distinguishing version number. If the Library as you received + it specifies that a certain numbered version of the GNU Lesser General Public License + "or any later version" applies to it, you have the option of following the terms and + conditions either of that published version or of any later version published by the + Free Software Foundation. If the Library as you received it does not specify a version + number of the GNU Lesser General Public License, you may choose any version of the GNU + Lesser General Public License ever published by the Free Software Foundation. + + If the Library as you received it specifies that a proxy can decide whether future + versions of the GNU Lesser General Public License shall apply, that proxy's public + statement of acceptance of any version is permanent authorization for you to choose + that version for the Library.`; \ No newline at end of file diff --git a/frontend/src/homepage/constants/aboutOsdag/tabs.js b/frontend/src/homepage/constants/aboutOsdag/tabs.js new file mode 100644 index 000000000..7fc8a1fc5 --- /dev/null +++ b/frontend/src/homepage/constants/aboutOsdag/tabs.js @@ -0,0 +1,8 @@ +export const ABOUT_OSDAG_TABS = [ + "About", + "Contributors", + "Acknowledgements", + "License", + "Privacy Policy", + "Caveats", + ]; \ No newline at end of file diff --git a/frontend/src/homepage/data/mockData.js b/frontend/src/homepage/data/mockData.js new file mode 100644 index 000000000..fd1b7c7f7 --- /dev/null +++ b/frontend/src/homepage/data/mockData.js @@ -0,0 +1,47 @@ +export const recentProjects = [ + { + prefix: 'L', + name: 'Cleat Angle', + date: '04-06-2025', + description: 'ProjectA_R01_MB350-MB400_CleatAngle' + }, + { + prefix: 'L', + name: 'Cleat Angle', + date: '04-06-2025', + description: 'ProjectA_R01_MB350-MB400_CleatAngle', + buttons: ['Generate Report', 'Download OSI', 'Open project'] + }, + { + prefix: 'L', + name: 'Cleat Angle', + date: '04-06-2025', + description: 'ProjectA_R01_MB350-MB400_CleatAngle' + } +]; + +export const recentModules = [ + { + prefix: 'āš”', + name: 'Connections', + date: '04-06-2025', + subtitle: 'Shear Connection - Endplate' + }, + { + prefix: 'āš”', + name: 'Connections', + date: '04-06-2025', + subtitle: 'Shear Connection - Endplate' + }, + { + prefix: 'āš”', + name: 'Tension Member', + date: '04-06-2025', + subtitle: 'Bolted Tension Member' + }, + { + prefix: 'āš”', + name: 'Truss', + date: '04-06-2025' + } +]; \ No newline at end of file diff --git a/frontend/src/homepage/pages/Homepage.jsx b/frontend/src/homepage/pages/Homepage.jsx new file mode 100644 index 000000000..680420426 --- /dev/null +++ b/frontend/src/homepage/pages/Homepage.jsx @@ -0,0 +1,96 @@ +import { useState } from "react"; +import Sidebar from "../components/Sidebar"; +import Header from "../components/Header"; +import MainContent from "../components/MainContent"; +import { EmailVerificationBanner } from '../components/EmailVerificationBanner'; +import { useAuth } from '../../context/AuthContext'; +import mosLogo from '../../assets/homepage/mos_logo.png'; +import constructSteelLogo from '../../assets/homepage/constructsteel_logo.png'; +import moeLogo from '../../assets/homepage/moe_logo.png'; +import InsdagLogo from '../../assets/homepage/insdag_logo.png'; +// import fosseeLogo from '../../assets/homepage/fossee_logo.png'; +// import Footer from "../components/Footer"; + +const Homepage = () => { + const [showSideBar, setshowSideBar] = useState(false); + const { user: currentUser } = useAuth(); + + return ( +
    +
    + {/* Sidebar */} + {showSideBar && ( +
    + {/* Overlay to close sidebar */} +
    + )} + + {/* Sidebar for large screens */} +
    + +
    + + {/* Main Content with background + overlay */} +
    + {/* Background image */} +
    +
    +
    +
    + + {/* Foreground content */} +
    + {/* Header */} +
    + + {/* Email Verification Banner */} + {currentUser && !currentUser.emailVerified && ( +
    + { + // Reload user to get updated verification status + currentUser.reload(); + }} + /> +
    + )} + + {/* Main Content */} +
    +
    + +
    + + {/* Footer / Supported by logos */} +
    +
    + + Supported by: + +
    +
    + MOE Logo + MOS Logo + Construct Steel Logo + Insdag Logo +
    +
    +
    +
    +
    +
    +
    + ); +}; + +export default Homepage; \ No newline at end of file diff --git a/frontend/src/homepage/pages/MyDataPage.jsx b/frontend/src/homepage/pages/MyDataPage.jsx new file mode 100644 index 000000000..c4a4f7ea0 --- /dev/null +++ b/frontend/src/homepage/pages/MyDataPage.jsx @@ -0,0 +1,1227 @@ +import React, { useState, useEffect } from "react"; +import { useNavigate } from "react-router-dom"; +import { toast } from "react-toastify"; +import Sidebar from "../components/Sidebar"; +import Header from "../components/Header"; +import { useAuth } from "../../context/AuthContext"; +import { apiClient } from "../../utils/apiClient"; +import { AUTH, PROJECTS, MATERIALS, SECTIONS } from "../../datasources/endpoints"; +import { MODULE_ROUTES } from "../../constants/modules"; +import { getModuleRoute } from "../../constants/moduleRoutes"; + +/** ā”€ā”€ DEBUG: catches render crashes in each section and logs which one ā”€ā”€ */ +class DebugErrorBoundary extends React.Component { + constructor(props) { + super(props); + this.state = { hasError: false, error: null }; + } + static getDerivedStateFromError(error) { + return { hasError: true, error }; + } + componentDidCatch(error, info) { + console.error( + `[MyDataPage] āŒ Crash in section: "${this.props.section}"`, + "\nError:", error.message, + "\nComponent stack:", info.componentStack + ); + } + render() { + if (this.state.hasError) { + return ( +
    + šŸ’„ Crash in: {this.props.section} + 
    {this.state.error?.message}
    +
    + ); + } + return this.props.children; + } +} + +const _BEAM_FIELDS = { + dimensions: [ + { label: "Depth, D", key: "D" }, + { label: "Flange Width, B", key: "B" }, + { label: "Flange Thickness, T", key: "T" }, + { label: "Web Thickness, t", key: "tw" }, + { label: "Flange Slope, a", key: "FlangeSlope", unit: "deg." }, + { label: "Root Radius, R1", key: "R1" }, + { label: "Toe Radius, R2", key: "R2" }, + ], + properties: { + middle: [ + { label: "Mass, M", key: "Mass", unit: "Kg/m" }, + { label: "Sectional Area, a", key: "Area", unit: "cmĀ²" }, + { label: "2nd Moment of Area, Iz", key: "Iz", unit: "cmā“" }, + { label: "2nd Moment of Area, Iy", key: "Iy", unit: "cmā“" }, + { label: "Radius of Gyration, rz", key: "rz", unit: "cm" }, + { label: "Radius of Gyration, ry", key: "ry", unit: "cm" }, + { label: "Elastic Modulus, Zz", key: "Zz", unit: "cmĀ³" }, + { label: "Elastic Modulus, Zy", key: "Zy", unit: "cmĀ³" }, + ], + right: [ + { label: "Plastic Modulus, Zpz", key: "Zpz", unit: "cmĀ³" }, + { label: "Plastic Modulus, Zpy", key: "Zpy", unit: "cmĀ³" }, + { label: "Torsion Constant, It", key: "It", unit: "cmā“" }, + { label: "Warping Constant, Iw", key: "Iw", unit: "cmā¶" }, + ], + }, +}; + +const SECTION_CONFIGS = { + Beams: _BEAM_FIELDS, + Columns: _BEAM_FIELDS, + Angles: { + dimensions: [ + { label: "Long Leg, A", key: "a" }, + { label: "Short Leg, B", key: "b" }, + { label: "Leg Thickness, t", key: "t" }, + { label: "Root Radius, R1", key: "R1" }, + { label: "Toe Radius, R2", key: "R2" }, + ], + properties: { + middle: [ + { label: "Mass, M", key: "Mass", unit: "Kg/m" }, + { label: "Sectional Area, a", key: "Area", unit: "cmĀ²" }, + { label: "Cz", key: "Cz", unit: "cm" }, + { label: "Cy", key: "Cy", unit: "cm" }, + { label: "2nd Moment of Area, Iz", key: "Iz", unit: "cmā“" }, + { label: "2nd Moment of Area, Iy", key: "Iy", unit: "cmā“" }, + { label: "Radius of Gyration, rz", key: "rz", unit: "cm" }, + { label: "Radius of Gyration, ry", key: "ry", unit: "cm" }, + ], + right: [ + { label: "Radius of Gyration, ru", key: "rumax", unit: "cm" }, + { label: "Radius of Gyration, rv", key: "rvmin", unit: "cm" }, + { label: "Elastic Modulus, Zz", key: "Zz", unit: "cmĀ³" }, + { label: "Elastic Modulus, Zy", key: "Zy", unit: "cmĀ³" }, + { label: "Plastic Modulus, Zpz", key: "Zpz", unit: "cmĀ³" }, + { label: "Plastic Modulus, Zpy", key: "Zpy", unit: "cmĀ³" }, + { label: "Torsion Constant, It", key: "It", unit: "cmā“" }, + ], + }, + }, + Channels: { + dimensions: [ + { label: "Depth, D", key: "D" }, + { label: "Flange Width, B", key: "B" }, + { label: "Flange Thickness, T", key: "T" }, + { label: "Web Thickness, t", key: "tw" }, + { label: "Flange Slope, a", key: "FlangeSlope", unit: "deg." }, + { label: "Root Radius, R1", key: "R1" }, + { label: "Toe Radius, R2", key: "R2" }, + ], + properties: { + middle: [ + { label: "Mass, M", key: "Mass", unit: "Kg/m" }, + { label: "Sectional Area, a", key: "Area", unit: "cmĀ²" }, + { label: "2nd Moment of Area, Iz", key: "Iz", unit: "cmā“" }, + { label: "2nd Moment of Area, Iy", key: "Iy", unit: "cmā“" }, + { label: "Radius of Gyration, rz", key: "rz", unit: "cm" }, + { label: "Radius of Gyration, ry", key: "ry", unit: "cm" }, + { label: "Elastic Modulus, Zz", key: "Zz", unit: "cmĀ³" }, + { label: "Elastic Modulus, Zy", key: "Zy", unit: "cmĀ³" }, + { label: "Cy", key: "Cy", unit: "cm" }, + ], + right: [ + { label: "Plastic Modulus, Zpz", key: "Zpz", unit: "cmĀ³" }, + { label: "Plastic Modulus, Zpy", key: "Zpy", unit: "cmĀ³" }, + { label: "Torsion Constant, It", key: "It", unit: "cmā“" }, + { label: "Warping Constant, Iw", key: "Iw", unit: "cmā¶" }, + ], + }, + }, +}; + +const MATERIAL_FIELDS = [ + { label: "Grade Name", key: "Grade", type: "text" }, + { label: "Yield Strength (< 20mm)", key: "Yield_Stress_less_than_20", suffix: " MPa", type: "number" }, + { label: "Yield Strength (20 - 40mm)", key: "Yield_Stress_between_20_and_neg40", suffix: " MPa", type: "number" }, + { label: "Yield Strength (> 40mm)", key: "Yield_Stress_greater_than_40", suffix: " MPa", type: "number" }, + { label: "Ultimate Tensile Strength", key: "Ultimate_Tensile_Stress", suffix: " MPa", type: "number" }, + { label: "Elongation", key: "Elongation", suffix: " %", type: "number" }, +]; + +const getSectionFields = (tableName) => { + const config = SECTION_CONFIGS[tableName]; + if (!config) return []; + + const fields = []; + + // Designation + fields.push({ label: "Designation", key: "Designation", type: "text", category: "General" }); + + // Dimensions + if (config.dimensions) { + config.dimensions.forEach(d => { + fields.push({ label: d.label, key: d.key, type: "number", category: "Dimensions", unit: d.unit }); + }); + } + + // Properties (middle and right) + if (config.properties) { + if (config.properties.middle) { + config.properties.middle.forEach(p => { + fields.push({ label: p.label, key: p.key, type: "number", category: "Properties", unit: p.unit }); + }); + } + if (config.properties.right) { + config.properties.right.forEach(p => { + fields.push({ label: p.label, key: p.key, type: "number", category: "Properties", unit: p.unit }); + }); + } + } + + // Source and Type + fields.push({ label: "Source", key: "Source", type: "text", category: "General" }); + fields.push({ label: "Type", key: "Type", type: "text", category: "General" }); + + return fields; +}; + +const MyDataPage = () => { + const [showSideBar, setShowSideBar] = useState(false); + const { user: currentUser } = useAuth(); + const navigate = useNavigate(); + + // State for data + const [projects, setProjects] = useState([]); + const [materials, setMaterials] = useState([]); + const [sections, setSections] = useState([]); + const [loading, setLoading] = useState(true); + + // Search & Filter state + const [activeTab, setActiveTab] = useState("projects"); + const [searchQuery, setSearchQuery] = useState(""); + + // Rename Modal State + const [renameModal, setRenameModal] = useState({ + isOpen: false, + projectId: null, + currentName: "", + newName: "", + }); + + // Modal State + const [deleteModal, setDeleteModal] = useState({ + isOpen: false, + itemType: "", // "project" | "material" | "section" + itemId: null, + itemLabel: "", + extraData: null, // used for section table designation + }); + + // View Details Modal State + const [viewModal, setViewModal] = useState({ + isOpen: false, + itemType: "", // "material" | "section" + itemData: null, + }); + + // Edit Modal State + const [editModal, setEditModal] = useState({ + isOpen: false, + itemType: "", // "material" | "section" + itemData: null, + formData: {}, + }); + + + // Fetch all user data + const fetchAllData = async () => { + setLoading(true); + try { + const response = await apiClient(AUTH.myData, { method: "GET" }); + const data = await response.json(); + if (data.success) { + setProjects(data.projects || []); + setMaterials(data.custom_materials || []); + setSections(data.custom_sections || []); + } else { + toast.error("Failed to load your personal data"); + } + } catch (err) { + console.error(err); + toast.error("An error occurred while fetching your data"); + } finally { + setLoading(false); + } + }; + + useEffect(() => { + fetchAllData(); + }, []); + + // Format date helper + const formatDate = (dateString) => { + if (!dateString) return "N/A"; + const date = new Date(dateString); + return date.toLocaleDateString("en-US", { + year: "numeric", + month: "short", + day: "numeric", + hour: "2-digit", + minute: "2-digit", + }); + }; + + // GDPR data portability bulk export + const handleBulkExport = async () => { + try { + const response = await apiClient(AUTH.exportData, { method: "GET" }); + const blob = await response.blob(); + const url = window.URL.createObjectURL(blob); + const a = document.createElement("a"); + a.href = url; + const userEmailStr = currentUser?.email || "user"; + a.download = `osdag_user_data_${userEmailStr.split("@")[0]}.json`; + document.body.appendChild(a); + a.click(); + window.URL.revokeObjectURL(url); + document.body.removeChild(a); + toast.success("All data exported successfully"); + } catch (err) { + console.error("Failed to export data:", err); + toast.error("Failed to export your data. Please try again."); + } + }; + + // Download project as .osi file + const handleDownloadOsi = async (projectId, projectName) => { + try { + const response = await apiClient(`api/projects/${projectId}/osi`, { method: "GET" }); + const blob = await response.blob(); + const url = window.URL.createObjectURL(blob); + const a = document.createElement("a"); + a.href = url; + a.download = `${projectName.replace(/ /g, "_")}.osi`; + document.body.appendChild(a); + a.click(); + window.URL.revokeObjectURL(url); + document.body.removeChild(a); + toast.success("OSI file downloaded successfully"); + } catch (err) { + console.error(err); + toast.error("Failed to download OSI file"); + } + }; + + const handleOpenRename = (project) => { + setRenameModal({ + isOpen: true, + projectId: project.id, + currentName: project.name, + newName: project.name, + }); + }; + + const handleConfirmRename = async () => { + const { projectId, newName, currentName } = renameModal; + if (!newName.trim()) { + toast.error("Project name cannot be empty"); + return; + } + if (newName.trim() === currentName) { + setRenameModal({ isOpen: false, projectId: null, currentName: "", newName: "" }); + return; + } + + try { + const url = PROJECTS.detail(projectId); + const response = await apiClient(url, { + method: "PUT", + headers: { "Content-Type": "application/json" }, + body: JSON.stringify({ name: newName.trim() }), + }); + + const data = await response.json().catch(() => ({})); + if (response.ok || data.success) { + toast.success(`Project renamed successfully`); + setProjects((prev) => + prev.map((p) => (p.id === projectId ? { ...p, name: newName.trim() } : p)) + ); + setRenameModal({ isOpen: false, projectId: null, currentName: "", newName: "" }); + } else { + toast.error(data.error || data.message || "Failed to rename project"); + } + } catch (err) { + console.error(err); + toast.error("An error occurred during renaming"); + } + }; + + // Route to design page to open project + const handleOpenProject = (project) => { + const route = MODULE_ROUTES[project.routeKey] || getModuleRoute(project.submodule); + if (route) { + navigate(`${route}/${project.id}`); + } else { + toast.error("Design module route not found"); + } + }; + + // Triggers deletion warning modal + const triggerDeleteConfirm = (itemType, itemId, itemLabel, extraData = null) => { + setDeleteModal({ + isOpen: true, + itemType, + itemId, + itemLabel, + extraData, + }); + }; + + // Perform deletion after user confirmation + const handleConfirmDelete = async () => { + const { itemType, itemId, itemLabel, extraData } = deleteModal; + setDeleteModal((prev) => ({ ...prev, isOpen: false })); + + try { + if (itemType === "project") { + const url = PROJECTS.detail(itemId); + const response = await apiClient(url, { method: "DELETE" }); + const data = await response.json(); + if (data.success) { + toast.success(`Project "${itemLabel}" deleted successfully`); + setProjects((prev) => prev.filter((p) => p.id !== itemId)); + } else { + toast.error(data.error || "Failed to delete project"); + } + } else if (itemType === "material") { + const url = MATERIALS.delete(itemId); + const response = await apiClient(url, { method: "DELETE" }); + const data = await response.json(); + if (data.success) { + toast.success(`Material "${itemLabel}" deleted successfully`); + setMaterials((prev) => prev.filter((m) => m.id !== itemId)); + } else { + toast.error(data.message || "Failed to delete material"); + } + } else if (itemType === "section") { + const url = `${SECTIONS.customDelete}?table=${extraData}&designation=${encodeURIComponent(itemLabel)}`; + const response = await apiClient(url, { method: "DELETE" }); + if (response.status === 204) { + toast.success(`Custom Section "${itemLabel}" deleted successfully`); + setSections((prev) => prev.filter((s) => !(s.id === itemId && s.table === extraData))); + } else { + toast.error("Failed to delete custom section"); + } + } + } catch (err) { + console.error(err); + toast.error("An error occurred during deletion"); + } + }; + + const handleOpenViewMaterial = (mat) => { + setViewModal({ + isOpen: true, + itemType: "material", + itemData: mat, + }); + }; + + const handleOpenEditMaterial = (mat) => { + setEditModal({ + isOpen: true, + itemType: "material", + itemData: mat, + formData: { ...mat }, + }); + }; + + const handleOpenViewSection = (sec) => { + setViewModal({ + isOpen: true, + itemType: "section", + itemData: sec, + }); + }; + + const handleOpenEditSection = (sec) => { + setEditModal({ + isOpen: true, + itemType: "section", + itemData: sec, + formData: { ...sec }, + }); + }; + + const handleSaveEdit = async () => { + const { itemType, itemData, formData } = editModal; + + if (itemType === "material") { + if (!formData.Grade?.trim()) { + toast.error("Grade Name is required"); + return; + } + + const numericFields = [ + "Yield_Stress_less_than_20", + "Yield_Stress_between_20_and_neg40", + "Yield_Stress_greater_than_40", + "Ultimate_Tensile_Stress", + "Elongation", + ]; + + for (const field of numericFields) { + if (formData[field] === undefined || formData[field] === "" || isNaN(Number(formData[field]))) { + toast.error(`Please enter a valid number for ${field.replace(/_/g, " ")}`); + return; + } + } + + const payload = { + Grade: formData.Grade, + Yield_Stress_less_than_20: Number(formData.Yield_Stress_less_than_20), + Yield_Stress_between_20_and_neg40: Number(formData.Yield_Stress_between_20_and_neg40), + Yield_Stress_greater_than_40: Number(formData.Yield_Stress_greater_than_40), + Ultimate_Tensile_Stress: Number(formData.Ultimate_Tensile_Stress), + Elongation: Number(formData.Elongation), + }; + + try { + const url = `api/materialDetails/${itemData.id}/`; + const response = await apiClient(url, { + method: "PUT", + headers: { "Content-Type": "application/json" }, + body: JSON.stringify(payload), + }); + const data = await response.json(); + if (data.success) { + toast.success("Material updated successfully"); + setMaterials((prev) => + prev.map((m) => (m.id === itemData.id ? { ...m, ...payload } : m)) + ); + setEditModal({ isOpen: false, itemType: "", itemData: null, formData: {} }); + } else { + toast.error(data.message || "Failed to update material"); + } + } catch (err) { + console.error(err); + toast.error(err.message || "An error occurred while saving material"); + } + } else if (itemType === "section") { + if (!formData.Designation?.trim()) { + toast.error("Designation is required"); + return; + } + + const fields = getSectionFields(itemData.table); + const payload = { id: itemData.id }; + + for (const field of fields) { + if (field.type === "number") { + const val = formData[field.key]; + if (val === undefined || val === "" || val === null) { + payload[field.key] = null; + } else if (isNaN(Number(val))) { + toast.error(`Please enter a valid number for ${field.label}`); + return; + } else { + payload[field.key] = Number(val); + } + } else { + const strVal = formData[field.key]; + const isEmpty = strVal === undefined || strVal === null || String(strVal).trim() === ""; + payload[field.key] = isEmpty + ? (field.key === "Type" ? null : "") + : String(strVal); + } + } + + try { + const url = `${SECTIONS.customCreate}?table=${itemData.table}`; + const response = await apiClient(url, { + method: "PUT", + headers: { "Content-Type": "application/json" }, + body: JSON.stringify(payload), + }); + const data = await response.json(); + toast.success("Custom Section updated successfully"); + setSections((prev) => + prev.map((s) => (s.id === itemData.id && s.table === itemData.table ? { ...s, ...payload } : s)) + ); + setEditModal({ isOpen: false, itemType: "", itemData: null, formData: {} }); + } catch (err) { + console.error(err); + toast.error(err.message || "An error occurred while saving custom section"); + } + } + }; + + + // Search filter logic + const filteredProjects = projects.filter((p) => + p.name?.toLowerCase().includes(searchQuery.toLowerCase()) || + p.submodule?.toLowerCase().includes(searchQuery.toLowerCase()) + ); + + const filteredMaterials = materials.filter((m) => + m.Grade?.toLowerCase().includes(searchQuery.toLowerCase()) + ); + + const filteredSections = sections.filter((s) => + s.Designation?.toLowerCase().includes(searchQuery.toLowerCase()) || + s.table?.toLowerCase().includes(searchQuery.toLowerCase()) + ); + + return ( +
    +
    + {/* Sidebar Overlay on Mobile */} + {showSideBar && ( +
    +
    + )} + + {/* Sidebar for desktop */} +
    + + + +
    + + {/* Main Area */} +
    + {/* Backgrounds */} +
    +
    +
    +
    + +
    + {/* Header */} + +
    + + + {/* Scrollable Dashboard Body */} +
    + {/* Back breadcrumb & Title */} +
    +
    + +

    + My Personal Data +

    +

    + Manage and review all your custom-saved engineering items and models. +

    +
    + +
    + +
    +
    + + {/* Main Content Card (Glassmorphism layout) */} +
    + {/* Search & Navigation Controls */} +
    + {/* Tabs */} +
    + + + +
    + + {/* Search Input */} +
    + + + + + + setSearchQuery(e.target.value)} + className="w-full pl-10 pr-4 py-2 bg-gray-50 dark:bg-gray-800/40 border border-gray-200 dark:border-gray-700 rounded-xl text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green text-gray-900 dark:text-white" + /> +
    +
    + + {/* Dashboard Loading or List Render */} + {loading ? ( +
    +
    +

    + Retrieving your data configurations... +

    +
    + ) : ( +
    + {/* PROJECTS TAB */} + {activeTab === "projects" && ( + <> + {filteredProjects.length === 0 ? ( +
    + + + +

    No Projects Found

    +

    + {searchQuery ? "No matches for your search query." : "Save a project in any design module to see it listed here."} +

    +
    + ) : ( + + + + + + + + + + + {filteredProjects.map((project) => ( + + + + + + + ))} + +
    Project NameDesign TypeLast ModifiedActions
    + {project.name} + + {project.submodule || project.module || "Unknown"} + + {formatDate(project.updated_at)} + + + + + +
    + )} + + )} + + {/* MATERIALS TAB */} + {activeTab === "materials" && ( + <> + {filteredMaterials.length === 0 ? ( +
    + + + +

    No Custom Materials

    +

    + {searchQuery ? "No matching materials found." : "Add a custom steel material in your design configuration to see it here."} +

    +
    + ) : ( + + + + + + + + + + + + + + {filteredMaterials.map((mat) => ( + + + + + + + + + + ))} + +
    Grade NameYield strength (<20mm)Yield strength (20-40mm)Yield strength (>40mm)Tensile fu (MPa)Elongation (%)Actions
    + {mat.Grade} + {mat.Yield_Stress_less_than_20} MPa{mat.Yield_Stress_between_20_and_neg40} MPa{mat.Yield_Stress_greater_than_40} MPa{mat.Ultimate_Tensile_Stress} MPa{mat.Elongation}% + + {/* Edit Material button ā€” temporarily disabled + + */} + +
    + )} + + )} + + {/* SECTIONS TAB */} + {activeTab === "sections" && ( + <> + {filteredSections.length === 0 ? ( +
    + + + +

    No Custom Sections

    +

    + {searchQuery ? "No matching custom sections found." : "Import custom sections (e.g., Beams, Columns) to see them listed here."} +

    +
    + ) : ( + + + + + + + + + + + {filteredSections.map((sec) => ( + + + + + + + ))} + +
    DesignationSection TypeAdded OnActions
    + {sec.Designation} + + {sec.table} + + {formatDate(sec.created_at)} + + + {/* Edit Section button ā€” temporarily disabled + + */} + +
    + )} + + )} +
    + )} +
    +
    +
    +
    +
    + + {/* Rename Project Modal */} + + {renameModal.isOpen && ( +
    +
    +

    + Rename Project +

    + +
    +
    + + setRenameModal(prev => ({ ...prev, newName: e.target.value }))} + onKeyDown={(e) => { + if (e.key === "Enter") { + handleConfirmRename(); + } + }} + autoFocus + className="w-full px-3 py-2.5 bg-gray-50 dark:bg-gray-900 border border-gray-200 dark:border-gray-750 rounded-xl text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green text-gray-900 dark:text-white transition-all" + placeholder="Enter new project name" + /> +
    +
    + +
    + + +
    +
    +
    + )} +     + + {/* Styled Confirmation Warning Modal */} + + {deleteModal.isOpen && ( +
    +
    + {/* Warning indicator */} +
    + + + +
    + +

    + Delete {deleteModal.itemType === "section" ? "Custom Section" : deleteModal.itemType === "material" ? "Custom Material" : "Project"}? +

    + +

    + Are you sure you want to permanently delete "{deleteModal.itemLabel}"? This action cannot be undone and the item will be deleted permanently. +

    + +
    + + +
    +
    +
    + )} +     + + {/* View Details Modal */} + + {viewModal.isOpen && viewModal.itemData && ( +
    +
    +
    +

    + {viewModal.itemType === "material" ? "Custom Material Details" : `Custom ${viewModal.itemData.table.slice(0, -1)} Details`} +

    + +
    + +
    + {viewModal.itemType === "material" ? ( +
    + {MATERIAL_FIELDS.map((field) => ( +
    +
    {field.label}
    +
    + {viewModal.itemData[field.key]} + {field.suffix || ""} +
    +
    + ))} +
    + ) : ( +
    + {/* Group fields by category */} + {["General", "Dimensions", "Properties"].map((category) => { + const fields = getSectionFields(viewModal.itemData.table).filter(f => f.category === category); + if (fields.length === 0) return null; + return ( +
    +

    + {category} +

    +
    + {fields.map((field) => ( +
    +
    + {field.label} +
    +
    + {viewModal.itemData[field.key] !== null && viewModal.itemData[field.key] !== undefined + ? String(viewModal.itemData[field.key]) + : "N/A"} + + {field.unit ? ` ${field.unit}` : ""} + +
    +
    + ))} +
    +
    + ); + })} +
    + )} +
    + +
    + +
    +
    +
    + )} +     + + {/* Edit Properties Modal */} + + {editModal.isOpen && editModal.itemData && ( +
    +
    +
    +

    + {editModal.itemType === "material" ? "Edit Custom Material" : `Edit Custom ${editModal.itemData.table.slice(0, -1)}`} +

    + +
    + +
    + {editModal.itemType === "material" ? ( +
    + {MATERIAL_FIELDS.map((field) => ( +
    + + { + const val = e.target.value; + setEditModal(prev => ({ + ...prev, + formData: { + ...prev.formData, + [field.key]: val + } + })); + }} + className="w-full px-3 py-2 bg-gray-50 dark:bg-gray-900 border border-gray-200 dark:border-gray-750 rounded-xl text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green text-gray-900 dark:text-white transition-all" + /> +
    + ))} +
    + ) : ( +
    + {/* Group fields by category */} + {["General", "Dimensions", "Properties"].map((category) => { + const fields = getSectionFields(editModal.itemData.table).filter(f => f.category === category); + if (fields.length === 0) return null; + return ( +
    +

    + {category} +

    +
    + {fields.map((field) => ( +
    + + { + const val = e.target.value; + setEditModal(prev => ({ + ...prev, + formData: { + ...prev.formData, + [field.key]: val + } + })); + }} + className="w-full px-3 py-2 bg-gray-50 dark:bg-gray-900 border border-gray-200 dark:border-gray-750 rounded-xl text-sm focus:outline-none focus:ring-2 focus:ring-osdag-green text-gray-900 dark:text-white transition-all" + /> +
    + ))} +
    +
    + ); + })} +
    + )} +
    + +
    + + +
    +
    +
    + )} +     +
    + ); +}; + +export default MyDataPage; \ No newline at end of file diff --git a/frontend/src/homepage/pages/SelectModulePage.jsx b/frontend/src/homepage/pages/SelectModulePage.jsx new file mode 100644 index 000000000..40f216a31 --- /dev/null +++ b/frontend/src/homepage/pages/SelectModulePage.jsx @@ -0,0 +1,81 @@ +import { useState } from 'react'; +import Sidebar from '../components/Sidebar'; +import Header from '../components/Header'; +import TabbedModulePage from '../components/ModulesCardLayout'; +import { useParams } from 'react-router-dom'; +import mosLogo from '../../assets/homepage/mos_logo.png'; +import constructSteelLogo from '../../assets/homepage/constructsteel_logo.png'; +import moeLogo from '../../assets/homepage/moe_logo.png'; +import InsdagLogo from '../../assets/homepage/insdag_logo.png'; + +const SelectModulePage = () => { + const [showSideBar, setshowSideBar] = useState(false); + // Get module name from URL param + const { moduleName } = useParams(); + + return ( +
    +
    + {/* Sidebar mobile overlay */} + {showSideBar && ( +
    + {/* Overlay to close sidebar */} +
    + )} + + {/* Sidebar for large screens */} +
    + +
    + + {/* Main content with background and overlay */} +
    + {/* Background image */} +
    +
    +
    +
    + + {/* Foreground content */} +
    + {/* Header */} +
    + + {/* Main Content */} +
    +
    + +
    + + {/* Footer / Supported by logos */} +
    +
    + + Supported by: + +
    +
    + MOE Logo + MOS Logo + Construct Steel Logo + Insdag Logo +
    +
    +
    +
    +
    +
    +
    + ); +}; + +export default SelectModulePage; diff --git a/frontend/src/main.jsx b/frontend/src/main.jsx new file mode 100644 index 000000000..1ca050618 --- /dev/null +++ b/frontend/src/main.jsx @@ -0,0 +1,51 @@ +import React from 'react' +import ReactDOM from 'react-dom/client' +import App from './App.jsx' +import { AuthProvider } from './context/AuthContext' +import '@ant-design/v5-patch-for-react-19'; + +class RootErrorBoundary extends React.Component { + constructor(props) { + super(props); + this.state = { hasError: false, error: null }; + } + static getDerivedStateFromError(error) { + return { hasError: true, error }; + } + componentDidCatch(error, info) { + console.error( + 'šŸ”“ [ROOT BOUNDARY] Uncaught render error:', + '\nMessage:', error.message, + '\nComponent stack:', info.componentStack, + '\nFull error:', error + ); + } + render() { + if (this.state.hasError) { + return ( +
    +

    šŸ’„ Caught by Root Error Boundary

    +

    Error: {this.state.error?.message}

    +

    Check the browser console for the full component stack.

    + +
    + ); + } + return this.props.children; + } +} + +ReactDOM.createRoot(document.getElementById('root')).render( + + + + + + + +) diff --git a/frontend/src/modules/SimpleConnection/ButtJointBolted/ButtJointBolted.jsx b/frontend/src/modules/SimpleConnection/ButtJointBolted/ButtJointBolted.jsx new file mode 100644 index 000000000..8385ce9e3 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointBolted/ButtJointBolted.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { buttJointBoltedConfig } from './config/buttJointBoltedConfig'; +import { buttJointBoltedOutputConfig } from './config/buttJointBoltedOutputConfig'; + + +function ButtJointBolted() { + return ( + + ); +} + +export default ButtJointBolted; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointBolted/components/ButtJointBoltedOutputDock.jsx b/frontend/src/modules/SimpleConnection/ButtJointBolted/components/ButtJointBoltedOutputDock.jsx new file mode 100644 index 000000000..99374db63 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointBolted/components/ButtJointBoltedOutputDock.jsx @@ -0,0 +1,16 @@ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { buttJointBoltedOutputConfig } from "../config/buttJointBoltedOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function buttJointBoltedOutputDock({ output, extraState }) { + return ( + + ); +} + +export default buttJointBoltedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedConfig.js b/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedConfig.js new file mode 100644 index 000000000..4ba2a90f0 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedConfig.js @@ -0,0 +1,182 @@ +import { + KEY_MODULE, KEY_MATERIAL, KEY_AXIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_PLATE1_THICKNESS, KEY_PLATE2_THICKNESS, KEY_PLATE_WIDTH, + KEY_COVER_PLATE, KEY_DISP_COVER_PLT, + KEY_DISP_PLATE1_THICKNESS, KEY_DISP_PLATE_WIDTH, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DISP_PLATE2_THICKNESS, KEY_D, KEY_TYP, KEY_GRD, KEY_DP_BOLT_HOLE_TYPE, + KEY_DP_BOLT_TYPE, KEY_DESIGN_FOR, +} from "../../../../constants/DesignKeys"; +import { validateSimpleConnectionInputs } from "../../shared/validation"; + +export const buttJointBoltedConfig = { + sessionName: "Butt Joint Bolted", + routePath: "/design/connections/simple/butt_joint_bolted", + designType: "ButtJointBolted", + cameraKey: "Connection", + cadOptions: ["Model", "Plate 1", "Plate 2", "Cover Plate", "Bolts"], + + defaultInputs: { + axial_force: "60", + module: "Butt Joint Bolted", + plate1_thickness: [], + plate2_thickness: [], + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing Bolt", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + plate_width: "200", + material: "E 250 (Fe 410 W)A", + detailing_edge_type: "Sheared or hand flame cut", + cover_plate: "Single-Cover", + bolt_tension_type: "Non Pre-tensioned", + design_for: "Tension", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + + ], + + validateInputs: (inputs) => { + return validateSimpleConnectionInputs(inputs, { + moduleType: 'bolted' + }); + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + const list = Array.isArray(fullList) && fullList.length ? fullList : (Array.isArray(selectedList) ? selectedList : []); + return list.filter(item => item !== "All"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + return { + [KEY_MODULE]: "ButtJointBolted", + [KEY_PLATE1_THICKNESS]: String(inputs.plate1_thickness), + [KEY_PLATE2_THICKNESS]: String(inputs.plate2_thickness), + [KEY_PLATE_WIDTH]: String(inputs.plate_width), + [KEY_MATERIAL]: String(inputs.material), + [KEY_COVER_PLATE]: String(inputs.cover_plate), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_D]: getArrayParam(allSelected.bolt_diameter, lists.boltDiameterList, inputs.bolt_diameter), + [KEY_GRD]: getArrayParam(allSelected.bolt_grade, lists.propertyClassList, inputs.bolt_grade), + [KEY_TYP]: String(inputs.bolt_type), + [KEY_DP_BOLT_HOLE_TYPE]: String(inputs.bolt_hole_type), + [KEY_DP_BOLT_SLIP_FACTOR]: String(inputs.bolt_slip_factor), + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + [KEY_DP_BOLT_TYPE]: String(inputs.bolt_tension_type), + [KEY_DESIGN_FOR]: String(inputs.design_for), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "plate1_thickness", + label: KEY_DISP_PLATE1_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate1_thickness": value, + }); + } + }, + { + key: "plate2_thickness", + label: KEY_DISP_PLATE2_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate2_thickness": value, + }); + } + }, + { + key: "plate_width", + label: KEY_DISP_PLATE_WIDTH, + type: "number" + }, + { + key: "cover_plate", + label: KEY_DISP_COVER_PLT, + type: "select", + options: 'coverPlateList', + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "cover_plate": value, + }); + } + + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter (mm) *", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type *", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class *", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedOutputConfig.js b/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedOutputConfig.js new file mode 100644 index 000000000..7e0226ad2 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointBolted/config/buttJointBoltedOutputConfig.js @@ -0,0 +1,30 @@ +export const buttJointBoltedOutputConfig = { + sections: { + "Bolt Details": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Type_Provided", label: "Type" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Capacity", label: "Capacity (kN)" } + ], + "Bolt Design": [ + { key: "Bolt.number", label: "Number of Bolts" }, + { key: "PackingPlate thk", label: "Packing Plate thickness (mm)" }, + { key: "Bolt.Rows", label: "Rows of Bolts" }, + { key: "Bolt.Cols", label: "Columns of Bolts" }, + { key: "Bolt.UtilizationRatio", label: "Utilisation Ratio" }, + { key: "Design For", label: "Design For" }, + { key: "Plate.BaseCapacity", label: "Connected Plate Capacity (kN)" }, + { key: "Plate.BaseUtilization", label: "Connected Plate Utilization" }, + { key: "Bolt.Utilization", label: "Bolt Utilization" }, + { key: "Bolt.ConnLength", label: "Length of Connection (mm)" }, + ], + }, + + modals: {}, + + modalTypes: {}, + + modalData: {} +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointWelded/ButtJointWelded.jsx b/frontend/src/modules/SimpleConnection/ButtJointWelded/ButtJointWelded.jsx new file mode 100644 index 000000000..6adcc055b --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointWelded/ButtJointWelded.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { buttJointWeldedConfig } from './config/buttJointWeldedConfig'; +import { buttJointWeldedOutputConfig } from './config/buttJointWeldedOutputConfig'; + + +function ButtJointWelded() { + return ( + + ); +} + +export default ButtJointWelded; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointWelded/components/ButtJointWeldedOutputDock.jsx b/frontend/src/modules/SimpleConnection/ButtJointWelded/components/ButtJointWeldedOutputDock.jsx new file mode 100644 index 000000000..7d3cfe4d3 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointWelded/components/ButtJointWeldedOutputDock.jsx @@ -0,0 +1,16 @@ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { buttJointWeldedOutputConfig } from "../config/buttJointWeldedOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function buttJointWeldedOutputDock({ output, extraState }) { + return ( + + ); +} + +export default buttJointWeldedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedConfig.js b/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedConfig.js new file mode 100644 index 000000000..314923418 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedConfig.js @@ -0,0 +1,163 @@ +import { + KEY_MODULE, KEY_MATERIAL, KEY_AXIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_PLATE1_THICKNESS, KEY_PLATE2_THICKNESS, KEY_PLATE_WIDTH, KEY_WELD_SIZE, + KEY_COVER_PLATE, KEY_DISP_COVER_PLT, KEY_DP_DETAILING_PACKING_PLATE, + KEY_DISP_WELD_SIZE, KEY_DISP_PLATE1_THICKNESS, KEY_DISP_PLATE_WIDTH, + KEY_DISP_PLATE2_THICKNESS, KEY_DESIGN_FOR, + KEY_DP_WELD_TYPE, KEY_DP_WELD_MATERIAL_G_O +} from "../../../../constants/DesignKeys"; +import { validateSimpleConnectionInputs } from "../../shared/validation"; + +export const buttJointWeldedConfig = { + sessionName: "Butt Joint Welded", + routePath: "/design/connections/simple/butt_joint_welded", + designType: "ButtJointWelded", + cameraKey: "Connection", + cadOptions: ["Model", "Plate 1", "Plate 2", "Cover Plate", "Welds"], + + defaultInputs: { + axial_force: "60", + module: "Butt Joint Welded", + plate1_thickness: [], + plate2_thickness: [], + weld_size: [], + plate_width: "200", + material: "E 250 (Fe 410 W)A", + detailing_edge_type: "Sheared or hand flame cut", + detailing_packing_plate: "No", + cover_plate: "Single-Cover", + weld_fab: "Shop weld", + weld_material_grade: "290", + design_for: "Tension", + }, + + modalConfig: [ + { key: "weldSelect", inputKey: "weld_size", dataSource: "weldSizeList" }, + ], + + selectionConfig: [ + { key: "weldSizeSelect", inputKey: "weld_size", defaultValue: "All" }, + + ], + + validateInputs: (inputs) => { + // Validate inputs before API call - return early if invalid + return validateSimpleConnectionInputs(inputs, { + moduleType: 'welded' + }); + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + // Prefer full list; if not loaded yet, use already-synced selectedList (e.g. from useEffect) + const list = Array.isArray(fullList) && fullList.length ? fullList : (Array.isArray(selectedList) ? selectedList : []); + return list.filter(item => item !== "All"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + + return { + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + [KEY_DP_DETAILING_PACKING_PLATE]: String(inputs.detailing_packing_plate || "No"), + [KEY_MODULE]: "ButtJointWelded", + [KEY_PLATE1_THICKNESS]: String(inputs.plate1_thickness), + [KEY_PLATE2_THICKNESS]: String(inputs.plate2_thickness), + [KEY_PLATE_WIDTH]: String(inputs.plate_width), + [KEY_MATERIAL]: String(inputs.material), + [KEY_COVER_PLATE]: String(inputs.cover_plate), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_WELD_SIZE]: getArrayParam(allSelected.weld_size, lists.weldSizeList, inputs.weld_size), + [KEY_DESIGN_FOR]: String(inputs.design_for), + [KEY_DP_WELD_TYPE]: String(inputs.weld_fab || "Shop weld"), + [KEY_DP_WELD_MATERIAL_G_O]: String(inputs.weld_material_grade || ""), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "plate1_thickness", + label: KEY_DISP_PLATE1_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate1_thickness": value, + }); + } + }, + { + key: "plate2_thickness", + label: KEY_DISP_PLATE2_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate2_thickness": value, + }); + } + }, + { + key: "plate_width", + label: KEY_DISP_PLATE_WIDTH, + type: "number" + }, + + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "cover_plate", + label: KEY_DISP_COVER_PLT, + type: "select", + options: 'coverPlateList', + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "cover_plate": value, + }); + } + + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_size", + label: KEY_DISP_WELD_SIZE, + type: "customizable", + selectionKey: "weldSizeSelect", + modalKey: "weldSelect", + dataSource: "weldSizeList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedOutputConfig.js b/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedOutputConfig.js new file mode 100644 index 000000000..4f2600eb5 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/ButtJointWelded/config/buttJointWeldedOutputConfig.js @@ -0,0 +1,19 @@ +export const buttJointWeldedOutputConfig = { + sections: { + "Cover Plate Details": [ + { key: "Utilisation Ratio", label: "Utilisation Ratio" }, + { key: "No Cover Plate", label: "No Cover Plate" }, + { key: "Width of Cover Plate", label: "Width of Cover Plate" }, + { key: "Length of Cover Plate", label: "Length of Cover Plate" }, + { key: "Thickness of Cover Plate", label: "Thickness of Cover Plate" }, + ], + "Weld Details": [ + { key: "Weld.Type", label: "Type" }, + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Strength", label: "Strength (kN)" }, + { key: "Weld.EffLength", label: "Eff.Length (mm)" }, + { key: "Bolt.ConnLength", label: "Length of Connection (mm)" }, + { key: "Design For", label: "Design For" }, + ], + }, +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointBolted/LapJointBolted.jsx b/frontend/src/modules/SimpleConnection/LapJointBolted/LapJointBolted.jsx new file mode 100644 index 000000000..8cc46bb7e --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointBolted/LapJointBolted.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { lapJointBoltedConfig } from './config/lapJointBoltedConfig'; +import { lapJointBoltedOutputConfig } from './config/lapJointBoltedOutputConfig'; + + +function LapJointBolted() { + return ( + + ); +} + +export default LapJointBolted; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointBolted/components/LapJointBoltedOutputDock.jsx b/frontend/src/modules/SimpleConnection/LapJointBolted/components/LapJointBoltedOutputDock.jsx new file mode 100644 index 000000000..a6c789f4e --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointBolted/components/LapJointBoltedOutputDock.jsx @@ -0,0 +1,16 @@ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { lapJointBoltedOutputConfig } from "../config/lapJointBoltedOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function lapJointBoltedOutputDock({ output, extraState }) { + return ( + + ); +} + +export default lapJointBoltedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedConfig.js b/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedConfig.js new file mode 100644 index 000000000..4163fe311 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedConfig.js @@ -0,0 +1,166 @@ +import { + KEY_MODULE, KEY_MATERIAL, KEY_AXIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_PLATE1_THICKNESS, KEY_PLATE2_THICKNESS, KEY_PLATE_WIDTH, + KEY_DISP_PLATE1_THICKNESS, KEY_DISP_PLATE_WIDTH, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DISP_PLATE2_THICKNESS, KEY_D, KEY_TYP, KEY_GRD, KEY_DP_BOLT_HOLE_TYPE, + KEY_DP_BOLT_TYPE, KEY_DESIGN_FOR, +} from "../../../../constants/DesignKeys"; +import { validateSimpleConnectionInputs } from "../../shared/validation"; + +export const lapJointBoltedConfig = { + sessionName: "Lap Joint Bolted", + routePath: "/design/connections/simple/lap_joint_bolted", + designType: "LapJointBolted", + cameraKey: "Connection", + cadOptions: ["Model", "Plate 1", "Plate 2", "Bolts"], + + defaultInputs: { + axial_force: "60", + module: "Lap Joint Bolted", + plate1_thickness: [], + plate2_thickness: [], + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing Bolt", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + plate_width: "200", + material: "E 250 (Fe 410 W)A", + detailing_edge_type: "Sheared or hand flame cut", + bolt_tension_type: "Non Pre-tensioned", + design_for: "Tension", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + + ], + + validateInputs: (inputs) => { + return validateSimpleConnectionInputs(inputs, { + moduleType: 'bolted' + }); + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + const list = Array.isArray(fullList) && fullList.length ? fullList : (Array.isArray(selectedList) ? selectedList : []); + return list.filter(item => item !== "All"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + return { + [KEY_MODULE]: "LapJointBolted", + [KEY_PLATE1_THICKNESS]: String(inputs.plate1_thickness), + [KEY_PLATE2_THICKNESS]: String(inputs.plate2_thickness), + [KEY_PLATE_WIDTH]: String(inputs.plate_width), + [KEY_MATERIAL]: String(inputs.material), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_D]: getArrayParam(allSelected.bolt_diameter, lists.boltDiameterList, inputs.bolt_diameter), + [KEY_GRD]: getArrayParam(allSelected.bolt_grade, lists.propertyClassList, inputs.bolt_grade), + [KEY_TYP]: String(inputs.bolt_type), + [KEY_DP_BOLT_HOLE_TYPE]: String(inputs.bolt_hole_type), + [KEY_DP_BOLT_SLIP_FACTOR]: String(inputs.bolt_slip_factor), + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + [KEY_DP_BOLT_TYPE]: String(inputs.bolt_tension_type), + [KEY_DESIGN_FOR]: String(inputs.design_for), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "plate1_thickness", + label: KEY_DISP_PLATE1_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate1_thickness": value, + }); + } + }, + { + key: "plate2_thickness", + label: KEY_DISP_PLATE2_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate2_thickness": value, + }); + } + }, + { + key: "plate_width", + label: KEY_DISP_PLATE_WIDTH, + type: "number" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter (mm) *", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type *", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class *", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedOutputConfig.js b/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedOutputConfig.js new file mode 100644 index 000000000..dd7147980 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointBolted/config/lapJointBoltedOutputConfig.js @@ -0,0 +1,68 @@ +export const lapJointBoltedOutputConfig = { + sections: { + "Bolt Details": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Type_Provided", label: "Type" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Capacity", label: "Capacity (kN)" }, + { key: "Bolt.Slip", label: "Slip Resistance" } + ], + "Bolt Design": [ + { key: "Bolt.number", label: "Number of Bolts" }, + { key: "Bolt.Rows", label: "Rows of Bolts" }, + { key: "Bolt.Cols", label: "Columns of Bolts" }, + { key: "Bolt.ConnLength", label: "Length of Connection (mm)" }, + { key: "Bolt.UtilizationRatio", label: "Utilisation Ratio" }, + { key: "Design For", label: "Design For" }, + { key: "Plate.BaseCapacity", label: "Base Metal Capacity (kN)" }, + { key: "Plate.BaseUtilization", label: "Base Metal Utilization" }, + { key: "Bolt.Utilization", label: "Bolt Utilization" }, + { key: "SpacingModal", label: "Spacing Details" }, + ], + }, + + modals: { + SpacingModal: { type: "spacing", buttonText: "Spacing Details" } + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + hasImage: true, + note: "Representative Image for Spacing Details - 3 x 3 pattern considered" + } + }, + + modalData: { + spacing: { + SpacingModal: { + fields: [ + { key: "Bolt.Pitch", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "Bolt.Gauge", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist", label: "Edge Distance (mm)" }, + { key: "PlateWidth", label: "Member Depth (mm)" }, + { key: "Bolt.Diameter", label: "Hole Diameter (mm)" }, + ], + diagram: { + origin: "right", + props: { + plateWidth: "Bolt.ConnLength", + plateHeight: "PlateWidth", + rows: "Bolt.Rows", + cols: "Bolt.Cols", + end: "Bolt.EndDist", + pitch: "Bolt.Gauge", + gauge: "Bolt.Pitch", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + } + } +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointWelded/LapJointWelded.jsx b/frontend/src/modules/SimpleConnection/LapJointWelded/LapJointWelded.jsx new file mode 100644 index 000000000..e772f21a1 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointWelded/LapJointWelded.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { lapJointWeldedConfig } from './config/lapJointWeldedConfig'; +import { lapJointWeldedOutputConfig } from './config/lapJointWeldedOutputConfig'; + + +function LapJointWelded() { + return ( + + ); +} + +export default LapJointWelded; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointWelded/components/LapJointWeldedOutputDock.jsx b/frontend/src/modules/SimpleConnection/LapJointWelded/components/LapJointWeldedOutputDock.jsx new file mode 100644 index 000000000..1480f2d52 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointWelded/components/LapJointWeldedOutputDock.jsx @@ -0,0 +1,16 @@ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { lapJointWeldedOutputConfig } from "../config/lapJointWeldedOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function lapJointWeldedOutputDock({ output, extraState }) { + return ( + + ); +} + +export default lapJointWeldedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedConfig.js b/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedConfig.js new file mode 100644 index 000000000..2ce64ea71 --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedConfig.js @@ -0,0 +1,145 @@ +import { + KEY_MODULE, KEY_MATERIAL, KEY_AXIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_PLATE1_THICKNESS, KEY_PLATE2_THICKNESS, KEY_PLATE_WIDTH, KEY_WELD_SIZE, + KEY_DISP_WELD_SIZE, KEY_DISP_PLATE1_THICKNESS, KEY_DISP_PLATE_WIDTH, + KEY_DISP_PLATE2_THICKNESS, + KEY_DESIGN_FOR, + KEY_DP_WELD_TYPE, KEY_DP_WELD_MATERIAL_G_O +} from "../../../../constants/DesignKeys"; +import { validateSimpleConnectionInputs } from "../../shared/validation"; + +export const lapJointWeldedConfig = { + sessionName: "Lap Joint Welded", + routePath: "/design/connections/simple/lap_joint_welded", + designType: "LapJointWelded", + cameraKey: "Connection", + cadOptions: ["Model", "Plate 1", "Plate 2", "Welds"], + + defaultInputs: { + axial_force: "60", + module: "Lap Joint Welded", + plate1_thickness: [], + plate2_thickness: [], + weld_size: [], + plate_width: "200", + material: "E 250 (Fe 410 W)A", + detailing_edge_type: "Sheared or hand flame cut", + weld_fab: "Shop weld", + weld_material_grade: "290", + design_for: "Tension", + }, + + modalConfig: [ + { key: "weldSelect", inputKey: "weld_size", dataSource: "weldSizeList" }, + ], + + selectionConfig: [ + { key: "weldSizeSelect", inputKey: "weld_size", defaultValue: "All" }, + + ], + + validateInputs: (inputs) => { + // Validate inputs before API call - return early if invalid + return validateSimpleConnectionInputs(inputs, { + moduleType: 'welded' + }); + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + // Prefer full list; if not loaded yet, use already-synced selectedList (e.g. from useEffect) + const list = Array.isArray(fullList) && fullList.length ? fullList : (Array.isArray(selectedList) ? selectedList : []); + return list.filter(item => item !== "All"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + + return { + [KEY_MODULE]: "LapJointWelded", + [KEY_PLATE1_THICKNESS]: String(inputs.plate1_thickness), + [KEY_PLATE2_THICKNESS]: String(inputs.plate2_thickness), + [KEY_PLATE_WIDTH]: String(inputs.plate_width), + [KEY_MATERIAL]: String(inputs.material), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_WELD_SIZE]: getArrayParam(allSelected.weld_size, lists.weldSizeList, inputs.weld_size), + [KEY_DESIGN_FOR]: String(inputs.design_for), + [KEY_DP_WELD_TYPE]: String(inputs.weld_fab || "Shop weld"), + [KEY_DP_WELD_MATERIAL_G_O]: String(inputs.weld_material_grade || ""), + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "plate1_thickness", + label: KEY_DISP_PLATE1_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate1_thickness": value, + }); + } + }, + { + key: "plate2_thickness", + label: KEY_DISP_PLATE2_THICKNESS, + type: "select", + options: "thicknessList", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + "plate2_thickness": value, + }); + } + }, + { + key: "plate_width", + label: KEY_DISP_PLATE_WIDTH, + type: "number" + }, + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_size", + label: KEY_DISP_WELD_SIZE, + type: "customizable", + selectionKey: "weldSizeSelect", + modalKey: "weldSelect", + dataSource: "weldSizeList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedOutputConfig.js b/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedOutputConfig.js new file mode 100644 index 000000000..35d248c0b --- /dev/null +++ b/frontend/src/modules/SimpleConnection/LapJointWelded/config/lapJointWeldedOutputConfig.js @@ -0,0 +1,19 @@ +export const lapJointWeldedOutputConfig = { + sections: { + "Weld Details": [ + { key: "Utilisation Ratio", label: "Utilisation Ratio" }, + { key: "Weld.Type", label: "Type" }, + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Strength", label: "Strength (kN)" }, + { key: "Weld.EffLength", label: "Eff.Length (mm)" }, + { key: "Bolt.ConnLength", label: "Length of Connection (mm)" }, + { key: "Design For", label: "Design For" }, + ], + }, + + modals: {}, + + modalTypes: {}, + + modalData: {} +}; \ No newline at end of file diff --git a/frontend/src/modules/SimpleConnection/shared/validation.js b/frontend/src/modules/SimpleConnection/shared/validation.js new file mode 100644 index 000000000..0e9eac43d --- /dev/null +++ b/frontend/src/modules/SimpleConnection/shared/validation.js @@ -0,0 +1,140 @@ +/** + * Shared validation utility for simple connection modules. + * Provides consistent validation logic across all simple connection types. + */ + +/** + * Validates simple connection inputs + * @param {Object} inputs - Input values object + * @param {Object} extraState - Extra state (optional, not used) + * @param {Object} lists - Lists object (optional, not used) + * @param {Object} selectionStates - Selection states (optional, not used) + * @param {Object} options - Validation options (if called with options object directly) + * @param {string} options.moduleType - 'bolted' or 'welded' + * @returns {Object} Validation result with isValid, errors, and message + */ +export function validateSimpleConnectionInputs(inputs, extraStateOrOptions, lists) { + // Handle both calling patterns: + // 1. validateSimpleConnectionInputs(inputs, { moduleType: 'bolted' }) + // 2. validateSimpleConnectionInputs(inputs, extraState, lists, selectionStates) + let moduleType = 'bolted'; + if (extraStateOrOptions && typeof extraStateOrOptions === 'object' && !Array.isArray(extraStateOrOptions)) { + if (extraStateOrOptions.moduleType) { + // Called with options object + moduleType = extraStateOrOptions.moduleType; + } else if (lists && lists.moduleType) { + // Try to get from lists if it's there + moduleType = lists.moduleType; + } + } + const errors = []; + + // Required fields validation + const materialStr = String(inputs.material || '').trim(); + if (!materialStr || materialStr === 'Select Material') { + errors.push({ field: 'material', message: 'Material is required' }); + } + + const plateWidthStr = String(inputs.plate_width || '').trim(); + if (!plateWidthStr) { + errors.push({ field: 'plate_width', message: 'Plate width is required' }); + } else { + const plateWidth = parseFloat(plateWidthStr); + if (isNaN(plateWidth) || plateWidth <= 0) { + errors.push({ field: 'plate_width', message: 'Plate width must be greater than zero' }); + } + } + + const axialForceStr = String(inputs.axial_force || '').trim(); + if (!axialForceStr) { + errors.push({ field: 'axial_force', message: 'Axial force is required' }); + } else { + const axialForce = parseFloat(axialForceStr); + if (isNaN(axialForce) || axialForce <= 0) { + errors.push({ field: 'axial_force', message: 'Axial force must be greater than zero' }); + } + } + + const plate1Thickness = inputs.plate1_thickness; + if (!plate1Thickness || + (Array.isArray(plate1Thickness) && plate1Thickness.length === 0) || + (!Array.isArray(plate1Thickness) && String(plate1Thickness || '').trim() === '')) { + errors.push({ field: 'plate1_thickness', message: 'Plate 1 thickness is required' }); + } else { + const plate1ThicknessVal = Array.isArray(plate1Thickness) + ? plate1Thickness[0] + : plate1Thickness; + const thickness1 = parseFloat(plate1ThicknessVal); + if (isNaN(thickness1) || thickness1 <= 0) { + errors.push({ field: 'plate1_thickness', message: 'Plate 1 thickness must be greater than zero' }); + } + } + + const plate2Thickness = inputs.plate2_thickness; + if (!plate2Thickness || + (Array.isArray(plate2Thickness) && plate2Thickness.length === 0) || + (!Array.isArray(plate2Thickness) && String(plate2Thickness || '').trim() === '')) { + errors.push({ field: 'plate2_thickness', message: 'Plate 2 thickness is required' }); + } else { + const plate2ThicknessVal = Array.isArray(plate2Thickness) + ? plate2Thickness[0] + : plate2Thickness; + const thickness2 = parseFloat(plate2ThicknessVal); + if (isNaN(thickness2) || thickness2 <= 0) { + errors.push({ field: 'plate2_thickness', message: 'Plate 2 thickness must be greater than zero' }); + } + } + + // Module-specific validations + if (moduleType === 'bolted') { + // Validate bolt diameter + if (!inputs.bolt_diameter || + (Array.isArray(inputs.bolt_diameter) && inputs.bolt_diameter.length === 0) || + (!Array.isArray(inputs.bolt_diameter) && inputs.bolt_diameter === 'All')) { + errors.push({ field: 'bolt_diameter', message: 'At least one bolt diameter must be selected' }); + } + + // Validate bolt grade + if (!inputs.bolt_grade || + (Array.isArray(inputs.bolt_grade) && inputs.bolt_grade.length === 0) || + (!Array.isArray(inputs.bolt_grade) && inputs.bolt_grade === 'All')) { + errors.push({ field: 'bolt_grade', message: 'At least one bolt grade must be selected' }); + } + + // Validate slip factor range + if (inputs.bolt_slip_factor) { + const slipFactor = parseFloat(inputs.bolt_slip_factor); + if (isNaN(slipFactor) || slipFactor <= 0 || slipFactor > 1.0) { + errors.push({ field: 'bolt_slip_factor', message: 'Slip factor must be between 0 and 1.0' }); + } + } + } else if (moduleType === 'welded') { + // Validate weld size + const weldSize = inputs.weld_size; + if (!weldSize || + (Array.isArray(weldSize) && weldSize.length === 0) || + (!Array.isArray(weldSize) && String(weldSize || '').trim() === '')) { + errors.push({ field: 'weld_size', message: 'Weld size is required' }); + } else { + const weldSizeVal = Array.isArray(weldSize) + ? weldSize[0] + : weldSize; + const size = parseFloat(weldSizeVal); + if (isNaN(size) || size <= 0) { + errors.push({ field: 'weld_size', message: 'Weld size must be greater than zero' }); + } + } + } + + // Build error message + const message = errors.length > 0 + ? errors.map(e => e.message).join('; ') + : ''; + + return { + isValid: errors.length === 0, + errors: errors, + message: message + }; +} + diff --git a/frontend/src/modules/TensionMembers/BoltedToEnd/BoltedToEnd.jsx b/frontend/src/modules/TensionMembers/BoltedToEnd/BoltedToEnd.jsx new file mode 100644 index 000000000..e6a38c493 --- /dev/null +++ b/frontend/src/modules/TensionMembers/BoltedToEnd/BoltedToEnd.jsx @@ -0,0 +1,16 @@ +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { boltedToEndConfig } from './configs/boltedToEndConfig'; +import { boltedToEndOutputConfig } from './configs/boltedToEndOutputConfig'; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function BoltedToEnd() { + return ( + + ); +} + +export default BoltedToEnd; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/BoltedToEnd/components/BoltedToEndOutputDock.jsx b/frontend/src/modules/TensionMembers/BoltedToEnd/components/BoltedToEndOutputDock.jsx new file mode 100644 index 000000000..94aa19e1b --- /dev/null +++ b/frontend/src/modules/TensionMembers/BoltedToEnd/components/BoltedToEndOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { boltedToEndOutputConfig } from "../configs/boltedToEndOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function BoltedToEndOutputDock({ output, extraState }) { + return ( + + ); +} + +export default BoltedToEndOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndConfig.js b/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndConfig.js new file mode 100644 index 000000000..6fe7100f9 --- /dev/null +++ b/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndConfig.js @@ -0,0 +1,274 @@ +import ANGLES from "../../../../assets/TensionMember/Angles.png"; +import BACK_TO_BACK_ANGLES from "../../../../assets/TensionMember/back_back_angles.png"; +import STAR_ANGLES from "../../../../assets/TensionMember/star_angles.png"; +import CHANNELS from "../../../../assets/TensionMember/Channels.png"; +import ErrorImg from "../../../../assets/notSelected.png"; +import { + KEY_MODULE, KEY_SEC_PROFILE, KEY_LOCATION, KEY_SECSIZE, KEY_MATERIAL, + KEY_LENGTH, KEY_AXIAL, KEY_D, KEY_TYP, KEY_GRD, KEY_DP_BOLT_HOLE_TYPE, + KEY_DP_BOLT_SLIP_FACTOR, KEY_CONNECTOR_MATERIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_DP_DETAILING_GAP, KEY_DP_DETAILING_CORROSIVE_INFLUENCES, + KEY_DP_DESIGN_METHOD, KEY_PLATETHK, KEY_SEC_MATERIAL +} from "../../../../constants/DesignKeys"; + +export const boltedToEndConfig = { + sessionName: "Tension Member Bolted Design", + routePath: "/design/tension-member/bolted_to_end_gusset", + designType: "Tension-Member-Bolted-Design", + cameraKey: "TensionMember", + cadOptions: ["Model", "Member", "Plate"], + + defaultInputs: { + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing Bolt", + connector_material: "E 250 (Fe 410 W)A", + section_profile: "Back to Back Angles", + location: "Long Leg", + length: "1250", + axial_force: "60", + module: "Tension Member Bolted Design", + plate_thickness: [], + section_designation: [], + material: "E 250 (Fe 410 W)A", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + member_designation: "All", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, // Dynamic data source handled in EngineeringModule + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + // Helper function to get section image based on profile + getSectionImage: (profile) => { + switch (profile) { + case "Angles": + return ANGLES; + case "Back to Back Angles": + return BACK_TO_BACK_ANGLES; + case "Star Angles": + return STAR_ANGLES; + case "Channels": + return CHANNELS; + default: + return ErrorImg; + } + }, + + // Helper function to get location options based on profile + getLocationOptions: (profile) => { + if (profile && profile.includes("Angle")) { + return [ + { value: "Long Leg", label: "Long Leg" }, + { value: "Short Leg", label: "Short Leg" } + ]; + } + return [{ value: "Web", label: "Web" }]; + }, + + // Helper function to get section list based on profile + getDynamicSectionList: (profile, angleList, channelList) => { + if (profile && profile.includes("Angle")) { + return angleList || []; + } + return channelList || []; + }, + + validateInputs: (inputs) => { + if (!inputs.section_designation || + !inputs.length || + + inputs.section_designation === "Select Section") { + return { isValid: false, message: "Please input all the required fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + // Exclude "All" if present in the list + return fullList.filter(item => item !== "All"); + } + // Ensure always array + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + + const dynamicSectionList = boltedToEndConfig.getDynamicSectionList( + inputs.section_profile, + lists.angleList, + lists.channelList + ); + + return { + [KEY_DP_BOLT_HOLE_TYPE]: String(inputs.bolt_hole_type), + [KEY_D]: getArrayParam(allSelected.bolt_diameter, lists.boltDiameterList, inputs.bolt_diameter), + [KEY_GRD]: getArrayParam(allSelected.bolt_grade, lists.propertyClassList, inputs.bolt_grade), + [KEY_DP_BOLT_SLIP_FACTOR]: String(inputs.bolt_slip_factor), + [KEY_TYP]: String(inputs.bolt_type), + [KEY_CONNECTOR_MATERIAL]: String(inputs.connector_material), + [KEY_MATERIAL]: String(inputs.material), + [KEY_SEC_MATERIAL]: String(inputs.material), + [KEY_DP_DESIGN_METHOD]: String(inputs.design_method), + [KEY_DP_DETAILING_CORROSIVE_INFLUENCES]: String(inputs.detailing_corr_status), + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + [KEY_DP_DETAILING_GAP]: String(inputs.detailing_gap), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_SECSIZE]: allSelected.section_designation + ? dynamicSectionList // Entire list if "All" selected + : (Array.isArray(inputs.section_designation) + ? inputs.section_designation + : [inputs.section_designation || ""]), + [KEY_LENGTH]: String(inputs.length), + [KEY_SEC_PROFILE]: String(inputs.section_profile), + [KEY_LOCATION]: String(inputs.location), + [KEY_MODULE]: "Tension-Member-Bolted-Design", + [KEY_PLATETHK]: getArrayParam(allSelected.plate_thickness, lists.thicknessList, inputs.plate_thickness), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "sectionProfileList", + onChange: (value, setInputs, _contextData, setExtraState) => { + // Update image and reset section designation when profile changes + const imageSource = boltedToEndConfig.getSectionImage(value); + setExtraState((extState) => ({ + ...extState, + selectedProfile: value, + imageSource: imageSource + })); + setInputs((inps) => ({ + ...inps, + section_profile: value, + section_designation: [], // Reset section designation + location: boltedToEndConfig.getLocationOptions(value)[0]?.value || "Long Leg" + })); + } + }, + { + key: "profile_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState) => extraState?.imageSource || BACK_TO_BACK_ANGLES, + height: "100px", + width: "100px" + }, + { + key: "location", + label: "Conn_Location *", + type: "dynamicSelect", + getOptions: (inputs) => { + return boltedToEndConfig.getLocationOptions(inputs.section_profile); + } + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + getDynamicDataSource: (inputs, contextData) => { + return boltedToEndConfig.getDynamicSectionList( + inputs.section_profile, + contextData.angleList, + contextData.channelList + ); + } + }, + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "length", + label: "Length (mm) *", + type: "number" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter (mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type *", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class *", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness (mm)", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndOutputConfig.js b/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndOutputConfig.js new file mode 100644 index 000000000..b3be8cce2 --- /dev/null +++ b/frontend/src/modules/TensionMembers/BoltedToEnd/configs/boltedToEndOutputConfig.js @@ -0,0 +1,119 @@ +export const boltedToEndOutputConfig = { + sections: { + + "Section Details": [ + { key: "section_size.designation", label: "Designation" }, + { key: "Member.tension_yielding", label: "Tension Yielding Capacity (kN)" }, + { key: "Member.tension_rupture", label: "Tension Rupture Capacity (kN)" }, + { key: "Member.tension_blockshear", label: "Block Shear Capacity (kN)" }, + { key: "SectionPatternModal", label: "Pattern" }, + { key: "Member.tension_capacity", label: "Tension Capacity (kN)" }, + { key: "Member.Slenderness", label: "Slenderness Ratio" }, + { key: "Member.efficiency", label: "Utilization Ratio" } + ], + + "Bolt Details": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "bolt.long_joint", label: "Long Joint Red. Factor" }, + { key: "bolt.large_grip", label: "Large Grip Red. Factor" }, + { key: "Bolt.Capacity", label: "Capacity (kN)" }, + { key: "Bolt.Force (kN)", label: "Bolt Force (kN)" }, + { key: "SpacingModal", label: "Spacing" } + ], + + "Gusset Plate Details": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Min. Height (mm)" }, + { key: "Plate.Length", label: "Min. Plate Length (mm)" }, + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)" }, + { key: "Plate.Rupture", label: "Tension Rupture Capacity (kN)" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)" }, + { key: "PlatePatternModal", label: "Pattern" }, + { key: "Plate.Capacity", label: "Tension Capacity (kN)" } + ], + + "Connection Details": [ + { key: "Intermittent.Connection", label: "Connection (nos)" }, + { key: "Intermittent.Spacing", label: "Spacing (mm)" } + ], + + "Intermittent Bolt Details": [ + { key: "Bolt.InterDiameter", label: "Diameter (mm)" }, + { key: "Bolt.InterGrade", label: "Grade" }, + { key: "Bolt.InterLine", label: "Columns (nos)" }, + { key: "Bolt.InterOneLine", label: "Rows (nos)" } + ], + + "Plate Details": [ + { key: "Plate.InterHeight", label: "Height (mm)" }, + { key: "Plate.InterLength", label: "Length (mm)" } + ] + }, + + modals: { + SpacingModal: { type: "spacing", buttonText: "Spacing" }, + PlateCapacityModal: { type: "capacity", buttonText: "Capacity" }, + SectionPatternModal: { type: "pattern", buttonText: "Pattern" }, + PlatePatternModal: { type: "pattern", buttonText: "Pattern" } + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram" + }, + capacity: { + title: "Capacity Details", + width: "68%", + layout: "capacity-complex", + hasImage: true + }, + pattern: { + title: "Shear Pattern", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "plate_block_shear" + } + }, + + modalData: { + spacing: { + SpacingModal: { + fields: [ + { key: "Bolt.Pitch", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "Bolt.Gauge", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist", label: "Edge Distance (mm)" } + ], + diagram: { + origin: "right", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter" + } + } + } + }, + + capacity: { + PlateCapacityModal: [ + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)" }, + { key: "Plate.Rupture", label: "Tension Rupture Capacity (kN)" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)" }, + { key: "Plate.Capacity", label: "Tension Capacity (kN)" } + ] + } + } +}; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/WeldedToEnd/WeldedToEnd.jsx b/frontend/src/modules/TensionMembers/WeldedToEnd/WeldedToEnd.jsx new file mode 100644 index 000000000..3b7a6d515 --- /dev/null +++ b/frontend/src/modules/TensionMembers/WeldedToEnd/WeldedToEnd.jsx @@ -0,0 +1,16 @@ +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { weldedToEndConfig } from './configs/weldedToEndConfig'; +import { weldedToEndOutputConfig } from './configs/weldedToEndOutputConfig'; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function WeldedToEnd() { + return ( + + ); +} + +export default WeldedToEnd; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/WeldedToEnd/components/WeldedToEndOutputDock.jsx b/frontend/src/modules/TensionMembers/WeldedToEnd/components/WeldedToEndOutputDock.jsx new file mode 100644 index 000000000..65b69cb44 --- /dev/null +++ b/frontend/src/modules/TensionMembers/WeldedToEnd/components/WeldedToEndOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { weldedToEndOutputConfig } from "../configs/weldedToEndOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +function WeldedToEndOutputDock({ output, extraState }) { + return ( + + ); +} + +export default WeldedToEndOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndConfig.js b/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndConfig.js new file mode 100644 index 000000000..f1f291d4f --- /dev/null +++ b/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndConfig.js @@ -0,0 +1,222 @@ +import ANGLES from "../../../../assets/TensionMember/Angles.png"; +import BACK_TO_BACK_ANGLES from "../../../../assets/TensionMember/back_back_angles.png"; +import STAR_ANGLES from "../../../../assets/TensionMember/star_angles.png"; +import CHANNELS from "../../../../assets/TensionMember/Channels.png"; +import ErrorImg from "../../../../assets/notSelected.png"; +import { + KEY_MODULE, KEY_SEC_PROFILE, KEY_LOCATION, KEY_SECSIZE, KEY_MATERIAL, + KEY_LENGTH, KEY_AXIAL, KEY_CONNECTOR_MATERIAL, KEY_DP_DETAILING_EDGE_TYPE, + KEY_DP_DETAILING_GAP, KEY_DP_DETAILING_CORROSIVE_INFLUENCES, + KEY_DP_DESIGN_METHOD, KEY_PLATETHK, KEY_SEC_MATERIAL +} from "../../../../constants/DesignKeys"; + +export const weldedToEndConfig = { + sessionName: "Tension Member Welded Design", + routePath: "/design/tension-member/welded_to_end_gusset", + designType: "Tension-Member-Welded-Design", + cameraKey: "TensionMember", + cadOptions: ["Model", "Member", "Plate"], + + defaultInputs: { + connector_material: "E 250 (Fe 410 W)A", + section_profile: "Back to Back Angles", + location: "Long Leg", + length: "1250", + axial_force: "60", + module: "Tension Member Bolted Design", + plate_thickness: [], + section_designation: [], + material: "E 250 (Fe 410 W)A", + member_designation: "All", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + }, + + modalConfig: [ + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, // Dynamic data source handled in EngineeringModule + ], + + selectionConfig: [ + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + // Helper function to get section image based on profile + getSectionImage: (profile) => { + switch (profile) { + case "Angles": + return ANGLES; + case "Back to Back Angles": + return BACK_TO_BACK_ANGLES; + case "Star Angles": + return STAR_ANGLES; + case "Channels": + return CHANNELS; + default: + return ErrorImg; + } + }, + + // Helper function to get location options based on profile + getLocationOptions: (profile) => { + if (profile && profile.includes("Angle")) { + return [ + { value: "Long Leg", label: "Long Leg" }, + { value: "Short Leg", label: "Short Leg" } + ]; + } + return [{ value: "Web", label: "Web" }]; + }, + + // Helper function to get section list based on profile + getDynamicSectionList: (profile, angleList, channelList) => { + if (profile && profile.includes("Angle")) { + return angleList || []; + } + return channelList || []; + }, + + validateInputs: (inputs) => { + if (!inputs.section_designation || + !inputs.length || + + inputs.section_designation === "Select Section") { + return { isValid: false, message: "Please input all the required fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + return fullList.filter(item => item !== "All"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All"); + } + return [selectedList].filter(item => item !== "All"); + }; + + const dynamicSectionList = weldedToEndConfig.getDynamicSectionList( + inputs.section_profile, + lists.angleList, + lists.channelList + ); + + return { + [KEY_CONNECTOR_MATERIAL]: String(inputs.connector_material), + [KEY_MATERIAL]: String(inputs.material), + [KEY_SEC_MATERIAL]: String(inputs.material), + [KEY_DP_DESIGN_METHOD]: String(inputs.design_method), + [KEY_DP_DETAILING_CORROSIVE_INFLUENCES]: String(inputs.detailing_corr_status), + [KEY_DP_DETAILING_EDGE_TYPE]: String(inputs.detailing_edge_type), + [KEY_DP_DETAILING_GAP]: String(inputs.detailing_gap), + [KEY_AXIAL]: String(inputs.axial_force), + [KEY_SECSIZE]: dynamicSectionList, + [KEY_LENGTH]: String(inputs.length), + [KEY_SEC_PROFILE]: String(inputs.section_profile), + [KEY_LOCATION]: String(inputs.location), + [KEY_MODULE]: "Tension-Member-Welded-Design", + [KEY_PLATETHK]: getArrayParam(allSelected.plate_thickness, lists.thicknessList, inputs.plate_thickness), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "sectionProfileList", + onChange: (value, inputs, setInputs, _contextData, _extraState, setExtraState) => { + const imageSource = weldedToEndConfig.getSectionImage(value); + setExtraState((extState) => ({ + ...extState, + selectedProfile: value, + imageSource: imageSource + })); + setInputs((inps) => ({ + ...inps, + section_profile: value, + section_designation: [], + location: weldedToEndConfig.getLocationOptions(value)[0]?.value || "Long Leg" + })); + } + }, + { + key: "profile_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState) => extraState?.imageSource || BACK_TO_BACK_ANGLES, + height: "100px", + width: "100px" + }, + { + key: "location", + label: "Conn_Location *", + type: "dynamicSelect", + getOptions: (inputs) => { + return weldedToEndConfig.getLocationOptions(inputs.section_profile); + } + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + getDynamicDataSource: (inputs, contextData) => { + return weldedToEndConfig.getDynamicSectionList( + inputs.section_profile, + contextData.angleList, + contextData.channelList + ); + } + }, + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "length", + label: "Length (mm) *", + type: "number" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness (mm)", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndOutputConfig.js b/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndOutputConfig.js new file mode 100644 index 000000000..d397a11fb --- /dev/null +++ b/frontend/src/modules/TensionMembers/WeldedToEnd/configs/weldedToEndOutputConfig.js @@ -0,0 +1,71 @@ +export const weldedToEndOutputConfig = { + sections: { + "Section Details": [ + { key: "section_size.designation", label: "Designation" }, + { key: "Member.tension_yielding", label: "Tension Yielding Capacity (kN)" }, + { key: "Member.tension_rupture", label: "Tension Rupture Capacity (kN)" }, + { key: "Member.tension_capacity", label: "Tension Capacity (kN)" }, + { key: "Member.Slenderness", label: "Slenderness ratio" }, + { key: "Member.efficiency", label: "Utilization Ratio" }, + ], + + "End Connection - Weld Details": [ + { key: "Weld.Type", label: "Type" }, + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Strength", label: "Strength (N/mmĀ²)" }, + { key: "bolt.long_joint", label: "Long Joint Red.Factor" }, + { key: "Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Weld.Stress", label: "Stress (N/mm)" }, + { key: "Weld.EffLength", label: "Eff.Length (mm)" }, + ], + "Gusset Plate Details": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Min.Height (mm)" }, + { key: "Plate.Length", label: "Min.Plate Length (mm)" }, + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)" }, + { key: "Plate.Capacity", label: "Tension Capacity (kN)" }, + // { key: "PlateCapacityModal", label: "Capacity" }, + + ], + "Intermittent Connection": [], + "Connection Details": [ + { key: "Intermittent.Connection", label: "Connection (nos)" }, + { key: "Intermittent.Spacing", label: "Spacing (mm)" }, + ], + + "Weld Details": [ + { key: "InterWeld.Size", label: "Size (mm)" }, + ], + + "Plate Details": [ + { key: "Plate.InterHeight", label: "Height (mm)" }, + { key: "Plate.InterLength", label: "Length (mm)" }, + ], + }, + + modals: { + PlateCapacityModal: { type: "capacity", buttonText: "Plate Capacity" } + }, + + modalTypes: { + capacity: { + title: "Capacity Details", + width: "68%", + layout: "capacity-complex", + hasImage: true, + note: "Representative image for Failure Pattern" + } + }, + + modalData: { + capacity: { + PlateCapacityModal: [ + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)", section: "Failure due to Tension in Plate" }, + { key: "Plate.Rupture", label: "Tension Rupture Capacity (kN)", section: "Failure due to Tension in Plate" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)", section: "Failure due to Block Shear in Plate" }, + { key: "Plate.Capacity", label: "Tension Capacity (kN)", section: "Overall Plate Capacity" }, + ] + } + } +}; diff --git a/frontend/src/modules/basePlate/BasePlate.jsx b/frontend/src/modules/basePlate/BasePlate.jsx new file mode 100644 index 000000000..9d43f902d --- /dev/null +++ b/frontend/src/modules/basePlate/BasePlate.jsx @@ -0,0 +1,18 @@ +/* eslint-disable no-unused-vars */ +import React from "react"; +import { EngineeringModule } from "../shared/components/EngineeringModule"; +import { basePlateConfig } from "./configs/basePlateConfig"; +import { basePlateOutputConfig } from "./configs/basePlateOutputConfig"; +import { UI_STRINGS } from "../../constants/UIStrings"; + + +export default function BasePlate() { + return ( + + ); +} + diff --git a/frontend/src/modules/basePlate/components/BasePlateOutputDock.jsx b/frontend/src/modules/basePlate/components/BasePlateOutputDock.jsx new file mode 100644 index 000000000..8d06f8514 --- /dev/null +++ b/frontend/src/modules/basePlate/components/BasePlateOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { basePlateOutputConfig } from "../configs/basePlateOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +const BasePlateOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default BasePlateOutputDock; diff --git a/frontend/src/modules/basePlate/configs/basePlateConfig.js b/frontend/src/modules/basePlate/configs/basePlateConfig.js new file mode 100644 index 000000000..52bb14cf5 --- /dev/null +++ b/frontend/src/modules/basePlate/configs/basePlateConfig.js @@ -0,0 +1,158 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; + +export const basePlateConfig = { + sessionName: "Base Plate", + routePath: "/design/connections/base_plate", + designType: "BasePlateConnection", + cameraKey: "BasePlateConnection", + cadOptions: ["Model", "Column", "Plate", "Welds", "Bolts", "Concrete", "Grout"], + + defaultInputs: { + module: "BasePlateConnection", + member_designation: "", + material: "E 250 (Fe 410 W)A", + connectivity: "Welded Column Base", + end_condition: "Pinned", + load_axial: "", + load_axial_tension: "", + load_shear_major: "", + load_shear_minor: "", + load_moment_major: "", + load_moment_minor: "", + anchor_diameter_ocf: [], + anchor_grade_ocf: [], + anchor_diameter_icf: [], + anchor_grade_icf: [], + anchor_type: "End Plate Type", + footing_grade: "Select Grade", + weld_type: "Fillet Weld", + }, + + validateInputs: (inputs, _extraState, _lists, selectionStates) => { + if (!inputs.connectivity || !inputs.material) { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + const designation = inputs.member_designation; + if (!designation || designation === "Select Section" || String(designation).trim() === "") { + return { isValid: false, message: "Please select a column section." }; + } + const axial = parseFloat(inputs.load_axial); + if (inputs.load_axial !== "" && isNaN(axial)) { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + if (inputs.load_axial === "") { + return { isValid: false, message: "Please enter Axial Compression (kN)." }; + } + const shearMaj = inputs.load_shear_major !== "" ? parseFloat(inputs.load_shear_major) : NaN; + if (inputs.load_shear_major !== "" && isNaN(shearMaj)) { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + if (selectionStates?.anchorDiameterOcfSelect === "Customized" && (!Array.isArray(inputs.anchor_diameter_ocf) || !inputs.anchor_diameter_ocf.length)) { + return { isValid: false, message: "Please select at least one anchor diameter (OCF)." }; + } + if (selectionStates?.anchorGradeOcfSelect === "Customized" && (!Array.isArray(inputs.anchor_grade_ocf) || !inputs.anchor_grade_ocf.length)) { + return { isValid: false, message: "Please select at least one property class (OCF)." }; + } + if (selectionStates?.anchorDiameterIcfSelect === "Customized" && (!Array.isArray(inputs.anchor_diameter_icf) || !inputs.anchor_diameter_icf.length)) { + return { isValid: false, message: "Please select at least one anchor diameter (ICF)." }; + } + if (selectionStates?.anchorGradeIcfSelect === "Customized" && (!Array.isArray(inputs.anchor_grade_icf) || !inputs.anchor_grade_icf.length)) { + return { isValid: false, message: "Please select at least one property class (ICF)." }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const section = inputs.member_designation; + const memberDesignation = + section != null && String(section).trim() !== "" ? String(section).trim() : ""; + const toArr = (v) => (Array.isArray(v) && v.length ? v : []); + const diameterOcf = allSelected?.anchor_diameter_ocf ? (lists.anchorDiameterList || []) : toArr(inputs.anchor_diameter_ocf); + const gradeOcf = allSelected?.anchor_grade_ocf ? (lists.anchorGradeList || []) : toArr(inputs.anchor_grade_ocf); + const diameterIcf = allSelected?.anchor_diameter_icf ? (lists.anchorDiameterList || []) : toArr(inputs.anchor_diameter_icf); + const gradeIcf = allSelected?.anchor_grade_icf ? (lists.anchorGradeList || []) : toArr(inputs.anchor_grade_icf); + return { + Module: "BasePlateConnection", + "Member.Designation": memberDesignation, + Material: inputs.material || "E 250 (Fe 410 W)A", + Connectivity: inputs.connectivity || "Welded Column Base", + "End Condition": inputs.end_condition || "Pinned", + "Load.Axial": inputs.load_axial ?? "", + "Load.Axial_Tension": inputs.load_axial_tension ?? "", + "Load.Shear.Major": inputs.load_shear_major ?? "", + "Load.Shear.Minor": inputs.load_shear_minor ?? "", + "Load.Moment.Major": inputs.load_moment_major ?? "", + "Load.Moment.Minor": inputs.load_moment_minor ?? "", + "Anchor Bolt.Type": inputs.anchor_type || "End Plate Type", + "Footing.Grade": (inputs.footing_grade && inputs.footing_grade !== "Select Grade") ? inputs.footing_grade : "M20", + "Weld.Type": inputs.weld_type || "Fillet Weld", + "Anchor.Diameter": diameterOcf.length ? diameterOcf : ["M20"], + "Anchor.Grade": gradeOcf.length ? gradeOcf : ["8.8"], + "Anchor.Diameter.ICF": diameterIcf.length ? diameterIcf : diameterOcf.length ? diameterOcf : ["M20"], + "Anchor.Grade.ICF": gradeIcf.length ? gradeIcf : gradeOcf.length ? gradeOcf : ["8.8"], + }; + }, + + modalConfig: [ + { key: "anchorDiameterOcf", inputKey: "anchor_diameter_ocf", dataSource: "anchorDiameterList" }, + { key: "anchorGradeOcf", inputKey: "anchor_grade_ocf", dataSource: "anchorGradeList" }, + { key: "anchorDiameterIcf", inputKey: "anchor_diameter_icf", dataSource: "anchorDiameterList" }, + { key: "anchorGradeIcf", inputKey: "anchor_grade_icf", dataSource: "anchorGradeList" }, + ], + selectionConfig: [ + { key: "anchorDiameterOcfSelect", inputKey: "anchor_diameter_ocf", defaultValue: "All" }, + { key: "anchorGradeOcfSelect", inputKey: "anchor_grade_ocf", defaultValue: "All" }, + { key: "anchorDiameterIcfSelect", inputKey: "anchor_diameter_icf", defaultValue: "All" }, + { key: "anchorGradeIcfSelect", inputKey: "anchor_grade_icf", defaultValue: "All" }, + ], + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { key: "connectivity", label: "Connectivity *", type: "select", options: "connectivityList" }, + { key: "end_condition", label: "End Condition (Major Axis z-z axis)", type: "text", disabled: true }, + { key: "member_designation", label: "Column Section *", type: "select", options: "sectionDesignation" }, + { key: "material", label: "Material *", type: "select", options: "materialList" }, + ], + }, + { + title: "Factored Loads", + fields: [ + { key: "load_axial", label: "Axial Compression (kN)", type: "number" }, + { key: "load_axial_tension", label: "Axial Tension/Uplift (kN)", type: "number", conditionalDisplay: (extraState, inputs) => inputs?.connectivity === "Moment Base Plate" }, + { key: "load_shear_major", label: "Shear Force (kN) * - Along major axis (z-z)", type: "number", required: true }, + { key: "load_shear_minor", label: "Shear Force (kN) * - Along minor axis (y-y)", type: "number", required: true }, + { key: "load_moment_major", label: "Bending Moment (kNm) * - Major axis (M\u2082-z)", type: "number", conditionalDisplay: (extraState, inputs) => inputs?.connectivity !== "Welded Column Base", required: true }, + { key: "load_moment_minor", label: "Bending Moment (kNm) * - Minor axis (My-y)", type: "number", conditionalDisplay: (extraState, inputs) => inputs?.connectivity !== "Welded Column Base", required: true }, + ], + }, + { + title: "Anchor Bolt Outside Column Flange", + fields: [ + { key: "anchor_diameter_ocf", label: "Diameter (mm) *", type: "customizable", selectionKey: "anchorDiameterOcfSelect", modalKey: "anchorDiameterOcf", dataSource: "anchorDiameterList" }, + { key: "anchor_grade_ocf", label: "Property Class *", type: "customizable", selectionKey: "anchorGradeOcfSelect", modalKey: "anchorGradeOcf", dataSource: "anchorGradeList" }, + ], + }, + { + title: "Anchor Bolt Inside Column Flange", + fields: [ + { key: "anchor_diameter_icf", label: "Diameter (mm) *", type: "customizable", selectionKey: "anchorDiameterIcfSelect", modalKey: "anchorDiameterIcf", dataSource: "anchorDiameterList" }, + { key: "anchor_grade_icf", label: "Property Class *", type: "customizable", selectionKey: "anchorGradeIcfSelect", modalKey: "anchorGradeIcf", dataSource: "anchorGradeList" }, + { key: "anchor_type", label: "Anchor Type *", type: "select", options: "anchorTypeList" }, + ], + }, + { + title: "Pedestal/Footing", + fields: [ + { key: "footing_grade", label: "Grade*", type: "select", options: "footingGradeList" }, + ], + }, + { + title: "Weld", + fields: [ + { key: "weld_type", label: "Type *", type: "select", options: "weldTypeList" }, + ], + }, + ], +}; diff --git a/frontend/src/modules/basePlate/configs/basePlateOutputConfig.js b/frontend/src/modules/basePlate/configs/basePlateOutputConfig.js new file mode 100644 index 000000000..9b167ee96 --- /dev/null +++ b/frontend/src/modules/basePlate/configs/basePlateOutputConfig.js @@ -0,0 +1,206 @@ +export const basePlateOutputConfig = { + sections: { + "Anchor Bolt - Outside Column Flange": [ + { key: "Anchor Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Anchor Bolt.Grade", label: "Property Class" }, + { key: "Anchor Bolt.No of Anchor Bolts", label: "No. of Anchors" }, + { key: "Anchor Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Anchor Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Anchor Bolt.Capacity", label: "Bolt Capacity (kN)" }, + { key: "Anchor Bolt.Tension_Demand", label: "Tension Demand (kN)" }, + { key: "Anchor Bolt.Tension", label: "Tension Capacity (kN)" }, + { key: "Anchor Bolt.Combined", label: "Combined Capacity (kN)" }, + { key: "Anchor Bolt.Length", label: "Anchor Length (mm)" }, + ], + "Anchor Bolt - Inside Column Flange": [ + { key: "Anchor Bolt.Diameter_Uplift", label: "Diameter (mm)" }, + { key: "Anchor Bolt.Grade_Uplift", label: "Property Class" }, + { key: "Anchor Bolt.No of Anchor Bolts_Uplift", label: "No. of Anchor Bolts" }, + { key: "Anchor Bolt.Tension_Demand_Uplift", label: "Tension Demand (kN)" }, + { key: "Anchor Bolt.Tension_Uplift", label: "Tension Capacity (kN)" }, + { key: "Anchor Bolt.Length_Uplift", label: "Anchor Length (mm)" }, + ], + "Base Plate Connection": [ + { key: "Baseplate.Thickness", label: "Thickness (mm)" }, + { key: "Baseplate.Length", label: "Length (mm)" }, + { key: "Baseplate.Width", label: "Width (mm)" }, + { key: "Baseplate.BearingStress", label: "Bearing Stress (MPa)" }, + { key: "Baseplate.MomentDemand", label: "Moment Demand (kNm)" }, + { key: "Baseplate.MomentCapacity", label: "Moment Capacity (kNm)" }, + { key: "BasePlate.Sketch", label: "Typical Sketch" }, + ], + "Detailing - Outside Column Flange": [ + { key: "Detailing.EndDistanceOut", label: "End Distance (mm)" }, + { key: "Detailing.EdgeDistanceOut", label: "Edge Distance (mm)" }, + { key: "Detailing.PitchDistanceOut", label: "Pitch Distance (mm)" }, + { key: "Detailing.GaugeDistanceOut", label: "Gauge Distance (mm)" }, + { key: "Detailing.Projection", label: "Effective Projection (mm)" }, + ], + "Detailing - Inside Column Flange": [ + { key: "Detailing.EndDistanceIn", label: "End Distance (mm)" }, + { key: "Detailing.EdgeDistanceIn", label: "Edge Distance (mm)" }, + { key: "Detailing.PitchDistanceIn", label: "Pitch Distance (mm)" }, + { key: "Detailing.GaugeDistanceIn", label: "Gauge Distance (mm)" }, + ], + "Detailing": [ + { key: "BasePlate.TypicalDetailing", label: "Typical Detailing" }, + ], + "Stiffener Plate along Column flange": [ + { key: "StiffenerPlate.Flange", label: "Stiffener Plate" }, + ], + "Stiffener Plate along Column web": [ + { key: "StiffenerPlate.AlongWeb", label: "Stiffener Plate" }, + ], + "Stiffener Plate across Column web": [ + { key: "StiffenerPlate.AcrossWeb", label: "Stiffener Plate" }, + ], + "Stiffener Plate": [ + { key: "Stiffener.StiffenerPlate", label: "Stiffener Plate" }, + ], + "Shear Design": [ + { key: "ShearDesign.Resistance", label: "Shear Resistance (kN)" }, + { key: "Shear_key.Required", label: "Key Required?" }, + { key: "ShearKey.Details", label: "Shear Key" }, + ], + "Weld": [ + { key: "Weld.Details", label: "Weld" }, + ], + }, + + // Modal trigger: field.key -> { type: modalType, buttonText } (buttonText = desktop 4th tuple element) + modals: { + "BasePlate.Sketch": { type: "basePlateSketch", buttonText: "Typical Sketch" }, + "BasePlate.TypicalDetailing": { type: "basePlateDetailing", buttonText: "Typical Detailing" }, + "StiffenerPlate.Flange": { type: "stiffenerDetails", buttonText: "Stiffener Details" }, + "StiffenerPlate.AlongWeb": { type: "stiffenerDetails", buttonText: "Stiffener Details" }, + "StiffenerPlate.AcrossWeb": { type: "stiffenerDetails", buttonText: "Stiffener Details" }, + "Stiffener.StiffenerPlate": { type: "stiffenerDetails", buttonText: "Stiffener Details" }, + "ShearKey.Details": { type: "keyDetails", buttonText: "Key Details" }, + "Weld.Details": { type: "weldDetails", buttonText: "Typical Details" }, + }, + + modalTypes: { + basePlateSketch: { + title: "Typical Sketch", + layout: "baseplate-sketch", + width: "60%", + }, + basePlateDetailing: { + title: "Typical Detailing", + layout: "image-only", + imageType: "basePlateDetailing", + width: "60%", + }, + stiffenerDetails: { + title: "Stiffener Details", + layout: "single-column", + width: "50%", + }, + keyDetails: { + title: "Key Details", + layout: "single-column", + width: "50%", + }, + keySketch: { + title: "Sketch", + layout: "image-only", + imageType: "keySketch", + width: "50%", + }, + weldDetails: { + title: "Typical Details", + layout: "image-only", + imageType: "weldDetails", + width: "60%", + }, + }, + + // Stiffener Details modal: which output keys to show per button (adapter merges these into output) + modalData: { + basePlateSketch: { + "BasePlate.Sketch": { + fields: [ + { key: "Baseplate.Length", label: "Length (mm)" }, + { key: "Baseplate.Width", label: "Width (mm)" }, + { key: "Baseplate.Thickness", label: "Thickness (mm)" }, + ], + diagram: { + props: { + plateLength: "Baseplate.Length", + plateWidth: "Baseplate.Width", + plateThickness: "Baseplate.Thickness", + columnDepth: "Column.Depth", + columnWidth: "Column.Width", + columnTf: "Column.Tf", + columnTw: "Column.Tw", + noOcfBolts: "Anchor Bolt.No of Anchor Bolts", + diaOcfBolt: "Anchor Bolt.Diameter", + edgeOcf: "Detailing.EdgeDistanceOut", + endOcf: "Detailing.EndDistanceOut", + pitchOcf: "Detailing.PitchDistanceOut", + gaugeOcf: "Detailing.GaugeDistanceOut", + noIcfBolts: "Anchor Bolt.No of Anchor Bolts_Uplift", + diaIcfBolt: "Anchor Bolt.Diameter_Uplift", + edgeIcf: "Detailing.EdgeDistanceIn", + endIcf: "Detailing.EndDistanceIn", + pitchIcf: "Detailing.PitchDistanceIn", + gaugeIcf: "Detailing.GaugeDistanceIn", + memberDesignation: "Member.Designation", + } + } + } + }, + basePlateDetailing: {}, + stiffenerDetails: { + "StiffenerPlate.Flange": { + fields: [ + { key: "Stiffener_Plate_Flange.Length", label: "Length (mm)" }, + { key: "Stiffener_Plate_Flange.Height", label: "Height (mm)" }, + { key: "Stiffener_Plate_Flange.Thickness", label: "Thickness (mm)" }, + { key: "Stiffener_Plate_Flange.Shear_Demand", label: "Shear Demand (kN)" }, + { key: "Stiffener_Plate_Flange.Shear", label: "Shear Capacity (kN)" }, + { key: "Stiffener_Plate_Flange.Moment_Demand", label: "Moment Demand (kNm)" }, + { key: "Stiffener_Plate_Flange.Moment", label: "Moment Capacity (kNm)" }, + ], + }, + "StiffenerPlate.AlongWeb": { + fields: [ + { key: "Stiffener_Plate_along_Web.Length", label: "Length (mm)" }, + { key: "Stiffener_Plate_along_Web.Height", label: "Height (mm)" }, + { key: "Stiffener_Plate_along_Web.Thickness", label: "Thickness (mm)" }, + { key: "Stiffener_Plate_along_Web.Shear_Demand", label: "Shear Demand (kN)" }, + { key: "Stiffener_Plate_along_Web.Shear", label: "Shear Capacity (kN)" }, + { key: "Stiffener_Plate_along_Web.Moment_Demand", label: "Moment Demand (kNm)" }, + { key: "Stiffener_Plate_along_Web.Moment", label: "Moment Capacity (kNm)" }, + ], + }, + "StiffenerPlate.AcrossWeb": { + fields: [ + { key: "Stiffener_Plate_across_Web.Length", label: "Length (mm)" }, + { key: "Stiffener_Plate_across_Web.Height", label: "Height (mm)" }, + { key: "Stiffener_Plate_across_Web.Thickness", label: "Thickness (mm)" }, + { key: "Stiffener_Plate_across_Web.Shear_Demand", label: "Shear Demand (kN)" }, + { key: "Stiffener_Plate_across_Web.Shear", label: "Shear Capacity (kN)" }, + { key: "Stiffener_Plate_across_Web.Moment_Demand", label: "Moment Demand (kNm)" }, + { key: "Stiffener_Plate_across_Web.Moment", label: "Moment Capacity (kNm)" }, + ], + }, + "Stiffener.StiffenerPlate": { + fields: [ + { key: "Stiffener.Length", label: "Length (mm)" }, + { key: "Stiffener.Height", label: "Height (mm)" }, + { key: "Stiffener.Thickness", label: "Thickness (mm)" }, + { key: "StiffenerPlate.Shear_Demand", label: "Shear Demand (kN)" }, + { key: "StiffenerPlate.Shear_Capacity", label: "Shear Capacity (kN)" }, + { key: "StiffenerPlate.Moment_Demand", label: "Moment Demand (kNm)" }, + { key: "StiffenerPlate.Moment_Capacity", label: "Moment Capacity (kNm)" }, + ], + }, + }, + keyDetails: {}, + keySketch: {}, + weldDetails: {}, + }, +}; + +export default basePlateOutputConfig; diff --git a/frontend/src/modules/beamBeamEndPlate/BeamBeamEndPlate.jsx b/frontend/src/modules/beamBeamEndPlate/BeamBeamEndPlate.jsx new file mode 100644 index 000000000..5daa2e9c7 --- /dev/null +++ b/frontend/src/modules/beamBeamEndPlate/BeamBeamEndPlate.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { beamBeamEndPlateConfig } from './configs/beamBeamEndPlateConfig'; +import { beamBeamEndPlateOutputConfig } from './configs/beamBeamEndPlateOutputConfig'; + +function BeamBeamEndPlate() { + return ( + + ); +} + +export default BeamBeamEndPlate; \ No newline at end of file diff --git a/frontend/src/modules/beamBeamEndPlate/components/BeamBeamEndPlateOutputDock.jsx b/frontend/src/modules/beamBeamEndPlate/components/BeamBeamEndPlateOutputDock.jsx new file mode 100644 index 000000000..410016385 --- /dev/null +++ b/frontend/src/modules/beamBeamEndPlate/components/BeamBeamEndPlateOutputDock.jsx @@ -0,0 +1,16 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { beamBeamEndPlateOutputConfig } from '../configs/beamBeamEndPlateOutputConfig'; + +const BeamBeamEndPlateOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default BeamBeamEndPlateOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateConfig.js b/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateConfig.js new file mode 100644 index 000000000..0b75077cb --- /dev/null +++ b/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateConfig.js @@ -0,0 +1,202 @@ +import { MODULE_KEY_BEAM_BEAM_END_PLATE, MODULE_KEY_BEAM_BEAM_END_PLATE_ALT } from "../../../constants/DesignKeys"; + +export const beamBeamEndPlateConfig = { + sessionName: "Beam Beam End Plate Connection", + routePath: "/design/connections/beam-to-beam-splice/end_plate", + designType: MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + cameraKey: MODULE_KEY_BEAM_BEAM_END_PLATE, + cadOptions: ["Model", "Beam", "EndPlate"], + + defaultInputs: { + bolt_hole_type: "Standard", + bolt_diameter: [], + bolt_grade: [], + bolt_slip_factor: "0.3", + bolt_tension_type: "Non pre-tensioned", + bolt_type: "Bearing Bolt", + connectivity: "Coplanar Tension-Compression Flange", + plate_thickness: [], + connector_material: "E 250 (Fe 410 W)A", + design_method: "Limit State Design", + detailing_corr_status: "No", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "0", + load_axial: "100", + load_moment: "100", + load_shear: "100", + material: "E 250 (Fe 410 W)A", + supported_designation: "WPB 900 X 300 X 291.46", + supported_material: "E 250 (Fe 410 W)A", + module: MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + weld_fab: "Shop Weld", + weld_material_grade: "410", + weld_type: "Groove Weld", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs) => { + if (!inputs.supported_designation || + inputs.supported_designation === "Select Section" || + inputs.load_shear === "") { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraData) => { + const conn_map = { + "Flushed - Reversible Moment": "Flushed - Reversible Moment", + "Extended One Way - Irreversible Moment": "Extended One Way - Irreversible Moment", + "Extended Both Ways - Reversible Moment": "Extended Both Ways - Reversible Moment", + }; + + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity *": inputs.connectivity, + "Connectivity": inputs.connectivity, + EndPlateType: conn_map[extraData?.selectedOption] || "Flushed - Reversible Moment", + "Connector.Plate.Thickness_List": allSelected.plate_thickness + ? lists.thicknessList : inputs.plate_thickness, + "Connector.Material": inputs.supported_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Moment": inputs.load_moment || "", + "Load.Shear": inputs.load_shear || "", + Material: inputs.material, + "Member.Supported_Section.Designation": inputs.supported_designation, + "Member.Supported_Section.Material": inputs.supported_material, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Weld.Type": inputs.weld_type, + Module: MODULE_KEY_BEAM_BEAM_END_PLATE_ALT, + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "connectivity", + label: "Connectivity *", + type: "select", + options: [ + { value: "Coplanar Tension-Compression Flange", label: "Coplanner Tension-Compression Flange" }, + { value: "Coplanar Tension Flange", label: "Coplanner Tension Flange", disabled: true }, + { value: "Coplanar Compression Flange", label: "Coplanner Compression Flange", disabled: true } + ] + }, + { + key: "endPlateType", + label: "End Plate Type *", + type: "endPlateSelect" + }, + { + key: "supported_designation", + label: "Beam Section*", + type: "select", + options: "beamList", + required: true + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + supported_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Bending Moment (kNm)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter(mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "End Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_type", + label: "Type", + type: "select", + options: [ + { value: "Groove Weld", label: "Groove Weld" } + ] + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateOutputConfig.js b/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateOutputConfig.js new file mode 100644 index 000000000..0d38c20ec --- /dev/null +++ b/frontend/src/modules/beamBeamEndPlate/configs/beamBeamEndPlateOutputConfig.js @@ -0,0 +1,122 @@ +export const beamBeamEndPlateOutputConfig = { + sections: { + "Critical Bolt Design": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Force (kN)", label: "Shear Demand (kN)" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Betalg", label: "Ī²lg" }, + { key: "Bolt.Capacity", label: "Bolt Capacity" }, + { key: "Bolt.TensionForce", label: "Tension Due to Moment (kN)" }, + { key: "Bolt.PryingForce", label: "Prying Force (kN)" }, + { key: "Bolt.TensionTotal", label: "Tension Demand (kN)" }, + { key: "Bolt.Tension", label: "Tension Capacity (kN)" }, + { key: "Bolt.IR", label: "Combined Capacity, I.R" } + ], + "Detailing": [ + { key: "Detailing.No. of Bolts", label: "No. of Bolts" }, + { key: "Detailing.No. of Columns", label: "No. of Columns" }, + { key: "Detailing.No. of Rows", label: "No. of Rows" }, + { key: "Detailing.PitchDistanceOut", label: "Pitch Distance (mm)" }, + { key: "Detailing.GaugeDistanceOut", label: "Gauge Distance (mm)" }, + { key: "Detailing.Cross-centre Gauge Distance", label: "Cross-centre Gauge (mm)" }, + { key: "Detailing.EndDistanceOut", label: "End Distance (mm)" }, + { key: "Detailing.EdgeDistanceOut", label: "Edge Distance (mm)" }, + { key: "DetailingModal", label: "Typical Detailing" } + ], + "End Plate": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Plate.Width", label: "Width (mm)" }, + { key: "Plate.MomentCapacity", label: "Moment Capacity (kNm)" } + ], + "Stiffener Plate": [ + { key: "DimensionsModal", label: "Details" }, + { key: "SketchModal", label: "Typical Sketch" } + ], + "Weld at Web": [ + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Length", label: "Total Length (mm)" }, + { key: "Weld.Stress", label: "Stress (N/mm)" }, + { key: "Weld.StressCombined", label: "Combined Stress (N/mm2)" }, + { key: "Weld.Strength", label: "Strength (N/mm2)" } + ], + "Weld at Flange": [ + { key: "Weld.Type", label: "Type" }, + { key: "SketchFlangeModal", label: "Details" } + ] + }, + + modals: { + DimensionsModal: { type: "details", buttonText: "Details" }, + DetailingModal: { type: "endplate-detailing", buttonText: "Details" }, + SketchModal: { type: "stiffener", buttonText: "Details" }, + SketchFlangeModal: { type: "groove", buttonText: "Details" } + }, + + modalTypes: { + details: { + title: "Stiffener Dimensions", + width: "35%", + layout: "single-column", + hasImage: false + }, + "endplate-detailing": { + title: "Typical Detailing", + width: "65%", + layout: "endplate-detailing", + hasImage: false + }, + stiffener: { + title: "Stiffener Details", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "stiffener" + }, + groove: { + title: "Weld Detail - Beam Flange to End Plate Connection", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "groove" + } + }, + + modalData: { + details: { + DimensionsModal: [ + { key: "Stiffener.Length", label: "Length (mm)" }, + { key: "Stiffener.Width", label: "Width (mm)" }, + { key: "Stiffener.Thickness", label: "Thickness (mm)" } + ] + }, + "endplate-detailing": { + DetailingModal: { + fields: [ + { key: "Detailing.No. of Bolts", label: "No. of Bolts" }, + { key: "Detailing.No. of Columns", label: "No. of Columns" }, + { key: "Detailing.No. of Rows", label: "No. of Rows" }, + { key: "Detailing.PitchDistanceOut", label: "Pitch Distance (mm)" }, + { key: "Detailing.GaugeDistanceOut", label: "Gauge Distance (mm)" }, + { key: "Detailing.Cross-centre Gauge Distance",label: "Cross-centre Gauge (mm)" }, + { key: "Detailing.EndDistanceOut", label: "End Distance (mm)" }, + { key: "Detailing.EdgeDistanceOut", label: "Edge Distance (mm)" }, + { key: "Plate.Height", label: "Plate Height (mm)" } + ], + diagram: { + props: { + plateHeight: "Plate.Height", + plateThickness: "Plate.Thickness", + beamDepth: "Beam.Depth", + beamFlangeThick: "Beam.FlangeThickness", + stiffenerHeight: "Stiffener.Height", + stiffenerThickness: "Stiffener.Thickness", + endplateType: "EndPlateType" + } + } + } + } + } +}; diff --git a/frontend/src/modules/beamToColumnEndPlate/BeamToColumnEndPlate.jsx b/frontend/src/modules/beamToColumnEndPlate/BeamToColumnEndPlate.jsx new file mode 100644 index 000000000..d9ec123ba --- /dev/null +++ b/frontend/src/modules/beamToColumnEndPlate/BeamToColumnEndPlate.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { beamToColumnEndPlateConfig } from './configs/beamToColumnEndPlateConfig'; +import { beamToColumnEndPlateOutputConfig } from './configs/beamToColumnEndPlateOutputConfig'; + +function BeamToColumnEndPlate() { + return ( + + ); +} + +export default BeamToColumnEndPlate; diff --git a/frontend/src/modules/beamToColumnEndPlate/components/BeamToColumnEndPlateOutputDock.jsx b/frontend/src/modules/beamToColumnEndPlate/components/BeamToColumnEndPlateOutputDock.jsx new file mode 100644 index 000000000..5383bcfbd --- /dev/null +++ b/frontend/src/modules/beamToColumnEndPlate/components/BeamToColumnEndPlateOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { beamToColumnEndPlateOutputConfig } from '../configs/beamToColumnEndPlateOutputConfig'; + +const BeamToColumnEndPlateOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default BeamToColumnEndPlateOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateConfig.js b/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateConfig.js new file mode 100644 index 000000000..72b3176d3 --- /dev/null +++ b/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateConfig.js @@ -0,0 +1,210 @@ +import { MODULE_KEY_BEAM_COLUMN_END_PLATE, MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT } from "../../../constants/DesignKeys"; + +export const beamToColumnEndPlateConfig = { + sessionName: "Beam to Column End Plate Connection", + routePath: "/design/connections/column-beam/end_plate", + designType: MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + cameraKey: MODULE_KEY_BEAM_COLUMN_END_PLATE, + cadOptions: ["Model", "Beam", "Column", "EndPlate"], + + defaultInputs: { + bolt_hole_type: "Standard", + bolt_diameter: [], + bolt_grade: [], + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + bolt_type: "Bearing Bolt", + connectivity: "Column-Flange-Beam-Web", + plate_thickness: [], + connector_material: "E 165 (Fe 290)", + design_method: "Limit State Design", + detailing_corr_status: "No", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + load_axial: "0", + load_moment: "2", + load_shear: "2", + material: "E 165 (Fe 290)", + beam_section: "JB 150", + column_section: "HB 150", + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + module: MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + weld_fab: "Shop Weld", + weld_material_grade: "410", + weld_type: "Groove Weld", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + ], + validateInputs: (inputs) => { + if (!inputs.beam_section || + inputs.beam_section === "Select Section" || + inputs.load_shear === "") { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + buildSubmissionParams: (inputs, allSelected, lists, extraData) => { + const conn_map = { + "Extended One-Way": "Extended One-Way", + "Extended Both Ways": "Extended Both Ways", + "Flushed - Reversible Moment": "Flushed - Reversible Moment", + }; + + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": inputs.connectivity, + EndPlateType: conn_map[extraData?.selectedOption] || "Extended One-Way", + "Connector.Plate.Thickness_List": allSelected.plate_thickness + ? lists.thicknessList : inputs.plate_thickness, + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Moment": inputs.load_moment || "", + "Load.Shear": inputs.load_shear || "", + Material: inputs.material, + "Member.Supported_Section.Designation": inputs.beam_section, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": inputs.column_section, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Weld.Type": inputs.weld_type, + Module: MODULE_KEY_BEAM_COLUMN_END_PLATE_ALT, + }; + }, + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "connectivity", + label: "Connectivity *", + type: "select", + options: [ + { value: "Column-Flange-Beam-Web", label: "Column-Flange-Beam-Web" }, + { value: "Column-Web-Beam-Web", label: "Column-Web-Beam-Web" } + ] + }, + { + key: "endPlateType", + label: "End Plate Type *", + type: "endPlateSelect" + }, + { + key: "column_section", + label: "Column Section*", + type: "select", + options: "columnList", + required: true + }, + { + key: "beam_section", + label: "Beam Section*", + type: "select", + options: "beamList", + required: true + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + supported_material: material.Grade, + supporting_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Bending Moment (kNm)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter(mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type", + type: "select", + options: [ + { value: "Bearing_Bolt", label: "Bearing Bolt" }, + { value: "Friction_Grip_Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "End Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_type", + label: "Type", + type: "select", + options: [ + { value: "Groove Weld", label: "Groove Weld" }, + { value: "Fillet Weld", label: "Fillet Weld" } + ] + } + ] + } + ] +}; diff --git a/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateOutputConfig.js b/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateOutputConfig.js new file mode 100644 index 000000000..79225f3ba --- /dev/null +++ b/frontend/src/modules/beamToColumnEndPlate/configs/beamToColumnEndPlateOutputConfig.js @@ -0,0 +1,103 @@ +export const beamToColumnEndPlateOutputConfig = { + sections: { + "Critical Bolt Design": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Force (kN)", label: "Shear Demand (kN)" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Betalg", label: "Ī²lg" }, + { key: "Bolt.Capacity", label: "Bolt Capacity" }, + { key: "Bolt.TensionForce", label: "Tension Due to Moment (kN)" }, + { key: "Bolt.PryingForce", label: "Prying Force (kN)" }, + { key: "Bolt.TensionTotal", label: "Tension Demand (kN)" }, + { key: "Bolt.Tension", label: "Tension Capacity (kN)" }, + { key: "Bolt.IR", label: "Combined Capacity, I.R" } + ], + "Detailing": [ + { key: "Detailing.No. of Bolts", label: "No. of Bolts" }, + { key: "Detailing.No. of Columns", label: "No. of Columns" }, + { key: "Detailing.No. of Rows", label: "No. of Rows" }, + { key: "Detailing.PitchDistanceOut", label: "Pitch Distance (mm)" }, + { key: "Detailing.GaugeDistanceOut", label: "Gauge Distance (mm)" }, + { key: "Detailing.Cross-centre Gauge Distance", label: "Cross-centre Gauge (mm)" }, + { key: "Detailing.EndDistanceOut", label: "End Distance (mm)" }, + { key: "Detailing.EdgeDistanceOut", label: "Edge Distance (mm)" }, + { key: "DetailingModal", label: "Typical Detailing" } + ], + "End Plate": [ + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Plate.Width", label: "Width (mm)" }, + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.MomentCapacity", label: "Moment Capacity (kNm)" } + ], + "Weld": [ + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Length", label: "Total Length (mm)" }, + { key: "Weld.NormalStress", label: "Normal Stress (N/mm2)" }, + { key: "Weld.ShearStress", label: "Shear Stress (N/mm2)" }, + { key: "Weld.StressCombined", label: "Equivalent Stress (N/mm2)" }, + { key: "Weld.Strength", label: "Strength (N/mm2)" } + ], + "Section Weld": [ + { key: "Weld.Type", label: "Type" }, + { key: "SketchFlangeModal", label: "Typical Sketch" } + ], + "Continuity Plate": [ + { key: "ContinuityPlateModal", label: "Continuity Plate Details" }, + ], + "Column Web Stiffener Plate": [ + { key: "WebStiffenerModal", label: "Web Stiffener Details" }, + ], + "Stiffener": [ + { key: "Stiffener.Length", label: "Length (mm)" }, + { key: "Stiffener.Height", label: "Height (mm)" }, + { key: "Stiffener.Thickness", label: "Thickness (mm)" } + ] + }, + modals: { + DetailingModal: { type: "detailing", buttonText: "Details" }, + ContinuityPlateModal: { type: "details", buttonText: "Details" }, + WebStiffenerModal: { type: "details", buttonText: "Details" }, + SketchFlangeModal: { type: "groove", buttonText: "Details" } + }, + modalTypes: { + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false + }, + detailing: { + title: "Typical Detailing", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "detailing" + }, + groove: { + title: "Weld Detail - Beam Flange to End Plate Connection", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "groove" + } + }, + + modalData: { + details: { + ContinuityPlateModal: [ + { key: "ContinuityPlate.Number", label: "Number of Plates" }, + { key: "ContinuityPlate.Length", label: "Length (mm)" }, + { key: "ContinuityPlate.Width", label: "Width (mm)" }, + { key: "ContinuityPlate.Thickness", label: "Thickness (mm)" } + ], + WebStiffenerModal: [ + { key: "WebStiffener.Number", label: "Number of Stiffener(s)" }, + { key: "WebStiffener.Length", label: "Length (mm)" }, + { key: "WebStiffener.Width", label: "Width (mm)" }, + { key: "WebStiffener.Thickness", label: "Thickness (mm)" } + ] + } + } +}; diff --git a/frontend/src/modules/columnColumnCoverPlateBolted/CoverPlateBolted.jsx b/frontend/src/modules/columnColumnCoverPlateBolted/CoverPlateBolted.jsx new file mode 100644 index 000000000..c5d83d3c6 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateBolted/CoverPlateBolted.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { coverPlateBoltedConfig } from './configs/coverPlateBoltedConfig'; +import { coverPlateBoltedOutputConfig } from './configs/coverPlateBoltedOutputConfig'; + + +function CoverPlateBolted() { + return ( + + ); +} + +export default CoverPlateBolted; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnCoverPlateBolted/components/CoverPlateBoltedOutputDock.jsx b/frontend/src/modules/columnColumnCoverPlateBolted/components/CoverPlateBoltedOutputDock.jsx new file mode 100644 index 000000000..a854ab5de --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateBolted/components/CoverPlateBoltedOutputDock.jsx @@ -0,0 +1,15 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { coverPlateBoltedOutputConfig } from '../configs/coverPlateBoltedOutputConfig'; + +const CoverPlateBoltedOutputDock = ({ output }) => { + return ( + + ); +}; + +export default CoverPlateBoltedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedConfig.js b/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedConfig.js new file mode 100644 index 000000000..5767fa589 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedConfig.js @@ -0,0 +1,222 @@ +export const coverPlateBoltedConfig = { + sessionName: "Column Cover Plate Bolted Connection", + routePath: "/design/connections/column-to-column-splice/cover_plate_bolted", + designType: "Column-to-Column-Cover-Plate-Bolted-Connection", + cameraKey: "CoverPlateBolted", + cadOptions: ["Model", "Column", "CoverPlate"], + + defaultInputs: { + bolt_hole_type: "Standard", + bolt_diameter: [], + bolt_grade: [], + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + bolt_type: "Bearing Bolt", + flange_plate_preferences: "Outside", + flange_plate_thickness: [], + connector_material: "E 250 (Fe 410 W)A", + web_plate_thickness: [], + design_method: "Limit State Design", + detailing_corr_status: "No", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "3", + load_axial: "100", + load_moment: "70", + load_shear: "50", + material: "E 250 (Fe 410 W)A", + member_designation: "MB 300", + member_material: "E 250 (Fe 410 W)A", + module: "Column-to-Column-Cover-Plate-Bolted-Connection", + }, + + modalConfig: [ + { + key: "boltDiameter", + inputKey: "bolt_diameter", + dataSource: "boltDiameterList", + }, + { + key: "propertyClass", + inputKey: "bolt_grade", + dataSource: "propertyClassList", + }, + { + key: "flangePlateThickness", + inputKey: "flange_plate_thickness", + dataSource: "thicknessList", + }, + { + key: "webPlateThickness", + inputKey: "web_plate_thickness", + dataSource: "thicknessList", + }, + ], + + selectionConfig: [ + { + key: "boltDiameterSelect", + inputKey: "bolt_diameter", + defaultValue: "All", + }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { + key: "flangeThicknessSelect", + inputKey: "flange_plate_thickness", + defaultValue: "All", + }, + { + key: "webThicknessSelect", + inputKey: "web_plate_thickness", + defaultValue: "All", + }, + ], + + validateInputs: (inputs) => { + if ( + !inputs.member_designation || + inputs.member_designation === "Select Section" || + inputs.load_shear === "" + ) { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter + ? lists.boltDiameterList + : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade + ? lists.propertyClassList + : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connector.Flange_Plate.Preferences": inputs.flange_plate_preferences, + "Connector.Flange_Plate.Thickness_list": + allSelected.flange_plate_thickness + ? lists.thicknessList + : inputs.flange_plate_thickness, + "Connector.Material": inputs.connector_material, + "Connector.Web_Plate.Thickness_List": allSelected.web_plate_thickness + ? lists.thicknessList + : inputs.web_plate_thickness, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Moment": inputs.load_moment || "", + "Load.Shear": inputs.load_shear || "", + Material: inputs.material, + "Member.Designation": inputs.member_designation, + "Member.Material": inputs.member_material, + Module: "Column-to-Column-Cover-Plate-Bolted-Connection", + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "member_designation", + label: "Section Designation*", + type: "select", + options: "columnList", + required: true, + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find((item) => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + member_material: material.Grade, + }); + }, + }, + ], + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Moment Force(kN)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" }, + ], + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter(mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList", + }, + { + key: "bolt_type", + label: "Type", + type: "select", + options: [ + { value: "Bearing_Bolt", label: "Bearing Bolt" }, + { value: "Friction_Grip_Bolt", label: "Friction Grip Bolt" }, + ], + }, + { + key: "bolt_grade", + label: "Property Class", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList", + }, + ], + }, + { + title: "Flange Splice Plate", + fields: [ + { + key: "flange_plate_preferences", + label: "Type", + type: "select", + options: [ + { value: "Outside", label: "Outside" }, + { value: "Outside + Inside", label: "Outside + Inside" }, + ], + }, + { + key: "flange_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "flangeThicknessSelect", + modalKey: "flangePlateThickness", + dataSource: "thicknessList", + }, + ], + }, + { + title: "Web Splice Plate", + fields: [ + { + key: "web_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "webThicknessSelect", + modalKey: "webPlateThickness", + dataSource: "thicknessList", + }, + ], + }, + ], +}; diff --git a/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedOutputConfig.js b/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedOutputConfig.js new file mode 100644 index 000000000..24c8748c9 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateBolted/configs/coverPlateBoltedOutputConfig.js @@ -0,0 +1,278 @@ +export const coverPlateBoltedOutputConfig = { + // Output sections and field mappings + sections: { + "Member Capacity": [ + { key: "MemberCapacityModal", label: "Member Capacity" }, + ], + Bolt: [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + ], + "Bolt Capacities": [ + { key: "BoltFlangeCapacityModal", label: "Flange Bolt Capacity" }, + { key: "BoltWebCapacityModal", label: "Web Bolt Capacity" }, + ], + "Web Splice Plate": [ + { key: "Web_Plate.Height (mm)", label: "Height (mm)" }, + { key: "Web_Plate.Width", label: "Width (mm)" }, + { key: "Web_Plate.Thickness", label: "Thickness (mm)*" }, + { key: "WebSpacingDetailsModal", label: "Spacing (mm)" }, + { key: "WebCapacityModal", label: "Capacity" }, + ], + "Flange Splice Plate Outer Plate": [ + { key: "Flange_Plate.Width (mm)", label: "Width (mm)" }, + { key: "flange_plate.Length", label: "Length (mm)" }, + { key: "Connector.Flange_Plate.Thickness_list", label: "Thickness (mm)" }, + { key: "FlangeSpacingDetailsModal", label: "Spacing (mm)" }, + { key: "FlangeCapacityModal", label: "Capacity" }, + ], + }, + + // Modal trigger mappings + modals: { + WebSpacingDetailsModal: { type: "spacing", buttonText: "Web Spacing" }, + FlangeSpacingDetailsModal: { + type: "spacing", + buttonText: "Flange Spacing", + }, + WebCapacityModal: { type: "capacity", buttonText: "Web Capacity" }, + FlangeCapacityModal: { type: "capacity", buttonText: "Flange Capacity" }, + BoltWebCapacityModal: { type: "details", buttonText: "Web Bolt Capacity" }, + BoltFlangeCapacityModal: { + type: "details", + buttonText: "Flange Bolt Capacity", + }, + MemberCapacityModal: { type: "details", buttonText: "Member Capacity" }, + }, + + // Modal type configurations (NO JSX HERE) + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + hasImage: true, + }, + + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", // ā† Configuration instead of JSX + hasImage: false, + }, + + capacity: { + title: "Plate Capacity Details", + width: "68%", + layout: "two-column", // ā† Configuration instead of JSX + hasImage: true, + }, + }, + + // Modal data - what fields appear in each modal + modalData: { + spacing: { + WebSpacingDetailsModal: { + fields: [ + { + key: "Web_Plate.Height (mm)", + label: "Plate Length (mm)", + }, + { + key: "Web_Plate.Width", + label: "Plate Width (mm)", + }, + { + key: "Bolt.Diameter", + label: "Bolt Diameter (mm)", + }, + { + key: "Web_plate.pitch_provided_web_spacing", + label: "Pitch Distance (mm)", + }, + { + key: "Web_plate.end_dist_provided_web_spacing", + label: "End Distance (mm)", + }, + { + key: "Web_plate.gauge_provided_web_spacing", + label: "Gauge Distance (mm)", + }, + { + key: "Web_plate.edge_dist_provided_web_spacing", + label: "Edge Distance (mm)", + }, + { + key: "Web_plate.Bolt_Line_web_bolt_capacity", + label: "Number Of Columns (mm)", + }, + { + key: "Web_plate.Bolt_OneLine_web_bolt_capacity", + label: "Number Of Rows (mm)", + }, + ], + diagram: { + layout: "symmetric", + props: { + plateWidth: "Web_Plate.Height (mm)", + plateHeight: "Web_Plate.Width", + rows: "Web_plate.Bolt_OneLine_web_bolt_capacity", + cols: "Web_plate.Bolt_Line_web_bolt_capacity", + end: "Web_plate.end_dist_provided_web_spacing", + pitch: "Web_plate.pitch_provided_web_spacing", + gauge: "Web_plate.gauge_provided_web_spacing", + edge: "Web_plate.edge_dist_provided_web_spacing", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + FlangeSpacingDetailsModal: { + fields: [ + { + key: "Flange_Plate.Width (mm)", + label: "Plate Length (mm)", + }, + { + key: "flange_plate.Length", + label: "Plate Width (mm)", + }, + { + key: "Bolt.Diameter", + label: "Bolt Diameter (mm)", + }, + { + key: "Flange_plate.pitch_provided_flange_spacing", + label: "Pitch Distance (mm)", + }, + { + key: "Flange_plate.end_dist_provided_flange_spacing", + label: "End Distance (mm)", + }, + { + key: "Flange_plate.gauge_provided_flange_spacing", + label: "Gauge Distance (mm)", + }, + { + key: "Flange_plate.edge_dist_provided_flange_spacing", + label: "Edge Distance (mm)", + }, + { + key: "Flange_plate.Bolt_OneLine_flange_bolt_capacity", + label: "Number Of Columns (mm)", + }, + { + key: "Flange_plate.Bolt_Line_flange_bolt_capacity", + label: "Number Of Rows (mm)", + }, + ], + diagram: { + layout: "symmetric", + props: { + plateWidth: "Flange_Plate.Width (mm)", + plateHeight: "flange_plate.Length", + rows: "Flange_plate.Bolt_Line_flange_bolt_capacity", + cols: "Flange_plate.Bolt_OneLine_flange_bolt_capacity", + end: "Flange_plate.end_dist_provided_flange_spacing", + pitch: "Flange_plate.pitch_provided_flange_spacing", + gauge: "Flange_plate.gauge_provided_flange_spacing", + edge: "Flange_plate.edge_dist_provided_flange_spacing", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + }, + + capacity: { + WebCapacityModal: [ + { + key: "section.Tension_capacity_web_web_capacity", + label: "Web Tension Capacity (kN)", + }, + { + key: "Web_plate.capacity_web_capacity", + label: "Web Plate Tension Capacity (kN)", + }, + { + key: "web_plate.shear_capacity_web_plate_web_capacity", + label: "Web Plate Shear Capacity (kN)", + }, + { + key: "Web_Plate.MomDemand_web_capacity", + label: "Web Moment Demand (kNm)", + }, + ], + FlangeCapacityModal: [ + { + key: "Section.flange_capacity_flange_capacity", + label: "Flange Tension Capacity (kN)", + }, + { + key: "flange_plate.tension_capacity_flange_plate_flange_capacity", + label: "Flange Plate Tension Capacity (kN)", + }, + ], + }, + + details: { + MemberCapacityModal: [ + { key: "Section.AxialCapacity", label: "Axial Capacity Member (kN)" }, + { key: "Section.MomCapacity", label: "Moment Capacity Member (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity Member (kN)" }, + ], + BoltFlangeCapacityModal: [ + { + key: "Flange_plate.Bolt_Line_flange_bolt_capacity", + label: "Bolt Lines ", + }, + { + key: "Flange_plate.Bolt_OneLine_flange_bolt_capacity", + label: "Bolts in One Line ", + }, + { + key: "Flange_plate.Bolt_required_flange_bolt_capacity", + label: "Bolts Required", + }, + { + key: "Bolt.Shear_flange_bolt_capacity", + label: "Shear Capacity (kN)", + }, + { + key: "Bolt.Bearing_flange_bolt_capacity", + label: "Bearing Capacity (kN)", + }, + { + key: "flange_bolt.large_grip_flange_bolt_capacity", + label: "Large Grip Red.Factor", + }, + { + key: "flange_plate.red,factor_flange_bolt_capacity", + label: "Long Joint Red.Factor", + }, + { key: "Bolt.Capacity_flange_bolt_capacity", label: "Capacity (kN)" }, + { + key: "Bolt.Force (kN)_flange_bolt_capacity", + label: "Bolt Force (kN)", + }, + ], + BoltWebCapacityModal: [ + { key: "Web_plate.Bolt_Line_web_bolt_capacity", label: "Bolt Lines " }, + { + key: "Web_plate.Bolt_OneLine_web_bolt_capacity", + label: "Bolts in One Line ", + }, + { + key: "Web_plate.Bolt_required_web_bolt_capacity", + label: "Bolts Required", + }, + { key: "Bolt.Shear_web_bolt_capacity", label: "Shear Capacity (kN)" }, + { + key: "Bolt.Bearing_web_bolt_capacity", + label: "Bearing Capacity (kN)", + }, + { key: "web_plate.red,factor_web_bolt_capacity", label: "Red. Factor" }, + { key: "Bolt.Capacity_web_bolt_capacity", label: "Capacity (kN)" }, + { key: "Bolt.Force (kN)_web_bolt_capacity", label: "Bolt Force (kN)" }, + ], + }, + }, +}; diff --git a/frontend/src/modules/columnColumnCoverPlateWelded/CoverPlateWelded.jsx b/frontend/src/modules/columnColumnCoverPlateWelded/CoverPlateWelded.jsx new file mode 100644 index 000000000..632511260 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateWelded/CoverPlateWelded.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { coverPlateWeldedConfig } from './configs/coverPlateWeldedConfig'; +import { coverPlateWeldedOutputConfig } from './configs/coverPlateWeldedOutputConfig'; + +const CoverPlateWelded = () => { + return ( + + ); +}; + +export default CoverPlateWelded; diff --git a/frontend/src/modules/columnColumnCoverPlateWelded/components/CoverPlateWeldedOutputDock.jsx b/frontend/src/modules/columnColumnCoverPlateWelded/components/CoverPlateWeldedOutputDock.jsx new file mode 100644 index 000000000..da432e0f9 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateWelded/components/CoverPlateWeldedOutputDock.jsx @@ -0,0 +1,15 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { coverPlateWeldedOutputConfig } from '../configs/coverPlateWeldedOutputConfig'; + +const CoverPlateWeldedOutputDock = ({ output }) => { + return ( + + ); +}; + +export default CoverPlateWeldedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedConfig.js b/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedConfig.js new file mode 100644 index 000000000..a1e1dcd5f --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedConfig.js @@ -0,0 +1,158 @@ +export const coverPlateWeldedConfig = { + sessionName: "Column Cover Plate Welded Connection", + routePath: "/design/connections/column-to-column-splice/cover_plate_welded", + designType: "Column-to-Column-Cover-Plate-Welded-Connection", + cameraKey: "CoverPlateWelded", + cadOptions: ["Model", "Column", "CoverPlate"], + + defaultInputs: { + flange_plate_preferences: "Outside", + flange_plate_thickness: [], + connector_material: "E 165 (Fe 290)", + web_plate_thickness: [], + design_method: "Limit State Design", + detailing_gap: "3", + detailing_edge_type: "Sheared or hand flame cut", + detailing_corr_status: "No", + load_axial: "100", + load_moment: "100", + load_shear: "100", + material: "E 165 (Fe 290)", + member_designation: "MB 600", + member_material: "E 165 (Fe 290)", + module: "Column-to-Column-Cover-Plate-Welded-Connection", + weld_fab: "Shop Weld", + weld_material_grade: "290", + weld_type: "Fillet Weld", + }, + + modalConfig: [ + { key: "flangePlateThickness", inputKey: "flange_plate_thickness", dataSource: "thicknessList" }, + { key: "webPlateThickness", inputKey: "web_plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "flangeThicknessSelect", inputKey: "flange_plate_thickness", defaultValue: "All" }, + { key: "webThicknessSelect", inputKey: "web_plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs) => { + if (!inputs.member_designation || + inputs.member_designation === "Select Section" || + inputs.load_shear === "") { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + buildSubmissionParams: (inputs, allSelected, lists) => { + return { + "Connector.Flange_Plate.Preferences": inputs.flange_plate_preferences, + "Connector.Flange_Plate.Thickness_list": allSelected.flange_plate_thickness + ? lists.thicknessList : inputs.flange_plate_thickness, + "Connector.Material": inputs.connector_material, + "Connector.Web_Plate.Thickness_List": allSelected.web_plate_thickness + ? lists.thicknessList : inputs.web_plate_thickness, + "Design.Design_Method": inputs.design_method, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "0", + "Load.Moment": inputs.load_moment || "0", + "Load.Shear": inputs.load_shear || "0", + "Material": inputs.material, + "Member.Designation": inputs.member_designation, + "Member.Material": inputs.material, + "Module": "Column-to-Column-Cover-Plate-Welded-Connection", + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade || "290", + "Weld.Type": inputs.weld_type, + "out_titles_status": [1, 1, 1, 1, 0], + flangespace: "0", + "type" : "Fillet Weld" + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "member_designation", + label: "Section Designation*", + type: "select", + options: "columnList", + required: true + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + member_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Moment Force(kN)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" } + ] + }, + { + title: "Flange Splice Plate", + fields: [ + { + key: "flange_plate_preferences", + label: "Type", + type: "select", + options: [ + { value: "Outside", label: "Outside" }, + { value: "Outside + Inside", label: "Outside + Inside" } + ] + }, + { + key: "flange_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "flangeThicknessSelect", + modalKey: "flangePlateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Web Splice Plate", + fields: [ + { + key: "web_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "webThicknessSelect", + modalKey: "webPlateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_type", + label: "Type *", + type: "select", + options: [ + { value: "Fillet Weld", label: "Fillet Weld" } + ] + } + ] + } + ] +}; diff --git a/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedOutputConfig.js b/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedOutputConfig.js new file mode 100644 index 000000000..858399a41 --- /dev/null +++ b/frontend/src/modules/columnColumnCoverPlateWelded/configs/coverPlateWeldedOutputConfig.js @@ -0,0 +1,137 @@ +export const coverPlateWeldedOutputConfig = { + // Output sections and field mappings + sections: { + "Member Capacity": [ + { key: "Section.MomCapacity", label: "Moment Capacity (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity (kN)" }, + { key: "Section.AxialCapacity", label: "Axial Capacity (kN)" } + ], + "Web Splice Plate": [ + { key: "Web_Plate.Height (mm)", label: "Height (mm)" }, + { key: "Web_Plate.Width", label: "Width (mm)" }, + { key: "Connector.Web_Plate.Thickness_List", label: "Thickness (mm)" } + ], + "Flange Splice Plate": [ + { key: "Flange_Plate.Width (mm)", label: "Width (mm)" }, + { key: "flange_plate.Length", label: "Length (mm)" }, + { key: "Connector.Flange_Plate.Thickness_list", label: "Thickness (mm)" } + ] + }, + modals: { + WebWeldDetailsModal: { type: "webWeld", buttonText: "Web Weld Details" }, + FlangeWeldDetailsModal: { type: "flangeWeld", buttonText: "Flange Weld Details" }, + WebCapacityModal: { type: "webCapacity", buttonText: "Web Capacity" }, + FlangeCapacityModal: { type: "flangeCapacity", buttonText: "Flange Capacity" }, + MemberCapacityModal: { type: "details", buttonText: "Member Capacity" }, + BlockShearPatternModal: { type: "blockShear", buttonText: "Block Shear Pattern" } + }, + modalTypes: { + webWeld: { + title: "Web Plate Weld", + width: "68%", + layout: "weld-diagram", + hasImage: false + }, + flangeWeld: { + title: "Flange Plate Weld", + width: "68%", + layout: "weld-diagram", + hasImage: false + }, + webCapacity: { + title: "Web Capacity", + width: "35%", + layout: "single-column", + hasImage: false + }, + flangeCapacity: { + title: "Flange Capacity", + width: "35%", + layout: "single-column", + hasImage: false + }, + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false + }, + blockShear: { + title: "Block Shear Pattern", + width: "68%", + layout: "two-column", + hasImage: true, + imageType: "block_shear_welded_column" + } + }, + modalData: { + webWeld: { + WebWeldDetailsModal: { + fields: [ + { key: "Web_Weld.Size", label: "Web Weld Size (mm)" }, + { key: "Web_Weld.Strength", label: "Web Weld Strength (N/mm)" }, + { key: "Web_Weld.Reduction", label: "Strength Red.Factor" }, + { key: "Web_Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Web_Weld.Stress", label: "Web Weld Stress (N/mm)" } + ], + diagram: { + props: { + plateWidth: "Web_Plate.Height (mm)", + plateHeight: "Web_Plate.Width", + plateThickness: "Connector.Web_Plate.Thickness_List", + weldSize: "Web_Weld.Size", + weldGap: "Detailing.Gap", + isWebPlate: true, + }, + }, + }, + }, + flangeWeld: { + FlangeWeldDetailsModal: { + fields: [ + { key: "Flange_Weld.Size", label: "Flange Weld Size (mm)" }, + { key: "Flange_Weld.Strength", label: "Flange Weld Strength (N/mm)" }, + { key: "Flange_Weld.Reduction", label: "Strength Red.Factor" }, + { key: "Flange_Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Flange_Weld.Stress", label: "Flange Weld Stress (N/mm)" } + ], + diagram: { + props: { + plateWidth: "flange_plate.Length", + plateHeight: "Flange_Plate.Width (mm)", + plateThickness: "Connector.Flange_Plate.Thickness_list", + weldSize: "Flange_Weld.Size", + weldGap: "Detailing.Gap", + isWebPlate: false, + }, + }, + }, + }, + webCapacity: { + WebCapacityModal: [ + { key: "section.Tension_capacity_web", label: "Web Tension Capacity (kN)" }, + { key: "Web_plate.capacity", label: "Web Plate Tension Capacity (kN)" }, + { key: "web_plate.shear_capacity_web_plate", label: "Web Plate Shear Capacity (kN)" } + ] + }, + flangeCapacity: { + FlangeCapacityModal: [ + { key: "Section.flange_capacity", label: "Flange Tension Capacity (kN)" }, + { key: "flange_plate.tension_capacity_flange_plate", label: "Flange Plate Tension Capacity (kN)" } + ] + }, + details: { + MemberCapacityModal: [ + { key: "Section.AxialCapacity", label: "Axial Capacity Member (kN)" }, + { key: "Section.MomCapacity", label: "Moment Capacity Member (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity Member (kN)" } + ] + }, + blockShear: { + BlockShearPatternModal: [ + { key: "Weld.Lw", label: "Lw (mm)" }, + { key: "Weld.Hw", label: "Hw (mm)" } + ] + } + } +}; diff --git a/frontend/src/modules/columnColumnEndPlate/ColumnColumnEndPlate.jsx b/frontend/src/modules/columnColumnEndPlate/ColumnColumnEndPlate.jsx new file mode 100644 index 000000000..45c0a018c --- /dev/null +++ b/frontend/src/modules/columnColumnEndPlate/ColumnColumnEndPlate.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { columnColumnEndPlateConfig } from './configs/columnColumnEndPlateConfig'; +import { columnColumnEndPlateOutputConfig } from './configs/columnColumnEndPlateOutputConfig'; + +function ColumnColumnEndPlate() { + return ( + + ); +} + +export default ColumnColumnEndPlate; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnEndPlate/components/ColumnColumnEndPlateOutputDock.jsx b/frontend/src/modules/columnColumnEndPlate/components/ColumnColumnEndPlateOutputDock.jsx new file mode 100644 index 000000000..ded0aab4b --- /dev/null +++ b/frontend/src/modules/columnColumnEndPlate/components/ColumnColumnEndPlateOutputDock.jsx @@ -0,0 +1,16 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { columnColumnEndPlateOutputConfig } from '../configs/columnColumnEndPlateOutputConfig'; + +const ColumnColumnEndPlateOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default ColumnColumnEndPlateOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateConfig.js b/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateConfig.js new file mode 100644 index 000000000..301de48c3 --- /dev/null +++ b/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateConfig.js @@ -0,0 +1,177 @@ +export const columnColumnEndPlateConfig = { + sessionName: "Column Column End Plate Connection", + routePath: "/design/connections/column-to-column-splice/end_plate", + designType: "Column-to-Column-End-Plate-Connection", + cameraKey: "ColumnColumnEndPlate", + cadOptions: ["Model", "Column", "EndPlate"], + + defaultInputs: { + bolt_hole_type: "Standard", + bolt_diameter: [], + bolt_grade: [], + bolt_slip_factor: "0.3", + bolt_tension_type: "Non pre-tensioned", + bolt_type: "Bearing Bolt", + connectivity: "Coplanar Tension-Compression Flange", + plate_thickness: [], + connector_material: "E 250 (Fe 410 W)A", + design_method: "Limit State Design", + detailing_corr_status: "No", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "0", + load_axial: "100", + load_moment: "100", + load_shear: "100", + material: "E 250 (Fe 410 W)A", + supported_designation: "WPB 900 X 300 X 291.46", + supported_material: "E 250 (Fe 410 W)A", + module: "Column-to-Column-End-Plate-Connection", + weld_fab: "Shop Weld", + weld_material_grade: "410", + weld_type: "Groove Weld", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs) => { + if (!inputs.supported_designation || + inputs.supported_designation === "Select Section" || + inputs.load_shear === "") { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + + return { + "Member.Designation": inputs.supported_designation, + "Member.Material": inputs.supported_material, + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity *": inputs.connectivity, + "Connectivity": inputs.connectivity, + "Connector.Plate.Thickness_List": allSelected.plate_thickness + ? lists.thicknessList : inputs.plate_thickness, + "Connector.Material": inputs.supported_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Moment": inputs.load_moment || "", + "Load.Shear": inputs.load_shear || "", + Material: inputs.material, + "Member.Supported_Section.Designation": inputs.supported_designation, + "Member.Supported_Section.Material": inputs.supported_material, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Weld.Type": inputs.weld_type, + Module: "Column-to-Column-End-Plate-Connection", + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "connectivity", + label: "Connectivity *", + type: "select", + options: [ + { value: "Flush End Plate", label: "Flush End Plate" }, + { value: "Extended Both Way", label: "Extended Both Way", disabled: true } + ] + }, + { + key: "supported_designation", + label: "Column Section*", + type: "select", + options: "columnList", + required: true + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + supported_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Bending Moment (kNm)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter(mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "End Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateOutputConfig.js b/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateOutputConfig.js new file mode 100644 index 000000000..950215eba --- /dev/null +++ b/frontend/src/modules/columnColumnEndPlate/configs/columnColumnEndPlateOutputConfig.js @@ -0,0 +1,127 @@ +export const columnColumnEndPlateOutputConfig = { + sections: { + "Critical Bolt Design": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade", label: "Property Class" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Capacity", label: "Bolt Value (kN)" }, + { key: "Bolt.Tension", label: "Bolt Tension Capacity (kN)" }, + { key: "Bolt.Pitch", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "ColumnEndPlate.nb", label: "Total No. of Bolts" }, + { key: "WebBoltSpacingModal", label: "Web Bolts Spacing" }, + { key: "FlangeBoltSpacingModal", label: "Flange Bolts Spacing" } + ], + + "Plate": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Plate.Length", label: "Length (mm)" }, + { key: "Plate.MomCapacity", label: "Moment Capacity (kNm)" } + ], + + "Weld at Flange": [ + { key: "Weld.Type", label: "Type" }, + { key: "SketchFlangeModal", label: "Details" } + ] + }, + + modals: { + DimensionsModal: { type: "details", buttonText: "Details" }, + DetailingModal: { type: "detailing", buttonText: "Details" }, + SketchModal: { type: "stiffener", buttonText: "Details" }, + SketchFlangeModal: { type: "groove", buttonText: "Details" }, + + WebBoltSpacingModal: { type: "spacing", buttonText: "Details" }, + FlangeBoltSpacingModal: { type: "spacing", buttonText: "Details" } + }, + + modalTypes: { + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false + }, + detailing: { + title: "Typical Detailing", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "detailing" + }, + stiffener: { + title: "Stiffener Details", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "stiffener" + }, + groove: { + title: "Stiffener Details", + width: "40%", + layout: "image-only", + hasImage: true, + imageType: "groove" + }, + spacing: { + title: "Bolt Spacing Details", + width: "60%", + layout: "spacing-diagram", + note: "Representative image for Bolt Spacing" + } + }, + + modalData: { + details: { + DimensionsModal: [ + { key: "Stiffener.Length", label: "Length (mm)" }, + { key: "Stiffener.Width", label: "Width (mm)" }, + { key: "Stiffener.Thickness", label: "Thickness (mm)" } + ] + }, + + spacing: { + WebBoltSpacingModal: { + fields: [ + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "ColumnEndPlate.nbw", label: "No. of Bolts (along one side of the web) (n)" }, + { key: "ColumnEndPlate.nbwtotal", label: "No. of Bolts (along web)" }, + { key: "ColumnEndPlate.p2_flange", label: "Pitch (Web) (p2)" } + ], + diagram: { + origin: "right", + props: { + pitch: "ColumnEndPlate.p2_flange", + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + holeDiameter: "Bolt.Diameter" + } + } + }, + + FlangeBoltSpacingModal: { + fields: [ + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "ColumnEndPlate.nbf", label: "No. of Bolts (along one side of the flange overhang) (n)" }, + { key: "ColumnEndPlate.nbftotal", label: "No. of Bolts (along Flange)" }, + { key: "ColumnEndPlate.p2_flange", label: "Pitch (bolts along center) (p2)" } + ], + diagram: { + origin: "right", + props: { + cols: "ColumnEndPlate.nbf", + rows: "ColumnEndPlate.nbftotal", + pitch: "ColumnEndPlate.p2_flange", + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + holeDiameter: "Bolt.Diameter" + } + } + } + } + } +}; + +// Final output: {'Bolt.Diameter': {'key': 'Bolt.Diameter', 'label': 'Diameter (mm)', 'val': 27}, 'Bolt.Grade': {'key': 'Bolt.Grade', 'label': 'Property Class *', 'val': 8.8}, 'Bolt.Shear': {'key': 'Bolt.Shear', 'label': 'Shear Capacity (kN)', 'val': 175.96}, 'Bolt.Bearing': {'key': 'Bolt.Bearing', 'label': 'Bearing Capacity (kN)', 'val': 657.12}, 'Bolt.Capacity': {'key': 'Bolt.Capacity', 'label': 'Bolt Value (kN)', 'val': 175.96}, 'Bolt.Tension': {'key': 'Bolt.Tension', 'label': 'Bolt Tension Capacity (kN)', 'val': 274.3}, 'Bolt.Pitch': {'key': 'Bolt.Pitch', 'label': 'Pitch 4-5', 'val': 67.5}, 'Bolt.EndDist': {'key': 'Bolt.EndDist', 'label': 'End Distance (mm)', 'val': 55}, 'ColumnEndPlate.nb': {'key': 'ColumnEndPlate.nb', 'label': 'Total No. of Bolts', 'val': 10}, 'Plate.Thickness': {'key': 'Plate.Thickness', 'label': 'Thickness (mm)', 'val': 56}, 'Plate.Height': {'key': 'Plate.Height', 'label': 'Height (mm)', 'val': 450.0}, 'Plate.Length': {'key': 'Plate.Length', 'label': 'Length (mm)', 'val': 250.0}, 'Plate.MomCapacity': {'key': 'Plate.MomCapacity', 'label': 'Moment Capacity (kNm)', 'val': 12.03}, 'Stiffener.Height': {'key': 'Stiffener.Height', 'label': 'Height (mm)', 'val': 0.0}, 'Stiffener.Width': {'key': 'Stiffener.Width', 'label': 'Width (mm)', 'val': 0.0}, 'Stiffener.Thickness': {'key': 'Stiffener.Thickness', 'label': 'Thickness (mm)', 'val': 0.0}, 'Weld.Type': {'key': 'Weld.Type', 'label': 'Type', 'val': 'N/A'}, 'Stiffener.weld_flange': {'key': 'Stiffener.weld_flange', 'label': 'Weld Between Stiffener and End plate', 'val': 'Groove Weld'}, 'Weld.Size_stiffener': {'key': 'Weld.Size_stiffener', 'label': 'Weld Size at Stiffener (mm)', 'val': 'N/A'}, 'Popup.Top_Half_Flange_Bolt_Spacing_for_(n)_Bolts': {'type': 'popup_image', 'title': 'Top Half Flange Bolt Spacing for (n) Bolts', 'image': '/static/data/ResourceFiles/images/spacing_5.png', 'width': 401, 'height': 248}, 'ColumnEndPlate.nbf': {'key': 'ColumnEndPlate.nbf', 'label': 'No. of Bolts (along one side of the flange overhang) (n)', 'val': 1}, 'ColumnEndPlate.nbftotal': {'key': 'ColumnEndPlate.nbftotal', 'label': 'No. of Bolts (along flange)', 'val': 4}, 'ColumnEndPlate.p2_flange': {'key': 'ColumnEndPlate.p2_flange', 'label': 'Pitch (bolts along centre) (p2)', 'val': 65.1}, 'Popup.Web_Bolt_Spacing_for_(n)_Bolts': {'type': 'popup_image', 'title': 'Web Bolt Spacing for (n) Bolts', 'image': '/static/data/ResourceFiles/images/spacing_4.png', 'width': 400, 'height': 411}, 'ColumnEndPlate.nbw': {'key': 'ColumnEndPlate.nbw', 'label': 'No. of Bolts (along one side of the web) (n)', 'val': 5}, 'ColumnEndPlate.nbwtotal': {'key': 'ColumnEndPlate.nbwtotal', 'label': 'No. of Bolts (along web)', 'val': 10}} \ No newline at end of file diff --git a/frontend/src/modules/compressionMember/AxiallyLoadedColumn.jsx b/frontend/src/modules/compressionMember/AxiallyLoadedColumn.jsx new file mode 100644 index 000000000..85ed35279 --- /dev/null +++ b/frontend/src/modules/compressionMember/AxiallyLoadedColumn.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from "../shared/components/EngineeringModule"; +import { axiallyLoadedColumnConfig } from "./configs/axiallyLoadedColumnConfig"; +import { axiallyLoadedColumnOutputConfig } from "./configs/axiallyLoadedColumnOutputConfig"; + +function AxiallyLoadedColumn() { + return ( + + ); +} + +export default AxiallyLoadedColumn; + diff --git a/frontend/src/modules/compressionMember/CompressionMember.jsx b/frontend/src/modules/compressionMember/CompressionMember.jsx new file mode 100644 index 000000000..3f25d750e --- /dev/null +++ b/frontend/src/modules/compressionMember/CompressionMember.jsx @@ -0,0 +1,18 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { compressionMemberConfig } from './configs/compressionMemberConfig'; +import { compressionMemberOutputConfig } from './configs/compressionMemberOutputConfig'; + +function CompressionMember() { + return ( + + ); +} + +export default CompressionMember; + + diff --git a/frontend/src/modules/compressionMember/StrutsBolted.jsx b/frontend/src/modules/compressionMember/StrutsBolted.jsx new file mode 100644 index 000000000..9e91c82fa --- /dev/null +++ b/frontend/src/modules/compressionMember/StrutsBolted.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { strutsBoltedConfig } from './configs/strutsBoltedConfig'; +import { strutsBoltedOutputConfig } from './configs/strutsBoltedOutputConfig'; + +function StrutsBolted() { + return ( + + ); +} + +export default StrutsBolted; diff --git a/frontend/src/modules/compressionMember/StrutsWelded.jsx b/frontend/src/modules/compressionMember/StrutsWelded.jsx new file mode 100644 index 000000000..943aeb55c --- /dev/null +++ b/frontend/src/modules/compressionMember/StrutsWelded.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { strutsWeldedConfig } from './configs/strutsWeldedConfig'; +import { strutsWeldedOutputConfig } from './configs/strutsWeldedOutputConfig'; + +function StrutsWelded() { + return ( + + ); +} + +export default StrutsWelded; diff --git a/frontend/src/modules/compressionMember/components/CompressionMemberOutputDock.jsx b/frontend/src/modules/compressionMember/components/CompressionMemberOutputDock.jsx new file mode 100644 index 000000000..441ceb32c --- /dev/null +++ b/frontend/src/modules/compressionMember/components/CompressionMemberOutputDock.jsx @@ -0,0 +1,19 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../shared/components/BaseOutputDock"; +import { compressionMemberOutputConfig } from "../configs/compressionMemberOutputConfig"; + +const CompressionMemberOutputDock = ({ output }) => { + return ( +
    + +
    + ); +} + +export default CompressionMemberOutputDock; + + diff --git a/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnConfig.js b/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnConfig.js new file mode 100644 index 000000000..4622c7efc --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnConfig.js @@ -0,0 +1,353 @@ +import { MODULE_KEY_AXIALLY_LOADED_COLUMN } from "../../../constants/DesignKeys"; +import img_1_RRFF from "../../../assets/CompressionMember/1.RRFF.PNG"; +import img_1_RRFF_rotated from "../../../assets/CompressionMember/1.RRFF_rotated.PNG"; +import img_2_FRFR from "../../../assets/CompressionMember/2.FRFR.PNG"; +import img_2_FRFR_rotated from "../../../assets/CompressionMember/2.FRFR_rotated.PNG"; +import img_3_RFRF from "../../../assets/CompressionMember/3.RFRF.PNG"; +import img_4_RRFR from "../../../assets/CompressionMember/4.RRFR.PNG"; +import img_4_RRFR_rotated from "../../../assets/CompressionMember/4.RRFR_rotated.PNG"; +import img_5_RRRF from "../../../assets/CompressionMember/5.RRRF.PNG"; +import img_5_RRRF_rotated from "../../../assets/CompressionMember/5.RRRF_rotated.PNG"; +import img_6_RRRR from "../../../assets/CompressionMember/6.RRRR.PNG"; + +export const axiallyLoadedColumnConfig = { + sessionName: "Axially Loaded Column", + routePath: "/design/compression-member/axially_loaded_column", + designType: MODULE_KEY_AXIALLY_LOADED_COLUMN, + cameraKey: "AxiallyLoadedColumn", + cadOptions: ["Model"], + + defaultInputs: { + module: MODULE_KEY_AXIALLY_LOADED_COLUMN, + section_profile: "Beams and Columns", + section_designation: [], + material: "E 250 (Fe 410 W)A", + actual_length_zz: "3000", + actual_length_yy: "3000", + end_condition_1: "Fixed", + end_condition_2: "Fixed", + end_condition_1_y: "Fixed", + end_condition_2_y: "Fixed", + axial_load: "100", + }, + + modalConfig: [ + { + key: "sectionDesignation", + inputKey: "section_designation", + dataSource: null, + }, + ], + + selectionConfig: [ + { + key: "sectionDesignationSelect", + inputKey: "section_designation", + defaultValue: "All", + }, + ], + + getEnd2Values: (end1) => { + if (end1 === "Fixed") { + return ["Fixed", "Free", "Hinged", "Roller"]; + } + if (end1 === "Free") { + return ["Fixed"]; + } + if (end1 === "Hinged") { + return ["Fixed", "Hinged", "Roller"]; + } + if (end1 === "Roller") { + return ["Fixed", "Hinged"]; + } + return ["Fixed", "Free", "Hinged", "Roller"]; + }, + + getEnd2Options: (end1) => { + const values = axiallyLoadedColumnConfig.getEnd2Values(end1); + return values.map((v) => ({ value: v, label: v })); + }, + + getEndConditionImageZZ: (end1, end2) => { + if (end1 === "Fixed") { + if (end2 === "Fixed") return img_6_RRRR; + if (end2 === "Free") return img_1_RRFF_rotated; + if (end2 === "Hinged") return img_5_RRRF_rotated; + if (end2 === "Roller") return img_4_RRFR_rotated; + } else if (end1 === "Free") { + return img_1_RRFF; + } else if (end1 === "Hinged") { + if (end2 === "Fixed") return img_5_RRRF; + if (end2 === "Hinged") return img_3_RFRF; + if (end2 === "Roller") return img_2_FRFR_rotated; + } else if (end1 === "Roller") { + if (end2 === "Fixed") return img_4_RRFR; + if (end2 === "Hinged") return img_2_FRFR; + } + return img_6_RRRR; + }, + + getEndConditionImageYY: (end1, end2) => { + return axiallyLoadedColumnConfig.getEndConditionImageZZ(end1, end2); + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const { + beamList = [], + columnList = [], + rhsList = [], + shsList = [], + angleList = [], + channelList = [], + } = lists || {}; + + const getSectionDesignations = () => { + const profile = inputs.section_profile; + const uiSelection = inputs.section_designation; + + const makeArray = (value) => { + if (!value) return []; + return Array.isArray(value) ? value : [value]; + }; + + let baseList = []; + if (profile === "Beams and Columns") { + baseList = [...beamList, ...columnList]; + } else if (profile === "RHS and SHS") { + baseList = [...rhsList, ...shsList]; + } else if (profile === "CHS") { + baseList = []; + } else if (profile === "Angles" || profile === "Back to Back Angles") { + baseList = angleList || []; + } else if (profile === "Channels" || profile === "Back to Back Channels") { + baseList = channelList || []; + } + + if (allSelected?.section_designation) { + return baseList; + } + + const selected = makeArray(uiSelection).filter((x) => x && x !== "All"); + // Desktop default is effectively "All" until the user customizes. + return selected.length > 0 ? selected : baseList; + }; + + return { + Module: MODULE_KEY_AXIALLY_LOADED_COLUMN, + "Member.Profile": String(inputs.section_profile), + "Member.Designation": getSectionDesignations(), + Material: String(inputs.material), + "Actual.Length_zz": String(inputs.actual_length_zz), + "Actual.Length_yy": String(inputs.actual_length_yy), + End_1: String(inputs.end_condition_1), + End_2: String(inputs.end_condition_2), + End_1_Y: String(inputs.end_condition_1_y), + End_2_Y: String(inputs.end_condition_2_y), + "Load.Axial": String(inputs.axial_load), + }; + }, + + validateInputs: (inputs) => { + if ( + !inputs.section_profile || + !inputs.section_designation || + !inputs.material || + !inputs.actual_length_zz || + !inputs.actual_length_yy || + !inputs.end_condition_1 || + !inputs.end_condition_2 || + !inputs.end_condition_1_y || + !inputs.end_condition_2_y + ) { + return { + isValid: false, + message: "Please input all the required fields", + }; + } + + const toNumber = (v) => { + const n = parseFloat(v); + return Number.isFinite(n) ? n : NaN; + }; + + if (toNumber(inputs.actual_length_zz) <= 0 || toNumber(inputs.actual_length_yy) <= 0) { + return { isValid: false, message: "Actual lengths must be positive numbers" }; + } + + if (toNumber(inputs.axial_load) <= 0) { + return { isValid: false, message: "Axial load must be a positive number" }; + } + + return { isValid: true }; + }, + + inputSections: [ + { + title: "Section Property", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "select", + options: "sectionProfileList", + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + getDynamicDataSource: (inputs, contextData) => { + const profile = inputs.section_profile; + if (!profile || !contextData) return []; + + if (profile === "Beams and Columns") { + return [ + ...(contextData.beamList || []), + ...(contextData.columnList || []), + ]; + } + if (profile === "RHS and SHS") { + return [ + ...(contextData.rhsList || []), + ...(contextData.shsList || []), + ]; + } + if (profile === "CHS") { + return contextData.chsList || []; + } + if (profile === "Angles" || profile === "Back to Back Angles") { + return contextData.angleList || []; + } + if (profile === "Channels" || profile === "Back to Back Channels") { + return contextData.channelList || []; + } + return []; + }, + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find((item) => item.id === value); + setInputs({ + ...inputs, + material: material?.Grade || inputs.material, + }); + }, + }, + ], + }, + { + title: "Section Data", + fields: [ + { + key: "actual_length_zz", + label: "Actual Length (z-z), mm*", + type: "number", + validation: "positive_number", + }, + { + key: "actual_length_yy", + label: "Actual Length (y-y), mm*", + type: "number", + validation: "positive_number", + }, + ], + }, + { + title: "End Condition", + fields: [ + { + key: "end_condition_1", + label: "End 1*", + type: "select", + options: "endConditionList", + onChange: (value, inputs, setInputs) => { + const nextValues = axiallyLoadedColumnConfig.getEnd2Values(value); + const nextEnd2 = nextValues[0] || inputs.end_condition_2 || "Fixed"; + setInputs({ + ...inputs, + end_condition_1: value, + end_condition_2: nextEnd2, + }); + }, + }, + { + key: "end_condition_2", + label: "End 2*", + type: "dynamicSelect", + getOptions: (inputs) => + axiallyLoadedColumnConfig.getEnd2Options(inputs.end_condition_1), + }, + { + key: "end_condition_image_zz", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState, inputs) => + axiallyLoadedColumnConfig.getEndConditionImageZZ( + inputs?.end_condition_1 || "Fixed", + inputs?.end_condition_2 || "Fixed" + ), + height: "120px", + width: "180px", + }, + ], + }, + { + title: "End Condition 2", + fields: [ + { + key: "end_condition_1_y", + label: "End 1 (y-y)*", + type: "select", + options: "endConditionList", + onChange: (value, inputs, setInputs) => { + const nextValues = axiallyLoadedColumnConfig.getEnd2Values(value); + const nextEnd2Y = nextValues[0] || inputs.end_condition_2_y || "Fixed"; + setInputs({ + ...inputs, + end_condition_1_y: value, + end_condition_2_y: nextEnd2Y, + }); + }, + }, + { + key: "end_condition_2_y", + label: "End 2 (y-y)*", + type: "dynamicSelect", + getOptions: (inputs) => + axiallyLoadedColumnConfig.getEnd2Options(inputs.end_condition_1_y), + }, + { + key: "end_condition_image_yy", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState, inputs) => + axiallyLoadedColumnConfig.getEndConditionImageYY( + inputs?.end_condition_1_y || "Fixed", + inputs?.end_condition_2_y || "Fixed" + ), + height: "120px", + width: "180px", + }, + ], + }, + { + title: "Factored Loads", + fields: [ + { + key: "axial_load", + label: "Axial Force (kN)", + type: "number", + validation: "positive_number", + }, + ], + }, + ], +}; + diff --git a/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnOutputConfig.js b/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnOutputConfig.js new file mode 100644 index 000000000..7d3264e16 --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/axiallyLoadedColumnOutputConfig.js @@ -0,0 +1,38 @@ +export const axiallyLoadedColumnOutputConfig = { + sections: { + "Optimum Section": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "MajorEffSecArea", label: "Effective Sectional Area (mmĀ²)" }, + ], + "Major Axis (z-z)": [ + { key: "Major.Effective_Length", label: "Effective Length (m)" }, + { key: "MajorBucklingStress", label: "Euler Buckling Stress (MPa)" }, + { key: "MajorBC", label: "Buckling Curve Classification" }, + { key: "MajorIF", label: "Imperfection Factor" }, + { key: "MajorSRF", label: "Stress Reduction Factor" }, + { key: "MajorNDESR", label: "Non-dim. Eff. Slender. Ratio" }, + { key: "MajorDCS", label: "Design Compressive Stress (MPa)" }, + ], + "Minor Axis (y-y)": [ + { key: "MinorEffLen", label: "Effective Length (m)" }, + { key: "MinorBucklingStress", label: "Euler Buckling Stress (MPa)" }, + { key: "MinorBC", label: "Buckling Curve Classification" }, + { key: "MinorIF", label: "Imperfection Factor" }, + { key: "MinorSRF", label: "Stress Reduction Factor" }, + { key: "MinorNDESR", label: "Non-dim. Eff. Slender. Ratio" }, + { key: "MinorDCS", label: "Design Compressive Stress (MPa)" }, + ], + "Design Results": [ + { key: "MinCompStress", label: "Min. Design Comp.Stress (MPa)" }, + { key: "MaterialStress", label: "fy, Ī³m0" }, + { key: "Fcd", label: "fcd" }, + { key: "Design.Strength", label: "Design Capacity (kN)" }, + ], + }, + + modals: {}, + modalTypes: {}, + modalData: {}, +}; diff --git a/frontend/src/modules/compressionMember/configs/compressionMemberConfig.js b/frontend/src/modules/compressionMember/configs/compressionMemberConfig.js new file mode 100644 index 000000000..823b74137 --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/compressionMemberConfig.js @@ -0,0 +1,223 @@ +export const compressionMemberConfig = { + sessionName: "Compression Member Design", + routePath: "/design/compression-member/struts_in_trusses", + designType: "Compression-Member-Design", + cameraKey: "CompressionMember", + cadOptions: ["Model", "Member"], + + defaultInputs: { + module: "Compression-Member-Design", + section_profile: "Angles", + section_designation: [], + material: "E 250 (Fe 410 W)A", + section_material: "E 250 (Fe 410 W)A", + design_method: "Limit State Design", + member_length: "3000", + axial_load: "100", + end_condition_1: "Fixed", + end_condition_2: "Fixed", + location: "Long Leg", + }, + + modalConfig: [ + { key: "sectionDesignation", inputKey: "section_designation", dataSource: "angleList" }, + ], + + selectionConfig: [ + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + getDynamicSectionList: (profile, angleList) => { + switch (profile) { + case "Angles": + case "Back to Back Angles": + case "Back to Back Angles - Same side of gusset": + case "Back to Back Angles - Opposite side of gusset": + return angleList || []; + default: + return []; + } + }, + + validateInputs: (inputs) => { + if (!inputs.section_designation || + !inputs.member_length || + + !inputs.design_method || + inputs.section_designation === "Select Section") { + return { isValid: false, message: "Please input all the required fields" }; + } + + // Validate numeric inputs + if (isNaN(parseFloat(inputs.member_length)) || parseFloat(inputs.member_length) <= 0) { + return { isValid: false, message: "Member length must be a positive number" }; + } + if (isNaN(parseFloat(inputs.axial_load)) || parseFloat(inputs.axial_load) <= 0) { + return { isValid: false, message: "Axial load must be a positive number" }; + } + + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + + const dynamicSectionList = compressionMemberConfig.getDynamicSectionList( + inputs.section_profile, + lists.angleList + ); + + return { + "Module": "Compression-Member-Design", + "Member.Profile": String(inputs.section_profile), + "Member.Designation": allSelected.section_designation + ? dynamicSectionList + : (Array.isArray(inputs.section_designation) + ? inputs.section_designation + : [inputs.section_designation || ""]), + "Material": String(inputs.material), + "Member.Material": String(inputs.section_material), + "Design.Design_Method": String(inputs.design_method), + "Member.Length": String(inputs.member_length), + "Load.Axial": String(inputs.axial_load), + "End_1": String(inputs.end_condition_1), + "End_2": String(inputs.end_condition_2), + "Conn_Location": String(inputs.location), + }; + }, + + inputSections: [ + { + title: "Section Data", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "sectionProfileSelect", + options: [ + { value: "Angles", label: "Angles" }, + { value: "Back to Back Angles - Same side of gusset", label: "Back to Back Angles - Same side of gusset" }, + { value: "Back to Back Angles - Opposite side of gusset", label: "Back to Back Angles - Opposite side of gusset" } + ], + defaultValue: "Angles", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + section_profile: value, + section_designation: [], + }); + } + }, + { + key: "location", + label: "Location*", + type: "select", + options: [ + { value: "Long Leg", label: "Long Leg" }, + { value: "Short Leg", label: "Short Leg" } + ], + defaultValue: "Long Leg" + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + defaultValue: [], + getDynamicDataSource: (inputs, contextData) => { + return compressionMemberConfig.getDynamicSectionList( + inputs.section_profile, + contextData.angleList + ); + } + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + section_material: material.Grade, + }); + } + } + ] + }, + { + title: "Member Details", + fields: [ + { + key: "member_length", + label: "Member Length (mm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter member length" + }, + { + key: "end_condition_1", + label: "End Condition 1*", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + defaultValue: "Fixed" + }, + { + key: "end_condition_2", + label: "End Condition 2*", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + defaultValue: "Fixed" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { + key: "axial_load", + label: "Axial Load (kN)", + type: "number", + validation: "positive_number", + placeholder: "Enter axial load" + } + ] + }, + { + title: "Design Preferences", + fields: [ + { + key: "design_method", + label: "Design Method", + type: "select", + options: [ + { value: "Limit State Design", label: "Limit State Design" } + ], + defaultValue: "Limit State Design" + } + ] + } + ], + + backendKeys: { + "Member.Profile": "Member.Profile", + "Member.Designation": "Member.Designation", + "Material": "Material", + "Member.Material": "Member.Material", + "Design.Design_Method": "Design.Design_Method", + "Member.Length": "Member.Length", + "Load.Axial": "Load.Axial", + "End_1": "End_1", + "End_2": "End_2", + "Conn_Location": "Conn_Location", + }, +}; + diff --git a/frontend/src/modules/compressionMember/configs/compressionMemberOutputConfig.js b/frontend/src/modules/compressionMember/configs/compressionMemberOutputConfig.js new file mode 100644 index 000000000..6aff97932 --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/compressionMemberOutputConfig.js @@ -0,0 +1,86 @@ +// Output configuration for Compression Member +// Configuration matching the output fields from compression.py + +export const compressionMemberOutputConfig = { + sections: { + "Section Details": [ + { key: "Title_OptimumDesignation", label: "Optimum Designation" }, + { key: "Optimum_UR_Compression", label: "Utilization Ratio" }, + { key: "Optimum_SC", label: "Section Classification" }, + { key: "Eff_Sec_Area", label: "Eff. Sectional Area (mmĀ²)" }, + { key: "Eff_Len", label: "Eff. Length (mm)" } + ], + "Buckling Details": [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "SR_lambdavv", label: "Lambda vv" }, + { key: "SR_lambdapsi", label: "Lambda psi" }, + { key: "Euler_Buckling_Stress", label: "Euler Buckling Stress (MPa)" }, + { key: "Buckling_Curve", label: "Buckling Curve" }, + { key: "Imperfection_Factor", label: "Imperfection Factor" }, + { key: "SR_Factor", label: "Stress Reduction Factor" }, + { key: "Non_Dim_ESR", label: "Non-Dimensional ESR" } + ], + "Design Results": [ + { key: "Comp_Stress", label: "Design Compressive Stress (MPa)" }, + { key: "Design_Strength_Compression", label: "Design Strength (kN)" } + ], + "Weld Details": [ + { key: "Weld.Type", label: "Weld Type" }, + { key: "Weld.Size", label: "Weld Size (mm)" }, + { key: "Weld.Strength", label: "Weld Strength (kN)" } + ], + "Bolt Details": [ + { key: "Bolts_One_Line_S", label: "Bolts in One Line" }, + { key: "Bolt_Line", label: "Number of Bolt Lines" }, + { key: "Pitch", label: "Pitch (mm)" }, + { key: "End_Dist", label: "End Distance (mm)" }, + { key: "Gauge", label: "Gauge (mm)" }, + { key: "Edge_Dist", label: "Edge Distance (mm)" } + ] + }, + + modals: { + BucklingModal: { type: "buckling", buttonText: "Buckling Details" }, + StrengthModal: { type: "strength", buttonText: "Strength Details" } + }, + + modalTypes: { + buckling: { + title: "Buckling Analysis Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Detailed buckling calculations for compression member" + }, + strength: { + title: "Strength Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Design strength calculations" + } + }, + + modalData: { + buckling: { + BucklingModal: [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "SR_lambdavv", label: "Lambda vv" }, + { key: "SR_lambdapsi", label: "Lambda psi" }, + { key: "Euler_Buckling_Stress", label: "Euler Buckling Stress (MPa)" }, + { key: "Buckling_Curve", label: "Buckling Curve" }, + { key: "Imperfection_Factor", label: "Imperfection Factor" }, + { key: "SR_Factor", label: "Stress Reduction Factor" }, + { key: "Non_Dim_ESR", label: "Non-Dimensional ESR" } + ] + }, + strength: { + StrengthModal: [ + { key: "Comp_Stress", label: "Design Compressive Stress (MPa)" }, + { key: "Design_Strength_Compression", label: "Design Strength (kN)" } + ] + } + } +}; + + diff --git a/frontend/src/modules/compressionMember/configs/strutsBoltedConfig.js b/frontend/src/modules/compressionMember/configs/strutsBoltedConfig.js new file mode 100644 index 000000000..73c89f264 --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/strutsBoltedConfig.js @@ -0,0 +1,392 @@ +import ANGLES from "../../../assets/CompressionMember/bA.png"; +import BACK_TO_BACK_ANGLES from "../../../assets/CompressionMember/bBBA.png"; +import STAR_ANGLES from "../../../assets/CompressionMember/bSA.png"; +import CHANNELS from "../../../assets/CompressionMember/bC.png"; +import BACK_TO_BACK_CHANNELS from "../../../assets/CompressionMember/bBBC.png"; +import ErrorImg from "../../../assets/notSelected.png"; +import FIXED_FIXED from "../../../assets/CompressionMember/RRRRstrut.png"; +import FIXED_HINGED from "../../../assets/CompressionMember/RFRFstrut.png"; +import HINGED_FIXED from "../../../assets/CompressionMember/RRRFstrut.png"; + +export const strutsBoltedConfig = { + sessionName: "Struts Bolted to End Gusset", + routePath: "/design/compression-member/struts_bolted_to_end_gusset", + designType: "Struts-Bolted-Design", + cameraKey: "CompressionMember", + cadOptions: ["Model", "Member", "Plate"], + + defaultInputs: { + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing Bolt", + connector_material: "E 250 (Fe 410 W)A", + section_profile: "Angles", + location: "Long Leg", + is_leg_loaded: "Yes", + length: "3000", + axial_force: "100", + module: "Struts-Bolted-Design", + plate_thickness: [], + section_designation: [], + material: "E 250 (Fe 410 W)A", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + member_designation: "All", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + end_condition_1: "Hinged", + end_condition_2: "Hinged", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + // Helper function to get section image based on profile + getSectionImage: (profile) => { + switch (profile) { + case "Angles": + return ANGLES; + case "Back to Back Angles": + return BACK_TO_BACK_ANGLES; + case "Star Angles": + return STAR_ANGLES; + case "Channels": + return CHANNELS; + case "Back to Back Channels": + return BACK_TO_BACK_CHANNELS; + default: + return ErrorImg; + } + }, + + // Helper function to get end condition image based on end1 and end2 + getEndConditionImage: (end1, end2) => { + if (end1 === "Fixed" && end2 === "Fixed") { + return FIXED_FIXED; + } else if (end1 === "Fixed" && end2 === "Hinged") { + return FIXED_HINGED; + } else if (end1 === "Hinged" && end2 === "Fixed") { + return HINGED_FIXED; + } else if (end1 === "Hinged" && end2 === "Hinged") { + return FIXED_HINGED; + } else if (end1 === "Fixed" && end2 === "Free") { + return FIXED_FIXED; + } + // Default: Fixed-Fixed + return FIXED_FIXED; + }, + + validateInputs: (inputs) => { + if (!inputs.section_profile) { + return { isValid: false, message: "Please select a Section Profile." }; + } + if (!inputs.length ) { + return { isValid: false, message: "Please enter valid Length and Axial Force." }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + // Helper to resolve lists + const getList = (key, listName) => { + if (allSelected?.[key]) { + return lists?.[listName]?.map(item => String(item.value || item.Grade || item)) || []; + } + const val = inputs[key]; + if (Array.isArray(val)) return val.map(String); + return val ? [String(val)] : []; + }; + + // Normalize section list items to designation strings (matches All/Customized list patterns elsewhere) + const normalizeSectionItem = (item) => { + if (item == null) return ""; + if (typeof item === "string") return item.trim(); + return String( + item.designation ?? item.Designation ?? item.value ?? item.Grade ?? item + ).trim(); + }; + const normalizeSectionList = (list) => { + if (!Array.isArray(list)) return []; + return list.map(normalizeSectionItem).filter((s) => s !== ""); + }; + + const dynamicSectionList = normalizeSectionList( + strutsBoltedConfig.getDynamicSectionList( + inputs.section_profile, + lists?.angleList, + lists?.channelList + ) + ); + + const memberDesignation = allSelected?.section_designation + ? dynamicSectionList + : normalizeSectionList( + Array.isArray(inputs.section_designation) + ? inputs.section_designation + : inputs.section_designation + ? [inputs.section_designation] + : [] + ); + + return { + "Module": "Struts-Bolted-Design", + "Member.Profile": inputs.section_profile, + "Member.Designation": memberDesignation, + + "Material": inputs.material, + "Member.Material": inputs.material, + + "Member.Length": String(inputs.length), + "Load.Axial": String(inputs.axial_force), + + "Conn_Location": inputs.location, + "Member.End_1": inputs.end_condition_1, + "Member.End_2": inputs.end_condition_2, + "is_leg_loaded": inputs.is_leg_loaded, + + "Bolt.Diameter": getList("bolt_diameter", "boltDiameterList"), + "Bolt.Grade": getList("bolt_grade", "propertyClassList"), + "Bolt.Type": inputs.bolt_type, + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Slip_Factor": String(inputs.bolt_slip_factor), + + "Connector.Material": inputs.connector_material, + "Connector.Plate.Thickness_List": getList("plate_thickness", "thicknessList"), + + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": String(inputs.detailing_gap), + }; + }, + + // Helper function to get location options based on profile + getLocationOptions: (profile) => { + if (profile && profile.includes("Angle")) { + return [ + { value: "Long Leg", label: "Long Leg" }, + { value: "Short Leg", label: "Short Leg" } + ]; + } + return [{ value: "Web", label: "Web" }]; + }, + + // Helper function to get section list based on profile + getDynamicSectionList: (profile, angleList, channelList) => { + if (profile && profile.includes("Angle")) { + return angleList || []; + } + if (profile && profile.includes("Channel")) { + return channelList || []; + } + return []; + }, + + + + inputSections: [ + { + title: "Section Data", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "sectionProfileList", + onChange: (value, setInputs,setExtraState) => { + const imageSource = strutsBoltedConfig.getSectionImage(value); + setExtraState((extState) => ({ + ...extState, + selectedProfile: value, + imageSource: imageSource + })); + setInputs((inps) => ({ + ...inps, + section_profile: value, + section_designation: [], + location: strutsBoltedConfig.getLocationOptions(value)[0]?.value || "Long Leg" + })); + } + }, + { + key: "profile_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState) => extraState?.imageSource || ANGLES, + height: "100px", + width: "100px" + }, + { + key: "location", + label: "Conn_Location *", + type: "dynamicSelect", + getOptions: (inputs) => { + return strutsBoltedConfig.getLocationOptions(inputs.section_profile); + } + }, + { + key: "is_leg_loaded", + label: "Loaded through one leg", + type: "select", + options: [ + { value: "Yes", label: "Yes" }, + { value: "No", label: "No" } + ] + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + getDynamicDataSource: (inputs, contextData) => { + return strutsBoltedConfig.getDynamicSectionList( + inputs.section_profile, + contextData.angleList, + contextData.channelList + ); + } + }, + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "length", + label: "Length (mm) *", + type: "number" + } + ] + }, + { + title: "End Conditions", + fields: [ + { + key: "end_condition_1", + label: "End 1 Condition", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + onChange: (value, inputs, setInputs, setExtraState) => { + const endImage = strutsBoltedConfig.getEndConditionImage(value, inputs.end_condition_2); + setExtraState((extState) => ({ + ...extState, + endConditionImage: endImage + })); + setInputs((inps) => ({ + ...inps, + end_condition_1: value + })); + } + }, + { + key: "end_condition_2", + label: "End 2 Condition", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + onChange: (value, inputs, setInputs, setExtraState) => { + const endImage = strutsBoltedConfig.getEndConditionImage(inputs.end_condition_1, value); + setExtraState((extState) => ({ + ...extState, + endConditionImage: endImage + })); + setInputs((inps) => ({ + ...inps, + end_condition_2: value + })); + } + }, + { + key: "end_condition_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (inputs) => { + const end1 = inputs?.end_condition_1 || "Hinged"; + const end2 = inputs?.end_condition_2 || "Hinged"; + return strutsBoltedConfig.getEndConditionImage(end1, end2); + }, + height: "120px", + width: "180px" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter (mm) *", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: "Type *", + type: "select", + options: [ + { value: "Bearing Bolt", label: "Bearing Bolt" }, + { value: "Friction Grip Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: "Property Class *", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness (mm) *", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; diff --git a/frontend/src/modules/compressionMember/configs/strutsBoltedOutputConfig.js b/frontend/src/modules/compressionMember/configs/strutsBoltedOutputConfig.js new file mode 100644 index 000000000..580d575d3 --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/strutsBoltedOutputConfig.js @@ -0,0 +1,99 @@ +export const strutsBoltedOutputConfig = { + sections: { + "Section Details": [ + { key: "section_size.designation", label: "Designation" }, + { key: "KEY_EFFECTIVE_LENGTH", label: "Effective Length, KL (mm)" }, + { key: "KEY_FCD", label: "Design Compressive Stress, fcd (MPa)" }, + { key: "Member.tension_capacity", label: "Design Strength (kN)" }, + { key: "Member.Slenderness", label: "Slenderness ratio" }, + { key: "Member.efficiency", label: "Utilization Ratio" }, + ], + "Bolt Details": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "bolt.long_joint", label: "Long Joint Red.Factor" }, + { key: "bolt.large_grip", label: "Large Grip Red.Factor" }, + { key: "Bolt.Capacity", label: "Capacity (kN)" }, + { key: "Bolt.Force (kN)", label: "Bolt Force (kN)" }, + ], + "Gusset Plate Details": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Min.Height (mm)" }, + { key: "Plate.Length", label: "Min.Plate Length (mm)" }, + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)" }, + { key: "Plate.Rupture", label: "Tension Rupture Capacity (kN)" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)" }, + ], + "Connection Details": [ + { key: "Intermittent.Connection", label: "Connection (nos)" }, + { key: "Intermittent.Spacing", label: "Spacing (mm)" }, + ], + "Intermittent Bolt Details": [ + { key: "Bolt.InterDiameter", label: "Diameter (mm)" }, + { key: "Bolt.InterGrade", label: "Grade" }, + { key: "Bolt.InterLine", label: "Columns (nos)" }, + { key: "Bolt.InterOneLine", label: "Rows (nos)" }, + ], + "Plate Details": [ + { key: "Plate.InterHeight", label: "Height (mm)" }, + { key: "Plate.InterLength", label: "Length (mm)" }, + ], + }, + + modals: { + SpacingModal: { type: "spacing", buttonText: "Spacing" }, + PatternModal: { type: "pattern", buttonText: "Pattern" } + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + note: "Representative image for Spacing Details" + }, + pattern: { + title: "Pattern Details", + width: "68%", + layout: "capacity-complex", + hasImage: true, + note: "Representative image for Failure Pattern" + } + }, + + modalData: { + spacing: { + SpacingModal: { + fields: [ + { key: "Bolt.Pitch", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "Bolt.Gauge", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist", label: "Edge Distance (mm)" }, + ], + diagram: { + origin: "right", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + }, + pattern: { + PatternModal: [ + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)", section: "Failure due to Tension in Plate" }, + { key: "Plate.Rupture", label: "Tension Rupture Capacity (kN)", section: "Failure due to Tension in Plate" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)", section: "Failure due to Block Shear in Plate" }, + ] + } + } +}; diff --git a/frontend/src/modules/compressionMember/configs/strutsWeldedConfig.js b/frontend/src/modules/compressionMember/configs/strutsWeldedConfig.js new file mode 100644 index 000000000..19fc64f6c --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/strutsWeldedConfig.js @@ -0,0 +1,321 @@ +import ANGLES from "../../../assets/CompressionMember/bA.png"; +import BACK_TO_BACK_ANGLES from "../../../assets/CompressionMember/back_back_same_side_angles.png"; +import STAR_ANGLES from "../../../assets/CompressionMember/bBBA.png"; +import CHANNELS from "../../../assets/CompressionMember/bC.png"; +import BACK_TO_BACK_CHANNELS from "../../../assets/CompressionMember/bBBC.png"; +import ErrorImg from "../../../assets/notSelected.png"; +import FIXED_FIXED from "../../../assets/CompressionMember/RRRRstrut.png"; +import FIXED_HINGED from "../../../assets/CompressionMember/RFRFstrut.png"; +import HINGED_FIXED from "../../../assets/CompressionMember/RRRFstrut.png"; + +export const strutsWeldedConfig = { + sessionName: "Struts Welded to End Gusset", + routePath: "/design/compression-member/struts_welded_to_end_gusset", + designType: "Struts-Welded-Design", + cameraKey: "CompressionMember", + cadOptions: ["Model", "Member", "Plate"], + + defaultInputs: { + connector_material: "E 250 (Fe 410 W)A", + section_profile: "Angles", + location: "Long Leg", + length: "3000", + axial_force: "100", + module: "Struts-Welded-Design", + plate_thickness: [], + section_designation: [], + material: "E 250 (Fe 410 W)A", + member_designation: "All", + design_method: "Limit State Design", + end_condition_1: "Hinged", + end_condition_2: "Hinged", + }, + + modalConfig: [ + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, + ], + + selectionConfig: [ + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + getSectionImage: (profile) => { + switch (profile) { + case "Angles": + return ANGLES; + case "Back to Back Angles": + return BACK_TO_BACK_ANGLES; + case "Star Angles": + return STAR_ANGLES; + case "Channels": + return CHANNELS; + case "Back to Back Channels": + return BACK_TO_BACK_CHANNELS; + default: + return ErrorImg; + } + }, + + getEndConditionImage: (end1, end2) => { + if (end1 === "Fixed" && end2 === "Fixed") { + return FIXED_FIXED; + } else if (end1 === "Fixed" && end2 === "Hinged") { + return FIXED_HINGED; + } else if (end1 === "Hinged" && end2 === "Fixed") { + return HINGED_FIXED; + } else if (end1 === "Hinged" && end2 === "Hinged") { + return FIXED_HINGED; + } else if (end1 === "Fixed" && end2 === "Free") { + return FIXED_FIXED; + } + return FIXED_FIXED; + }, + + validateInputs: (inputs) => { + if (!inputs.section_profile) { + return { isValid: false, message: "Please select a Section Profile." }; + } + if (!inputs.length ) { + return { isValid: false, message: "Please enter valid Length and Axial Force." }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const getList = (key, listName) => { + if (allSelected?.[key]) { + return lists?.[listName]?.map(item => String(item.value || item.Grade || item)) || []; + } + const val = inputs[key]; + if (Array.isArray(val)) return val.map(String); + return val ? [String(val)] : []; + }; + + const normalizeSectionItem = (item) => { + if (item == null) return ""; + if (typeof item === "string") return item.trim(); + return String( + item.designation ?? item.Designation ?? item.value ?? item.Grade ?? item + ).trim(); + }; + const normalizeSectionList = (list) => { + if (!Array.isArray(list)) return []; + return list.map(normalizeSectionItem).filter((s) => s !== ""); + }; + + const dynamicSectionList = normalizeSectionList( + strutsWeldedConfig.getDynamicSectionList( + inputs.section_profile, + lists?.angleList, + lists?.channelList + ) + ); + + const memberDesignation = allSelected?.section_designation + ? dynamicSectionList + : normalizeSectionList( + Array.isArray(inputs.section_designation) + ? inputs.section_designation + : inputs.section_designation + ? [inputs.section_designation] + : [] + ); + + return { + "Module": "Struts-Welded-Design", + "Member.Profile": inputs.section_profile, + "Member.Designation": memberDesignation, + + "Material": inputs.material, + "Member.Material": inputs.material, + + "Member.Length": String(inputs.length), + "Load.Axial": String(inputs.axial_force), + + "Conn_Location": inputs.location, + "Member.End_1": inputs.end_condition_1, + "Member.End_2": inputs.end_condition_2, + + "Connector.Material": inputs.connector_material, + "Connector.Plate.Thickness_List": getList("plate_thickness", "thicknessList"), + + "Design.Design_Method": inputs.design_method, + }; + }, + + getLocationOptions: (profile) => { + if (profile && profile.includes("Angle")) { + return [ + { value: "Long Leg", label: "Long Leg" }, + { value: "Short Leg", label: "Short Leg" } + ]; + } + return [{ value: "Web", label: "Web" }]; + }, + + getDynamicSectionList: (profile, angleList, channelList) => { + if (profile && profile.includes("Angle")) { + return angleList || []; + } + if (profile && profile.includes("Channel")) { + return channelList || []; + } + return []; + }, + + inputSections: [ + { + title: "Section Data", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "sectionProfileList", + onChange: (value, setInputs, setExtraState) => { + const imageSource = strutsWeldedConfig.getSectionImage(value); + setExtraState((extState) => ({ + ...extState, + selectedProfile: value, + imageSource: imageSource + })); + setInputs((inps) => ({ + ...inps, + section_profile: value, + section_designation: [], + location: strutsWeldedConfig.getLocationOptions(value)[0]?.value || "Long Leg" + })); + } + }, + { + key: "profile_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (extraState) => extraState?.imageSource || ANGLES, + height: "100px", + width: "100px" + }, + { + key: "location", + label: "Conn_Location *", + type: "dynamicSelect", + getOptions: (inputs) => { + return strutsWeldedConfig.getLocationOptions(inputs.section_profile); + } + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + getDynamicDataSource: (inputs, contextData) => { + return strutsWeldedConfig.getDynamicSectionList( + inputs.section_profile, + contextData.angleList, + contextData.channelList + ); + } + }, + { + key: "material", + label: "Material *", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + }); + } + }, + { + key: "length", + label: "Length (mm) *", + type: "number" + } + ] + }, + { + title: "End Conditions", + fields: [ + { + key: "end_condition_1", + label: "End 1 Condition", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + onChange: (value, inputs, setInputs, setExtraState) => { + const endImage = strutsWeldedConfig.getEndConditionImage(value, inputs.end_condition_2); + setExtraState((extState) => ({ + ...extState, + endConditionImage: endImage + })); + setInputs((inps) => ({ + ...inps, + end_condition_1: value + })); + } + }, + { + key: "end_condition_2", + label: "End 2 Condition", + type: "select", + options: [ + { value: "Fixed", label: "Fixed" }, + { value: "Hinged", label: "Hinged" } + ], + onChange: (value, inputs, setInputs, setExtraState) => { + const endImage = strutsWeldedConfig.getEndConditionImage(inputs.end_condition_1, value); + setExtraState((extState) => ({ + ...extState, + endConditionImage: endImage + })); + setInputs((inps) => ({ + ...inps, + end_condition_2: value + })); + } + }, + { + key: "end_condition_image", + label: "", + type: "image", + conditionalDisplay: () => true, + imageSource: (inputs) => { + const end1 = inputs?.end_condition_1 || "Hinged"; + const end2 = inputs?.end_condition_2 || "Hinged"; + return strutsWeldedConfig.getEndConditionImage(end1, end2); + }, + height: "120px", + width: "180px" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "axial_force", label: "Axial Force (kN)", type: "number" } + ] + }, + { + title: "Plate", + fields: [ + { + key: "plate_thickness", + label: "Thickness (mm) *", + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; diff --git a/frontend/src/modules/compressionMember/configs/strutsWeldedOutputConfig.js b/frontend/src/modules/compressionMember/configs/strutsWeldedOutputConfig.js new file mode 100644 index 000000000..68f35a8ef --- /dev/null +++ b/frontend/src/modules/compressionMember/configs/strutsWeldedOutputConfig.js @@ -0,0 +1,43 @@ +export const strutsWeldedOutputConfig = { + sections: { + "Section Details": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "MajorEffSecArea", label: "Eff. Sectional Area (cmĀ²)" }, + { key: "Major.Effective_Length", label: "Eff. Length (m)" }, + { key: "ESR", label: "Effective SR" }, + { key: "ESRLambdavv", label: "Lambda v-v" }, + { key: "ESRLambdapsi", label: "Lambda psi" }, + { key: "MajorBucklingStress", label: "Buckling Stress (MPa)" }, + { key: "BucklingCurve", label: "Buckling Curve" }, + { key: "ImperfectionFactor", label: "Imperfection" }, + { key: "StressReductionFactor", label: "Stress Reduction" }, + { key: "NDESR", label: "ND Eff. Slenderness" }, + ], + "Design Results": [ + { key: "MinorDCS", label: "Compressive Stress (MPa)" }, + { key: "Design.Strength", label: "Design Capacity (kN)" }, + ], + "Weld Details": [ + { key: "Weld.Type", label: "Type" }, + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Strength", label: "Strength (N/mm)" }, + { key: "bolt.long_joint", label: "Long Joint Red.Factor" }, + { key: "Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Weld.Stress", label: "Stress (N/mm)" }, + { key: "Weld.EffLength", label: "Eff.Length (mm)" }, + ], + "Gusset Plate Details": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Min.Height (mm)" }, + { key: "Plate.Length", label: "Min.Plate Length (mm)" }, + { key: "Plate.Yield", label: "Tension Yielding Capacity (kN)" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)" }, + { key: "Plate.Capacity", label: "Tension Capacity (kN)" }, + ], + }, + modals: {}, + modalTypes: {}, + modalData: {}, +}; diff --git a/frontend/src/modules/coverPlateBolted/CoverPlateBolted.jsx b/frontend/src/modules/coverPlateBolted/CoverPlateBolted.jsx new file mode 100644 index 000000000..c5d83d3c6 --- /dev/null +++ b/frontend/src/modules/coverPlateBolted/CoverPlateBolted.jsx @@ -0,0 +1,17 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { coverPlateBoltedConfig } from './configs/coverPlateBoltedConfig'; +import { coverPlateBoltedOutputConfig } from './configs/coverPlateBoltedOutputConfig'; + + +function CoverPlateBolted() { + return ( + + ); +} + +export default CoverPlateBolted; \ No newline at end of file diff --git a/frontend/src/modules/coverPlateBolted/components/CoverPlateBoltedOutputDock.jsx b/frontend/src/modules/coverPlateBolted/components/CoverPlateBoltedOutputDock.jsx new file mode 100644 index 000000000..a854ab5de --- /dev/null +++ b/frontend/src/modules/coverPlateBolted/components/CoverPlateBoltedOutputDock.jsx @@ -0,0 +1,15 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { coverPlateBoltedOutputConfig } from '../configs/coverPlateBoltedOutputConfig'; + +const CoverPlateBoltedOutputDock = ({ output }) => { + return ( + + ); +}; + +export default CoverPlateBoltedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedConfig.js b/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedConfig.js new file mode 100644 index 000000000..8dcb215b1 --- /dev/null +++ b/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedConfig.js @@ -0,0 +1,222 @@ +export const coverPlateBoltedConfig = { + sessionName: "Beam Cover Plate Bolted Connection", + routePath: "/design/connections/beam-to-beam-splice/cover_plate_bolted", + designType: "Beam-to-Beam-Cover-Plate-Bolted-Connection", + cameraKey: "CoverPlateBolted", + cadOptions: ["Model", "Beam", "CoverPlate"], + + defaultInputs: { + bolt_hole_type: "Standard", + bolt_diameter: [], + bolt_grade: [], + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + bolt_type: "Bearing Bolt", + flange_plate_preferences: "Outside", + flange_plate_thickness: [], + connector_material: "E 250 (Fe 410 W)A", + web_plate_thickness: [], + design_method: "Limit State Design", + detailing_corr_status: "No", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "3", + load_axial: "10", + load_moment: "10", + load_shear: "10", + material: "E 250 (Fe 410 W)A", + member_designation: "MB 300", + member_material: "E 250 (Fe 410 W)A", + module: "Beam-to-Beam-Cover-Plate-Bolted-Connection", + }, + + modalConfig: [ + { + key: "boltDiameter", + inputKey: "bolt_diameter", + dataSource: "boltDiameterList", + }, + { + key: "propertyClass", + inputKey: "bolt_grade", + dataSource: "propertyClassList", + }, + { + key: "flangePlateThickness", + inputKey: "flange_plate_thickness", + dataSource: "thicknessList", + }, + { + key: "webPlateThickness", + inputKey: "web_plate_thickness", + dataSource: "thicknessList", + }, + ], + + selectionConfig: [ + { + key: "boltDiameterSelect", + inputKey: "bolt_diameter", + defaultValue: "All", + }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { + key: "flangeThicknessSelect", + inputKey: "flange_plate_thickness", + defaultValue: "All", + }, + { + key: "webThicknessSelect", + inputKey: "web_plate_thickness", + defaultValue: "All", + }, + ], + + validateInputs: (inputs) => { + if ( + !inputs.member_designation || + inputs.member_designation === "Select Section" || + inputs.load_shear === "" + ) { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter + ? lists.boltDiameterList + : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade + ? lists.propertyClassList + : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connector.Flange_Plate.Preferences": inputs.flange_plate_preferences, + "Connector.Flange_Plate.Thickness_list": + allSelected.flange_plate_thickness + ? lists.thicknessList + : inputs.flange_plate_thickness, + "Connector.Material": inputs.connector_material, + "Connector.Web_Plate.Thickness_List": allSelected.web_plate_thickness + ? lists.thicknessList + : inputs.web_plate_thickness, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Moment": inputs.load_moment || "", + "Load.Shear": inputs.load_shear || "", + Material: inputs.material, + "Member.Designation": inputs.member_designation, + "Member.Material": inputs.member_material, + Module: "Beam-to-Beam-Cover-Plate-Bolted-Connection", + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "member_designation", + label: "Section Designation*", + type: "select", + options: "beamList", + required: true, + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find((item) => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + member_material: material.Grade, + }); + }, + }, + ], + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Moment Force(kN)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" }, + ], + }, + { + title: "Bolt", + fields: [ + { + key: "bolt_diameter", + label: "Diameter(mm)", + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList", + }, + { + key: "bolt_type", + label: "Type", + type: "select", + options: [ + { value: "Bearing_Bolt", label: "Bearing Bolt" }, + { value: "Friction_Grip_Bolt", label: "Friction Grip Bolt" }, + ], + }, + { + key: "bolt_grade", + label: "Property Class", + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList", + }, + ], + }, + { + title: "Flange Splice Plate", + fields: [ + { + key: "flange_plate_preferences", + label: "Type", + type: "select", + options: [ + { value: "Outside", label: "Outside" }, + { value: "Outside + Inside", label: "Outside + Inside" }, + ], + }, + { + key: "flange_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "flangeThicknessSelect", + modalKey: "flangePlateThickness", + dataSource: "thicknessList", + }, + ], + }, + { + title: "Web Splice Plate", + fields: [ + { + key: "web_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "webThicknessSelect", + modalKey: "webPlateThickness", + dataSource: "thicknessList", + }, + ], + }, + ], +}; diff --git a/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedOutputConfig.js b/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedOutputConfig.js new file mode 100644 index 000000000..90c423afa --- /dev/null +++ b/frontend/src/modules/coverPlateBolted/configs/coverPlateBoltedOutputConfig.js @@ -0,0 +1,200 @@ +export const coverPlateBoltedOutputConfig = { + // Output sections and field mappings + sections: { + "Member Capacity": [ + { key: "MemberCapacityModal", label: "Member Capacity" }, + ], + Bolt: [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + ], + "Bolt Capacities": [ + { key: "BoltFlangeCapacityModal", label: "Flange Bolt Capacity" }, + { key: "BoltWebCapacityModal", label: "Web Bolt Capacity" }, + ], + "Web Splice Plate": [ + { key: "Web_Plate.Height (mm)", label: "Height (mm)" }, + { key: "Web_Plate.Width", label: "Width (mm)" }, + { key: "Web_Plate.Thickness", label: "Thickness (mm)*" }, + { key: "WebSpacingDetailsModal", label: "Spacing (mm)" }, + ], + "Flange Splice Plate Outer Plate": [ + { key: "Flange_Plate.Width (mm)", label: "Width (mm)" }, + { key: "flange_plate.Length", label: "Length (mm)" }, + { key: "Connector.Flange_Plate.Thickness_list", label: "Thickness (mm)" }, + { key: "FlangeSpacingDetailsModal", label: "Spacing (mm)" }, + ], + "Inner Plate": [ + { key: "Flange_Plate.InnerWidth", label: "Width (mm)" }, + { key: "flange_plate.InnerLength", label: "Length (mm)" }, + { key: "flange_plate.innerthickness_provided", label: "Thickness (mm)" }, + ], + }, + + // Modal trigger mappings + modals: { + WebSpacingDetailsModal: { type: "spacing", buttonText: "Web Spacing" }, + FlangeSpacingDetailsModal: { + type: "spacing", + buttonText: "Flange Spacing", + }, + BoltWebCapacityModal: { type: "details", buttonText: "Web Bolt Capacity" }, + BoltFlangeCapacityModal: { + type: "details", + buttonText: "Flange Bolt Capacity", + }, + MemberCapacityModal: { type: "details", buttonText: "Member Capacity" }, + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + hasImage: true, + }, + + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", // ā† Configuration instead of JSX + hasImage: false, + }, + }, + + // Modal data - what fields appear in each modal + modalData: { + spacing: { + WebSpacingDetailsModal: { + fields: [ + { + key: "Web_plate.pitch_provided_web_spacing", + label: "Pitch Distance (mm)", + }, + { + key: "Web_plate.end_dist_provided_web_spacing", + label: "End Distance (mm)", + }, + { + key: "Web_plate.gauge_provided_web_spacing", + label: "Gauge Distance (mm)", + }, + { + key: "Web_plate.edge_dist_provided_web_spacing", + label: "Edge Distance (mm)", + }, + ], + diagram: { + layout: "symmetric", + props: { + plateWidth: "Web_Plate.Height (mm)", + plateHeight: "Web_Plate.Width", + rows: "Web_plate.Bolt_OneLine_web_bolt_capacity", + cols: "Web_plate.Bolt_Line_web_bolt_capacity", + end: "Web_plate.end_dist_provided_web_spacing", + pitch: "Web_plate.pitch_provided_web_spacing", + gauge: "Web_plate.gauge_provided_web_spacing", + edge: "Web_plate.edge_dist_provided_web_spacing", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + FlangeSpacingDetailsModal: { + fields: [ + { + key: "Flange_plate.pitch_provided_flange_spacing", + label: "Pitch Distance (mm)", + }, + { + key: "Flange_plate.end_dist_provided_flange_spacing", + label: "End Distance (mm)", + }, + { + key: "Flange_plate.gauge_provided_flange_spacing", + label: "Gauge Distance (mm)", + }, + { + key: "Flange_plate.edge_dist_provided_flange_spacing", + label: "Edge Distance (mm)", + }, + ], + diagram: { + layout: "symmetric", + props: { + plateWidth: "flange_plate.Length", + plateHeight: "Flange_Plate.Width (mm)", + rows: "Flange_plate.Bolt_OneLine_flange_bolt_capacity", + cols: "Flange_plate.Bolt_Line_flange_bolt_capacity", + end: "Flange_plate.end_dist_provided_flange_spacing", + pitch: "Flange_plate.pitch_provided_flange_spacing", + gauge: "Flange_plate.gauge_provided_flange_spacing", + edge: "Flange_plate.edge_dist_provided_flange_spacing", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + }, + + details: { + MemberCapacityModal: [ + { key: "Section.AxialCapacity", label: "Axial Capacity Member (kN)" }, + { key: "Section.MomCapacity", label: "Moment Capacity Member (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity Member (kN)" }, + ], + BoltFlangeCapacityModal: [ + { + key: "Flange_plate.Bolt_Line_flange_bolt_capacity", + label: "Bolt Lines ", + }, + { + key: "Flange_plate.Bolt_OneLine_flange_bolt_capacity", + label: "Bolts in One Line ", + }, + { + key: "Flange_plate.Bolt_required_flange_bolt_capacity", + label: "Bolts Required", + }, + { + key: "Bolt.Shear_flange_bolt_capacity", + label: "Shear Capacity (kN)", + }, + { + key: "Bolt.Bearing_flange_bolt_capacity", + label: "Bearing Capacity (kN)", + }, + { + key: "flange_bolt.large_grip_flange_bolt_capacity", + label: "Large Grip Red.Factor", + }, + { + key: "flange_plate.red,factor_flange_bolt_capacity", + label: "Long Joint Red.Factor", + }, + { key: "Bolt.Capacity_flange_bolt_capacity", label: "Capacity (kN)" }, + { + key: "Bolt.Force (kN)_flange_bolt_capacity", + label: "Bolt Force (kN)", + }, + ], + BoltWebCapacityModal: [ + { key: "Web_plate.Bolt_Line_web_bolt_capacity", label: "Bolt Lines " }, + { + key: "Web_plate.Bolt_OneLine_web_bolt_capacity", + label: "Bolts in One Line ", + }, + { + key: "Web_plate.Bolt_required_web_bolt_capacity", + label: "Bolts Required", + }, + { key: "Bolt.Shear_web_bolt_capacity", label: "Shear Capacity (kN)" }, + { + key: "Bolt.Bearing_web_bolt_capacity", + label: "Bearing Capacity (kN)", + }, + { key: "web_plate.red,factor_web_bolt_capacity", label: "Red. Factor" }, + { key: "Bolt.Capacity_web_bolt_capacity", label: "Capacity (kN)" }, + { key: "Bolt.Force (kN)_web_bolt_capacity", label: "Bolt Force (kN)" }, + ], + }, + }, +}; diff --git a/frontend/src/modules/coverPlateWelded/CoverPlateWelded.jsx b/frontend/src/modules/coverPlateWelded/CoverPlateWelded.jsx new file mode 100644 index 000000000..632511260 --- /dev/null +++ b/frontend/src/modules/coverPlateWelded/CoverPlateWelded.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../constants/UIStrings'; +import { EngineeringModule } from '../shared/components/EngineeringModule'; +import { coverPlateWeldedConfig } from './configs/coverPlateWeldedConfig'; +import { coverPlateWeldedOutputConfig } from './configs/coverPlateWeldedOutputConfig'; + +const CoverPlateWelded = () => { + return ( + + ); +}; + +export default CoverPlateWelded; diff --git a/frontend/src/modules/coverPlateWelded/components/CoverPlateWeldedOutputDock.jsx b/frontend/src/modules/coverPlateWelded/components/CoverPlateWeldedOutputDock.jsx new file mode 100644 index 000000000..da432e0f9 --- /dev/null +++ b/frontend/src/modules/coverPlateWelded/components/CoverPlateWeldedOutputDock.jsx @@ -0,0 +1,15 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from '../../shared/components/BaseOutputDock'; +import { coverPlateWeldedOutputConfig } from '../configs/coverPlateWeldedOutputConfig'; + +const CoverPlateWeldedOutputDock = ({ output }) => { + return ( + + ); +}; + +export default CoverPlateWeldedOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedConfig.js b/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedConfig.js new file mode 100644 index 000000000..62e7be94a --- /dev/null +++ b/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedConfig.js @@ -0,0 +1,157 @@ +export const coverPlateWeldedConfig = { + sessionName: "Beam Cover Plate Welded Connection", + routePath: "/design/connections/beam-to-beam-splice/cover_plate_welded", + designType: "Beam-to-Beam-Cover-Plate-Welded-Connection", + cameraKey: "CoverPlateWelded", + cadOptions: ["Model", "Beam", "CoverPlate"], + + defaultInputs: { + flange_plate_preferences: "Outside", + flange_plate_thickness: [], + connector_material: "E 165 (Fe 290)", + web_plate_thickness: [], + design_method: "Limit State Design", + detailing_gap: "3", + detailing_edge_type: "Sheared or hand flame cut", + detailing_corr_status: "No", + load_axial: "10", + load_moment: "10", + load_shear: "10", + material: "E 165 (Fe 290)", + member_designation: "MB 600", + member_material: "E 165 (Fe 290)", + module: "Beam-to-Beam-Cover-Plate-Welded-Connection", + weld_fab: "Shop Weld", + weld_material_grade: "290", + weld_type: "Fillet Weld", + }, + + modalConfig: [ + { key: "flangePlateThickness", inputKey: "flange_plate_thickness", dataSource: "thicknessList" }, + { key: "webPlateThickness", inputKey: "web_plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "flangeThicknessSelect", inputKey: "flange_plate_thickness", defaultValue: "All" }, + { key: "webThicknessSelect", inputKey: "web_plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs) => { + if (!inputs.member_designation || + inputs.member_designation === "Select Section" || + inputs.load_shear === "") { + return { isValid: false, message: "Please input all the fields" }; + } + return { isValid: true }; + }, + buildSubmissionParams: (inputs, allSelected, lists) => { + return { + "Connector.Flange_Plate.Preferences": inputs.flange_plate_preferences, + "Connector.Flange_Plate.Thickness_list": allSelected.flange_plate_thickness + ? lists.thicknessList : inputs.flange_plate_thickness, + "Connector.Material": inputs.connector_material, + "Connector.Web_Plate.Thickness_List": allSelected.web_plate_thickness + ? lists.thicknessList : inputs.web_plate_thickness, + "Design.Design_Method": inputs.design_method, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "0", + "Load.Moment": inputs.load_moment || "0", + "Load.Shear": inputs.load_shear || "0", + "Material": inputs.material, + "Member.Designation": inputs.member_designation, + "Member.Material": inputs.member_material, + "Module": "Beam-to-Beam-Cover-Plate-Welded-Connection", + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade || "290", + "Weld.Type": inputs.weld_type, + "out_titles_status": [1, 1, 1, 1, 0] + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "member_designation", + label: "Section Designation*", + type: "select", + options: "beamList", + required: true + }, + { + key: "material", + label: "Material", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + connector_material: material.Grade, + member_material: material.Grade, + }); + } + } + ] + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force(kN)*", type: "number", required: true }, + { key: "load_moment", label: "Moment Force(kN)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force(kN)", type: "number" } + ] + }, + + { + title: "Flange Splice Plate", + fields: [ + { + key: "flange_plate_preferences", + label: "Type", + type: "select", + options: [ + { value: "Outside", label: "Outside" }, + { value: "Outside + Inside", label: "Outside + Inside" } + ] + }, + { + key: "flange_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "flangeThicknessSelect", + modalKey: "flangePlateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Web Splice Plate", + fields: [ + { + key: "web_plate_thickness", + label: "Thickness(mm)", + type: "customizable", + selectionKey: "webThicknessSelect", + modalKey: "webPlateThickness", + dataSource: "thicknessList" + } + ] + }, + { + title: "Weld", + fields: [ + { + key: "weld_type", + label: "Type *", + type: "select", + options: [ + { value: "Fillet Weld", label: "Fillet Weld" } + ] + } + ] + } + ] +}; diff --git a/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedOutputConfig.js b/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedOutputConfig.js new file mode 100644 index 000000000..f94b82c53 --- /dev/null +++ b/frontend/src/modules/coverPlateWelded/configs/coverPlateWeldedOutputConfig.js @@ -0,0 +1,142 @@ +export const coverPlateWeldedOutputConfig = { + // Output sections and field mappings + sections: { + "Member Capacity": [ + { key: "Section.MomCapacity", label: "Moment Capacity (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity (kN)" }, + { key: "Section.AxialCapacity", label: "Axial Capacity (kN)" } + ], + "Web Splice Plate": [ + { key: "Web_Plate.Height (mm)", label: "Height (mm)" }, + { key: "Web_Plate.Width", label: "Width (mm)" }, + { key: "Connector.Web_Plate.Thickness_List", label: "Thickness (mm)" }, + { key: "WebCapacityModal", label: "Capacity Details" }, + { key: "BlockShearPatternModal", label: "Pattern" }, + { key: "WebWeldDetailsModal", label: "Weld Details" } + ], + "Flange Splice Plate": [ + { key: "Flange_Plate.Width (mm)", label: "Width (mm)" }, + { key: "flange_plate.Length", label: "Length (mm)" }, + { key: "Connector.Flange_Plate.Thickness_list", label: "Thickness (mm)" }, + { key: "FlangeCapacityModal", label: "Capacity Details" }, + { key: "FlangeWeldDetailsModal", label: "Weld Details" } + ] + }, + modals: { + WebWeldDetailsModal: { type: "webWeld", buttonText: "Web Weld Details" }, + FlangeWeldDetailsModal: { type: "flangeWeld", buttonText: "Flange Weld Details" }, + WebCapacityModal: { type: "webCapacity", buttonText: "Web Capacity" }, + FlangeCapacityModal: { type: "flangeCapacity", buttonText: "Flange Capacity" }, + MemberCapacityModal: { type: "details", buttonText: "Member Capacity" }, + BlockShearPatternModal: { type: "blockShear", buttonText: "Block Shear Pattern" } + }, + modalTypes: { + webWeld: { + title: "Web Plate Weld", + width: "68%", + layout: "weld-diagram", + hasImage: false + }, + flangeWeld: { + title: "Flange Plate Weld", + width: "68%", + layout: "weld-diagram", + hasImage: false + }, + webCapacity: { + title: "Web Capacity", + width: "35%", + layout: "single-column", + hasImage: false + }, + flangeCapacity: { + title: "Flange Capacity", + width: "35%", + layout: "single-column", + hasImage: false + }, + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false + }, + blockShear: { + title: "Block Shear Pattern", + width: "68%", + layout: "two-column", + hasImage: true, + imageType: "block_shear_welded_beam" + } + }, + modalData: { + webWeld: { + WebWeldDetailsModal: { + fields: [ + { key: "Web_Weld.Size", label: "Web Weld Size (mm)" }, + { key: "Web_Weld.Strength", label: "Web Weld Strength (N/mm)" }, + { key: "Web_Weld.Reduction", label: "Strength Red.Factor" }, + { key: "Web_Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Web_Weld.Stress", label: "Web Weld Stress (N/mm)" } + ], + diagram: { + props: { + plateWidth: "Web_Plate.Height (mm)", + plateHeight: "Web_Plate.Width", + plateThickness: "Connector.Web_Plate.Thickness_List", + weldSize: "Web_Weld.Size", + weldGap: "Detailing.Gap", + isWebPlate: true, + }, + }, + }, + }, + flangeWeld: { + FlangeWeldDetailsModal: { + fields: [ + { key: "Flange_Weld.Size", label: "Flange Weld Size (mm)" }, + { key: "Flange_Weld.Strength", label: "Flange Weld Strength (N/mm)" }, + { key: "Flange_Weld.Reduction", label: "Strength Red.Factor" }, + { key: "Flange_Weld.Strength_red", label: "Red.Strength (N/mm)" }, + { key: "Flange_Weld.Stress", label: "Flange Weld Stress (N/mm)" } + ], + diagram: { + props: { + plateWidth: "flange_plate.Length", + plateHeight: "Flange_Plate.Width (mm)", + plateThickness: "Connector.Flange_Plate.Thickness_list", + weldSize: "Flange_Weld.Size", + weldGap: "Detailing.Gap", + isWebPlate: false, + }, + }, + }, + }, + webCapacity: { + WebCapacityModal: [ + { key: "section.Tension_capacity_web", label: "Web Tension Capacity (kN)" }, + { key: "Web_plate.capacity", label: "Web Plate Tension Capacity (kN)" }, + { key: "web_plate.shear_capacity_web_plate", label: "Web Plate Shear Capacity (kN)" } + ] + }, + flangeCapacity: { + FlangeCapacityModal: [ + { key: "Section.flange_capacity", label: "Flange Tension Capacity (kN)" }, + { key: "flange_plate.tension_capacity_flange_plate", label: "Flange Plate Tension Capacity (kN)" } + ] + }, + details: { + MemberCapacityModal: [ + { key: "Section.AxialCapacity", label: "Axial Capacity Member (kN)" }, + { key: "Section.MomCapacity", label: "Moment Capacity Member (kNm)" }, + { key: "Section.ShearCapacity", label: "Shear Capacity Member (kN)" } + ] + }, + blockShear: { + BlockShearPatternModal: [ + { key: "Weld.Lw", label: "Lw (mm)" }, + { key: "Weld.Hw", label: "Hw (mm)" } + ] + } + } +}; diff --git a/frontend/src/modules/flexuralMember/index.js b/frontend/src/modules/flexuralMember/index.js new file mode 100644 index 000000000..268cc69e1 --- /dev/null +++ b/frontend/src/modules/flexuralMember/index.js @@ -0,0 +1,4 @@ +// Export all flexural member submodules here +export { default as SimplySupportedBeam } from './simplySupportedBeam'; +export { default as OnCantilever } from './onCantilever'; +export { default as Purlin } from './purlin'; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/onCantilever/OnCantilever.jsx b/frontend/src/modules/flexuralMember/onCantilever/OnCantilever.jsx new file mode 100644 index 000000000..5c76dbce5 --- /dev/null +++ b/frontend/src/modules/flexuralMember/onCantilever/OnCantilever.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { onCantileverConfig } from './configs/onCantileverConfig'; +import { onCantileverOutputConfig } from './configs/onCantileverOutputConfig'; + +function OnCantilever() { + return ( + + ); +} + +export default OnCantilever; diff --git a/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverConfig.js b/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverConfig.js new file mode 100644 index 000000000..29e8edbeb --- /dev/null +++ b/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverConfig.js @@ -0,0 +1,267 @@ + +export const onCantileverConfig = { + sessionName: "On Cantilever Beam Design", + routePath: "/design/flexure/on_cantilever", + designType: "On-Cantilever-Beam", + cameraKey: "FlexuralMember", + + cadOptions: ["Model"], + + defaultInputs: { + module: "On-Cantilever-Beam", + + section_profile: "Beams and Columns", + section_designation: ["ISMB 200"], + material: "E 250 (Fe 410 W)A", + section_material: "E 250 (Fe 410 W)A", + + support_type: "Major Laterally Supported", + support_restraint: "Continuous, with lateral restraint to top flange", + top_restraint: "Free", + + member_length: "5000", + shear_force: "50", + bending_moment: "100", + }, + + modalConfig: [ + { + key: "sectionDesignation", + inputKey: "section_designation", + dataSource: null, + }, + ], + + selectionConfig: [ + { + key: "sectionDesignationSelect", + inputKey: "section_designation", + defaultValue: "All", + }, + ], + + // Helper: get list of sections based on profile (mirrors simply-supported beam) + getDynamicSectionList: (profile, beamList, columnList) => { + if (profile === "Beams") { + return beamList || []; + } else if (profile === "Columns") { + return columnList || []; + } else if (profile === "Beams and Columns") { + return [...(beamList || []), ...(columnList || [])]; + } + return []; + }, + + validateInputs: (inputs) => { + if ( + !inputs.section_designation || + inputs.section_designation.length === 0 || + inputs.member_length === "" || + inputs.shear_force === "" || + inputs.bending_moment === "" + ) { + return { isValid: false, message: "Please input all the fields" }; + } + if (isNaN(parseFloat(inputs.member_length)) || parseFloat(inputs.member_length) <= 0) { + return { isValid: false, message: "Member length must be a positive number" }; + } + if (isNaN(parseFloat(inputs.shear_force)) || parseFloat(inputs.shear_force) <= 0) { + return { isValid: false, message: "Shear force must be a positive number" }; + } + if (isNaN(parseFloat(inputs.bending_moment)) || parseFloat(inputs.bending_moment) <= 0) { + return { isValid: false, message: "Bending moment must be a positive number" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + const dynamicSectionList = onCantileverConfig.getDynamicSectionList( + inputs.section_profile, + lists.beamList, + lists.columnList + ); + + const sectionList = allSelected.section_designation + ? dynamicSectionList.filter((item) => item !== "All") + : Array.isArray(inputs.section_designation) + ? inputs.section_designation.filter((item) => item !== "All") + : [inputs.section_designation].filter(Boolean); + + return { + // Module identification + "Module": "On-Cantilever-Beam", + + // Section + "Member.Profile": inputs.section_profile || "Beams and Columns", + "Member.Designation": sectionList, + + // Material + "Material": inputs.material || "", + "Member.Material": inputs.section_material || inputs.material || "", + + // Cantilever-specific restraints + "Flexure.Type": inputs.support_type || "Major Laterally Supported", + "Cantilever.Support": inputs.support_restraint || "Continuous, with lateral restraint to top flange", + "Cantilever.Top": inputs.top_restraint || "Free", + + // Geometry + "Member.Length": inputs.member_length, + + // Loads + "Load.Shear": inputs.shear_force, + "Load.Moment": inputs.bending_moment, + + // Design preferences (defaults sent from frontend) + "Design.Design_Method": "Limit State Design", + "Optimum.Class": "Yes", + "Effective.Area_Para": "1.0", + "Length.Overwrite": "NA", + "Bearing.Length": "NA", + "Loading.Condition": "Normal", + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "select", + options: "sectionProfileList", + defaultValue: "Beams and Columns", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + section_profile: value, + section_designation: [], + }); + }, + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + defaultValue: ["ISMB 200"], + getDynamicDataSource: (inputs, contextData) => { + return onCantileverConfig.getDynamicSectionList( + inputs.section_profile, + contextData.beamList, + contextData.columnList + ); + }, + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find((m) => m.id === value); + setInputs({ + ...inputs, + material: material?.Grade || "", + section_material: material?.Grade || "", + }); + }, + }, + ], + }, + + { + title: "Section Data", + fields: [ + { + key: "support_type", + label: "Support Type*", + type: "select", + options: [ + { + value: "Major Laterally Supported", + label: "Major Laterally Supported", + }, + { + value: "Minor Laterally Unsupported", + label: "Minor Laterally Unsupported", + }, + { + value: "Major Laterally Unsupported", + label: "Major Laterally Unsupported", + }, + ], + }, + { + key: "support_restraint", + label: "Support Restraint*", + type: "select", + options: [ + { + value: "Continuous, with lateral restraint to top flange", + label: "Continuous, with lateral restraint to top flange", + }, + { + value: "Continuous, with partial torsional restraint", + label: "Continuous, with partial torsional restraint", + }, + { + value: "Continuous, with lateral and torsional restraint", + label: "Continuous, with lateral and torsional restraint", + }, + { + value: "Restrained laterally, torsionally and against rotation on flange", + label: "Restrained laterally, torsionally and against rotation on flange", + }, + ], + }, + { + key: "top_restraint", + label: "Top Restraint*", + type: "select", + options: [ + { value: "Free", label: "Free" }, + { + value: "Lateral restraint to top flange", + label: "Lateral restraint to top flange", + }, + { + value: "Torsional restraint", + label: "Torsional restraint", + }, + { + value: "Lateral and Torsional restraint", + label: "Lateral and Torsional restraint", + }, + ], + }, + { + key: "member_length", + label: "Effective Span (mm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter member length", + }, + ], + }, + + { + title: "Factored Loads", + fields: [ + { + key: "bending_moment", + label: "Bending Moment (kNm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter bending moment", required: true }, + { + key: "shear_force", + label: "Shear Force (kN)*", + type: "number", + validation: "positive_number", + placeholder: "Enter shear force", required: true }, + ], + }, + ], +}; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverOutputConfig.js b/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverOutputConfig.js new file mode 100644 index 000000000..13980328d --- /dev/null +++ b/frontend/src/modules/flexuralMember/onCantilever/configs/onCantileverOutputConfig.js @@ -0,0 +1,102 @@ +// Output configuration for On-Cantilever Beam (Flexural Member) +// Keys match the output from Flexure_Cantilever.output_values() + +export const onCantileverOutputConfig = { + sections: { + "Section Details": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "Beta.Constant", label: "Beta_b" }, + { key: "MajorEffSecArea", label: "Eff. Sectional Area (cmĀ²)" }, + { key: "Major.Effective_Length", label: "Eff. Length (m)" }, + ], + + "Design Results": [ + { key: "Shear.Strength", label: "Shear Strength (kN)" }, + { key: "Moment.Strength", label: "Moment Strength (kNm)" }, + { key: "Buckling.Strength", label: "Buckling Resistance (kN)" }, + { key: "Crippling.Strength", label: "Crippling Strength (kN)" }, + { key: "Shear.High", label: "High Shear Check" }, + ], + + "Web Buckling Details": [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "MajorBucklingStress", label: "Buckling Stress (MPa)" }, + { key: "BucklingCurve", label: "Buckling Curve" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + { key: "StressReductionFactor", label: "Stress Reduction Factor" }, + { key: "NDESR", label: "ND Effective Slenderness" }, + ], + + "Lateral Torsional Buckling (LTB)": [ + { key: "T.Constant", label: "Torsional Constant (mmā“)" }, + { key: "W.Constant", label: "Warping Constant (mmā¶)" }, + { key: "Imperfection.LTB", label: "Imperfection Factor (LTB)" }, + { key: "SR.LTB", label: "Stress Reduction Factor (LTB)" }, + { key: "NDESR.LTB", label: "ND Effective SR (LTB)" }, + { key: "Design.Strength", label: "Compressive Stress (MPa)" }, + { key: "Elastic.Moment", label: "Critical Moment Mcr (kNm)" }, + ], + }, + + modals: { + StrengthModal: { type: "strength", buttonText: "Strength Details" }, + WebBucklingModal: { type: "webbuckling", buttonText: "Web Buckling Details" }, + LTBModal: { type: "ltb", buttonText: "LTB Details" }, + }, + + modalTypes: { + strength: { + title: "Flexural Strength Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Detailed strength calculations for cantilever beam", + }, + webbuckling: { + title: "Web Buckling Analysis", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Web buckling and crippling analysis details", + }, + ltb: { + title: "Lateral Torsional Buckling Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "LTB analysis for cantilever beam", + }, + }, + + modalData: { + strength: { + StrengthModal: [ + { key: "Moment.Strength", label: "Bending Strength (kNm)" }, + { key: "Shear.Strength", label: "Shear Strength (kN)" }, + { key: "Buckling.Strength", label: "Buckling Resistance (kN)" }, + ], + }, + webbuckling: { + WebBucklingModal: [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "MajorBucklingStress", label: "Buckling Stress (MPa)" }, + { key: "BucklingCurve", label: "Buckling Curve" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + { key: "StressReductionFactor", label: "Stress Reduction Factor" }, + ], + }, + ltb: { + LTBModal: [ + { key: "T.Constant", label: "Torsional Constant (mmā“)" }, + { key: "W.Constant", label: "Warping Constant (mmā¶)" }, + { key: "Imperfection.LTB", label: "Imperfection Factor (LTB)" }, + { key: "SR.LTB", label: "Stress Reduction Factor (LTB)" }, + { key: "NDESR.LTB", label: "ND Effective SR (LTB)" }, + { key: "Design.Strength", label: "Compressive Stress (MPa)" }, + { key: "Elastic.Moment", label: "Critical Moment Mcr (kNm)" }, + ], + }, + }, +}; diff --git a/frontend/src/modules/flexuralMember/onCantilever/index.js b/frontend/src/modules/flexuralMember/onCantilever/index.js new file mode 100644 index 000000000..50c33f16f --- /dev/null +++ b/frontend/src/modules/flexuralMember/onCantilever/index.js @@ -0,0 +1,2 @@ +import OnCantilever from './OnCantilever'; +export default OnCantilever; diff --git a/frontend/src/modules/flexuralMember/plateGirder/PlateGirder.jsx b/frontend/src/modules/flexuralMember/plateGirder/PlateGirder.jsx new file mode 100644 index 000000000..84beabb91 --- /dev/null +++ b/frontend/src/modules/flexuralMember/plateGirder/PlateGirder.jsx @@ -0,0 +1,17 @@ +ļ»æimport React from 'react'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { plateGirderConfig } from './configs/plateGirderConfig'; +import { plateGirderOutputConfig } from './configs/plateGirderOutputConfig'; + +function PlateGirder() { + return ( + + ); +} + +export default PlateGirder; + diff --git a/frontend/src/modules/flexuralMember/plateGirder/components/ThicknessSelectionModal.jsx b/frontend/src/modules/flexuralMember/plateGirder/components/ThicknessSelectionModal.jsx new file mode 100644 index 000000000..2e8b03b3c --- /dev/null +++ b/frontend/src/modules/flexuralMember/plateGirder/components/ThicknessSelectionModal.jsx @@ -0,0 +1,44 @@ +ļ»æimport React from "react"; +import { Modal, Transfer } from "antd"; + +export const ThicknessSelectionModal = ({ + isOpen, + onClose, + title, + dataSource, + selectedItems, + onTransferChange, +}) => { + const safeSource = Array.isArray(dataSource) ? dataSource : []; + const safeSelected = Array.isArray(selectedItems) ? selectedItems : []; + + return ( + +
    +

    {title}

    + Number(a) - Number(b)) + .map((label) => ({ + key: label, + label:
    {label}
    , + }))} + targetKeys={safeSelected} + onChange={onTransferChange} + render={(item) => item.label} + titles={["Available", "Selected"]} + showSearch + listStyle={{ height: 400, width: 240 }} + /> +
    +     + ); +}; + diff --git a/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderConfig.js b/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderConfig.js new file mode 100644 index 000000000..73d5fcaf5 --- /dev/null +++ b/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderConfig.js @@ -0,0 +1,595 @@ + +import ISECTION from "../../../../assets/ISection.png"; +import ErrorImg from "../../../../assets/notSelected.png"; +import { + KEY_MODULE, KEY_MATERIAL, KEY_LENGTH, KEY_SHEAR, KEY_MOMENT, + KEY_TORSIONAL_RES, KEY_WARPING_RES, KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, + KEY_LENGTH_OVERWRITE, KEY_DP_DESIGN_METHOD +} from "../../../../constants/DesignKeys"; + +// Plate Girder uses backend key strings directly (matching backend Common.py) + +/** + * Helper function to calculate max_deflection based on structure_type, design_load, member_options, supporting_options + * + * ARCHITECTURAL NOTE: This logic is duplicated from backend (plate_girder.py:max_defl_change()) + * + * Why duplicate instead of calling backend API? + * - Performance: Dropdown changes need instant UI updates (0ms latency vs 50-200ms API call) + * - UX: Users expect immediate feedback when changing structure_type/member_options + * - Offline capability: Works without network connection + * + * Backend source: osdag_core/design_type/plate_girder/core/plate_girder.py:249-308 + * + * IMPORTANT: If backend logic changes, this function must be updated to match. + * Consider adding automated tests to ensure frontend/backend logic stays in sync. + */ +const calculateMaxDeflection = (structureType, designLoad, memberOption, supportingOption) => { + const VALUES_MAX_DEFL = ['Span/600', 'Span/800', 'Span/400', 'Span/300', 'Span/360', 'Span/150', 'Span/180', 'Span/240', 'Span/120', 'Span/500', 'Span/750', 'Span/1000']; + + if (structureType === 'Highway Bridge' || structureType === 'Railway Bridge') { + if (memberOption === 'Simple Span') { + if (designLoad === 'Live load') { + return VALUES_MAX_DEFL[0]; // Span/600 + } else if (designLoad === 'Dead load') { + return VALUES_MAX_DEFL[1]; // Span/800 + } else { + return 'NA'; + } + } else { + if (designLoad === 'Live load') { + return VALUES_MAX_DEFL[2]; // Span/400 + } else if (designLoad === 'Dead load') { + return VALUES_MAX_DEFL[1]; // Span/800 + } else { + return 'NA'; + } + } + } else if (structureType === 'Other Building') { + if (designLoad === 'Live load') { + if (memberOption === 'Floor and roof') { + if (supportingOption === 'Elements not susceptible to cracking') { + return VALUES_MAX_DEFL[3]; // Span/300 + } else { + return VALUES_MAX_DEFL[4]; // Span/360 + } + } else { + if (supportingOption === 'Elements not susceptible to cracking') { + return VALUES_MAX_DEFL[5]; // Span/150 + } else { + return VALUES_MAX_DEFL[6]; // Span/180 + } + } + } else { + return 'NA'; + } + } else { + // Industrial Structure + if (memberOption === 'Purlin and Girts' && designLoad === 'Live load') { + if (supportingOption === 'Elastic cladding') { + return VALUES_MAX_DEFL[5]; // Span/150 + } else { + return VALUES_MAX_DEFL[6]; // Span/180 + } + } else if (memberOption === 'Simple span' && designLoad === 'Live load') { + if (supportingOption === 'Elastic cladding') { + return VALUES_MAX_DEFL[7]; // Span/240 + } else { + return VALUES_MAX_DEFL[3]; // Span/300 + } + } else if (memberOption === 'Cantilever span' && designLoad === 'Live load') { + if (supportingOption === 'Elastic cladding') { + return VALUES_MAX_DEFL[8]; // Span/120 + } else { + return VALUES_MAX_DEFL[5]; // Span/150 + } + } else if (memberOption === 'Rafter Supporting' && designLoad === 'Live load') { + if (supportingOption === 'Profiled Metal sheeting') { + return VALUES_MAX_DEFL[6]; // Span/180 + } else { + return VALUES_MAX_DEFL[7]; // Span/240 + } + } else if (memberOption === 'Gantry') { + // Note: Backend has a logic bug (checks 'Live load' then crane loads on same arg[1]) + // Corrected logic: if Gantry, check designLoad for crane types directly + if (designLoad === 'Crane Load(Manual operation)') { + return VALUES_MAX_DEFL[9]; // Span/500 + } else if (designLoad === 'Crane load(Electric operation up to 50t)') { + return VALUES_MAX_DEFL[10]; // Span/750 + } else if (designLoad === 'Crane load(Electric operation over 50t)') { + return VALUES_MAX_DEFL[11]; // Span/1000 + } else { + return 'NA'; + } + } else { + return 'NA'; + } + } +}; + +export const plateGirderConfig = { + sessionName: "Plate Girder Design", + routePath: "/design/flexure/plate_girder", + designType: "Plate-Girder", + cameraKey: "FlexuralMember", + cadOptions: ["Model", "Web", "Top Flange", "Bottom Flange", "Stiffeners"], + + defaultInputs: { + module: "Plate-Girder", + material: "E 250 (Fe 410 W)A", + design_type: "Customized", // "Customized" or "Optimized" + total_depth: "1300", // Required for Customized + web_thickness: ["20"], // List of standard thicknesses + top_flange_width: "350", // Required for Customized + top_flange_thickness: ["40"], // List + bottom_flange_width: "350", // Required for Customized + bottom_flange_thickness: ["40"], // List + // Length in mm, matching desktop KEY_DISP_LENGTH = 'Length (mm) *' + member_length: "20000", // in mm, sent to backend as-is (no conversion) + bending_moment: "4275", + shear_force: "877.5", + bending_moment_shape: "Uniform Loading with pinned-pinned support", + support_type: "Major Laterally Supported", + support_width: "300", + web_philosophy: "Thick Web without ITS", + torsional_restraint: "Fully Restrained", + warping_restraint: "Both flanges fully restrained", + // Design Preferences defaults + design_method: "Limit State Design", + allowable_class: "Plastic", + effective_area_parameter: "1.0", + length_overwrite: "NA", + loading_condition: "Normal", + // Stiffeners + intermediate_stiffener: "No", + intermediate_stiffener_spacing: "NA", + intermediate_stiffener_thickness: "Standard", + intermediate_stiffener_thickness_val: [], // Will be populated + longitudinal_stiffener: "No", + longitudinal_stiffener_thickness: "Standard", + longitudinal_stiffener_thickness_val: [], // Will be populated + shear_buckling_option: "Simple Post Critical", + // Additional + symmetry: "Symmetrical", + // Deflection + structure_type: "Highway Bridge", + design_load: "Live load", + member_options: "Simple Span", + supporting_options: "NA", + max_deflection: "Span/600", + // Optimization bounds (only used when Optimized) + total_depth_lb: "200", + total_depth_ub: "2000", + total_depth_inc: "25", + top_flange_width_lb: "100", + top_flange_width_ub: "1000", + top_flange_width_inc: "10", + bottom_flange_width_lb: "100", + bottom_flange_width_ub: "1000", + bottom_flange_width_inc: "10", + }, + + modalConfig: [ + { key: "webThickness", inputKey: "web_thickness", dataSource: "thicknessList" }, + { key: "topFlangeThickness", inputKey: "top_flange_thickness", dataSource: "thicknessList" }, + { key: "bottomFlangeThickness", inputKey: "bottom_flange_thickness", dataSource: "thicknessList" }, + { + key: "intermediateStiffenerThicknessValues", + inputKey: "intermediate_stiffener_thickness_val", + dataSource: "thicknessList", + type: "thickness", + title: "Intermediate Stiffener Thickness", + }, + { + key: "longitudinalStiffenerThicknessValues", + inputKey: "longitudinal_stiffener_thickness_val", + dataSource: "thicknessList", + type: "thickness", + title: "Longitudinal Stiffener Thickness", + }, + ], + + selectionConfig: [ + { key: "webThicknessSelect", inputKey: "web_thickness", defaultValue: "All" }, + { key: "topFlangeThicknessSelect", inputKey: "top_flange_thickness", defaultValue: "All" }, + { key: "bottomFlangeThicknessSelect", inputKey: "bottom_flange_thickness", defaultValue: "All" }, + { key: "intermediateStiffenerThicknessSelect", inputKey: "intermediate_stiffener_thickness_val", defaultValue: "Standard" }, + { key: "longitudinalStiffenerThicknessSelect", inputKey: "longitudinal_stiffener_thickness_val", defaultValue: "Standard" }, + ], + + // Helper function to get section image + getSectionImage: (profile) => { + // Plate girder is always a welded I-section + return ISECTION; + }, + + validateInputs: (inputs) => { + // Basic validation + if (!inputs.material || !inputs.member_length || !inputs.shear_force || + !inputs.bending_moment || !inputs.design_type) { + return { isValid: false, message: "Please input all the required fields" }; + } + + // Validate numeric inputs + if (isNaN(parseFloat(inputs.member_length)) || parseFloat(inputs.member_length) <= 0) { + return { isValid: false, message: "Member length must be a positive number" }; + } + if (isNaN(parseFloat(inputs.shear_force))) { + return { isValid: false, message: "Shear force must be a valid number" }; + } + if (isNaN(parseFloat(inputs.bending_moment)) || parseFloat(inputs.bending_moment) <= 0) { + return { isValid: false, message: "Bending moment must be a positive number" }; + } + + // For Customized design type, validate required dimensions + if (inputs.design_type === "Customized") { + if (!inputs.total_depth || isNaN(parseFloat(inputs.total_depth)) || parseFloat(inputs.total_depth) <= 0) { + return { isValid: false, message: "Total depth must be a positive number for Customized design" }; + } + if (!inputs.top_flange_width || isNaN(parseFloat(inputs.top_flange_width)) || parseFloat(inputs.top_flange_width) <= 0) { + return { isValid: false, message: "Top flange width must be a positive number for Customized design" }; + } + if (!inputs.bottom_flange_width || isNaN(parseFloat(inputs.bottom_flange_width)) || parseFloat(inputs.bottom_flange_width) <= 0) { + return { isValid: false, message: "Bottom flange width must be a positive number for Customized design" }; + } + if (!inputs.web_thickness || (Array.isArray(inputs.web_thickness) && inputs.web_thickness.length === 0)) { + return { isValid: false, message: "Web thickness is required" }; + } + if (!inputs.top_flange_thickness || (Array.isArray(inputs.top_flange_thickness) && inputs.top_flange_thickness.length === 0)) { + return { isValid: false, message: "Top flange thickness is required" }; + } + if (!inputs.bottom_flange_thickness || (Array.isArray(inputs.bottom_flange_thickness) && inputs.bottom_flange_thickness.length === 0)) { + return { isValid: false, message: "Bottom flange thickness is required" }; + } + } + + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraState) => { + const getArrayParam = (allSelectedFlag, fullList, selectedList) => { + if (allSelectedFlag) { + return fullList.filter(item => item !== "All" && item !== "Select Section"); + } + if (Array.isArray(selectedList)) { + return selectedList.filter(item => item !== "All" && item !== "Select Section"); + } + return [selectedList].filter(item => item !== "All" && item !== "Select Section"); + }; + + // Member length is in mm and sent to backend as-is (matches desktop KEY_LENGTH contract). + const memberLength = inputs.member_length ? String(parseFloat(inputs.member_length)) : "5000"; + + // For Customized design with number inputs, use the direct value + // For Optimized design with customizable inputs, use getArrayParam + let webThicknessList, topFlangeThicknessList, bottomFlangeThicknessList; + + if (inputs.design_type === "Customized") { + // Direct values for Customized (user entered specific numbers) + webThicknessList = inputs.web_thickness ? [String(inputs.web_thickness)] : ["6"]; + topFlangeThicknessList = inputs.top_flange_thickness ? [String(inputs.top_flange_thickness)] : ["6"]; + bottomFlangeThicknessList = inputs.bottom_flange_thickness ? [String(inputs.bottom_flange_thickness)] : ["6"]; + } else { + // Use getArrayParam for Optimized (All/Customized selection) + webThicknessList = getArrayParam( + allSelected.web_thickness, + lists.thicknessList || [], + inputs.web_thickness + ); + topFlangeThicknessList = getArrayParam( + allSelected.top_flange_thickness, + lists.thicknessList || [], + inputs.top_flange_thickness + ); + bottomFlangeThicknessList = getArrayParam( + allSelected.bottom_flange_thickness, + lists.thicknessList || [], + inputs.bottom_flange_thickness + ); + } + + // Backend validation expects thickness to ALWAYS be List[str] + // Backend's _thickness_val() function handles conversion: + // - Customized: extracts first element as string + // - Optimized: uses full array + const webThickness = webThicknessList.length > 0 ? webThicknessList : ["6"]; + const topFlangeThickness = topFlangeThicknessList.length > 0 ? topFlangeThicknessList : ["6"]; + const bottomFlangeThickness = bottomFlangeThicknessList.length > 0 ? bottomFlangeThicknessList : ["6"]; + + const params = { + // --- Basic Module Info --- + "Module": "Plate-Girder", + "Material": String(inputs.material || "E 250 (Fe 410 W)A"), + "Member.Length": memberLength, + + // --- Loads --- + "Loading.Condition": String(inputs.loading_condition || "Normal"), + "Load.Shear": String(inputs.shear_force || "0"), + "Load.Moment": String(inputs.bending_moment || "0"), + "Loading.Bending_Moment_Shape": String(inputs.bending_moment_shape || "Uniform Loading with pinned-pinned support"), + + // --- Design Type --- + "Total.Design_Type": String(inputs.design_type || "Customized"), + + // --- Thicknesses (String for Customized, Array for Optimized) --- + "Web.Thickness": webThickness, + "TopFlange.Thickness": topFlangeThickness, + "BottomFlange.Thickness": bottomFlangeThickness, + + // --- Design Preferences --- + "Design.Design_Type_Flexure": String(inputs.support_type || "Major Laterally Supported"), + "Design.Torsional_Restraint": String(inputs.torsional_restraint || "Fully Restrained"), + "Design.Warping_Restraint": String(inputs.warping_restraint || "Both flanges fully restrained"), + "Design.Max_Deflection": String(inputs.max_deflection || "Span/600"), + "Design.Load": String(inputs.design_load || "Live load"), + "Member.Options": String(inputs.member_options || "Simple Span"), + "Supporting.Options": String(inputs.supporting_options || "NA"), + "Design.Allow_Class": String(inputs.allowable_class || "Plastic"), + "Design.Web_Philosophy": String(inputs.web_philosophy || "Thick Web without ITS"), + "Design.Support_Width": String(inputs.support_width || "100"), + "Design.Design_Method": String(inputs.design_method || "Limit State Design"), + "Design.Effective_Area_Parameter": String(inputs.effective_area_parameter || "1.0"), + "Design.Length_Overwrite": String(inputs.length_overwrite || "NA"), + "Design.ShearBucklingOption": String(inputs.shear_buckling_option || "Simple Post Critical"), + + // --- Stiffener Settings --- + "Design.IntermediateStiffener.Spacing": String(inputs.intermediate_stiffener_spacing || "NA"), + "Design.IntermediateStiffener.Thickness": String(inputs.intermediate_stiffener_thickness || "Standard"), + "Design.LongitudnalStiffener": String(inputs.longitudinal_stiffener || "No"), + "Design.LongitudnalStiffener.Thickness": String(inputs.longitudinal_stiffener_thickness || "Standard"), + + // --- Additional Girder Data --- + "Symmetry": String(inputs.symmetry || "Symmetrical") + }; + + // Add design type specific params + if (inputs.design_type === "Customized") { + params["Total.Depth"] = String(inputs.total_depth || "500"); + params["Topflange.Width"] = String(inputs.top_flange_width || "200"); + params["Bottomflange.Width"] = String(inputs.bottom_flange_width || "200"); + } else if (inputs.design_type === "Optimized") { + // For optimized, these are not required in set_input_values but we set defaults + params["Total.Depth"] = "1"; + params["Topflange.Width"] = "1"; + params["Bottomflange.Width"] = "1"; + + // Add optimization bounds if provided + if (inputs.total_depth_lb && inputs.total_depth_ub) { + params["Total.Depth_lb"] = String(inputs.total_depth_lb); + params["Total.Depth_ub"] = String(inputs.total_depth_ub); + if (inputs.total_depth_inc) { + params["Total.Depth_inc"] = String(inputs.total_depth_inc); + } + } + if (inputs.top_flange_width_lb && inputs.top_flange_width_ub) { + params["Topflange.Width_lb"] = String(inputs.top_flange_width_lb); + params["Topflange.Width_ub"] = String(inputs.top_flange_width_ub); + if (inputs.top_flange_width_inc) { + params["Topflange.Width_inc"] = String(inputs.top_flange_width_inc); + } + } + if (inputs.bottom_flange_width_lb && inputs.bottom_flange_width_ub) { + params["Bottomflange.Width_lb"] = String(inputs.bottom_flange_width_lb); + params["Bottomflange.Width_ub"] = String(inputs.bottom_flange_width_ub); + if (inputs.bottom_flange_width_inc) { + params["Bottomflange.Width_inc"] = String(inputs.bottom_flange_width_inc); + } + } + } + + // Add customized thickness values if provided + if (inputs.intermediate_stiffener_thickness === "Customized" && + Array.isArray(inputs.intermediate_stiffener_thickness_val) && + inputs.intermediate_stiffener_thickness_val.length > 0) { + params["Design.IntermediateStiffener.Thickness_Values"] = inputs.intermediate_stiffener_thickness_val; + } + if (inputs.longitudinal_stiffener_thickness === "Customized" && + Array.isArray(inputs.longitudinal_stiffener_thickness_val) && + inputs.longitudinal_stiffener_thickness_val.length > 0) { + params["Design.LongitudnalStiffener.Thickness_Values"] = inputs.longitudinal_stiffener_thickness_val; + } + + return params; + }, + isOptimized: (inputs) => inputs.design_type === "Optimized", + inputSections: [ + { + title: "Section Details", + fields: [ + { + key: "module", + label: "Module*", + type: "text", + defaultValue: "Plate-Girder", + disabled: true + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + if (material) { + setInputs({ + ...inputs, + material: material.Grade, + }); + } + } + }, + { + key: "design_type", + label: "Design Type*", + type: "select", + options: [ + { value: "Customized", label: "Customized" }, + { value: "Optimized", label: "Optimized" } + ], + defaultValue: "Customized", + onChange: (value, inputs, setInputs) => { + setInputs({ + ...inputs, + design_type: value, + }); + } + }, + { + key: "total_depth", + label: "Total Depth (mm)*", + type: "optimized_number", + validation: "positive_number", + placeholder: "Enter total depth" + }, + { + key: "web_thickness", + label: "Web Thickness (mm)*", + type: "number", // Will be overridden by conditionalType + selectionKey: "webThicknessSelect", + modalKey: "webThickness", + options: "thicknessList", + dataSource: "thicknessList", + defaultValue: "20", + placeholder: "Enter web thickness", + // For Customized design: show as number input (single value) + // For Optimized design: show as customizable (All/Customized) + conditionalType: (inputs) => inputs.design_type === "Optimized" ? "customizable" : "number" + }, + { + key: "top_flange_width", + label: "Width of Top Flange (mm)*", + type: "optimized_number", + validation: "positive_number", + placeholder: "Enter top flange width" + }, + { + key: "top_flange_thickness", + label: "Top Flange Thickness (mm)*", + type: "number", + selectionKey: "topFlangeThicknessSelect", + modalKey: "topFlangeThickness", + options: "thicknessList", + dataSource: "thicknessList", + defaultValue: "40", + placeholder: "Enter top flange thickness", + conditionalType: (inputs) => inputs.design_type === "Optimized" ? "customizable" : "number" + }, + { + key: "bottom_flange_width", + label: "Width of Bottom Flange (mm)*", + type: "optimized_number", + validation: "positive_number", + placeholder: "Enter bottom flange width" + }, + { + key: "bottom_flange_thickness", + label: "Bottom Flange Thickness (mm)*", + type: "number", + selectionKey: "bottomFlangeThicknessSelect", + modalKey: "bottomFlangeThickness", + options: "thicknessList", + dataSource: "thicknessList", + defaultValue: "40", + placeholder: "Enter bottom flange thickness", + conditionalType: (inputs) => inputs.design_type === "Optimized" ? "customizable" : "number" + }, + { + key: "member_length", + label: "Length (mm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter member length in mm", + // Length is in mm and sent to the backend as-is (matches desktop 'Length (mm) *'). + } + ] + }, + { + title: "Design Inputs", + fields: [ + { + key: "support_type", + label: "Support Type*", + type: "select", + options: [ + { value: "Major Laterally Supported", label: "Major Laterally Supported" }, + { value: "Major Laterally Unsupported", label: "Major Laterally Unsupported" } + ], + defaultValue: "Major Laterally Supported" + }, + { + key: "support_width", + label: "Support Width (mm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter support width" + }, + { + key: "web_philosophy", + label: "Web Philosophy*", + type: "select", + options: [ + { value: "Thick Web without ITS", label: "Thick Web without ITS" }, + { value: "Thin Web with ITS", label: "Thin Web with ITS" } + ], + defaultValue: "Thick Web without ITS" + }, + { + key: "torsional_restraint", + label: "Torsional Restraint*", + type: "select", + options: [ + { value: "Fully Restrained", label: "Fully Restrained" }, + { value: "Partially Restrained-support connection", label: "Partially Restrained-support connection" }, + { value: "Partially Restrained-bearing support", label: "Partially Restrained-bearing support" } + ], + defaultValue: "Fully Restrained" + }, + { + key: "warping_restraint", + label: "Warping Restraint*", + type: "select", + options: [ + { value: "Both flanges fully restrained", label: "Both flanges fully restrained" }, + { value: "Compression flange fully restrained", label: "Compression flange fully restrained" }, + { value: "Compression flange partially restrained", label: "Compression flange partially restrained" }, + { value: "Warping not restrained in both flanges", label: "Warping not restrained in both flanges" } + ], + defaultValue: "Both flanges fully restrained" + } + ] + }, + { + title: "Factored Maximum Loads", + fields: [ + { + key: "bending_moment", + label: "Moment (kNm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter bending moment" + }, + { + key: "shear_force", + label: "Shear (kN)*", + type: "number", + validation: "number", + placeholder: "Enter shear force" + }, + { + key: "bending_moment_shape", + label: "Bending Moment Shape*", + type: "select", + options: [ + { value: "Uniform Loading with pinned-pinned support", label: "Uniform Loading with pinned-pinned support" }, + { value: "Uniform Loading with fixed-fixed support", label: "Uniform Loading with fixed-fixed support" }, + { value: "Concentrate Load with pinned-pinned support", label: "Concentrate Load with pinned-pinned support" }, + { value: "Concentrate load with fixed-fixed support", label: "Concentrate load with fixed-fixed support" } + ], + defaultValue: "Uniform Loading with pinned-pinned support" + } + ] + } + ], +}; + + diff --git a/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderOutputConfig.js b/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderOutputConfig.js new file mode 100644 index 000000000..cfe939e6e --- /dev/null +++ b/frontend/src/modules/flexuralMember/plateGirder/configs/plateGirderOutputConfig.js @@ -0,0 +1,104 @@ +// Output configuration for Plate Girder +// Sections match desktop UI exactly + +export const plateGirderOutputConfig = { + sections: { + "Section Details": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "MajorEffSecArea", label: "Eff. Sectional Area (cmĀ²)" }, + { key: "Web.Thickness", label: "Web Thickness (mm)" }, + { key: "TopFlange.Thickness", label: "Top Flange Thickness (mm)" }, + { key: "BottomFlange.Thickness", label: "Bottom Flange Thickness (mm)" }, + ], + "Moment Design Details": [ + { key: "Beta.Constant", label: "Beta_b" }, + { key: "W.Constant", label: "Warping Constant (mmā¶)" }, + { key: "T.Constant", label: "Torsional Constant (mmā“)" }, + { key: "Elastic.Moment", label: "Critical Moment (M_cr) (kNm)" }, + { key: "Moment.Strength", label: "Design Bending Strength (kNm)" }, + ], + "Shear Design Details": [ + { key: "Shear.Strength", label: "Shear Capacity (kN)" }, + { key: "Buckling.Strength", label: "Shear Buckling Resistance (kN)" }, + { key: "Crippling.Strength", label: "Web Crippling Strength (kN)" }, + ], + "Stiffener Design": [ + { key: "ShearBucklingMethod", label: "Method" }, + { key: "EndpanelStiffener.Thickness", label: "End Panel Stiffener Thickness (mm)" }, + { key: "EndPanelStiffenerNo", label: "Number of End Panel Stiffeners" }, + { key: "IntermediateStiffener.Thickness", label: "Intermediate Stiffener Thickness (mm)" }, + { key: "IntermediateStiffener.Spacing", label: "Intermediate Stiffener Spacing (mm)" }, + { key: "LongitudnalStiffner.Thickness", label: "Longitudinal Stiffener Thickness (mm)" }, + { key: "LongitudnalStiffener.Numbers", label: "Number of Longitudinal Stiffeners" }, + { key: "LongitudnalStiffener1.Position", label: "Stiffener 1 Pos. from Comp. Flange (mm)" }, + { key: "LongitudnalStiffener2.Position", label: "Stiffener 2 Pos. from Comp. Flange (mm)" }, + ], + "Deflection Check": [ + { key: "Deflection.Max", label: "Calculated Deflection (mm)" }, + { key: "DeflectionLimit", label: "Permissible Deflection (mm)" }, + ], + "Weld Details": [ + { key: "WeldTopFlange", label: "Web-to-Top Flange Weld Size (mm)" }, + { key: "WeldBotFlange", label: "Web-to-Bottom Flange Weld Size (mm)" }, + { key: "WeldStiffener", label: "Stiffener Weld Size (mm)" }, + ], + }, + + modals: { + LTBModal: { type: "ltb", buttonText: "LTB Details" }, + WebBucklingModal: { type: "webbuckling", buttonText: "Web Buckling Details" }, + StiffenerModal: { type: "stiffener", buttonText: "Stiffener Details" }, + }, + + modalTypes: { + ltb: { + title: "Lateral Torsional Buckling Details", + width: "70%", + layout: "two-column", + hasImage: true, + note: "Lateral torsional buckling analysis details" + }, + webbuckling: { + title: "Web Buckling Analysis", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Web buckling and crippling analysis details" + }, + stiffener: { + title: "Stiffener Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Stiffener design and spacing details" + } + }, + + modalData: { + ltb: { + LTBModal: [ + { key: "Elastic.Moment", label: "Elastic Critical Moment (kNm)" }, + { key: "T.Constant", label: "Torsional Constant (mmā“)" }, + { key: "W.Constant", label: "Warping Constant (mmā¶)" }, + { key: "Imperfection.LTB", label: "Imperfection Factor" }, + { key: "SR.LTB", label: "Slenderness Ratio" }, + ] + }, + webbuckling: { + WebBucklingModal: [ + { key: "Buckling.Strength", label: "Web Buckling Strength (kN)" }, + { key: "Crippling.Strength", label: "Web Crippling Strength (kN)" }, + ] + }, + stiffener: { + StiffenerModal: [ + { key: "IntermediateStiffener.Thickness", label: "Intermediate Stiffener Thickness (mm)" }, + { key: "IntermediateStiffener.Spacing", label: "Intermediate Stiffener Spacing (mm)" }, + { key: "LongitudnalStiffner.Thickness", label: "Longitudinal Stiffener Thickness (mm)" }, + { key: "LongitudnalStiffener.Numbers", label: "Number of Longitudinal Stiffeners" }, + ] + } + } +}; diff --git a/frontend/src/modules/flexuralMember/plateGirder/index.js b/frontend/src/modules/flexuralMember/plateGirder/index.js new file mode 100644 index 000000000..7d21a1a13 --- /dev/null +++ b/frontend/src/modules/flexuralMember/plateGirder/index.js @@ -0,0 +1,2 @@ +ļ»æexport { default } from './PlateGirder'; + diff --git a/frontend/src/modules/flexuralMember/purlin/Purlin.jsx b/frontend/src/modules/flexuralMember/purlin/Purlin.jsx new file mode 100644 index 000000000..3b8ef3303 --- /dev/null +++ b/frontend/src/modules/flexuralMember/purlin/Purlin.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { purlinConfig } from './configs/purlinConfig'; +import { purlinOutputConfig } from './configs/purlinOutputConfig'; + +function Purlin() { + return ( + + ); +} + +export default Purlin; diff --git a/frontend/src/modules/flexuralMember/purlin/configs/purlinConfig.js b/frontend/src/modules/flexuralMember/purlin/configs/purlinConfig.js new file mode 100644 index 000000000..ea27389d4 --- /dev/null +++ b/frontend/src/modules/flexuralMember/purlin/configs/purlinConfig.js @@ -0,0 +1,215 @@ +// Config for Purlin (Matches Input Dock UI) + +import { + KEY_MODULE, + KEY_SEC_PROFILE, + KEY_SECSIZE, + KEY_MATERIAL, + KEY_SEC_MATERIAL, + KEY_TORSIONAL_RES, + KEY_WARPING_RES, +} from "../../../../constants/DesignKeys"; + +export const purlinConfig = { + sessionName: "Purlin Design", + routePath: "/design/flexure/purlin", + designType: "Purlin", + cameraKey: "FlexuralMember", + cadOptions: ["Model", "Beam"], + + // ------------------ DEFAULT INPUTS ------------------ + defaultInputs: { + module: "Purlin", + section_profile: "Channels", + section_designation: ["All"], + material: "E 165 (Fe 290)", + section_material: "E 165 (Fe 290)", + + cladding_type: "Brittle Cladding", + + torsional_restraint: "Fully Restrained", + warping_restraint: "Both flanges fully restrained", + + effective_span: "", + + bending_moment_yy: "", + bending_moment_zz: "", + shear_force_yy: "", + shear_force_zz: "", + }, + + // ------------------ MODAL CONFIG ------------------ + modalConfig: [ + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, + ], + + selectionConfig: [ + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + + // ------------------ SECTION LIST ------------------ + getDynamicSectionList: (profile, beamList) => { + return beamList || []; + }, + + // ------------------ VALIDATION ------------------ + validateInputs: (inputs) => { + if ( + !inputs.section_designation || + !inputs.effective_span || + inputs.bending_moment_yy === "" || + inputs.bending_moment_zz === "" || + inputs.shear_force_yy === "" || + inputs.shear_force_zz === "" + ) { + return { isValid: false, message: "Please input all the required fields" }; + } + + if (parseFloat(inputs.effective_span) <= 0) { + return { isValid: false, message: "Effective span must be positive" }; + } + + return { isValid: true }; + }, + + // ------------------ BACKEND PARAM BUILD ------------------ + buildSubmissionParams: (inputs, allSelected, lists) => { + const dynamicSectionList = + lists.beamList || []; + + return { + [KEY_MODULE]: "Purlin", + + [KEY_SEC_PROFILE]: String(inputs.section_profile), + + [KEY_SECSIZE]: allSelected.section_designation + ? dynamicSectionList.filter(item => item !== "All") + : (Array.isArray(inputs.section_designation) + ? inputs.section_designation + : [inputs.section_designation]), + + [KEY_MATERIAL]: String(inputs.material), + [KEY_SEC_MATERIAL]: String(inputs.material), + + "Cladding.Type": String(inputs.cladding_type), + + "Load.Moment.YY": String(inputs.bending_moment_yy), + "Load.Moment.ZZ": String(inputs.bending_moment_zz), + + "Load.Shear.YY": String(inputs.shear_force_yy), + "Load.Shear.ZZ": String(inputs.shear_force_zz), + + "Member.Length": String(inputs.effective_span), + + [KEY_TORSIONAL_RES]: String(inputs.torsional_restraint), + [KEY_WARPING_RES]: String(inputs.warping_restraint), + }; + }, + + // ------------------ INPUT DOCK STRUCTURE ------------------ + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "select", + options: [ + { value: "Channels", label: "Channels" } + ], + defaultValue: "Channels" + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + defaultValue: ["All"], + getDynamicDataSource: (inputs, contextData) => { + return contextData.beamList || []; + } + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList" + } + ] + }, + { + title: "Section Data", + fields: [ + { + key: "cladding_type", + label: "Cladding (For Deflection)*", + type: "select", + options: [ + { value: "Brittle Cladding", label: "Brittle Cladding" }, + { value: "Non-Brittle Cladding", label: "Non-Brittle Cladding" } + ] + }, + { + key: "torsional_restraint", + label: "Torsional Restraint*", + type: "select", + options: [ + { value: "Fully Restrained", label: "Fully Restrained" }, + { value: "Partially Restrained-support connection", label: "Partially Restrained-support connection" }, + { value: "Partially Restrained-bearing support", label: "Partially Restrained-bearing support" } + ] + }, + { + key: "warping_restraint", + label: "Warping Restraint*", + type: "select", + options: [ + { value: "Both flanges fully restrained", label: "Both flanges fully restrained" }, + { value: "Compression flange fully restrained", label: "Compression flange fully restrained" }, + { value: "Compression flange partially restrained", label: "Compression flange partially restrained" }, + { value: "Warping not restrained in both flanges", label: "Warping not restrained in both flanges" } + ] + }, + { + key: "effective_span", + label: "Effective Span (m)*", + type: "number", + validation: "positive_number", + placeholder: "Enter effective span" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { + key: "bending_moment_yy", + label: "Bending Moment (y-y) (kNm)*", + type: "number", + validation: "number", + placeholder: "Enter Myy", required: true }, + { + key: "bending_moment_zz", + label: "Bending Moment (z-z) (kNm)*", + type: "number", + validation: "number", + placeholder: "Enter Mzz", required: true }, + { + key: "shear_force_yy", + label: "Shear Force (y-y) (kN)*", + type: "number", + validation: "number", + placeholder: "Enter Vyy", required: true }, + { + key: "shear_force_zz", + label: "Shear Force (z-z) (kN)*", + type: "number", + validation: "number", + placeholder: "Enter Vzz", required: true } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/purlin/configs/purlinOutputConfig.js b/frontend/src/modules/flexuralMember/purlin/configs/purlinOutputConfig.js new file mode 100644 index 000000000..94327a535 --- /dev/null +++ b/frontend/src/modules/flexuralMember/purlin/configs/purlinOutputConfig.js @@ -0,0 +1,99 @@ +// Output configuration for Purlin (FINAL ā€“ Backend-aligned) + +export const purlinOutputConfig = { + sections: { + "Section Details": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "Beta.Constant", label: "Betaā‚" }, + { key: "MajorEffSecArea", label: "Eff. Sectional Area (cmĀ²)" }, + { key: "Major.Effective_Length", label: "Eff. Length (m)" } + ], + + "Design Results": [ + { key: "Shear.Strength_YY", label: "Shear Strength (y-y) (kN)" }, + { key: "Shear.Strength_ZZ", label: "Shear Strength (z-z) (kN)" }, + + { key: "Moment.Strength_YY", label: "Moment Strength (y-y) (kNm)" }, + { key: "Moment.Strength_ZZ", label: "Moment Strength (z-z) (kNm)" }, + + { key: "Shear.High_YY", label: "High Shear Check (y-y)" }, + { key: "Shear.High_ZZ", label: "High Shear Check (z-z)" } + ], + + "Web Resistance Details": [ + { key: "Resistance.Bending_Cmp_Stress_yy", label: "Bending Compressive Stress (y-y)" }, + { key: "Resistance.Bending_Cmp_Stress_zz", label: "Bending Compressive Stress (z-z)" }, + + { key: "Elastic.Moment_YY", label: "Critical Moment (y-y) (Mcr)" }, + { key: "Elastic.Moment_ZZ", label: "Critical Moment (z-z) (Mcr)" }, + + { key: "MinorNDESR", label: "Non-dimensional Effective SR (y-y)" }, + { key: "MajorNDESR", label: "Non-dimensional Effective SR (z-z)" }, + + { key: "Buckling Class", label: "Buckling Class" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + + { key: "Resistance.Bending_Stress_RF_yy", label: "Stress Reduction Factor (y-y)" }, + { key: "Resistance.Bending_Stress_RF_zz", label: "Stress Reduction Factor (z-z)" }, + + { key: "Resistance.Moment_YY", label: "Moment (y-y)" }, + { key: "Resistance.Moment_ZZ", label: "Moment (z-z)" } + ] + }, + + modals: { + StrengthModal: { + type: "strength", + buttonText: "Strength Details" + }, + WebResistanceModal: { + type: "webresistance", + buttonText: "Web Resistance Details" + } + }, + + modalTypes: { + strength: { + title: "Purlin Strength Details", + width: "75%", + layout: "two-column", + hasImage: false, + note: "Detailed biaxial shear and bending strength calculations" + }, + webresistance: { + title: "Web Resistance & Buckling Details", + width: "75%", + layout: "two-column", + hasImage: false, + note: "Buckling, critical moment and stress reduction calculations" + } + }, + + modalData: { + strength: { + StrengthModal: [ + { key: "Shear.Strength_YY", label: "Shear Strength (y-y)" }, + { key: "Shear.Strength_ZZ", label: "Shear Strength (z-z)" }, + { key: "Moment.Strength_YY", label: "Moment Strength (y-y)" }, + { key: "Moment.Strength_ZZ", label: "Moment Strength (z-z)" }, + { key: "Shear.High_YY", label: "High Shear Check (y-y)" }, + { key: "Shear.High_ZZ", label: "High Shear Check (z-z)" } + ] + }, + + webresistance: { + WebResistanceModal: [ + { key: "Elastic.Moment_YY", label: "Critical Moment (y-y) (Mcr)" }, + { key: "Elastic.Moment_ZZ", label: "Critical Moment (z-z) (Mcr)" }, + { key: "MinorNDESR", label: "Non-dimensional Effective SR (y-y)" }, + { key: "MajorNDESR", label: "Non-dimensional Effective SR (z-z)" }, + { key: "Buckling Class", label: "Buckling Class" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + { key: "Resistance.Bending_Stress_RF_yy", label: "Stress Reduction Factor (y-y)" }, + { key: "Resistance.Bending_Stress_RF_zz", label: "Stress Reduction Factor (z-z)" } + ] + } + } +}; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/purlin/index.js b/frontend/src/modules/flexuralMember/purlin/index.js new file mode 100644 index 000000000..bafa4532c --- /dev/null +++ b/frontend/src/modules/flexuralMember/purlin/index.js @@ -0,0 +1,2 @@ +import Purlin from './Purlin'; +export default Purlin; diff --git a/frontend/src/modules/flexuralMember/simplySupportedBeam/SimplySupportedBeam.jsx b/frontend/src/modules/flexuralMember/simplySupportedBeam/SimplySupportedBeam.jsx new file mode 100644 index 000000000..43f18440a --- /dev/null +++ b/frontend/src/modules/flexuralMember/simplySupportedBeam/SimplySupportedBeam.jsx @@ -0,0 +1,16 @@ +import { UI_STRINGS } from '../../../constants/UIStrings'; +import { EngineeringModule } from '../../shared/components/EngineeringModule'; +import { simplySupportedBeamConfig } from './configs/simplySupportedBeamConfig'; +import { simplySupportedBeamOutputConfig } from './configs/simplySupportedBeamOutputConfig'; + +function SimplySupportedBeam() { + return ( + + ); +} + +export default SimplySupportedBeam; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/simplySupportedBeam/components/SimplySupportedBeamOutputDock.jsx b/frontend/src/modules/flexuralMember/simplySupportedBeam/components/SimplySupportedBeamOutputDock.jsx new file mode 100644 index 000000000..95275a4b0 --- /dev/null +++ b/frontend/src/modules/flexuralMember/simplySupportedBeam/components/SimplySupportedBeamOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { simplySupportedBeamOutputConfig } from "../configs/simplySupportedBeamOutputConfig"; + +const SimplySupportedBeamOutputDock = ({ output }) => { + return ( +
    + +
    + ); +} + +export default SimplySupportedBeamOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamConfig.js b/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamConfig.js new file mode 100644 index 000000000..20588a89a --- /dev/null +++ b/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamConfig.js @@ -0,0 +1,267 @@ +// Config for Simply Supported Beam (Flexural Member) +// Keys must match backend API (see flexure.py input_values) + +import ISECTION from "../../../../assets/ISection.png"; +import ErrorImg from "../../../../assets/notSelected.png"; +import { + KEY_MODULE, KEY_SEC_PROFILE, KEY_SECSIZE, KEY_MATERIAL, KEY_SEC_MATERIAL, + KEY_DP_DESIGN_METHOD, KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, + KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH, KEY_SHEAR, KEY_MOMENT, + KEY_LENGTH, KEY_SUPPORT, KEY_TORSIONAL_RES, KEY_WARPING_RES +} from "../../../../constants/DesignKeys"; + +export const simplySupportedBeamConfig = { + sessionName: "Simply Supported Beam Design", + routePath: "/design/flexure/simply_supported_beam", + designType: "Simply-Supported-Beam", + cameraKey: "FlexuralMember", + cadOptions: ["Model"], + + defaultInputs: { + module: "Simply-Supported-Beam", + section_profile: "Beams and Columns", + section_designation: ["ISMB 200"], + material: "E 250 (Fe 410 W)A", + section_material: "E 250 (Fe 410 W)A", + design_method: "Limit State Design", + allowable_class: "Plastic", + effective_area_parameter: "1.0", + length_overwrite: "NA", + bearing_length: "NA", + shear_force: "50", + bending_moment: "100", + member_length: "6000", + beam_support_type: "Major Laterally Supported", + torsional_restraint: "Fully Restrained", + warping_restraint: "Both flanges fully restrained", + }, + + modalConfig: [ + { key: "sectionDesignation", inputKey: "section_designation", dataSource: null }, // Dynamic data source + ], + + selectionConfig: [ + { key: "sectionDesignationSelect", inputKey: "section_designation", defaultValue: "All" }, + ], + + // Helper function to get section image + getSectionImage: (profile) => { + switch (profile) { + case "Beams": + case "Columns": + case "Beams and Columns": + return ISECTION; + default: + return ErrorImg; + } + }, + + // Helper function to get section list based on profile + getDynamicSectionList: (profile, beamList, columnList) => { + if (profile === "Beams") { + return beamList || []; + } else if (profile === "Columns") { + return columnList || []; + } else if (profile === "Beams and Columns") { + return [...(beamList || []), ...(columnList || [])]; + } + return []; + }, + + validateInputs: (inputs) => { + if (!inputs.section_designation || + !inputs.member_length || + !inputs.shear_force || + !inputs.bending_moment || + !inputs.design_method || + !inputs.allowable_class || + !inputs.effective_area_parameter || + inputs.section_designation === "Select Section") { + return { isValid: false, message: "Please input all the required fields" }; + } + + // Validate numeric inputs + if (isNaN(parseFloat(inputs.member_length)) || parseFloat(inputs.member_length) <= 0) { + return { isValid: false, message: "Member length must be a positive number" }; + } + if (isNaN(parseFloat(inputs.shear_force)) || parseFloat(inputs.shear_force) <= 0) { + return { isValid: false, message: "Shear force must be a positive number" }; + } + if (isNaN(parseFloat(inputs.bending_moment)) || parseFloat(inputs.bending_moment) <= 0) { + return { isValid: false, message: "Bending moment must be a positive number" }; + } + + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists) => { + + const dynamicSectionList = simplySupportedBeamConfig.getDynamicSectionList( + inputs.section_profile, + lists.beamList, + lists.columnList + ); + + return { + [KEY_MODULE]: "Simply-Supported-Beam", + [KEY_SEC_PROFILE]: String(inputs.section_profile), + [KEY_SECSIZE]: allSelected.section_designation + ? dynamicSectionList + : (Array.isArray(inputs.section_designation) + ? inputs.section_designation + : [inputs.section_designation || ""]), + [KEY_MATERIAL]: String(inputs.material), + [KEY_SEC_MATERIAL]: String(inputs.section_material), + [KEY_DP_DESIGN_METHOD]: String(inputs.design_method), + [KEY_ALLOW_CLASS]: String(inputs.allowable_class), + [KEY_EFFECTIVE_AREA_PARA]: String(inputs.effective_area_parameter), + [KEY_LENGTH_OVERWRITE]: String(inputs.length_overwrite), + [KEY_BEARING_LENGTH]: String(inputs.bearing_length), + [KEY_SHEAR]: String(inputs.shear_force), + [KEY_MOMENT]: String(inputs.bending_moment), + [KEY_LENGTH]: String(inputs.member_length), + "Flexure.Type": String(inputs.beam_support_type), + "Flexure.Support": "Simply Supported", // Fixed value for simply supported beams + [KEY_TORSIONAL_RES]: String(inputs.torsional_restraint), + [KEY_WARPING_RES]: String(inputs.warping_restraint), + }; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { + key: "section_profile", + label: "Section Profile*", + type: "select", + options: "sectionProfileList", + defaultValue: "Beams and Columns", // Default to the only available option + onChange: (value, inputs, setInputs, contextData, extraState, setExtraState) => { + const imageSource = simplySupportedBeamConfig.getSectionImage(value); + setExtraState({ + ...extraState, + selectedProfile: value, + imageSource: imageSource + }); + setInputs({ + ...inputs, + section_profile: value, + section_designation: [], // Reset section designation + }); + } + }, + { + key: "section_designation", + label: "Section Designation*", + type: "customizable", + selectionKey: "sectionDesignationSelect", + modalKey: "sectionDesignation", + defaultValue: ["ISMB 200"], // Default to a common beam section + getDynamicDataSource: (inputs, contextData) => { + return simplySupportedBeamConfig.getDynamicSectionList( + inputs.section_profile, + contextData.beamList, + contextData.columnList + ); + } + }, + { + key: "material", + label: "Material*", + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + material: material.Grade, + section_material: material.Grade, + }); + } + } + ] + }, + { + title: "Section Data", + fields: [ + { + key: "beam_support_type", + label: "Support Type*", + type: "select", + options: [ + // From VALUES_SUPP_TYPE_temp in Common.py + { value: "Major Laterally Supported", label: "Major Laterally Supported" }, + { value: "Minor Laterally Unsupported", label: "Minor Laterally Unsupported" }, + { value: "Major Laterally Unsupported", label: "Major Laterally Unsupported" } + ] + }, + { + key: "torsional_restraint", + label: "Torsional Restraint*", + type: "select", + options: [ + // From Torsion_Restraint_list in Common.py + { value: "Fully Restrained", label: "Fully Restrained" }, + { value: "Partially Restrained-support connection", label: "Partially Restrained-support connection" }, + { value: "Partially Restrained-bearing support", label: "Partially Restrained-bearing support" } + ] + }, + { + key: "warping_restraint", + label: "Warping Restraint*", + type: "select", + options: [ + // From Warping_Restraint_list in Common.py + { value: "Both flanges fully restrained", label: "Both flanges fully restrained" }, + { value: "Compression flange fully restrained", label: "Compression flange fully restrained" }, + { value: "Compressicm flange partially restrained", label: "Compressicm flange partially restrained" }, + { value: "Warping not restrained in both flanges", label: "Warping not restrained in both flanges" } + ] + }, + { + key: "member_length", + label: "Effective Span (m)*", + type: "number", + validation: "positive_number", + placeholder: "Enter member length" + } + ] + }, + { + title: "Factored Loads", + fields: [ + { + key: "bending_moment", + label: "Bending Moment (kNm)*", + type: "number", + validation: "positive_number", + placeholder: "Enter bending moment", required: true }, + { + key: "shear_force", + label: "Shear Force (kN)*", + type: "number", + validation: "positive_number", + placeholder: "Enter shear force", required: true } + ] + } + ], + + backendKeys: { + "Member.Profile": KEY_SEC_PROFILE, + "Member.Designation": KEY_SECSIZE, + "Material": KEY_MATERIAL, + "Member.Material": KEY_SEC_MATERIAL, + "Design.Design_Method": "Flexure.Type", // KEY_DESIGN_TYPE_FLEXURE actual value + "Optimum.Class": KEY_ALLOW_CLASS, + "Effective.Area_Para": KEY_EFFECTIVE_AREA_PARA, + "Design.Length_Overwrite": KEY_LENGTH_OVERWRITE, + "Design.Bearing_Length": KEY_BEARING_LENGTH, + "Load.Shear": KEY_SHEAR, + "Load.Moment": KEY_MOMENT, + "Member.Length": KEY_LENGTH, + "Support.Type": KEY_SUPPORT, + "Torsional.Restraint": KEY_TORSIONAL_RES, + "Warping.Restraint": KEY_WARPING_RES, + }, +}; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamOutputConfig.js b/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamOutputConfig.js new file mode 100644 index 000000000..bd82855db --- /dev/null +++ b/frontend/src/modules/flexuralMember/simplySupportedBeam/configs/simplySupportedBeamOutputConfig.js @@ -0,0 +1,84 @@ +// Output configuration for Simply Supported Beam +// Updated to match backend response keys exactly + +export const simplySupportedBeamOutputConfig = { + sections: { + "Section Details": [ + { key: "Optimum.Designation", label: "Designation" }, + { key: "Optimum.UR", label: "Utilization Ratio" }, + { key: "Optimum.SectionClassification", label: "Section Classification" }, + { key: "Beta.Constant", label: "Beta_b" }, + { key: "MajorEffSecArea", label: "Eff. Sectional Area (mmĀ²)" }, + { key: "Major.Effective_Length", label: "Eff. Length (mm)" } + ], + + "Design Results": [ + { key: "Shear.Strength", label: "Shear Strength (kN)" }, + { key: "Moment.Strength", label: "Moment Strength (kNm)" }, + { key: "Buckling.Strength", label: "Buckling Resistance (kN)" }, + { key: "Crippling.Strength", label: "Crippling Strength (kN)" }, + { key: "Shear.High", label: "High Shear Check" } + ], + + "Lateral Torsional Buckling Details": [ + { key: "T.Constant", label: "Torsional Constant (mmā“)" }, + { key: "W.Constant", label: "Warping Constant (mmā¶)" }, + { key: "Imperfection.LTB", label: "Imperfection" }, + { key: "SR.LTB", label: "Stress Reduction" }, + { key: "NDESR.LTB", label: "ND Eff. Senderness" }, + { key: "Design.Strength", label: "Compressive Stress (MPa)" }, + { key: "Elastic.Moment", label: "Critical Moment (Mcr) (kNm)" } + ], + + "Web Buckling Details": [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "MajorBucklingStress", label: "Buckling Stress (MPa)" }, + { key: "BucklingCurve", label: "Buckling Curve" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + { key: "StressReductionFactor", label: "Stress Reduction Factor" }, + { key: "NDESR", label: "ND Effective Slenderness" } + ] + }, + + modals: { + StrengthModal: { type: "strength", buttonText: "Strength Details" }, + WebBucklingModal: { type: "webbuckling", buttonText: "Web Buckling Details" } + }, + + modalTypes: { + strength: { + title: "Flexural Strength Details", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Detailed strength calculations for flexural member" + }, + webbuckling: { + title: "Web Buckling Analysis", + width: "70%", + layout: "two-column", + hasImage: false, + note: "Web buckling and crippling analysis details" + } + }, + + modalData: { + strength: { + StrengthModal: [ + { key: "Moment.Strength", label: "Bending Strength (kNm)" }, + { key: "Shear.Strength", label: "Shear Strength (kN)" }, + { key: "Buckling.Strength", label: "Buckling Resistance (kN)" } + ] + }, + + webbuckling: { + WebBucklingModal: [ + { key: "ESR", label: "Effective Slenderness Ratio" }, + { key: "MajorBucklingStress", label: "Buckling Stress (MPa)" }, + { key: "BucklingCurve", label: "Buckling Curve" }, + { key: "ImperfectionFactor", label: "Imperfection Factor" }, + { key: "StressReductionFactor", label: "Stress Reduction Factor" } + ] + } + } +}; \ No newline at end of file diff --git a/frontend/src/modules/flexuralMember/simplySupportedBeam/index.js b/frontend/src/modules/flexuralMember/simplySupportedBeam/index.js new file mode 100644 index 000000000..ff75bbcfb --- /dev/null +++ b/frontend/src/modules/flexuralMember/simplySupportedBeam/index.js @@ -0,0 +1,2 @@ +import SimplySupportedBeam from './SimplySupportedBeam'; +export default SimplySupportedBeam; \ No newline at end of file diff --git a/frontend/src/modules/index.js b/frontend/src/modules/index.js new file mode 100644 index 000000000..cf6efd885 --- /dev/null +++ b/frontend/src/modules/index.js @@ -0,0 +1,8 @@ +export * as ShearConnection from './shearConnection'; +export * as FlexuralMember from './flexuralMember'; +export * as BeamBeamEndPlate from './beamBeamEndPlate'; +export * as CoverPlateWelded from './coverPlateWelded'; +export * as BeamToColumnEndPlate from './beamToColumnEndPlate'; +export * as CoverPlateBolted from './coverPlateBolted'; +export * as TensionMembers from './TensionMembers'; +export * as Shared from './shared'; \ No newline at end of file diff --git a/frontend/src/modules/shared/api/moduleApi.js b/frontend/src/modules/shared/api/moduleApi.js new file mode 100644 index 000000000..6d3af0994 --- /dev/null +++ b/frontend/src/modules/shared/api/moduleApi.js @@ -0,0 +1,29 @@ +// API/business logic for module operations + +import { createDesign as dsCreateDesign } from "../../../datasources/modulesDataSource"; + +export const createDesign = async (param, module_id, onCADSuccess = null, dispatch) => { + try { + const { status, body: jsonResponse } = await dsCreateDesign(module_id, param); + + if (dispatch) { + dispatch({ type: "SET_DESIGN_DATA_AND_LOGS", payload: jsonResponse }); + } + + const hasData = jsonResponse?.data && Object.keys(jsonResponse.data || {}).length > 0; + const isSuccess = status >= 200 && status < 300 && jsonResponse?.success !== false && (hasData || Array.isArray(jsonResponse)); + + if (isSuccess) { + if (onCADSuccess && typeof onCADSuccess === 'function') { + onCADSuccess(jsonResponse.data, jsonResponse.logs); + } + } else if (status === 400) { + dispatch && dispatch({ type: "SET_RENDER_CAD_MODEL_BOOLEAN", payload: false }); + } else { + // Non-400 error + } + return { status, body: jsonResponse }; + } catch (error) { + return { status: 500, body: { success: false, error: error?.message || 'Design request failed' } }; + } +}; diff --git a/frontend/src/modules/shared/components/AnchorBoltSectionModal.jsx b/frontend/src/modules/shared/components/AnchorBoltSectionModal.jsx new file mode 100644 index 000000000..4dda5b459 --- /dev/null +++ b/frontend/src/modules/shared/components/AnchorBoltSectionModal.jsx @@ -0,0 +1,436 @@ +/* eslint-disable react/prop-types */ +import { useContext, useState, useEffect, useMemo } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import CustomMaterialModal from "./CustomMaterialModal"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +const AnchorBoltSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + materialList: materialsFromParent, + suppressInitialMaterialDispatch = false, +}) => { + const { + manageDesignPreferences, + } = useContext(ModuleContext); + const materials = useMemo(() => materialsFromParent ?? [], [materialsFromParent]); + const [showModal, setShowModal] = useState(false); + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materials.filter( + (value) => value.Grade === designPrefInputs.supporting_material + ); + if (material[0]) { + manageDesignPreferences("material_update", { + materialType: "supporting", + materialData: material[0], + }); + } + }, [suppressInitialMaterialDispatch, designPrefInputs.supporting_material, materials, manageDesignPreferences]); + + return ( + <> +
    + {/* Left Section */} +
    +

    Inputs

    +
    + + {/* OCF Section */} +
    +

    + Anchor Bolt Outside Column Flange +

    + +
    +
    Designation
    + + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.OCF.Designation": e.target.value, + }) + } + /> +
    + +
    +
    Anchor Bolt Type
    + + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.OCF.Type": e.target.value, + }) + } + /> +
    + +
    +
    Anchor Bolt Galvanized?
    + +
    + +
    +
    Anchor Bolt Hole Type
    + +
    + +
    +
    Total Length (mm)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) val = '-' + val; + } + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.OCF.Length": val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + if (e.key === ' ') { + e.preventDefault(); + return; + } + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    + +
    +
    Material Grade, Fu (MPa)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) val = '-' + val; + } + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite": val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + if (e.key === ' ') { + e.preventDefault(); + return; + } + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    +
    + + {/* ICF Section */} +
    +

    + Anchor Bolt Inside Column Flange +

    + +
    +
    Designation
    + + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.ICF.Designation": e.target.value, + }) + } + /> +
    + +
    +
    Anchor Bolt Type
    + + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.ICF.Type": e.target.value, + }) + } + /> +
    + +
    +
    Anchor Bolt Galvanized?
    + +
    + +
    +
    Anchor Bolt Hole Type
    + +
    + +
    +
    Total Length (mm)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) val = '-' + val; + } + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.ICF.Length": val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + if (e.key === ' ') { + e.preventDefault(); + return; + } + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    + +
    +
    Material Grade, Fu (MPa)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) val = '-' + val; + } + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite": val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + if (e.key === ' ') { + e.preventDefault(); + return; + } + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    +
    + +
    + + {/* General Section */} +
    +

    + General +

    +
    +
    Friction Coefficient (between concrete and anchor bolt)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) val = '-' + val; + } + setDesignPrefInputs({ + ...designPrefInputs, + "DesignPreferences.Anchor_Bolt.Friction_coefficient": val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + if (e.key === ' ') { + e.preventDefault(); + return; + } + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    +
    + +
    +
    + + + + ); +}; + +export default AnchorBoltSectionModal; \ No newline at end of file diff --git a/frontend/src/modules/shared/components/BaseInputDock.jsx b/frontend/src/modules/shared/components/BaseInputDock.jsx new file mode 100644 index 000000000..2164371a4 --- /dev/null +++ b/frontend/src/modules/shared/components/BaseInputDock.jsx @@ -0,0 +1,263 @@ +/* eslint-disable react/prop-types */ +import React, { useRef } from "react"; +import { message } from "antd"; +import { InputSection } from "./InputSection"; +import { canOpenAdditionalInputs } from "../utils/designPrefOpenGuard"; + +export const BaseInputDock = React.memo(({ + moduleConfig, + inputs, + setInputs, + isInputLocked, + lockBtnRef: externalLockBtnRef, + lockZoom, + setLockZoom, + showUnlockWarning, + confirmUnlock, + cancelUnlock, + handleSaveInputs, + handleSubmitEnhanced, + isGuest, + setDesignPrefModalStatus, + handleLockToggle, + selectionStates, + updateSelectionState, + updateModalState, + toggleAllSelected, + contextData, + extraState, + setExtraState, + updateSelectedItems, + setModalDynamicSrc, + onRefetchModuleOptions, + isOpen, + loadingOptions, +}) => { + // Use external ref if provided, otherwise create internal one + const internalLockBtnRef = useRef(null); + const lockBtnRef = externalLockBtnRef || internalLockBtnRef; + + const openAdditionalInputs = () => { + const guard = canOpenAdditionalInputs( + moduleConfig, + inputs, + extraState, + contextData, + selectionStates + ); + if (!guard.ok) { + message.warning(guard.message); + return; + } + setDesignPrefModalStatus(true); + }; + + return ( +
    + {/* Header */} +
    + + Basic Inputs + +
    + + + + + {/* Unlock Warning Modal */} + {showUnlockWarning && ( +
    +
    +

    Warning

    +

    + The current designs will be lost. + You can save them by clicking on Save Input. +

    + +
    + + + +
    +
    +
    + )} +
    +
    + + {/* Scrollable Input Sections */} +
    + {loadingOptions && ( +
    +
    + Loading Module... +
    + )} + + {/* Lock overlay */} + {isInputLocked && ( +
    { + // Prevent clicks from reaching content + e.stopPropagation(); + if (!lockBtnRef.current) return; + // Trigger zoom-in animation + setLockZoom(true); + setTimeout(() => setLockZoom(false), 1000); + + const rect = lockBtnRef.current.getBoundingClientRect(); + + const tooltip = document.createElement("div"); + tooltip.className = + "fixed px-3 py-1 text-base font-bold bg-black text-white rounded-md opacity-0 transition-opacity z-[9999]"; + tooltip.textContent = "Unlock to edit"; + + document.body.appendChild(tooltip); + + // Position tooltip just to the RIGHT of the Lock button + tooltip.style.left = `${rect.right + 8}px`; + tooltip.style.top = `${rect.top + rect.height / 2}px`; + tooltip.style.transform = "translateY(-50%)"; + + requestAnimationFrame(() => { + tooltip.style.opacity = 1; + }); + + setTimeout(() => { + tooltip.style.opacity = 0; + setTimeout(() => tooltip.remove(), 150); + }, 3000); + }} + /> + )} + + {/* Input Sections */} +
    + {moduleConfig.inputSections.map((section, index) => ( + + ))} +
    +
    + + {/* Footer Actions */} +
    + {/* Save Inputs Button */} + + + {/* Design Button */} + +
    +
    + ); +}); +BaseInputDock.displayName = "BaseInputDock"; diff --git a/frontend/src/modules/shared/components/BaseOutputDock.jsx b/frontend/src/modules/shared/components/BaseOutputDock.jsx new file mode 100644 index 000000000..6cb3eaf50 --- /dev/null +++ b/frontend/src/modules/shared/components/BaseOutputDock.jsx @@ -0,0 +1,294 @@ +/* eslint-disable react/prop-types */ +import React, { useState } from 'react'; +import { Modal } from 'antd'; +import { getOutputImage } from "../config/outputImageMap"; +import { OUTPUT_LAYOUTS } from "./outputDock/OutputModalLayouts"; +import { useViewport } from "../hooks/useViewport"; + +export const BaseOutputDock = React.memo(({ + output, + outputConfig, + extraState = {}, + handleCreateDesignReport, + saveOutput, +}) => { + const { isMobile } = useViewport(); + + // Shared state management + const [activeModals, setActiveModals] = useState({}); + const [activeSections, setActiveSections] = useState({}); + + // Shared modal management + const openModal = (modalType, sectionKey = null) => { + setActiveModals(prev => ({ ...prev, [modalType]: true })); + if (sectionKey) { + setActiveSections(prev => ({ ...prev, [modalType]: sectionKey })); + } + }; + + const closeModal = (modalType) => { + setActiveModals(prev => ({ ...prev, [modalType]: false })); + setActiveSections(prev => ({ ...prev, [modalType]: null })); + }; + + // Shared dialog handler + const handleDialog = (key) => { + const modalConfig = outputConfig.modals?.[key]; + if (modalConfig) { + openModal(modalConfig.type, key); + } + }; + + // Read-only value box styled like input (transparent bg, grey border) + const ValueBox = ({ value }) => ( +
    +
    + {value !== undefined && value !== null && value !== '' ? String(value) : ' '} +
    +
    + ); + + const getImageForModal = (imageType, selectedOption, basePlateState = {}) => + getOutputImage(imageType, selectedOption, basePlateState); + + // Helper function to get output value - Works for both module formats + const getOutputValue = (key, rawOutput) => { + const out = rawOutput && rawOutput.data ? rawOutput.data : rawOutput; + if (!out) { + return " "; + } + + // Both modules now use flat structure: { "Bolt.Diameter": { label, val } } + if (out[key]?.val !== undefined) { + return out[key].val; + } + + // Try alternative structures + if (out[key] !== undefined) { + return out[key]; + } + return " "; + }; + + // JSX Rendering Functions + const resolveModalEntry = (modalType, activeSection) => { + const modalEntries = outputConfig.modalData?.[modalType] || {}; + const entry = modalEntries[activeSection]; + + if (!entry) { + return { fields: [], diagram: null }; + } + + if (Array.isArray(entry)) { + return { fields: entry, diagram: null }; + } + + return { + fields: entry.fields || [], + diagram: entry.diagram || null, + }; + }; + + const getNumeric = (key, rawOutput) => { + const raw = getOutputValue(key, rawOutput); + if (raw === undefined || raw === null || raw === " ") { + return undefined; + } + const numeric = Number(raw); + return Number.isFinite(numeric) ? numeric : undefined; + }; + + const resolveDiagramProps = (diagramConfig, rawOutput) => { + if (!diagramConfig) { + return null; + } + + const mapValue = (descriptor) => { + if (descriptor === undefined || descriptor === null) { + return undefined; + } + if (Array.isArray(descriptor)) { + return descriptor + .map((item) => mapValue(item)) + .filter((value) => value !== undefined); + } + + if (typeof descriptor === "number") { + return descriptor; + } + + if (typeof descriptor === "boolean") { + return descriptor; + } + + if (typeof descriptor === "string") { + if (["supported", "supporting", "left", "right"].includes(descriptor)) { + return descriptor; + } + } + + return getNumeric(descriptor, rawOutput); + }; + + // Props that should be resolved as raw strings rather than numbers + const STRING_PROPS = new Set(["angleDesignation", "endplateType"]); + + const resolved = Object.entries(diagramConfig.props || {}).reduce( + (acc, [key, descriptor]) => { + if (STRING_PROPS.has(key)) { + const rawVal = getOutputValue(descriptor, rawOutput); + if (rawVal !== undefined && rawVal !== null && rawVal !== " ") { + acc[key] = rawVal; + } + } else { + const value = mapValue(descriptor); + if (value !== undefined && value !== null && value !== "") { + acc[key] = value; + } else if (typeof descriptor === "boolean") { + acc[key] = descriptor; + } + } + return acc; + }, + {} + ); + + if (Object.keys(resolved).length === 0) { + return null; + } + + if (diagramConfig.origin) { + resolved.origin = diagramConfig.origin; + } + + if (diagramConfig.layout) { + resolved.layout = diagramConfig.layout; + } + + if (diagramConfig.props?.drawAngleThickness) { + resolved.drawAngleThickness = diagramConfig.props.drawAngleThickness; + } + + return resolved; + }; + + const renderModalContent = (modalType, activeSection, output) => { + const config = outputConfig.modalTypes[modalType]; + const finalConfig = { + ...config, + note: (config.layout === 'spacing-diagram' || config.layout === 'capacity-diagram' || config.layout === 'capacity-complex') ? null : config.note + }; + const { fields, diagram } = resolveModalEntry(modalType, activeSection); + const LayoutComponent = OUTPUT_LAYOUTS[config.layout] || OUTPUT_LAYOUTS["single-column"]; + const getImage = (imageType, selectedOption, basePlateState) => + getImageForModal(imageType, selectedOption, basePlateState); + + const layoutProps = { + config: finalConfig, + fields, + diagram, + output, + getOutputValue, + resolveDiagramProps, + ValueBox, + getImage, + extraState, + }; + + return ; + }; + + // Shared field renderer + const renderField = (field, index) => { + const isModalTrigger = outputConfig.modals && (field.key in outputConfig.modals); + const fieldValue = getOutputValue(field.key, output); + + return ( +
    +

    + {field.label} +

    + {isModalTrigger ? ( +
    + handleDialog(field.key)} + /> +
    + ) : ( + + )} +
    + ); + }; + return ( + <> +
    +
    +

    Output Dock

    +
    +
    + {Object.entries(outputConfig.sections).map(([sectionName, fields]) => ( +
    +

    {sectionName}

    +
    + {fields.map((field, index) => renderField(field, index))} +
    +
    + ))} +
    + + {/* Footer Actions - sticky at bottom; scroll area has padding so last content is not hidden */} + {(handleCreateDesignReport || saveOutput) && ( +
    + {handleCreateDesignReport && ( + + )} + {saveOutput && ( + + )} +
    + )} +
    + + {/* Dynamic Modal Rendering */} + {Object.entries(outputConfig.modalTypes || {}).map(([modalType, config]) => ( + closeModal(modalType)} + footer={null} + width={isMobile ? "95%" : (config.width || "50%")} + title={config.title} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > + {renderModalContent(modalType, activeSections[modalType], output)} + + ))} + + ); +}); +BaseOutputDock.displayName = "BaseOutputDock"; diff --git a/frontend/src/modules/shared/components/BasePlateSectionModal.jsx b/frontend/src/modules/shared/components/BasePlateSectionModal.jsx new file mode 100644 index 000000000..884970700 --- /dev/null +++ b/frontend/src/modules/shared/components/BasePlateSectionModal.jsx @@ -0,0 +1,155 @@ +/* eslint-disable react/prop-types */ +import { useContext, useState, useEffect, useMemo } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import CustomMaterialModal from "./CustomMaterialModal"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +const BasePlateSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + materialList: materialsFromParent, + suppressInitialMaterialDispatch = false, +}) => { + const { + manageDesignPreferences, + supporting_material_details, + } = useContext(ModuleContext); + const materials = useMemo(() => materialsFromParent ?? [], [materialsFromParent]); + const [showModal, setShowModal] = useState(false); + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materials.filter( + (value) => value.Grade === designPrefInputs.supporting_material + ); + if (material[0]) { + manageDesignPreferences("material_update", { + materialType: "supporting", + materialData: material[0], + }); + } + }, [suppressInitialMaterialDispatch, designPrefInputs.supporting_material, materials, manageDesignPreferences]); + + const selectedMaterialGrade = designPrefInputs["Base_Plate.Material"] || designPrefInputs.supporting_material || ""; + const selectedMaterialDetails = materials.find((item) => item.Grade === selectedMaterialGrade) || (supporting_material_details && supporting_material_details[0]); + + return ( + <> +
    + {/* Left Section */} +
    +

    Inputs

    +
    +
    +
    Material
    +
    + +
    +
    +
    +
    Ultimate Strength, Fu (MPa)
    + +
    +
    +
    Yield Strength, Fy (MPa) (0-20mm)
    + +
    +
    +
    Yield Strength, Fy (MPa) (20-40mm)
    + +
    +
    +
    Yield Strength, Fy (MPa) (>40mm)
    + +
    +
    +
    +
    + + { + if (typeof newValues === 'function') { + setDesignPrefInputs((prev) => { + const updated = newValues(prev); + return { + ...updated, + "Base_Plate.Material": updated.supporting_material, + }; + }); + } else { + setDesignPrefInputs({ + ...designPrefInputs, + ...newValues, + "Base_Plate.Material": newValues.supporting_material, + }); + } + }} + inputValues={designPrefInputs} + type="supporting" + materialList={materials} + /> + + ); +}; + +export default BasePlateSectionModal; diff --git a/frontend/src/modules/shared/components/BoltSectionModal.jsx b/frontend/src/modules/shared/components/BoltSectionModal.jsx new file mode 100644 index 000000000..ea1e457ad --- /dev/null +++ b/frontend/src/modules/shared/components/BoltSectionModal.jsx @@ -0,0 +1,103 @@ +/* eslint-disable react/prop-types */ +import { Select } from "antd"; +import GenericConfigView from "./GenericConfigView"; + +const { Option } = Select; + +const BOLT_SLIP_FACTOR_OPTIONS = [ + "0.2", "0.5", "0.1", "0.25", "0.3", "0.33", "0.48", "0.52", "0.55", +]; + +const Bolt_discription = ` +IS 800 Table 20 Typical Average Values for Coefficient of Friction (Āµf) + +Treatment of Surfaces Āµ_f +i) Surfaces not treated 0.2 +ii) Surfaces blasted with short or grit with any loose rust removed, no pitting 0.5 +iii) Surfaces blasted with short or grit and hot-dip galvanized 0.1 +iv) Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm) 0.25 +v) Surfaces blasted with short or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm) 0.3 +vi) Sand blasted surface, after light rusting 0.52 +vii) Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm) 0.3 +viii) Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm) 0.3 +ix) Surfaces blasted with shot or grit and spray metallized with aluminium (thickness >50 Āµm) 0.5 +x) Clean mill scale 0.33 +xi) Sand blasted surface 0.48 +xii) Red lead painted surface 0.1 +`; + +const BoltSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, +}) => { + return ( + +
    +
    Type *
    + +
    +
    +
    Hole Type
    + +
    +
    +
    + Slip Factor, (Āµ + + f + + ) +
    + +
    +     + ); +}; + +export default BoltSectionModal; diff --git a/frontend/src/modules/shared/components/CadViewer.jsx b/frontend/src/modules/shared/components/CadViewer.jsx new file mode 100644 index 000000000..343594321 --- /dev/null +++ b/frontend/src/modules/shared/components/CadViewer.jsx @@ -0,0 +1,170 @@ +/* eslint-disable react/prop-types */ +import React, { useRef, Suspense, useState, useCallback } from "react"; +import { Canvas } from "@react-three/fiber"; +import { Html, PerspectiveCamera } from "@react-three/drei"; +import { CadScene, CadSceneProvider, CadSceneBbox, ScreenshotCapture, ReportCaptureDev } from "./cad"; + +const CadViewerComponent = ({ + isMobile, + showCad, + showLogs, + loading, + isRedesigning, + renderBoolean, + cameraPos, + normalizedCadModelPaths, + selectedSection, + modelKey, + cameraSettings, + getConnectivity, + hoverDict, + handleHoverLabel, + handleHoverEnd, + moduleConfig, + selectedCameraView, + screenshotTrigger, + setScreenshotTrigger, + showOutputDock, + hasOutput, +}) => { + const cameraRef = useRef(); + const [canvasKey, setCanvasKey] = useState(0); + + const handleContextLost = useCallback((event) => { + event.preventDefault(); + if (import.meta.env.DEV) { + console.warn("[CadViewer] WebGL context lost. Re-mounting Canvas renderer to recover..."); + } + setCanvasKey((prev) => prev + 1); + }, []); + + if (isMobile && !showCad) return null; + + return ( +
    + {loading || isRedesigning ? ( +
    +

    {isRedesigning ? "Updating Model..." : "Loading Model..."}

    +
    + ) : renderBoolean ? ( +
    +
    + { + const canvasEl = gl.domElement; + if (canvasEl) { + canvasEl.addEventListener("webglcontextlost", handleContextLost); + } + }} + > + + +

    Loading 3D Model...

    + + } + > + {renderBoolean && normalizedCadModelPaths && Object.keys(normalizedCadModelPaths).length > 0 && (() => { + const activeViews = Array.isArray(selectedSection) ? selectedSection : [selectedSection]; + const primary = activeViews[0] || "Model"; + if (primary && primary !== "Model") { + let hasPart = + normalizedCadModelPaths[primary] || + normalizedCadModelPaths[primary?.toLowerCase?.()] || + normalizedCadModelPaths[primary?.toUpperCase?.()]; + + if (!hasPart && primary === "EndPlate" || !hasPart && primary === "CoverPlate") { + hasPart = + normalizedCadModelPaths["Connector"] || + normalizedCadModelPaths["connector"]; + } + + if (!hasPart) { + return ( + +

    {`No CAD part found for view "${primary}". Available parts: ${Object.keys(normalizedCadModelPaths).join(", ")}`}

    + + ); + } + } + return null; + })()} + + + + + + +     +     +
    +
    + {[ + { label: "+", action: "zoom-in", title: "Zoom in" }, + { label: "-", action: "zoom-out", title: "Zoom out" }, + ].map(({ label, action, title }) => ( + + ))} +
    +
    + ) : ( +
    + )} +
    + ); +}; + +export const CadViewer = React.memo(CadViewerComponent); +CadViewer.displayName = "CadViewer"; diff --git a/frontend/src/modules/shared/components/ConnectorSectionModal.jsx b/frontend/src/modules/shared/components/ConnectorSectionModal.jsx new file mode 100644 index 000000000..a04c52fa3 --- /dev/null +++ b/frontend/src/modules/shared/components/ConnectorSectionModal.jsx @@ -0,0 +1,157 @@ +/* eslint-disable react/prop-types */ +import { useContext, useEffect, useState, useMemo } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import CustomMaterialModal from "./CustomMaterialModal"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +const ConnectorSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + materialList: materialsFromParent, + suppressInitialMaterialDispatch = false, +}) => { + const { conn_material_details, manageDesignPreferences } = + useContext(ModuleContext); + const materials = useMemo(() => materialsFromParent ?? [], [materialsFromParent]); + const [showModal, setShowModal] = useState(false); + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materials.filter( + (value) => value.Grade === designPrefInputs.connector_material + ); + if (material[0]) { + manageDesignPreferences("material_update", { + materialType: "connector", + materialData: material[0], + }); + } + }, [suppressInitialMaterialDispatch, designPrefInputs.connector_material, materials, manageDesignPreferences]); + + const handleMaterialChange = (value) => { + if (value === -1) { + setShowModal(true); + return; + } + const material = materials.find((item) => item.Grade === value); + if (!material) return; + setDesignPrefInputs({ + ...designPrefInputs, + connector_material: material.Grade, + }); + + manageDesignPreferences("material_update", { + materialType: "connector", + materialData: material, + }); + }; + + return ( +
    + {/* Left Section */} +
    +
    +

    Inputs

    +
    +
    Material *
    +
    + +
    +
    +
    +
    Ultimate Strength, Fu (Mpa)
    + +
    +
    +
    Yield Strength, Fy (Mpa) (0-20mm)
    + +
    +
    +
    Yield Strength, Fy (Mpa) (20-40mm)
    + +
    +
    +
    {`Yield Strength, Fy (Mpa) (>40mm)`}
    + +
    +
    +
    + +
    + ); +}; + +export default ConnectorSectionModal; + diff --git a/frontend/src/modules/shared/components/CustomMaterialModal.jsx b/frontend/src/modules/shared/components/CustomMaterialModal.jsx new file mode 100644 index 000000000..d1d6b770a --- /dev/null +++ b/frontend/src/modules/shared/components/CustomMaterialModal.jsx @@ -0,0 +1,233 @@ +/* eslint-disable react/prop-types */ +import { useState, useEffect, useContext } from "react"; +import { Modal, Input, Button } from "antd"; +import { ModuleContext } from "../../../context/ModuleState"; +import { isGuestUser } from "../../../utils/auth"; + +const CustomMaterialModal = ({ + showModal, + setShowModal, + setInputValues, + inputValues, + type = "supported", + materialList: materialsFromParent, + onRefetchModuleOptions, +}) => { + const { + manageDesignPreferences, + manageCustomMaterials, + } = useContext(ModuleContext); + const materialList = materialsFromParent ?? []; + const [inputs, setInputs] = useState({ + fy_20: "", + fy_20_40: "", + fy_40: "", + fu: "", + }); + const [grade, setGrade] = useState("Cus____"); + const canSaveToDatabase = !isGuestUser(); + + useEffect(() => { + let arr = "Cus____".split("_"); + if (inputs.fy_20 !== "") arr[1] = inputs.fy_20; + if (inputs.fy_20_40 !== "") arr[2] = inputs.fy_20_40; + if (inputs.fy_40 !== "") arr[3] = inputs.fy_40; + if (inputs.fu !== "") arr[4] = inputs.fu; + + setGrade(arr.join("_")); + }, [inputs]); + + const handleSubmit = async (inCache = true) => { + if (!inputs.fy_20 || !inputs.fy_20_40 || !inputs.fy_40 || !inputs.fu) { + alert("Please fill the missing parameters."); + return; + } + + if (!validateInput(inputs)) { + return; + } + + if (inCache) { + const key = "osdag-custom-materials"; + const customSectionData = { + id: Math.round(Math.random() * 1000), + Grade: grade, + Yield_Stress_less_than_20: parseInt(inputs.fy_20), + Yield_Stress_between_20_and_neg40: parseInt(inputs.fy_20_40), + Yield_Stress_greater_than_40: parseInt(inputs.fy_40), + Ultimate_Tensile_Stress: parseInt(inputs.fu), + Elongation: null, + }; + + const prevData = JSON.parse(localStorage.getItem("osdag-custom-materials")); + + let presentItemsInCaches = null; + if (prevData) + presentItemsInCaches = prevData.filter((item) => item.Grade === grade); + presentItemsInCaches = materialList.filter((item) => item.Grade === grade); + + if (presentItemsInCaches && presentItemsInCaches.length > 0) { + alert("The material is already present"); + setShowModal(false); + setGrade("Cus____"); + setInputs({ + fy_20: "", + fy_20_40: "", + fy_40: "", + fu: "", + }); + return; + } + + let newData = []; + if (prevData) newData = [...prevData, customSectionData]; + else newData = [customSectionData]; + + localStorage.setItem(key, JSON.stringify(newData)); + alert("Data added successfully"); + if (type === "supported") { + setInputValues({ ...inputValues, supported_material: grade }); + } else if (type === "supporting") { + setInputValues({ ...inputValues, supporting_material: grade }); + } else if (type === "connector") { + setInputValues({ ...inputValues, connector_material: grade }); + } + + manageDesignPreferences("material_update", { + materialType: type, + materialData: customSectionData, + }); + onRefetchModuleOptions?.(); + } else { + const saved = await handleCustomMat(); + if (!saved) { + return; + } + } + + setShowModal(false); + setGrade("Cus____"); + setInputs({ + fy_20: "", + fy_20_40: "", + fy_40: "", + fu: "", + }); + }; + + const handleCustomMat = async () => { + const result = await manageCustomMaterials("add", { + grade, + inputs, + type, + }); + if (result?.success === true) { + if (type === "supported") { + setInputValues({ ...inputValues, supported_material: grade }); + } else if (type === "supporting") { + setInputValues({ ...inputValues, supporting_material: grade }); + } else if (type === "connector") { + setInputValues({ ...inputValues, connector_material: grade }); + } + manageDesignPreferences("material_update", { + materialType: type, + materialData: result?.data?.data ?? result?.data ?? { Grade: grade, ...inputs }, + }); + onRefetchModuleOptions?.(); + alert("Material added successfully."); + return true; + } + alert(result?.error || "Failed to add custom material."); + return false; + }; + + const validateInput = (vals) => { + const keys = ["fy_20", "fy_20_40", "fy_40", "fu"]; + for (const key of keys) { + const value = vals[key]; + if (value && isNaN(value)) { + alert("Invalid input. Please enter a valid number."); + return false; + } + } + return true; + }; + + const handleCancel = () => { + setShowModal(false); + setGrade("Cus____"); + setInputs({ + fy_20: "", + fy_20_40: "", + fy_40: "", + fu: "", + }); + }; + + return ( + + Cancel + , + , + ]} + > +
    +
    + + +
    +
    + + setInputs({ ...inputs, fy_20: e.target.value })} + style={{ flex: 1 }} + /> +
    +
    + + setInputs({ ...inputs, fy_20_40: e.target.value })} + style={{ flex: 1 }} + /> +
    +
    + + setInputs({ ...inputs, fy_40: e.target.value })} + style={{ flex: 1 }} + /> +
    +
    + + setInputs({ ...inputs, fu: e.target.value })} + style={{ flex: 1 }} + /> +
    +
    +     + ); +}; + +export default CustomMaterialModal; diff --git a/frontend/src/modules/shared/components/CustomizationModal.jsx b/frontend/src/modules/shared/components/CustomizationModal.jsx new file mode 100644 index 000000000..30bd77b07 --- /dev/null +++ b/frontend/src/modules/shared/components/CustomizationModal.jsx @@ -0,0 +1,121 @@ +/* eslint-disable react/prop-types */ +import { useState, useEffect } from 'react'; +import { Modal, Transfer, Button, message } from 'antd'; +import { useViewport } from '../hooks/useViewport'; + +export const CustomizationModal = ({ + isOpen, + onClose, + title, + dataSource = [], + selectedItems = [], + onTransferChange, + disabledValues = [] +}) => { + const [tempKeys, setTempKeys] = useState([]); + const { isMobile } = useViewport(); + + // Sync temp keys when modal opens + useEffect(() => { + if (isOpen) { + setTempKeys(selectedItems || []); + } + }, [isOpen, selectedItems]); + + const handleSelectAll = () => { + const allKeys = dataSource + .map(item => { + if (typeof item === 'object' && item !== null) { + return item.value || item.Grade || item.toString(); + } + return item.toString(); + }) + .filter(key => !disabledValues.includes(key)); + setTempKeys(allKeys); + }; + + const handleClearAll = () => { + setTempKeys([]); + }; + + const handleSubmit = () => { + if (tempKeys.length === 0) { + message.error("Please select at least one value."); + return; + } + onTransferChange(tempKeys); + onClose(); + }; + + const handleCancel = () => { + onClose(); + }; + + const sortedDataSource = [...dataSource].sort((a, b) => { + const valA = typeof a === 'object' && a !== null ? (a.value || a.Grade || a.toString()) : a.toString(); + const valB = typeof b === 'object' && b !== null ? (b.value || b.Grade || b.toString()) : b.toString(); + return valA.localeCompare(valB, undefined, { numeric: true, sensitivity: 'base' }); + }); + + const transferData = sortedDataSource.map((item) => { + const key = typeof item === 'object' && item !== null ? (item.value || item.Grade || item.toString()) : item.toString(); + const disabled = disabledValues && disabledValues.includes(key); + return { + key: key, + label: key, + disabled: disabled + }; + }); + + return ( + + Cancel + , + + ]} + width={620} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > +
    +
    +

    {title}

    +
    + + +
    +
    + setTempKeys(nextTargetKeys)} + render={(item) => {item.label}} + titles={["Available", "Selected"]} + showSearch + listStyle={{ + height: 350, + width: isMobile ? 140 : 240, + minWidth: isMobile ? 130 : 240 + }} + /> +
    +
    +
    +     + ); +}; diff --git a/frontend/src/modules/shared/components/DesignPrefSections.jsx b/frontend/src/modules/shared/components/DesignPrefSections.jsx new file mode 100644 index 000000000..d19b42816 --- /dev/null +++ b/frontend/src/modules/shared/components/DesignPrefSections.jsx @@ -0,0 +1,637 @@ +/* eslint-disable react/prop-types */ +import { useRef, useState, useContext, useEffect, useCallback } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import GenericSectionView from "./GenericSectionView"; +import { BEAM_DISPLAY_CONFIG, COLUMN_DISPLAY_CONFIG, ANGLE_DISPLAY_CONFIG } from "../config/sectionDisplayConfig"; +import ConnectorSectionModal from "./ConnectorSectionModal"; +import BoltSectionModal from "./BoltSectionModal"; +import BasePlateSectionModal from "./BasePlateSectionModal"; +import StiffenerSectionModal from "./StiffenerSectionModal"; +import AnchorBoltSectionModal from "./AnchorBoltSectionModal"; +import WeldSectionModal from "./WeldSectionModal"; +import DetailingSectionModal from "./DetailingSectionModal"; +import OptimizationSectionModal from "./OptimizationSectionModal"; +import DesignSectionModal from "./DesignSectionModal"; +import { Button, Modal, Spin, message } from "antd"; +import { getDesignPrefConfig, getDesignPrefTabs } from "../config/designPrefModuleConfig"; +import { + fetchDesignPrefDefaults, + fetchDesignPrefSync, +} from "../../../datasources/modulesDataSource"; + +const DesignPrefSections = ({ + module, + inputs, + setInputs, + designPrefOverrides = {}, + setDesignPrefOverrides, + selectedOption = null, + setDesignPrefModalStatus, + setConfirmationModal, + confirmationModal, + isInputLocked, + moduleMaterialList, + isGuest = false, + onRefetchModuleOptions, +}) => { + const designPrefConfig = getDesignPrefConfig(module); + const tabs = getDesignPrefTabs(module); + const ctx = useContext(ModuleContext); + const materialListForModals = (moduleMaterialList ?? ctx.materialList ?? []).filter( + (item) => item?.id !== -1 && item?.Grade !== "Custom" + ); + const [activeTab, setActiveTab] = useState(() => designPrefConfig.initialTabIndex); + const { + applyDesignPrefSyncBundle, + setLastKnownGoodDesignPrefSnapshot, + invalidateDesignOutputs, + lastKnownGoodDesignPrefSnapshot, + } = ctx; + + const suppressInitialMaterialDispatch = true; + + const [designPrefInputs, setDesignPrefInputs] = useState(() => + designPrefConfig.getInitialPrefs({ ...inputs, ...(designPrefOverrides || {}) }, module) + ); + const [sectionDetails, setSectionDetails] = useState({ supporting: {}, supported: {} }); + + const [syncLoading, setSyncLoading] = useState(true); + const [syncReady, setSyncReady] = useState(false); + + const syncAbortRef = useRef(null); + const syncReqIdRef = useRef(0); + const inputsRef = useRef(inputs); + inputsRef.current = inputs; + const prefOverridesRef = useRef(designPrefOverrides); + prefOverridesRef.current = designPrefOverrides || {}; + + const buildMergedInputsForSync = useCallback( + () => ({ ...inputsRef.current, ...(prefOverridesRef.current || {}) }), + [] + ); + + const toStoredPrefOverrides = useCallback((resolvedInputs) => { + const next = { ...(resolvedInputs || {}) }; + delete next.material; + delete next.member_material; + return next; + }, []); + + const syncSnapshotRef = useRef( + lastKnownGoodDesignPrefSnapshot || { + resolved_inputs: buildMergedInputsForSync(), + material_details: null, + metadata: null, + } + ); + + const rollBackSync = useCallback(() => { + const snap = syncSnapshotRef.current; + if (!snap?.resolved_inputs) return; + applyDesignPrefSyncBundle({ material_details: snap.material_details || {} }); + setSectionDetails(snap.section_details || { supporting: {}, supported: {} }); + setDesignPrefInputs(designPrefConfig.getInitialPrefs(snap.resolved_inputs, module)); + setDesignPrefOverrides?.(toStoredPrefOverrides(snap.resolved_inputs)); + }, [ + applyDesignPrefSyncBundle, + designPrefConfig, + module, + setDesignPrefOverrides, + setDesignPrefInputs, + setSectionDetails, + toStoredPrefOverrides, + ]); + + const applySyncResponse = useCallback( + (data) => { + const resolvedInputs = data.resolved_inputs || {}; + applyDesignPrefSyncBundle({ material_details: data.material_details }); + setDesignPrefInputs(designPrefConfig.getInitialPrefs(resolvedInputs, module)); + syncSnapshotRef.current = { + resolved_inputs: resolvedInputs, + material_details: data.material_details, + metadata: data.metadata, + section_details: data.section_details || { supporting: {}, supported: {} }, + }; + setSectionDetails(data.section_details || { supporting: {}, supported: {} }); + setLastKnownGoodDesignPrefSnapshot(syncSnapshotRef.current); + }, + [applyDesignPrefSyncBundle, designPrefConfig, module, setLastKnownGoodDesignPrefSnapshot] + ); + + const runSync = useCallback( + async (operation, designDraft = null) => { + syncAbortRef.current?.abort(); + const ac = new AbortController(); + syncAbortRef.current = ac; + const reqId = ++syncReqIdRef.current; + + setSyncLoading(true); + try { + const res = await fetchDesignPrefSync( + { + module_session_name: module, + inputs: buildMergedInputsForSync(), + operation, + design_pref_draft: designDraft, + }, + ac.signal + ); + if (reqId !== syncReqIdRef.current) return { success: false, stale: true }; + if (!res.success) { + if (res.aborted) return { success: false, aborted: true }; + throw new Error(res.error || "Preference sync request failed"); + } + applySyncResponse(res.data); + return { success: true, data: res.data }; + } catch (e) { + if (e?.name === "AbortError") return { success: false, aborted: true }; + message.error( + e.message || "Could not synchronize Additional Inputs with the server." + ); + rollBackSync(); + return { success: false, error: e.message }; + } finally { + if (reqId === syncReqIdRef.current) { + setSyncLoading(false); + setSyncReady(true); + } + } + }, + [applySyncResponse, module, rollBackSync, buildMergedInputsForSync] + ); + const handleDesignationChange = useCallback(async (tabIndex, newDesignation) => { + let keyToUpdate = null; + if (tabIndex === 0) { + keyToUpdate = inputsRef.current.column_section ? "column_section" : (inputsRef.current.section_designation ? "section_designation" : "member_designation"); + } else if (tabIndex === 1) { + keyToUpdate = inputsRef.current.beam_section ? "beam_section" : (inputsRef.current.section_designation ? "section_designation" : "member_designation"); + } else if (tabIndex === 2) { + keyToUpdate = inputsRef.current.section_designation ? "section_designation" : "member_designation"; + } else if (tabIndex === 4) { + keyToUpdate = "cleat_section"; + } else if (tabIndex === 5) { + keyToUpdate = "seated_section"; + } + + if (keyToUpdate) { + const updatedValue = Array.isArray(inputsRef.current[keyToUpdate]) ? [newDesignation] : newDesignation; + + setDesignPrefOverrides?.((prev) => ({ + ...prev, + [keyToUpdate]: updatedValue + })); + + await runSync("open", { [keyToUpdate]: updatedValue }); + } + }, [runSync, setDesignPrefOverrides]); + + const runDefaults = useCallback(async () => { + syncAbortRef.current?.abort(); + const ac = new AbortController(); + syncAbortRef.current = ac; + const reqId = ++syncReqIdRef.current; + setSyncLoading(true); + try { + const res = await fetchDesignPrefDefaults( + { + module_session_name: module, + inputs: buildMergedInputsForSync(), + }, + ac.signal + ); + if (reqId !== syncReqIdRef.current) return { success: false, stale: true }; + if (!res.success) { + if (res.aborted) return { success: false, aborted: true }; + throw new Error(res.error || "Preference defaults request failed"); + } + const normalized = { + ...res.data, + resolved_inputs: res.data.default_pref_inputs || {}, + }; + applySyncResponse(normalized); + return { success: true, data: normalized }; + } catch (e) { + if (e?.name === "AbortError") return { success: false, aborted: true }; + message.error( + e.message || "Could not load Additional Inputs defaults from the server." + ); + rollBackSync(); + return { success: false, error: e.message }; + } finally { + if (reqId === syncReqIdRef.current) { + setSyncLoading(false); + setSyncReady(true); + } + } + }, [applySyncResponse, module, rollBackSync, buildMergedInputsForSync]); + + // Resolve canonical open state on modal mount. + useEffect(() => { + let cancelled = false; + (async () => { + const r = await runSync("open", null); + if (!cancelled && r?.success && r.data?.resolved_inputs) { + setDesignPrefOverrides?.(toStoredPrefOverrides(r.data.resolved_inputs)); + } + })(); + return () => { + cancelled = true; + syncAbortRef.current?.abort(); + }; + }, [runSync, setDesignPrefOverrides, toStoredPrefOverrides]); + + const skipMaterialRefresh = useRef(true); + useEffect(() => { + if (!syncReady) return; + if (skipMaterialRefresh.current) { + skipMaterialRefresh.current = false; + return; + } + (async () => { + const r = await runSync("refresh", null); + if (r?.success && r.data?.resolved_inputs) { + setDesignPrefOverrides?.(toStoredPrefOverrides(r.data.resolved_inputs)); + } + })(); + }, [ + inputs?.connector_material, + inputs?.material, + inputs?.member_material, + syncReady, + runSync, + setDesignPrefOverrides, + toStoredPrefOverrides, + ]); + + const saveCoreInputs = async () => { + const draft = { ...designPrefInputs }; + if (module === "Base Plate") { + draft["Weld.Fab"] = draft.weld_fab; + draft["Weld.Material_Grade_OverWrite"] = draft.weld_material_grade; + draft["Detailing.Edge_type"] = draft.detailing_edge_type; + draft["Detailing.Corrosive_Influences"] = draft.detailing_corr_status; + draft["Design.Design_Method"] = draft.design_method; + } + + for (const [key, value] of Object.entries(draft)) { + if (key.includes("Designation") || key.includes("Type")) { + continue; + } + if ( + value === undefined || + value === null || + (typeof value === "string" && value.trim() === "") + ) { + const displayName = key + .replace(/^(DesignPreferences\.)?Anchor_Bolt\./, "") + .replace(/_/g, " ") + .replace(/\./g, " "); + message.warning(`Please fill in the additional input: ${displayName}`); + return; + } + } + + const r = await runSync("save", draft); + if (!r?.success) { + return; + } + if (r.data?.resolved_inputs) { + skipMaterialRefresh.current = true; + setDesignPrefOverrides?.(toStoredPrefOverrides(r.data.resolved_inputs)); + } + invalidateDesignOutputs(); + message.success("Preferences saved. Run design again to refresh outputs."); + setDesignPrefModalStatus(false); + setConfirmationModal(false); + }; + + const resetInputs = async () => { + const r = await runDefaults(); + if (!r?.success) return; + const backendDefaults = r.data?.resolved_inputs || {}; + const frontendDefaults = typeof designPrefConfig.getDefaultPrefs === "function" + ? designPrefConfig.getDefaultPrefs({ ...inputsRef.current, ...backendDefaults }, module, backendDefaults) + : {}; + const mergedDefaults = { + ...backendDefaults, + ...frontendDefaults, + }; + setDesignPrefInputs(designPrefConfig.getInitialPrefs(mergedDefaults, module)); + if (setDesignPrefOverrides) { + skipMaterialRefresh.current = true; + setDesignPrefOverrides(toStoredPrefOverrides(mergedDefaults)); + } + invalidateDesignOutputs(); + setConfirmationModal(false); + message.success("Preferences reset to defaults."); + }; + + const handleDiscard = () => { + setConfirmationModal(false); + setDesignPrefModalStatus(false); + }; + + const modalCommon = { suppressInitialMaterialDispatch }; + + // Safety fallback + const safeSectionDetails = sectionDetails || { supporting: {}, supported: {} }; + + const getDynamicSectionTableName = (defaultTable) => { + if (inputs?.section_profile) { + if (inputs.section_profile.includes("Channel")) return "Channels"; + if (inputs.section_profile.includes("Angle")) return "Angles"; + if (inputs.section_profile.includes("Beam")) return "Beams"; + if (inputs.section_profile.includes("Column")) return "Columns"; + } + return defaultTable; + }; + + const isConnectionModule = !module.includes("Design") && module !== "Axially Loaded Column"; + + return ( +
    + +
    + {tabs.map((item) => ( + + ))} +
    +
    + {activeTab === 0 && ( + + setSectionDetails((prev) => ({ + ...prev, + supporting: {}, + })) + } + onDesignationChange={(val) => handleDesignationChange(0, val)} + hideDropdown={isConnectionModule} + {...modalCommon} + /> + )} + {activeTab === 1 && ( + + setSectionDetails((prev) => ({ + ...prev, + supported: {}, + })) + } + onDesignationChange={(val) => handleDesignationChange(1, val)} + hideDropdown={isConnectionModule} + {...modalCommon} + /> + )} + {activeTab === 2 && ( + + setSectionDetails((prev) => ({ + ...prev, + supporting: {}, + })) + } + onDesignationChange={(val) => handleDesignationChange(2, val)} + {...modalCommon} + /> + )} + {activeTab === 3 && ( + + )} + + {activeTab === 4 && ( + + setSectionDetails((prev) => ({ + ...prev, + supported: {}, + connector: {}, + })) + } + designPrefInputs={designPrefInputs} + setDesignPrefInputs={setDesignPrefInputs} + isInputLocked={isInputLocked} + materialList={materialListForModals} + isGuest={isGuest} + onRefetchModuleOptions={onRefetchModuleOptions} + onDesignationChange={(val) => handleDesignationChange(4, val)} + {...modalCommon} + /> + )} + + {activeTab === 5 && ( + + setSectionDetails((prev) => ({ + ...prev, + supported: {}, + })) + } + onDesignationChange={(val) => handleDesignationChange(5, val)} + {...modalCommon} + /> + )} + + {activeTab === 6 && ( + + )} + {activeTab === 7 && ( + + )} + {activeTab === 8 && ( + + )} + {activeTab === 9 && ( + + )} + {activeTab === 10 && ( + + )} + {activeTab === 11 && ( + + )} + {activeTab === 12 && ( + + )} + {activeTab === 13 && ( + + )} +
    + +
    + + +
    +     + setConfirmationModal(false)} + footer={[ + , + , + , + ]} + > + Do you want to save the changes? + +
    + ); +}; + +export default DesignPrefSections; diff --git a/frontend/src/modules/shared/components/DesignReportModal.jsx b/frontend/src/modules/shared/components/DesignReportModal.jsx new file mode 100644 index 000000000..c939c1345 --- /dev/null +++ b/frontend/src/modules/shared/components/DesignReportModal.jsx @@ -0,0 +1,532 @@ +/* eslint-disable react/prop-types */ +import { useState } from 'react'; +import { Modal, Row, Col, Input, Button, Upload, message } from 'antd'; +import { ReportCustomizationModal } from './ReportCustomizationModal'; +import { useEngineeringService } from '../hooks/useEngineeringService'; + +export const DesignReportModal = ({ + isOpen, + onCancel, + onOk, + designReportInputs, + setDesignReportInputs, + output, + moduleId, + inputValues, + designStatus = true, + logs = [], + moduleConfig, + boltDiameterList = [], + propertyClassList = [], + thicknessList = [], + angleList = [], + allSelected = {}, + extraState = {}, + selectedSection, + setSelectedSection, + lists, +}) => { + const [selectedFile, setSelectedFile] = useState(null); + const [loading, setLoading] = useState(false); + const [showCustomization, setShowCustomization] = useState(false); + const [reportId, setReportId] = useState(null); + const [sections, setSections] = useState({}); + const [selectedSections, setSelectedSections] = useState([]); + const service = useEngineeringService(); + + const handleFieldChange = (field, value) => { + setDesignReportInputs(prev => ({ + ...prev, + [field]: value + })); + }; + + const handleFileChange = (event) => { + const imageFile = event.target.files[0]; + const imageFileName = event.target.files[0]?.name || ""; + + setDesignReportInputs(prev => ({ + ...prev, + companyLogo: imageFile, + companyLogoName: imageFileName, + })); + }; + + const handleProfileFileChange = (file) => { + setSelectedFile(file); + // Prevent upload + return false; + }; + + const handleUseProfile = () => { + if (selectedFile) { + const reader = new FileReader(); + reader.onload = (event) => { + const contents = event.target.result; + const lines = contents.split("\n"); + + lines.forEach((line) => { + const [field, value] = line.split(":"); + if (field && value) { + const trimmedField = field.trim(); + const trimmedValue = value.trim(); + + if (trimmedField === "CompanyName") { + handleFieldChange('companyName', trimmedValue); + } else if (trimmedField === "Designer") { + handleFieldChange('designer', trimmedValue); + } else if (trimmedField === "Group/TeamName") { + handleFieldChange('groupTeamName', trimmedValue); + } + } + }); + }; + reader.readAsText(selectedFile); + } + }; + + const handleSaveProfile = () => { + const profileSummary = `CompanyLogo: C:/Users/SURAJ/Pictures/codeup.png +CompanyName: ${designReportInputs.companyName} +Designer: ${designReportInputs.designer} +Group/TeamName: ${designReportInputs.groupTeamName}`; + + const blob = new Blob([profileSummary], { + type: "text/plain;charset=utf-8", + }); + const url = URL.createObjectURL(blob); + + const link = document.createElement("a"); + link.href = url; + link.download = `${designReportInputs.companyName}.txt`; + + link.style.display = "none"; + document.body.appendChild(link); + + link.click(); + + document.body.removeChild(link); + URL.revokeObjectURL(url); + }; + + const handleGenerateInitialReport = async () => { + if (!output) { + message.error("Please submit the design first."); + return; + } + + setLoading(true); + try { + // Upload company logo first if provided + let companyLogoPath = ""; + if (designReportInputs.companyLogo instanceof File) { + try { + const formData = new FormData(); + formData.append("file", designReportInputs.companyLogo); + const BASE_URL = (import.meta.env.VITE_BASE_URL || "http://127.0.0.1:8000").replace(/\/$/, ""); + const logoRes = await fetch(`${BASE_URL}/api/company-logo/`, { + method: "POST", + body: formData, + }); + const logoData = await logoRes.json(); + if (logoRes.ok && logoData.logoFullPath) { + companyLogoPath = logoData.logoFullPath; + } + } catch (e) { + console.warn("[DesignReportModal] logo upload failed", e); + } + } + // Transform input values using the same logic as design calculation + let transformedInputValues = inputValues; + if (moduleConfig?.buildSubmissionParams) { + try { + transformedInputValues = moduleConfig.buildSubmissionParams(inputValues, allSelected, lists || { + boltDiameterList, + propertyClassList, + thicknessList, + angleList, + }, extraState); + } catch (transformErr) { + console.warn("[DesignReportModal] buildSubmissionParams failed, using raw inputs:", transformErr.message); + transformedInputValues = inputValues; + } + } + + // Optionally capture CAD views for report images (frontend-driven). + // Force Model view so report shows full assembly, not the current per-part view. + let images = {}; + const prevSection = selectedSection; + if (typeof window !== "undefined" && typeof window.captureReportViews === "function") { + try { + if (setSelectedSection) { + setSelectedSection(["Model"]); + await new Promise((r) => setTimeout(r, 400)); + } + images = await window.captureReportViews(); + const keys = images && typeof images === "object" ? Object.keys(images) : []; + console.log( + "[DesignReportModal] captureReportViews keys:", + keys, + keys.map((k) => [k, (images[k] && String(images[k]).length) || 0]) + ); + if (keys.length === 0) { + console.warn( + "[DesignReportModal] No screenshots captured ā€” check 3D canvas (Model), ReportCaptureDev, and scene bbox." + ); + } + if (setSelectedSection) { + setSelectedSection(Array.isArray(prevSection) ? prevSection : [prevSection]); + } + } catch (e) { + console.error("[DesignReportModal] captureReportViews failed", e); + if (setSelectedSection) { + setSelectedSection(Array.isArray(prevSection) ? prevSection : [prevSection]); + } + } + } else { + console.warn( + "[DesignReportModal] window.captureReportViews is not available ā€” open CAD view first; report will use broken placeholders." + ); + } + + // Prepare request data + const requestData = { + metadata: { + ProfileSummary: { + CompanyName: designReportInputs.companyName, + CompanyLogo: companyLogoPath || "", + "Group/TeamName": designReportInputs.groupTeamName, + Designer: designReportInputs.designer, + }, + ProjectTitle: designReportInputs.projectTitle, + Subtitle: designReportInputs.subtitle, + JobNumber: designReportInputs.jobNumber, + AdditionalComments: designReportInputs.additionalComments, + Client: designReportInputs.client, + }, + module_id: moduleId, + input_values: transformedInputValues, + design_status: designStatus, + logs: logs, + images, + }; + + // Generate initial LaTeX report + const result = await service.generateInitialReport( + moduleConfig?.designType || moduleId, + requestData + ); + + if (result.success) { + setReportId(result.report_id); + setSections(result.sections); + + // Select all sections by default + const allSections = []; + Object.keys(result.sections).forEach(section => { + allSections.push(section); + if (result.sections[section] && result.sections[section].length > 0) { + result.sections[section].forEach(subsection => { + allSections.push(`${section}/${subsection}`); + }); + } + }); + setSelectedSections(allSections); + + // Show customization modal + setShowCustomization(true); + message.success("Report generated successfully! Please customize sections."); + } else { + message.error(result.error || "Failed to generate report"); + } + } catch (error) { + console.error('[DesignReportModal] generate-initial:error', error); + message.error("Error generating report. Please try again."); + } finally { + setLoading(false); + } + }; + + const handleOpenPDF = async (selectedSections) => { + try { + // Generate customized PDF and open in new tab + const result = await service.customizeReport(reportId, selectedSections); + + if (result.success && result.blob) { + // Open PDF in new tab + const url = window.URL.createObjectURL(result.blob); + window.open(url, '_blank', 'noopener,noreferrer'); + + message.success("PDF opened in new tab!"); + } else { + message.error(result.error || "Failed to generate PDF"); + } + } catch (error) { + console.error('[DesignReportModal] handleOpenPDF:error', error); + message.error("Error opening PDF. Please try again."); + } + }; + + const handleSavePDF = async (selectedSections) => { + try { + const result = await service.customizeReport(reportId, selectedSections); + + if (!result.success || !result.blob) { + message.error(result.error || "Failed to generate customized report"); + return; + } + + const blob = result.blob; + + if (window.showSaveFilePicker) { + const handle = await window.showSaveFilePicker({ + suggestedName: `Osdag_Custom_Report_${reportId}.pdf`, + types: [{ description: 'PDF', accept: { 'application/pdf': ['.pdf'] } }], + }); + const writable = await handle.createWritable(); + await writable.write(blob); + await writable.close(); + } else { + const url = window.URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + link.download = `Osdag_Custom_Report_${reportId}.pdf`; + document.body.appendChild(link); + link.click(); + link.remove(); + window.URL.revokeObjectURL(url); + } + + message.success("Customized report saved successfully!"); + setShowCustomization(false); + onOk && onOk(); + } catch (error) { + console.error('[DesignReportModal] handleSavePDF:error', error); + message.error("Error saving PDF. Please try again."); + } + }; + + const handleSectionsChange = (newSelectedSections) => { + setSelectedSections(newSelectedSections); + }; + + const handleCancelCustomization = () => { + setShowCustomization(false); + }; + + return ( + <> + +
    + {/* Company Name */} + + + + + + handleFieldChange('companyName', e.target.value)} + placeholder="Enter company name" + /> + + + + {/* Company Logo */} + + + + + + + {designReportInputs.companyLogoName && ( +
    + Selected: {designReportInputs.companyLogoName} +
    + )} + +     + + {/* Group/Team Name */} + + + + + + handleFieldChange('groupTeamName', e.target.value)} + placeholder="Enter team name" + /> + + + + {/* Designer */} + + + + + + handleFieldChange('designer', e.target.value)} + placeholder="Enter designer name" + /> + + + + {/* Profile Management */} +
    + + + + + +
    + + {/* Project Title */} + + + + + + handleFieldChange('projectTitle', e.target.value)} + placeholder="Enter project title" + /> + + + + {/* Subtitle */} + + + + + + handleFieldChange('subtitle', e.target.value)} + placeholder="Enter subtitle" + /> + + + + {/* Job Number */} + + + + + + handleFieldChange('jobNumber', e.target.value)} + placeholder="Enter job number" + /> + + + + {/* Client */} + + + + + + handleFieldChange('client', e.target.value)} + placeholder="Enter client name" + /> + + + + {/* Additional Comments */} + + + + + + handleFieldChange('additionalComments', e.target.value)} + rows={4} + placeholder="Enter additional comments" + showCount + maxLength={500} + /> + + + + {/* Action Buttons */} +
    + + +
    +
    +     + + {/* Report Customization Modal */} + + + ); +}; \ No newline at end of file diff --git a/frontend/src/modules/shared/components/DesignSectionModal.jsx b/frontend/src/modules/shared/components/DesignSectionModal.jsx new file mode 100644 index 000000000..95f8b6937 --- /dev/null +++ b/frontend/src/modules/shared/components/DesignSectionModal.jsx @@ -0,0 +1,86 @@ +/* eslint-disable react/prop-types */ +import { Select } from "antd"; + +const { Option } = Select; + +const SIMPLE_CONNECTION_MODULES = [ + "Butt Joint Bolted", + "Butt Joint Welded", + "Lap Joint Bolted", + "Lap Joint Welded", +]; + +const DesignSectionModal = ({ + module, + designPrefInputs, + setDesignPrefInputs, + isInputLocked, +}) => { + const isSimpleConnection = + module && SIMPLE_CONNECTION_MODULES.includes(module); + + return ( + <> +
    +
    +

    Inputs

    +
    + {!isSimpleConnection && ( +
    +
    Design Method
    +
    + +
    +
    + )} + {/*
    +
    Design For
    +
    + +
    +
    */} +
    +
    +
    + + ); +}; + +export default DesignSectionModal; + diff --git a/frontend/src/modules/shared/components/DesignStatusModal.jsx b/frontend/src/modules/shared/components/DesignStatusModal.jsx new file mode 100644 index 000000000..19015c18f --- /dev/null +++ b/frontend/src/modules/shared/components/DesignStatusModal.jsx @@ -0,0 +1,186 @@ +/* eslint-disable react/prop-types */ +import { useEffect } from 'react'; +import { Modal } from 'antd'; +import { DESIGN_STATUS } from '../hooks/useDesignSubmission'; + +/** + * DesignStatusModal Component + * + * Replaces the old loading modal with a status-aware UI that provides + * granular feedback during the design workflow. + * + * Features: + * - Shows different icons/spinners based on status.step + * - Displays status.message + * - Shows error details if status.step === ERROR + * - Auto-dismisses when COMPLETE (or stays visible briefly) + */ +export const DesignStatusModal = ({ status, isMobile, onClose }) => { + const isVisible = status.step !== DESIGN_STATUS.IDLE; + + // Auto-dismiss on complete after 1 second + useEffect(() => { + if (status.step === DESIGN_STATUS.COMPLETE) { + const timer = setTimeout(() => { + if (onClose) onClose(); + }, 1000); + return () => clearTimeout(timer); + } + }, [status.step, onClose]); + + if (!isVisible) return null; + + const getStatusContent = () => { + switch (status.step) { + case DESIGN_STATUS.VALIDATING: + return { + icon: ( +
    + ), + title: 'OSDAG Design Processing', + message: status.message || 'Validating inputs...', + subMessage: 'Please wait...' + }; + + case DESIGN_STATUS.CALCULATING: + return { + icon: ( +
    + ), + title: 'OSDAG Design Processing', + message: status.message || 'Running design calculations...', + subMessage: 'This may take a few seconds' + }; + + case DESIGN_STATUS.CAD_GENERATING: + return { + icon: ( +
    + ), + title: 'OSDAG Design Processing', + message: status.message || 'Building 3D model...', + subMessage: 'Generating CAD geometry' + }; + + case DESIGN_STATUS.COMPLETE: + return { + icon: ( + + + + + ), + title: 'Design Complete!', + message: status.message || 'Design complete!', + subMessage: 'Your design results are ready' + }; + + case DESIGN_STATUS.ERROR: + return { + icon: ( + + + + + + ), + title: 'Error', + message: status.message || 'An error occurred', + subMessage: status.error?.message || 'Please check your inputs and try again', + showRetry: true + }; + + default: + return { + icon: ( +
    + ), + title: 'OSDAG Design Processing', + message: status.message || 'Processing...', + subMessage: 'Please wait' + }; + } + }; + + const content = getStatusContent(); + + return ( + <> + +
    +
    + {content.title} +
    +
    + {content.icon} +
    +
    + {content.message} +
    +
    + {content.subMessage} +
    +
    +     + + {/* CSS for spinner animation */} + + + ); +}; + diff --git a/frontend/src/modules/shared/components/DetailingSectionModal.jsx b/frontend/src/modules/shared/components/DetailingSectionModal.jsx new file mode 100644 index 000000000..27aeea0a1 --- /dev/null +++ b/frontend/src/modules/shared/components/DetailingSectionModal.jsx @@ -0,0 +1,169 @@ +/* eslint-disable react/prop-types */ +import { Select, Input } from "antd"; +import { KEY_DISP_DP_DETAILING_PACKING_PLATE } from "../../../constants/DesignKeys"; + +const { Option } = Select; + +const SIMPLE_CONNECTION_MODULES = [ + "Butt Joint Bolted", + "Butt Joint Welded", + "Lap Joint Bolted", + "Lap Joint Welded", +]; + +const DetailingSectionModal = ({ + module, + designPrefInputs, + setDesignPrefInputs, + isInputLocked, +}) => { + const Detailing_text = `The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2) + +This gap should include the tolerance value of 5mm or 1.5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5mm {tolerance} or if the assumed clearance is 1.5mm, then the gap should be = 3mm (= 1.5mm {clearance} + 1.5mm {tolerance}. These are the default gap values based on the site practice for convenience of erection and IS 7215,Clause 2.3.1. The gap value can also be zero based on the nature of connection where clearance is not required. + +Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3`; + return ( + <> +
    +
    +

    Inputs

    +
    +
    +
    Edge Preparation Method
    +
    + +
    +
    + {module === "Butt Joint Welded" && ( +
    +
    {KEY_DISP_DP_DETAILING_PACKING_PLATE}
    +
    + +
    +
    + )} + {module && !SIMPLE_CONNECTION_MODULES.includes(module) && ( + <> +
    +
    Gap Between Beam And Support (mm)
    +
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) { + val = '-' + val; + } + } + setDesignPrefInputs({ + ...designPrefInputs, + detailing_gap: val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + + if (e.key === ' ') { + e.preventDefault(); + return; + } + + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    +
    +
    +
    Are the Member Exposed to Corrosive influences?
    +
    + +
    +
    + + )} +
    +
    + {/* */} +
    +

    Description

    +
    + +
    +
    +
    + + ); +}; + +export default DetailingSectionModal; + diff --git a/frontend/src/modules/shared/components/EngineeringHeader.jsx b/frontend/src/modules/shared/components/EngineeringHeader.jsx new file mode 100644 index 000000000..4ac06be2a --- /dev/null +++ b/frontend/src/modules/shared/components/EngineeringHeader.jsx @@ -0,0 +1,199 @@ +import UnifiedDropdownMenu from "../utils/UnifiedDropdownMenu"; +import { menuItems } from "../utils/moduleUtils"; +import { useEngineeringContext } from "../context/EngineeringContext"; + +export const EngineeringHeader = () => { + const { + form, + moduleData, + uiContext, + designStatus, + projectIdFromUrl, + moduleConfig, + toggleInputDock, + docks, + toggleLogs, + toggleOutputDock, + navigate, + toggleTheme, + handleNavbarMenuClick, + handleCreateProject, + triggerScreenshotCapture, + } = useEngineeringContext(); + + const { + inputs, + setInputs, + allSelected, + setAllSelected, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setSelectedItems, + extraState, + selectionStates, + displaySaveInputPopup, + saveInputFileName, + } = form; + + const { contextData } = moduleData; + const { setDesignPrefModalStatus, setCreateDesignReportBool } = uiContext; + const { output, logs, cadModelPaths } = designStatus; + + return ( +
    +
    + {menuItems.map((item, index) => ( + + setExtraState({ ...extraState, selectedOption: value }) + } + cadModelPaths={cadModelPaths} + contextData={contextData} + selectionStates={selectionStates} + hasOutput={!!output} + onMenuClick={handleNavbarMenuClick} + onCreateProject={handleCreateProject} + isExistingProject={!!projectIdFromUrl} + moduleConfig={moduleConfig} + extraState={extraState} + /> + ))} + + {displaySaveInputPopup && ( + + Saved input file as "{saveInputFileName}" + + )} +
    + +
    + + + + + + + + + +
    +
    + ); +}; diff --git a/frontend/src/modules/shared/components/EngineeringLayout.jsx b/frontend/src/modules/shared/components/EngineeringLayout.jsx new file mode 100644 index 000000000..830a838ad --- /dev/null +++ b/frontend/src/modules/shared/components/EngineeringLayout.jsx @@ -0,0 +1,404 @@ +import { BaseInputDock } from "./BaseInputDock"; +import { BaseOutputDock } from "./BaseOutputDock"; +import { CadViewer } from "./CadViewer"; +import FloatingNavBar from "./FloatingNavBar"; +import Logs from "./Logs"; +import { DESIGN_STATUS } from "../hooks/useDesignSubmission"; +import { UI_STRINGS } from "../../../constants/UIStrings"; +import { useEngineeringContext } from "../context/EngineeringContext"; +import OptimizationGraph from "./OptimizationGraph"; + +export const EngineeringLayout = () => { + const { + form, + moduleData, + uiContext, + designStatus, + actions, + isMobile, + toggleInputDock, + toggleOutputDock, + setDocks, + title, + isInputLocked, + lockBtnRef, + lockZoom, + setLockZoom, + showUnlockWarning, + confirmUnlock, + cancelUnlock, + handleSaveInputs, + handleSubmitEnhanced, + isGuest, + handleLockToggle, + showOptionsContainer, + options, + selectedSection, + setSelectedSection, + setSelectedCameraView, + selectedCameraView, + isRedesigning, + cameraPos, + normalizedCadModelPaths, + cameraSettings, + getConnectivity, + hoverDict, + handleHoverLabel, + handleHoverEnd, + moduleConfig, + docks, + outputConfig, + hoverText, + hoverPos, + showOptimizationGraph, + setShowOptimizationGraph, + optimizationPlotData, + optimizationDone, + } = useEngineeringContext(); + + const { + inputs, + setInputs, + selectionStates, + updateSelectionState, + toggleAllSelected, + updateSelectedItems, + setModalDynamicSrc, + } = form; + + const { contextData, loadingOptions } = moduleData; + + const { + updateModalState, + setDesignPrefModalStatus, + } = uiContext; + + const { + output, + logs, + loading, + status, + renderBoolean, + modelKey, + screenshotTrigger, + setScreenshotTrigger, + cadModelPaths, + } = designStatus; + + const { + refetchModuleOptions, + saveOutput, + handleCreateDesignReport, + } = actions; + + return ( +
    + {!docks.input && !isMobile && ( + , + , + ]} + width={isMobile ? '90%' : 500} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > +
    +

    + {confirmationType === "reset" + ? "Are you sure you want to reset all inputs and clear the current design?" + : "You have unsaved design progress. Are you sure you want to leave?"} +

    +
    +

    + This will lose all your current work. +

    +
    + + + { + setStatus({ step: DESIGN_STATUS.IDLE, message: '', error: null }); + }} + onClose={() => { + if (status.step === DESIGN_STATUS.ERROR) { + setStatus({ step: DESIGN_STATUS.IDLE, message: '', error: null }); + setDocks({ logs: true }); + } + }} + /> + + setShowAskQuestionModal(false)} + title="Ask us a question" + helperText="Please visit:" + link={ASK_QUESTION_LINK} + /> + + setShowAboutOsdagModal(false)} + /> + + setShowSave3dTypeModal(false)} + onOk={async () => { + await handleNavbarMenuClick(selectedSave3dType); + setShowSave3dTypeModal(false); + }} + okText="Export" + cancelText="Cancel" + width={isMobile ? "90%" : 520} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > +
    +

    Choose CAD file type to export:

    + setSelectedSave3dType(event.target.value)} + className="flex flex-col gap-2" + > + BREP + STL + STEP + IGS + IFC + +
    +     + + {projectCreationModal} + + ); +}; diff --git a/frontend/src/modules/shared/components/EngineeringModule.jsx b/frontend/src/modules/shared/components/EngineeringModule.jsx new file mode 100644 index 000000000..16d58e258 --- /dev/null +++ b/frontend/src/modules/shared/components/EngineeringModule.jsx @@ -0,0 +1,1727 @@ +/* eslint-disable react/prop-types */ +import React, { useState, useEffect, useRef, useMemo, useCallback } from "react"; +import { useNavigate, useLocation, useParams } from "react-router-dom"; +import { message, Modal, Radio, Button } from "antd"; +import { BaseInputDock } from "./BaseInputDock"; +import { BaseOutputDock } from "./BaseOutputDock"; +import { CadViewer } from "./CadViewer"; +import Logs from "./Logs"; +import FloatingNavBar from "./FloatingNavBar"; +import { DesignReportModal } from "./DesignReportModal"; +import { CustomizationModal } from "./CustomizationModal"; +import DesignPrefSections from "./DesignPrefSections"; +import { DesignStatusModal } from "./DesignStatusModal"; +import HelpLinkModal from "./help/HelpLinkModal"; +import AboutOsdagModal from "./help/AboutOsdagModal"; +import XlsxImportTrigger from "./XlsxImportTrigger"; +import { DESIGN_STATUS } from "../hooks/useDesignSubmission"; +import { UI_STRINGS } from "../../../constants/UIStrings"; +import { DESIGN_EXAMPLES_URL, ASK_QUESTION_LINK } from "./help/helpContent"; +import { useViewport } from "../hooks/useViewport"; +import { useEngineeringShortcuts } from "../hooks/useEngineeringShortcuts"; +import { useEngineeringModule } from "../hooks/useEngineeringModule"; +import { useProjectCreation } from "../hooks/useProjectCreation"; +import { useProjectLoader } from "../hooks/useProjectLoader"; +import { useDockPanels } from "../hooks/useDockPanels"; +import { useHover } from "../hooks/useHover"; +import UnifiedDropdownMenu from "../utils/UnifiedDropdownMenu"; +import { menuItems } from "../utils/moduleUtils"; +import { downloadGroupedOutputsCsv, downloadGroupedInputsCsv } from "../utils/groupedCsvExport"; +import { expandAllSelectedInputs } from "../utils/osiInputSerializer"; +import { loadStateFromOsi } from "../utils/osiLoader"; +import { getModuleConfig as getDesignPrefModuleConfig } from "../utils/moduleConfig"; +import { canOpenAdditionalInputs } from "../utils/designPrefOpenGuard"; +import { downloadCachedModelByFormat, downloadExportCadResponse } from "../utils/cadExport"; +import { MODULE_KEY_SEAT_ANGLE, MODULE_KEY_FIN_PLATE, MODULE_KEY_CLEAT_ANGLE, MODULE_KEY_END_PLATE, MODULE_KEY_BEAM_COLUMN_END_PLATE } from "../../../constants/DesignKeys"; +import { deleteAllCustomSections } from "../../../datasources/sectionsDataSource"; +import { openOsiFile } from "../../../datasources/osiDataSource"; +import { useViewCamera } from "./cad"; +import { usePlateGirderOptimization } from "../hooks/usePlateGirderOptimization"; +import OptimizationGraph from "./OptimizationGraph"; +import { EngineeringProvider } from "../context/EngineeringContext"; +import { EngineeringHeader } from "./EngineeringHeader"; +import { EngineeringLayout } from "./EngineeringLayout"; +import { EngineeringModals } from "./EngineeringModals"; +import { MobileBottomNav } from "./MobileBottomNav"; +import { isGuestUser } from "../../../utils/auth"; + +export const EngineeringModule = ({ + moduleConfig, + outputConfig, + title, +}) => { + const isGuest = isGuestUser(); + const navigate = useNavigate(); + const cameraRef = useRef(); + const lockBtnRef = useRef(null); + const designCompletedRef = useRef(false); // Track if we've already handled design completion + const prevModuleRef = useRef(null); // Track previous module for change detection + const prevProjectIdRef = useRef(null); // Track previous projectId for change detection + const lastLoadedProjectIdRef = useRef(null); // Prevent re-fetching same project (stops infinite GET loop) + const [showAskQuestionModal, setShowAskQuestionModal] = useState(false); + const { isMobile, isLandscape } = useViewport(); + const { + docks, + toggleInputDock, + toggleOutputDock, + toggleLogs, + toggleCad, + setDesignComplete: setDocksDesignComplete, + setEarlyOutput: setDocksEarlyOutput, + resetDocks, + setDocks + } = useDockPanels(isMobile); + const { hoverText, setHoverText, hoverPos, setHoverPos, handleHoverLabel, handleHoverEnd } = useHover(); + + const [showAboutOsdagModal, setShowAboutOsdagModal] = useState(false); + const [showSave3dTypeModal, setShowSave3dTypeModal] = useState(false); + const [selectedSave3dType, setSelectedSave3dType] = useState("Export STL"); + + const coreState = useEngineeringModule(moduleConfig); + const { moduleData, form, uiContext, designStatus, actions } = coreState; + + const { + beamList, columnList, connectivityList, materialList, boltDiameterList, thicknessList, + propertyClassList, angleList, boltTypeList, sectionProfileList, channelList, sectionDesignation, + coverPlateList, weldSizeList, profileList = [], + anchorDiameterList = [], anchorGradeList = [], footingGradeList = [], weldTypeList = [], + anchorTypeList = [], loadingOptions, contextData + } = moduleData; + + const { + output, logs, loading, renderBoolean, modelKey, status, setStatus, + screenshotTrigger, setScreenshotTrigger, cadModelPaths, hoverDict: ctxHoverDict + } = designStatus; + + const { + inputs, setInputs, extraState, setExtraState, selectionStates, setSelectionStates, allSelected, setAllSelected, + selectedItems, setSelectedItems, displaySaveInputPopup, saveInputFileName, + designPrefOverrides, setDesignPrefOverrides, modalDynamicSrc, setModalDynamicSrc, resetFormState + } = form; + + const { + modalStates, updateModalState, updateSelectionState, updateSelectedItems, toggleAllSelected, + designPrefModalStatus, setDesignPrefModalStatus, confirmationModal, setConfirmationModal, + showResetConfirmation, setShowResetConfirmation, confirmationType, setConfirmationType, + createDesignReportBool, setCreateDesignReportBool, designReportInputs, setDesignReportInputs + } = uiContext; + + const { + handleSubmit, performReset, saveOutput, clearDesignResults, loadSavedOutputs, service, + resetModuleState, refetchModuleOptions, handleCreateDesignReport, handleCancelDesignReport, + handleQuitClick, loadOutputs, loadCadModel + } = actions; + + const { handleCreateProject, projectCreationModal } = useProjectCreation({ + inputs, + extraState, + allSelected, + contextData, + moduleConfig, + designPrefOverrides, + hasOutput: !!output, + }); + + const [showResetButton, setShowResetButton] = useState(false); + const [isDesignComplete, setIsDesignComplete] = useState(false); + const [isInputLocked, setIsInputLocked] = useState(false); + const [showUnlockWarning, setShowUnlockWarning] = useState(false); + const [showOptionsContainer, setShowOptionsContainer] = useState(false); // New state for options container + const [isRedesigning, setIsRedesigning] = useState(false); // New state for re-design operations + const [selectedSection, setSelectedSection] = useState(["Model"]); + const [selectedCameraView, setSelectedCameraView] = useState("Model"); + const [lockZoom, setLockZoom] = useState(false); + const [isDark, setIsDark] = useState(false); + + // Hooking Graphics Options (Model / Selected Section & Bg Color) + const colorPickerRef = useRef(null); + const [customBgColor, setCustomBgColor] = useState(null); + + useEffect(() => { + if (inputs?.graphicsOption) { + const opt = inputs.graphicsOption; + if (["Model", "Beam", "Column", "Seated Angle", "Cleat Angle"].includes(opt)) { + if (opt === "Model") { + setSelectedSection(["Model"]); + + setSelectedCameraView("Model"); + } else { + // If a non-Model option is selected, add it + const newSelection = selectedSection.filter(s => s !== "Model"); + if (!newSelection.includes(opt)) { + newSelection.push(opt); + } + if (newSelection.length > 0) { + setSelectedSection(newSelection); + + setSelectedCameraView(newSelection[0]); + } + } + } else if (opt === "Change Background") { + if (colorPickerRef.current) { + colorPickerRef.current.click(); + } + } else if (opt === "Show front view") { + setSelectedCameraView("XY"); + } else if (opt === "Show side view") { + setSelectedCameraView("YZ"); + } else if (opt === "Show top view") { + setSelectedCameraView("ZX"); + } + // Cleanup graphicOption to allow consecutive clicks of same option + setInputs(prev => { + const next = { ...prev }; + delete next.graphicsOption; + return next; + }); + } + }, [inputs?.graphicsOption, selectedSection]); + + const prevPathsRef = useRef(null); + const normalizedCadModelPaths = useMemo(() => { + const out = {}; + Object.entries(cadModelPaths || {}).forEach(([key, value]) => { + if (!key) return; + const trimmed = key.trim(); + out[trimmed] = value; + out[trimmed.toLowerCase()] = value; + out[trimmed.toUpperCase()] = value; + }); + const nextStr = JSON.stringify(out); + if (prevPathsRef.current === nextStr) return JSON.parse(nextStr); + prevPathsRef.current = nextStr; + return out; + }, [cadModelPaths]); + + // Debug: log CAD paths when they change + useEffect(() => { + if (normalizedCadModelPaths) { + const keys = Object.keys(normalizedCadModelPaths || {}); + } + }, [normalizedCadModelPaths, selectedSection]); + + + + + + + + const toggleTheme = () => { + setIsDark(!isDark); + document.documentElement.classList.toggle('dark'); + }; + + // Hover tooltip state for 3D parts + const location = useLocation(); + const params = useParams(); + + // Project ID from path (e.g. /design/connections/shear/fin_plate/1) or query (?projectId=1) + const getProjectIdFromUrl = () => { + const fromPath = params.projectId; + if (fromPath != null && fromPath !== '') { + const n = parseInt(fromPath, 10); + if (!Number.isNaN(n)) return n; + } + const searchParams = new URLSearchParams(location.search); + const fromQuery = searchParams.get('projectId'); + return fromQuery ? parseInt(fromQuery, 10) : null; + }; + + // =================================================================== + // MODULE CHANGE DETECTION - Clear state when switching modules + // =================================================================== + useEffect(() => { + const currentModule = moduleConfig.designType; + const currentProjectId = getProjectIdFromUrl(); + + // Check if module changed + if (prevModuleRef.current && prevModuleRef.current !== currentModule) { + console.log(`[STATE_CLEANUP] Module changed: ${prevModuleRef.current} -> ${currentModule}`); + + // Clear ModuleContext state (designData, logs, CAD paths, etc.) + resetModuleState(); + + // Clear hook-level design state + clearDesignResults(); + + // Reset UI state + setIsDesignComplete(false); + setDocks({ output: false }); + setDocks({ logs: false }); + setShowOptionsContainer(false); + setIsInputLocked(false); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + setIsRedesigning(false); + designCompletedRef.current = false; + + // Reset CAD visibility based on device + if (isMobile) { + setDocks({ cad: false }); + } else { + setDocks({ cad: true }); + } + } + + // Check if projectId changed (same module, different project) + if (prevProjectIdRef.current !== null && prevProjectIdRef.current !== currentProjectId) { + console.log(`[STATE_CLEANUP] Project changed: ${prevProjectIdRef.current} -> ${currentProjectId}`); + + // Clear design state when switching projects + resetModuleState(); + clearDesignResults(); + setIsDesignComplete(false); + setDocks({ output: false }); + setDocks({ logs: false }); + setShowOptionsContainer(false); + setIsInputLocked(false); + designCompletedRef.current = false; + } + + // Update refs + prevModuleRef.current = currentModule; + prevProjectIdRef.current = currentProjectId; + }, [moduleConfig.designType, location.search, location.pathname, resetModuleState, clearDesignResults, isMobile]); + + // =================================================================== + // CLEANUP ON UNMOUNT - Clear state when component unmounts + // =================================================================== + useEffect(() => { + return () => { + console.log('[STATE_CLEANUP] Component unmounting, clearing ModuleContext state'); + // Clear ModuleContext state when component unmounts + resetModuleState(); + }; + }, [resetModuleState]); + + // =================================================================== + // PROJECT LOADING - Load project inputs if project ID exists + // =================================================================== + const projectIdFromUrl = getProjectIdFromUrl(); + useProjectLoader({ + projectIdFromUrl, + service, + moduleConfig, + navigate, + location, + setInputs, + setDesignPrefOverrides, + loadSavedOutputs, + resetModuleState, + clearDesignResults, + resetDocks, + setIsDesignComplete, + setShowOptionsContainer, + setIsInputLocked, + designCompletedRef, + resetFormState, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleData: contextData, + }); + + // Only change dock visibility after design is complete + useEffect(() => { + // Check if design just completed (transition to COMPLETE status) + const designJustCompleted = status.step === DESIGN_STATUS.COMPLETE && !designCompletedRef.current; + + if (designJustCompleted) { + console.log(`[DESIGN_COMPLETE] Design completed | isMobile: ${isMobile}`); + designCompletedRef.current = true; // Mark as handled + setIsDesignComplete(true); + setShowOptionsContainer(true); // Show options container after design is complete + + if (isMobile) { + // Mobile: Auto-open CAD+Logs so results are visible immediately + console.log(`[DESIGN_COMPLETE] Setting mobile docks: CAD=true, Logs=true, Input=false, Output=false`); + setDocks({ input: false }); + setDocks({ output: false }); + setDocks({ cad: true }); + setDocks({ logs: true }); + } else { + // Desktop: Auto-open output dock and logs + console.log(`[DESIGN_COMPLETE] Setting desktop docks: Output=opening, Logs=opening`); + setDocks({ output: true }); + setDocks({ logs: true }); + } + + // Lock inputs after successful design + setIsInputLocked(true); + + // Auto-trigger report generation if ?action=report is in the URL + const searchParams = new URLSearchParams(location.search); + let timerId; + if (searchParams.get('action') === 'report') { + timerId = setTimeout(() => { + if (handleCreateDesignReport) handleCreateDesignReport(); + }, 1000); + } + return () => { + if (timerId) clearTimeout(timerId); + }; + } else if (isRedesigning || status.step === DESIGN_STATUS.CALCULATING || status.step === DESIGN_STATUS.CAD_GENERATING) { + // Reset the completion flag when redesigning or during design process + if (isRedesigning) { + designCompletedRef.current = false; + setIsDesignComplete(false); + setShowOptionsContainer(false); + setIsInputLocked(false); + } + } + }, [status.step, isRedesigning, isMobile]); + + // Show output dock immediately after calculation completes (before CAD) + useEffect(() => { + // When status transitions to CAD_GENERATING, calculation just completed + if (status.step === DESIGN_STATUS.CAD_GENERATING && output && !isRedesigning && !designCompletedRef.current) { + console.log(`[EARLY_OUTPUT] Calculation complete, showing output dock early`); + if (!isMobile) { + setDocks({ output: true }); + setDocks({ logs: true }); + } + } + }, [status.step, output, isRedesigning, isMobile]); + + + // PSO optimization (plate girder Optimized design type). Idle for other modules. + const { + optimizationPlotData, + optimizationDone, + showOptimizationGraph, + setShowOptimizationGraph, + startPsoOptimization, + } = usePlateGirderOptimization({ + onComplete: (formattedOutput, _rawLogs, cadPaths) => { + if (formattedOutput && Object.keys(formattedOutput).length > 0) { + loadOutputs(formattedOutput); + } + if (cadPaths && Object.keys(cadPaths).length > 0) { + loadCadModel(cadPaths); + } + setStatus({ step: DESIGN_STATUS.COMPLETE, message: "Optimization complete!", error: null }); + setTimeout(() => { + setStatus({ step: DESIGN_STATUS.IDLE, message: "", error: null }); + }, 1200); + }, + onError: (msg) => { + const text = msg || "Optimization failed"; + message.error(text); + setStatus({ step: DESIGN_STATUS.ERROR, message: text, error: new Error(text) }); + setIsInputLocked(false); + setIsRedesigning(false); + }, + }); + + const handleSubmitEnhanced = useCallback(async () => { + setIsInputLocked(false); + // If there's already an existing design, completely reset everything + if (isDesignComplete || renderBoolean || output) { + + // Immediately hide current model and output + designCompletedRef.current = false; // Reset completion flag + setIsRedesigning(true); + setIsDesignComplete(false); + setDocks({ output: false }); + setDocks({ logs: false }); + setShowOptionsContainer(false); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + // Reset CAD state based on device type + if (isMobile) { + setDocks({ cad: false }); + } else { + setDocks({ cad: true }); + } + + // Reset all the data that controls model rendering but PRESERVE inputs + clearDesignResults(); + resetModuleState(); + + // Small delay to ensure reset is processed + await new Promise(resolve => setTimeout(resolve, 100)); + } + + // Optimized (plate girder) ā†’ run PSO over WebSocket and show the optimization + // graph popup instead of the synchronous design. + if (moduleConfig.isOptimized?.(inputs)) { + try { + const params = moduleConfig.buildSubmissionParams(inputs, allSelected, contextData, extraState); + startPsoOptimization(params); + } catch (error) { + console.error(error); + } finally { + setIsRedesigning(false); + } + return; + } + + // Call the actual submit function + try { + await handleSubmit(); + setShowResetButton(true); + } catch (error) { + } finally { + // Reset the redesigning state after completion + setIsRedesigning(false); + } + }, [isDesignComplete, renderBoolean, output, isMobile, clearDesignResults, resetModuleState, handleSubmit, resetDocks, moduleConfig, inputs, allSelected, contextData, extraState, startPsoOptimization]); + + // Toggle reset button visibility + const toggleResetButton = () => { + setShowResetButton(!showResetButton); + }; + + // Toggle functions for SVG clicks + + + const handleLockToggle = useCallback(() => { + if (isInputLocked) { + // Show warning modal first + setShowUnlockWarning(true); + } else { + setIsInputLocked(true); + // Don't close the dock when locking - keep it open but locked + } + }, [isInputLocked]); + + const confirmUnlock = () => { + console.log(`[UNLOCK] confirmUnlock called | isMobile: ${isMobile}`); + designCompletedRef.current = false; // Reset completion flag + clearDesignResults(); + setIsDesignComplete(false); + setShowOptionsContainer(false); + setDocks({ output: false }); + setDocks({ logs: false }); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + setShowResetButton(false); + setHoverText(""); + setHoverPos({ x: 0, y: 0 }); + setIsInputLocked(false); + setDocks({ input: true }); + setIsRedesigning(false); + setShowUnlockWarning(false); + // Reset CAD state based on device type + if (isMobile) { + console.log(`[UNLOCK] Resetting docks for mobile: Input=true, CAD=false`); + setDocks({ cad: false }); + } else { + console.log(`[UNLOCK] Resetting docks for desktop: Input=true, CAD=true`); + setDocks({ cad: true }); + } + }; + + const cancelUnlock = () => { + setShowUnlockWarning(false); + setIsInputLocked(true); + }; + + + // New CAD toggle function + + const handleResetEnhanced = useCallback(async () => { + setShowResetConfirmation(true); + setConfirmationType("reset"); + }, []); + + const performResetEnhanced = async () => { + // Guests never store custom sections in backend. + if (isGuestUser()) { + message.info("Guest users do not have custom sections stored in the backend."); + } else { + try { + await deleteAllCustomSections(); + // Ensure dropdown options no longer include deleted user sections. + try { + await refetchModuleOptions?.(); + } catch (_e) { + // ignore refetch errors; local reset still proceeds + } + } catch (e) { + message.error(e?.message || "Failed to delete custom sections."); + } + } + + performReset(); + setShowResetButton(false); + setShowResetConfirmation(false); + setDocks({ output: false }); + setDocks({ input: true }); + setIsDesignComplete(false); + setDocks({ logs: false }); + setShowOptionsContainer(false); + setSelectedSection("Model"); + setSelectedCameraView("Model"); + setIsRedesigning(false); + setIsInputLocked(false); + // Reset CAD state based on device type + if (isMobile) { + setDocks({ cad: false }); + } else { + setDocks({ cad: true }); + } + }; + const handleSaveInputs = async () => { + // Determine module_id - use designType from moduleConfig, or fallback to inputs.module + const module_id = moduleConfig?.designType || inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + const projectName = inputs?.project_name || inputs?.name || moduleConfig?.sessionName || 'project'; + + try { + const inputsForSave = expandAllSelectedInputs(inputs, allSelected, contextData); + + let flatInputs = {}; + if (moduleConfig && typeof moduleConfig.buildSubmissionParams === "function") { + try { + flatInputs = moduleConfig.buildSubmissionParams( + inputsForSave, + allSelected, + contextData, + extraState + ) || {}; + } catch (e) { + console.warn("Failed to dynamically build flat parameters, falling back to raw inputs:", e); + flatInputs = { ...inputsForSave }; + } + } else { + flatInputs = { ...inputsForSave }; + } + + // Prefix design pref overrides + Object.entries(designPrefOverrides || {}).forEach(([key, val]) => { + flatInputs[`Pref.${key}`] = val; + }); + + // Always download-only (no backend persistence). Force inline/base64 response. + const result = await service.saveOSIFromInputs(projectName, module_id, flatInputs, true); + if (result.success && result.content_base64) { + try { + const binaryString = atob(result.content_base64); + const bytes = new Uint8Array(binaryString.length); + for (let i = 0; i < binaryString.length; i++) bytes[i] = binaryString.charCodeAt(i); + const blob = new Blob([bytes], { type: 'text/plain' }); + const url = URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + link.download = result.filename || `${projectName}.osi`; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + message.success('OSI file downloaded successfully'); + } catch (err) { + console.error('Error downloading OSI file:', err); + message.error('Failed to download OSI file'); + } + return; + } + message.error(result.error || 'Failed to download OSI'); + } catch (err) { + console.error('Error saving inputs:', err); + message.error('Failed to download OSI'); + } + }; + + // Get connectivity for FinPlateConnection module + const getConnectivity = () => { + if (moduleConfig.cameraKey === MODULE_KEY_FIN_PLATE) { + return extraState?.selectedOption || inputs?.connectivity; + } + return null; + }; + + const cameraSettings = useViewCamera( + moduleConfig.cameraKey, + selectedCameraView, + getConnectivity() + ); + + const { + position: cameraPos, + modelPosition, + modelScale, + } = cameraSettings; + + // Determine view options based on module config + const getViewOptions = () => { + if (moduleConfig.cadOptions) { + return moduleConfig.cadOptions || ["Model", "Beam", "Connector"]; + } + + if (moduleConfig.cameraKey === MODULE_KEY_FIN_PLATE) { + return ["Model", "Beam", "Column", "Plate"]; + } + else if (moduleConfig.cameraKey === MODULE_KEY_CLEAT_ANGLE) { + return ["Model", "Beam", "Column", "CleatAngle"]; // FIXED: Use CleatAngle instead of Connector + } + else if (moduleConfig.cameraKey === MODULE_KEY_END_PLATE) { + return ["Model", "Beam", "Column", "Plate"]; + } + else if (moduleConfig.cameraKey === MODULE_KEY_SEAT_ANGLE) { + return ["Model", "Beam", "Column", "SeatedAngle"]; // FIXED: Use SeatedAngle instead of Connector + } + else if (moduleConfig.cameraKey === MODULE_KEY_BEAM_COLUMN_END_PLATE) { + return ["Model", "Beam", "Column", "End Plate"]; + } + + return moduleConfig.cadOptions || ["Model", "Beam", "Connector"]; + }; + + const options = getViewOptions(); + + const triggerScreenshotCapture = () => { + setScreenshotTrigger(true); + }; + + const handleLoadInputFromShortcut = async () => { + const element = document.createElement("input"); + element.setAttribute("type", "file"); + element.accept = ".osi,application/json"; + element.style.display = "none"; + document.body.appendChild(element); + element.click(); + + element.addEventListener("change", async (e) => { + const file = e.target.files?.[0]; + if (!file) { + document.body.removeChild(element); + return; + } + try { + const formData = new FormData(); + formData.append("file", file); + const data = await openOsiFile(formData); + if (data.ok && data.success) { + loadStateFromOsi(data.inputs || {}, { + setInputs, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleConfig, + safeModuleData: contextData || {}, + }); + message.success("Input loaded from OSI"); + } else { + message.error(data.error || "Failed to open OSI file"); + } + } catch (err) { + message.error("Failed to open OSI file"); + } finally { + if (document.body.contains(element)) { + document.body.removeChild(element); + } + } + }); + }; + + const handleOpenDesignPrefFromShortcut = () => { + const mod = getDesignPrefModuleConfig(inputs?.module); + const guard = canOpenAdditionalInputs( + mod, + inputs, + { selectedOption: extraState?.selectedOption }, + contextData, + selectionStates + ); + if (!guard.ok) { + message.warning(guard.message); + return; + } + setDesignPrefModalStatus(true); + }; + + // Build the hover dictionary: backend values take priority. + // We intentionally do NOT include default fallback strings for parts like + // Beam/Column/Plate so that when the backend provides nothing, SmartPart + // falls back to just the part name (clean), rather than a static string. + const hoverDict = useMemo(() => { + // Backend hover_dict values are the source of truth. + // Only keep truly generic part-name labels for parts + // the backend never annotates (e.g. SeatedAngle, Member). + const staticFallbacks = { + "Cleat Angle": "Cleat Angle", + "Seated Angle": "Seated Angle", + "Member": "Member", + }; + + const final = { + ...staticFallbacks, + ...(ctxHoverDict || {}), + }; + + return final; + }, [ctxHoverDict]); + + + + const handleNavbarMenuClick = async (name) => { + const exportCadByType = async (optionName) => { + const formatMap = { + "Export BREP": "brep", + "Export STL": "stl", + "Export STEP": "step", + "Export IGS": "iges", + "Export IFC": "ifc", + }; + const format = formatMap[optionName]; + if (!format) { + message.error("Unsupported export type."); + return; + } + + const moduleId = moduleConfig?.designType || inputs?.module; + if (!moduleId) { + message.error("Module ID is missing. Unable to export CAD."); + return; + } + + if (!cadModelPaths || Object.keys(cadModelPaths).length === 0) { + message.warning("Run design first to generate CAD output."); + return; + } + + if (format === "brep" || format === "stl") { + const downloaded = await downloadCachedModelByFormat({ + cadModelPaths, + format, + moduleId, + message, + }); + if (downloaded) return; + } + + if (typeof moduleConfig?.buildSubmissionParams !== "function") { + message.error("Module export configuration is missing."); + return; + } + + try { + const inputValues = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + contextData || {}, + extraState || {} + ); + + const result = await service.exportCADModel( + moduleId, + inputValues, + format, + "Model" + ); + + if (!result?.success || !result?.blob) { + message.error(result?.error || "CAD export failed"); + return; + } + + downloadExportCadResponse({ + blob: result.blob, + disposition: result.disposition, + fallbackFilename: `${moduleId}_Model.${format}`, + }); + message.success(`${format.toUpperCase()} exported successfully`); + } catch (error) { + console.error("CAD export error:", error); + message.error(error?.message || "Failed to export CAD"); + } + }; + + // Database menu actions (desktop-style) + if (name === "Download Inputs CSV") { + const inputsExpanded = expandAllSelectedInputs(inputs, allSelected, contextData); + const effectiveInputs = { ...inputsExpanded, ...(designPrefOverrides || {}) }; + const moduleId = moduleConfig?.designType || inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + return downloadGroupedInputsCsv({ + moduleConfig, + inputs: inputsExpanded, + effectiveInputs, + designPrefOverrides, + extraState, + filename: `${moduleId}_inputs.csv`, + }); + } + if (name === "Download Outputs CSV") { + const moduleId = moduleConfig?.designType || inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + return downloadGroupedOutputsCsv({ + output, + outputConfig, + logs, + filename: `${moduleId}_outputs.csv`, + }); + } + if (name === "Download Inputs OSI") { + return handleSaveInputs(); + } + if ( + name === "Export BREP" || + name === "Export STL" || + name === "Export STEP" || + name === "Export IGS" || + name === "Export IFC" + ) { + return exportCadByType(name); + } + if (name === "Design Examples") { + window.open(DESIGN_EXAMPLES_URL, "_blank", "noopener,noreferrer"); + return; + } + if (name === "Ask us a question") { + setShowAskQuestionModal(true); + return; + } + if (name === "About Osdag") { + setShowAboutOsdagModal(true); + return; + } + if (name === "Model" || name === "Beam" || name === "Column" || name === "Seated Angle") { + setSelectedSection([name]); + setSelectedCameraView(name); + return; + } + if (name === "Change Background") { + message.info("Background change feature coming soon"); + return; + } + if (name === "Reset") { + return handleResetEnhanced(); + } + return undefined; + }; + + const hasModalContext = + !!createDesignReportBool || + !!designPrefModalStatus || + !!showResetConfirmation || + !!showUnlockWarning || + !!showAskQuestionModal || + !!showAboutOsdagModal || + !!confirmationModal || + Object.values(modalStates || {}).some(Boolean) || + status.step === DESIGN_STATUS.ERROR; + + useEngineeringShortcuts({ + navigate, + toggleInputDock, + toggleOutputDock, + toggleLogs, + handleSubmitEnhanced, + handleResetEnhanced, + handleLockToggle, + showCad: docks.cad, + selectedCameraView, + setSelectedCameraView, + hasModalContext, + output, + status, + handleCreateProject, + projectIdFromUrl, + handleLoadInputFromShortcut, + cadModelPaths, + setSelectedSave3dType, + setShowSave3dTypeModal, + setCreateDesignReportBool, + handleOpenDesignPrefFromShortcut, + toggleTheme, + }); + + const getCategoryPrefix = () => { + const path = location.pathname.toLowerCase(); + if (path.includes('tension')) return 'Tension Members - '; + if (path.includes('compression') || path.includes('struts') || path.includes('axially')) return 'Compression Members - '; + if (path.includes('flexure') || path.includes('simply_supported_beam') || path.includes('cantilever') || path.includes('purlin')) return 'Flexural Members - '; + if (path.includes('column-beam') || path.includes('beam-column')) return 'Beam-Column - '; + if (path.includes('connections') || path.includes('shear') || path.includes('simple') || path.includes('splice') || path.includes('base_plate')) return 'Connection Members - '; + return ''; + }; + const displayTitle = title ? getCategoryPrefix() + title : ''; + + return ( +
    + {/* Navigation */} +
    + + {/* Top Bar: Light gray on desktop and mobile */} +
    + + {/* Left Side: Menus */} +
    + {menuItems.map((item, index) => ( + + setExtraState({ ...extraState, selectedOption: value }) + } + cadModelPaths={cadModelPaths} + contextData={contextData} + selectionStates={selectionStates} + hasOutput={!!output} + onMenuClick={handleNavbarMenuClick} + onCreateProject={handleCreateProject} + isExistingProject={!!projectIdFromUrl} + moduleConfig={moduleConfig} + extraState={extraState} + /> + ))} + + {displaySaveInputPopup && ( + + Saved input file as "{saveInputFileName}" + + )} +
    + + {/* Center Title for Desktop */} +
    + {displayTitle} +
    + + {/* Right Side: Icons */} +
    + + {/* Input Dock Button */} + + + {/* Logs Button */} + + + {/* Output Dock Button */} + + {/* home */} + + {/* theme mode */} + + +
    +
    + + {/* Mobile Centered Title (Below the menu row) */} +
    + {displayTitle} +
    + + + {/* Initial theme detection, run once per mount */} + { + React.useEffect(() => { + const saved = localStorage.getItem('osdag-theme'); + if (saved === 'dark') { + document.body.classList.add('dark'); + } else if (saved === 'light') { + document.body.classList.remove('dark'); + } + }, []) + } +
    + +
    + {/* Input Dock Toggle Button - Fixed to left, shows when dock is closed (Desktop only) */} + {!docks.input && !isMobile && ( + + )} + + {/* Output Dock Toggle Button - Fixed to right, shows when dock is closed and output exists (Desktop only) */} + {!docks.output && output && !isMobile && ( + + )} + + {/* Left - Input Dock */} + {docks.input ? ( + + ) : ( +
    +
    + T + U + P + N + I +
    +
    + )} + + + + {/* EDGE BAR (always visible) */} + + + {/* Middle - 3D Model and Logs Container */} +
    + {/* Options Container - Show after design is complete. On desktop, show even when docks are open. On mobile, only show when CAD is visible */} + {showOptionsContainer && output && (isMobile ? docks.cad : true) && ( +
    +
    + {options.map((option) => { + const isChecked = selectedSection.includes(option); + const isModel = option === "Model"; + return ( + + ); + })} +
    +
    + )} + + {/* CAD Window Container */} + + + {/* Logs Dock */} + {docks.logs && (output || (logs && logs.length > 0)) && ( +
    + +
    + )} +
    + + {/* Right - Output Dock */} + {docks.output && outputConfig && status.step !== DESIGN_STATUS.ERROR ? ( +
    + + + {/* RIGHT SIDE GREEN STRIP */} +
    + {/* GREEN LINE */} +
    + + {/* TOGGLE HANDLE */} +
    toggleOutputDock(!!output)} + className=" + absolute left-0 top-[50%] + -translate-y-1/2 + w-[8px] h-[80px] + bg-[#6a8f00] + flex items-center justify-center + cursor-pointer + " + > + + āÆ + +
    +
    +
    +
    + ) : ( + /* COLLAPSED STRIP */ +
    + {/* GREEN LINE */} +
    + + {/* TOGGLE HANDLE */} +
    setDocks({ output: true })} + className=" + absolute left-0 top-[50%] + -translate-y-1/2 + w-[8px] h-[80px] + bg-[#6a8f00] + flex items-center justify-center + cursor-pointer + " + > + + ā® + +
    +
    + + {/* OUTPUT TEXT */} +
    + {"OUTPUT".split("").map((ch, i) => ( + + {ch} + + ))} +
    +
    + )} +
    + + {/* Design Report Modal */} + + + {/* Customization Modals */} + { + moduleConfig.modalConfig.map((modal) => ( + updateModalState(modal.key, false)} + title="Customized" + dataSource={contextData[modal.dataSource] || (modalDynamicSrc[modal.inputKey] || [])} // FIXED: This now includes angleList + selectedItems={selectedItems[modal.inputKey]} + onTransferChange={(nextTargetKeys) => + updateSelectedItems(modal.inputKey, nextTargetKeys) + } + /> + )) + } + + {/* Design Preferences Modal (Additional Inputs) */} + { + designPrefModalStatus && ( + { + if (isInputLocked) { + setDesignPrefModalStatus(false); + } else { + setConfirmationModal(true); + } + }} + footer={null} + minWidth={isMobile ? undefined : 1200} + width={isMobile ? '100%' : 1400} + maxHeight={isMobile ? '100%' : 1200} + maskClosable={false} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > + + + ) + } + + {/* Reset Confirmation Modal */} + + {confirmationType === "reset" + ? "Confirm Reset" + : "Unsaved Progress"} + + } + onCancel={() => { + setShowResetConfirmation(false); + setConfirmationType("reset"); + }} + footer={[ + , + , + ]} + width={isMobile ? '90%' : 500} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > +
    +

    + {confirmationType === "reset" + ? "Are you sure you want to reset all inputs and clear the current design?" + : "You have unsaved design progress. Are you sure you want to leave?"} +

    +
    +

    + This will lose all your current work. +

    +
    +     + + {/* Design Status Modal */} + { + // Retry logic - could trigger handleSubmitEnhanced again + setStatus({ step: DESIGN_STATUS.IDLE, message: '', error: null }); + }} + onClose={() => { + if (status.step === DESIGN_STATUS.ERROR) { + setStatus({ step: DESIGN_STATUS.IDLE, message: '', error: null }); + } + }} + /> + + {/* Optimization graph popup (plate girder Optimized / PSO) */} + {showOptimizationGraph && ( +
    +
    + setShowOptimizationGraph(false)} + /> +
    +
    + )} + + {/* Hover tooltip overlay */} + {hoverText && ( +
    + )} + {projectCreationModal} + setShowAskQuestionModal(false)} + title="Ask us a question" + helperText="Please visit:" + link={ASK_QUESTION_LINK} + /> + setShowAboutOsdagModal(false)} + /> + setShowSave3dTypeModal(false)} + onOk={async () => { + await handleNavbarMenuClick(selectedSave3dType); + setShowSave3dTypeModal(false); + }} + okText="Export" + cancelText="Cancel" + width={isMobile ? "90%" : 520} + className="[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4" + > +
    +

    Choose CAD file type to export:

    + setSelectedSave3dType(event.target.value)} + className="flex flex-col gap-2" + > + BREP + STL + STEP + IGS + IFC + +
    +     + + {/* Mobile Bottom Navigation Bar */} + {isMobile && ( +
    + {/* Inputs Tab */} + + + {/* 3D View Tab */} + + + {/* Outputs Tab */} + +
    + )} +
    + ); +}; diff --git a/frontend/src/modules/shared/components/FloatingNavBar.jsx b/frontend/src/modules/shared/components/FloatingNavBar.jsx new file mode 100644 index 000000000..0967edc75 --- /dev/null +++ b/frontend/src/modules/shared/components/FloatingNavBar.jsx @@ -0,0 +1,91 @@ +import { useState } from 'react'; +import { useNavigate, useParams } from 'react-router-dom'; +import { Tooltip } from 'antd'; +import homeIcon from '../../../assets/homepage/home_default.svg'; +import connectionIcon from '../../../assets/homepage/connection.svg'; +import tensionIcon from '../../../assets/homepage/tension_member.svg'; +import compressionIcon from '../../../assets/homepage/compression_member.svg'; +import flexuralIcon from '../../../assets/homepage/flexural_member.svg'; +import beamcolumnIcon from '../../../assets/homepage/beam_column.svg'; +import trussIcon from '../../../assets/homepage/truss.svg'; +import frame2dIcon from '../../../assets/homepage/2d_frame.svg'; +import frame3dIcon from '../../../assets/homepage/3d_frame.svg'; + +const FloatingNavBar = () => { + const navigate = useNavigate(); + const { moduleName } = useParams(); + const [isOpen, setIsOpen] = useState(false); + + const navigationItems = [ + { name: 'Home', icon: homeIcon, link: '/home' }, + { name: 'Connection', icon: connectionIcon, link: '/Connections' }, + { name: 'Tension Member', icon: tensionIcon, link: '/TensionMember' }, + { name: 'Compression Member', icon: compressionIcon, link: '/CompressionMember' }, + { name: 'Flexural Member', icon: flexuralIcon, link: '/FlexureMember' }, + { name: 'Beam-Column', icon: beamcolumnIcon, link: '/Beam-Column', comingSoon: true }, + { name: 'Truss', icon: trussIcon, link: '/Truss', comingSoon: true }, + { name: '2D Frame', icon: frame2dIcon, link: '/2DFrame', comingSoon: true }, + { name: '3D Frame', icon: frame3dIcon, link: '/3DFrame', comingSoon: true }, + ]; + + const toggleOpen = (e) => { + // Only toggle if we didn't click on a button inside + if (e.target.closest('button')) return; + setIsOpen(prev => !prev); + }; + + return ( +
    window.innerWidth >= 1024 && setIsOpen(true)} + onMouseLeave={() => window.innerWidth >= 1024 && setIsOpen(false)} + onClick={toggleOpen} + > +
    +
    + {navigationItems.map((item, index) => { + // Check if current item matches the active module + const isActive = item.link.toLowerCase().includes((moduleName || '').toLowerCase()) && moduleName; + + return ( + + + + ); + })} +
    +
    + + {/* Hover Handle indicator */} +
    +
    +
    +
    + ); +}; + +export default FloatingNavBar; diff --git a/frontend/src/modules/shared/components/GenericConfigView.jsx b/frontend/src/modules/shared/components/GenericConfigView.jsx new file mode 100644 index 000000000..db0f4b2c0 --- /dev/null +++ b/frontend/src/modules/shared/components/GenericConfigView.jsx @@ -0,0 +1,50 @@ +/* eslint-disable react/prop-types */ +import { Input } from "antd"; + +/** + * GenericConfigView - A simple two-column layout for specialized settings tabs. + * Used for Bolt, Weld, etc. + */ +const GenericConfigView = ({ + children, // The input fields (left section) + description, // The description text (right section) + note, // Optional bottom note + descRows = 18 +}) => { + return ( + <> +
    + {/* Left Section: Inputs */} +
    +

    Inputs

    +
    + {children} +
    +
    + + {/* Right Section: Description */} + {description && ( +
    +

    Description

    +
    + +
    +
    + )} +
    + + {/* Bottom Note */} + {note && ( +
    + {note} +
    + )} + + ); +}; + +export default GenericConfigView; diff --git a/frontend/src/modules/shared/components/GenericSectionView.jsx b/frontend/src/modules/shared/components/GenericSectionView.jsx new file mode 100644 index 000000000..ccfbeed8a --- /dev/null +++ b/frontend/src/modules/shared/components/GenericSectionView.jsx @@ -0,0 +1,417 @@ +/* eslint-disable react/prop-types */ +import { useContext, useState, useEffect, useCallback, useMemo } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import { STEEL_CONSTANTS, UNIT_LABELS } from "../constants/engineering"; +import CustomMaterialModal from "./CustomMaterialModal"; +import SectionTabToolbar from "./SectionTabToolbar"; +import { notifyCustomSectionAdded } from "../hooks/useModuleData"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +/** + * GenericSectionView - A unified view for section details (Beam, Column, Angle, etc.) + * This replaces the redundant *SectionModal.jsx components in the shared directory. + */ +const GenericSectionView = ({ + sectionData, // supportingSectionData or supportedSectionData + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + inputs, // Base inputs from parent + materialList = [], + isGuest, + onRefetchModuleOptions, + suppressInitialMaterialDispatch = false, + sectionType, // 'supporting' or 'supported' + sectionTableName, // 'Beams', 'Columns', 'Angles', etc. + displayConfig, // Configuration for fields and image + onClearSection, // Callback to clear parent state if needed + onDesignationChange,// Callback when designation changes + hideDropdown // If true, suppress dropdown (e.g. for primary members) +}) => { + const { + manageDesignPreferences, + beamList = [], + columnList = [], + angleList = [], + channelList = [], + sectionDesignation = [], + [sectionType === 'supporting' ? 'supporting_material_details' : 'supported_material_details']: materialDetails, + } = useContext(ModuleContext); + const [showModal, setShowModal] = useState(false); + const [editableData, setEditableData] = useState({}); + const [designationStr, setDesignationStr] = useState(""); + const [lastPropDesignation, setLastPropDesignation] = useState(""); + + const getDropdownOptions = useCallback(() => { + const fullList = + sectionTableName === "Beams" + ? beamList + : sectionTableName === "Columns" + ? columnList + : sectionTableName === "Angles" + ? angleList + : sectionTableName === "Channels" + ? channelList + : []; + + let dockSelections = []; + if (sectionTableName === "Beams") { + dockSelections = inputs?.section_designation || inputs?.beam_section || inputs?.primary_beam || inputs?.secondary_beam; + } else if (sectionTableName === "Columns") { + dockSelections = inputs?.section_designation || inputs?.column_section || inputs?.member_designation; + } else if (sectionTableName === "Angles") { + dockSelections = inputs?.section_designation || inputs?.cleat_section || inputs?.seated_section || inputs?.Designation; + } else if (sectionTableName === "Channels") { + dockSelections = inputs?.section_designation || inputs?.section_designation; + } + + let selectionsArr = []; + if (Array.isArray(dockSelections)) { + selectionsArr = dockSelections; + } else if (dockSelections) { + selectionsArr = [dockSelections]; + } + + const filteredSelections = selectionsArr.filter( + (item) => item && item !== "All" && item !== "Select Section" + ); + + const finalOptionsList = filteredSelections.length > 0 ? filteredSelections : fullList; + + return finalOptionsList.map((item) => + typeof item === "object" + ? item.Designation || item.value || item.Grade || String(item) + : String(item) + ); + }, [sectionTableName, beamList, columnList, angleList, channelList, inputs]); + + // Safety check for sectionData + const safeSectionData = useMemo(() => sectionData || {}, [sectionData]); + + useEffect(() => { + setEditableData(safeSectionData); + }, [safeSectionData]); + + useEffect(() => { + const resolved = + inputs?.section_designation || + inputs?.member_designation || + inputs?.cleat_section || + inputs?.seated_section || + inputs?.[displayConfig.designationKey] || + ""; + + let desigStr = ""; + if (Array.isArray(resolved)) { + desigStr = resolved.find((item) => item !== "All") || resolved[0] || ""; + } else { + desigStr = String(resolved || ""); + } + + if (!desigStr && !hideDropdown) { + const opts = getDropdownOptions(); + if (opts.length > 0) { + desigStr = opts[0]; + onDesignationChange?.(desigStr); + } + } + + if (desigStr !== lastPropDesignation) { + setDesignationStr(desigStr); + setLastPropDesignation(desigStr); + } + }, [inputs, displayConfig.designationKey, beamList, columnList, angleList, channelList, hideDropdown, getDropdownOptions, onDesignationChange, lastPropDesignation]); + + + const materialKey = sectionType === 'supporting' ? 'supporting_material' : 'supported_material'; + const targetMaterial = designPrefInputs[materialKey]; + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materialList.find((v) => v.Grade === targetMaterial); + if (material) { + manageDesignPreferences("material_update", { + materialType: sectionType, + materialData: material, + }); + } + }, [suppressInitialMaterialDispatch, targetMaterial, materialList, sectionType, manageDesignPreferences]); + + const handleMaterialChange = (value) => { + if (value === -1) { + setShowModal(true); + return; + } + const material = materialList.find((item) => item.Grade === value); + if (!material) return; + + setDesignPrefInputs({ + ...designPrefInputs, + [materialKey]: material.Grade, + }); + + manageDesignPreferences("material_update", { + materialType: sectionType, + materialData: material, + }); + }; + + const handleClearSectionTab = () => { + onClearSection?.(); + setDesignPrefInputs((prev) => ({ + ...prev, + [materialKey]: + inputs?.[materialKey] ?? + inputs?.connector_material ?? + inputs?.material ?? + prev[materialKey], + })); + }; + + const handleAddSection = async () => { + if (!designationStr) { + alert("Please fill all the missing parameters!"); + return; + } + const requiredKeys = [ + ...(displayConfig.dimensions || []).map(f => f.key), + ...(displayConfig.properties?.middle || []).map(f => f.key), + ...(displayConfig.properties?.right || []).map(f => f.key) + ]; + + for (const key of requiredKeys) { + if (editableData[key] === undefined || editableData[key] === null || editableData[key] === "") { + alert("Please fill all the missing parameters!"); + return; + } + } + + const payload = { ...editableData, Designation: designationStr }; + try { + const { addCustomSection } = await import("../../../datasources/sectionsDataSource"); + await addCustomSection(sectionTableName, payload); + notifyCustomSectionAdded({ table: sectionTableName, designation: designationStr }); + await onRefetchModuleOptions?.(); + const listMap = { + Columns: [...columnList, ...sectionDesignation], + Beams: [...beamList, ...sectionDesignation], + Angles: angleList, + Channels: channelList, + }; + const visible = (listMap[sectionTableName] || []).some( + (item) => String(item) === String(designationStr) + ); + if (visible) { + alert("Data is added successfully to the database!"); + } else { + alert("Section saved. Dropdown sync is in progress, please reopen the list."); + } + } catch (e) { + const msg = e?.message || ""; + if (msg.includes("400") || msg.toLowerCase().includes("duplicate") || msg.toLowerCase().includes("unique")) { + alert("Designation already exists in the database!"); + } else { + alert(msg || "Failed to add section."); + } + } + }; + + const renderField = (label, value, unit = "", options = null, dbKey = null) => { + const isAlwaysDisabled = dbKey === "Source"; + const fieldDisabled = isAlwaysDisabled || isInputLocked; + + return ( +
    +
    {label}{unit ? `, ${unit}` : ""}
    + {options ? ( + + ) : ( + { + if (dbKey && !isAlwaysDisabled) { + setEditableData(prev => ({ + ...prev, + [dbKey]: e.target.value, + ...(dbKey !== 'Type' ? { Source: 'Custom' } : {}) + })); + } + }} + /> + )} +
    + ); + }; + + const materialInfo = materialDetails?.[0] || {}; + + return ( + <> +
    + {/* Left Section: Mechanical Properties */} +
    +
    +
    Designation
    + {isInputLocked ? ( + + ) : hideDropdown ? ( + { + setDesignationStr(e.target.value); + onDesignationChange?.(e.target.value); + }} + className="input-design-pref text-black" + /> + ) : ( +
    + + setDesignationStr(e.target.value)} + className="input-design-pref text-black" + /> +
    + )} +
    + +
    +

    Mechanical Properties

    +
    +
    Material *
    + +
    + + {renderField("Ultimate Strength", materialInfo.Ultimate_Tensile_Stress, UNIT_LABELS.FU)} + {renderField("Yield Strength", materialInfo.Yield_Stress_greater_than_40, UNIT_LABELS.FY)} + {renderField("Modulus of Elasticity", STEEL_CONSTANTS.E, UNIT_LABELS.E)} + {renderField("Modulus of Rigidity", STEEL_CONSTANTS.G, UNIT_LABELS.G)} + {renderField("Poisson's Ratio", STEEL_CONSTANTS.POISSON_RATIO)} + {renderField(`Thermal Expansion Coefficient (x10^-6 / C)`, STEEL_CONSTANTS.THERMAL_EXPANSION)} + + {displayConfig.showType && renderField("Type", editableData.Type || "Rolled", "", { + items: ["Rolled", "Welded"], + onSelect: (val) => setEditableData(prev => ({ ...prev, Type: val })) + })} + + {renderField("Source", editableData.Source || "IS808 Rev", "", null, "Source")} +
    +
    + + {/* Middle Section: Dimensions & Section Properties */} +
    +
    +

    Dimensions

    + {displayConfig.dimensions.map(field => + renderField(field.label, editableData[field.key], field.unit || UNIT_LABELS.DIMENSION, null, field.key) + )} + +

    Section Properties

    + {displayConfig.properties.middle.map(field => + renderField(field.label, editableData[field.key], field.unit, null, field.key) + )} +
    +
    + + {/* Right Section: Image & More Section Properties */} +
    +
    + Section Diagram +
    + +
    +

    Section Properties

    + {displayConfig.properties.right.map(field => + renderField(field.label, editableData[field.key], field.unit, null, field.key) + )} +
    +
    +
    + + + + + + ); +}; + +export default GenericSectionView; diff --git a/frontend/src/modules/shared/components/InputSection.jsx b/frontend/src/modules/shared/components/InputSection.jsx new file mode 100644 index 000000000..9127ef38e --- /dev/null +++ b/frontend/src/modules/shared/components/InputSection.jsx @@ -0,0 +1,666 @@ +/* eslint-disable react/prop-types */ +import { useState, useEffect, useContext } from 'react'; +import Select, { components } from 'react-select'; +import { Modal } from 'antd'; +import { getOptionsForField, getListForInputKey } from '../utils/fieldOptionUtils'; +import { ModuleContext } from "../../../context/ModuleState"; +import CustomMaterialModal from "./CustomMaterialModal"; +import FRM from "../../../assets/flush_ep.png"; +import EOWIM from "../../../assets/owe_ep.png"; +import EBWRM from "../../../assets/extended.png"; +import CFBW from "../../../assets/ShearConnection/sc_fin_plate/fin_cf_bw.png"; +import CWBW from "../../../assets/ShearConnection/sc_fin_plate/fin_cw_bw.png"; +import BB from "../../../assets/ShearConnection/sc_fin_plate/fin_beam_beam.png"; +import BC_CF_BW_FLUSH from "../../../assets/BC_CF-BW-Flush.png"; +import BC_CF_BW_EOW from "../../../assets/BC_CF-BW-EOW.png"; +import BC_CF_BW_EBW from "../../../assets/BC_CF-BW-EBW.png"; +import BC_CW_BW_FLUSH from "../../../assets/BC_CW-BW-Flush.png"; +import BC_CW_BW_EOW from "../../../assets/BC_CW-BW-EOW.png"; +import BC_CW_BW_EBW from "../../../assets/BC_CW-BW-EBW.png"; +import ANGLE_SECTION from "../../../assets/TensionMember/com1_1.png"; +import BACK_TO_BACK_ANGLES_SAME_SIDE from "../../../assets/TensionMember/com1_2.png"; +import BACK_TO_BACK_ANGLES_OPPOSITE_SIDE from "../../../assets/TensionMember/com1_3.png"; +import ErrorImg from "../../../assets/notSelected.png"; + +const CustomOption = (props) => { + return ( + +
    { + if (props.innerProps.onClick) { + props.innerProps.onClick(e); + } + if (props.data.value === 'Customized') { + props.selectProps.onCustomizedClick(props.selectProps.field); + } + }} + className="w-full h-full" + > + {props.children} +
    +     + ); +}; + +export const InputSection = ({ + section, + inputs, + setInputs, + isInputLocked, + selectionStates, + updateSelectionState, + updateModalState, + toggleAllSelected, + contextData, + extraState = {}, + setExtraState = () => { }, + updateSelectedItems = () => { }, + setModalDynamicSrc, + onRefetchModuleOptions, +}) => { + const safeInputs = inputs || {}; + const [imageSource, setImageSource] = useState(""); + const [showCustomMaterialModal, setShowCustomMaterialModal] = useState(false); + const [customMaterialType, setCustomMaterialType] = useState("connector"); + // Field whose optimization bounds modal is open (for optimized_number fields) + const [boundsModalField, setBoundsModalField] = useState(null); + const { materialList: contextMaterialList = [] } = useContext(ModuleContext); + const safeContextData = { + ...(contextData || {}), + materialList: + contextMaterialList.length > 0 + ? contextMaterialList + : contextData?.materialList || [], + }; + + // Styling object for react-select to fix z-index and other container issues + const customSelectStyles = { + menuPortal: base => ({ ...base, zIndex: 9999 }), + option: (base) => ({ + ...base, + minHeight: 35, + lineHeight: '1', + whiteSpace: 'nowrap', + overflow: 'hidden', + textOverflow: 'ellipsis', + }), + control: (base) => ({ + ...base, + borderColor: '#000', + '&:hover': { + borderColor: '#91B014', + }, + }), + menu: (base) => ({ + ...base, + minWidth: 'max-content', + }), + }; + + + // Helper to normalize lists into react-select option shape + const toSelectOptions = (list = []) => { + if (!list || list.length === 0) return []; + if (typeof list[0] === 'object' && list[0] !== null) { + // If already in { value, label } shape, keep it + if ('value' in list[0] && 'label' in list[0]) { + return list; + } + // Otherwise normalize using common keys; fallback to stringified object + return list.map((item) => { + const val = + item.value ?? + item.label ?? + item.Grade ?? + item.grade ?? + item.Designation ?? + item.designation ?? + item.name ?? + item.section ?? + item.id ?? + String(item); + return { value: val, label: val }; + }); + } + return list.map(item => ({ value: item, label: item })); + }; + + + useEffect(() => { + // Check for section profile first (takes priority) + const sectionProfileField = section.fields.find( + (f) => f.type === 'sectionProfileSelect' + ); + if (sectionProfileField) { + const profileValue = extraState.selectedProfile || safeInputs[sectionProfileField.key] || sectionProfileField.defaultValue; + if (profileValue) { + const sectionProfileMap = { + "Angles": ANGLE_SECTION, + "Back to Back Angles - Same side of gusset": BACK_TO_BACK_ANGLES_SAME_SIDE, + "Back to Back Angles - Opposite side of gusset": BACK_TO_BACK_ANGLES_OPPOSITE_SIDE, + }; + setImageSource(sectionProfileMap[profileValue] || ErrorImg); + return; // Exit early if section profile is found + } + } + + // Handle connectivity/endplate images + if (extraState.selectedOption) { + const conn = safeInputs.connectivity; + const epType = extraState.selectedOption; + if (conn && epType) { + console.log(conn + " " + epType); + } + const imageMap = { + "Column-Flange-Beam-Web": { + "Flushed - Reversible Moment": BC_CF_BW_FLUSH, + "Extended One Way - Irreversible Moment": BC_CF_BW_EOW, + "Extended Both Ways - Reversible Moment": BC_CF_BW_EBW, + }, + "Column-Web-Beam-Web": { + "Flushed - Reversible Moment": BC_CW_BW_FLUSH, + "Extended One Way - Irreversible Moment": BC_CW_BW_EOW, + "Extended Both Ways - Reversible Moment": BC_CW_BW_EBW, + }, + "Flushed - Reversible Moment": FRM, "Extended One Way - Irreversible Moment": EOWIM, "Extended Both Ways - Reversible Moment": EBWRM, + "Column Flange-Beam-Web": CFBW, "Column Web-Beam-Web": CWBW, "Beam-Beam": BB, + }; + + const selectedImage = (conn ? imageMap[conn]?.[epType] : null) || imageMap[extraState.selectedOption] || ErrorImg; + setImageSource(selectedImage); + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [extraState.selectedOption, safeInputs.connectivity]); + + useEffect(() => { + setInputs((prev) => { + let isChanged = false; + const nextInputs = { ...prev }; + + section.fields.forEach((field) => { + if (field.type !== 'select') return; + + const rawList = getOptionsForField(field, safeContextData, prev); + if (!rawList || rawList.length === 0) return; + + const isCustomizable = Boolean(field.selectionKey); + if (isCustomizable) return; + + // Determine first option value + const first = rawList[0]; + const firstValue = typeof first === 'object' && first !== null && 'value' in first ? first.value + : (typeof first === 'object' && first !== null && 'Grade' in first ? first.Grade : first); + + const current = nextInputs[field.key]; + const opts = toSelectOptions(rawList); + const currentExistsInOptions = opts.some(opt => { + const s1 = String(opt.value).trim().toLowerCase().replace(/\s+/g, ''); + const s2 = String(current).trim().toLowerCase().replace(/\s+/g, ''); + return s1 === s2; + }); + + if (current === undefined || current === null || current === '' || !currentExistsInOptions) { + nextInputs[field.key] = firstValue; + isChanged = true; + } + }); + return isChanged ? nextInputs : prev; + }); + + // Set default for connectivity / endplate dropdowns + const connectivityField = section.fields.find( + (f) => f.type === 'connectivitySelect' || f.type === 'endPlateSelect' + ); + const list = connectivityField?.type === 'connectivitySelect' + ? (safeContextData.connectivityList || []) + : [ + 'Flushed - Reversible Moment', + 'Extended One Way - Irreversible Moment', + 'Extended Both Ways - Reversible Moment', + ]; + if (connectivityField && !extraState.selectedOption && list && list.length > 0) { + const first = list[0]; + const firstValue = typeof first === 'object' && first !== null && 'value' in first ? first.value + : (typeof first === 'object' && first !== null && 'Grade' in first ? first.Grade : first); + setExtraState((prev) => ({ ...prev, selectedOption: firstValue })); + } + + // Set default for section profile dropdowns + const sectionProfileField = section.fields.find( + (f) => f.type === 'sectionProfileSelect' + ); + if (sectionProfileField && !extraState.selectedProfile) { + const currentValue = safeInputs[sectionProfileField.key] || sectionProfileField.defaultValue; + if (currentValue) { + setExtraState((prev) => ({ ...prev, selectedProfile: currentValue })); + } + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [safeContextData, section.fields]); + + const handleCustomizableSelect = (field, value) => { + const getAllValuesForInputKey = (inputKey) => { + if (field?.getDynamicDataSource) { + const options = field.getDynamicDataSource(inputs, contextData); + setModalDynamicSrc((modalDynSrc) => ({ ...modalDynSrc, [field.key]: options })); + return options; + } + return getListForInputKey(inputKey, safeContextData, field.dataSource); + }; + + if (value === "Customized") { + // Get all available values + const allValues = getAllValuesForInputKey(field.key); + // Convert to array of keys/strings for Transfer component + const allKeys = allValues.map(val => { + // Handle different data formats (object with value/Grade property, or plain string/number) + if (typeof val === 'object' && val !== null) { + return val.value || val.Grade || val.toString(); + } + return val.toString(); + }); + + const isCurrentlyCustomized = selectionStates?.[field.selectionKey] === "Customized"; + if (!isCurrentlyCustomized) { + // Set all items as selected (moved to right side) - this populates the Transfer component + updateSelectedItems(field.key, allKeys); + // Also update inputs with all values + setInputs({ ...safeInputs, [field.key]: allKeys }); + } + updateSelectionState(field.selectionKey, "Customized"); + updateModalState(field.modalKey, true); + toggleAllSelected(field.key, false); + } else { + // "All" option - get all values and set them in inputs + const allValues = getAllValuesForInputKey(field.key); + // Convert to array format if needed + const allValuesArray = allValues.map(val => { + if (typeof val === 'object' && val !== null) { + return val.value || val.Grade || val.toString(); + } + return val.toString(); + }); + setInputs({ ...safeInputs, [field.key]: allValuesArray }); + // Clear selectedItems since we're using "All" (not managed via Transfer) + updateSelectedItems(field.key, []); + updateSelectionState(field.selectionKey, "All"); + updateModalState(field.modalKey, false); + toggleAllSelected(field.key, true); // fix allSelected flag not triggering + } + }; + + const renderNumericInput = (field, isNumeric) => ( +
    + { + let val = e.target.value; + if (isNumeric) { + val = val.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) { + val = '-' + val; + } + } + } + setInputs({ ...safeInputs, [field.key]: val }); + }} + onKeyDown={(e) => { + if (isNumeric) { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + + if (e.key === ' ') { + e.preventDefault(); + return; + } + + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + } + }} + placeholder={field.placeholder || `ex. ${field.label}`} + disabled={field.disabled || isInputLocked} + className="w-full h-9 border border-gray-400 rounded-md px-3 text-sm focus:border-osdag-green focus:ring-2 focus:ring-osdag-green/20 outline-none disabled:bg-gray-100 disabled:cursor-not-allowed disabled:opacity-70" + /> +
    + ); + + const renderField = (field) => { + if (field.conditionalDisplay && !field.conditionalDisplay(extraState, safeInputs)) return null; + + // Resolve a dynamic field type (e.g. plate girder switches between number and + // customizable based on Customized vs Optimized design type). + const effectiveType = typeof field.conditionalType === 'function' + ? field.conditionalType(safeInputs) + : field.type; + + switch (effectiveType) { + case 'select': { + const isCustomizable = Boolean(field.selectionKey) && !(field.key.includes("plate1") || field.key.includes("plate2")); + const rawList = getOptionsForField(field, safeContextData, safeInputs); + const options = toSelectOptions(rawList); + + if (isCustomizable) { + const isCustomized = selectionStates?.[field.selectionKey] === 'Customized'; + if (!isCustomized) { + return ( + { + const newValues = selectedOptions.map(opt => opt.value); + setInputs({ ...safeInputs, [field.key]: newValues }); + }} + menuPortalTarget={document.body} + styles={customSelectStyles} + classNamePrefix="react-select" + className="w-[60%]" + /> + ); + } + + if (!rawList || rawList.length === 0) { + return ( + { + if (isMaterialField && selected.value === 'Custom') { + if (field.key.includes('supported')) setCustomMaterialType('supported'); + else if (field.key.includes('supporting')) setCustomMaterialType('supporting'); + else setCustomMaterialType('connector'); + setShowCustomMaterialModal(true); + return; + } + setInputs({ ...safeInputs, [field.key]: selected.value }); + }} + menuPortalTarget={document.body} + styles={customSelectStyles} + classNamePrefix="react-select" + className="w-[60%]" + /> + ); + } + + case 'connectivitySelect': + case 'endPlateSelect': { + const list = field.type === 'connectivitySelect' ? (safeContextData.connectivityList || []) : Object.keys({ + "Flushed - Reversible Moment": "", "Extended One Way - Irreversible Moment": "", "Extended Both Ways - Reversible Moment": "" + }); + const options = toSelectOptions(list); + const value = options.find(opt => String(opt.value) === String(extraState.selectedOption)); + return ( + { + setExtraState({ ...extraState, selectedProfile: selected.value }); + if (field.onChange) { + field.onChange(selected.value, safeInputs, setInputs, safeContextData, extraState, setExtraState); + } else { + setInputs({ ...safeInputs, [field.key]: selected.value }); + } + }} + menuPortalTarget={document.body} + styles={customSelectStyles} + classNamePrefix="react-select" + className="w-[60%]" + /> + ); + } + + case 'customizable': { + const options = [{ value: "All", label: "All" }, { value: "Customized", label: "Customized" }]; + const value = options.find(opt => String(opt.value) === String(selectionStates?.[field.selectionKey] || "All")); + return ( + field.onChange(selected.value, inputs, setInputs, contextData, extraState, setExtraState)} + menuPortalTarget={document.body} + styles={customSelectStyles} + classNamePrefix="react-select" + className="w-[60%]" + isSearchable={false} + />); + } + case 'dynamicSelect': { + const options = getOptionsForField(field, safeContextData, safeInputs); + const value = options.find(opt => String(opt.value) === String(inputs[field.key])); + return ( + { + const val = e.target.value.replace(/[^0-9.]/g, ''); + setInputs({ ...safeInputs, [boundKey]: val }); + }} + placeholder={label} + className="w-[45%] h-9 border border-gray-400 rounded-md px-3 text-sm focus:border-osdag-green focus:ring-2 focus:ring-osdag-green/20 outline-none" + /> +
    + ); + })} +
    + + )} +
    + ); +}; diff --git a/frontend/src/modules/shared/components/Logs.jsx b/frontend/src/modules/shared/components/Logs.jsx new file mode 100644 index 000000000..d37e7d8b4 --- /dev/null +++ b/frontend/src/modules/shared/components/Logs.jsx @@ -0,0 +1,74 @@ +/* eslint-disable react/prop-types */ + +const Logs = ({ logs }) => { + const safeLogs = logs || []; + + return ( +
    +
    +

    System Logs

    +
    + + {safeLogs.length === 0 ? ( +
    + No logs available. System logs will appear here during operation. +
    + ) : ( +
    + {safeLogs.map((log, index) => { + let logType = 'info'; + let logMessage = ''; + let logTimestamp = ''; + + if (typeof log === 'object' && log !== null) { + logType = log.type || 'info'; + logMessage = log.message || log.msg || JSON.stringify(log); + logTimestamp = log.timestamp || ''; + } else if (typeof log === 'string') { + logMessage = log; + } else { + logMessage = String(log); + } + + return ( +
    +
    + + [{logType.toUpperCase()}] + + + {logMessage} + + {logTimestamp && ( + + {logTimestamp} + + )} +
    +
    + ); + })} +
    + )} +
    + ); +}; + +export default Logs; + diff --git a/frontend/src/modules/shared/components/MobileBottomNav.jsx b/frontend/src/modules/shared/components/MobileBottomNav.jsx new file mode 100644 index 000000000..85c473c16 --- /dev/null +++ b/frontend/src/modules/shared/components/MobileBottomNav.jsx @@ -0,0 +1,62 @@ +import { message } from "antd"; +import { useEngineeringContext } from "../context/EngineeringContext"; + +export const MobileBottomNav = () => { + const { isMobile, docks, setDocks, designStatus } = useEngineeringContext(); + if (!isMobile) return null; + const { output } = designStatus; + + return ( +
    + + + + + +
    + ); +}; diff --git a/frontend/src/modules/shared/components/OptimizationGraph.jsx b/frontend/src/modules/shared/components/OptimizationGraph.jsx new file mode 100644 index 000000000..478bc4f4c --- /dev/null +++ b/frontend/src/modules/shared/components/OptimizationGraph.jsx @@ -0,0 +1,402 @@ +import { useRef, useEffect } from 'react'; +import createPlotlyComponent from 'react-plotly.js/factory'; +import Plotly from 'plotly.js-dist-min'; + +const Plot = createPlotlyComponent(Plotly); + + +const IBeamSVG = ({ depth = 400, bfTop = 300, bfBot = 300, tw = 8, tfTop = 12, tfBot = 12 }) => { + const toPositive = (value, fallback) => { + const numberValue = Number(value); + return Number.isFinite(numberValue) && numberValue > 0 ? numberValue : fallback; + }; + + const D = toPositive(depth, 400); + const topWidth = toPositive(bfTop, 300); + const bottomWidth = toPositive(bfBot, topWidth); + const webThickness = toPositive(tw, 8); + const topThickness = toPositive(tfTop, 12); + const bottomThickness = toPositive(tfBot, topThickness); + + const viewWidth = 560; + const viewHeight = 500; + const margin = { top: 34, right: 132, bottom: 92, left: 92 }; + const drawAreaWidth = viewWidth - margin.left - margin.right; + const drawAreaHeight = viewHeight - margin.top - margin.bottom; + const maxWidth = Math.max(topWidth, bottomWidth, webThickness); + const scale = Math.min(drawAreaWidth / maxWidth, drawAreaHeight / D); + + const drawD = D * scale; + const drawTopWidth = topWidth * scale; + const drawBottomWidth = bottomWidth * scale; + const drawWebThickness = Math.max(webThickness * scale, 5); + const drawTopThickness = Math.max(topThickness * scale, 5); + const drawBottomThickness = Math.max(bottomThickness * scale, 5); + const drawWebHeight = Math.max(drawD - drawTopThickness - drawBottomThickness, 8); + + const centerX = margin.left + drawAreaWidth / 2; + const topY = margin.top + (drawAreaHeight - drawD) / 2; + const bottomY = topY + drawD - drawBottomThickness; + const webY = topY + drawTopThickness; + const sectionRight = centerX + Math.max(drawTopWidth, drawBottomWidth) / 2; + const sectionLeft = centerX - Math.max(drawTopWidth, drawBottomWidth) / 2; + const midY = topY + drawD / 2; + const depthDimX = sectionRight + 48; + const bottomDimY = topY + drawD + 38; + const widthLabel = topWidth === bottomWidth + ? `B=${bottomWidth.toFixed(0)}` + : `Bt=${topWidth.toFixed(0)} Bb=${bottomWidth.toFixed(0)}`; + + return ( + + + + + + + + {/* Axes */} + + Y + Y + + + Z + Z + + {/* I-section */} + + + + + + + {/* Dimensions */} + + + + D={D.toFixed(0)} + + + + + {widthLabel} + + ); +}; + +function OptimizationGraph({ data, onClose, optimizationDone, isWsConnected }) { + const graphRef = useRef(null); + + const toPositiveNumber = (value, fallback = 0) => { + const numberValue = Number(value); + return Number.isFinite(numberValue) && numberValue > 0 ? numberValue : fallback; + }; + + const finiteValues = (...arrays) => arrays + .flatMap((values) => Array.isArray(values) ? values : []) + .map(Number) + .filter(Number.isFinite); + + const bestVars = data.best?.vars || {}; + const bestDepth = toPositiveNumber(data.best?.y?.[0], 0); + const bestSection = { + depth: bestDepth, + bfTop: toPositiveNumber(bestVars.bf_top, toPositiveNumber(bestVars.bf, 300)), + bfBot: toPositiveNumber(bestVars.bf_bot, toPositiveNumber(bestVars.bf, toPositiveNumber(bestVars.bf_top, 300))), + tw: toPositiveNumber(bestVars.tw, 8), + tfTop: toPositiveNumber(bestVars.tf_top, toPositiveNumber(bestVars.tf, 8)), + tfBot: toPositiveNumber(bestVars.tf_bot, toPositiveNumber(bestVars.tf, toPositiveNumber(bestVars.tf_top, 8))), + }; + + useEffect(() => { + if (optimizationDone) { + const timer = setTimeout(() => { + if (onClose) onClose(); + }, 2500); + return () => clearTimeout(timer); + } + }, [optimizationDone, onClose]); + + const xValues = finiteValues(data.fease?.x, data.non_fease?.x, data.swarm_fease?.x, data.swarm_non_fease?.x, data.best?.x); + const yValues = finiteValues(data.fease?.y, data.non_fease?.y, data.swarm_fease?.y, data.swarm_non_fease?.y, data.best?.y); + const zValues = finiteValues(data.fease?.z, data.non_fease?.z, data.swarm_fease?.z, data.swarm_non_fease?.z, data.best?.z); + + const maxUR = xValues.length ? Math.max(1.2, Math.max(...xValues) * 1.08) : 4; + const minDepth = yValues.length ? Math.max(0, Math.min(...yValues) - 100) : 0; + const maxDepth = yValues.length ? Math.max(...yValues) + 100 : 2000; + const maxWeight = zValues.length ? Math.max(1, Math.max(...zValues) * 1.15) : 100; + const depthDtick = Math.max(100, Math.ceil(((maxDepth - minDepth) / 6) / 50) * 50); + const weightDtick = Math.max(1, Math.ceil((maxWeight / 5) * 10) / 10); + const urDtick = maxUR <= 2 ? 0.25 : 1; + + return ( +
    + {/* Header */} +
    +
    + PSO Optimization Visualization +
    +
    +
    ITERATION: {data.current_iter + 1}
    +
    BEST: {data.best.found ? `${data.best.val.toFixed(0)} kg` : "---"}
    +
    + PARTICLE: {data.best.found ? `${data.best.particle} @ Iter ${data.best.iter}` : "---"} +
    +
    + +
    + + {/* Content Area */} +
    +
    + {/* Plot Area */} +
    +

    3D Scatter: Utilization Ratio vs Depth vs Weight

    + +
    + 1', + x: data.non_fease.x.length > 0 ? data.non_fease.x : [null], + y: data.non_fease.y.length > 0 ? data.non_fease.y : [null], + z: data.non_fease.z.length > 0 ? data.non_fease.z : [null], + type: 'scatter3d', + mode: 'markers', + showlegend: true, + marker: { + size: 5, + symbol: 'circle-open', + color: '#f87171', + line: { color: '#f87171', width: 2 } + }, + }, + // Feasible points (History) + { + name: 'Utilization ā‰¤ 1', + x: data.fease.x.length > 0 ? data.fease.x : [null], + y: data.fease.y.length > 0 ? data.fease.y : [null], + z: data.fease.z.length > 0 ? data.fease.z : [null], + type: 'scatter3d', + mode: 'markers', + showlegend: true, + marker: { + size: 5, + symbol: 'circle-open', + color: '#84cc16', + line: { color: '#84cc16', width: 2 } + }, + }, + // Current Live Swarm - Feasible + { + name: 'Live Feasible', + x: data.swarm_fease?.x || [], + y: data.swarm_fease?.y || [], + z: data.swarm_fease?.z || [], + type: 'scatter3d', + mode: 'markers', + marker: { + size: 7, + symbol: 'circle', + color: '#84cc16', + opacity: 0.9, + line: { color: 'white', width: 1 } + }, + showlegend: false + }, + // Current Live Swarm - Infeasible + { + name: 'Live Infeasible', + x: data.swarm_non_fease?.x || [], + y: data.swarm_non_fease?.y || [], + z: data.swarm_non_fease?.z || [], + type: 'scatter3d', + mode: 'markers', + marker: { + size: 7, + symbol: 'circle', + color: '#f87171', + opacity: 0.9, + line: { color: 'white', width: 1 } + }, + showlegend: false + }, + // Global Best + { + name: 'Global Best', + x: data.best.x, + y: data.best.y, + z: data.best.z, + type: 'scatter3d', + mode: 'markers', + marker: { + size: 16, + color: '#eab308', + symbol: 'star', + line: { color: '#854d0e', width: 2 } + }, + } + ]} + layout={{ + font: { family: 'Segoe UI, Arial, sans-serif', size: 11 }, + legend: { + x: 0.95, y: 0.95, + xanchor: 'right', + bgcolor: 'rgba(255,255,255,0.8)', + bordercolor: '#eee', + borderwidth: 1 + }, + margin: { l: 0, r: 0, t: 0, b: 0 }, + autosize: true, + scene: { + xaxis: { title: { text: "Utilization Ratio", font: { weight: 'bold' } }, gridcolor: '#f1f5f9', zerolinecolor: '#cbd5e1', range: [0, maxUR], dtick: urDtick }, + yaxis: { title: { text: "Depth (mm)", font: { weight: 'bold' } }, gridcolor: '#f1f5f9', zerolinecolor: '#cbd5e1', range: [maxDepth, minDepth], dtick: depthDtick }, + zaxis: { title: { text: "Weight (kg)", font: { weight: 'bold' } }, gridcolor: '#f1f5f9', zerolinecolor: '#cbd5e1', range: [0, maxWeight], dtick: weightDtick }, + camera: { eye: { x: 1.8, y: 1.8, z: 1.2 } } + }, + paper_bgcolor: 'white', + plot_bgcolor: 'white', + }} + config={{ displayModeBar: false, responsive: true }} + className="w-full h-full" + /> +
    +
    + + {/* Sidebar Area */} +
    +
    +

    Best Cross-Section (I-Beam)

    +
    + {data.best.found ? ( + + ) : ( +
    +
    + Searching... +
    + )} +
    + {data.best.found && ( +
    +
    +
    tw={bestSection.tw.toFixed(1)}
    +
    tf={bestSection.tfTop.toFixed(1)}
    +
    R1=4.0
    +
    R2=4.0
    +
    +
    + )} +
    +
    +
    +
    + + {/* Footer Summary */} +
    + {data.best.found && ( +
    +
    + Global Best + | + Iter: {data.best.iter} + | + Particle: {data.best.particle} + | + Weight: {data.best.val.toFixed(1)} kg + | + D: {bestSection.depth.toFixed(0)} mm + | + B: {bestSection.bfBot.toFixed(0)} mm + | + tw: {bestSection.tw.toFixed(1)} mm + | + tf: {bestSection.tfTop.toFixed(1)} mm +
    +
    + )} +
    +
    +
    + + {optimizationDone ? "Optimization Complete" : "Real-time Swarm Tracking..."} + +
    +
    +
    ā˜… Best
    +
    Utilization ā‰¤ 1
    +
    Utilization > 1
    + +
    +
    +
    +
    + ); +} + +export default OptimizationGraph; + diff --git a/frontend/src/modules/shared/components/OptimizationSectionModal.jsx b/frontend/src/modules/shared/components/OptimizationSectionModal.jsx new file mode 100644 index 000000000..5f4a7cf34 --- /dev/null +++ b/frontend/src/modules/shared/components/OptimizationSectionModal.jsx @@ -0,0 +1,287 @@ +/* eslint-disable react/prop-types */ +import { useContext, useEffect, useState } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import CustomMaterialModal from "./CustomMaterialModal"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +const OptimizationSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + materialList: materialsFromParent, + suppressInitialMaterialDispatch = false, +}) => { + const { conn_material_details, manageDesignPreferences } = + useContext(ModuleContext); + const materials = materialsFromParent ?? []; + const [showModal, setShowModal] = useState(false); + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materials.filter( + (value) => value.Grade === designPrefInputs.connector_material + ); + if (material[0]) { + manageDesignPreferences("material_update", { + materialType: "connector", + materialData: material[0], + }); + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [suppressInitialMaterialDispatch]); + + const handleMaterialChange = (value) => { + if (value === -1) { + setShowModal(true); + return; + } + const material = materials.find((item) => item.Grade === value); + setDesignPrefInputs({ + ...designPrefInputs, + connector_material: material.Grade, + }); + + manageDesignPreferences("material_update", { + materialType: "connector", + materialData: material, + }); + }; + + + return ( +
    + {/* Left Section */} +
    +
    +

    Inputs

    +
    +
    Effective Area Parameter
    +
    + +
    +
    +
    +
    Semi-compact sections
    + +
    +
    +
    Loading Condition
    + +
    +
    +
    Effective Length Parameter
    + +
    +
    +
    Bearing Length (mm)
    + +
    +
    +
    + +
    +

    Description

    + +
    +

    + The Allowable Utilization Ratio (UR) is the maximum allowable value + of the demand to capacity ratio for performing the design. The default + value of this ratio is set at 1.0. The UR can be re-defined for any + particular design session with a maximum allowable value of 1.0 and a + minimum of 0.1. +

    + +

    + The Effective Area Parameter is the parameter used to define the + reduction in the area of the section due to connection detailing and other + such requirements. The default value of this parameter is set at 1.0, + which means that the effective area is 100% of the gross area for Plastic, + Compact and Semi-compact sections. For Slender sections, the initial area + will be computed based on the recommendations in Fig.2B of The National + Building Code (2016). The value of the parameter should be defined in + terms of the effective area to be considered for design simulation after + deducting the area lost. The maximum value of the parameter is 1.0 + (effective area is 100% of the gross area) with a minimum value of 0.1. +

    + +

    + The Effective Length is the parameter to Overwrite the Length + multiplier. The default value of this ratio is set at NA. The value can be + re-defined for any particular design session with a minimum of 0.1. If + invalid value given then it is set to NA or 1.0. +

    + +

    + For simply supported beams of overall depth D and span length L, the + effective length LLT is given by below Table +

    + +
    + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
    Effective Length for Simply Supported Beams
    Sl No.Conditions of Restraint SupportsLoading Condition
    Torsional RestraintWarping RestraintNormalDestabilizing
    (i)Fully restrainedBoth flanges fully restrained0.7 L0.85 L
    (ii)Fully restrainedCompression flange fully restrained0.75 L0.9 L
    (iii)Fully restrainedBoth flanges fully restrained0.8 L0.95 L
    (iv)Fully restrainedBoth flanges fully restrained0.85 L1.0 L
    (v)Fully restrainedWarping not restrained in both flanges1.0 L1.2 L
    (vi) + Partially restrained by bottom flange support connection + Warping not restrained in both flanges1.0 + 2 D1.2 L + 2 D
    (vii) + Partially restrained by bottom flange bearing support + Warping not restrained in both flanges1.2 L + 2 D1.4 L + 2 D
    +
    + +

    + The Bearing Length Parameter is the length of Bearing stiffener + provided for webs. The default value of this parameter is set at NA. If + invalid value given then it is set to NA. +

    +
    +
    + + +
    + ); +}; + +export default OptimizationSectionModal; + diff --git a/frontend/src/modules/shared/components/ReportCustomizationModal.jsx b/frontend/src/modules/shared/components/ReportCustomizationModal.jsx new file mode 100644 index 000000000..a32a958f4 --- /dev/null +++ b/frontend/src/modules/shared/components/ReportCustomizationModal.jsx @@ -0,0 +1,237 @@ +/* eslint-disable react/prop-types */ +import { useState, useEffect } from 'react'; +import { Modal, Button, Tree, Spin, message } from 'antd'; + +const { TreeNode } = Tree; + +export const ReportCustomizationModal = ({ + isOpen, + onCancel, + onOpenPDF, + onSavePDF, + sections = {}, + selectedSections = [], + onSectionsChange, + loading = false +}) => { + const [expandedKeys, setExpandedKeys] = useState([]); + const [checkedKeys, setCheckedKeys] = useState([]); + const [autoExpandParent, setAutoExpandParent] = useState(true); + const [openingPDF, setOpeningPDF] = useState(false); + const [savingPDF, setSavingPDF] = useState(false); + + // Initialize checked keys when sections change + useEffect(() => { + if (sections && Object.keys(sections).length > 0) { + const allKeys = []; + Object.keys(sections).forEach(section => { + allKeys.push(section); + if (sections[section] && sections[section].length > 0) { + sections[section].forEach(subsection => { + allKeys.push(`${section}/${subsection}`); + }); + } + }); + setCheckedKeys(allKeys); + setExpandedKeys(Object.keys(sections)); + } + }, [sections]); + + const onCheck = (checkedKeysValue) => { + setCheckedKeys(checkedKeysValue); + onSectionsChange && onSectionsChange(checkedKeysValue); + }; + + const onExpand = (expandedKeysValue) => { + setExpandedKeys(expandedKeysValue); + setAutoExpandParent(false); + }; + + const renderTreeNodes = (sections) => { + return Object.keys(sections).map(section => { + const subsections = sections[section] || []; + const children = subsections.map(subsection => ( + + )); + + return ( + + {children} + + ); + }); + }; + + const handleSelectAll = () => { + const allKeys = []; + Object.keys(sections).forEach(section => { + allKeys.push(section); + if (sections[section] && sections[section].length > 0) { + sections[section].forEach(subsection => { + allKeys.push(`${section}/${subsection}`); + }); + } + }); + setCheckedKeys(allKeys); + onSectionsChange && onSectionsChange(allKeys); + }; + + const handleSelectNone = () => { + setCheckedKeys([]); + onSectionsChange && onSectionsChange([]); + }; + + const handleOpenPDF = async () => { + if (selectedSections.length === 0) { + message.error("Please select at least one section to include."); + return; + } + + setOpeningPDF(true); + try { + await onOpenPDF(selectedSections); + } catch (error) { + message.error("Failed to open PDF. Please try again."); + } finally { + setOpeningPDF(false); + } + }; + + const handleSavePDF = async () => { + if (selectedSections.length === 0) { + message.error("Please select at least one section to include."); + return; + } + + setSavingPDF(true); + try { + await onSavePDF(selectedSections); + } catch (error) { + message.error("Failed to save PDF. Please try again."); + } finally { + setSavingPDF(false); + } + }; + + return ( + +
    +

    + Customize Report Sections +

    +

    + Select which sections to include in your customized report: +

    +
    + + +
    +
    + + {loading ? ( +
    + +

    Loading sections...

    +
    + ) : ( +
    + + {renderTreeNodes(sections)} + +
    + )} + +
    +

    + Selected sections: {checkedKeys.length} of {Object.keys(sections).length + Object.values(sections).flat().length} total +

    +
    + + {/* Action Buttons - Matching Desktop Layout */} +
    + + +
    + + +
    +
    +     + ); +}; diff --git a/frontend/src/modules/shared/components/SectionTabToolbar.jsx b/frontend/src/modules/shared/components/SectionTabToolbar.jsx new file mode 100644 index 000000000..788493888 --- /dev/null +++ b/frontend/src/modules/shared/components/SectionTabToolbar.jsx @@ -0,0 +1,104 @@ +/* eslint-disable react/prop-types */ +import { useCallback, useState } from "react"; +import { Button, message } from "antd"; +import { isGuestUser } from "../../../utils/auth"; +import { + downloadSectionTemplate, +} from "../../../datasources/sectionsDataSource"; +import XlsxImportTrigger from "./XlsxImportTrigger"; + +const toolbarRowStyle = { + display: "flex", + flexWrap: "wrap", + gap: "8px", + justifyContent: "space-around", + padding: "5px", + borderTop: "1px solid #ccc", +}; + +/** + * Section tools: template (guest OK), export/import/add (signed-in + unlocked), clear (local prefs). + */ +export default function SectionTabToolbar({ + sectionTable, + isInputLocked = false, + isGuest: isGuestProp, + onRefetchModuleOptions, + dropdownLists, + onClearTab, + onAddSection, +}) { + const isGuest = isGuestProp !== undefined ? isGuestProp : isGuestUser(); + const [busy, setBusy] = useState(null); + + const canMutateSections = !isGuest && !isInputLocked; + const canClearLocal = !isInputLocked; + + const runTemplateDownload = useCallback(async () => { + setBusy("template"); + try { + await downloadSectionTemplate(sectionTable); + message.success("Template downloaded."); + } catch (e) { + message.error(e?.message || "Template download failed."); + } finally { + setBusy(null); + } + }, [sectionTable]); + + + const handleAddClick = useCallback(async () => { + if (onAddSection) { + setBusy("add"); + await onAddSection(); + setBusy(null); + } + }, [onAddSection]); + + return ( +
    + + + + + {({ trigger, busy: importBusy }) => ( + + )} + + + + +
    + ); +} diff --git a/frontend/src/modules/shared/components/StiffenerSectionModal.jsx b/frontend/src/modules/shared/components/StiffenerSectionModal.jsx new file mode 100644 index 000000000..58168836f --- /dev/null +++ b/frontend/src/modules/shared/components/StiffenerSectionModal.jsx @@ -0,0 +1,156 @@ +/* eslint-disable react/prop-types */ +import { useContext, useState, useEffect } from "react"; +import { ModuleContext } from "../../../context/ModuleState"; +import { Input, Select } from "antd"; +import CustomMaterialModal from "./CustomMaterialModal"; + +const { Option } = Select; + +const readOnlyFontStyle = { + color: "rgb(0 0 0 / 67%)", + fontSize: "12px", + fontWeight: "600", +}; + +const StiffenerSectionModal = ({ + designPrefInputs, + setDesignPrefInputs, + isInputLocked, + materialList: materialsFromParent, + suppressInitialMaterialDispatch = false, +}) => { + const { + manageDesignPreferences, + supporting_material_details, + } = useContext(ModuleContext); + const materials = materialsFromParent ?? []; + const [showModal, setShowModal] = useState(false); + + useEffect(() => { + if (suppressInitialMaterialDispatch) return; + const material = materials.filter( + (value) => value.Grade === designPrefInputs.supporting_material + ); + if (material[0]) { + manageDesignPreferences("material_update", { + materialType: "supporting", + materialData: material[0], + }); + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [suppressInitialMaterialDispatch]); + + const selectedMaterialGrade = designPrefInputs["Stiffener_Key.Material"] || designPrefInputs.supporting_material || ""; + const selectedMaterialDetails = materials.find((item) => item.Grade === selectedMaterialGrade) || (supporting_material_details && supporting_material_details[0]); + + return ( + <> +
    + {/* Left Section */} +
    +

    Inputs

    +
    +
    +
    Material
    +
    + +
    +
    +
    +
    Ultimate Strength, Fu (MPa)
    + +
    +
    +
    Yield Strength, Fy (MPa) (0-20mm)
    + +
    +
    +
    Yield Strength, Fy (MPa) (20-40mm)
    + +
    +
    +
    Yield Strength, Fy (MPa) (>40mm)
    + +
    +
    +
    +
    + + { + if (typeof newValues === 'function') { + setDesignPrefInputs((prev) => { + const updated = newValues(prev); + return { + ...updated, + "Stiffener_Key.Material": updated.supporting_material, + }; + }); + } else { + setDesignPrefInputs({ + ...designPrefInputs, + ...newValues, + "Stiffener_Key.Material": newValues.supporting_material, + }); + } + }} + inputValues={designPrefInputs} + type="supporting" + materialList={materials} + /> + + ); +}; + +export default StiffenerSectionModal; \ No newline at end of file diff --git a/frontend/src/modules/shared/components/WeldSectionModal.jsx b/frontend/src/modules/shared/components/WeldSectionModal.jsx new file mode 100644 index 000000000..d1865105f --- /dev/null +++ b/frontend/src/modules/shared/components/WeldSectionModal.jsx @@ -0,0 +1,93 @@ +/* eslint-disable react/prop-types */ +import { Select, Input } from "antd"; +import GenericConfigView from "./GenericConfigView"; + +const { Option } = Select; + +const SIMPLE_CONNECTION_WELD_MODULES = ["Butt Joint Welded", "Lap Joint Welded"]; + +const WeldSectionModal = ({ + module, + designPrefInputs, + setDesignPrefInputs, + isInputLocked, +}) => { + const isSimpleConnection = + module && SIMPLE_CONNECTION_WELD_MODULES.includes(module); + + const Weld_text = `Shop weld takes a material safety factor of 1.25 +Field weld takes a material safety factor of 1.5 +(IS 800 - cl. 5. 4. 1 or Table 5)`; + + return ( + +
    +
    {isSimpleConnection ? "Type" : "Type of Weld Fabrication"}
    + +
    +
    +
    Material Grade Overwrite, Fu (MPa)
    + { + let val = e.target.value.replace(/[^0-9.-]/g, ''); + const decimalCount = (val.match(/\./g) || []).length; + if (decimalCount > 1) { + const firstDecimalIdx = val.indexOf('.'); + val = val.slice(0, firstDecimalIdx + 1) + val.slice(firstDecimalIdx + 1).replace(/\./g, ''); + } + if (val.includes('-')) { + const isNegative = val.startsWith('-'); + val = val.replace(/-/g, ''); + if (isNegative) { + val = '-' + val; + } + } + setDesignPrefInputs({ + ...designPrefInputs, + weld_material_grade: val, + }); + }} + onKeyDown={(e) => { + const allowedKeys = [ + 'Backspace', 'Delete', 'Tab', 'Escape', 'Enter', + 'Home', 'End', 'ArrowLeft', 'ArrowRight', '.', '-' + ]; + const isShortcut = (e.ctrlKey || e.metaKey) && ['a', 'c', 'v', 'x'].includes(e.key.toLowerCase()); + + if (e.key === ' ') { + e.preventDefault(); + return; + } + + if (!allowedKeys.includes(e.key) && !isShortcut && isNaN(Number(e.key))) { + e.preventDefault(); + } + }} + /> +
    +     + ); +}; + +export default WeldSectionModal; diff --git a/frontend/src/modules/shared/components/XlsxImportTrigger.jsx b/frontend/src/modules/shared/components/XlsxImportTrigger.jsx new file mode 100644 index 000000000..3a2c65d61 --- /dev/null +++ b/frontend/src/modules/shared/components/XlsxImportTrigger.jsx @@ -0,0 +1,237 @@ +/* eslint-disable react/prop-types */ +import { useId, useRef, useState } from "react"; +import { createPortal } from "react-dom"; +import { message } from "antd"; +import { importSectionXlsx } from "../../../datasources/sectionsDataSource"; +import { notifyCustomSectionAdded } from "../hooks/useModuleData"; + +const SECTION_TABLE_OPTIONS = [ + { value: "Columns", label: "Columns (IS 808:2021)" }, + { value: "Beams", label: "Beams (IS 808:2021)" }, + { value: "Angles", label: "Angles (IS 808:2021)" }, + { value: "Channels", label: "Channels (IS 808:2021)" }, +]; + +/** + * Render-prop component that manages xlsx section import. + * + * When `sectionTable` is provided the file dialog opens immediately. + * When omitted, a table-picker modal is shown first. + * After a successful import an import-summary modal is shown at the + * centre of the viewport (via a portal) and stays until dismissed. + * + * Usage: + * + * {({ trigger, busy }) => } + * + */ +export default function XlsxImportTrigger({ + sectionTable, + disabled = false, + onRefetchModuleOptions, + children, +}) { + const inputId = useId(); + const fileRef = useRef(null); + + const [busy, setBusy] = useState(false); + const [pickerOpen, setPickerOpen] = useState(false); + const [pickedTable, setPickedTable] = useState(SECTION_TABLE_OPTIONS[0].value); + const [importResult, setImportResult] = useState(null); + + const trigger = () => { + if (disabled || busy) return; + if (sectionTable) { + fileRef.current?.click(); + } else { + setPickerOpen(true); + } + }; + + const handlePickerConfirm = (e) => { + e.stopPropagation(); + fileRef.current?.click(); + setPickerOpen(false); + }; + + const handlePickerCancel = (e) => { + e?.stopPropagation(); + setPickerOpen(false); + }; + + const resolveTable = () => sectionTable ?? pickedTable; + + const onFileSelected = async (e) => { + const file = e.target.files?.[0]; + e.target.value = ""; + if (!file) return; + + const table = resolveTable(); + setBusy(true); + try { + const { data } = await importSectionXlsx(table, file); + setImportResult(data); + + const insertedDesignations = Array.isArray(data?.inserted_designations) + ? data.inserted_designations + : []; + + insertedDesignations.forEach((designation) => + notifyCustomSectionAdded({ table, designation }) + ); + + await onRefetchModuleOptions?.(); + } catch (err) { + message.error(err?.message || "Import failed."); + } finally { + setBusy(false); + } + }; + + const ResultModal = () => { + if (!importResult) return null; + const { inserted, ignored, rejected, inserted_designations } = importResult; + const ignoredList = Array.isArray(ignored) ? ignored : []; + const rejectedList = Array.isArray(rejected) ? rejected : []; + + return createPortal( +
    e.stopPropagation()} + > +
    +
    +

    + Import Summary +

    + +
    + +
    +
    + Rows inserted: {inserted} +
    + + {inserted_designations?.length > 0 && ( +
    + Inserted designations:{" "} + {inserted_designations.join(", ")} +
    + )} + +
    + Rows ignored: {ignoredList.length} +
    + {ignoredList.length > 0 && ( +
    + Ignored designations:{" "} + {ignoredList.join(", ")} +
    + )} + +
    + Rows rejected: {rejectedList.length} +
    + {rejectedList.length > 0 && ( +
      + {rejectedList.map((r, idx) => ( +
    • + Row {r.row}: {r.reason} + {r.errors ? ` ā€” ${JSON.stringify(r.errors)}` : ""} +
      • + ))} +
    + )} +
    + +
    + +
    +
    +
    , + document.body + ); + }; + + return ( + <> + {children({ trigger, busy })} + + + + {/* Table-picker modal ā€” rendered inline so it stays inside the parent + DOM tree and doesn't trigger ancestor click-outside handlers. */} + {!sectionTable && pickerOpen && ( +
    +
    e.stopPropagation()} + > +

    + Select section table +

    +

    + Choose which section database to import into: +

    + +
    + {SECTION_TABLE_OPTIONS.map(({ value, label }) => ( + + ))} +
    + +
    + + +
    +
    +
    + )} + + + + ); +} \ No newline at end of file diff --git a/frontend/src/modules/shared/components/cad/CadScene.jsx b/frontend/src/modules/shared/components/cad/CadScene.jsx new file mode 100644 index 000000000..8c604d872 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/CadScene.jsx @@ -0,0 +1,198 @@ +/* eslint-disable react/no-unknown-property, react/prop-types */ +import { OrbitControls } from "@react-three/drei"; +import { useMemo, useEffect, useRef, useState } from "react"; +import { useFrame } from "@react-three/fiber"; +import { ViewCube } from "@geo-mpy/viewcube-react"; +import { getPartColor, getRenderOrder } from "./config/partConfig"; +import { createViewMapper } from "./config/viewMappings"; +import { SceneManager } from "./SceneManager"; +import { useCadSceneContext } from "./context/CadSceneContext"; + +function CadScene({ + modelPaths, + selectedView, + selectedViews = null, + cameraSettings, + hoverDict = {}, + onHoverLabel, + onHoverEnd, + moduleCadConfig = null, +}) { + const GRID_VIEWS = [ + "XY", "YZ", "ZX", "ANGLE1", "ANGLE2", "ANGLE3", "ANGLE4", "ANGLE5", "ANGLE6" + ]; + + // 1. Prepare View Logic + const activeViews = useMemo(() => { + return selectedViews && Array.isArray(selectedViews) ? selectedViews : [selectedView]; + }, [selectedViews, selectedView]); + const primaryView = activeViews[0] || selectedView; + + // 2. Prepare Position Logic + const useGridCenteredPosition = GRID_VIEWS.includes(primaryView); + const modelPosition = useGridCenteredPosition ? [0, 0, 0] : (cameraSettings?.modelPosition ?? [0, 0, 0]); + const modelScale = cameraSettings?.modelScale || 0.008; + const orthographicView = cameraSettings?.orthographicView || null; + const connectivity = cameraSettings?.connectivity || null; + const isColumnWebBeamWeb = connectivity === "Column Web-Beam-Web"; + + // 3. Helpers (Memoized to prevent reload loops) + const shouldShowPart = useMemo(() => { + const mapper = createViewMapper(moduleCadConfig); + return (partName) => mapper(partName, activeViews); + }, [moduleCadConfig, activeViews]); + + const getPartRenderOrder = useMemo(() => { + return (partName) => getRenderOrder(partName, moduleCadConfig); + }, [moduleCadConfig]); + + const getColorForPart = useMemo(() => { + return (partName) => getPartColor(partName, moduleCadConfig); + }, [moduleCadConfig]); + + const { orbitTarget } = useCadSceneContext(); + const target = orbitTarget && orbitTarget.length === 3 ? orbitTarget : [0, 0, 0]; + const controlsRef = useRef(); + const [isAutoRotate, setIsAutoRotate] = useState(false); + + useFrame(() => { + if (controlsRef.current) { + controlsRef.current.update(); + } + }); + + + const modelRef = useRef(); + + useEffect(() => { + const handleAction = (e) => { + const controls = controlsRef.current; + if (!controls) return; + + const camera = controls.object; // Correct + const target = controls.target.clone(); + + const distance = camera.position.distanceTo(target); + + switch (e.detail) { + case "zoom-in": + controls.dollyOut(1.2); + controls.update(); + break; + + case "zoom-out": + controls.dollyIn(1.2); + controls.update(); + break; + + case "pan-up": + controls.target.y += 0.05; + camera.position.y += 0.05; + controls.update(); + break; + + case "pan-down": + controls.target.y -= 0.05; + camera.position.y -= 0.05; + controls.update(); + break; + + case "pan-left": + controls.target.x -= 0.05; + camera.position.x -= 0.05; + controls.update(); + break; + + case "pan-right": + controls.target.x += 0.05; + camera.position.x += 0.05; + controls.update(); + break; + + case "auto-rotate": + setIsAutoRotate((prev) => !prev); + break; + + // FRONT VIEW + case "front-view": + camera.position.set( + target.x, + target.y, + target.z + distance + ); + camera.up.set(0, 1, 0); + camera.lookAt(target); + controls.update(); + break; + + // TOP VIEW + case "top-view": + camera.position.set( + target.x, + target.y + distance, + target.z + ); + camera.up.set(0, 0, -1); + camera.lookAt(target); + controls.update(); + break; + + // SIDE VIEW + case "side-view": + camera.position.set( + target.x + distance, + target.y, + target.z + ); + camera.up.set(0, 1, 0); + camera.lookAt(target); + controls.update(); + break; + + default: + break; + } + }; + + document.addEventListener("cad-camera-action", handleAction); + + return () => { + document.removeEventListener("cad-camera-action", handleAction); + }; + }, []); + + return ( + + + + + + + + + + + + + + ); +} + +export default CadScene; diff --git a/frontend/src/modules/shared/components/cad/CadSceneBbox.jsx b/frontend/src/modules/shared/components/cad/CadSceneBbox.jsx new file mode 100644 index 000000000..7ecef4923 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/CadSceneBbox.jsx @@ -0,0 +1,56 @@ +/* eslint-disable react/prop-types */ +import { useEffect, useRef } from "react"; +import { useThree } from "@react-three/fiber"; +import * as THREE from "three"; +import { useCadSceneContext } from "./context/CadSceneContext"; +import { computeSceneBoundingBox, distanceForFov, DEFAULT_DISTANCE } from "./utils/sceneBbox"; + +const GRID_VIEWS = [ + "XY", "YZ", "ZX", "ANGLE1", "ANGLE2", "ANGLE3", "ANGLE4", "ANGLE5", "ANGLE6" +]; + +const ISO_DIRECTION = new THREE.Vector3(1, 1, 1).normalize(); + +/** + * Computes scene bbox, sets orbit target to center, and (for non-grid views) + * sets initial camera position to center + direction * distance. + * Must run inside Canvas and inside CadSceneProvider. + */ +export function CadSceneBbox({ modelKey, selectedCameraView }) { + const { scene, camera } = useThree(); + const { setOrbitTarget } = useCadSceneContext(); + const rafId = useRef(null); + + useEffect(() => { + if (rafId.current != null) cancelAnimationFrame(rafId.current); + rafId.current = requestAnimationFrame(() => { + rafId.current = null; + const bbox = computeSceneBoundingBox(scene); + if (!bbox) { + setOrbitTarget([0, 0, 0]); + return; + } + const { center, size } = bbox; + setOrbitTarget([center.x, center.y, center.z]); + + const isGridView = selectedCameraView && GRID_VIEWS.includes(selectedCameraView); + if (!isGridView) { + const fovDeg = typeof camera.fov === "number" ? camera.fov : 13; + const computedDistance = distanceForFov(size, fovDeg); + const distance = Math.max(computedDistance, DEFAULT_DISTANCE); + camera.position.set( + center.x + ISO_DIRECTION.x * distance, + center.y + ISO_DIRECTION.y * distance, + center.z + ISO_DIRECTION.z * distance + ); + camera.lookAt(center.x, center.y, center.z); + camera.updateProjectionMatrix(); + } + }); + return () => { + if (rafId.current != null) cancelAnimationFrame(rafId.current); + }; + }, [modelKey, selectedCameraView, scene, camera, setOrbitTarget]); + + return null; +} diff --git a/frontend/src/modules/shared/components/cad/ReportCapture.jsx b/frontend/src/modules/shared/components/cad/ReportCapture.jsx new file mode 100644 index 000000000..c0cb144b2 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/ReportCapture.jsx @@ -0,0 +1,195 @@ +/* eslint-disable react/prop-types */ +import { useThree } from "@react-three/fiber"; +import { useEffect } from "react"; +import * as THREE from "three"; +import { + computeSceneBoundingBox, + distanceForFov, + DEFAULT_DISTANCE, +} from "./utils/sceneBbox"; + +async function saveImageWithDialog(canvas) { + try { + if ("showSaveFilePicker" in window) { + const options = { + types: [ + { description: "PNG Image", accept: { "image/png": [".png"] } }, + { description: "JPEG Image", accept: { "image/jpeg": [".jpeg", ".jpg"] } }, + { description: "BMP Image", accept: { "image/bmp": [".bmp"] } }, + { description: "TIFF Image", accept: { "image/tiff": [".tiff"] } }, + ], + suggestedName: "cad_model_snapshot", + }; + const handle = await window.showSaveFilePicker(options); + const fileExtension = handle.name.split(".").pop().toLowerCase(); + const mimeTypes = { png: "image/png", jpeg: "image/jpeg", jpg: "image/jpeg", bmp: "image/bmp", tiff: "image/tiff" }; + const mimeType = mimeTypes[fileExtension] || "image/png"; + const blob = await new Promise((resolve) => { canvas.toBlob(resolve, mimeType); }); + if (blob) { + const writable = await handle.createWritable(); + await writable.write(blob); + await writable.close(); + } else { + console.error("Failed to create image blob."); + } + } else { + const format = prompt("Enter image format (png, jpeg, jpg, bmp):", "png"); + if (!format) return; + const allowedFormats = ["png", "jpeg", "jpg", "bmp"]; + if (!allowedFormats.includes(format.toLowerCase())) { + alert("Invalid format. Please choose from: png, jpeg, jpg, bmp"); + return; + } + const mimeTypes = { png: "image/png", jpeg: "image/jpeg", jpg: "image/jpeg", bmp: "image/bmp" }; + const mimeType = mimeTypes[format.toLowerCase()] || "image/png"; + const blob = await new Promise((resolve) => { canvas.toBlob(resolve, mimeType); }); + if (blob) { + const url = URL.createObjectURL(blob); + const link = document.createElement("a"); + link.href = url; + link.download = `cad_model_snapshot.${format.toLowerCase()}`; + link.style.display = "none"; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + } else { + console.error("Failed to create image blob."); + } + } + } catch (error) { + console.error("Save CAD Image cancelled or failed", error); + } +} + +export const ScreenshotCapture = ({ + screenshotTrigger, + setScreenshotTrigger, + selectedView, +}) => { + const { gl, invalidate } = useThree(); + + useEffect(() => { + const runScreenshot = async () => { + if (selectedView !== "Model") { + alert("Switch to 'Model' view first."); + setScreenshotTrigger(false); + return; + } + invalidate(); + await new Promise((resolve) => requestAnimationFrame(resolve)); + await saveImageWithDialog(gl.domElement); + setScreenshotTrigger(false); + }; + if (screenshotTrigger) runScreenshot(); + }, [screenshotTrigger, gl, selectedView, setScreenshotTrigger, invalidate]); + + return null; +}; + +/** + * Development helper: register window.captureReportViews(), downloadReportViews(), setCameraToTopView(). + */ +export const ReportCaptureDev = () => { + const { gl, camera, scene, invalidate } = useThree(); + + useEffect(() => { + const captureSingle = async (direction, center, distance, viewLabel = "") => { + camera.position.set( + center.x + direction.x * distance, + center.y + direction.y * distance, + center.z + direction.z * distance + ); + camera.lookAt(center.x, center.y, center.z); + camera.updateProjectionMatrix(); + console.log("[captureSingle]", viewLabel, "pos:", camera.position.clone(), "lookAt:", center.x, center.y, center.z); + invalidate(); + await new Promise((resolve) => requestAnimationFrame(resolve)); + gl.render(scene, camera); + return gl.domElement.toDataURL("image/png"); + }; + + const captureReportViews = async () => { + try { + const originalPos = camera.position.clone(); + const bbox = computeSceneBoundingBox(scene); + if (!bbox) { + console.warn( + "[captureReportViews] computeSceneBoundingBox returned null/undefined ā€” scene may be empty; captures may be blank." + ); + } + const center = bbox ? bbox.center : new THREE.Vector3(0, 0, 0); + const fovDeg = typeof camera.fov === "number" ? camera.fov : 13; + const computedDistance = bbox ? distanceForFov(bbox.size, fovDeg) : DEFAULT_DISTANCE; + const distance = Math.max(computedDistance, DEFAULT_DISTANCE); + console.log("[captureReportViews] bbox center:", center, "distance:", distance, "bbox.size:", bbox?.size); + const dir = (x, y, z) => { + const v = new THREE.Vector3(x, y, z); + v.normalize(); + return v; + }; + const images = {}; + images.iso = await captureSingle(dir(1, 1, 1), center, distance, "iso"); + images.front = await captureSingle(dir(0, 0, 1), center, distance, "front"); + images.side = await captureSingle(dir(1, 0, 0), center, distance, "side"); + images.top = await captureSingle(dir(0, 1, 0), center, distance, "top"); + camera.position.copy(originalPos); + camera.lookAt(center.x, center.y, center.z); + camera.updateProjectionMatrix(); + console.log("[captureReportViews] captured views:", Object.keys(images)); + return images; + } catch (e) { + console.error("[captureReportViews] error capturing views", e); + return {}; + } + }; + + const filenameMap = { iso: "3d.png", "3d": "3d.png", front: "front.png", side: "side.png", top: "top.png" }; + const downloadReportViews = async () => { + const images = await captureReportViews(); + if (!images || Object.keys(images).length === 0) { + console.warn("[downloadReportViews] no images captured"); + return; + } + Object.entries(images).forEach(([key, dataUrl]) => { + if (!dataUrl) return; + const filename = filenameMap[key] || `${key}.png`; + const link = document.createElement("a"); + link.href = dataUrl; + link.download = filename; + link.style.display = "none"; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + }); + console.log("[downloadReportViews] downloaded:", Object.keys(images)); + }; + + const setCameraToTopView = () => { + const bbox = computeSceneBoundingBox(scene); + const center = bbox ? bbox.center : new THREE.Vector3(0, 0, 0); + const fovDeg = typeof camera.fov === "number" ? camera.fov : 13; + const computedDistance = bbox ? distanceForFov(bbox.size, fovDeg) : DEFAULT_DISTANCE; + const distance = Math.max(computedDistance, DEFAULT_DISTANCE); + const dir = new THREE.Vector3(0, 1, 0).normalize(); + camera.position.set(center.x + dir.x * distance, center.y + dir.y * distance, center.z + dir.z * distance); + camera.lookAt(center.x, center.y, center.z); + camera.updateProjectionMatrix(); + invalidate(); + console.log("[setCameraToTopView] center:", center, "distance:", distance); + }; + + window.captureReportViews = async () => captureReportViews(); + window.downloadReportViews = downloadReportViews; + window.setCameraToTopView = setCameraToTopView; + return () => { + delete window.captureReportViews; + delete window.downloadReportViews; + delete window.setCameraToTopView; + }; + }, [gl, camera, scene, invalidate]); + + return null; +}; + +export default ScreenshotCapture; diff --git a/frontend/src/modules/shared/components/cad/SceneManager.jsx b/frontend/src/modules/shared/components/cad/SceneManager.jsx new file mode 100644 index 000000000..59945a96f --- /dev/null +++ b/frontend/src/modules/shared/components/cad/SceneManager.jsx @@ -0,0 +1,316 @@ +/* eslint-disable react/prop-types */ +import { useEffect, useState, useRef, useMemo, useImperativeHandle, forwardRef, useCallback } from 'react'; +import * as THREE from 'three'; +import { STLLoader } from 'three/examples/jsm/loaders/STLLoader.js'; +import { OBJLoader } from 'three/examples/jsm/loaders/OBJLoader.js'; +import { SmartPart } from './SmartPart'; +import { getPartColor, VALID_PART_KEYS } from './config/partConfig'; + +export const SceneManager = forwardRef(({ + modelPaths, + modelPosition = [0, 0, 0], + modelScale = 0.008, + modelRotation = [Math.PI / -2, 0, 0], + hoverDict = {}, + onHoverLabel = null, + onHoverEnd = null, + moduleCadConfig = null, + shouldShowPart = null, + getPartRenderOrder = null, + getColorForPart = null, + isColumnWebBeamWeb = false, + GRID_VIEWS = [], + primaryView = null, + onModelsLoaded = null, +}, ref) => { + const [parsedModels, setParsedModels] = useState(null); + const [hoveredMeshId, setHoveredMeshId] = useState(null); + const hoveredMeshIdRef = useRef(null); + + // Refs for internal state + const groupRef = useRef(); + const activeMeshRef = useRef(null); + + // Expose the group ref to the parent + useImperativeHandle(ref, () => groupRef.current); + + // --- 1. MODEL LOADING & MEMORY MANAGEMENT --- + useEffect(() => { + let isMounted = true; + const disposables = []; + + const loadModels = () => { + try { + const stlLoader = new STLLoader(); + const objLoader = new OBJLoader(); + const parsedData = {}; + const partsGroup = new THREE.Group(); + + const allKeys = Object.keys(modelPaths); + const uniqueKeys = allKeys.filter( + (key, idx) => allKeys.findIndex(k => k.toLowerCase() === key.toLowerCase()) === idx + ); + + // "Model" is a composite; skip it ONLY when real named parts exist + // (e.g. connections send Beam/Column/Bolt). Modules like Plate Girder + // send "Model" + "Girder" where "Girder" is not a named part ā€” in that + // case we must keep "Model" or nothing would render. + const hasNamedParts = uniqueKeys.some( + (k) => k.toLowerCase() !== 'model' && VALID_PART_KEYS.has(k) + ); + + Object.entries(modelPaths).forEach(([key, dataUrl]) => { + if (!dataUrl) return; + + if (!uniqueKeys.includes(key)) return; + + if (key === 'Model' && uniqueKeys.length > 1 && hasNamedParts) return; + + try { + // STL Handling + if (typeof dataUrl === 'string' && dataUrl.startsWith('data:application')) { + const base64 = dataUrl.split(',')[1]; + const binary = atob(base64); + const arrayBuffer = new Uint8Array(binary.length).map((_, i) => binary.charCodeAt(i)).buffer; + + const geometry = stlLoader.parse(arrayBuffer); + + const mesh = new THREE.Mesh(geometry); + mesh.name = key; + // Don't pre-bake hoverLabel at load time: hoverDict may be empty. + // SmartPart will look up the label from hoverDict at render time. + mesh.userData.hoverLabel = null; + + parsedData[key] = mesh; + disposables.push(geometry); + + if (VALID_PART_KEYS.has(key)) partsGroup.add(mesh); + } + // OBJ Handling + else if (typeof dataUrl === 'string' && dataUrl.includes('v ')) { + const objGroup = objLoader.parse(dataUrl); + parsedData[key] = objGroup; + + objGroup.traverse(c => { + if (c.geometry) disposables.push(c.geometry); + if (c.material) disposables.push(c.material); + }); + } + } catch (e) { + console.warn(`[SceneManager] Failed to load section ${key}:`, e); + } + }); + + // Build parsedData.Model from the individual named-part meshes so that + // the Model view inherits per-part colors and hover labels. + if (parsedData.Model && partsGroup.children.length > 0) { + parsedData.Model = partsGroup; + } + else if (!parsedData.Model && partsGroup.children.length > 0) { + parsedData.Model = partsGroup; + } + + if (isMounted) setParsedModels(parsedData); + } catch (error) { + console.error('[SceneManager] Error parsing model data:', error); + } + }; + + loadModels(); + + return () => { + isMounted = false; + disposables.forEach(d => d.dispose()); + setParsedModels(null); + }; + }, [modelPaths, moduleCadConfig]); + + + // --- 2. OPTIMIZED HELPERS --- + + const getGeometry = useCallback((obj) => { + let g = null; + if (obj) { + obj.traverse((c) => { + if (c.isMesh && !g) g = c.geometry; + }); + } + return g; + }, []); + + const getMeshes = useCallback((obj) => { + const meshes = []; + if (!obj) return meshes; + obj.traverse((c) => { + if (c.isMesh && c.geometry) { + const meshName = c.name || ""; + const label = c.userData?.hoverLabel || meshName; + meshes.push({ name: meshName, geometry: c.geometry, hoverLabel: label }); + } + }); + return meshes; + }, []); + + // --- 3. MEMOIZED GEOMETRIES --- + + const modelMeshes = useMemo(() => { + if (!parsedModels?.Model) return []; + return getMeshes(parsedModels.Model); + }, [parsedModels, getMeshes]); + + const geometries = useMemo(() => ({ + beam: getGeometry(parsedModels?.Beam), + column: getGeometry(parsedModels?.Column), + plate: getGeometry(parsedModels?.Plate), + bolt: getGeometry(parsedModels?.Bolt), + bolts: getGeometry(parsedModels?.Bolts), + connector: getGeometry(parsedModels?.Connector), + cleatAngle: getGeometry(parsedModels?.cleatAngle), + seatedAngle: getGeometry(parsedModels?.SeatedAngle), + coverPlate: getGeometry(parsedModels?.CoverPlate || parsedModels?.["Cover Plate"]), + member: getGeometry(parsedModels?.Member), + endplate: getGeometry(parsedModels?.Endplate || parsedModels?.EndPlate), + }), [parsedModels, getGeometry]); + + // Part names already rendered from Model group; skip dedicated geometry to avoid duplicates (e.g. CleatAngle) + const modelPartNamesLower = useMemo( + () => new Set(modelMeshes.map((m) => (m.name || "").toLowerCase())), + [modelMeshes] + ); + + // --- 4. NOTIFY PARENT --- + useEffect(() => { + if (parsedModels && onModelsLoaded) { + onModelsLoaded(geometries, modelMeshes); + } + }, [parsedModels, geometries, modelMeshes, onModelsLoaded]); + + // --- 5. EVENTS --- + const handlePartHover = useCallback((label, clientX, clientY, renderOrder, meshId, meshObject) => { + if (onHoverLabel) onHoverLabel(label, clientX, clientY); + setHoveredMeshId(meshId); + hoveredMeshIdRef.current = meshId; + activeMeshRef.current = meshObject; + }, [onHoverLabel]); + + const handlePartHoverEnd = useCallback((meshId) => { + if (hoveredMeshIdRef.current === meshId) { + if (onHoverEnd) onHoverEnd(); + setHoveredMeshId(null); + hoveredMeshIdRef.current = null; + activeMeshRef.current = null; + } + }, [onHoverEnd]); + + // --- 6. RENDER --- + const finalRotation = isColumnWebBeamWeb ? [0, Math.PI / -2, 0] : modelRotation; + const useGridCenteredPosition = GRID_VIEWS.includes(primaryView); + const finalPosition = useGridCenteredPosition ? [0, 0, 0] : modelPosition; + + if (!parsedModels) return null; + + return ( + + {/* Render per-part meshes from partsGroup (Model view shows all; individual views filter by shouldShowPart). + These meshes carry their real names (Beam, Connector, etc.) so colors and hover work correctly. */} + {modelMeshes.length > 0 && ( + <> + {modelMeshes.map((m, idx) => { + const name = m.name || ""; + if (shouldShowPart && !shouldShowPart(name)) return null; + + let color = getColorForPart ? getColorForPart(name) : getPartColor(name, moduleCadConfig); + if (name.toLowerCase().startsWith("weld") && color === "#888888") { + color = getColorForPart ? getColorForPart("Weld") : getPartColor("Weld", moduleCadConfig); + } + + const meshId = `${name}-${idx}`; + const renderOrder = getPartRenderOrder ? getPartRenderOrder(name) : 0; + + let partPosition = finalPosition; + if (name === "Member" || name === "EndPlate" || name === "Endplate") { + partPosition = [0, 0, 0]; + } + else if (["CleatAngle", "SeatedAngle", "Connector", "CoverPlate"].includes(name)) { + partPosition = [finalPosition[0], finalPosition[1], finalPosition[2]]; + } + + return ( + + ); + })} + + )} + + {/* Render dedicated geometries when present (fallback if Model group missing or for clarity) */} + {Object.entries(geometries).map(([keyName, geom]) => { + if (!geom) return null; + const partNameMap = { + beam: "Beam", + column: "Column", + plate: "Plate", + bolt: "Bolt", + bolts: "Bolts", + connector: "Connector", + cleatAngle: "CleatAngle", + seatedAngle: "SeatedAngle", + coverPlate: "CoverPlate", + member: "Member", + endplate: "EndPlate", + }; + const name = partNameMap[keyName] || keyName; + if (modelPartNamesLower.has(name.toLowerCase())) return null; + if (shouldShowPart && !shouldShowPart(name)) return null; + + let color = getColorForPart ? getColorForPart(name) : getPartColor(name, moduleCadConfig); + if (name.toLowerCase().startsWith("weld") && color === "#888888") { + color = getColorForPart ? getColorForPart("Weld") : getPartColor("Weld", moduleCadConfig); + } + + const meshId = `${name}-geom`; + const renderOrder = getPartRenderOrder ? getPartRenderOrder(name) : 0; + + // All parts share the same coordinate system from the backend. + const partPosition = finalPosition; + + return ( + + ); + })} + + ); +}); + +SceneManager.displayName = 'SceneManager'; \ No newline at end of file diff --git a/frontend/src/modules/shared/components/cad/SmartPart.jsx b/frontend/src/modules/shared/components/cad/SmartPart.jsx new file mode 100644 index 000000000..91c6bbc50 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/SmartPart.jsx @@ -0,0 +1,202 @@ +/* eslint-disable react/prop-types */ +/* eslint-disable react/no-unknown-property */ +import { useMemo, useState, useCallback } from 'react'; +import * as THREE from 'three'; +import { useCursor } from '@react-three/drei'; + +/** + * SmartPart - Individual 3D part with hover handling + * Optimized for performance: + * 1. Memoized Geometry calculations (prevents re-instantiation on every frame) + * 2. Separated PointerOver (State) from PointerMove (Coordinates) + * 3. Declarative Edge Rendering + */ +export const SmartPart = ({ + geometry, + name, + color, + renderOrder, + position = [0, 0, 0], + rotation = [0, 0, 0], + scale = 1, + hoverDict = {}, + hoverLabel = null, + isHovered = false, + onHover = null, // (label, clientX, clientY, renderOrder, meshId, meshObject) => void + onHoverEnd = null, // (meshId) => void + meshId, + showEdges = true, + materialProps = {}, +}) => { + const [localHovered, setLocalHovered] = useState(false); + + // 1. MEMOIZATION: Prevent creating new geometry on every render + // This was the main cause of the "flicker" and memory leak + const edgesVisuals = useMemo(() => { + if (!showEdges || !geometry) return null; + try { + // Threshold angle 15 degrees + const edgeGeo = new THREE.EdgesGeometry(geometry, 15); + const edgeMat = new THREE.LineBasicMaterial({ color: "black", linewidth: 1 }); + return { geometry: edgeGeo, material: edgeMat }; + } catch (e) { + console.warn("Failed to generate edges for", name); + return null; + } + }, [geometry, showEdges, name]); + + useCursor(localHovered || isHovered); + + // 2. LABEL RESOLUTION + const resolvedLabel = useMemo(() => { + if (hoverLabel) return hoverLabel; + + const lower = name?.toLowerCase() || ''; + const capitalized = name?.charAt(0).toUpperCase() + name?.slice(1).toLowerCase(); + + // Semantic aliases: map 3D section/part names to hover_dict keys. + // The CAD backend uses section names like "Connector" or "EndPlate" for + // what the Python modules call "Plate" in hover_dict. This mapping bridges + // that naming gap so hover details always display correctly. + const PART_ALIASES = { + 'connector': hoverDict && ('Bolt' in hoverDict || 'Bolts' in hoverDict || 'bolt' in hoverDict || 'bolts' in hoverDict) + ? 'Bolt' + : (hoverDict && ('Weld' in hoverDict || 'Welds' in hoverDict || 'weld' in hoverDict || 'welds' in hoverDict) ? 'Weld' : 'Plate'), + 'endplate': 'Plate', + 'end plate': 'Plate', + 'end-plate': 'Plate', + 'cleatangle': 'Cleat Angle', + 'cleat angle': 'Cleat Angle', + 'seatedangle': 'Seated Angle', + 'seated angle': 'Seated Angle', + 'coverplate': 'Cover Plate', + 'model': hoverDict && 'Column' in hoverDict ? 'Column' : (hoverDict && 'Member' in hoverDict ? 'Member' : 'Model'), + }; + + // Try multiple key variations in hoverDict first + let label = null; + if (hoverDict && typeof hoverDict === 'object' && Object.keys(hoverDict).length > 0) { + // Try exact match first + label = hoverDict[name]; + + // Try lowercase + if (!label) label = hoverDict[lower]; + + // Try capitalized (first letter uppercase, rest lowercase) + if (!label) label = hoverDict[capitalized]; + + // Try singular if plural (e.g., "Bolts" -> "Bolt") + if (!label && lower.endsWith('s') && lower.length > 1) { + const singular = name.slice(0, -1); + label = hoverDict[singular] || hoverDict[singular.toLowerCase()]; + } + + // Try plural if singular (e.g., "Bolt" -> "Bolts") + if (!label && !lower.endsWith('s')) { + const plural = name + 's'; + label = hoverDict[plural] || hoverDict[plural.toLowerCase()]; + } + + // Try semantic alias (e.g., "Connector" -> look up hoverDict["Plate"]) + // Also try with spaces stripped so "Cleat Angle" matches alias key "cleatangle" + const lowerNoSpace = lower.replace(/\s+/g, ''); + const aliasKey = PART_ALIASES[lower] || PART_ALIASES[lowerNoSpace]; + if (!label && aliasKey) { + label = hoverDict[aliasKey] || hoverDict[aliasKey.toLowerCase()]; + } + } + + // Final safety check: if resolved label contains Plate info but mesh is Bolt, try harder + if (lower.includes('bolt') && label?.toLowerCase().includes('plate') && !label?.toLowerCase().includes('bolt')) { + label = hoverDict?.['Bolt'] || hoverDict?.['Bolts'] || hoverDict?.['bolt'] || hoverDict?.['bolts'] || name; + } + + return label || name; + }, [name, hoverDict, hoverLabel]); + + // 3. OPTIMIZED EVENT HANDLERS + + // Handle "Entry" separately to prevent infinite re-renders + const handlePointerOver = useCallback((e) => { + e.stopPropagation(); // Stop raycast from hitting internal/backend objects + setLocalHovered(true); + }, []); + + const handlePointerOut = useCallback(() => { + setLocalHovered(false); + if (onHoverEnd) { + onHoverEnd(meshId); + } + }, [onHoverEnd, meshId]); + + // Handle "Movement" purely for coordinate updates (State updates removed from here) + const handlePointerMove = useCallback((e) => { + e.stopPropagation(); + + const clientX = e.nativeEvent?.clientX; + const clientY = e.nativeEvent?.clientY; + + if (onHover) { + onHover(resolvedLabel, clientX, clientY, renderOrder, meshId, e.object); + } + }, [onHover, resolvedLabel, renderOrder, meshId]); + + // 4. MATERIAL MEMOIZATION + // Prevents material recompilation on every frame + const isBolt = name?.toLowerCase().includes('bolt') || name?.toLowerCase().includes('connector') || name?.toLowerCase().includes('weld'); + const displayColor = (isHovered || localHovered) && !isBolt ? "#8cc480" : color; + + const meshMaterial = useMemo(() => ( + + ), [displayColor, isHovered, localHovered, materialProps]); + + return ( + + + {meshMaterial} + + + {/* 5. OPTIMIZED EDGES RENDERING */} + {showEdges && edgesVisuals && ( + + {/* Declarative material allows color updates without rebuilding geometry */} + + + )} + + ); +}; diff --git a/frontend/src/modules/shared/components/cad/config/partConfig.js b/frontend/src/modules/shared/components/cad/config/partConfig.js new file mode 100644 index 000000000..7476dcb77 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/config/partConfig.js @@ -0,0 +1,178 @@ +/** + * Default CAD Configuration + * Centralized configuration for 3D model rendering + */ + +// Default part colors (hex values) +export const DEFAULT_PART_COLORS = { + // Structural members + Beam: "#C8C89E", + Column: "#909078", + Member: "#909078", + + // Plates and connectors + Plate: "#8A8A6A", + "Plate 1": "#8A8A6A", + "Plate 2": "#8A8A6A", + Endplate: "#8A8A6A", + EndPlate: "#8A8A6A", + cleatAngle: "#8A8A6A", + SeatedAngle: "#8A8A6A", + Connector: "#8B4513", + CoverPlate: "#8A8A6A", + "Cover Plate": "#8A8A6A", + + // Fasteners + Bolt: "#8B4513", + Bolts: "#8B4513", + + // Welds + Weld: "#ff0000", + Welds: "#ff0000", + weld_left: "#ff0000", + weld_right: "#ff0000", + + // Fallback + Model: "#999999", + + // Plate Girder parts + Web: "#60a5fa", + "Top Flange": "#3b82f6", + "Bottom Flange": "#3b82f6", + Stiffeners: "#93c5fd", + + // Base Plate + Concrete: "#e0e0e0", + Grout: "#9e9e9e", +}; + +// Render order categories (z-index priority) +export const RENDER_ORDER = { + STRUCTURAL: 0, // Beam, Column, Member (render first, behind everything) + CONNECTOR: 1, // Plate, EndPlate, cleatAngle, SeatedAngle, Connector + FASTENER: 2, // Bolt, Bolts, Weld, Welds (render on top) +}; + +// Default render order mapping +export const DEFAULT_RENDER_ORDER = { + // Structural members + beam: RENDER_ORDER.STRUCTURAL, + column: RENDER_ORDER.STRUCTURAL, + member: RENDER_ORDER.STRUCTURAL, + + // Plates and connectors + plate: RENDER_ORDER.CONNECTOR, + endplate: RENDER_ORDER.CONNECTOR, + cleat: RENDER_ORDER.CONNECTOR, + seated: RENDER_ORDER.CONNECTOR, + connector: RENDER_ORDER.CONNECTOR, + + // Fasteners + bolt: RENDER_ORDER.FASTENER, + weld: RENDER_ORDER.FASTENER, +}; + +// Valid part keys for grouping (must match API section names so parts are included in the scene) +export const VALID_PART_KEYS = new Set([ + "Member", + "Endplate", + "EndPlate", + "Beam", + "Column", + "Plate", + "Plate 1", + "Plate 2", + "Weld", + "Welds", + "Bolt", + "Bolts", + "cleatAngle", + "SeatedAngle", + "Connector", + "Cover Plate", + "CoverPlate", + "Model", + "Web", + "Top Flange", + "Bottom Flange", + "Stiffeners", + "Concrete", + "Grout", +]); + +/** + * Get color for a part, with fallback logic + * @param {string} partName - Name of the part + * @param {object} moduleCadConfig - Optional module-specific CAD config + * @returns {string} Hex color code + */ +export const getPartColor = (partName, moduleCadConfig = null) => { + // Check module-specific config first + if (moduleCadConfig?.partColors?.[partName]) { + return moduleCadConfig.partColors[partName]; + } + + // Try exact match + if (DEFAULT_PART_COLORS[partName]) { + return DEFAULT_PART_COLORS[partName]; + } + + // Try lowercase + const lower = partName?.toLowerCase(); + if (DEFAULT_PART_COLORS[lower]) { + return DEFAULT_PART_COLORS[lower]; + } + + // Try capitalized (first letter uppercase, rest lowercase) + const capitalized = partName?.charAt(0).toUpperCase() + partName?.slice(1).toLowerCase(); + if (DEFAULT_PART_COLORS[capitalized]) { + return DEFAULT_PART_COLORS[capitalized]; + } + + // Special case: weld variants + if (lower?.startsWith("weld")) { + return DEFAULT_PART_COLORS.Weld; + } + + // Fallback + return DEFAULT_PART_COLORS.Model || "#888888"; +}; + +/** + * Get render order for a part based on its name + * @param {string} partName - Name of the part + * @param {object} moduleCadConfig - Optional module-specific CAD config + * @returns {number} Render order (z-index) + */ +export const getRenderOrder = (partName, moduleCadConfig = null) => { + // Check module-specific config first + if (moduleCadConfig?.renderOrder?.[partName] !== undefined) { + return moduleCadConfig.renderOrder[partName]; + } + + const lower = partName?.toLowerCase() || ""; + + // Structural members (Beam, Column, Member) render first + if (lower.includes("beam") || lower.includes("column") || lower.includes("member")) { + return RENDER_ORDER.STRUCTURAL; + } + + // Plates, connectors, and endplates render on top + if ( + lower.includes("plate") || + lower.includes("endplate") || + lower.includes("cleat") || + lower.includes("seated") || + lower.includes("connector") + ) { + return RENDER_ORDER.CONNECTOR; + } + + // Bolts and welds render on top + if (lower.includes("bolt") || lower.includes("weld")) { + return RENDER_ORDER.FASTENER; + } + + // Default to structural + return RENDER_ORDER.STRUCTURAL; +}; diff --git a/frontend/src/modules/shared/components/cad/config/viewMappings.js b/frontend/src/modules/shared/components/cad/config/viewMappings.js new file mode 100644 index 000000000..2b3119037 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/config/viewMappings.js @@ -0,0 +1,98 @@ +/** + * View-to-Part Mapping Configuration + * Maps CAD view options to which parts should be displayed + */ + +// Default view-to-part mappings +export const DEFAULT_VIEW_MAPPINGS = { + "Model": "all", // Show all parts when Model is selected + "Beam": ["Beam"], + "Column": ["Column"], + // Plate view should show both Plate and Bolt/Bolts (for Fin Plate connections) + "Plate": ["Plate", "Bolt", "Bolts", "Connector"], + "Connector": ["Connector", "cleatAngle", "SeatedAngle", "EndPlate", "Bolt", "Bolts", "Weld", "Welds"], + "CleatAngle": ["cleatAngle", "Bolt", "Bolts"], + "SeatedAngle": ["SeatedAngle", "Bolt", "Bolts"], + "EndPlate": ["EndPlate", "Connector", "Bolt", "Bolts", "Weld", "Welds"], + "Member": ["Member"], + "CoverPlate": ["CoverPlate", "Cover Plate", "Connector", "Bolt", "Bolts", "Weld", "Welds"], + // Simple connections (desktop parity): Plate 1, Plate 2, Cover Plate, Bolts, Welds + "Plate 1": ["Plate 1"], + "Plate 2": ["Plate 2"], + "Cover Plate": ["Cover Plate"], + "Bolts": ["Bolts"], + "Welds": ["Welds"], + // Base Plate + "Concrete": ["Concrete"], + "Conc": ["Conc", "Concrete"], + "Grout": ["Grout"], + "Stiffeners": ["Stiffeners", "Stiffener"], + // Plate Girder parts + "Web": ["Web"], + "Top Flange": ["Top Flange"], + "Bottom Flange": ["Bottom Flange"], +}; + +/** + * Create a view mapper function that checks if a part should be shown + * @param {object} moduleCadConfig - Optional module-specific CAD config + * @returns {function} Function that takes (partName, activeViews) and returns boolean + */ +export const createViewMapper = (moduleCadConfig = null) => { + // Use module-specific mappings if provided, otherwise use defaults + const baseMappings = moduleCadConfig?.viewMappings || DEFAULT_VIEW_MAPPINGS; + // For simple connections (cadOptions has Plate 1, etc.): Model = merge per-part meshes only (skip backend "Model" mesh to avoid duplicate) + const viewMappings = { ...baseMappings }; + if (moduleCadConfig?.cadOptions && Array.isArray(moduleCadConfig.cadOptions) && moduleCadConfig.cadOptions.includes("Plate 1")) { + viewMappings["Model"] = moduleCadConfig.cadOptions.filter((opt) => opt !== "Model"); + } + + return (partName, activeViews) => { + // Check each active view (no special-case for Model so module mapping applies) + for (const view of activeViews) { + const mappedParts = viewMappings[view]; + + // If mapping is "all", show everything + if (mappedParts === "all") { + return true; + } + + // If mapping is an array, check if partName matches + if (Array.isArray(mappedParts)) { + // Exact match + if (mappedParts.includes(partName)) { + return true; + } + + // Case-insensitive match only (no partial match, so "Plate 1" does not show "Plate") + const lowerPartName = partName?.toLowerCase(); + if (mappedParts.some(p => p?.toLowerCase() === lowerPartName)) { + return true; + } + } + } + + return false; + }; +}; + +/** + * Get view options for a module + * @param {object} moduleCadConfig - Module-specific CAD config + * @param {object} moduleConfig - Full module config (for fallback) + * @returns {array} Array of view option strings + */ +export const getViewOptions = (moduleCadConfig = null, moduleConfig = null) => { + // Check module-specific config first + if (moduleCadConfig?.viewOptions) { + return moduleCadConfig.viewOptions; + } + + // Fallback to moduleConfig.cadOptions + if (moduleConfig?.cadOptions) { + return moduleConfig.cadOptions; + } + + // Default fallback + return ["Model", "Beam", "Connector"]; +}; diff --git a/frontend/src/modules/shared/components/cad/context/CadSceneContext.jsx b/frontend/src/modules/shared/components/cad/context/CadSceneContext.jsx new file mode 100644 index 000000000..a745d143c --- /dev/null +++ b/frontend/src/modules/shared/components/cad/context/CadSceneContext.jsx @@ -0,0 +1,27 @@ +/* eslint-disable react-refresh/only-export-components, react/prop-types */ +import { createContext, useContext, useState, useMemo } from "react"; + +const DEFAULT_ORBIT_TARGET = [0, 0, 0]; + +const CadSceneContext = createContext({ + orbitTarget: DEFAULT_ORBIT_TARGET, + setOrbitTarget: () => { }, +}); + +export function CadSceneProvider({ children }) { + const [orbitTarget, setOrbitTarget] = useState(DEFAULT_ORBIT_TARGET); + const value = useMemo( + () => ({ orbitTarget, setOrbitTarget }), + [orbitTarget] + ); + return ( + + {children} + + ); +} + +export function useCadSceneContext() { + const ctx = useContext(CadSceneContext); + return ctx || { orbitTarget: DEFAULT_ORBIT_TARGET, setOrbitTarget: () => { } }; +} diff --git a/frontend/src/modules/shared/components/cad/hooks/useViewCamera.js b/frontend/src/modules/shared/components/cad/hooks/useViewCamera.js new file mode 100644 index 000000000..dc17e3061 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/hooks/useViewCamera.js @@ -0,0 +1,27 @@ +import { useMemo } from "react"; + +export default function useViewCamera(_moduleName, selectedView) { + const viewSettings = useMemo(() => { + const GRID_POSITIONS = { + XY: [0, 40, 0], + YZ: [40, 0, 0], + ZX: [0, 0, 40], + ANGLE1: [30, 30, 30], + ANGLE2: [-30, 30, 30], + ANGLE3: [30, -30, 30], + ANGLE4: [-30, -30, 30], + ANGLE5: [30, 30, -30], + ANGLE6: [-30, 30, -30], + }; + + const DEFAULT_POSITION = [30, 30, 30]; + + if (selectedView && GRID_POSITIONS[selectedView]) { + return { position: GRID_POSITIONS[selectedView] }; + } + + return { position: DEFAULT_POSITION }; + }, [selectedView]); + + return viewSettings; +} diff --git a/frontend/src/modules/shared/components/cad/index.js b/frontend/src/modules/shared/components/cad/index.js new file mode 100644 index 000000000..fa7b369d1 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/index.js @@ -0,0 +1,8 @@ +export { default as CadScene } from "./CadScene"; +export { SceneManager } from "./SceneManager"; +export { SmartPart } from "./SmartPart"; +export { default as ScreenshotCapture, ReportCaptureDev } from "./ReportCapture"; +export { default as useViewCamera } from "./hooks/useViewCamera"; +export { default as AxisHelperWidget } from "./widgets/AxisHelperWidget"; +export { CadSceneProvider, useCadSceneContext } from "./context/CadSceneContext"; +export { CadSceneBbox } from "./CadSceneBbox"; diff --git a/frontend/src/modules/shared/components/cad/utils/sceneBbox.js b/frontend/src/modules/shared/components/cad/utils/sceneBbox.js new file mode 100644 index 000000000..a7cd8af13 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/utils/sceneBbox.js @@ -0,0 +1,49 @@ +import * as THREE from "three"; + +/** + * Compute world-space bounding box of all meshes in the scene. + * Updates scene matrices first so bbox matches current transform/scale. + * Returns { center: Vector3, size: Vector3 } or null if no meshes. + */ +export function computeSceneBoundingBox(scene) { + scene.updateMatrixWorld(true); + const box = new THREE.Box3(); + let hasMesh = false; + scene.traverse((obj) => { + if (obj.isMesh && obj.geometry) { + if (obj.geometry.boundingBox == null) { + obj.geometry.computeBoundingBox(); + } + const meshBox = obj.geometry.boundingBox.clone(); + meshBox.applyMatrix4(obj.matrixWorld); + box.union(meshBox); + hasMesh = true; + } + }); + if (!hasMesh) return null; + const center = new THREE.Vector3(); + const size = new THREE.Vector3(); + box.getCenter(center); + box.getSize(size); + return { center, size }; +} + +export const DEFAULT_DISTANCE = 20; +/** Extra margin so full model (including height) is in frame (multiplier on FOV-based distance). */ +export const PADDING_FACTOR = 2.2; + +/** + * Distance so the full bounding box fits in frame from any view angle. + * Uses bounding-sphere radius (half diagonal) so iso/side/top all capture full model. + * distance = (halfDiagonal / tan(fov/2)) * padding + */ +export function distanceForFov(size, fovDeg, paddingFactor = PADDING_FACTOR) { + const halfFovRad = (fovDeg * Math.PI / 180) / 2; + const tanHalf = Math.tan(halfFovRad); + if (tanHalf <= 0) return DEFAULT_DISTANCE; + const sx = size.x || 0; + const sy = size.y || 0; + const sz = size.z || 0; + const halfDiagonal = Math.max(0.5 * Math.sqrt(sx * sx + sy * sy + sz * sz), 0.1); + return (halfDiagonal / tanHalf) * paddingFactor; +} diff --git a/frontend/src/modules/shared/components/cad/widgets/AxisHelperWidget.jsx b/frontend/src/modules/shared/components/cad/widgets/AxisHelperWidget.jsx new file mode 100644 index 000000000..17b1b5352 --- /dev/null +++ b/frontend/src/modules/shared/components/cad/widgets/AxisHelperWidget.jsx @@ -0,0 +1,199 @@ +/* eslint-disable react/prop-types */ +import { useRef, useEffect } from "react"; +import { useFrame, useThree } from "@react-three/fiber"; +import * as THREE from "three"; + +const AxisHelperWidget = ({ orthographicView }) => { + const { camera, gl } = useThree(); + const axisGroupRef = useRef(); + const rendererRef = useRef(); + const axisSceneRef = useRef(); + const axisCameraRef = useRef(); + + useEffect(() => { + // Create a separate renderer for the axis widget + const axisRenderer = new THREE.WebGLRenderer({ + alpha: true, + antialias: true, + }); + axisRenderer.setSize(150, 150); // Increased size from 100x100 to 150x150 + axisRenderer.setClearColor(0x000000, 0); // Transparent background + axisRenderer.domElement.style.position = "absolute"; + axisRenderer.domElement.style.bottom = "10px"; + axisRenderer.domElement.style.right = "10px"; + axisRenderer.domElement.style.pointerEvents = "none"; + axisRenderer.domElement.style.zIndex = "1000"; + + gl.domElement.parentElement.appendChild(axisRenderer.domElement); + rendererRef.current = axisRenderer; + + const axisScene = new THREE.Scene(); + const axisCamera = new THREE.PerspectiveCamera(50, 1, 0.1, 1000); + axisCamera.position.set(0, 0, 3); + + axisSceneRef.current = axisScene; + axisCameraRef.current = axisCamera; + + const axisGroup = new THREE.Group(); + + const xArrowGeometry = new THREE.ConeGeometry(0.05, 0.2, 8); + const xArrowMaterial = new THREE.MeshBasicMaterial({ color: 0xff0000 }); + const xArrow = new THREE.Mesh(xArrowGeometry, xArrowMaterial); + xArrow.position.set(0.7, 0, 0); + xArrow.rotation.z = -Math.PI / 2; + + const xLineGeometry = new THREE.CylinderGeometry(0.01, 0.01, 0.6, 8); + const xLineMaterial = new THREE.MeshBasicMaterial({ color: 0xff0000 }); + const xLine = new THREE.Mesh(xLineGeometry, xLineMaterial); + xLine.position.set(0.3, 0, 0); + xLine.rotation.z = Math.PI / 2; + + const yArrowGeometry = new THREE.ConeGeometry(0.05, 0.2, 8); + const yArrowMaterial = new THREE.MeshBasicMaterial({ color: 0x00ff00 }); + const yArrow = new THREE.Mesh(yArrowGeometry, yArrowMaterial); + yArrow.position.set(0, 0.7, 0); + + const yLineGeometry = new THREE.CylinderGeometry(0.01, 0.01, 0.6, 8); + const yLineMaterial = new THREE.MeshBasicMaterial({ color: 0x00ff00 }); + const yLine = new THREE.Mesh(yLineGeometry, yLineMaterial); + yLine.position.set(0, 0.3, 0); + + const zArrowGeometry = new THREE.ConeGeometry(0.05, 0.2, 8); + const zArrowMaterial = new THREE.MeshBasicMaterial({ color: 0x0000ff }); + const zArrow = new THREE.Mesh(zArrowGeometry, zArrowMaterial); + zArrow.position.set(0, 0, -0.7); + zArrow.rotation.x = -Math.PI / 2; + + const zLineGeometry = new THREE.CylinderGeometry(0.01, 0.01, 0.6, 8); + const zLineMaterial = new THREE.MeshBasicMaterial({ color: 0x0000ff }); + const zLine = new THREE.Mesh(zLineGeometry, zLineMaterial); + zLine.position.set(0, 0, -0.3); + zLine.rotation.x = Math.PI / 2; + + // Create simple text sprites for labels + const createTextSprite = (text, color, position) => { + const canvas = document.createElement("canvas"); + const context = canvas.getContext("2d"); + canvas.width = 64; + canvas.height = 64; + + context.fillStyle = color; + context.font = "Bold 40px Arial"; + context.textAlign = "center"; + context.fillText(text, 32, 40); + + const texture = new THREE.CanvasTexture(canvas); + const material = new THREE.SpriteMaterial({ map: texture }); + const sprite = new THREE.Sprite(material); + sprite.position.copy(position); + sprite.scale.set(0.3, 0.3, 1); + + return sprite; + }; + + const xLabel = createTextSprite( + "X", + "#ff0000", + new THREE.Vector3(0.9, 0, 0) + ); + const yLabel = createTextSprite( + "Y", + "#00ff00", + new THREE.Vector3(0, 0.9, 0) + ); + const zLabel = createTextSprite( + "Z", + "#0000ff", + new THREE.Vector3(0, 0, -0.9) + ); + + axisGroup.add( + xArrow, + xLine, + xLabel, + yArrow, + yLine, + yLabel, + zArrow, + zLine, + zLabel + ); + + axisScene.add(axisGroup); + axisGroupRef.current = axisGroup; + + const ambientLight = new THREE.AmbientLight(0xffffff, 0.8); + const directionalLight = new THREE.DirectionalLight(0xffffff, 1.0); + directionalLight.position.set(1, 1, 1); + axisScene.add(ambientLight, directionalLight); + + return () => { + if (rendererRef.current && rendererRef.current.domElement.parentElement) { + rendererRef.current.domElement.parentElement.removeChild( + rendererRef.current.domElement + ); + } + }; + }, [gl]); + + useFrame(() => { + if ( + axisGroupRef.current && + axisCameraRef.current && + rendererRef.current && + axisSceneRef.current + ) { + if (orthographicView) { + switch (orthographicView) { + // Original orthographic views + case "XY": + axisGroupRef.current.rotation.set(0, 0, 0); + break; + case "YZ": + axisGroupRef.current.rotation.set(0, Math.PI / 2, 0); + break; + case "ZX": + axisGroupRef.current.rotation.set(-Math.PI / 2, 0, 0); + break; + + // NEW: 6 random angle rotations to match camera positions + case "ANGLE1": + axisGroupRef.current.rotation.set(-0.4, 0.6, 0.2); + break; + case "ANGLE2": + axisGroupRef.current.rotation.set(-0.5, -0.8, -0.1); + break; + case "ANGLE3": + axisGroupRef.current.rotation.set(0.3, 0.9, 0.4); + break; + case "ANGLE4": + axisGroupRef.current.rotation.set(0.6, -1.1, -0.3); + break; + case "ANGLE5": + axisGroupRef.current.rotation.set(-0.8, 0.3, 3.0); + break; + case "ANGLE6": + axisGroupRef.current.rotation.set(0.2, -1.4, 2.8); + break; + + default: + axisGroupRef.current.quaternion.copy(camera.quaternion); + } + } else { + // Default behavior: follow camera rotation + axisGroupRef.current.quaternion.copy(camera.quaternion); + } + + // Keep the axis camera in a fixed position + axisCameraRef.current.position.set(0, 0, 3); + axisCameraRef.current.lookAt(0, 0, 0); + + // Render the axis widget + rendererRef.current.render(axisSceneRef.current, axisCameraRef.current); + } + }); + + return null; +}; + +export default AxisHelperWidget; diff --git a/frontend/src/modules/shared/components/diagrams/B2BEndPlateDetailingDiagram.jsx b/frontend/src/modules/shared/components/diagrams/B2BEndPlateDetailingDiagram.jsx new file mode 100644 index 000000000..52ac30782 --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/B2BEndPlateDetailingDiagram.jsx @@ -0,0 +1,145 @@ +/* eslint-disable react/prop-types */ + +const B2BEndPlateDetailingDiagram = ({ + plateHeight = 400, + plateThickness = 12, + beamDepth = 300, + beamFlangeThick = 14, + stiffenerHeight = 60, + stiffenerThickness = 10, + endplateType = 'Flushed - Reversible Moment (Symmetric)', +}) => { + const W = 520; + const H = 420; + const margin = 60; + + const isFlushed = String(endplateType).startsWith('Flushed'); + const isOneWay = String(endplateType).startsWith('Extended One'); + + const availH = H - 2 * margin; + const scale = Math.min(availH / plateHeight, 1.0); + + const pH = plateHeight * scale; + const pT = Math.max(plateThickness * scale, 4); + const bD = beamDepth * scale; + const bfT = beamFlangeThick * scale; + const sH = stiffenerHeight * scale; + const sT = Math.max(stiffenerThickness * scale, 4); + + const cx = W / 2; + const startX = cx - pT; + const startY = (H - pH) / 2; + + const beamDisplayWidth = Math.min(bD * 0.45, 120); + const beamY = isFlushed ? startY + 12.5 * scale : startY + sH; + const beamHeight = isFlushed + ? pH - 2 * 12.5 * scale + : (isOneWay ? pH - sH - 12.5 * scale : pH - 2 * sH); + + const flangeTopY = beamY + bfT; + const flangeBottomY = beamY + beamHeight - bfT; + + const rightPlateRightEdge = startX + 2 * pT; + const leftBeamLeftEdge = startX - beamDisplayWidth; + const rightBeamRightEdge = rightPlateRightEdge + beamDisplayWidth; + const halfST = sT / 2; + + const plateColor = '#3b82f6'; + const beamColor = '#f97316'; + const stiffenerColor = '#ef4444'; + const dimColor = '#6b7280'; + + const arrowPath = (x1, y1, x2, y2, isVertical) => { + const sz = 5; + if (isVertical) { + return `M${x1},${y1} L${x2},${y2} + M${x1 - sz / 2},${y1 + sz} L${x1},${y1} L${x1 + sz / 2},${y1 + sz} + M${x2 - sz / 2},${y2 - sz} L${x2},${y2} L${x2 + sz / 2},${y2 - sz}`; + } + return `M${x1},${y1} L${x2},${y2} + M${x1 + sz},${y1 - sz / 2} L${x1},${y1} L${x1 + sz},${y1 + sz / 2} + M${x2 - sz},${y2 - sz / 2} L${x2},${y2} L${x2 - sz},${y2 + sz / 2}`; + }; + + const HorizDim = ({ x1, y, x2, label }) => ( + + + + + {label} + + ); + + const VertDim = ({ x, y1, y2, label }) => ( + + + + + + {label} + + + ); + + return ( + + + + + + + + + + {isFlushed && ( + <> + + + + )} + + {isOneWay && ( + <> + + + + + + )} + + {!isFlushed && !isOneWay && ( + <> + + + + + + + + )} + + + + + + + + {!isFlushed && sH > 8 && ( + + )} + + End Plates + Beam + Beam + + ); +}; + +export default B2BEndPlateDetailingDiagram; diff --git a/frontend/src/modules/shared/components/diagrams/BasePlateSketch.jsx b/frontend/src/modules/shared/components/diagrams/BasePlateSketch.jsx new file mode 100644 index 000000000..26113dfa8 --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/BasePlateSketch.jsx @@ -0,0 +1,346 @@ +/* eslint-disable react/prop-types */ +import { useMemo } from "react"; + +const VIEWBOX_WIDTH = 600; +const VIEWBOX_HEIGHT = 400; +const MARGIN = 80; + +const toNumber = (value, fallback = 0) => { + if (value === null || value === undefined || value === "") { + return fallback; + } + const num = Number(value); + return Number.isFinite(num) ? num : fallback; +}; + +const DimensionText = ({ x, y, text, anchor = "middle", rotation = 0 }) => ( + + {text} + +); + +const BasePlateSketch = ({ + plateLength, + plateWidth, + plateThickness, + columnDepth, + columnWidth, + columnTf, + columnTw, + noOcfBolts, + diaOcfBolt, + edgeOcf, + endOcf, + noIcfBolts, + diaIcfBolt, + edgeIcf, + endIcf, + memberDesignation = "", + className = "", +}) => { + const params = useMemo(() => { + const pL = toNumber(plateLength); + const pW = toNumber(plateWidth); + const colD = toNumber(columnDepth); + const colB = toNumber(columnWidth); + const colTf = toNumber(columnTf); + const colTw = toNumber(columnTw); + + if (pL <= 0 || pW <= 0) { + return { error: "Missing base plate dimensions" }; + } + + // Pedestal has a default 100mm padding around base plate + const pedL = pL + 200; + const pedW = pW + 200; + + // Detect column type from designation + const des = String(memberDesignation).toUpperCase(); + let colType = "I-Section"; + if (des.includes("SHS")) { + colType = "SHS"; + } else if (des.includes("RHS")) { + colType = "RHS"; + } else if (des.includes("CHS")) { + colType = "CHS"; + } + + return { + pL, + pW, + colD, + colB, + colTf, + colTw, + pedL, + pedW, + colType, + }; + }, [plateLength, plateWidth, columnDepth, columnWidth, columnTf, columnTw, memberDesignation]); + + if (params.error) { + return ( +
    + Dimensions Unavailable +
    + ); + } + + // Scaling + const usableWidth = VIEWBOX_WIDTH - 2 * MARGIN; + const usableHeight = VIEWBOX_HEIGHT - 2 * MARGIN; + const scaleX = usableWidth / params.pedL; + const scaleY = usableHeight / params.pedW; + const scale = Math.min(scaleX, scaleY); + + const offsetX = (VIEWBOX_WIDTH - params.pedL * scale) / 2; + const offsetY = (VIEWBOX_HEIGHT - params.pedW * scale) / 2; + + // Center of base plate & pedestal + const cX = offsetX + (params.pedL * scale) / 2; + const cY = offsetY + (params.pedW * scale) / 2; + + // Base Plate box + const bpX = offsetX + 100 * scale; + const bpY = offsetY + 100 * scale; + const bpW = params.pL * scale; + const bpH = params.pW * scale; + + // Bolts positioning helper + const getBolts = (count, edge, end) => { + const num = toNumber(count); + const ed = toNumber(edge); + const en = toNumber(end); + if (num <= 0 || ed <= 0 || en <= 0) return []; + + const positions = []; + if (num === 2) { + positions.push({ x: params.pL / 2, y: en }); + positions.push({ x: params.pL / 2, y: params.pW - en }); + } else if (num >= 4) { + positions.push({ x: ed, y: en }); + positions.push({ x: params.pL - ed, y: en }); + positions.push({ x: ed, y: params.pW - en }); + positions.push({ x: params.pL - ed, y: params.pW - en }); + + if (num === 6) { + positions.push({ x: params.pL / 2, y: en }); + positions.push({ x: params.pL / 2, y: params.pW - en }); + } else if (num === 8) { + positions.push({ x: params.pL / 2, y: en }); + positions.push({ x: params.pL / 2, y: params.pW - en }); + positions.push({ x: ed, y: params.pW / 2 }); + positions.push({ x: params.pL - ed, y: params.pW / 2 }); + } + } + return positions; + }; + + const ocfBolts = getBolts(noOcfBolts, edgeOcf, endOcf, true); + const icfBolts = getBolts(noIcfBolts, edgeIcf, endIcf, false); + + // Render anchor bolt graphic + const renderAnchor = (x, y, dia, key) => { + const r = Math.max(4, (toNumber(dia, 20) / 2) * scale); + const cx = bpX + x * scale; + const cy = bpY + y * scale; + return ( + + + + + + + ); + }; + + // Dimension lines helper + + return ( + + + + + + + + + + + {/* Concrete Pedestal Outer Box */} + + + {/* Base Plate */} + + + {/* Column Shape */} + {params.colType === "CHS" && params.colD > 0 && ( + + {/* Outer circle */} + + {/* Inner circle */} + {params.colTw > 0 && ( + + )} + + )} + + {params.colType === "SHS" && params.colD > 0 && ( + + {/* Outer box */} + + {/* Inner offset box */} + {params.colTw > 0 && ( + + )} + + )} + + {params.colType === "RHS" && params.colD > 0 && params.colB > 0 && ( + + {/* Outer box */} + + {/* Inner box */} + {params.colTw > 0 && ( + + )} + + )} + + {params.colType === "I-Section" && params.colD > 0 && params.colB > 0 && ( + + {/* Web */} + + {/* Top flange */} + + {/* Bottom flange */} + + + )} + + {/* Anchor Bolts */} + {ocfBolts.map((b, i) => renderAnchor(b.x, b.y, diaOcfBolt, `ocf-${i}`))} + {icfBolts.map((b, i) => renderAnchor(b.x, b.y, diaIcfBolt, `icf-${i}`))} + + {/* Dimensions & Labels */} + {/* Horizontal length of plate */} + + + + + + {/* Vertical width of plate */} + + + + + + {/* Outside Anchor Spacing Labels */} + {ocfBolts.length > 0 && ( + + {/* End distance vertical label */} + + + + + {/* Edge distance horizontal label */} + + + + + )} + + {/* Pedestal description label */} + + Concrete Pedestal: {params.pedL.toFixed(0)}x{params.pedW.toFixed(0)} mm + + + Base Plate: {params.pL.toFixed(0)}x{params.pW.toFixed(0)}x{toNumber(plateThickness).toFixed(0)} mm + + + ); +}; + +export default BasePlateSketch; diff --git a/frontend/src/modules/shared/components/diagrams/CapacityDiagram.jsx b/frontend/src/modules/shared/components/diagrams/CapacityDiagram.jsx new file mode 100644 index 000000000..9ef2b49fc --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/CapacityDiagram.jsx @@ -0,0 +1,143 @@ +/* eslint-disable react/prop-types */ +import SpacingDiagram from "./SpacingDiagram"; + +/** + * CapacityDiagram wraps SpacingDiagram and layers failure paths (block shear, yielding, rupture lines) + * on top of the computed SVG bolt grid coordinates. + */ +const CapacityDiagram = ({ fracturePattern, ...props }) => { + return ( + + {({ offsetX, offsetY, scale, boltColsPositions, boltRowsPositions, numericParams }) => { + if (!boltColsPositions.length || !boltRowsPositions.length) { + return null; + } + + // We use the leftmost column for fracture path logic, mirroring if origin is right. + const x_cut = offsetX + boltColsPositions[0] * scale; + const y_top_bolt = offsetY + boltRowsPositions[0] * scale; + const y_bot_bolt = offsetY + boltRowsPositions[boltRowsPositions.length - 1] * scale; + const w_pixel = offsetX + numericParams.width * scale; + const h_pixel = offsetY + numericParams.height * scale; + const x_left_edge = offsetX; + + const paths = []; + + if (fracturePattern === "shear") { + // Failure Pattern due to Shear in Plate (left weld, right free edge) + // Vertical line: top bolt -> bottom plate edge + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: x_cut, + y2: h_pixel, + }); + // Horizontal line: top bolt -> right plate edge + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: w_pixel, + y2: y_top_bolt, + }); + } else if (fracturePattern === "tension") { + // Failure Pattern due to Tension in Plate (left weld, right free edge) + // Vertical line: top bolt -> bottom bolt + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: x_cut, + y2: y_bot_bolt, + }); + // Horizontal line: top bolt -> right plate edge + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: w_pixel, + y2: y_top_bolt, + }); + // Horizontal line: bottom bolt -> right plate edge + paths.push({ + x1: x_cut, + y1: y_bot_bolt, + x2: w_pixel, + y2: y_bot_bolt, + }); + } else if (fracturePattern === "section-shear") { + // Failure Pattern in Section Shear (right weld/interface, left free edge) + // Vertical line: top bolt -> bottom edge + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: x_cut, + y2: h_pixel, + }); + // Horizontal line: left plate edge -> top bolt + paths.push({ + x1: x_left_edge, + y1: y_top_bolt, + x2: x_cut, + y2: y_top_bolt, + }); + } else if (fracturePattern === "section-tension") { + // Failure Pattern in Section Tension (right weld/interface, left free edge) + // Vertical line: top bolt -> bottom bolt + paths.push({ + x1: x_cut, + y1: y_top_bolt, + x2: x_cut, + y2: y_bot_bolt, + }); + // Horizontal line: left plate edge -> top bolt + paths.push({ + x1: x_left_edge, + y1: y_top_bolt, + x2: x_cut, + y2: y_top_bolt, + }); + // Horizontal line: left plate edge -> bottom bolt + paths.push({ + x1: x_left_edge, + y1: y_bot_bolt, + x2: x_cut, + y2: y_bot_bolt, + }); + } else if (fracturePattern === "section-block-shear") { + // Block Shear in Supporting Section / Copied beam flange (Beam-Beam) + // Vertical line: top plate edge -> bottom bolt + paths.push({ + x1: x_cut, + y1: offsetY, + x2: x_cut, + y2: y_bot_bolt, + }); + // Horizontal line: left plate edge -> bottom bolt + paths.push({ + x1: x_left_edge, + y1: y_bot_bolt, + x2: x_cut, + y2: y_bot_bolt, + }); + } + + return ( + + {paths.map((p, idx) => ( + + ))} + + ); + }} + + ); +}; + +export default CapacityDiagram; diff --git a/frontend/src/modules/shared/components/diagrams/CleatBoltCapacityDiagram.jsx b/frontend/src/modules/shared/components/diagrams/CleatBoltCapacityDiagram.jsx new file mode 100644 index 000000000..7fde84eeb --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/CleatBoltCapacityDiagram.jsx @@ -0,0 +1,212 @@ +/* eslint-disable react/prop-types */ + +/** + * CleatBoltCapacityDiagram renders the bolt-capacity failure pattern drawing + * that matches the desktop GUI's CleatAngleCapacityDetails dialog. + * + * Shows TWO bolt-grid sketches stacked vertically: + * 1. Shear failure ā€” dashed lines going from top-bolt to bottom plate edge + * 2. Tension failure ā€” dashed lines between top and bottom bolts + * + * Props: + * - leg: "supported" | "supporting" ā€” controls which pattern is drawn + * - plateHeight: height (mm) of the cleat angle leg (Plate.Height) + * - boltRows: number of bolt rows + * - boltCols: number of bolt columns + * - pitch: bolt pitch distance (mm) + * - end: bolt end distance (mm) + * - edge: bolt edge distance (mm) + * - gauge1: first gauge distance from leg root (mm) + * - gauge2: second gauge / pitch perpendicular (mm) + * - holeDiameter: bolt hole diameter (mm) + * - angleDesignation: e.g. "75 75 6" ā€” leg lengths from first two digits + */ + +const PLATE_W = 160; +const PLATE_H = 230; +const STRIP_W = 14; +const START_Y = 30; + +const toNum = (v, fallback = 0) => { + const n = Number(v); + return Number.isFinite(n) ? n : fallback; +}; + +// Minimal annotation arrow + + +const VertDim = ({ x, y1, y2, label }) => { + if (Math.abs(y2 - y1) < 4) return null; + const mid = (y1 + y2) / 2; + return ( + + + + + {label} + + ); +}; + +const PlatePanel = ({ x, stripOnLeft = false }) => ( + + + {stripOnLeft + ? + : + } + +); + +const BlueBolt = ({ cx, cy }) => ( + +); + +function BoltGrid({ x, topBoltY, botBoltY, rows }) { + const bolts = []; + const boltX = x + PLATE_W / 2; + if (rows >= 1) bolts.push(); + if (rows >= 2) bolts.push(); + return {bolts}; +} + +function ShearFailureLines({ x, topBoltY, botBoltY, leg }) { + const boltX = x + PLATE_W / 2; + const bottomEdge = START_Y + PLATE_H; + const dashStyle = { stroke: "#222", strokeWidth: 2, strokeDasharray: "8 5" }; + if (leg === "supported") { + // Vertical from top-bolt to bottom edge, horizontal to plate edge + return ( + + + + + ); + } else { + // Supporting: horizontal from top-bolt to leg side, vertical to bottom edge + return ( + + + + + ); + } +} + +function TensionFailureLines({ x, topBoltY, botBoltY, leg }) { + const boltX = x + PLATE_W / 2; + const dashStyle = { stroke: "#222", strokeWidth: 2, strokeDasharray: "8 5" }; + const leftEdge = x; + const rightEdge = x + PLATE_W; + // Both legs: vertical between bolts, horizontals at both bolt levels + if (leg === "supported") { + return ( + + + + + + ); + } else { + return ( + + + + + + ); + } +} + +function CapPanel({ mode, leg, topBoltY, botBoltY, leftX, rightX }) { + const stripOnRight = leg === "supported"; // supported: strip on right (plate connects to beam) + return ( + + {/* Left angle representation */} + + {/* Right angle representation */} + + + {mode === "shear" + ? <> + + + + : <> + + + + } + + + + + ); +} + +const CleatBoltCapacityDiagram = ({ + leg = "supported", + boltRows, + pitch, + end, + className = "", +}) => { + const rows = toNum(boltRows, 2); + const endV = toNum(end, 40); + const pitchV = toNum(pitch, 60); + + // Clamp bolt positions into fixed sketch space + const topBoltY = START_Y + 60; + const botBoltY = rows >= 2 ? START_Y + 170 : topBoltY; + + const leftX = 30; + const rightX = 270; + const FULL_W = rightX + PLATE_W + 60; + const PANEL_H = START_Y + PLATE_H + 50; + + return ( +
    + {/* Shear failure panel */} +
    +

    Failure Pattern due to Shear

    + + + {/* Dim annotations */} + {endV > 0 && } + {pitchV > 0 && rows >= 2 && } + +
    + + {/* Tension failure panel */} +
    +

    Failure Pattern due to Tension

    + + + {endV > 0 && } + {pitchV > 0 && rows >= 2 && } + {endV > 0 && } + +
    + + {/* Legend */} +
    +
    + + Failure path +
    +
    + + Bolt +
    +
    + + Angle thickness +
    +
    +
    + ); +}; + +export default CleatBoltCapacityDiagram; diff --git a/frontend/src/modules/shared/components/diagrams/CleatSectionCapacityDiagram.jsx b/frontend/src/modules/shared/components/diagrams/CleatSectionCapacityDiagram.jsx new file mode 100644 index 000000000..d0f866e1f --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/CleatSectionCapacityDiagram.jsx @@ -0,0 +1,96 @@ +/* eslint-disable react/prop-types */ + +const BlueBolt = ({ cx, cy }) => ( + +); + +const CleatSectionCapacityDiagram = ({ + connectivity = "Beam-Column", + pitch = 60, + end = 40, + edge = 50, + className = "", +}) => { + const isBeamBeam = connectivity === "Beam-Beam"; + + // Calculate coordinates for the second diagram (block shear) + const p = Number(pitch) || 60; + const e = Number(end) || 40; + const ed = Number(edge) || 50; + + const totalRealH = 2 * e + p; + const scale = totalRealH > 0 ? 420 / totalRealH : 1; + + const weldW = 18; + const plateX = 80; + const plateY = 80; + const plateW = 280; + + const boltX = plateX + weldW + ed * scale; + const topBoltY = plateY + e * scale; + const botBoltY = plateY + (e + p) * scale; + + return ( +
    + {/* Main Section Capacity Diagram */} +
    +

    Failure Pattern in Section

    + + {/* I-Beam Profile */} + {/* Top Flange: cx=365, w=360, t=18, y=150 */} + + {/* Web: cx=365, w=14, y1=168, y2=700 */} + + {/* Bottom Flange: cx=365, w=360, t=18, y=700 */} + + + {/* Cleat Angles */} + {/* Left Angle: x=180, w=190, y=220, h=340 */} + + {/* Right Angle: x=360, w=190, y=220, h=340 */} + + + {/* Weld Strips */} + {/* Left Weld: x=cx - web_t/2 - 10, y=220, w=10, h=340 */} + + {/* Right Weld: x=cx + web_t/2, y=220, w=10, h=340 */} + + + {/* Dashed boundary pattern */} + + + {/* Bolts */} + + + + + +
    + + {/* Optional Block Shear Diagram for Beam-Beam connectivity */} + {isBeamBeam && ( +
    +

    Failure Pattern due to Block Shear in Section

    + + {/* Plate */} + + {/* Weld Strip */} + + + {/* Fracture path (L-shape) */} + {/* Vertical from plate top to bottom bolt */} + + {/* Horizontal from bottom bolt to weld strip edge */} + + + {/* Bolts */} + + + +
    + )} +
    + ); +}; + +export default CleatSectionCapacityDiagram; diff --git a/frontend/src/modules/shared/components/diagrams/SeatedSectionCapacityDiagram.jsx b/frontend/src/modules/shared/components/diagrams/SeatedSectionCapacityDiagram.jsx new file mode 100644 index 000000000..238519c3f --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/SeatedSectionCapacityDiagram.jsx @@ -0,0 +1,130 @@ +/* eslint-disable react/prop-types */ + +const BlueBolt = ({ cx, cy }) => ( + +); + +const SeatedSectionCapacityDiagram = ({ + gauge = 70.0, + className = "", +}) => { + const gVal = Number(gauge) || 70.0; + + // Coordinates based on the desktop client geometry + const leftOuter1 = 75; + const leftOuter2 = 82; + const rightOuter1 = 258; + const rightOuter2 = 265; + + const topY = 70; + const botY = 560; + + const topPlateX = 115; + const topPlateY = 95; + const plateW = 110; + const plateH = 60; + const botPlateY = 390; + + // Bolts centered wrt plate + const plateCx = topPlateX + plateW / 2; + let leftBoltX = plateCx - gVal / 2; + let rightBoltX = plateCx + gVal / 2; + + // Boundary limits to keep bolts within the plate visually + const leftLimit = topPlateX + 12; + const rightLimit = topPlateX + plateW - 12; + if (leftBoltX < leftLimit || rightBoltX > rightLimit) { + leftBoltX = topPlateX + 20; + rightBoltX = topPlateX + plateW - 20; + } + + const topBoltY = 125; + const bottomBoltY = 420; + + const topBolts = [[leftBoltX, topBoltY], [rightBoltX, topBoltY]]; + const bottomBolts = [[leftBoltX, bottomBoltY], [rightBoltX, bottomBoltY]]; + + const webTop = topPlateY + plateH + 5; + const webBottom = botPlateY - 5; + const innerGap = 5.0; + const innerLeftX = plateCx - innerGap / 2; + const innerRightX = plateCx + innerGap / 2; + + return ( +
    +

    + Failure Pattern in Section +

    + + {/* Steel Section Outline (Vertical lines) */} + + + + + + {/* Top Plate */} + + + + + {/* Bottom Plate */} + + + + + {/* Supported section rectangle */} + + + + {/* Inner web gap lines */} + + + + {/* Failure Paths (Dashed lines connecting bolts) */} + + + + + + {/* Bolts */} + + + + + + {/* Dimensions */} + {/* Horizontal Dimensions at top */} + + + + + {/* Dimension labels */} + + {((leftBoltX - topPlateX) / scaleFactor(gVal)).toFixed(1)} + + + {gVal.toFixed(1)} + + + {((topPlateX + plateW - rightBoltX) / scaleFactor(gVal)).toFixed(1)} + + + {/* Total plate width */} + + + {plateW.toFixed(1)} mm + + +
    + ); +}; + +// Simple scale factor helper to make dimension readings relative +const scaleFactor = () => { + return 1; +}; + +export default SeatedSectionCapacityDiagram; diff --git a/frontend/src/modules/shared/components/diagrams/SpacingDiagram.jsx b/frontend/src/modules/shared/components/diagrams/SpacingDiagram.jsx new file mode 100644 index 000000000..b9c55777d --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/SpacingDiagram.jsx @@ -0,0 +1,721 @@ +/* eslint-disable react/prop-types */ +import { useMemo } from "react"; + +/** + * Renders an SVG based spacing diagram similar to the desktop client. + * + * Expected props: + * - plateWidth, plateHeight (mm) + * - rows, cols (integers) + * - edge (mm) distance from origin edge to first bolt centre + * - end (mm) distance from reference edge to first bolt centre vertically + * - pitch (mm) distance between bolt rows (optional) + * - gauge (number or array) distance(s) between bolt columns (optional) + * - holeDiameter (mm) + * - origin ("left" | "right") indicates which plate edge the horizontal gauge begins from + * - weldSize (mm) optional for showing weld strip + * + * Any missing parameter will gracefully fallback to centred placement. + */ +const VIEWBOX_WIDTH = 600; +const VIEWBOX_HEIGHT = 400; +const MARGIN = 70; + +const toNumber = (value, fallback = 0) => { + if (value === null || value === undefined || value === "") { + return fallback; + } + const num = Number(value); + return Number.isFinite(num) ? num : fallback; +}; + + + +const distributeWithGauge = (count, origin, edge, plateWidth, gaugeValues) => { + if (count <= 0) { + return []; + } + + if (count === 1) { + return [plateWidth / 2]; + } + + const gauges = gaugeValues.length ? gaugeValues : [plateWidth / (count + 1)]; + const positions = []; + + if (origin === "right") { + let current = plateWidth - edge; + positions.push(current); + for (let i = 1; i < count; i += 1) { + const gauge = gauges[(i - 1) % gauges.length] || gauges[gauges.length - 1]; + current -= gauge; + positions.push(current); + } + } else { + let current = edge; + positions.push(current); + for (let i = 1; i < count; i += 1) { + const gauge = gauges[(i - 1) % gauges.length] || gauges[gauges.length - 1]; + current += gauge; + positions.push(current); + } + } + + return positions; +}; + +const distributeRows = (rows, end, pitch, plateHeight) => { + if (rows <= 0) { + return []; + } + + if (rows === 1) { + return [plateHeight / 2]; + } + + const positions = []; + let current = end; + const increment = pitch > 0 ? pitch : (plateHeight - 2 * end) / Math.max(rows - 1, 1); + for (let i = 0; i < rows; i += 1) { + positions.push(current); + current += increment; + } + return positions; +}; + +const distributeSymmetric = (count, edge, pitch, totalLength) => { + if (count <= 0) { + return []; + } + + if (count === 1) { + return [totalLength / 2]; + } + + const P = pitch > 0 ? pitch : (totalLength - 2 * edge) / Math.max(count - 1, 1); + const positions = []; + + const mid = (count - 1) / 2; + for (let i = 0; i < count; i += 1) { + if (i < mid) { + positions.push(edge + i * P); + } else if (i === mid) { + positions.push(totalLength / 2); + } else { + positions.push(totalLength - edge - (count - 1 - i) * P); + } + } + + return positions; +}; + +const DimensionText = ({ x, y, text, anchor = "middle" }) => ( + + {text} + +); + +const renderDetailedDimensions = ( + params, + boltColsPositions, + boltRowsPositions, + offsetX, + offsetY, + scale, + origin +) => { + const dimColor = "#000"; + const hOffset = 35; + const vOffset = 45; + const extLength = 8; + const textOffset = 16; + + const elements = []; + + // Horizontal dimensions (top of plate) + if (boltColsPositions.length > 0) { + const firstBoltX = boltColsPositions[0]; + const lastBoltX = boltColsPositions[boltColsPositions.length - 1]; + const dimY = offsetY - hOffset; + + // Edge distances + const leftEdgeStart = offsetX; + const leftEdgeEnd = offsetX + firstBoltX * scale; + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + + const rightEdgeStart = offsetX + lastBoltX * scale; + const rightEdgeEnd = offsetX + params.width * scale; + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + + // Gauge distances between bolts (only if multiple columns) + for (let i = 0; i < boltColsPositions.length - 1; i += 1) { + const x1 = offsetX + boltColsPositions[i] * scale; + const x2 = offsetX + boltColsPositions[i + 1] * scale; + const gaugeValue = Math.abs(boltColsPositions[i + 1] - boltColsPositions[i]); + + // Extension lines + elements.push( + + ); + elements.push( + + ); + + elements.push( + + ); + + elements.push( + + ); + } + + // Overall width dimension (bottom) + const widthDimY = offsetY + params.height * scale + hOffset; + + elements.push( + + ); + elements.push( + + ); + + elements.push( + + ); + + elements.push( + + ); + } + + // Vertical dimensions (right side of plate) + if (boltRowsPositions.length > 0) { + const firstBoltY = boltRowsPositions[0]; + const lastBoltY = boltRowsPositions[boltRowsPositions.length - 1]; + const dimX = offsetX + params.width * scale + vOffset; + + // Top end distance + const topY = offsetY; + const topBoltY = offsetY + firstBoltY * scale; + + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + + // Pitch distances between bolt rows (only if multiple rows) + for (let i = 0; i < boltRowsPositions.length - 1; i += 1) { + const y1 = offsetY + boltRowsPositions[i] * scale; + const y2 = offsetY + boltRowsPositions[i + 1] * scale; + const pitchValue = Math.abs(boltRowsPositions[i + 1] - boltRowsPositions[i]); + + elements.push( + + ); + elements.push( + + ); + + elements.push( + + ); + + elements.push( + + ); + } + + // Bottom end distance + const bottomBoltY = offsetY + lastBoltY * scale; + const bottomY = offsetY + params.height * scale; + + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + elements.push( + + ); + + // Overall height dimension (left side) + const heightDimX = offsetX - vOffset; + + elements.push( + + ); + elements.push( + + ); + + elements.push( + + ); + + elements.push( + + ); + } + + return <>{elements}; +}; + +const SpacingDiagram = ({ + plateWidth, + plateHeight, + rows, + cols, + edge, + end, + pitch, + gauge, + holeDiameter, + origin = "left", + weldSize = 0, + layout = "linear", + angleDesignation = "", + drawAngleThickness = "none", + className = "", + children, +}) => { + const numericParams = useMemo(() => { + const boltRows = Math.max(1, Math.round(toNumber(rows, 1))); + const boltCols = Math.max(1, Math.round(toNumber(cols, 1))); + + let gaugeValues = []; + if (Array.isArray(gauge)) { + gaugeValues = gauge + .map((value) => toNumber(value)) + .filter((value) => Number.isFinite(value) && value > 0); + } else if (gauge !== undefined && gauge !== null && gauge !== "") { + const numericGauge = toNumber(gauge); + if (Number.isFinite(numericGauge) && numericGauge > 0) { + gaugeValues = [numericGauge]; + } + } + + const edgeRaw = toNumber(edge); + const edgeDist = Number.isFinite(edgeRaw) && edgeRaw > 0 ? edgeRaw : undefined; + + const endRaw = toNumber(end); + const endDist = Number.isFinite(endRaw) && endRaw > 0 ? endRaw : undefined; + + const pitchRaw = toNumber(pitch); + const pitchDist = Number.isFinite(pitchRaw) && pitchRaw > 0 ? pitchRaw : undefined; + + let angleThickness = 0; + let angleLegSize = 0; + if (angleDesignation) { + const parts = String(angleDesignation).split(/x/i).map(p => parseFloat(p.trim())); + if (parts.length >= 3) { + angleLegSize = parts[0]; + angleThickness = parts[2]; + } + } + + // All calculations should come from osdag_core - no fallback calculations + let width = toNumber(plateWidth); + if (width <= 0 && angleLegSize > 0) { + width = angleLegSize; + } + let height = toNumber(plateHeight); + if (height <= 0 && angleLegSize > 0) { + height = angleLegSize; + } + + // If required dimensions are missing, return early with error state + if (!Number.isFinite(width) || !Number.isFinite(height) || width <= 0 || height <= 0) { + console.warn('SpacingDiagram: Missing required plateWidth or plateHeight from backend'); + return { + width: 0, + height: 0, + boltRows, + boltCols, + edgeDist: edgeDist || 0, + endDist: endDist || 0, + pitchDist: pitchDist || 0, + gaugeValues, + holeDia: 0, + weld: Math.max(0, toNumber(weldSize, 0)), + error: 'Missing plate dimensions from backend', + angleThickness: 0, + angleLegSize: 0, + }; + } + + // Hole diameter should come from backend, but if missing use 0 (no holes for welded connections) + const holeDia = toNumber(holeDiameter); + + // All gauge values should come from backend - no fallback normalization + if (!gaugeValues.length) { + // If no gauge values from backend, use the provided gauge value + const singleGauge = toNumber(gauge); + if (Number.isFinite(singleGauge) && singleGauge > 0) { + gaugeValues = [singleGauge]; + } + } + + return { + width, + height, + boltRows, + boltCols, + edgeDist: edgeDist || 0, + endDist: endDist || 0, + pitchDist: pitchDist || 0, + gaugeValues, + holeDia: holeDia || 0, + weld: Math.max(0, toNumber(weldSize, 0)), + layout, + angleThickness, + angleLegSize, + }; + }, [plateWidth, plateHeight, rows, cols, edge, end, pitch, gauge, holeDiameter, weldSize, layout, angleDesignation]); + + const scale = useMemo(() => { + if (numericParams.error || numericParams.width <= 0 || numericParams.height <= 0) { + return 1; + } + const usableWidth = VIEWBOX_WIDTH - 2 * MARGIN; + const usableHeight = VIEWBOX_HEIGHT - 2 * MARGIN; + const scaleX = usableWidth / numericParams.width; + const scaleY = usableHeight / numericParams.height; + return Math.min(scaleX, scaleY); + }, [numericParams.width, numericParams.height, numericParams.error]); + + if (numericParams.error || numericParams.width <= 0 || numericParams.height <= 0) { + return ( +
    + Dimensions Unavailable +
    + ); + } + + const offsetX = (VIEWBOX_WIDTH - numericParams.width * scale) / 2; + const offsetY = (VIEWBOX_HEIGHT - numericParams.height * scale) / 2; + + const boltColsPositions = numericParams.layout === "symmetric" + ? distributeSymmetric( + numericParams.boltCols, + numericParams.edgeDist, + numericParams.gaugeValues[0] || 0, + numericParams.width + ) + : distributeWithGauge( + numericParams.boltCols, + origin, + numericParams.edgeDist, + numericParams.width, + numericParams.gaugeValues + ); + + const boltRowsPositions = numericParams.layout === "symmetric" + ? distributeSymmetric( + numericParams.boltRows, + numericParams.endDist, + numericParams.pitchDist, + numericParams.height + ) + : distributeRows( + numericParams.boltRows, + numericParams.endDist, + numericParams.pitchDist, + numericParams.height + ); + + return ( + + + + + + + + + + + {/* Plate */} + + + {/* Angle thickness strip */} + {drawAngleThickness === 'left' && numericParams.angleThickness > 0 && ( + + )} + {drawAngleThickness === 'right' && numericParams.angleThickness > 0 && ( + + )} + + {/* Optional weld strip */} + {numericParams.weld > 0 && ( + + )} + + {/* Bolt holes */} + {boltRowsPositions.map((rowY, rowIndex) => + boltColsPositions.map((colX, colIndex) => ( + + )) + )} + + {/* Detailed Dimensions */} + {renderDetailedDimensions( + numericParams, + boltColsPositions, + boltRowsPositions, + offsetX, + offsetY, + scale, + origin + )} + + {typeof children === "function" + ? children({ + offsetX, + offsetY, + scale, + boltColsPositions, + boltRowsPositions, + numericParams, + }) + : children} + + ); +}; + +export default SpacingDiagram; \ No newline at end of file diff --git a/frontend/src/modules/shared/components/diagrams/WeldDiagram.jsx b/frontend/src/modules/shared/components/diagrams/WeldDiagram.jsx new file mode 100644 index 000000000..70f2696eb --- /dev/null +++ b/frontend/src/modules/shared/components/diagrams/WeldDiagram.jsx @@ -0,0 +1,201 @@ +/* eslint-disable react/prop-types */ +import { useMemo } from "react"; + +/** + * WeldDiagram renders an SVG representation of a splice plate weld layout. + * Matches the B2BCoverPlateWeldedDetails desktop GUI drawing: + * - Rectangle (plate outline) + * - A center stripe showing plate thickness (blue) ā€” horizontal for web, vertical for flange + * - Red weld strips outside plate edges (top/bottom full-width, left/right split by weld gap) + * + * Props: + * - plateWidth: overall plate width (horizontal extent in mm) + * - plateHeight: overall plate height (vertical extent in mm) + * - plateThickness: thickness of the splice plate (mm) ā€” shown as center stripe + * - weldSize: weld throat size (mm) ā€” used as thickness of red weld strips + * - weldGap: gap at center of vertical sides (mm) + * - isWebPlate: true = horizontal center stripe (web), false = vertical (flange) + * - className: optional CSS class + */ + +const VIEWBOX_W = 500; +const VIEWBOX_H = 340; +const MARGIN = 60; + +const toNum = (v, fallback = 0) => { + if (v === null || v === undefined || v === "") return fallback; + const n = Number(v); + return Number.isFinite(n) ? n : fallback; +}; + +const WeldDiagram = ({ + plateWidth, + plateHeight, + plateThickness, + weldSize, + weldGap, + isWebPlate = true, + className = "", +}) => { + const params = useMemo(() => { + const pw = toNum(plateWidth); + const ph = toNum(plateHeight); + const pt = toNum(plateThickness); + const ws = toNum(weldSize, 6); + const wg = toNum(weldGap, 0); + return { pw, ph, pt, ws, wg }; + }, [plateWidth, plateHeight, plateThickness, weldSize, weldGap]); + + const { pw, ph, pt, ws, wg } = params; + + if (pw <= 0 || ph <= 0) { + return ( +
    + Plate dimensions unavailable +
    + ); + } + + // Scale to fit in viewport + const usableW = VIEWBOX_W - 2 * MARGIN; + const usableH = VIEWBOX_H - 2 * MARGIN; + const scale = Math.min(usableW / pw, usableH / ph); + + const ox = (VIEWBOX_W - pw * scale) / 2; // plate origin x + const oy = (VIEWBOX_H - ph * scale) / 2; // plate origin y + const W = pw * scale; // plate width in svg units + const H = ph * scale; // plate height in svg units + const ws_px = ws * scale; + const wg_px = wg * scale; + const pt_px = pt * scale; + const halfHeight = (H - wg_px) / 2; + + // Dimension label helpers + const dimColor = "#444"; + const labelStyle = { fontSize: 11, fill: dimColor, fontFamily: "monospace" }; + + const HorizDim = ({ x1, x2, y, label }) => { + const mid = (x1 + x2) / 2; + return ( + + + + + {label} + + ); + }; + + const VertDim = ({ x, y1, y2, label }) => { + const mid = (y1 + y2) / 2; + return ( + + + + + {label} + + ); + }; + + return ( + + + + + + + + + + + {/* Plate outline */} + + + {/* Center stripe ā€” plate thickness */} + {pt_px > 0 && isWebPlate && ( + + )} + {pt_px > 0 && !isWebPlate && ( + + )} + + {/* TOP weld strip */} + {ws_px > 0 && ( + + )} + + {/* BOTTOM weld strip */} + {ws_px > 0 && ( + + )} + + {/* LEFT weld strips (split by gap) */} + {ws_px > 0 && halfHeight > 0 && ( + <> + + + + )} + + {/* RIGHT weld strips (split by gap) */} + {ws_px > 0 && halfHeight > 0 && ( + <> + + + + )} + + {/* Dimensions: width (top) */} + + + {/* Dimensions: height (right) */} + + + {/* Legend */} + + Weld ({ws} mm) + {pt_px > 0 && ( + <> + + Plate thickness ({pt} mm) + + )} + + ); +}; + +export default WeldDiagram; diff --git a/frontend/src/modules/shared/components/help/AboutOsdagModal.jsx b/frontend/src/modules/shared/components/help/AboutOsdagModal.jsx new file mode 100644 index 000000000..8a4302419 --- /dev/null +++ b/frontend/src/modules/shared/components/help/AboutOsdagModal.jsx @@ -0,0 +1,103 @@ +/* eslint-disable react/prop-types */ +import { useEffect, useMemo, useState } from "react"; +import HelpDialogShell from "./HelpDialogShell"; +import { + ABOUT_HTML, + ACKNOWLEDGEMENTS, + CAVEATS_HTML, + CONTRIBUTORS_TEXT, + LICENSE_HTML, + PRIVACY_HTML, +} from "./helpContent"; + +const TAB_IDS = [ + "About", + "Contributors", + "Acknowledgements", + "License", + "Privacy Policy", + "Caveats", +]; + +export const AboutOsdagModal = ({ open, onClose, initialTab = "About" }) => { + const [activeTab, setActiveTab] = useState(initialTab); + + useEffect(() => { + if (open) { + setActiveTab(initialTab); + } + }, [open, initialTab]); + + const tabContent = useMemo(() => { + switch (activeTab) { + case "About": + return ( +
    +
    + Osdag +
    +
    Osdag
    +
    Open Source Design of Steel Structures
    +
    +
    +
    +
    + ); + case "Contributors": + return ( +
    + {CONTRIBUTORS_TEXT} +
    + ); + case "Acknowledgements": + return ( +
    +

    Osdag acknowledges the support and contributions of the following organizations:

    + +
    + ); + case "License": + return
    ; + case "Privacy Policy": + return
    ; + case "Caveats": + return
    ; + default: + return null; + } + }, [activeTab]); + + return ( + +
    +
    + {TAB_IDS.map((tab) => ( + + ))} +
    +
    {tabContent}
    +
    +     + ); +}; + +export default AboutOsdagModal; diff --git a/frontend/src/modules/shared/components/help/HelpDialogShell.jsx b/frontend/src/modules/shared/components/help/HelpDialogShell.jsx new file mode 100644 index 000000000..7fd09881d --- /dev/null +++ b/frontend/src/modules/shared/components/help/HelpDialogShell.jsx @@ -0,0 +1,43 @@ +/* eslint-disable react/prop-types */ +import { Modal, Button } from "antd"; + +export const HelpDialogShell = ({ + open, + onClose, + title, + width = 720, + children, + footer, +}) => { + const isMobile = typeof window !== "undefined" && window.innerWidth < 1280; + + return ( + + OK + , + ] + } + title={title} + width={isMobile ? "100vw" : width} + className={`[&_.ant-modal-header]:bg-transparent [&_.ant-modal-close]:right-4 ${ + isMobile + ? "[&_.ant-modal]:!w-screen [&_.ant-modal]:!h-screen [&_.ant-modal]:!top-0 [&_.ant-modal]:!max-w-full [&_.ant-modal]:!m-0 [&_.ant-modal]:!left-0 [&_.ant-modal-body]:!p-4 [&_.ant-modal-body]:!h-[calc(100vh-55px)] [&_.ant-modal-body]:!overflow-y-auto" + : "" + }`} + style={ + isMobile + ? { top: 0, maxWidth: "100vw", margin: 0 } + : undefined + } + > + {children} + + ); +}; + +export default HelpDialogShell; diff --git a/frontend/src/modules/shared/components/help/HelpLinkModal.jsx b/frontend/src/modules/shared/components/help/HelpLinkModal.jsx new file mode 100644 index 000000000..3f775dcb7 --- /dev/null +++ b/frontend/src/modules/shared/components/help/HelpLinkModal.jsx @@ -0,0 +1,28 @@ +/* eslint-disable react/prop-types */ +import HelpDialogShell from "./HelpDialogShell"; + +export const HelpLinkModal = ({ + open, + onClose, + title, + helperText = "Please visit:", + link, +}) => { + return ( + +
    +

    {helperText}

    + + {link} + +
    +     + ); +}; + +export default HelpLinkModal; diff --git a/frontend/src/modules/shared/components/help/helpContent.js b/frontend/src/modules/shared/components/help/helpContent.js new file mode 100644 index 000000000..6060f6b09 --- /dev/null +++ b/frontend/src/modules/shared/components/help/helpContent.js @@ -0,0 +1,273 @@ +export const ASK_QUESTION_LINK = "https://github.com/osdag-admin/Osdag/discussions"; +export const DESIGN_EXAMPLES_URL = "https://static.fossee.in/osdag/manuals/_build/html/index.html"; + +export const ABOUT_HTML = ` +

    About Osdag

    +

    + Osdag is a cross-platform, free, and open-source software for the design and detailing of + steel structures, following the Indian Standard IS 800:2007. Osdag is primarily built on Python + using other FOSS tools and provides a graphical user interface for designing steel connections, + members, and systems. +

    +

    + The interactive GUI provides 3D visualisation of the designed component and export options for + CAD models to support drafting and BIM workflows. The design is typically optimised following + industry best practices. +

    +

    + Osdag is developed by the Osdag team at IIT Bombay, beginning under the umbrella of FOSSEE. + Its development has been supported by the Ministry of Education (MoE), Ministry of Steel (MoS), + constructsteel, and INSDAG. +

    +

    + This program comes with ABSOLUTELY NO WARRANTY. This is free software, and you are welcome to + redistribute it under the conditions of LGPL v3. +

    +

    + Authors: Osdag Team + https://osdag.fossee.in/team +

    +

    + Visit https://osdag.fossee.in for more information. +

    +
    +

    + Osdag and the Osdag logo are registered trademarks of Indian Institute of Technology Bombay (IIT Bombay). +

    +`; + +export const CONTRIBUTORS_TEXT = `## Project Investigator +Siddhartha Ghosh, Professor, Dept. of Civil Engineering, IIT Bombay, Mumbai + +## Project Research Staff +- Aditya Donde +- Ajinkya Dahale +- Ajmal Babu MS +- Anand Swaroop +- Christo George +- Danish Ansari +- Darshan Vishwakarma +- Deepa Chaudhari +- Deepthi Reddy +- Jayant Patil +- Kumari Anjali Jatav +- N Dharma Teja +- Nidhi Khare +- Parth Karia +- Radhika Pajgade +- Rahul Benal +- Reshma Konjari +- Rutvik Joshi +- Shihabuddin Khan +- Siddesh Chavan +- Sourabh Das +- Subhrajit Dutta +- Suchita Lad +- Suhel Hashmi +- Swastik Gupta +- Swathi M +- Thushara Pushkaran +- Yash Lokhande + +## Project Interns +- Aamir Durrany +- Aaranyak Ghosh +- Aathithya Sharan +- Abhijith Sogal +- Aditya Mavle +- Aditya Pawar +- Aditya Wagh +- Adnan Abdullah +- Agam Arora +- Aman Agarwal +- Amay Dixit +- Amir Chappalwala +- Amrutha J +- Anshul Kumar Singh +- Ansari Mohammad Umair +- Anuranjani +- Anushka Bajpai +- Arbaz khan +- Arushi +- Aryamaan Pandey +- Aryan Gupta +- Atharva Dhavale +- Atharva Pingale +- Aum Ghelani +- Azhar Khan +- Chaman Lal Yadav +- Debayan Ghosh +- Dhimanth Kumar Singh +- Eeshu +- Faizan Khan +- Faran Imam +- Garvit Singh Rathore +- Gourav Najwani +- Harsh Chelani +- Harsh Gondal +- Harshit Mahour +- Harshan S +- Himanshu Singh +- Ishan Rai +- Jerin Jiss George +- Jawwad Ahmad +- Koustav Bhattacharjee +- Lakshana Shree S +- Manas Budhiraja +- Manav Sharma +- Mayank Agarwal +- Mehendi Hasan +- Mohammad Azhar U Din Mir +- Mohammad Suhail +- Mohammad Taha +- Mohd Faraz Khan +- Mohit Rana +- Mosam Patel +- Mukunth AG +- Navnit Kumar +- Navtej +- Nandagopal VS +- Nikhil Kapoor +- Nishi Kant Mandal +- Nitin Singh +- Om Lakshkar +- Pragya Thakur +- Pramila Kumari +- Prathamesh Varma +- Prince Sahu +- Prerna Praveen Vidyarthi +- Priti Kumari +- Rachna Gupta +- Raghav Sharma +- Rajesh Dalai +- Ranvir Singh +- Renu +- Ritik Kumar +- Riyaz Khan +- Roushan Raj +- Rupali Agarwal +- Sachin Saud +- Sai Charan +- Sagar Rathore +- Sakshi Shamrao Jadhav +- Samarpita Das +- Sandipan Bhattacherjee +- Sanket Gaikwad +- Sasank Navuri +- Satyam Singh Niranjan +- Saumya Mishra +- Shahadad PP +- Shreya Bhende +- Shubham Kumar +- Sreejesh S +- Srinivas Raghav +- Steve Sojan +- Sumagna Das +- Suraj Bhosale +- Suryajith +- Sushree Sangita +- Swaroop N +- Sweta Pal +- Tanmay Kalla +- Tanu Singh +- Tarandeep Singh Juneja +- Yash Lokhande +- Yugh Juneja +- Zunzunia Arsil + +## IITB Students +- Allan L Marbaniang +- Annu Kumari +- Aravind P +- Bhumik Halani +- Devesh Kumar +- Jeffy Jahfar +- Mayur Mistry +- Neela Lakshmi +- Sasir Pentyala +- Sharayu Korade + +## Advisors +- Harshvardhan Subbarao (Construma Consultancy Pvt Ltd, Mumbai) +- Kannan Moudgalya (formerly with FOSSEE, IIT Bombay, Mumbai) +- Manas M Ghosh (INSDAG, Kolkata) +- Meera Raghunandan (IIT Bombay, Mumbai) +- PC Ashwin Kumar (IIT Roorkee, Roorkee) +- Prabhu Ramachandran (FOSSEE, IIT Bombay, Mumbai) +- Pradyumna M (Independent Consultant, Bengaluru) +- Pratip Bhattacharya (formerly with Tata Consulting Engineers Ltd, Kolkata) +- Rupen Goswami (IIT Madras, Chennai) +- Somnath Mukherjee (formerly with MN Dastur & Co (P) Ltd, Kolkata) +- SR Satish Kumar (IIT Madras, Chennai) +- V Kalyanaraman (formerly with IIT Madras, Chennai) +- Yogesh D Pisal (Aker Powergas Pvt Ltd, Mumbai) + +## Project Management Staff +- Kiran Kishore +- Lee Thomas Stephen +- Nagesh Karmali +- Sunil Shetye +- Usha Viswanathan +- Vineeta Parmar`; + +export const ACKNOWLEDGEMENTS = [ + { name: "Department of Civil Engineering, IIT Bombay", href: "https://www.civil.iitb.ac.in/" }, + { name: "constructsteel", href: "https://constructsteel.org/" }, + { name: "FOSSEE", href: "https://fossee.in/" }, + { name: "INSDAG", href: "https://insdag.com/" }, + { name: "Ministry of Steel", href: "https://steel.gov.in/" }, +]; + +export const LICENSE_HTML = ` +

    + Osdag is licensed under the terms of the LGPL v3 license. +

    +

    + Osdag is free software: you can redistribute it and/or modify it under the terms of the + GNU Lesser General Public License as published by the Free Software Foundation, version 3. +

    +

    + This programme is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; + without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. +

    +

    + Notice of third-party software licenses: Osdag contains open-source software packages from + third parties, available on an "as is" basis and subject to their individual license agreements. +

    +

    + Read the full LGPL v3 license here: + + https://www.gnu.org/licenses/lgpl-3.0.html + +

    +`; + +export const PRIVACY_HTML = ` +

    Osdag does not collect, transmit, share or use any personal data.

    +

    + The Osdag developersā€™ community does not condone any unauthorised usage of private data, so + the software does not gather or send personal data. +

    +

    The Osdag software does not contain any trackers or advertisements.

    +`; + +export const CAVEATS_HTML = ` +

    + Osdag can perform the design of various steel structural connections, members and systems. + However, Osdag should not be solely relied upon for their complete design. +

    +

    + The output from Osdag shall be owned by the individual structural designer, and the designer + remains responsible for the final design submitted to the client, along with associated documents. +

    +

    + It is important to note that Osdag design algorithms can be modified by individual users, + since it is open-source software. The Osdag team shall not be liable for unofficial modifications + or enhancements until they have been officially released by the team. +

    +

    + While running, Osdag uses local persistent storage for logs, configuration files, cache, + thumbnails, recently accessed files, and similar information for faster subsequent runs. + These may contain private data, but stay only on the local storage of the device. +

    +`; diff --git a/frontend/src/modules/shared/components/outputDock/OutputModalLayouts.jsx b/frontend/src/modules/shared/components/outputDock/OutputModalLayouts.jsx new file mode 100644 index 000000000..8f2658586 --- /dev/null +++ b/frontend/src/modules/shared/components/outputDock/OutputModalLayouts.jsx @@ -0,0 +1,456 @@ +/* eslint-disable react-refresh/only-export-components, react/prop-types */ +import { Fragment } from "react"; +import SpacingDiagram from "../diagrams/SpacingDiagram"; +import BasePlateSketch from "../diagrams/BasePlateSketch"; +import CapacityDiagram from "../diagrams/CapacityDiagram"; +import WeldDiagram from "../diagrams/WeldDiagram"; +import CleatBoltCapacityDiagram from "../diagrams/CleatBoltCapacityDiagram"; +import CleatSectionCapacityDiagram from "../diagrams/CleatSectionCapacityDiagram"; +import SeatedSectionCapacityDiagram from "../diagrams/SeatedSectionCapacityDiagram"; +import B2BEndPlateDetailingDiagram from "../diagrams/B2BEndPlateDetailingDiagram"; + +function TwoColumnLayout({ config, fields, output, getOutputValue, ValueBox, getImage }) { + const imageType = config.imageType || "spacing"; + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {fields.map(({ key, label }, idx) => ( +
    +

    + + +

    + ))} +
    + {config.hasImage && ( +
    + {`${imageType} +
    + )} +
    +
    + ); +} + +function CapacityComplexLayout({ + config, + fields, + diagram, + output, + getOutputValue, + resolveDiagramProps, + ValueBox, + getImage, +}) { + const groupedFields = fields.reduce((acc, field) => { + const section = field.section || "Default"; + if (!acc[section]) acc[section] = []; + acc[section].push(field); + return acc; + }, {}); + + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    + {Object.entries(groupedFields).map(([sectionName, sectionFields], sectionIdx) => ( +
    +
    +

    {sectionName}

    +
    +
    +
    + {sectionFields.map(({ key, label }, idx) => ( +
    +

    {label}

    + +
    + ))} +
    + {sectionIdx < 2 && ( +
    + {diagramProps ? ( + + ) : ( + {`Capacity + )} +
    Block Shear Pattern
    +
    + )} +
    + {sectionIdx < Object.entries(groupedFields).length - 1 &&
    } +
    + ))} +
    +
    + ); +} + +function ImageOnlyLayout({ config, extraState, getImage }) { + const image = getImage(config.imageType, extraState?.selectedOption, extraState); + return ( +
    + {image && {`${config.imageType}} +
    + ); +} + +function SpacingDiagramLayout({ config, fields, diagram, output, getOutputValue, resolveDiagramProps, ValueBox }) { + const diagramProps = resolveDiagramProps(diagram, output); + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {fields.map(({ key, label }, idx) => ( +
    +

    + +
    + +
    +

    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +function SingleColumnLayout({ fields, output, getOutputValue, ValueBox }) { + let lastSection = null; + return ( +
    +
    + {fields.length > 0 ? ( + fields.map(({ key, label, section }, idx) => { + const showSection = section && section !== lastSection; + if (showSection) { + lastSection = section; + } + return ( + + {showSection && ( +

    + {section} +

    + )} +
    +

    + +

    +     + ); + }) + ) : ( +

    No details available for this section.

    + )} +
    +
    + ); +} + +function BasePlateSketchLayout({ config, fields, diagram, output, getOutputValue, resolveDiagramProps, ValueBox }) { + const diagramProps = resolveDiagramProps(diagram, output); + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {fields.map(({ key, label }, idx) => ( +
    +

    + +
    + +
    +

    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +function WeldDiagramLayout({ config, fields, diagram, output, getOutputValue, resolveDiagramProps, ValueBox }) { + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {fields.map(({ key, label }, idx) => ( +
    +

    +
    + +
    +

    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} +function CleatBoltCapacityLayout({ + config, + fields, + diagram, + output, + getOutputValue, + resolveDiagramProps, + ValueBox, +}) { + const groupedFields = fields.reduce((acc, field) => { + const section = field.section || "Default"; + if (!acc[section]) acc[section] = []; + acc[section].push(field); + return acc; + }, {}); + + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {Object.entries(groupedFields).map(([sectionName, sectionFields], sectionIdx) => ( +
    +

    + {sectionName} +

    + {sectionFields.map(({ key, label }, idx) => ( +
    +

    +
    + +
    +

    + ))} +
    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +function CleatSectionCapacityLayout({ + config, + fields, + diagram, + output, + getOutputValue, + resolveDiagramProps, + ValueBox, +}) { + const groupedFields = fields.reduce((acc, field) => { + const section = field.section || "Default"; + if (!acc[section]) acc[section] = []; + acc[section].push(field); + return acc; + }, {}); + + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {Object.entries(groupedFields).map(([sectionName, sectionFields], sectionIdx) => ( +
    +

    + {sectionName} +

    + {sectionFields.map(({ key, label }, idx) => ( +
    +

    +
    + +
    +

    + ))} +
    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +function SeatedSectionCapacityLayout({ + config, + fields, + diagram, + output, + getOutputValue, + resolveDiagramProps, + ValueBox, +}) { + const groupedFields = fields.reduce((acc, field) => { + const section = field.section || "Default"; + if (!acc[section]) acc[section] = []; + acc[section].push(field); + return acc; + }, {}); + + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {Object.entries(groupedFields).map(([sectionName, sectionFields], sectionIdx) => ( +
    +

    + {sectionName} +

    + {sectionFields.map(({ key, label }, idx) => ( +
    +

    +
    + +
    +

    + ))} +
    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +function EndPlateDetailingLayout({ config, fields, diagram, output, getOutputValue, resolveDiagramProps, ValueBox }) { + const diagramProps = resolveDiagramProps ? resolveDiagramProps(diagram, output) : null; + return ( +
    + {config.note && ( +

    Note: {config.note}

    + )} +
    +
    + {fields.map(({ key, label }, idx) => ( +
    +

    +
    + +
    +

    + ))} +
    +
    + {diagramProps ? ( + + ) : ( +
    + No diagram data available. +
    + )} +
    +
    +
    + ); +} + +export const OUTPUT_LAYOUTS = { + "two-column": TwoColumnLayout, + "capacity-complex": CapacityComplexLayout, + "image-only": ImageOnlyLayout, + "spacing-diagram": SpacingDiagramLayout, + "single-column": SingleColumnLayout, + "baseplate-sketch": BasePlateSketchLayout, + "weld-diagram": WeldDiagramLayout, + "cleat-bolt-capacity": CleatBoltCapacityLayout, + "cleat-section-capacity": CleatSectionCapacityLayout, + "seated-section-capacity": SeatedSectionCapacityLayout, + "endplate-detailing": EndPlateDetailingLayout, +}; diff --git a/frontend/src/modules/shared/config/designPrefModuleConfig.js b/frontend/src/modules/shared/config/designPrefModuleConfig.js new file mode 100644 index 000000000..7ea8232ba --- /dev/null +++ b/frontend/src/modules/shared/config/designPrefModuleConfig.js @@ -0,0 +1,579 @@ +/** + * Per-module config for Design Prefs (Additional Inputs) modal: tabs, initial tab, initial prefs, default prefs. + * Keyed by module session name (e.g. "Butt Joint Bolted", "Fin Plate Connection"). + * Tab ids: 0 Column Section*, 1 Beam Section*, 2 Connector, 3 Bolt, 4 Weld, 5 Detailing, 6 Design. + */ + +const ALL_TABS = [ + { id: 0, name: "Column Section*" }, + { id: 1, name: "Beam Section*" }, + { id: 2, name: "Angle Section" }, + { id: 3, name: "Connector" }, + { id: 4, name: "Cleat Angle" }, + { id: 5, name: "Seated Angle Connection" }, + { id: 6, name: "Bolt" }, + { id: 7, name: "Base Plate" }, + { id: 8, name: "Stiffener/Shear Key" }, + { id: 9, name: "Anchor Bolt" }, + { id: 10, name: "Weld" }, + { id: 11, name: "Detailing" }, + { id: 12, name: "Optimization" }, + { id: 13, name: "Design" }, +]; + +const DEFAULT_INITIAL_PREFS = (inputs) => ({ + supported_material: inputs.supported_material, + supporting_material: inputs.supporting_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type ?? "Pre-tensioned", + bolt_hole_type: inputs.bolt_hole_type ?? "Standard", + bolt_slip_factor: inputs.bolt_slip_factor ?? "0.2", + weld_fab: inputs.weld_fab ?? "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_packing_plate: inputs.detailing_packing_plate ?? "Yes", + detailing_gap: inputs.detailing_gap ?? "0", + detailing_corr_status: inputs.detailing_corr_status ?? "No", + design_method: inputs.design_method ?? "Limited State Design", + design_for: inputs.design_for ?? "Tension", +}); + +const DESIGN_PREF_CONFIG = { + "Butt Joint Bolted": { + tabIds: [6, 11], + initialTabIndex: 6, + getInitialPrefs: (inputs) => ({ + bolt_tension_type: inputs.bolt_tension_type ?? "Pre-tensioned", + bolt_hole_type: inputs.bolt_hole_type ?? "Standard", + bolt_slip_factor: inputs.bolt_slip_factor ?? "0.2", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + design_for: inputs.design_for ?? "Tension", + }), + getDefaultPrefs: () => ({ + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.2", + detailing_edge_type: "Sheared or hand flame cut", + design_for: "Tension", + }), + }, + "Lap Joint Bolted": { + tabIds: [6, 11], + initialTabIndex: 6, + getInitialPrefs: (inputs) => ({ + bolt_tension_type: inputs.bolt_tension_type ?? "Pre-tensioned", + bolt_hole_type: inputs.bolt_hole_type ?? "Standard", + bolt_slip_factor: inputs.bolt_slip_factor ?? "0.2", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + design_for: inputs.design_for ?? "Tension", + }), + getDefaultPrefs: () => ({ + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.2", + detailing_edge_type: "Sheared or hand flame cut", + design_for: "Tension", + }), + }, + "Butt Joint Welded": { + tabIds: [10, 11], + initialTabIndex: 10, + getInitialPrefs: (inputs) => ({ + weld_fab: inputs.weld_fab ?? "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_packing_plate: inputs.detailing_packing_plate ?? "Yes", + design_for: inputs.design_for ?? "Tension", + }), + getDefaultPrefs: (inputs) => { + const defs = { + weld_fab: "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: "Sheared or hand flame cut", + design_for: "Tension", + }; + defs.detailing_packing_plate = "Yes"; + return defs; + }, + }, + "Lap Joint Welded": { + tabIds: [10, 11], + initialTabIndex: 10, + getInitialPrefs: (inputs) => ({ + weld_fab: inputs.weld_fab ?? "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_packing_plate: inputs.detailing_packing_plate, + design_for: inputs.design_for ?? "Tension", + }), + getDefaultPrefs: (inputs) => { + const defs = { + weld_fab: "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: "Sheared or hand flame cut", + design_for: "Tension", + }; + return defs; + }, + }, + "Column Cover Plate Bolted Connection": { + tabIds: [0, 3, 6, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Beam Cover Plate Bolted Connection": { + tabIds: [1, 3, 6, 11, 13], + initialTabIndex: 1, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Column Cover Plate Welded Connection": { + tabIds: [0, 3, 10, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + weld_fab: inputs.weld_fab ?? "Shop Weld", + weld_material_grade: inputs.weld_material_grade || inputs.weld_material_grade_overwrite || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_gap: inputs.detailing_gap ?? "3", + detailing_corr_status: inputs.detailing_corr_status ?? "No", + design_method: inputs.design_method ?? "Limit State Design", + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Beam Cover Plate Welded Connection": { + tabIds: [1, 3, 10, 11, 13], + initialTabIndex: 1, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + weld_fab: inputs.weld_fab ?? "Shop Weld", + weld_material_grade: inputs.weld_material_grade || inputs.weld_material_grade_overwrite || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_gap: inputs.detailing_gap ?? "3", + detailing_corr_status: inputs.detailing_corr_status ?? "No", + design_method: inputs.design_method ?? "Limit State Design", + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Column Column End Plate Connection": { + tabIds: [0, 3, 6, 10, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Beam Beam End Plate Connection": { + tabIds: [1, 3, 6, 10, 11, 13], + initialTabIndex: 1, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.supported_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + weld_fab: inputs.weld_fab, + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Beam to Column End Plate Connection": { + tabIds: [0, 1, 3, 6, 10, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.supported_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + weld_fab: inputs.weld_fab, + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Base Plate": { + tabIds: [0, 7, 8, 9, 10, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.supported_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + bolt_tension_type: inputs.bolt_tension_type ?? "Pre-tensioned", + bolt_hole_type: inputs.bolt_hole_type ?? "Standard", + bolt_slip_factor: inputs.bolt_slip_factor ?? "0.3", + weld_fab: inputs["Weld.Fab"] ?? inputs.weld_fab ?? "Shop Weld", + weld_material_grade: inputs["Weld.Material_Grade_OverWrite"] || inputs.weld_material_grade || "290", + detailing_edge_type: inputs["Detailing.Edge_type"] ?? inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_gap: inputs.detailing_gap ?? "10", + detailing_corr_status: inputs["Detailing.Corrosive_Influences"] ?? inputs.detailing_corr_status ?? "No", + design_method: inputs["Design.Design_Method"] ?? inputs.design_method ?? "Limit State Design", + + // Anchor Bolt OCF + "DesignPreferences.Anchor_Bolt.OCF.Designation": inputs["DesignPreferences.Anchor_Bolt.OCF.Designation"] ?? "", + "DesignPreferences.Anchor_Bolt.OCF.Type": inputs["DesignPreferences.Anchor_Bolt.OCF.Type"] ?? "End Plate Type", + "DesignPreferences.Anchor_Bolt.OCF.Galvanized": inputs["DesignPreferences.Anchor_Bolt.OCF.Galvanized"] ?? "Yes", + "DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type": inputs["DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type"] ?? "Over-sized", + "DesignPreferences.Anchor_Bolt.OCF.Length": inputs["DesignPreferences.Anchor_Bolt.OCF.Length"] ?? "300", + "DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite": inputs["DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite"] ?? "0", + + // Anchor Bolt ICF + "DesignPreferences.Anchor_Bolt.ICF.Designation": inputs["DesignPreferences.Anchor_Bolt.ICF.Designation"] ?? "", + "DesignPreferences.Anchor_Bolt.ICF.Type": inputs["DesignPreferences.Anchor_Bolt.ICF.Type"] ?? "End Plate Type", + "DesignPreferences.Anchor_Bolt.ICF.Galvanized": inputs["DesignPreferences.Anchor_Bolt.ICF.Galvanized"] ?? "Yes", + "DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type": inputs["DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type"] ?? "Over-sized", + "DesignPreferences.Anchor_Bolt.ICF.Length": inputs["DesignPreferences.Anchor_Bolt.ICF.Length"] ?? "300", + "DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite": inputs["DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite"] ?? "0", + + // Anchor General + "DesignPreferences.Anchor_Bolt.Friction_coefficient": inputs["DesignPreferences.Anchor_Bolt.Friction_coefficient"] ?? "0.30", + + // Base Plate & Stiffener materials + "Base_Plate.Material": inputs["Base_Plate.Material"] ?? inputs.supporting_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + "Stiffener_Key.Material": inputs["Stiffener_Key.Material"] ?? inputs.supporting_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + + // Other design keys + "DesignPreferences.Design.Base_Plate": inputs["DesignPreferences.Design.Base_Plate"] ?? "Effective Area Method", + }), + getDefaultPrefs: (inputs) => ({ + supported_material: inputs.supported_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + weld_fab: "Shop Weld", + weld_material_grade: "290", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + + "Weld.Fab": "Shop Weld", + "Weld.Material_Grade_OverWrite": "290", + "Detailing.Edge_type": "Sheared or hand flame cut", + "Detailing.Corrosive_Influences": "No", + "Design.Design_Method": "Limit State Design", + + "DesignPreferences.Anchor_Bolt.OCF.Designation": "", + "DesignPreferences.Anchor_Bolt.OCF.Type": "End Plate Type", + "DesignPreferences.Anchor_Bolt.OCF.Galvanized": "Yes", + "DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type": "Over-sized", + "DesignPreferences.Anchor_Bolt.OCF.Length": "300", + "DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite": "0", + + "DesignPreferences.Anchor_Bolt.ICF.Designation": "", + "DesignPreferences.Anchor_Bolt.ICF.Type": "End Plate Type", + "DesignPreferences.Anchor_Bolt.ICF.Galvanized": "Yes", + "DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type": "Over-sized", + "DesignPreferences.Anchor_Bolt.ICF.Length": "300", + "DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite": "0", + + "DesignPreferences.Anchor_Bolt.Friction_coefficient": "0.30", + + "Base_Plate.Material": inputs.supporting_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + "Stiffener_Key.Material": inputs.supporting_material ?? inputs.member_material ?? inputs.material ?? "E 250 (Fe 410 W)A", + + "DesignPreferences.Design.Base_Plate": "Effective Area Method", + }), + }, + "CleatAngleConnection":{ + tabIds: [0, 1, 4, 6, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.supported_material, + supporting_material: inputs.supporting_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type ?? "Pre-tensioned", + bolt_hole_type: inputs.bolt_hole_type ?? "Standard", + bolt_slip_factor: inputs.bolt_slip_factor ?? "0.2", + weld_fab: inputs.weld_fab ?? "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_gap: inputs.detailing_gap ?? "10", + detailing_corr_status: inputs.detailing_corr_status ?? "No", + detailing_packing_plate: inputs.detailing_packing_plate, + design_method: inputs.design_method ?? "Limited State Design", + design_for: inputs.design_for ?? "Tension", + }), + getDefaultPrefs: (inputs) => ({ + supported_material: inputs.supported_material, + supporting_material: inputs.supporting_material, + connector_material: inputs.connector_material, + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.2", + weld_fab: "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "0", + detailing_corr_status: "No", + design_method: "Limited State Design", + design_for: "Tension", + }), + }, + "Tension Member Bolted Design":{ + tabIds: [2, 3, 6, 11, 13], + initialTabIndex: 2, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Tension Member Welded Design":{ + tabIds: [2, 3, 10, 11, 13], + initialTabIndex: 2, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + weld_fab: inputs.weld_fab, + weld_material_grade: inputs.weld_material_grade, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Axially Loaded Column": { + tabIds: [0, 12, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + design_method: inputs.design_method || "Limited State Design", + allow_ur: inputs.allow_ur || "1.0", + effective_area_parameter: inputs.effective_area_parameter || "1.0", + }), + getDefaultPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + design_method: "Limited State Design", + allow_ur: "1.0", + effective_area_parameter: "1.0", + }), + }, + "Struts Bolted to End Gusset":{ + tabIds: [2, 3, 6, 11, 13], + initialTabIndex: 2, + getInitialPrefs: (inputs) => ({ + supported_material: inputs.member_material, + connector_material: inputs.connector_material, + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method, + }), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, + }, + "Simply Supported Beam Design":{ + tabIds: [0, 12, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method || "Limited State Design", + }), + getDefaultPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.2", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "0", + detailing_corr_status: "No", + design_method: "Limited State Design", + }), + }, + "On Cantilever Beam Design":{ + tabIds: [0, 12, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + bolt_tension_type: inputs.bolt_tension_type, + bolt_hole_type: inputs.bolt_hole_type, + bolt_slip_factor: inputs.bolt_slip_factor, + detailing_edge_type: inputs.detailing_edge_type, + detailing_gap: inputs.detailing_gap, + detailing_corr_status: inputs.detailing_corr_status, + design_method: inputs.design_method || "Limited State Design", + }), + getDefaultPrefs: (inputs) => ({ + supporting_material: inputs.supporting_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + supported_material: inputs.supported_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + connector_material: inputs.connector_material || inputs.member_material || inputs.material || "E 250 (Fe 410 W)A", + bolt_tension_type: "Pre-tensioned", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.2", + detailing_edge_type: "Sheared or hand flame cut", + detailing_gap: "0", + detailing_corr_status: "No", + design_method: "Limited State Design", + }), + }, + // "SeatedAngleConnection":{ + // tabIds: [0, 1, 4, 5, 7, 8], + // initialTabIndex: 0, + // getInitialPrefs: (inputs) => ({ + // weld_fab: inputs.weld_fab ?? "Shop weld", + // weld_material_grade: inputs.weld_material_grade ?? "0", + // detailing_edge_type: inputs.detailing_edge_type ?? "Sheared or hand flame cut", + // detailing_packing_plate: inputs.detailing_packing_plate, + // design_for: inputs.design_for ?? "Tension", + // }), + // getDefaultPrefs: (inputs) => { + // const defs = { + // weld_fab: "Shop weld", + // weld_material_grade: inputs.weld_material_grade ?? "0", + // detailing_edge_type: "Sheared or hand flame cut", + // design_for: "Tension", + // }; + // return defs; + // }, + // }, + "SeatedAngleConnection": { + tabIds: [0, 1, 5, 6, 11, 13], + initialTabIndex: 0, + + getInitialPrefs: (inputs) => ({ + // Designation + designation: inputs.designation || "50 x 50 x 3", + + // Material + material: inputs.material || "E 165 (Fe 290)", + + // Mechanical Properties + fu: inputs.fu || 290, + fy: inputs.fy || 165, + elastic_modulus: inputs.elastic_modulus || 200, + shear_modulus: inputs.shear_modulus || 76.9, + poisson_ratio: inputs.poisson_ratio || 0.3, + thermal_coefficient: inputs.thermal_coefficient || 12, + + // Type & Source + type: inputs.type || "Rolled", + source: inputs.source || "IS808 Rev", + + // Dimensions + long_leg: inputs.long_leg || 50, + short_leg: inputs.short_leg || 50, + thickness: inputs.thickness || 3, + root_radius: inputs.root_radius || 6, + toe_radius: inputs.toe_radius || 0, + + // Existing fields + weld_fab: inputs.weld_fab ?? "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: + inputs.detailing_edge_type ?? "Sheared or hand flame cut", + detailing_packing_plate: inputs.detailing_packing_plate, + design_for: inputs.design_for ?? "Tension", + }), + + getDefaultPrefs: (inputs) => ({ + designation: "50 x 50 x 3", + material: "E 165 (Fe 290)", + + fu: 290, + fy: 165, + elastic_modulus: 200, + shear_modulus: 76.9, + poisson_ratio: 0.3, + thermal_coefficient: 12, + + type: "Rolled", + source: "IS808 Rev", + + long_leg: 50, + short_leg: 50, + thickness: 3, + root_radius: 6, + toe_radius: 0, + + weld_fab: "Shop weld", + weld_material_grade: inputs.weld_material_grade || "290", + detailing_edge_type: "Sheared or hand flame cut", + design_for: "Tension", + }), + }, +}; + +const DEFAULT_CONFIG = { + tabIds: [0, 1, 3, 6, 10, 11, 13], + initialTabIndex: 0, + getInitialPrefs: (inputs) => DEFAULT_INITIAL_PREFS(inputs), + getDefaultPrefs: (_inputs, _module, contextDefaults) => contextDefaults || {}, +}; + +/** + * @param {string} module - Module session name (e.g. "Butt Joint Bolted", "Fin Plate Connection") + * @returns Config with tabIds, initialTabIndex, getInitialPrefs, getDefaultPrefs + */ +export function getDesignPrefConfig(module) { + return DESIGN_PREF_CONFIG[module] || DEFAULT_CONFIG; +} + +export function getDesignPrefTabs(module) { + const config = getDesignPrefConfig(module); + return ALL_TABS.filter((tab) => config.tabIds.includes(tab.id)); +} diff --git a/frontend/src/modules/shared/config/outputImageMap.js b/frontend/src/modules/shared/config/outputImageMap.js new file mode 100644 index 000000000..2e2a1469f --- /dev/null +++ b/frontend/src/modules/shared/config/outputImageMap.js @@ -0,0 +1,136 @@ +/** + * Centralized output dock image map and resolver. + * Used by BaseOutputDock for modal images (spacing, capacity, base plate, etc.). + */ + +import spacingIMG from "../../../assets/spacing_3.png"; +import capacityIMG1 from "../../../assets/L_shear1.png"; +import capacityIMG2 from "../../../assets/L.png"; +import Stiffener_BWE from "../../../assets/BB_Stiffener_BWE.png"; +import Stiffener_FP from "../../../assets/BB_Stiffener_FP.png"; +import Stiffener_OWE from "../../../assets/BB_Stiffener_OWE.png"; +import Detailing_BWE from "../../../assets/Detailing-BWE.png"; +import Detailing_FP from "../../../assets/Detailing-Flush.png"; +import Detailing_OWE from "../../../assets/Detailing-OWE.png"; +import GrooveImg from "../../../assets/BB-BC-single_bevel_groove.png"; +import Moment_BP from "../../../assets/Moment_BP.png"; +import Welded_BP from "../../../assets/Welded_BP.png"; +import SHS_BP from "../../../assets/SHS_BP.png"; +import RHS_BP from "../../../assets/RHS_BP.png"; +import CHS_BP from "../../../assets/CHS_BP.png"; +import Moment_BP_Detailing from "../../../assets/Moment_BP_Detailing.png"; +import Welded_BP_Detailing from "../../../assets/Welded_BP_Detailing.png"; +import SHS_BP_Detailing from "../../../assets/SHS_BP_Detailing.png"; +import RHS_BP_Detailing from "../../../assets/RHS_BP_Detailing.png"; +import CHS_BP_Detailing from "../../../assets/CHS_BP_Detailing.png"; +import Moment_BP_weld_1_1 from "../../../assets/Moment_BP_weld_details_1-1.png"; +import Welded_BP_single_bevel from "../../../assets/Welded_BP_single_bevel.png"; +import SHS_BP_groove_weld from "../../../assets/SHS_BP_groove_weld_details.png"; +import SHS_BP_weld from "../../../assets/SHS_BP_weld_details.png"; +import RHS_BP_groove_weld from "../../../assets/RHS_BP_groove_weld_details.png"; +import RHS_BP_weld from "../../../assets/RHS_BP_weld_details.png"; +import CHS_BP_groove_weld from "../../../assets/CHS_BP_groove_weld_details.png"; +import CHS_BP_weld from "../../../assets/CHS_BP_weld_details.png"; +import BP_welded_weld from "../../../assets/BP_welded_weld_details.png"; +import Key_SHS from "../../../assets/Key_SHS.png"; +import Key_RHS from "../../../assets/Key_RHS.png"; +import Key_CHS from "../../../assets/Key_CHS.png"; +import plateBlockShear from "../../../assets/U.png"; +import plateBlockShearWebHorizontal from "../../../assets/Uw.png"; +import plateBlockShearWebVertical from "../../../assets/U_Vw.png"; + +const imageMap = { + stiffener: { + "Flushed - Reversible Moment": Stiffener_FP, + "Extended One Way - Irreversible Moment": Stiffener_OWE, + "Extended Both Ways - Reversible Moment": Stiffener_BWE, + }, + detailing: { + "Flushed - Reversible Moment": Detailing_FP, + "Extended One Way - Irreversible Moment": Detailing_OWE, + "Extended Both Ways - Reversible Moment": Detailing_BWE, + }, + groove: GrooveImg, + spacing: spacingIMG, + capacity1: capacityIMG1, + capacity2: capacityIMG2, + basePlateSketch: { + "Moment Base Plate": Moment_BP, + "Welded Column Base": Welded_BP, + "Hollow/Tubular Column Base": null, + }, + basePlateDetailing: { + "Moment Base Plate": Moment_BP_Detailing, + "Welded Column Base": Welded_BP_Detailing, + "Hollow/Tubular Column Base": null, + }, + weldDetails: { + "Moment Base Plate": Moment_BP_weld_1_1, + "Welded Column Base": Welded_BP_single_bevel, + "Hollow/Tubular Column Base": null, + }, + keySketch: { + SHS: Key_SHS, + RHS: Key_RHS, + CHS: Key_CHS, + }, + plate_block_shear: plateBlockShear, + block_shear_welded_beam: plateBlockShearWebHorizontal, + block_shear_welded_column: plateBlockShearWebVertical, +}; + +/** + * Resolve image for output modal by type, selected option, and base plate state. + * @param {string} imageType - e.g. 'spacing', 'capacity1', 'basePlateSketch', 'stiffener' + * @param {string} [selectedOption] - e.g. connectivity or end plate type + * @param {Object} [basePlateState] - { connectivity, member_designation, designation, weld_type } + * @returns {string | null} Image src or null + */ +export function getOutputImage(imageType, selectedOption, basePlateState = {}) { + if (imageType === "groove" || imageType === "spacing" || imageType === "capacity1" || imageType === "capacity2" || imageType === "plate_block_shear" || imageType === "block_shear_welded_beam" || imageType === "block_shear_welded_column") { + return imageMap[imageType] ?? null; + } + if (imageType === "basePlateSketch") { + const conn = basePlateState.connectivity || selectedOption; + let img = imageMap.basePlateSketch?.[conn]; + if (conn === "Hollow/Tubular Column Base") { + const sec = (basePlateState.member_designation || basePlateState.designation || "") + ""; + if (sec.includes("SHS")) img = SHS_BP; + else if (sec.includes("RHS")) img = RHS_BP; + else if (sec.includes("CHS")) img = CHS_BP; + } + return img || Moment_BP; + } + if (imageType === "basePlateDetailing") { + const conn = basePlateState.connectivity || selectedOption; + let img = imageMap.basePlateDetailing?.[conn]; + if (conn === "Hollow/Tubular Column Base") { + const sec = (basePlateState.member_designation || basePlateState.designation || "") + ""; + if (sec.includes("SHS")) img = SHS_BP_Detailing; + else if (sec.includes("RHS")) img = RHS_BP_Detailing; + else if (sec.includes("CHS")) img = CHS_BP_Detailing; + } + return img || Moment_BP_Detailing; + } + if (imageType === "weldDetails") { + const conn = basePlateState.connectivity || selectedOption; + let img = imageMap.weldDetails?.[conn]; + if (conn === "Welded Column Base") return BP_welded_weld || Welded_BP_single_bevel; + if (conn === "Hollow/Tubular Column Base") { + const sec = (basePlateState.member_designation || basePlateState.designation || "") + ""; + const groove = basePlateState.weld_type === "Groove Weld"; + if (sec.includes("SHS")) img = groove ? SHS_BP_groove_weld : SHS_BP_weld; + else if (sec.includes("RHS")) img = groove ? RHS_BP_groove_weld : RHS_BP_weld; + else if (sec.includes("CHS")) img = groove ? CHS_BP_groove_weld : CHS_BP_weld; + } + return img || Moment_BP_weld_1_1; + } + if (imageType === "keySketch") { + const sec = (basePlateState.member_designation || basePlateState.designation || "") + ""; + if (sec.includes("SHS")) return Key_SHS; + if (sec.includes("RHS")) return Key_RHS; + if (sec.includes("CHS")) return Key_CHS; + return Key_SHS; + } + return imageMap[imageType]?.[selectedOption] ?? null; +} diff --git a/frontend/src/modules/shared/config/sectionDisplayConfig.js b/frontend/src/modules/shared/config/sectionDisplayConfig.js new file mode 100644 index 000000000..e41f697b5 --- /dev/null +++ b/frontend/src/modules/shared/config/sectionDisplayConfig.js @@ -0,0 +1,97 @@ +import Slope_Beam from "../../../assets/Slope_Beam.png"; +import equaldp from "../../../assets/equaldp.png"; +import { UNIT_LABELS } from "../constants/engineering"; + +/** + * Display configurations for different section types in the GenericSectionView. + */ + +export const BEAM_DISPLAY_CONFIG = { + designationKey: "beam_section", + showType: true, + image: Slope_Beam, + dimensions: [ + { label: "Depth, D", key: "D" }, + { label: "Flange Width, B", key: "B" }, + { label: "Flange Thickness, T", key: "T" }, + { label: "Web Thickness, t", key: "tw" }, + { label: "Flange Slope, a", key: "FlangeSlope", unit: UNIT_LABELS.ANGLE }, + { label: "Root Radius, R1", key: "R1" }, + { label: "Toe Radius, R2", key: "R2" }, + ], + properties: { + middle: [ + { label: "Mass, M", key: "Mass", unit: UNIT_LABELS.MASS }, + { label: "Sectional Area, a", key: "Area", unit: UNIT_LABELS.AREA }, + { label: "2nd Moment of Area, Iz", key: "Iz", unit: UNIT_LABELS.MOMENT_OF_AREA }, + { label: "2nd Moment of Area, Iy", key: "Iy", unit: UNIT_LABELS.MOMENT_OF_AREA }, + { label: "Radius of Gyration, rz", key: "rz", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Radius of Gyration, ry", key: "ry", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Elastic Modulus, Zz", key: "Zz", unit: UNIT_LABELS.ELASTIC_MODULUS }, + { label: "Elastic Modulus, Zy", key: "Zy", unit: UNIT_LABELS.ELASTIC_MODULUS }, + ], + right: [ + { label: "Plastic Modulus, Zpz", key: "Zpz", unit: UNIT_LABELS.PLASTIC_MODULUS }, + { label: "Plastic Modulus, Zpy", key: "Zpy", unit: UNIT_LABELS.PLASTIC_MODULUS }, + { label: "Torsion Constant, It", key: "It", unit: UNIT_LABELS.TORSION_CONSTANT }, + { label: "Warping Constant, Iw", key: "Iw", unit: UNIT_LABELS.WARPING_CONSTANT }, + ] + } +}; + +export const COLUMN_DISPLAY_CONFIG = { + ...BEAM_DISPLAY_CONFIG, + designationKey: "column_section", +}; + +export const ANGLE_DISPLAY_CONFIG = { + designationKey: "Designation", + showType: true, + image: equaldp, + dimensions: [ + { label: "Long Leg, A", key: "a" }, + { label: "Short Leg, B", key: "b" }, + { label: "Leg Thickness, t", key: "t" }, + { label: "Root Radius, R1", key: "R1" }, + { label: "Toe Radius, R2", key: "R2" }, + ], + properties: { + middle: [ + { label: "Mass, M", key: "Mass", unit: UNIT_LABELS.MASS }, + { label: "Sectional Area, a", key: "Area", unit: UNIT_LABELS.AREA }, + { label: "Cz", key: "Cz", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Cy", key: "Cy", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "2nd Moment of Area, Iz", key: "Iz", unit: UNIT_LABELS.MOMENT_OF_AREA }, + { label: "2nd Moment of Area, Iy", key: "Iy", unit: UNIT_LABELS.MOMENT_OF_AREA }, + { label: "Radius of Gyration, rz", key: "rz", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Radius of Gyration, ry", key: "ry", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + ], + right: [ + { label: "Radius of Gyration, ru", key: "rumax", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Radius of Gyration, rv", key: "rvmin", unit: UNIT_LABELS.RADIUS_OF_GYRATION }, + { label: "Elastic Modulus, Zz", key: "Zz", unit: UNIT_LABELS.ELASTIC_MODULUS }, + { label: "Elastic Modulus, Zy", key: "Zy", unit: UNIT_LABELS.ELASTIC_MODULUS }, + { label: "Plastic Modulus, Zpz", key: "Zpz", unit: UNIT_LABELS.PLASTIC_MODULUS }, + { label: "Plastic Modulus, Zpy", key: "Zpy", unit: UNIT_LABELS.PLASTIC_MODULUS }, + { label: "Torsion Constant, It", key: "It", unit: UNIT_LABELS.TORSION_CONSTANT }, + ] + } +}; + +export const CHANNEL_DISPLAY_CONFIG = { + ...BEAM_DISPLAY_CONFIG, + designationKey: "Designation", + dimensions: [ + ...BEAM_DISPLAY_CONFIG.dimensions, + ], + properties: { + middle: [ + ...BEAM_DISPLAY_CONFIG.properties.middle, + { label: "Cy", key: "Cy", unit: UNIT_LABELS.RADIUS_OF_GYRATION } + ], + right: [ + ...BEAM_DISPLAY_CONFIG.properties.right + ] + } +}; + diff --git a/frontend/src/modules/shared/constants/engineering.js b/frontend/src/modules/shared/constants/engineering.js new file mode 100644 index 000000000..15e271a6f --- /dev/null +++ b/frontend/src/modules/shared/constants/engineering.js @@ -0,0 +1,28 @@ +/** + * Shared engineering constants used across Osdag modules. + * Values are based on IS 800 and standard structural engineering practices. + */ + +export const STEEL_CONSTANTS = { + E: 200, // Modulus of Elasticity (GPa) + G: 76.9, // Modulus of Rigidity (GPa) + POISSON_RATIO: 0.3, // Poisson's Ratio + THERMAL_EXPANSION: 12, // Thermal Expansion Coefficient (x10^-6 / C) +}; + +export const UNIT_LABELS = { + E: "GPa", + G: "GPa", + FU: "MPa", + FY: "MPa", + DIMENSION: "mm", + AREA: "cmĀ²", + MOMENT_OF_AREA: "cmā“", + RADIUS_OF_GYRATION: "cm", + ELASTIC_MODULUS: "cmĀ³", + PLASTIC_MODULUS: "cmĀ³", + TORSION_CONSTANT: "cmā“", + WARPING_CONSTANT: "cmā¶", + MASS: "Kg/m", + ANGLE: "deg.", +}; diff --git a/frontend/src/modules/shared/constants/moduleDataKeys.js b/frontend/src/modules/shared/constants/moduleDataKeys.js new file mode 100644 index 000000000..55cc3785a --- /dev/null +++ b/frontend/src/modules/shared/constants/moduleDataKeys.js @@ -0,0 +1,76 @@ +/** + * Single source of truth for module data list keys and input-key ā†’ list-key mapping. + * Used by useModuleData, contextData, expandAllSelectedInputs, useModuleForm, and InputSection. + */ + +export const MODULE_DATA_LIST_KEYS = [ + 'beamList', + 'columnList', + 'connectivityList', + 'materialList', + 'boltDiameterList', + 'thicknessList', + 'propertyClassList', + 'angleList', + 'boltTypeList', + 'sectionProfileList', + 'channelList', + 'sectionDesignation', + 'endConditionList', + 'profileList', + 'coverPlateList', + 'weldSizeList', + 'anchorDiameterList', + 'anchorGradeList', + 'footingGradeList', + 'weldTypeList', + 'anchorTypeList', +]; + +/** camelCase list key ā†’ snake_case API response key */ +export const API_KEY_MAP = { + beamList: 'beam_list', + columnList: 'column_list', + connectivityList: 'connectivity_list', + materialList: 'material_list', + boltDiameterList: 'bolt_diameter_list', + thicknessList: 'thickness_list', + propertyClassList: 'property_class_list', + angleList: 'angle_list', + boltTypeList: 'bolt_type_list', + sectionProfileList: 'section_profile_list', + channelList: 'channel_list', + sectionDesignation: 'section_designation', + endConditionList: 'end_condition_list', + profileList: 'profile_list', + coverPlateList: 'cover_plate_list', + weldSizeList: 'weld_size_list', + anchorDiameterList: 'anchor_diameter_list', + anchorGradeList: 'anchor_grade_list', + footingGradeList: 'footing_grade_list', + weldTypeList: 'weld_type_list', + anchorTypeList: 'anchor_type_list', +}; + +/** + * Maps input keys (form field names) to contextData list keys for "All" expansion and customizable data source. + */ +export const INPUT_KEY_TO_LIST = { + bolt_diameter: 'boltDiameterList', + bolt_grade: 'propertyClassList', + plate_thickness: 'thicknessList', + flange_plate_thickness: 'thicknessList', + web_plate_thickness: 'thicknessList', + angle_list: 'angleList', + topangle_list: 'angleList', + cleat_section: 'angleList', + weld_size: 'weldSizeList', + member_designation: 'sectionDesignation', + anchor_diameter_ocf: 'anchorDiameterList', + anchor_grade_ocf: 'anchorGradeList', + anchor_diameter_icf: 'anchorDiameterList', + anchor_grade_icf: 'anchorGradeList', + web_thickness: 'thicknessList', + top_flange_thickness: 'thicknessList', + bottom_flange_thickness: 'thicknessList', +}; diff --git a/frontend/src/modules/shared/context/EngineeringContext.jsx b/frontend/src/modules/shared/context/EngineeringContext.jsx new file mode 100644 index 000000000..fc2ec385b --- /dev/null +++ b/frontend/src/modules/shared/context/EngineeringContext.jsx @@ -0,0 +1,704 @@ +/* eslint-disable react-refresh/only-export-components, react/prop-types */ +import { createContext, useContext, useRef, useState, useEffect, useMemo, useCallback } from "react"; +import { useViewport } from "../hooks/useViewport"; +import { useHover } from "../hooks/useHover"; +import { useDockPanels } from "../hooks/useDockPanels"; +import { useProjectLoader } from "../hooks/useProjectLoader"; +import { useEngineeringShortcuts } from "../hooks/useEngineeringShortcuts"; +import { useNavigate, useLocation, useParams } from "react-router-dom"; +import { useEngineeringModule } from "../hooks/useEngineeringModule"; +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_SEAT_ANGLE, +} from "../../../constants/DesignKeys"; +import { DESIGN_STATUS } from "../hooks/useDesignSubmission"; +import { useViewCamera } from "../components/cad"; +import { message } from "antd"; +import { useProjectCreation } from "../hooks/useProjectCreation"; +import { deleteAllCustomSections } from "../../../datasources/sectionsDataSource"; +import { getModuleConfig as getDesignPrefModuleConfig } from "../utils/moduleConfig"; +import { canOpenAdditionalInputs } from "../utils/designPrefOpenGuard"; +import { useOsiFileHandlers } from "../hooks/useOsiFileHandlers"; +import { useCadExport } from "../hooks/useCadExport"; +import { usePlateGirderOptimization } from "../hooks/usePlateGirderOptimization"; +import { isGuestUser } from "../../../utils/auth"; +import { expandAllSelectedInputs } from "../utils/osiInputSerializer"; +import { + downloadGroupedInputsCsv, + downloadGroupedOutputsCsv, +} from "../utils/groupedCsvExport"; +import { DESIGN_EXAMPLES_URL } from "../components/help/helpContent"; + +const EngineeringContext = createContext(null); + +export const useEngineeringContext = () => { + const context = useContext(EngineeringContext); + if (!context) { + throw new Error("useEngineeringContext must be used within an EngineeringProvider"); + } + return context; +}; + +const EngineeringShortcutsRunner = () => { + const context = useEngineeringContext(); + const { form, uiContext, designStatus, docks, navigate } = context; + + const handleOpenDesignPrefFromShortcut = () => { + const mod = getDesignPrefModuleConfig(form.inputs?.module); + const guard = canOpenAdditionalInputs( + mod, + form.inputs, + { selectedOption: form.extraState?.selectedOption }, + context.contextData, + form.selectionStates + ); + if (!guard.ok) { + message.warning(guard.message); + return; + } + uiContext.setDesignPrefModalStatus(true); + }; + + useEngineeringShortcuts({ + navigate, + toggleInputDock: context.toggleInputDock, + toggleOutputDock: context.toggleOutputDock, + toggleLogs: context.toggleLogs, + handleSubmitEnhanced: context.handleSubmitEnhanced, + handleResetEnhanced: context.handleResetEnhanced, + handleLockToggle: context.handleLockToggle, + showCad: docks.cad, + selectedCameraView: context.selectedCameraView, + setSelectedCameraView: context.setSelectedCameraView, + hasModalContext: context.hasModalContext, + output: designStatus.output, + status: designStatus.status, + handleCreateProject: context.handleCreateProject, + projectIdFromUrl: context.projectIdFromUrl, + handleLoadInputFromShortcut: context.handleLoadInputFromShortcut, + cadModelPaths: designStatus.cadModelPaths, + setSelectedSave3dType: context.setSelectedSave3dType, + setShowSave3dTypeModal: context.setShowSave3dTypeModal, + setCreateDesignReportBool: uiContext.setCreateDesignReportBool, + handleOpenDesignPrefFromShortcut, + toggleTheme: context.toggleTheme, + }); + + return null; +}; + +export const EngineeringProvider = ({ moduleConfig, outputConfig, title, children }) => { + const isGuest = isGuestUser(); + const navigate = useNavigate(); + const location = useLocation(); + const params = useParams(); + + const lockBtnRef = useRef(null); + const designCompletedRef = useRef(false); + const prevModuleRef = useRef(null); + const prevProjectIdRef = useRef(null); + + const [showAskQuestionModal, setShowAskQuestionModal] = useState(false); + const { isMobile } = useViewport(); + const { + docks, + toggleInputDock, + toggleOutputDock, + toggleLogs, + toggleCad, + resetDocks, + setDocks, + } = useDockPanels(isMobile); + + const { hoverText, setHoverText, hoverPos, setHoverPos, handleHoverLabel, handleHoverEnd } = useHover(); + + const [showAboutOsdagModal, setShowAboutOsdagModal] = useState(false); + const [showSave3dTypeModal, setShowSave3dTypeModal] = useState(false); + const [selectedSave3dType, setSelectedSave3dType] = useState("Export STL"); + + const coreState = useEngineeringModule(moduleConfig); + const { form, moduleData, uiContext, designStatus, actions } = coreState; + + const { handleSaveInputs, handleLoadInputFromShortcut } = useOsiFileHandlers(coreState, moduleConfig); + const { exportCadByType } = useCadExport(coreState, moduleConfig); + + const { handleCreateProject, projectCreationModal } = useProjectCreation({ + inputs: form.inputs, + extraState: form.extraState, + allSelected: form.allSelected, + contextData: moduleData.contextData, + moduleConfig, + designPrefOverrides: form.designPrefOverrides, + hasOutput: !!designStatus.output, + }); + + const [isDesignComplete, setIsDesignComplete] = useState(false); + const [isInputLocked, setIsInputLocked] = useState(false); + const [showUnlockWarning, setShowUnlockWarning] = useState(false); + const [showOptionsContainer, setShowOptionsContainer] = useState(false); + const [isRedesigning, setIsRedesigning] = useState(false); + const [selectedSection, setSelectedSection] = useState(["Model"]); + const [selectedCameraView, setSelectedCameraView] = useState("Model"); + const [lockZoom, setLockZoom] = useState(false); + + // Plate Girder PSO optimization (only active for the Optimized design mode). + // Streams particle updates over WebSocket, plays them back smoothly, and on + // completion populates the standard output dock via actions.loadOutputs. + const { + optimizationData, + optimizationPlotData, + optimizationDone, + showOptimizationGraph, + setShowOptimizationGraph, + startPsoOptimization, + resetOptimization, + isConnected: psoConnected, + isOptimizing: psoOptimizing, + } = usePlateGirderOptimization({ + onComplete: (formattedOutput, _rawLogs, cadPaths) => { + if (formattedOutput && Object.keys(formattedOutput).length > 0) { + actions.loadOutputs(formattedOutput); + } + // Render the optimized section's CAD model (generated by the Celery task). + if (cadPaths && Object.keys(cadPaths).length > 0) { + actions.loadCadModel(cadPaths); + } + // Briefly show the "Design Complete!" status, then return to IDLE so the + // DesignStatusModal auto-dismisses (mirrors the synchronous design flow). + designStatus.setStatus({ + step: DESIGN_STATUS.COMPLETE, + message: "Optimization complete!", + error: null, + }); + setTimeout(() => { + designStatus.setStatus({ step: DESIGN_STATUS.IDLE, message: "", error: null }); + }, 1200); + }, + onError: (msg) => { + const text = msg || "Optimization failed"; + message.error(text); + designStatus.setStatus({ + step: DESIGN_STATUS.ERROR, + message: text, + error: new Error(text), + }); + setIsInputLocked(false); + setIsRedesigning(false); + }, + }); + + useEffect(() => { + if (form.inputs?.graphicsOption) { + const opt = form.inputs.graphicsOption; + if (["Model", "Beam", "Column", "Seated Angle", "Cleat Angle"].includes(opt)) { + if (opt === "Model") { + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + } else { + const newSelection = selectedSection.filter((s) => s !== "Model"); + if (!newSelection.includes(opt)) { + newSelection.push(opt); + } + if (newSelection.length > 0) { + setSelectedSection(newSelection); + setSelectedCameraView(newSelection[0]); + } + } + } else if (opt === "Show front view") { + setSelectedCameraView("XY"); + } else if (opt === "Show side view") { + setSelectedCameraView("YZ"); + } else if (opt === "Show top view") { + setSelectedCameraView("ZX"); + } + form.setInputs((prev) => { + const next = { ...prev }; + delete next.graphicsOption; + return next; + }); + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [form.inputs?.graphicsOption, selectedSection]); + + const prevPathsRef = useRef(null); + const normalizedCadModelPaths = useMemo(() => { + const out = {}; + Object.entries(designStatus.cadModelPaths || {}).forEach(([key, value]) => { + if (!key) return; + const trimmed = key.trim(); + out[trimmed] = value; + out[trimmed.toLowerCase()] = value; + out[trimmed.toUpperCase()] = value; + }); + const nextStr = JSON.stringify(out); + if (prevPathsRef.current === nextStr) return JSON.parse(nextStr); + prevPathsRef.current = nextStr; + return out; + }, [designStatus.cadModelPaths]); + + const toggleTheme = () => { + document.documentElement.classList.toggle("dark"); + }; + + const getProjectIdFromUrl = () => { + const fromPath = params.projectId; + if (fromPath != null && fromPath !== "") { + const n = parseInt(fromPath, 10); + if (!Number.isNaN(n)) return n; + } + const searchParams = new URLSearchParams(location.search); + const fromQuery = searchParams.get("projectId"); + return fromQuery ? parseInt(fromQuery, 10) : null; + }; + + useEffect(() => { + const saved = localStorage.getItem("osdag-theme"); + if (saved === "dark") { + document.body.classList.add("dark"); + } else if (saved === "light") { + document.body.classList.remove("dark"); + } + }, []); + + useEffect(() => { + const currentModule = moduleConfig.designType; + const currentProjectId = getProjectIdFromUrl(); + + if (prevModuleRef.current && prevModuleRef.current !== currentModule) { + actions.resetModuleState(); + actions.clearDesignResults(); + setIsDesignComplete(false); + setDocks({ output: false, logs: false, cad: !isMobile }); + setShowOptionsContainer(false); + setIsInputLocked(false); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + setIsRedesigning(false); + designCompletedRef.current = false; + } + + if (prevProjectIdRef.current !== null && prevProjectIdRef.current !== currentProjectId) { + actions.resetModuleState(); + actions.clearDesignResults(); + setIsDesignComplete(false); + setDocks({ output: false, logs: false }); + setShowOptionsContainer(false); + setIsInputLocked(false); + designCompletedRef.current = false; + } + + prevModuleRef.current = currentModule; + prevProjectIdRef.current = currentProjectId; + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [moduleConfig.designType, location.search, location.pathname, actions.resetModuleState, actions.clearDesignResults, isMobile]); + + useEffect(() => { + return () => { + actions.resetModuleState(); + }; + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [actions.resetModuleState]); + + const projectIdFromUrl = getProjectIdFromUrl(); + useProjectLoader({ + projectIdFromUrl, + service: actions.service, + moduleConfig, + navigate, + location, + setInputs: form.setInputs, + setDesignPrefOverrides: form.setDesignPrefOverrides, + loadSavedOutputs: actions.loadSavedOutputs, + resetModuleState: actions.resetModuleState, + clearDesignResults: actions.clearDesignResults, + resetDocks, + setIsDesignComplete, + setShowOptionsContainer, + setIsInputLocked, + designCompletedRef, + resetFormState: form.resetFormState, + setExtraState: form.setExtraState, + setSelectionStates: form.setSelectionStates, + setAllSelected: form.setAllSelected, + setSelectedItems: form.setSelectedItems, + moduleData: moduleData.contextData, + }); + + useEffect(() => { + const designJustCompleted = designStatus.status.step === DESIGN_STATUS.COMPLETE && !designCompletedRef.current; + + if (designJustCompleted) { + designCompletedRef.current = true; + setIsDesignComplete(true); + setShowOptionsContainer(true); + + if (isMobile) { + setDocks({ input: false, output: false, cad: true, logs: true }); + } else { + setDocks({ output: true, logs: true }); + } + + setIsInputLocked(true); + + const searchParams = new URLSearchParams(location.search); + let timerId; + if (searchParams.get("action") === "report") { + timerId = setTimeout(() => { + if (actions.handleCreateDesignReport) actions.handleCreateDesignReport(); + }, 1000); + } + return () => { + if (timerId) clearTimeout(timerId); + }; + } else if ( + isRedesigning || + designStatus.status.step === DESIGN_STATUS.CALCULATING || + designStatus.status.step === DESIGN_STATUS.CAD_GENERATING + ) { + if (isRedesigning) { + designCompletedRef.current = false; + setIsDesignComplete(false); + setShowOptionsContainer(false); + setIsInputLocked(false); + } + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [designStatus.status.step, isRedesigning, isMobile]); + + useEffect(() => { + if ( + designStatus.status.step === DESIGN_STATUS.CAD_GENERATING && + designStatus.output && + !isRedesigning && + !designCompletedRef.current + ) { + if (!isMobile) { + setDocks({ output: true, logs: true }); + } + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [designStatus.status.step, designStatus.output, isRedesigning, isMobile]); + + const handleSubmitEnhanced = useCallback(async () => { + setIsInputLocked(false); + if (isDesignComplete || designStatus.renderBoolean || designStatus.output) { + designCompletedRef.current = false; + setIsRedesigning(true); + setIsDesignComplete(false); + setDocks({ output: false, logs: false, cad: !isMobile }); + setShowOptionsContainer(false); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + actions.clearDesignResults(); + actions.resetModuleState(); + await new Promise((resolve) => setTimeout(resolve, 100)); + } + + try { + if (moduleConfig.isOptimized?.(form.inputs)) { + // Optimized mode ā†’ run PSO over WebSocket instead of synchronous design. + // The PSO dashboard (opened by startPsoOptimization) is the progress UI, + // so we intentionally do NOT set a CALCULATING status here ā€” that would + // render the generic "OSDAG Design Processing" modal on top of the graph. + const params = moduleConfig.buildSubmissionParams( + form.inputs, + form.allSelected, + moduleData.contextData, + form.extraState + ); + startPsoOptimization(params); + return; + } + await actions.handleSubmit(); + } catch (error) { + console.error(error); + } finally { + setIsRedesigning(false); + } + // eslint-disable-next-line react-hooks/exhaustive-deps + }, [isDesignComplete, designStatus.renderBoolean, designStatus.output, isMobile, actions.clearDesignResults, actions.resetModuleState, actions.handleSubmit, moduleConfig, form.inputs, form.allSelected, form.extraState, moduleData.contextData, startPsoOptimization]); + + const handleLockToggle = useCallback(() => { + if (isInputLocked) { + setShowUnlockWarning(true); + } else { + setIsInputLocked(true); + } + }, [isInputLocked]); + + const confirmUnlock = () => { + designCompletedRef.current = false; + actions.clearDesignResults(); + setIsDesignComplete(false); + setShowOptionsContainer(false); + setDocks({ output: false, logs: false, input: true, cad: !isMobile }); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + setHoverText(""); + setHoverPos({ x: 0, y: 0 }); + setIsInputLocked(false); + setIsRedesigning(false); + setShowUnlockWarning(false); + }; + + const cancelUnlock = () => { + setShowUnlockWarning(false); + setIsInputLocked(true); + }; + + const handleResetEnhanced = useCallback(async () => { + uiContext.setShowResetConfirmation(true); + uiContext.setConfirmationType("reset"); + }, [uiContext]); + + const performResetEnhanced = async () => { + if (isGuestUser()) { + message.info("Guest users do not have custom sections stored in the backend."); + } else { + try { + await deleteAllCustomSections(); + try { + await moduleData.refetchModuleOptions?.(); + } catch (_e) { + console.error(_e); + } + } catch (e) { + message.error(e?.message || "Failed to delete custom sections."); + } + } + + actions.performReset(); + uiContext.setShowResetConfirmation(false); + setDocks({ output: false, input: true, logs: false, cad: !isMobile }); + setIsDesignComplete(false); + setShowOptionsContainer(false); + setSelectedSection(["Model"]); + setSelectedCameraView("Model"); + setIsRedesigning(false); + setIsInputLocked(false); + }; + + const getConnectivity = () => { + if (moduleConfig.cameraKey === MODULE_KEY_FIN_PLATE) { + return form.extraState?.selectedOption || form.inputs?.connectivity; + } + return null; + }; + + const cameraSettings = useViewCamera( + moduleConfig.cameraKey, + selectedCameraView + ); + + const { position: cameraPos } = cameraSettings; + + const options = moduleConfig.cadOptions; + + const triggerScreenshotCapture = () => { + designStatus.setScreenshotTrigger(true); + }; + + const hoverDict = useMemo(() => { + const staticFallbacks = { + "Cleat Angle": "Cleat Angle", + "Seated Angle": "Seated Angle", + "Member": "Member", + }; + + return { + ...staticFallbacks, + ...(designStatus.hoverDict || {}), + }; + }, [designStatus.hoverDict]); + + const handleNavbarMenuClick = async (name) => { + if (name === "Save 3D Model") { + if (!normalizedCadModelPaths || Object.keys(normalizedCadModelPaths).length === 0) { + message.warning("No 3D model available. Run design first to enable Save 3D Model."); + return; + } + setSelectedSave3dType("Export STL"); + setShowSave3dTypeModal(true); + return; + } + if (name === "Download Inputs CSV") { + const inputsExpanded = expandAllSelectedInputs(form.inputs, form.allSelected, moduleData.contextData); + const effectiveInputs = { ...inputsExpanded, ...(form.designPrefOverrides || {}) }; + const moduleId = moduleConfig?.designType || form.inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + return downloadGroupedInputsCsv({ + moduleConfig, + inputs: inputsExpanded, + effectiveInputs, + designPrefOverrides: form.designPrefOverrides, + extraState: form.extraState, + filename: `${moduleId}_inputs.csv`, + }); + } + if (name === "Download Outputs CSV") { + const moduleId = moduleConfig?.designType || form.inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + return downloadGroupedOutputsCsv({ + output: designStatus.output, + outputConfig, + logs: designStatus.logs, + filename: `${moduleId}_outputs.csv`, + }); + } + if (name === "Download Inputs OSI") { + return handleSaveInputs(); + } + if ( + name === "Export BREP" || + name === "Export STL" || + name === "Export STEP" || + name === "Export IGS" || + name === "Export IFC" + ) { + return exportCadByType(name); + } + if (name === "Design Examples") { + window.open(DESIGN_EXAMPLES_URL, "_blank", "noopener,noreferrer"); + return; + } + if (name === "Ask us a question") { + setShowAskQuestionModal(true); + return; + } + if (name === "About Osdag") { + setShowAboutOsdagModal(true); + return; + } + if (name === "Model" || name === "Beam" || name === "Column" || name === "Seated Angle") { + setSelectedSection([name]); + setSelectedCameraView(name); + return; + } + if (name === "Reset") { + return handleResetEnhanced(); + } + if (name === "Show Optimization Graph") { + setShowOptimizationGraph(true); + return; + } + if (name === "Quit") { + actions.handleQuitClick(); + return; + } + return undefined; + }; + + const hasModalContext = + !!uiContext.createDesignReportBool || + !!uiContext.designPrefModalStatus || + !!uiContext.showResetConfirmation || + !!showUnlockWarning || + !!showAskQuestionModal || + !!showAboutOsdagModal || + !!uiContext.confirmationModal || + Object.values(uiContext.modalStates || {}).some(Boolean) || + designStatus.status.step === DESIGN_STATUS.ERROR; + + const value = { + // Hooks state values + form, + moduleData, + uiContext, + designStatus, + actions, + + // Layout control states + isMobile, + docks, + toggleInputDock, + toggleOutputDock, + toggleLogs, + toggleCad, + resetDocks, + setDocks, + + // Derived states & actions + isDesignComplete, + setIsDesignComplete, + isInputLocked, + setIsInputLocked, + showUnlockWarning, + setShowUnlockWarning, + showOptionsContainer, + setShowOptionsContainer, + isRedesigning, + setIsRedesigning, + selectedSection, + setSelectedSection, + selectedCameraView, + setSelectedCameraView, + lockZoom, + setLockZoom, + showAskQuestionModal, + setShowAskQuestionModal, + showAboutOsdagModal, + setShowAboutOsdagModal, + showSave3dTypeModal, + setShowSave3dTypeModal, + selectedSave3dType, + setSelectedSave3dType, + hoverText, + setHoverText, + hoverPos, + setHoverPos, + handleHoverLabel, + handleHoverEnd, + + // Config props + moduleConfig, + outputConfig, + title, + + // Services & calculated values + isGuest, + navigate, + location, + params, + lockBtnRef, + normalizedCadModelPaths, + cameraSettings, + cameraPos, + getConnectivity, + hoverDict, + options, + projectIdFromUrl, + hasModalContext, + + // Enhancements & event handles + handleSaveInputs, + handleLoadInputFromShortcut, + exportCadByType, + handleCreateProject, + projectCreationModal, + handleSubmitEnhanced, + handleLockToggle, + confirmUnlock, + cancelUnlock, + handleResetEnhanced, + performResetEnhanced, + handleNavbarMenuClick, + triggerScreenshotCapture, + toggleTheme, + + // Plate Girder PSO optimization + optimizationData, + optimizationPlotData, + optimizationDone, + showOptimizationGraph, + setShowOptimizationGraph, + startPsoOptimization, + resetOptimization, + psoConnected, + psoOptimizing, + }; + + return ( + + + {children} + + ); +}; diff --git a/frontend/src/modules/shared/context/ModuleContext.jsx b/frontend/src/modules/shared/context/ModuleContext.jsx new file mode 100644 index 000000000..1ce6a9906 --- /dev/null +++ b/frontend/src/modules/shared/context/ModuleContext.jsx @@ -0,0 +1,3 @@ +// Module context placeholder - re-exported utilities are consumed via direct imports +export { createDesign } from '../api/moduleApi'; +export { convertToCSV, menuItems } from '../utils/moduleUtils'; \ No newline at end of file diff --git a/frontend/src/modules/shared/hooks/useCadExport.js b/frontend/src/modules/shared/hooks/useCadExport.js new file mode 100644 index 000000000..1f83c3859 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useCadExport.js @@ -0,0 +1,84 @@ +import { downloadCachedModelByFormat, downloadExportCadResponse } from "../utils/cadExport"; +import { message } from "antd"; + +export const useCadExport = ({ form, moduleData, designStatus, actions }, moduleConfig) => { + const { inputs, allSelected, extraState } = form; + const { contextData } = moduleData; + const { cadModelPaths } = designStatus; + const { service } = actions; + + const exportCadByType = async (optionName) => { + const formatMap = { + "Export BREP": "brep", + "Export STL": "stl", + "Export STEP": "step", + "Export IGS": "iges", + "Export IFC": "ifc", + }; + const format = formatMap[optionName]; + if (!format) { + message.error("Unsupported export type."); + return; + } + + const moduleId = moduleConfig?.designType || inputs?.module; + if (!moduleId) { + message.error("Module ID is missing. Unable to export CAD."); + return; + } + + if (!cadModelPaths || Object.keys(cadModelPaths).length === 0) { + message.warning("Run design first to generate CAD output."); + return; + } + + if (format === "brep" || format === "stl") { + const downloaded = await downloadCachedModelByFormat({ + cadModelPaths, + format, + moduleId, + message, + }); + if (downloaded) return; + } + + if (typeof moduleConfig?.buildSubmissionParams !== "function") { + message.error("Module export configuration is missing."); + return; + } + + try { + const inputValues = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + contextData || {}, + extraState || {} + ); + + const result = await service.exportCADModel( + moduleId, + inputValues, + format, + "Model" + ); + + if (!result?.success || !result?.blob) { + message.error(result?.error || "CAD export failed"); + return; + } + + downloadExportCadResponse({ + blob: result.blob, + disposition: result.disposition, + fallbackFilename: `${moduleId}_Model.${format}`, + }); + message.success(`${format.toUpperCase()} exported successfully`); + } catch (error) { + message.error(error?.message || "Failed to export CAD"); + } + }; + + return { + exportCadByType, + }; +}; diff --git a/frontend/src/modules/shared/hooks/useDependentData.js b/frontend/src/modules/shared/hooks/useDependentData.js new file mode 100644 index 000000000..1673eb623 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useDependentData.js @@ -0,0 +1,117 @@ +import { useEffect } from "react"; +import { MODULE_KEY_FIN_PLATE, MODULE_KEY_CLEAT_ANGLE } from "../../../constants/DesignKeys"; + +/** + * Handles side-effect data fetches that depend on form inputs. + * - Supported section preferences (non Fin/Cleat) + * - Design preferences for FinPlate/CleatAngle connectivity combos + */ +export const useDependentData = (getDesignPreferences, moduleConfig, inputs, extraState) => { + // Supported section preferences for other modules + useEffect(() => { + const handler = setTimeout(() => { + const loadSupportedData = async () => { + const designationVal = inputs.section_designation || inputs.member_designation; + if ( + designationVal && + moduleConfig.cameraKey !== MODULE_KEY_FIN_PLATE && + moduleConfig.cameraKey !== MODULE_KEY_CLEAT_ANGLE + ) { + let resolvedDesignation = designationVal; + if (Array.isArray(designationVal)) { + resolvedDesignation = designationVal.find(item => item !== "All") || designationVal[0]; + } + + if (resolvedDesignation && resolvedDesignation !== "All" && resolvedDesignation !== "Select Section") { + const getSectionType = (profile, cameraKey) => { + const prof = String(profile || "").toLowerCase(); + if (prof.includes("angle")) return "angles"; + if (prof.includes("channel")) return "channels"; + if (prof.includes("column")) return "columns"; + if (prof.includes("beam")) return "beams"; + + const cam = String(cameraKey || "").toLowerCase(); + if (cam.includes("compression") || cam.includes("tension") || cam.includes("strut")) { + return "angles"; + } + return "beams"; + }; + + try { + await getDesignPreferences({ + supported_section: resolvedDesignation, + section_type: getSectionType(inputs.section_profile, moduleConfig.cameraKey), + }); + } catch (error) { + console.error("Failed to load supported data:", error); + } + } + } + }; + + loadSupportedData(); + }, 250); + + return () => clearTimeout(handler); + }, [inputs.section_designation, inputs.member_designation, inputs.section_profile, moduleConfig.cameraKey, getDesignPreferences]); + + // Design preferences for FinPlate / CleatAngle modules + useEffect(() => { + const handler = setTimeout(() => { + const loadDesignPreferences = async () => { + if (moduleConfig.cameraKey === MODULE_KEY_FIN_PLATE || moduleConfig.cameraKey === MODULE_KEY_CLEAT_ANGLE) { + const conn_map = { + "Column Flange-Beam-Web": "Column Flange-Beam Web", + "Column Web-Beam-Web": "Column Web-Beam Web", + "Beam-Beam": "Beam-Beam", + }; + + const connectivity = extraState?.selectedOption || inputs.connectivity; + + try { + let params = null; + + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + if (inputs.column_section && inputs.beam_section) { + params = { + supported_section: inputs.beam_section, + supporting_section: inputs.column_section, + connectivity: conn_map[connectivity].split(" ").join("-"), + }; + } + } else if (connectivity === "Beam-Beam") { + if (inputs.primary_beam && inputs.secondary_beam) { + params = { + supported_section: inputs.secondary_beam, + supporting_section: inputs.primary_beam, + connectivity: conn_map[connectivity], + }; + } + } + + if (params) { + await getDesignPreferences(params); + } + } catch (error) { + // Swallow error; caller can log if needed + } + } + }; + + loadDesignPreferences(); + }, 250); + + return () => clearTimeout(handler); + }, [ + inputs.column_section, + inputs.beam_section, + inputs.primary_beam, + inputs.secondary_beam, + extraState?.selectedOption, + inputs.connectivity, + getDesignPreferences, + moduleConfig.cameraKey, + ]); +}; + + diff --git a/frontend/src/modules/shared/hooks/useDesignPrefSync.js b/frontend/src/modules/shared/hooks/useDesignPrefSync.js new file mode 100644 index 000000000..0cd8ad0e1 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useDesignPrefSync.js @@ -0,0 +1,110 @@ +import { useEffect, useRef } from "react"; +import { fetchDesignPrefSync } from "../../../datasources/modulesDataSource"; +import { mergeLinkedParityKeysIntoInputs } from "../utils/mergeDesignPrefSyncIntoInputs"; + +const DEBOUNCE_MS = 200; + +/** + * Keep main `inputs` material preference keys in sync with the + * input dock (driving grade) through backend refresh. + */ +export function useDesignPrefSync({ + sessionName, + inputs, + setInputs, + applyStrictLinkedReseed, + setLastKnownGoodDesignPrefSnapshot, + /** When true, Additional Inputs modal owns refresh calls. */ + pause = false, +}) { + const abortRef = useRef(null); + const reqGen = useRef(0); + const inputsRef = useRef(inputs); + inputsRef.current = inputs; + + /** + * When the modal opens we record the current driver value. When the modal + * closes (pause: true ā†’ false) we compare: if the driver hasn't changed we + * skip the refresh so user-saved pref overrides are not clobbered. + * If the driver DID change while the modal was open, the modal's own + * runSync("refresh") already handled it; we still skip to avoid a duplicate. + */ + const driverAtPauseRef = useRef(null); + + useEffect(() => { + if (!sessionName || !setInputs) return; + + const latest = inputsRef.current; + const driver = latest?.connector_material ?? latest?.material ?? latest?.member_material; + + if (pause) { + // Record driver value when modal opens so we can detect no-change on close. + driverAtPauseRef.current = driver ?? null; + abortRef.current?.abort(); + return; + } + + // Modal just closed: skip refresh if driver is unchanged. + if (driverAtPauseRef.current !== null) { + const wasDriver = driverAtPauseRef.current; + driverAtPauseRef.current = null; + if (driver === wasDriver) return; + } + + if (!driver) return; + + abortRef.current?.abort(); + const ac = new AbortController(); + abortRef.current = ac; + const myGen = ++reqGen.current; + + const t = setTimeout(async () => { + const snap = inputsRef.current; + const body = { + module_session_name: sessionName, + inputs: snap, + operation: "refresh", + }; + const res = await fetchDesignPrefSync(body, ac.signal); + if (myGen !== reqGen.current) return; + if (!res.success) { + if (res.aborted) return; + return; + } + const { data } = res; + const resolvedInputs = data.resolved_inputs || {}; + const metadata = data.metadata; + let mergedSnapshotInputs = null; + setInputs((prev) => { + const next = mergeLinkedParityKeysIntoInputs(prev, resolvedInputs, metadata); + mergedSnapshotInputs = next; + return next; + }); + const snapshot = { + resolved_inputs: mergedSnapshotInputs || { ...inputsRef.current }, + material_details: data.material_details, + metadata: data.metadata, + }; + applyStrictLinkedReseed?.({ + material_details: data.material_details, + metadata: data.metadata, + snapshot, + }); + setLastKnownGoodDesignPrefSnapshot(snapshot); + }, DEBOUNCE_MS); + + return () => { + clearTimeout(t); + ac.abort(); + }; + }, [ + sessionName, + inputs?.connector_material, + inputs?.material, + inputs?.member_material, + setInputs, + applyStrictLinkedReseed, + setLastKnownGoodDesignPrefSnapshot, + pause, + ]); +} diff --git a/frontend/src/modules/shared/hooks/useDesignReport.js b/frontend/src/modules/shared/hooks/useDesignReport.js new file mode 100644 index 000000000..76899ec44 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useDesignReport.js @@ -0,0 +1,109 @@ +import { useState } from "react"; + +/** + * Handles design report modal state and submission. + * Keeps legacy payload build but defers actual report generation to caller. + */ +export const useDesignReport = ( + service, + moduleConfig, + output, + logs, + inputs, + allSelected, + extraState, + moduleData +) => { + const [createDesignReportBool, setCreateDesignReportBool] = useState(false); + const [designReportInputs, setDesignReportInputs] = useState({ + companyName: "Your company", + groupTeamName: "Your team", + designer: "You", + projectTitle: "", + subtitle: "", + jobNumber: "1", + client: "Someone else", + additionalComments: "No comments", + companyLogo: null, + companyLogoName: "", + }); + + const open = () => setCreateDesignReportBool(true); + + const submit = async (selectedSections = []) => { + if (!output) { + alert("Please submit the design first."); + return; + } + + try { + const { beamList, columnList, angleList, boltDiameterList, propertyClassList, thicknessList, channelList, weldSizeList } = moduleData || {}; + + const submissionParams = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + { + boltDiameterList, + propertyClassList, + thicknessList, + angleList, + beamList, + columnList, + channelList, + weldSizeList + }, + extraState + ); + + const payload = { + ...designReportInputs, + moduleId: moduleConfig.designType, + inputValues: submissionParams, + designStatus: true, + logs: logs || [], + }; + + if (selectedSections && selectedSections.length > 0) { + payload.sections = selectedSections; + } + + const result = await service.generateInitialReport( + moduleConfig?.designType, + payload + ); + if (result?.success) { + close(); + } else { + alert(`Failed to generate design report: ${result?.error || "Unknown error"}`); + } + } catch (error) { + alert(`Error generating design report: ${error.message}`); + } + }; + + const close = () => { + setDesignReportInputs({ + companyName: "Your company", + groupTeamName: "Your team", + designer: "You", + projectTitle: "", + subtitle: "", + jobNumber: "1", + client: "Someone else", + additionalComments: "No comments", + companyLogo: null, + companyLogoName: "", + }); + setCreateDesignReportBool(false); + }; + + return { + createDesignReportBool, + designReportInputs, + setDesignReportInputs, + open, + submit, + close, + }; +}; + diff --git a/frontend/src/modules/shared/hooks/useDesignSubmission.js b/frontend/src/modules/shared/hooks/useDesignSubmission.js new file mode 100644 index 000000000..52c9c4916 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useDesignSubmission.js @@ -0,0 +1,471 @@ +import { useEffect, useState, useRef } from "react"; +import { useParams } from "react-router-dom"; +import { message } from "antd"; + +/** + * Status state machine types + * Represents the different stages of the design workflow + */ +export const DESIGN_STATUS = { + IDLE: 'IDLE', + VALIDATING: 'VALIDATING', + CALCULATING: 'CALCULATING', + CAD_GENERATING: 'CAD_GENERATING', + COMPLETE: 'COMPLETE', + ERROR: 'ERROR' +}; + +/** + * Status object shape + * { + * step: DESIGN_STATUS.IDLE | DESIGN_STATUS.VALIDATING | ... + * message: string + * error: Error | null + * progress: number (0-100, optional) + * } + */ + +/** + * Action layer for design + CAD submission. + * Encapsulates validation, submission pipeline, and related UI state. + */ +export const useDesignSubmission = (service, moduleConfig) => { + const params = useParams(); + const projectId = params.projectId ? parseInt(params.projectId, 10) : null; + /// TODO: verify if this flow is ok or we need to add a save project and not auto save + const saveTimeoutRef = useRef(null); + const pendingSaveRef = useRef(null); + const [designData, setDesignData] = useState({}); + const [designLogs, setDesignLogs] = useState([]); + const [cadModelPaths, setCadModelPaths] = useState({}); + const [hoverDict, setHoverDict] = useState({}); + const [renderCadModel, setRenderCadModel] = useState(false); + const [displayPDF, setDisplayPDF] = useState(false); + + const [output, setOutput] = useState(null); + const [logs, setLogs] = useState(null); + const [displayOutput, setDisplayOutput] = useState(false); + const [loading, setLoading] = useState(false); + const [renderBoolean, setRenderBoolean] = useState(false); + const [modelKey, setModelKey] = useState(0); + const [screenshotTrigger, setScreenshotTrigger] = useState(false); + + // Status state machine + const [status, setStatus] = useState({ + step: DESIGN_STATUS.IDLE, + message: '', + error: null + }); + + // Cleanup/Flush pending save on unmount + useEffect(() => { + return () => { + if (saveTimeoutRef.current) { + clearTimeout(saveTimeoutRef.current); + } + if (pendingSaveRef.current && projectId && service.updateProject) { + service.updateProject(projectId, pendingSaveRef.current).catch(err => { + if (import.meta.env.DEV) { + console.error('[useDesignSubmission] Failed to save outputs on unmount:', err); + } + }); + } + }; + }, [projectId, service]); + + const submitDesign = async ({ + inputs, + dockInputs = null, + designPrefOverrides = null, + selectionStates, + allSelected, + moduleData, + extraState, + }) => { + let outputWasSet = false; + + // Pass full moduleData as lists so buildSubmissionParams can use sectionDesignation, anchorDiameterList, etc. + const lists = moduleData; + + // Validation step + setStatus({ + step: DESIGN_STATUS.VALIDATING, + message: 'Validating inputs...', + error: null + }); + + if (moduleConfig.inputSections) { + for (const section of moduleConfig.inputSections) { + for (const field of section.fields || []) { + if (field.conditionalDisplay && !field.conditionalDisplay(extraState, inputs)) { + continue; + } + + const effectiveType = typeof field.conditionalType === 'function' + ? field.conditionalType(inputs) + : field.type; + + if (effectiveType === 'image') { + continue; + } + + let value = inputs[field.key]; + if (effectiveType === 'connectivitySelect' || effectiveType === 'endPlateSelect') { + value = extraState?.selectedOption || value; + } + const isCustomizable = effectiveType === 'customizable'; + + if (isCustomizable) { + const selectionKey = field.selectionKey; + const isCustomized = selectionStates?.[selectionKey] === 'Customized'; + if (isCustomized && (!Array.isArray(value) || value.length === 0)) { + const errMsg = `Please select at least one value for ${field.label}.`; + setStatus({ + step: DESIGN_STATUS.ERROR, + message: errMsg, + error: new Error(errMsg) + }); + message.error(errMsg); + return; + } + } else { + if ( + value === undefined || + value === null || + (typeof value === 'string' && value.trim() === '') || + value === 'Select Section' || + (Array.isArray(value) && value.length === 0) + ) { + const errMsg = `Please fill in the ${field.label} field.`; + setStatus({ + step: DESIGN_STATUS.ERROR, + message: errMsg, + error: new Error(errMsg) + }); + message.error(errMsg); + return; + } + } + } + } + } + + const validationResult = moduleConfig.validateInputs( + inputs, + extraState, + lists, + selectionStates + ); + + if (!validationResult.isValid) { + setStatus({ + step: DESIGN_STATUS.ERROR, + message: validationResult.message || 'Validation failed', + error: new Error(validationResult.message) + }); + message.error(validationResult.message || 'Validation failed'); + return; + } + + // Parameter building step + let param = null; + try { + param = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + lists, + extraState + ); + } catch (err) { + setStatus({ + step: DESIGN_STATUS.ERROR, + message: 'Error preparing submission parameters', + error: err + }); + alert("Error preparing submission parameters. See console for details."); + if (import.meta.env.DEV) { + console.error("buildSubmissionParams threw:", err); + } + return; + } + + // Calculation step + setStatus({ + step: DESIGN_STATUS.CALCULATING, + message: 'Running design calculations...', + error: null + }); + setLoading(true); + + try { + const designResult = await service.createDesign(moduleConfig.designType, param); + const designBody = designResult?.body; + const designSuccess = + (designResult?.status === 200 || designResult?.status === 201) && + designBody?.success !== false && + designBody?.data; + + if (!designSuccess) { + const errorMessage = designBody?.error || "Design failed. Please check inputs."; + setStatus({ + step: DESIGN_STATUS.ERROR, + message: errorMessage, + error: new Error(errorMessage) + }); + setLoading(false); + alert(errorMessage); + return; + } + + // Normalize design output once and set (keep all keys so output dock can show every configured field) + const formattedOutput = {}; + for (const [key, value] of Object.entries(designBody?.data || {})) { + const label = value?.label ?? key; + const val = value?.val ?? value?.value ?? value; + formattedOutput[key] = { label, val: val !== undefined && val !== null ? val : "" }; + } + + const nextLogs = designBody.logs || []; + setDesignData(designBody.data || {}); + setDesignLogs(nextLogs); + setLogs(nextLogs); + setOutput(formattedOutput); + outputWasSet = true; + setDisplayOutput(true); + + if (designBody?.design_status === false) { + const failMessage = "Design is unsafe / failed. Please inspect calculation logs for details."; + setStatus({ + step: DESIGN_STATUS.ERROR, + message: failMessage, + error: new Error(failMessage) + }); + setLoading(false); + return; + } + + if (projectId && service.updateProject) { + if (saveTimeoutRef.current) { + clearTimeout(saveTimeoutRef.current); + } + + const savePayload = { + inputs_json: { + dock: dockInputs || { ...inputs, ...extraState }, + pref: designPrefOverrides || {}, + }, + outputs_json: designBody.data, + }; + pendingSaveRef.current = savePayload; + + saveTimeoutRef.current = setTimeout(async () => { + try { + await service.updateProject(projectId, savePayload); + pendingSaveRef.current = null; + } catch (err) { + if (import.meta.env.DEV) { + console.error('[useDesignSubmission] Failed to save outputs (debounced):', err); + } + } finally { + saveTimeoutRef.current = null; + } + }, 5000); + } + + setStatus({ + step: DESIGN_STATUS.CAD_GENERATING, + message: 'Building 3D model...', + error: null + }); + + const cadResult = await service.createCADModel(moduleConfig.designType, param); + + if (cadResult?.success) { + const normalizedFiles = {}; + Object.entries(cadResult.files || {}).forEach(([key, value]) => { + if (!key) return; + const normKey = key.trim(); + const mapped = + normKey === 'beam' ? 'Beam' : + normKey === 'column' ? 'Column' : + normKey === 'plate' ? 'Plate' : + normKey; + normalizedFiles[mapped] = value; + }); + + setCadModelPaths(normalizedFiles); + setHoverDict(cadResult.hover_dict || {}); + setRenderCadModel(true); + setRenderBoolean(true); + setDisplayOutput(true); + setLoading(false); + setModelKey((prev) => prev + 1); + + setStatus({ + step: DESIGN_STATUS.COMPLETE, + message: 'Design complete!', + error: null + }); + + setTimeout(() => { + setStatus({ + step: DESIGN_STATUS.IDLE, + message: '', + error: null + }); + }, 1000); + } else { + const cadErrorMessage = cadResult?.error || 'Failed to generate 3D model'; + setStatus({ + step: DESIGN_STATUS.ERROR, + message: `Calculation succeeded, but ${cadErrorMessage.toLowerCase()}`, + error: new Error(cadErrorMessage) + }); + setLoading(false); + setRenderBoolean(false); + } + } catch (e) { + const hasOutput = outputWasSet; + const errorMessage = e.message || 'An error occurred during design'; + + if (hasOutput) { + setStatus({ + step: DESIGN_STATUS.ERROR, + message: `Calculation succeeded, but ${errorMessage.toLowerCase()}`, + error: e + }); + } else { + setStatus({ + step: DESIGN_STATUS.ERROR, + message: errorMessage, + error: e + }); + } + + setLoading(false); + setRenderBoolean(false); + } + }; + + const resetDesignState = () => { + setDesignData({}); + setDesignLogs([]); + setCadModelPaths({}); + setHoverDict({}); + setRenderCadModel(false); + setRenderBoolean(false); + setModelKey(0); + setOutput(null); + setLogs(null); + setDisplayOutput(false); + setLoading(false); + setStatus({ + step: DESIGN_STATUS.IDLE, + message: '', + error: null + }); + }; + + const clearDesignResults = () => { + setDisplayOutput(false); + setOutput(null); + setLogs(null); + setRenderBoolean(false); + setModelKey((prev) => prev + 1); + setLoading(false); + setStatus({ + step: DESIGN_STATUS.IDLE, + message: '', + error: null + }); + }; + + const loadSavedOutputs = (outputsData) => { + if (!outputsData || Object.keys(outputsData).length === 0) return; + + const formattedOutput = {}; + for (const [key, value] of Object.entries(outputsData)) { + const label = value?.label ?? key; + const val = value?.val ?? value?.value ?? value; + formattedOutput[key] = { label, val: val !== undefined && val !== null ? val : "" }; + } + + setOutput(formattedOutput); + setDisplayOutput(true); + }; + + const loadOutputs = (outputsData) => { + if (!outputsData) return; + + const formattedOutput = {}; + for (const [key, value] of Object.entries(outputsData)) { + const label = value?.label ?? key; + const val = value?.val ?? value?.value ?? value; + formattedOutput[key] = { label, val: val !== undefined && val !== null ? val : "" }; + } + + setDesignData(outputsData); + setOutput(formattedOutput); + setDisplayOutput(true); + }; + + // Inject a pre-generated CAD model (e.g. from the PSO optimization result) + // and flip the render flags so the CadViewer picks it up ā€” mirrors the CAD + // handling in the synchronous submitDesign flow. + const loadCadModel = (files, hover) => { + if (!files || Object.keys(files).length === 0) return; + const normalizedFiles = {}; + Object.entries(files).forEach(([key, value]) => { + if (!key) return; + const normKey = key.trim(); + const mapped = + normKey === 'beam' ? 'Beam' : + normKey === 'column' ? 'Column' : + normKey === 'plate' ? 'Plate' : + normKey; + normalizedFiles[mapped] = value; + }); + setCadModelPaths(normalizedFiles); + setHoverDict(hover || {}); + setRenderCadModel(true); + setRenderBoolean(true); + setModelKey((prev) => prev + 1); + }; + + return { + // submission + submitDesign, + // design state + designData, + designLogs, + cadData: { + paths: cadModelPaths, + hover: hoverDict, + render: renderCadModel, + }, + displayPDF, + setDisplayPDF, + // derived/output + output, + logs, + displayOutput, + setDisplayOutput, + // ui/flags + loading, + renderBoolean, + modelKey, + setModelKey, + // status state machine + status, + setStatus, + screenshotTrigger, + setScreenshotTrigger, + // helpers + resetDesignState, + clearDesignResults, + loadSavedOutputs, + loadOutputs, + loadCadModel, + }; +}; + diff --git a/frontend/src/modules/shared/hooks/useDockPanels.js b/frontend/src/modules/shared/hooks/useDockPanels.js new file mode 100644 index 000000000..05eb09aec --- /dev/null +++ b/frontend/src/modules/shared/hooks/useDockPanels.js @@ -0,0 +1,152 @@ +import { useReducer, useCallback, useEffect } from "react"; + +const initialState = { + input: true, + output: true, + cad: typeof window !== "undefined" ? window.innerWidth >= 1280 : true, + logs: false, +}; + +const dockReducer = (state, action) => { + const { isMobile, hasOutput } = action.payload || {}; + + switch (action.type) { + case "TOGGLE_INPUT": { + if (isMobile) { + if (state.input) { + return { ...state, input: false }; + } else { + return { ...state, input: true, output: false, logs: false, cad: false }; + } + } + return { ...state, input: !state.input }; + } + case "TOGGLE_OUTPUT": { + if (!hasOutput) return state; + if (isMobile) { + if (state.output) { + return { ...state, output: false }; + } else { + return { ...state, output: true, input: false, logs: false, cad: false }; + } + } + return { ...state, output: !state.output }; + } + case "TOGGLE_LOGS": { + if (!hasOutput) return state; + if (isMobile) { + if (state.logs) { + return { ...state, logs: false }; + } else { + if (state.cad) { + return { ...state, logs: true, input: false, output: false }; + } else { + return { ...state, logs: true, input: false, output: false, cad: false }; + } + } + } + return { ...state, logs: !state.logs }; + } + case "TOGGLE_CAD": { + if (isMobile) { + if (state.cad) { + return { ...state, cad: false }; + } else { + if (state.logs) { + return { ...state, cad: true, input: false, output: false }; + } else { + return { ...state, cad: true, input: false, output: false, logs: false }; + } + } + } + return { ...state, cad: true }; // Desktop always true + } + case "DESIGN_COMPLETE": { + if (isMobile) { + return { ...state, input: false, output: false, cad: true, logs: true }; + } + return { ...state, output: true, logs: true }; + } + case "EARLY_OUTPUT": { + if (!isMobile) { + return { ...state, output: true, logs: true }; + } + return state; + } + case "REDESIGNING": + case "UNLOCK": + case "RESET": { + if (isMobile) { + return { ...state, input: true, output: false, logs: false, cad: false }; + } + return { ...state, input: true, output: false, logs: false, cad: true }; + } + case "SYNC_MOBILE": { + if (!isMobile && !state.cad) { + return { ...state, cad: true }; + } + return state; + } + case "SET_DOCK_STATE": { + return { ...state, ...action.payload.state }; + } + default: + return state; + } +}; + +export const useDockPanels = (isMobile) => { + const [docks, dispatch] = useReducer(dockReducer, { + ...initialState, + cad: !isMobile, + output: !isMobile, + }); + + useEffect(() => { + dispatch({ type: "SYNC_MOBILE", payload: { isMobile } }); + }, [isMobile]); + + const toggleInputDock = useCallback(() => { + dispatch({ type: "TOGGLE_INPUT", payload: { isMobile } }); + }, [isMobile]); + + const toggleOutputDock = useCallback((hasOutput) => { + dispatch({ type: "TOGGLE_OUTPUT", payload: { isMobile, hasOutput } }); + }, [isMobile]); + + const toggleLogs = useCallback((hasOutput) => { + dispatch({ type: "TOGGLE_LOGS", payload: { isMobile, hasOutput } }); + }, [isMobile]); + + const toggleCad = useCallback(() => { + dispatch({ type: "TOGGLE_CAD", payload: { isMobile } }); + }, [isMobile]); + + const setDesignComplete = useCallback(() => { + dispatch({ type: "DESIGN_COMPLETE", payload: { isMobile } }); + }, [isMobile]); + + const setEarlyOutput = useCallback(() => { + dispatch({ type: "EARLY_OUTPUT", payload: { isMobile } }); + }, [isMobile]); + + const resetDocks = useCallback((actionType = "RESET") => { + dispatch({ type: actionType, payload: { isMobile } }); + }, [isMobile]); + + const setDocks = useCallback((state) => { + dispatch({ type: "SET_DOCK_STATE", payload: { state } }); + }, []); + + return { + docks, + toggleInputDock, + toggleOutputDock, + toggleLogs, + toggleCad, + setDesignComplete, + setEarlyOutput, + resetDocks, + setDocks, + }; +}; diff --git a/frontend/src/modules/shared/hooks/useEngineeringModule.js b/frontend/src/modules/shared/hooks/useEngineeringModule.js new file mode 100644 index 000000000..9653a5160 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useEngineeringModule.js @@ -0,0 +1,296 @@ +import { useState, useContext, useCallback } from "react"; +import { useDesignPrefSync } from "./useDesignPrefSync"; +import { useNavigate } from "react-router-dom"; +import { ModuleContext } from "../../../context/ModuleState"; +import { useEngineeringService } from "./useEngineeringService"; +import { useModuleData } from "./useModuleData"; +import { useModuleForm } from "./useModuleForm"; +import { useDesignSubmission } from "./useDesignSubmission"; +import { useNavigationGuard } from "./useNavigationGuard"; +import { useDependentData } from "./useDependentData"; +import { useDesignReport } from "./useDesignReport"; + +/** + * useEngineeringModule Hook + * + * Manages business logic and state for engineering module workflows. + * Provides a clean API for EngineeringModule component. + * + * This hook encapsulates: + * - Module data loading and state management + * - Design calculation and CAD generation flow + * - Input/output state synchronization + * - Navigation protection and reset logic + * - Modal and selection state management + * + * @param {Object} moduleConfig - Module configuration object + * @param {string} moduleConfig.designType - Module identifier (e.g., 'FinPlateConnection') + * @param {string} moduleConfig.cameraKey - Camera/view key for module + * @param {Object} moduleConfig.defaultInputs - Default input values + * @param {Array} moduleConfig.modalConfig - Modal configuration array + * @param {Array} moduleConfig.selectionConfig - Selection configuration array + * @param {Function} moduleConfig.validateInputs - Input validation function + * @param {Function} moduleConfig.buildSubmissionParams - Parameter building function + * @param {string} moduleConfig.routePath - Route path for navigation + * @param {number|null} projectId - Current project ID (optional) + * + * @returns {Object} State and action functions + * @returns {Array} returns.beamList - List of beam sections + * @returns {Array} returns.columnList - List of column sections + * @returns {Array} returns.materialList - List of materials + * @returns {Array} returns.boltDiameterList - List of bolt diameters + * @returns {Object} returns.inputs - Current input values + * @returns {Function} returns.setInputs - Update input values + * @returns {Object} returns.output - Design output data + * @returns {Array} returns.logs - Design calculation logs + * @returns {boolean} returns.loading - Loading state + * @returns {Function} returns.handleSubmit - Submit design calculation + * @returns {Function} returns.handleReset - Reset module state + * @returns {Object} returns.service - Engineering service API + */ +export const useEngineeringModule = (moduleConfig) => { + const navigate = useNavigate(); + const service = useEngineeringService(); + const { getModuleData, getDesignPreferences } = service; + + const { + resetModuleState, + applyStrictLinkedReseed, + setLastKnownGoodDesignPrefSnapshot, + } = useContext(ModuleContext); + + const [optionsRefetchKey, setOptionsRefetchKey] = useState(0); + const moduleData = useModuleData( + getModuleData, + moduleConfig.designType, + optionsRefetchKey + ); + const refetchModuleOptions = useCallback(() => { + setOptionsRefetchKey((k) => k + 1); + }, []); + + const { + submitDesign, + cadData, + output, + logs, + loading, + renderBoolean, + modelKey, + status, + setStatus, + resetDesignState, + clearDesignResults: clearDesignResultsState, + screenshotTrigger, + setScreenshotTrigger, + loadSavedOutputs, + loadOutputs, + loadCadModel, + } = useDesignSubmission(service, moduleConfig); + + const { + inputs, + setInputs, + extraState, + setExtraState, + selectionStates, + setSelectionStates, + allSelected, + setAllSelected, + selectedItems, + setSelectedItems, + modalStates, + modalDynamicSrc, + setModalDynamicSrc, + designPrefModalStatus, + setDesignPrefModalStatus, + confirmationModal, + setConfirmationModal, + displaySaveInputPopup, + saveInputFileName, + designPrefOverrides, + setDesignPrefOverrides, + updateModalState, + updateSelectionState, + updateSelectedItems, + toggleAllSelected, + resetFormState, + } = useModuleForm(moduleConfig, moduleData); + + useDesignPrefSync({ + sessionName: moduleConfig.sessionName, + inputs, + setInputs, + applyStrictLinkedReseed, + setLastKnownGoodDesignPrefSnapshot, + pause: designPrefModalStatus, + }); + + const hasUnsavedWork = () => { + return !!(output || renderBoolean); + }; + + const { + showConfirmation: showResetConfirmation, + setShowConfirmation: setShowResetConfirmation, + confirmationType, + setConfirmationType, + confirmNavigation, + performNavigation, + } = useNavigationGuard(hasUnsavedWork(), moduleConfig.routePath); + + const report = useDesignReport( + service, + moduleConfig, + output, + logs, + inputs, + allSelected, + extraState, + moduleData + ); + + useDependentData(getDesignPreferences, moduleConfig, inputs, extraState); + + const resetToDefaultState = () => { + resetModuleState(); + resetDesignState(); + resetFormState(); + // setSelectedView is managed by the CAD viewer component + }; + + const handleSubmit = async () => { + const mergedInputs = { ...inputs, ...(designPrefOverrides || {}) }; + await submitDesign({ + inputs: mergedInputs, + dockInputs: inputs, + designPrefOverrides, + selectionStates, + allSelected, + moduleData, + extraState, + }); + }; + + + const handleQuitClick = () => { + if (hasUnsavedWork()) { + confirmNavigation("navigation", "back"); + } else { + navigate(-1); + } + }; + + const performReset = () => { + if (confirmationType === "navigation") { + resetToDefaultState(); + performNavigation(); + } else { + resetToDefaultState(); + setShowResetConfirmation(false); + setConfirmationType("reset"); + } + }; + + const saveOutput = async () => { + const validationResult = moduleConfig.validateInputs(inputs, extraState); + if (!validationResult.isValid) { + alert(validationResult.message); + return; + } + + const data = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + moduleData, + extraState + ); + + const csvResult = await service.exportToCSV(data); + if (!csvResult.success) { + alert(csvResult.error || "Failed to export CSV"); + } + }; + + const clearDesignResults = () => { + clearDesignResultsState(); + }; + + return { + moduleData: { + ...moduleData, + contextData: moduleData, + }, + + form: { + inputs, + setInputs, + extraState, + setExtraState, + designPrefOverrides, + setDesignPrefOverrides, + selectionStates, + setSelectionStates, + allSelected, + setAllSelected, + selectedItems, + setSelectedItems, + modalDynamicSrc, + setModalDynamicSrc, + displaySaveInputPopup, + saveInputFileName, + resetFormState, + }, + + uiContext: { + modalStates, + updateModalState, + updateSelectionState, + updateSelectedItems, + toggleAllSelected, + designPrefModalStatus, + setDesignPrefModalStatus, + confirmationModal, + setConfirmationModal, + showResetConfirmation, + setShowResetConfirmation, + confirmationType, + setConfirmationType, + createDesignReportBool: report.createDesignReportBool, + designReportInputs: report.designReportInputs, + setDesignReportInputs: report.setDesignReportInputs, + setCreateDesignReportBool: report.open, + }, + + designStatus: { + output, + logs, + loading, + status, + setStatus, + cadModelPaths: cadData?.paths, + renderBoolean, + modelKey, + screenshotTrigger, + setScreenshotTrigger, + hoverDict: cadData?.hover, + }, + + // 5. Actions / Handlers + actions: { + handleSubmit, + handleQuitClick, + performReset, + saveOutput, + clearDesignResults, + loadSavedOutputs, + loadOutputs, + loadCadModel, + service, + resetModuleState, + refetchModuleOptions, + handleCreateDesignReport: report.open, + handleCancelDesignReport: report.close, + }, + }; +}; diff --git a/frontend/src/modules/shared/hooks/useEngineeringService.js b/frontend/src/modules/shared/hooks/useEngineeringService.js new file mode 100644 index 000000000..1799c316e --- /dev/null +++ b/frontend/src/modules/shared/hooks/useEngineeringService.js @@ -0,0 +1,380 @@ +/** + * useEngineeringService Hook + * + * Centralized API service layer for all engineering module operations. + * This hook contains NO state - only API call functions. + * + * All API calls are extracted from: + * - ModuleState.jsx (Context) + * - moduleApi.js + * - EngineeringModule.jsx + * - DesignReportModal.jsx + */ + +import { useCallback } from 'react'; +import { exportToCSV as exportToCSVUtil } from '../../../utils/csvUtils'; +import { + fetchModuleOptions, + createDesign as dsCreateDesign, + createCad as dsCreateCad, + downloadCad as dsDownloadCad, + exportCad as dsExportCad, + addCustomMaterial as dsAddCustomMaterial, + fetchDesignPreferences as dsFetchDesignPreferences, +} from '../../../datasources/modulesDataSource'; +import { generateInitialReport as dsGenerateInitialReport, customizeReport as dsCustomizeReport } from '../../../datasources/reportsDataSource'; +import { saveOsiFromInputs as dsSaveOsiFromInputs } from '../../../datasources/osiDataSource'; +import { apiClient } from '../../../utils/apiClient'; +import { getModuleSlug } from '../../../constants/apiRoutes'; + +// =================================================================== +// MAIN HOOK +// =================================================================== + +export const useEngineeringService = () => { + const apiCall = apiClient; + + // =================================================================== + // 1. MODULE DATA - Get module options and data + // =================================================================== + + /** + * Get module data (options, lists, etc.) + * @param {string} moduleKey - Module identifier + * @param {Object} options - Optional parameters + * @param {string} options.connectivity - Connection type filter + * @returns {Promise<{success: boolean, data?: Object, error?: string}>} + */ + const getModuleData = useCallback(async (moduleKey, options = {}) => { + try { + return await fetchModuleOptions(moduleKey, { + connectivity: options.connectivity, + }); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + // =================================================================== + // 2. DESIGN - Design calculation + // =================================================================== + + /** + * Create design calculation + * @param {string} moduleKey - Module identifier + * @param {Object} inputs - Design input values + * @returns {Promise<{status: number, body: Object}>} + */ + const createDesign = useCallback(async (moduleKey, inputs) => { + try { + return await dsCreateDesign(moduleKey, inputs); + } catch (error) { + return { status: 500, body: { success: false, error: error.message } }; + } + }, []); + + // =================================================================== + // 3. CAD - 3D Model generation and download + // =================================================================== + + /** + * Create 3D CAD model + * @param {string} moduleKey - Module identifier + * @param {Object} inputs - Design input values + * @returns {Promise<{success: boolean, files?: Object, hover_dict?: Object, error?: string}>} + */ + const createCADModel = useCallback(async (moduleKey, inputs) => { + try { + const { status, data } = await dsCreateCad(moduleKey, inputs); + + // Handle "coming soon" status (200 with coming_soon status) + if (status === 200 && data.status === 'coming_soon') { + return { + success: false, + coming_soon: true, + message: data.message || '3D model generation is coming soon', + }; + } + + if (status === 201 && data.status === 'success') { + return { + success: true, + files: data.files, + hover_dict: data.hover_dict, + }; + } else { + throw new Error(data.message || 'CAD generation failed'); + } + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + /** + * Download CAD model in specified format + * @param {string} format - File format (e.g., 'step', 'iges', 'stl') + * @returns {Promise<{success: boolean, blob?: Blob, error?: string}>} + */ + const downloadCADModel = useCallback(async (format) => { + try { + return await dsDownloadCad(format); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + /** + * Export CAD in requested format using module inputs. + */ + const exportCADModel = useCallback( + async (moduleId, inputValues, format, section = "Model") => { + try { + return await dsExportCad(moduleId, inputValues, format, section); + } catch (error) { + return { success: false, error: error.message }; + } + }, + [] + ); + + /** + * Design and generate CAD in one call + * @param {string} moduleKey - Module identifier + * @param {Object} inputs - Design input values + * @returns {Promise<{design?: Object, cad?: Object, error?: string}>} + */ + const designAndGenerateCad = useCallback(async (moduleKey, inputs) => { + try { + // First, run design calculation + const designResult = await createDesign(moduleKey, inputs); + + if (designResult.status !== 201) { + return { design: null, cad: null, error: designResult.body?.message || 'Design calculation failed' }; + } + + const designData = designResult.body; + const hasData = designData?.data && Object.keys(designData.data || {}).length > 0; + const isSuccess = designResult.status === 201 && designData?.success !== false && (hasData || Array.isArray(designData)); + + if (!isSuccess) { + return { design: null, cad: null, error: designData?.message || 'Design calculation failed' }; + } + + // Then, generate CAD + const cadResult = await createCADModel(moduleKey, inputs); + + if (!cadResult.success) { + return { design: designData, cad: null, error: cadResult.error }; + } + + return { design: designData, cad: cadResult, error: null }; + } catch (error) { + return { design: null, cad: null, error: error.message }; + } + }, [createDesign, createCADModel]); + + // =================================================================== + // 4. PROJECTS - Project management + // =================================================================== + + /** + * Get project by ID + * @param {number} projectId - Project ID + * @returns {Promise<{success: boolean, project?: Object, error?: string}>} + */ + const getProject = useCallback(async (projectId) => { + try { + const response = await apiCall(`api/projects/${projectId}/`, { + method: 'GET', + }); + + const data = await response.json(); + if (data.success && data.project) { + return { success: true, project: data.project }; + } else { + return { success: false, error: data.error || 'Project not found' }; + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [apiCall]); + + /** + * Update project + * @param {number} projectId - Project ID + * @param {Object} data - Project data to update + * @returns {Promise<{success: boolean, error?: string}>} + */ + const updateProject = useCallback(async (projectId, data) => { + try { + const response = await apiCall(`api/projects/${projectId}/`, { + method: 'PUT', + body: JSON.stringify(data), + }); + + const result = await response.json(); + if (result.success) { + return { success: true }; + } else { + return { success: false, error: result.error || 'Failed to update project' }; + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [apiCall]); + + // =================================================================== + // 5. OSI FILES - OSI file generation + // =================================================================== + + /** + * Save OSI file from inputs + * @param {string} name - Project name + * @param {string} moduleId - Module identifier + * @param {Object} inputs - Input values + * @param {boolean} inline - Whether to return inline (for download) + * @returns {Promise<{success: boolean, content_base64?: string, filename?: string, error?: string}>} + */ + const saveOSIFromInputs = useCallback(async (name, moduleId, inputs, inline = false) => { + try { + return await dsSaveOsiFromInputs({ name, moduleId, inputs, inline }); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + // =================================================================== + // 6. REPORTS - Report generation + // =================================================================== + + /** + * Generate initial report + * @param {string} moduleKey - Module identifier (e.g., designType) + * @param {Object} reportData - Report data including metadata, input_values, etc. + * @returns {Promise<{success: boolean, report_id?: string, sections?: Object, error?: string}>} + */ + const generateInitialReport = useCallback(async (moduleKey, reportData) => { + try { + return await dsGenerateInitialReport(moduleKey, reportData); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + /** + * Customize report (generate PDF) + * @param {string} reportId - Report ID + * @param {Array} selectedSections - Selected sections + * @returns {Promise<{success: boolean, blob?: Blob, error?: string}>} + */ + const customizeReport = useCallback(async (reportId, selectedSections) => { + try { + return await dsCustomizeReport(reportId, selectedSections); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + // =================================================================== + // 7. MATERIALS & PREFERENCES - Custom materials and design preferences + // =================================================================== + + /** + * Add custom material + * @param {Object} materialData - Material data + * @param {string} materialData.grade - Material grade + * @param {Object} materialData.inputs - Material properties (fy_20, fy_20_40, fy_40, fu) + * @returns {Promise<{success: boolean, data?: Object, error?: string}>} + */ + const addCustomMaterial = useCallback(async (materialData) => { + try { + return await dsAddCustomMaterial(materialData); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + /** + * Get design preferences + * @param {Object} params - Query parameters + * @param {string} params.supported_section - Supported section + * @param {string} params.supporting_section - Supporting section + * @param {string} params.connectivity - Connectivity type + * @returns {Promise<{success: boolean, data?: Object, error?: string}>} + */ + const getDesignPreferences = useCallback(async (params = {}) => { + try { + return await dsFetchDesignPreferences(params); + } catch (error) { + return { success: false, error: error.message }; + } + }, []); + + /** + * Upload company logo + * @param {File} file - Logo file + * @param {string} filename - Logo filename + * @returns {Promise<{success: boolean, logoPath?: string, error?: string}>} + */ + const uploadCompanyLogo = useCallback(async (file, filename) => { + try { + const formData = new FormData(); + formData.append('file', file, filename); + + const response = await apiCall('api/company-logo/', { + method: 'POST', + body: formData, + }); + + if (response.status === 201) { + const result = await response.json(); + return { success: true, logoPath: result.logoFullPath }; + } else { + throw new Error(`Logo upload failed: ${response.status}`); + } + } catch (error) { + return { success: false, error: error.message }; + } + }, [apiCall]); + + // =================================================================== + // RETURN API + // =================================================================== + + return { + // Module Data + getModuleData, + + // Design + createDesign, + designAndGenerateCad, + + // CAD + createCADModel, + downloadCADModel, + exportCADModel, + + // Projects + getProject, + updateProject, + + // OSI Files + saveOSIFromInputs, + + // Reports + generateInitialReport, + customizeReport, + + // Materials & Preferences + addCustomMaterial, + getDesignPreferences, + uploadCompanyLogo, + + // CSV + exportToCSV: exportToCSVUtil, + + // Utilities + getSlug: getModuleSlug, + }; +}; + diff --git a/frontend/src/modules/shared/hooks/useEngineeringShortcuts.js b/frontend/src/modules/shared/hooks/useEngineeringShortcuts.js new file mode 100644 index 000000000..dcccb5ceb --- /dev/null +++ b/frontend/src/modules/shared/hooks/useEngineeringShortcuts.js @@ -0,0 +1,169 @@ +import { useShortcutLayer } from "../../../utils/shortcuts/ShortcutProvider"; +import { SHORTCUT_ACTION_BY_ID } from "../../../constants/shortcuts"; +import { DESIGN_STATUS } from "../hooks/useDesignSubmission"; +import { message } from "antd"; + +export const useEngineeringShortcuts = ({ + navigate, + toggleInputDock, + toggleOutputDock, + toggleLogs, + handleSubmitEnhanced, + handleResetEnhanced, + handleLockToggle, + showCad, + setSelectedCameraView, + hasModalContext, + output, + status, + handleCreateProject, + projectIdFromUrl, + handleLoadInputFromShortcut, + cadModelPaths, + setSelectedSave3dType, + setShowSave3dTypeModal, + setCreateDesignReportBool, + handleOpenDesignPrefFromShortcut, + toggleTheme, +}) => { + useShortcutLayer({ + id: "engineering-modal-blocker", + priority: 100, + enabled: hasModalContext, + blockLower: true, + bindings: [], + }); + + useShortcutLayer({ + id: "engineering-core-shortcuts", + priority: 50, + enabled: true, + bindings: [ + { + combos: SHORTCUT_ACTION_BY_ID["global.nav.home"]?.shortcuts, + handler: () => navigate("/home"), + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.dock.input.toggle"]?.shortcuts, + handler: () => toggleInputDock(), + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.dock.output.toggle"]?.shortcuts, + when: () => !!output, + handler: () => toggleOutputDock(!!output), + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.logs.toggle"]?.shortcuts, + when: () => !!output, + handler: () => toggleLogs(!!output), + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.design.submit"]?.shortcuts, + when: () => + status.step !== DESIGN_STATUS.CALCULATING && + status.step !== DESIGN_STATUS.CAD_GENERATING, + handler: () => { + handleSubmitEnhanced(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.design.reset"]?.shortcuts, + handler: () => { + handleResetEnhanced(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.input.lockToggle"]?.shortcuts, + handler: () => { + handleLockToggle(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.cad.zoomIn"]?.shortcuts, + when: () => !!showCad, + handler: () => { + document.dispatchEvent(new CustomEvent("cad-camera-action", { detail: "zoom-in" })); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.cad.zoomOut"]?.shortcuts, + when: () => !!showCad, + handler: () => { + document.dispatchEvent(new CustomEvent("cad-camera-action", { detail: "zoom-out" })); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.cad.view.front"]?.shortcuts, + when: () => !!showCad, + handler: () => { + setSelectedCameraView("XY"); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.cad.view.top"]?.shortcuts, + when: () => !!showCad, + handler: () => { + setSelectedCameraView("ZX"); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.cad.view.side"]?.shortcuts, + when: () => !!showCad, + handler: () => { + setSelectedCameraView("YZ"); + }, + }, + ], + }); + + useShortcutLayer({ + id: "engineering-extended-shortcuts", + priority: 45, + enabled: true, + bindings: [ + { + combos: SHORTCUT_ACTION_BY_ID["eng.project.create"]?.shortcuts, + when: () => !projectIdFromUrl, + handler: () => { + handleCreateProject(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.input.load"]?.shortcuts, + handler: () => { + handleLoadInputFromShortcut(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.model.save3d"]?.shortcuts, + handler: () => { + if (!cadModelPaths || Object.keys(cadModelPaths).length === 0) { + message.warning("No 3D model available. Run design first to enable Save 3D Model."); + return; + } + setSelectedSave3dType("Export STL"); + setShowSave3dTypeModal(true); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.report.download"]?.shortcuts, + when: () => !!output, + handler: () => { + setCreateDesignReportBool(true); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["eng.pref.open"]?.shortcuts, + handler: () => { + handleOpenDesignPrefFromShortcut(); + }, + }, + { + combos: SHORTCUT_ACTION_BY_ID["global.theme.toggle"]?.shortcuts, + handler: () => { + toggleTheme(); + }, + }, + ], + }); +}; diff --git a/frontend/src/modules/shared/hooks/useHover.js b/frontend/src/modules/shared/hooks/useHover.js new file mode 100644 index 000000000..9d196f169 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useHover.js @@ -0,0 +1,20 @@ +import { useState, useCallback } from "react"; + +export const useHover = () => { + const [hoverText, setHoverText] = useState(""); + const [hoverPos, setHoverPos] = useState({ x: 0, y: 0 }); + + const handleHoverLabel = useCallback((label, clientX, clientY) => { + if (!label) return; + if (typeof clientX === "number" && typeof clientY === "number") { + setHoverPos({ x: clientX + 12, y: clientY + 12 }); + } + setHoverText(label); + }, []); + + const handleHoverEnd = useCallback(() => { + setHoverText(""); + }, []); + + return { hoverText, setHoverText, hoverPos, setHoverPos, handleHoverLabel, handleHoverEnd }; +}; diff --git a/frontend/src/modules/shared/hooks/useModuleData.js b/frontend/src/modules/shared/hooks/useModuleData.js new file mode 100644 index 000000000..366d63662 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useModuleData.js @@ -0,0 +1,96 @@ +import { useEffect, useState, useMemo } from "react"; +import { MODULE_DATA_LIST_KEYS, API_KEY_MAP } from "../constants/moduleDataKeys"; + +const CUSTOM_SECTION_EVENT = "osdag:custom-section-added"; + +const SECTION_TABLE_TO_LIST_KEYS = { + Columns: ["columnList", "sectionDesignation"], + Beams: ["beamList", "sectionDesignation"], + Angles: ["angleList", "topAngleList"], + Channels: ["channelList"], +}; + +const appendUnique = (list = [], value) => { + if (!value) return list || []; + const safeList = Array.isArray(list) ? list : []; + const stringValue = String(value); + if (safeList.some((item) => String(item) === stringValue)) return safeList; + return [...safeList, value]; +}; + +const mergeLocalCustomSections = (data, localCustomSections) => { + const next = { ...data }; + Object.entries(localCustomSections || {}).forEach(([table, designations]) => { + const listKeys = SECTION_TABLE_TO_LIST_KEYS[table] || []; + listKeys.forEach((key) => { + designations.forEach((designation) => { + next[key] = appendUnique(next[key], designation); + }); + }); + }); + return next; +}; + +/** + * Data layer for engineering modules. + * Fetches dropdown/static lists for the given design type. + */ +export const useModuleData = (getModuleData, designType, optionsRefetchKey = 0) => { + const initialState = MODULE_DATA_LIST_KEYS.reduce((acc, k) => ({ ...acc, [k]: [] }), {}); + const [baseModuleData, setBaseModuleData] = useState(initialState); + const [localCustomSections, setLocalCustomSections] = useState({}); + const [loadingOptions, setLoadingOptions] = useState(true); + + useEffect(() => { + const handleCustomSectionAdded = (event) => { + const { table, designation } = event.detail || {}; + if (!table || !designation || !SECTION_TABLE_TO_LIST_KEYS[table]) return; + setLocalCustomSections((prev) => ({ + ...prev, + [table]: appendUnique(prev[table], designation), + })); + }; + + window.addEventListener(CUSTOM_SECTION_EVENT, handleCustomSectionAdded); + return () => window.removeEventListener(CUSTOM_SECTION_EVENT, handleCustomSectionAdded); + }, []); + + useEffect(() => { + const loadModuleData = async () => { + if (!designType) return; + setLoadingOptions(true); + try { + const result = await getModuleData(designType); + if (result && result.success && result.data) { + const data = result.data || {}; + const pick = (camel, snake) => data[camel] ?? data[snake] ?? []; + const next = MODULE_DATA_LIST_KEYS.reduce((acc, camel) => { + acc[camel] = pick(camel, API_KEY_MAP[camel]); + return acc; + }, {}); + setBaseModuleData(next); + } + } catch (error) { + console.error("Failed to load module data:", error); + } finally { + setLoadingOptions(false); + } + }; + + loadModuleData(); + }, [designType, getModuleData, optionsRefetchKey]); + + const mergedOptions = useMemo(() => { + return { ...mergeLocalCustomSections(baseModuleData, localCustomSections), loadingOptions }; + }, [baseModuleData, localCustomSections, loadingOptions]); + + return mergedOptions; +}; + +export const notifyCustomSectionAdded = ({ table, designation }) => { + window.dispatchEvent( + new CustomEvent(CUSTOM_SECTION_EVENT, { + detail: { table, designation }, + }) + ); +}; diff --git a/frontend/src/modules/shared/hooks/useModuleForm.js b/frontend/src/modules/shared/hooks/useModuleForm.js new file mode 100644 index 000000000..df626b516 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useModuleForm.js @@ -0,0 +1,275 @@ +import { useEffect, useState, useRef, useMemo } from "react"; +import { + MODULE_KEY_FIN_PLATE, + MODULE_KEY_CLEAT_ANGLE, + MODULE_KEY_SEAT_ANGLE, + MODULE_KEY_END_PLATE, + MODULE_KEY_BEAM_BEAM_END_PLATE, + MODULE_KEY_BEAM_COLUMN_END_PLATE, +} from "../../../constants/DesignKeys"; +import { INPUT_KEY_TO_LIST } from "../constants/moduleDataKeys"; +import { loadStateFromOsi } from "../utils/osiLoader"; + +const buildInitialSelectionStates = (config) => + (config.selectionConfig || []).reduce((acc, selection) => { + acc[selection.key] = selection.defaultValue || "All"; + return acc; + }, {}); + +const buildInitialAllSelected = (config) => + (config.selectionConfig || []).reduce((acc, selection) => { + acc[selection.inputKey] = true; + return acc; + }, {}); + +const buildInitialSelectedItems = (config) => + (config.selectionConfig || []).reduce((acc, selection) => { + acc[selection.inputKey] = []; + return acc; + }, {}); + +const buildInitialModalStates = (config) => + (config.modalConfig || []).reduce((acc, modal) => { + acc[modal.key] = false; + return acc; + }, {}); + +const buildInitialModalDynamicSrc = (config) => + (config.modalConfig || []).reduce((acc, modal) => { + if (!modal?.dataSource) acc[modal.key] = []; + return acc; + }, {}); + +export const useModuleForm = (moduleConfig, moduleData) => { + const safeModuleData = useMemo(() => moduleData || {}, [moduleData]); + + const [inputs, setInputs] = useState(() => { + const urlParams = new URLSearchParams(window.location.search); + const hasProjectId = urlParams.get('projectId') != null || window.location.pathname.match(/\/\d+$/); + return hasProjectId ? {} : moduleConfig.defaultInputs; + }); + + const resolveInitialExtraState = () => { + if (typeof moduleConfig.getInitialExtraState === "function") { + return moduleConfig.getInitialExtraState(); + } + if (moduleConfig.cameraKey === MODULE_KEY_FIN_PLATE) { + return { selectedOption: "Column Flange-Beam-Web" }; + } else if (moduleConfig.cameraKey === MODULE_KEY_CLEAT_ANGLE) { + return { selectedOption: "Column Flange-Beam-Web" }; + } else if (moduleConfig.cameraKey === MODULE_KEY_SEAT_ANGLE) { + return { selectedOption: "Column Flange-Beam-Web" }; + } else if (moduleConfig.cameraKey === MODULE_KEY_END_PLATE) { + return { selectedOption: "Column Flange-Beam-Web" }; + } else if (moduleConfig.cameraKey === MODULE_KEY_BEAM_BEAM_END_PLATE) { + return { selectedOption: "Flushed - Reversible Moment" }; + } else if (moduleConfig.cameraKey === MODULE_KEY_BEAM_COLUMN_END_PLATE) { + return { selectedOption: "Flushed - Reversible Moment" }; + } + return { selectedOption: "Column Flange-Beam-Web" }; + }; + + const [extraState, setExtraState] = useState(resolveInitialExtraState()); + + const [selectionStates, setSelectionStates] = useState(() => buildInitialSelectionStates(moduleConfig)); + + const [allSelected, setAllSelected] = useState(() => buildInitialAllSelected(moduleConfig)); + + const [selectedItems, setSelectedItems] = useState(() => buildInitialSelectedItems(moduleConfig)); + + const [modalStates, setModalStates] = useState(() => buildInitialModalStates(moduleConfig)); + + const [modalDynamicSrc, setModalDynamicSrc] = useState(() => buildInitialModalDynamicSrc(moduleConfig)); + + const [designPrefModalStatus, setDesignPrefModalStatus] = useState(false); + const [confirmationModal, setConfirmationModal] = useState(false); + const [displaySaveInputPopup, setDisplaySaveInputPopup] = useState(false); + const [saveInputFileName, setSaveInputFileName] = useState(""); + const [designPrefOverrides, setDesignPrefOverrides] = useState({}); + + useEffect(() => { + try { + const moduleKey = moduleConfig.designType || moduleConfig.moduleKey || moduleConfig.cameraKey; + if (moduleKey) { + const raw = sessionStorage.getItem(`prefill:${moduleKey}`); + if (raw) { + const hasLoadedLists = Object.keys(safeModuleData).length > 0; + if (hasLoadedLists) { + const uiObj = JSON.parse(raw); + loadStateFromOsi(uiObj, { + setInputs, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleConfig, + safeModuleData, + }); + sessionStorage.removeItem(`prefill:${moduleKey}`); + } + } + } + } catch (e) { + console.warn("Prefill from OSI failed:", e); + } + }, [safeModuleData, moduleConfig]); + + useEffect(() => { + setInputs((prev) => { + let isChanged = false; + const nextInputs = { ...prev }; + + Object.entries(INPUT_KEY_TO_LIST).forEach(([inputKey, listKey]) => { + if (!allSelected?.[inputKey]) return; + + const current = prev?.[inputKey]; + const isEmptyArray = Array.isArray(current) ? current.length === 0 : !current; + if (!isEmptyArray) return; + + const fullList = safeModuleData[listKey]; + const normalized = Array.isArray(fullList) + ? fullList.map((val) => { + if (typeof val === "object" && val !== null) { + return val.value || val.Grade || String(val); + } + return String(val); + }) + : []; + + if (normalized.length > 0) { + nextInputs[inputKey] = normalized; + isChanged = true; + } + }); + + return isChanged ? nextInputs : prev; + }); + }, [safeModuleData, allSelected]); + + useEffect(() => { + if (displaySaveInputPopup) { + setTimeout(() => setDisplaySaveInputPopup(false), 4000); + } + }, [displaySaveInputPopup]); + + const dockDriverSnapshotRef = useRef(null); + + useEffect(() => { + const currentDockDrivers = { + material: inputs?.material, + member_material: inputs?.member_material, + connector_material: inputs?.connector_material, + }; + + if (!dockDriverSnapshotRef.current) { + dockDriverSnapshotRef.current = currentDockDrivers; + return; + } + + const prev = dockDriverSnapshotRef.current; + const dockDriverChanged = + prev.material !== currentDockDrivers.material || + prev.member_material !== currentDockDrivers.member_material || + prev.connector_material !== currentDockDrivers.connector_material; + + dockDriverSnapshotRef.current = currentDockDrivers; + if (!dockDriverChanged) return; + + setDesignPrefOverrides((prevOverrides) => { + if (!prevOverrides || typeof prevOverrides !== "object") return prevOverrides; + const nextOverrides = { ...prevOverrides }; + delete nextOverrides.supporting_material; + delete nextOverrides.supported_material; + delete nextOverrides.connector_material; + return nextOverrides; + }); + }, [ + inputs?.material, + inputs?.member_material, + inputs?.connector_material, + setDesignPrefOverrides, + ]); + + const updateModalState = (modalKey, isOpen) => { + setModalStates((prev) => ({ + ...prev, + [modalKey]: isOpen, + })); + }; + + const updateSelectionState = (selectionKey, value) => { + setSelectionStates((prev) => ({ + ...prev, + [selectionKey]: value, + })); + }; + + const updateSelectedItems = (inputKey, items) => { + setSelectedItems((prev) => ({ + ...prev, + [inputKey]: items, + })); + setInputs((prev) => ({ + ...prev, + [inputKey]: items, + })); + }; + + const toggleAllSelected = (inputKey, isAll) => { + setAllSelected((prev) => ({ + ...prev, + [inputKey]: isAll, + })); + }; + + const resetFormState = () => { + const resolvedInputs = moduleConfig.defaultInputs || {}; + console.log('[useModuleForm] resetFormState: setting inputs to config defaults', resolvedInputs); + setInputs(resolvedInputs); + setExtraState(resolveInitialExtraState()); + setSelectionStates(buildInitialSelectionStates(moduleConfig)); + setAllSelected(buildInitialAllSelected(moduleConfig)); + setSelectedItems(buildInitialSelectedItems(moduleConfig)); + setModalStates(buildInitialModalStates(moduleConfig)); + setModalDynamicSrc(buildInitialModalDynamicSrc(moduleConfig)); + + setDesignPrefModalStatus(false); + setConfirmationModal(false); + setDisplaySaveInputPopup(false); + setSaveInputFileName(""); + setDesignPrefOverrides({}); + }; + + return { + inputs, + setInputs, + extraState, + setExtraState, + selectionStates, + setSelectionStates, + allSelected, + setAllSelected, + selectedItems, + setSelectedItems, + modalStates, + setModalStates, + modalDynamicSrc, + setModalDynamicSrc, + designPrefModalStatus, + setDesignPrefModalStatus, + confirmationModal, + setConfirmationModal, + displaySaveInputPopup, + setDisplaySaveInputPopup, + saveInputFileName, + setSaveInputFileName, + designPrefOverrides, + setDesignPrefOverrides, + updateModalState, + updateSelectionState, + updateSelectedItems, + toggleAllSelected, + resetFormState, + }; +}; \ No newline at end of file diff --git a/frontend/src/modules/shared/hooks/useNavigationGuard.js b/frontend/src/modules/shared/hooks/useNavigationGuard.js new file mode 100644 index 000000000..9c19f1f77 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useNavigationGuard.js @@ -0,0 +1,108 @@ +import { useEffect, useState, useRef } from "react"; +import { useNavigate } from "react-router-dom"; + +/** + * Navigation guard for unsaved work/back button handling. + * Keeps UI state for confirmation modal and pending navigation. + */ +export const useNavigationGuard = (hasUnsavedWork, routePath) => { + const navigate = useNavigate(); + + // Modal State + const [showConfirmation, setShowConfirmation] = useState(false); + const [confirmationType, setConfirmationType] = useState("reset"); // 'reset' | 'navigation' + + // Navigation Lock + const allowNavigationRef = useRef(false); + const [navigationSource, setNavigationSource] = useState(null); // 'home' | 'back' + + const hasUnsaved = typeof hasUnsavedWork === "function" ? hasUnsavedWork() : !!hasUnsavedWork; + + // Browser Guard (Refresh / Close Tab) and Back Button Guard + useEffect(() => { + const handleBeforeUnload = (event) => { + if (hasUnsaved) { + const message = "You have unsaved design progress. Are you sure you want to leave?"; + event.preventDefault(); + event.returnValue = message; + return message; + } + }; + + const handlePopState = () => { + if (hasUnsaved && !allowNavigationRef.current) { + try { + // Preserve the full current path (including projectId) so we don't + // lose the project context when trapping the back button. + const currentPath = window.location.pathname; + window.history.pushState(null, "", currentPath); + } catch (e) { + // pushState can throw "The operation is insecure" in some contexts (e.g. post-login redirect, iframe) + if (e?.name !== "SecurityError") throw e; + } + setConfirmationType("navigation"); + setNavigationSource("back"); + setShowConfirmation(true); + } + }; + + window.addEventListener("beforeunload", handleBeforeUnload); + window.addEventListener("popstate", handlePopState); + + return () => { + window.removeEventListener("beforeunload", handleBeforeUnload); + window.removeEventListener("popstate", handlePopState); + }; + }, [hasUnsaved, routePath]); + + // Ensure there's a history entry to trap back navigation when work is unsaved + useEffect(() => { + if (!hasUnsaved) return; + try { + const path = window.location.pathname; + if (path && window.location.origin) { + window.history.pushState(null, "", path); + } + } catch (e) { + // pushState can throw "The operation is insecure" (e.g. post-login, iframe, or restricted context) + if (e?.name !== "SecurityError") throw e; + } + }, [hasUnsaved]); + + const confirmNavigation = (type, source) => { + setConfirmationType(type); + setNavigationSource(source || null); + setShowConfirmation(true); + }; + + const performNavigation = () => { + allowNavigationRef.current = true; + setShowConfirmation(false); + setConfirmationType("reset"); + + if (navigationSource === "home") { + navigate("/home"); + } else if (navigationSource === "back") { + navigate(-1); + } + setNavigationSource(null); + }; + + const cancelNavigation = () => { + setShowConfirmation(false); + setConfirmationType("reset"); + setNavigationSource(null); + }; + + return { + showConfirmation, + setShowConfirmation, + confirmationType, + setConfirmationType, + navigationSource, + confirmNavigation, + performNavigation, + cancelNavigation, + }; +}; + diff --git a/frontend/src/modules/shared/hooks/useOsiFileHandlers.js b/frontend/src/modules/shared/hooks/useOsiFileHandlers.js new file mode 100644 index 000000000..fdcbf5076 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useOsiFileHandlers.js @@ -0,0 +1,124 @@ +import { expandAllSelectedInputs } from "../utils/osiInputSerializer"; +import { openOsiFile } from "../../../datasources/osiDataSource"; +import { loadStateFromOsi } from "../utils/osiLoader"; +import { MODULE_KEY_SEAT_ANGLE } from "../../../constants/DesignKeys"; +import { message } from "antd"; + +export const useOsiFileHandlers = ({ form, moduleData, actions }, moduleConfig) => { + const { + inputs, + setInputs, + allSelected, + designPrefOverrides, + setDesignPrefOverrides, + extraState, + setExtraState, + setSelectionStates, + setSelectedItems, + } = form; + + const { contextData } = moduleData; + const { service } = actions; + + const handleSaveInputs = async () => { + const module_id = moduleConfig?.designType || inputs?.module || moduleConfig?.cameraKey || MODULE_KEY_SEAT_ANGLE; + const projectName = inputs?.project_name || inputs?.name || moduleConfig?.sessionName || 'project'; + + try { + const inputsForSave = expandAllSelectedInputs(inputs, allSelected, contextData); + + let flatInputs = {}; + if (moduleConfig && typeof moduleConfig.buildSubmissionParams === "function") { + try { + flatInputs = moduleConfig.buildSubmissionParams( + inputsForSave, + allSelected, + contextData, + extraState + ) || {}; + } catch (e) { + flatInputs = { ...inputsForSave }; + } + } else { + flatInputs = { ...inputsForSave }; + } + + Object.entries(designPrefOverrides || {}).forEach(([key, val]) => { + flatInputs[`Pref.${key}`] = val; + }); + + const result = await service.saveOSIFromInputs(projectName, module_id, flatInputs, true); + if (result.success && result.content_base64) { + try { + const binaryString = atob(result.content_base64); + const bytes = new Uint8Array(binaryString.length); + for (let i = 0; i < binaryString.length; i++) bytes[i] = binaryString.charCodeAt(i); + const blob = new Blob([bytes], { type: 'text/plain' }); + const url = URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + link.download = result.filename || `${projectName}.osi`; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + message.success('OSI file downloaded successfully'); + } catch (err) { + message.error('Failed to download OSI file'); + } + return; + } + message.error(result.error || 'Failed to download OSI'); + } catch (err) { + message.error('Failed to download OSI'); + } + }; + + const handleLoadInputFromShortcut = async () => { + const element = document.createElement("input"); + element.setAttribute("type", "file"); + element.accept = ".osi,application/json"; + element.style.display = "none"; + document.body.appendChild(element); + element.click(); + + element.addEventListener("change", async (e) => { + const file = e.target.files?.[0]; + if (!file) { + document.body.removeChild(element); + return; + } + try { + const formData = new FormData(); + formData.append("file", file); + const data = await openOsiFile(formData); + if (data.ok && data.success) { + loadStateFromOsi(data.inputs || {}, { + setInputs, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setAllSelected: () => {}, + setSelectedItems, + moduleConfig, + safeModuleData: contextData || {}, + }); + message.success("Input loaded from OSI"); + } else { + message.error(data.error || "Failed to open OSI file"); + } + } catch (err) { + message.error("Failed to open OSI file"); + } finally { + if (document.body.contains(element)) { + document.body.removeChild(element); + } + } + }); + }; + + return { + handleSaveInputs, + handleLoadInputFromShortcut, + }; +}; diff --git a/frontend/src/modules/shared/hooks/usePlateGirderOptimization.js b/frontend/src/modules/shared/hooks/usePlateGirderOptimization.js new file mode 100644 index 000000000..3b5633c3d --- /dev/null +++ b/frontend/src/modules/shared/hooks/usePlateGirderOptimization.js @@ -0,0 +1,311 @@ +import { useRef, useState, useCallback, useEffect, useMemo } from "react"; +import { useWebSocketOptimization } from "./useWebSocketOptimization"; + +const PSO_PLAYBACK_INTERVAL_MS = 80; +const PSO_PARTICLES_PER_TICK = 50; + +/** + * Encapsulates Plate Girder PSO real-time optimization: + * - WebSocket streaming (via useWebSocketOptimization) + * - Smooth client-side playback of batched particle updates + * - Aggregated optimizationData for OptimizationGraph + * + * @param {Object} params + * @param {Function} params.onComplete - called with (formattedOutput, rawLogs, cadPaths) on pso_complete + * @param {Function} params.onError - called with (message) on pso_error + */ +export const usePlateGirderOptimization = ({ onComplete, onError } = {}) => { + const [showOptimizationGraph, setShowOptimizationGraph] = useState(false); + const [optimizationDone, setOptimizationDone] = useState(false); + const [optimizationData, setOptimizationData] = useState({ + current_iter: 0, + variableNames: [], + bounds: { lb: [], ub: [] }, + history: [], + currentSwarm: [], + globalBest: null, + }); + + const psoParticleQueueRef = useRef([]); + const psoPlaybackTimerRef = useRef(null); + const psoPendingCompleteRef = useRef(null); + + const applyPsoParticles = useCallback((particlesWithParent) => { + if (!Array.isArray(particlesWithParent) || !particlesWithParent.length) return; + setOptimizationData((prev) => { + let newHistory = [...(prev.history || [])]; + let currentSwarm = [...(prev.currentSwarm || [])]; + let globalBest = prev.globalBest; + let currentIter = prev.current_iter; + let variableNames = prev.variableNames || []; + let bounds = prev.bounds || { lb: [], ub: [] }; + let plotImage = prev.plotImage; + + particlesWithParent.forEach(({ particle: p, parentData }) => { + if (!p) return; + const varsDict = {}; + const names = p.variable_names || parentData?.variable_names || []; + const values = p.variables || parentData?.variables || []; + (names || []).forEach((name, idx) => { + varsDict[name] = (values || [])[idx]; + }); + + const ur = Number(p.ur); + const weightKg = Number(p.weight_kg); + const depth = Number(varsDict.D || p.depth); + if (!Number.isFinite(ur)) return; + + const particleData = { + ur, + weight_kg: Number.isFinite(weightKg) ? weightKg : 0, + depth: Number.isFinite(depth) ? depth : 0, + tw: varsDict.tw, + tf: varsDict.tf || varsDict.tf_top, + bf: varsDict.bf || varsDict.bf_top, + vars: varsDict, + // Raw variable values in variable_names order ā€” required by the + // Parallel Coordinates plot for normalization against bounds. + position: Array.isArray(values) ? values.map(Number) : [], + particle: p.particle_index, + iter: p.iteration, + timestamp: Date.now(), + }; + + if (p.variable_names || parentData?.variable_names) { + variableNames = p.variable_names || parentData.variable_names; + } + if (p.bounds || parentData?.bounds) bounds = p.bounds || parentData.bounds; + if (p.plot_image || parentData?.plot_image) { + plotImage = p.plot_image || parentData.plot_image; + } + + newHistory.push(particleData); + + if (particleData.iter !== currentIter) { + currentIter = particleData.iter; + currentSwarm = [particleData]; + } else { + currentSwarm.push(particleData); + if (currentSwarm.length > 200) currentSwarm.shift(); + } + + const isFeasible = particleData.ur <= 1.0; + if ( + !globalBest || + (isFeasible && (globalBest.ur > 1.0 || particleData.weight_kg < globalBest.weight_kg)) + ) { + globalBest = particleData; + } else if (!isFeasible && globalBest.ur > 1.0 && particleData.ur < globalBest.ur) { + globalBest = particleData; + } + }); + + if (newHistory.length > 10000) newHistory = newHistory.slice(-10000); + + return { + ...prev, + current_iter: currentIter, + variableNames, + bounds, + history: newHistory, + currentSwarm, + globalBest, + plotImage, + }; + }); + }, []); + + const stopPsoPlayback = useCallback(() => { + if (psoPlaybackTimerRef.current) { + clearInterval(psoPlaybackTimerRef.current); + psoPlaybackTimerRef.current = null; + } + }, []); + + const completePsoOptimization = useCallback( + (messageData) => { + setOptimizationDone(true); + + const result = messageData?.result; + if (result && result.design) { + const formattedOutput = {}; + for (const [key, value] of Object.entries(result.design)) { + const label = value?.label ?? key; + const val = value?.val ?? value?.value ?? value; + if (val !== undefined && val !== null) { + formattedOutput[key] = { label, val }; + } + } + // Preserve accumulated swarm data + attach final result + setOptimizationData((prev) => ({ + ...prev, + finalResult: result.design, + finalLogs: result.raw || [], + })); + if (onComplete) onComplete(formattedOutput, result.raw || [], messageData?.cad_paths || {}); + } + }, + [onComplete] + ); + + const drainPsoParticleQueue = useCallback(() => { + const queue = psoParticleQueueRef.current; + if (!queue.length) { + stopPsoPlayback(); + if (psoPendingCompleteRef.current) { + const { messageData } = psoPendingCompleteRef.current; + psoPendingCompleteRef.current = null; + completePsoOptimization(messageData); + } + return; + } + const nextParticles = queue.splice(0, PSO_PARTICLES_PER_TICK); + applyPsoParticles(nextParticles); + }, [applyPsoParticles, completePsoOptimization, stopPsoPlayback]); + + const startPsoPlayback = useCallback(() => { + if (psoPlaybackTimerRef.current) return; + psoPlaybackTimerRef.current = setInterval(drainPsoParticleQueue, PSO_PLAYBACK_INTERVAL_MS); + }, [drainPsoParticleQueue]); + + const enqueuePsoParticles = useCallback( + (particlesWithParent) => { + if (!Array.isArray(particlesWithParent) || !particlesWithParent.length) return; + psoParticleQueueRef.current.push(...particlesWithParent); + startPsoPlayback(); + }, + [startPsoPlayback] + ); + + // WebSocket update handler: normalize batched or single-particle payloads + const handleUpdate = useCallback( + (data) => { + if (!data) return; + if (Array.isArray(data.particles) && data.particles.length) { + enqueuePsoParticles(data.particles.map((particle) => ({ particle, parentData: data }))); + } else { + // Single particle payload + enqueuePsoParticles([{ particle: data, parentData: data }]); + } + }, + [enqueuePsoParticles] + ); + + const handleComplete = useCallback((messageData) => { + // Defer completion until the playback queue has drained for a smooth finish + if (psoParticleQueueRef.current.length) { + psoPendingCompleteRef.current = { messageData }; + } else { + completePsoOptimization(messageData); + } + }, [completePsoOptimization]); + + const handleError = useCallback( + (message) => { + stopPsoPlayback(); + if (onError) onError(message); + }, + [onError, stopPsoPlayback] + ); + + const { disconnect, startOptimization, isConnected, isOptimizing } = + useWebSocketOptimization(handleUpdate, handleComplete, handleError); + + const resetOptimization = useCallback(() => { + stopPsoPlayback(); + psoParticleQueueRef.current = []; + psoPendingCompleteRef.current = null; + setOptimizationDone(false); + setOptimizationData({ + current_iter: 0, + variableNames: [], + bounds: { lb: [], ub: [] }, + history: [], + currentSwarm: [], + globalBest: null, + }); + }, [stopPsoPlayback]); + + const startPsoOptimization = useCallback( + (inputData) => { + resetOptimization(); + setShowOptimizationGraph(true); + // startOptimization connects if needed and sends once the socket opens. + startOptimization(inputData); + }, + [resetOptimization, startOptimization] + ); + + // Transform aggregated optimizationData into the plotly-friendly shape expected + // by (3D scatter buckets + global best), matching desktop. + const optimizationPlotData = useMemo(() => { + const fease = { x: [], y: [], z: [], text: [] }; + const non_fease = { x: [], y: [], z: [], text: [] }; + const swarm_fease = { x: [], y: [], z: [], text: [] }; + const swarm_non_fease = { x: [], y: [], z: [], text: [] }; + + const asFiniteNumber = (value, fallback = 0) => { + const number = Number(value); + return Number.isFinite(number) ? number : fallback; + }; + + const pushParticlePoint = (target, p, prefix = "") => { + target.x.push(asFiniteNumber(p.ur)); + target.y.push(asFiniteNumber(p.depth)); + target.z.push(asFiniteNumber(p.weight_kg)); + target.text.push(`${prefix}Iter: ${p.iter}, P: ${p.particle}`); + }; + + (optimizationData.history || []).forEach((p) => { + const ur = Number(p.ur); + if (!Number.isFinite(ur)) return; + pushParticlePoint(ur <= 1.0 ? fease : non_fease, p); + }); + + (optimizationData.currentSwarm || []).forEach((p) => { + const ur = Number(p.ur); + if (!Number.isFinite(ur)) return; + pushParticlePoint(ur <= 1.0 ? swarm_fease : swarm_non_fease, p, "[LIVE] "); + }); + + const gb = optimizationData.globalBest; + return { + current_iter: optimizationData.current_iter, + variableNames: optimizationData.variableNames, + bounds: optimizationData.bounds, + fease, + non_fease, + swarm_fease, + swarm_non_fease, + best: { + found: !!gb, + x: gb ? [asFiniteNumber(gb.ur)] : [], + y: gb ? [asFiniteNumber(gb.depth)] : [], + z: gb ? [asFiniteNumber(gb.weight_kg)] : [], + val: gb?.weight_kg || 0, + iter: (gb?.iter || 0) + 1, + particle: (gb?.particle || 0) + 1, + vars: gb?.vars || {}, + }, + }; + }, [optimizationData]); + + useEffect(() => { + return () => { + stopPsoPlayback(); + disconnect(); + }; + }, [stopPsoPlayback, disconnect]); + + return { + optimizationData, + optimizationPlotData, + optimizationDone, + showOptimizationGraph, + setShowOptimizationGraph, + startPsoOptimization, + resetOptimization, + isConnected, + isOptimizing, + }; +}; diff --git a/frontend/src/modules/shared/hooks/useProjectCreation.jsx b/frontend/src/modules/shared/hooks/useProjectCreation.jsx new file mode 100644 index 000000000..9eb942b1a --- /dev/null +++ b/frontend/src/modules/shared/hooks/useProjectCreation.jsx @@ -0,0 +1,100 @@ +import { useState } from 'react'; +import { message } from 'antd'; +import { useNavigate, useLocation } from 'react-router-dom'; +import ProjectNameModal from '../../../homepage/components/ProjectNameModal'; +import { isGuestUser, canCreateProjects } from '../../../utils/auth'; +import { expandAllSelectedInputs } from '../utils/osiInputSerializer'; +import { createProject } from '../../../datasources/projectsDataSource'; + +/** + * Hook to manage project creation logic and the naming modal + */ +export const useProjectCreation = ({ + inputs, + extraState, + allSelected, + contextData, + moduleConfig, + designPrefOverrides, + hasOutput = false, +}) => { + const [showProjectModal, setShowProjectModal] = useState(false); + const navigate = useNavigate(); + const location = useLocation(); + + const handleCreateProject = () => { + if (isGuestUser()) { + message.warning("Guest users cannot create projects. Please log in to create projects."); + return; + } + if (!canCreateProjects()) { + message.error("Please verify your email to create projects. Check your inbox for the verification link."); + return; + } + if (!hasOutput) { + message.warning("Please run design calculations first to verify your design before saving it as a project."); + return; + } + setShowProjectModal(true); + }; + + const handleProjectModalConfirm = async (projectName) => { + try { + const safeProjectName = (projectName || 'Untitled Project').replace(/\s+/g, '_'); + const module_id = moduleConfig?.designType || inputs?.module; + const parent_module = moduleConfig?.parentModule || 'connections'; + const mergedState = { ...inputs, ...extraState }; + const inputsForSave = expandAllSelectedInputs(mergedState, allSelected, contextData); + + const payload = { + name: safeProjectName, + module: parent_module, + submodule: module_id, + inputs_json: { + version: "1.0", + name: safeProjectName, + module_id: module_id, + inputs: { + dock: inputsForSave || {}, + pref: designPrefOverrides || {}, + } + }, + }; + + const result = await createProject(payload); + if (result.success && result.project_id) { + message.success(`Project "${safeProjectName}" created successfully`); + const currentPath = location.pathname; + navigate(`${currentPath}/${result.project_id}`, { replace: true, state: { justSaved: true } },); + } else { + message.error(result.error || 'Failed to create project'); + } + } catch (err) { + console.error('Error creating project:', err); + message.error('Failed to create project'); + } finally { + setShowProjectModal(false); + } + }; + + const handleProjectModalCancel = () => { + setShowProjectModal(false); + }; + + const projectCreationModal = ( + + ); + + return { + handleCreateProject, + projectCreationModal, + }; +}; diff --git a/frontend/src/modules/shared/hooks/useProjectLoader.js b/frontend/src/modules/shared/hooks/useProjectLoader.js new file mode 100644 index 000000000..90b11217c --- /dev/null +++ b/frontend/src/modules/shared/hooks/useProjectLoader.js @@ -0,0 +1,195 @@ +import { useEffect, useRef } from "react"; +import { message } from "antd"; +import { useAuth } from "../../../context/AuthContext"; +import { loadStateFromOsi } from "../utils/osiLoader"; + +export const useProjectLoader = ({ + projectIdFromUrl, + service, + moduleConfig, + navigate, + location, + setInputs, + setDesignPrefOverrides, + loadSavedOutputs, + resetModuleState, + clearDesignResults, + resetDocks, + setIsDesignComplete, + setShowOptionsContainer, + setIsInputLocked, + designCompletedRef, + resetFormState, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleData, +}) => { + const lastLoadedProjectIdRef = useRef(undefined); + const { user, loading } = useAuth(); + + const callbacksRef = useRef({ + setInputs, + setDesignPrefOverrides, + loadSavedOutputs, + resetModuleState, + clearDesignResults, + resetDocks, + setIsDesignComplete, + setShowOptionsContainer, + setIsInputLocked, + resetFormState, + service, + moduleConfig, + navigate, + location, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleData, + }); + + useEffect(() => { + callbacksRef.current = { + setInputs, + setDesignPrefOverrides, + loadSavedOutputs, + resetModuleState, + clearDesignResults, + resetDocks, + setIsDesignComplete, + setShowOptionsContainer, + setIsInputLocked, + resetFormState, + service, + moduleConfig, + navigate, + location, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleData, + }; + }); + + useEffect(() => { + return () => { + lastLoadedProjectIdRef.current = undefined; + }; + }, []); + + useEffect(() => { + if (loading) return; + + const projectId = projectIdFromUrl || null; + + if (lastLoadedProjectIdRef.current === projectId) { + return; + } + + if (callbacksRef.current.location.state?.justSaved) { + console.info('[EngineeringModule] Just saved project, preserving current UI state.'); + lastLoadedProjectIdRef.current = projectId; + window.history.replaceState({}, document.title); + return; + } + + lastLoadedProjectIdRef.current = projectId; + + if (!projectId) { + const activeConfig = callbacksRef.current.moduleConfig || {}; + const moduleKey = activeConfig.designType || activeConfig.moduleKey || activeConfig.cameraKey; + const hasPrefill = moduleKey && sessionStorage.getItem(`prefill:${moduleKey}`); + + if (hasPrefill) { + console.info('[EngineeringModule] OSI prefill detected: skipping default reset'); + return; + } + + console.info('[EngineeringModule] No project ID in URL: resetting form to defaults'); + callbacksRef.current.resetFormState(); + return; + } + + if (!user) { + console.info('[EngineeringModule] Guest mode detected with project ID: skipping project loading'); + return; + } + + const abortController = new AbortController(); + + const loadProject = async () => { + try { + callbacksRef.current.resetModuleState(); + callbacksRef.current.clearDesignResults(); + callbacksRef.current.setIsDesignComplete(false); + callbacksRef.current.resetDocks("RESET"); + callbacksRef.current.setShowOptionsContainer(false); + callbacksRef.current.setIsInputLocked(false); + designCompletedRef.current = false; + + const result = await callbacksRef.current.service.getProject(projectId, { signal: abortController.signal }); + if (abortController.signal.aborted) return; + + if (!result.success || !result.project) { + lastLoadedProjectIdRef.current = undefined; + message.warning('Project not found.'); + return; + } + + if (result.project.inputs_json) { + try { + const savedInputs = result.project.inputs_json; + loadStateFromOsi(savedInputs, { + setInputs: callbacksRef.current.setInputs, + setDesignPrefOverrides: callbacksRef.current.setDesignPrefOverrides, + setExtraState: callbacksRef.current.setExtraState, + setSelectionStates: callbacksRef.current.setSelectionStates, + setAllSelected: callbacksRef.current.setAllSelected, + setSelectedItems: callbacksRef.current.setSelectedItems, + moduleConfig: callbacksRef.current.moduleConfig, + safeModuleData: callbacksRef.current.moduleData || {}, + }); + } catch (err) { + console.error('[EngineeringModule] Error parsing inputs_json:', err); + message.error('Failed to parse saved project inputs.'); + } + } + if (result.project.outputs_json) { + try { + callbacksRef.current.loadSavedOutputs(result.project.outputs_json); + } catch (err) { + console.error('[EngineeringModule] Error loading saved outputs:', err); + message.error('Failed to load saved project outputs.'); + } + } + + const currentPathname = callbacksRef.current.location.pathname; + const pathEndsWithId = currentPathname.endsWith(`/${projectId}`); + const hasQueryProjectId = new URLSearchParams(callbacksRef.current.location.search).get('projectId') != null; + if (!pathEndsWithId && hasQueryProjectId && callbacksRef.current.moduleConfig.routePath) { + const basePath = callbacksRef.current.moduleConfig.routePath.replace(/\/$/, ''); + callbacksRef.current.navigate(`${basePath}/${projectId}`, { replace: true }); + } + } catch (_e) { + if (abortController.signal.aborted) return; + lastLoadedProjectIdRef.current = undefined; + console.error('[EngineeringModule] Error loading project:', _e); + message.warning('Cannot load project. Redirecting to module base.'); + + const basePath = callbacksRef.current.moduleConfig.routePath || '/home'; + callbacksRef.current.navigate(basePath, { replace: true }); + } + }; + + loadProject(); + + return () => { + abortController.abort(); + }; + + }, [projectIdFromUrl, user, loading, designCompletedRef]); +}; \ No newline at end of file diff --git a/frontend/src/modules/shared/hooks/useViewport.js b/frontend/src/modules/shared/hooks/useViewport.js new file mode 100644 index 000000000..d23a810b0 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useViewport.js @@ -0,0 +1,29 @@ +import { useState, useEffect, useRef } from "react"; + +export const useViewport = () => { + const [isMobile, setIsMobile] = useState(window.innerWidth < 1280); + const [isLandscape, setIsLandscape] = useState( + window.innerWidth > window.innerHeight && window.innerWidth < 1280 + ); + + const checkViewportRef = useRef(() => { + const width = window.innerWidth; + const height = window.innerHeight; + const mobile = width < 1280; + setIsMobile(mobile); + setIsLandscape(width > height && mobile); + }); + + useEffect(() => { + const handleCheck = () => checkViewportRef.current(); + handleCheck(); + window.addEventListener("resize", handleCheck); + window.addEventListener("orientationchange", handleCheck); + return () => { + window.removeEventListener("resize", handleCheck); + window.removeEventListener("orientationchange", handleCheck); + }; + }, []); + + return { isMobile, isLandscape }; +}; diff --git a/frontend/src/modules/shared/hooks/useWebSocketOptimization.js b/frontend/src/modules/shared/hooks/useWebSocketOptimization.js new file mode 100644 index 000000000..7e4b322d4 --- /dev/null +++ b/frontend/src/modules/shared/hooks/useWebSocketOptimization.js @@ -0,0 +1,195 @@ +import { useEffect, useRef, useState, useCallback } from 'react'; + +/** + * WebSocket hook for PSO optimization with real-time updates + * + * @param {Function} onUpdate - Callback for PSO iteration updates + * @param {Function} onComplete - Callback when optimization completes + * @param {Function} onError - Callback for errors + * @returns {Object} WebSocket control functions and state + */ +export const useWebSocketOptimization = (onUpdate, onComplete, onError) => { + const wsRef = useRef(null); + const [isConnected, setIsConnected] = useState(false); + const [isOptimizing, setIsOptimizing] = useState(false); + const reconnectTimeoutRef = useRef(null); + const reconnectAttemptsRef = useRef(0); + const pendingStartRef = useRef(null); + const MAX_RECONNECT_ATTEMPTS = 3; + + // Get WebSocket URL from environment or default + const getWebSocketUrl = () => { + // Use backend server URL (port 8000), not frontend URL (port 5173) + const protocol = window.location.protocol === 'https:' ? 'wss:' : 'ws:'; + const backendHost = import.meta.env.VITE_BASE_URL?.replace(/^https?:\/\//, '').replace(/\/$/, '') || 'localhost:8000'; + return `${protocol}//${backendHost}/ws/optimize/plate-girder/`; + }; + + // Connect to WebSocket + const connect = useCallback(() => { + // A socket that is already open or in the process of opening must not be + // replaced ā€” doing so spawns a second connection (and a second consumer). + if ( + wsRef.current?.readyState === WebSocket.OPEN || + wsRef.current?.readyState === WebSocket.CONNECTING + ) { + return; + } + + const wsUrl = getWebSocketUrl(); + console.log('[WebSocket] Connecting to:', wsUrl); + + try { + const ws = new WebSocket(wsUrl); + + ws.onopen = () => { + console.log('[WebSocket] Connected successfully'); + setIsConnected(true); + reconnectAttemptsRef.current = 0; + // If a start was requested before the socket was ready, send it now. + if (pendingStartRef.current) { + const payload = pendingStartRef.current; + pendingStartRef.current = null; + try { + ws.send(JSON.stringify({ type: 'start_optimization', data: payload })); + setIsOptimizing(true); + } catch (err) { + console.error('[WebSocket] Error sending queued start_optimization:', err); + if (onError) onError('Failed to start optimization'); + } + } + }; + + ws.onmessage = (event) => { + try { + const message = JSON.parse(event.data); + console.log('[WebSocket] Message received:', message.type, message.data); + + switch (message.type) { + case 'task_started': + console.log('[WebSocket] Task started:', message.data.task_id); + setIsOptimizing(true); + break; + + case 'pso_update': + console.log('[WebSocket] PSO update - Iteration:', message.data.iteration, 'Particle:', message.data.particle_index); + if (onUpdate) { + onUpdate(message.data); + } + break; + + case 'pso_complete': + console.log('[WebSocket] Optimization complete'); + setIsOptimizing(false); + if (onComplete) { + onComplete(message.data); + } + break; + + case 'pso_error': + console.error('[WebSocket] Optimization error:', message.data.message); + setIsOptimizing(false); + if (onError) { + onError(message.data.message); + } + break; + + case 'pso_heartbeat': + console.log('[WebSocket] Heartbeat received'); + break; + + default: + console.warn('[WebSocket] Unknown message type:', message.type); + } + } catch (err) { + console.error('[WebSocket] Error parsing message:', err); + } + }; + + ws.onerror = (error) => { + console.error('[WebSocket] Error:', error); + setIsConnected(false); + }; + + ws.onclose = (event) => { + console.log('[WebSocket] Closed:', event.code, event.reason); + setIsConnected(false); + setIsOptimizing(false); + + // Attempt reconnection if not a normal closure + if (event.code !== 1000 && reconnectAttemptsRef.current < MAX_RECONNECT_ATTEMPTS) { + reconnectAttemptsRef.current += 1; + const delay = Math.min(1000 * Math.pow(2, reconnectAttemptsRef.current), 10000); + console.log(`[WebSocket] Reconnecting in ${delay}ms (attempt ${reconnectAttemptsRef.current}/${MAX_RECONNECT_ATTEMPTS})`); + + reconnectTimeoutRef.current = setTimeout(() => { + connect(); + }, delay); + } + }; + + wsRef.current = ws; + } catch (err) { + console.error('[WebSocket] Connection error:', err); + setIsConnected(false); + if (onError) { + onError('Failed to connect to optimization server'); + } + } + }, [onUpdate, onComplete, onError]); + + // Disconnect from WebSocket + const disconnect = useCallback(() => { + if (reconnectTimeoutRef.current) { + clearTimeout(reconnectTimeoutRef.current); + reconnectTimeoutRef.current = null; + } + + if (wsRef.current) { + console.log('[WebSocket] Disconnecting...'); + wsRef.current.close(1000, 'Client disconnect'); + wsRef.current = null; + } + + setIsConnected(false); + setIsOptimizing(false); + }, []); + + // Start optimization (connects if needed and sends once the socket is open) + const startOptimization = useCallback((inputData) => { + if (wsRef.current?.readyState === WebSocket.OPEN) { + console.log('[WebSocket] Starting optimization with data:', inputData); + try { + wsRef.current.send(JSON.stringify({ + type: 'start_optimization', + data: inputData, + })); + setIsOptimizing(true); + } catch (err) { + console.error('[WebSocket] Error sending message:', err); + if (onError) onError('Failed to start optimization'); + } + return; + } + + // Not open yet: queue the payload; connect() will send it in onopen. + console.log('[WebSocket] Socket not open ā€” queueing start_optimization'); + pendingStartRef.current = inputData; + connect(); + }, [connect, onError]); + + // Cleanup on unmount + useEffect(() => { + return () => { + disconnect(); + }; + }, [disconnect]); + + return { + connect, + disconnect, + startOptimization, + isConnected, + isOptimizing, + }; +}; diff --git a/frontend/src/modules/shared/utils/UnifiedDropdownMenu.jsx b/frontend/src/modules/shared/utils/UnifiedDropdownMenu.jsx new file mode 100644 index 000000000..ce3490d14 --- /dev/null +++ b/frontend/src/modules/shared/utils/UnifiedDropdownMenu.jsx @@ -0,0 +1,455 @@ +/* eslint-disable react/prop-types */ +import { useRef, useState, useEffect } from "react"; +import { useEngineeringService } from "../hooks/useEngineeringService"; +import { MODULE_KEY_FIN_PLATE } from '../../../constants/DesignKeys'; +import { message } from 'antd'; +import { apiBase } from "../../../api"; // eslint-disable-line no-unused-vars +import { openOsiFile } from "../../../datasources/osiDataSource"; +import { loadStateFromOsi } from "./osiLoader"; +import { downloadSectionCatalog } from "../../../datasources/sectionsDataSource"; +import { getModuleConfig } from "./moduleConfig"; +import { expandAllSelectedInputs } from "./osiInputSerializer"; +import { buildLogFileContent } from "./logExport"; +import { + downloadCachedModelByFormat, + downloadExportCadResponse, +} from "./cadExport"; +import { canOpenAdditionalInputs } from "./designPrefOpenGuard"; + +function UnifiedDropdownMenu({ + label, + dropdown, + setDesignPrefModalStatus, + inputs, + allSelected, + setInputs, + setAllSelected = () => { }, + setDesignPrefOverrides = () => { }, + setExtraState = () => { }, + setSelectionStates = () => { }, + setSelectedItems = () => { }, + logs, + triggerScreenshotCapture, + selectedOption = null, + boltDiameterList = [], + propertyClassList = [], + thicknessList = [], + angleList = [], + topAngleList = [], + cadModelPaths = null, + contextData = null, + selectionStates = {}, + onMenuClick, + onCreateProject = null, + isExistingProject = false, + hasOutput = false, + moduleConfig = null, + extraState = {}, +}) { + const service = useEngineeringService(); + + const [isOpen, setIsOpen] = useState(false); + const [openSubmenu, setOpenSubmenu] = useState(null); + const parentRef = useRef(null); + + const getLocalModuleConfig = () => { + const moduleName = inputs?.module; + return getModuleConfig(moduleName); + }; + + const handleToggle = () => { + setIsOpen(!isOpen); + if (isOpen) setOpenSubmenu(null); + }; + + const loadInput = () => { + let element = document.createElement("input"); + + element.setAttribute("type", "file"); + element.accept = ".osi,application/json"; + element.style.display = "none"; + parentRef.current.appendChild(element); + element.click(); + + element.addEventListener("change", async (e) => { + const file = e.target.files[0]; + + if (!file) { + if (parentRef.current && element && parentRef.current.contains(element)) { + parentRef.current.removeChild(element); + } + return; + } + + try { + const formData = new FormData(); + formData.append('file', file); + + const data = await openOsiFile(formData); + if (data.ok && data.success) { + loadStateFromOsi(data.inputs || {}, { + setInputs, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleConfig, + safeModuleData: contextData || {}, + }); + message.success('Input loaded from OSI'); + } else { + message.error(data.error || 'Failed to open OSI file'); + } + } catch (err) { + console.error('Error loading OSI file:', err); + message.error('Failed to open OSI file'); + } finally { + if (parentRef.current && element && parentRef.current.contains(element)) { + parentRef.current.removeChild(element); + } + } + }); + }; + + + + const getContextData = () => + contextData || { + boltDiameterList, + propertyClassList, + thicknessList, + angleList, + topAngleList: topAngleList || angleList, + }; + + const saveInput = async () => { + if (!inputs || typeof inputs !== 'object') { + message.error('No inputs to save'); + return; + } + const inputsForSave = expandAllSelectedInputs(inputs, allSelected, getContextData()); + + const module_id = inputs?.module || MODULE_KEY_FIN_PLATE; + const projectName = inputs?.project_name || inputs?.name || 'project'; + + try { + const result = await service.saveOSIFromInputs(projectName, module_id, inputsForSave, true); + + if (result.success && result.content_base64) { + try { + const binaryString = atob(result.content_base64); + const bytes = new Uint8Array(binaryString.length); + for (let i = 0; i < binaryString.length; i++) { + bytes[i] = binaryString.charCodeAt(i); + } + const blob = new Blob([bytes], { type: 'text/plain' }); + const url = URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + link.download = result.filename || `${projectName}.osi`; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + message.success('OSI file downloaded successfully'); + setIsOpen(false); + } catch (err) { + console.error('Error downloading OSI file:', err); + message.error('Failed to download OSI file'); + } + } else { + message.error(result.error || 'Failed to save OSI'); + } + } catch (err) { + console.error('Error saving inputs:', err); + message.error('Failed to save OSI'); + } + }; + + const saveLogMessages = () => { + const content = buildLogFileContent(logs); + if (!content) { + message.warning("No logs to save."); + return; + } + let element = document.createElement("a"); + element.setAttribute( + "href", + "data:text/plain;charset=utf-8," + encodeURIComponent(content) + ); + element.setAttribute("download", "logs_osdag.txt"); + element.style.display = "none"; + parentRef.current.appendChild(element); + element.click(); + parentRef.current.removeChild(element); + message.success('Log file downloaded successfully'); + }; + + const handleClick = (option) => { + switch (option.name) { + case "Create Project": + if (isExistingProject) { + message.info("This project is already saved. To create a new project, start a new design."); + setIsOpen(false); + return; + } + if (onCreateProject) { + onCreateProject(); + } + break; + case "Load Input": + loadInput(); + break; + + case "Download Osi": + case "Download Inputs OSI": + saveInput(); + break; + case "Download Inputs CSV": + case "Download Outputs CSV": + if (onMenuClick) onMenuClick(option.name); + break; + case "Save Log Messages": + saveLogMessages(); + break; + case "Save 3D Model": + if (onMenuClick) { + onMenuClick(option.name); + } + break; + case "Export BREP": + case "Export STL": + case "Export STEP": + case "Export IGS": + case "Export IFC": + (async () => { + const formatMap = { + "Export BREP": "brep", + "Export STL": "stl", + "Export STEP": "step", + "Export IGS": "iges", + "Export IFC": "ifc", + }; + const format = formatMap[option.name]; + const moduleId = moduleConfig?.designType || inputs?.module; + if (!moduleId) { + message.error("Module ID is missing. Unable to export CAD."); + return; + } + + if (format === "brep" || format === "stl") { + const downloaded = await downloadCachedModelByFormat({ + cadModelPaths, + format, + moduleId, + message, + }); + if (downloaded) return; + } + + if (typeof moduleConfig?.buildSubmissionParams !== "function") { + message.error("Module export configuration is missing."); + return; + } + + try { + const inputValues = moduleConfig.buildSubmissionParams( + inputs, + allSelected, + contextData || {}, + extraState || {} + ); + + const result = await service.exportCADModel( + moduleId, + inputValues, + format, + "Model" + ); + + if (!result?.success || !result?.blob) { + message.error(result?.error || "CAD export failed"); + return; + } + + downloadExportCadResponse({ + blob: result.blob, + disposition: result.disposition, + fallbackFilename: `${moduleId}_Model.${format}`, + }); + message.success(`${format.toUpperCase()} exported successfully`); + } catch (error) { + console.error("CAD export error:", error); + message.error(error?.message || "Failed to export CAD"); + } + })(); + break; + case "Save Cad Image": + triggerScreenshotCapture(); + break; + case "Quit": + window.location.href = '/home'; + break; + case "Design Preferences": { + const mod = getLocalModuleConfig(); + const guard = canOpenAdditionalInputs( + mod, + inputs, + { selectedOption }, + contextData, + selectionStates + ); + if (!guard.ok) { + message.warning(guard.message); + setIsOpen(false); + return; + } + setDesignPrefModalStatus(true); + break; + } + case "Zoom In": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'zoom-in' })); + break; + case "Zoom Out": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'zoom-out' })); + break; + case "Pan": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'pan-left' })); + break; + case "Rotate 3D Model": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'auto-rotate' })); + break; + case "Show Front View": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'front-view' })); + break; + case "Show Top View": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'top-view' })); + break; + case "Show Side View": + document.dispatchEvent(new CustomEvent('cad-camera-action', { detail: 'side-view' })); + break; + default: + if (onMenuClick) { + onMenuClick(option.name); + } else { + // Default value - ensure inputs is an object before spreading + setInputs({ + ...(inputs || {}), + graphicsOption: option.name, + }); + } + break; + } + }; + + const handleDatabaseTemplateDownload = async (label) => { + const tableMap = { + Column: "Columns", + Beam: "Beams", + Angle: "Angles", + Channel: "Channels", + }; + const table = tableMap[label]; + if (!table) return; + try { + await downloadSectionCatalog(table); + message.success(`${label} database downloaded.`); + setOpenSubmenu(null); + setIsOpen(false); + } catch (err) { + message.error(err?.message || `Failed to download ${label} template.`); + } + }; + + useEffect(() => { + const handleOutsideClick = (event) => { + if (parentRef.current && !parentRef.current.contains(event.target)) { + setIsOpen(false); + setOpenSubmenu(null); + } + }; + + window.addEventListener("click", handleOutsideClick); + return () => { + window.removeEventListener("click", handleOutsideClick); + }; + }, []); + + return ( +
    +
    + {label} +
    + {isOpen && ( +
    + {dropdown.map((option, index) => { + const isDisabled = + (option.name === "Create Project" && (isExistingProject || !hasOutput)) || + (option.name === "Download Outputs CSV" && !hasOutput); + const hasSubmenu = Array.isArray(option.options) && option.options.length > 0; + const isSubmenuOpen = openSubmenu === option.name; + return ( +
    hasSubmenu && setOpenSubmenu(option.name)} + onMouseLeave={() => hasSubmenu && setOpenSubmenu((prev) => (prev === option.name ? null : prev))} + > +
    { + if (isDisabled) return; + if (hasSubmenu) { + setOpenSubmenu((prev) => (prev === option.name ? null : option.name)); + return; + } + handleClick(option); + }} + > + {option.name} + + {option.shortcut && ( + {option.shortcut} + )} + {hasSubmenu && } + +
    + {hasSubmenu && isSubmenuOpen && ( +
    + {option.options.map((subOption) => ( +
    { + if (option.name === "Download Database") { + handleDatabaseTemplateDownload(subOption); + return; + } + handleClick({ name: subOption }); + setOpenSubmenu(null); + setIsOpen(false); + }} + > + {subOption} +
    + ))} +
    + )} +
    + ); + })} +
    + )} +
    + + ); +} + +export default UnifiedDropdownMenu; diff --git a/frontend/src/modules/shared/utils/cadExport.js b/frontend/src/modules/shared/utils/cadExport.js new file mode 100644 index 000000000..dd4026209 --- /dev/null +++ b/frontend/src/modules/shared/utils/cadExport.js @@ -0,0 +1,120 @@ +import { + parseContentDispositionFilename, + triggerBrowserDownload, +} from "../../../datasources/sectionsDataSource"; + +const decodeBase64ToBlob = (base64Data) => { + const base64String = + typeof base64Data === "string" && base64Data.includes(",") + ? base64Data.split(",")[1] + : base64Data; + const binaryString = atob(base64String); + const bytes = new Uint8Array(binaryString.length); + for (let i = 0; i < binaryString.length; i++) { + bytes[i] = binaryString.charCodeAt(i); + } + return new Blob([bytes], { type: "application/octet-stream" }); +}; + +const resolveModelDataForFormat = (cadModelPaths, format) => { + if (!cadModelPaths || typeof cadModelPaths !== "object") return null; + const keys = Object.keys(cadModelPaths); + if (keys.length === 0) return null; + + const lowerMap = Object.fromEntries(keys.map((k) => [k.toLowerCase(), k])); + const fmt = format.toLowerCase(); + const modelCandidates = [ + `model_${fmt}`, + `model-${fmt}`, + `model.${fmt}`, + `model${fmt}`, + "model", + ]; + + for (const candidate of modelCandidates) { + const realKey = lowerMap[candidate]; + if (!realKey) continue; + const value = cadModelPaths[realKey]; + if (typeof value === "string") return value; + if (value && typeof value === "object") { + const nestedKey = Object.keys(value).find((k) => k.toLowerCase() === fmt); + if (nestedKey && typeof value[nestedKey] === "string") return value[nestedKey]; + } + } + return null; +}; + +export const downloadCachedModelByFormat = async ({ + cadModelPaths, + format, + moduleId, + message, +}) => { + const modelData = resolveModelDataForFormat(cadModelPaths, format); + if (!modelData) { + message.warning( + `No cached ${format.toUpperCase()} model available. Run Design first to generate model files.` + ); + return false; + } + + try { + const blob = decodeBase64ToBlob(modelData); + triggerBrowserDownload(blob, `${moduleId}_Model.${format.toLowerCase()}`); + message.success(`${format.toUpperCase()} exported successfully`); + return true; + } catch (error) { + console.error(`Failed to export cached ${format}:`, error); + message.error(`Failed to export ${format.toUpperCase()}`); + return false; + } +}; + +export const downloadExportCadResponse = ({ blob, disposition, fallbackFilename }) => { + const filenameFromHeader = parseContentDispositionFilename(disposition || null); + triggerBrowserDownload(blob, filenameFromHeader || fallbackFilename); +}; + +export const downloadCadSectionsAsStl = async (cadModelPaths, message) => { + if (!cadModelPaths || Object.keys(cadModelPaths).length === 0) { + message.warning('No 3D model available. Please run a design calculation first to generate the CAD model.'); + return; + } + + const availableSections = Object.keys(cadModelPaths).filter((key) => cadModelPaths[key]); + + if (availableSections.length === 0) { + message.warning('No CAD model sections available to download.'); + return; + } + + try { + for (const section of availableSections) { + const base64Data = cadModelPaths[section]; + if (!base64Data) { + console.warn(`No data available for section: ${section}`); + continue; + } + + try { + const blob = decodeBase64ToBlob(base64Data); + triggerBrowserDownload(blob, `${section.toLowerCase()}_model.stl`); + + if (availableSections.indexOf(section) < availableSections.length - 1) { + await new Promise((resolve) => setTimeout(resolve, 300)); + } + } catch (decodeError) { + console.error(`Error decoding base64 data for ${section}:`, decodeError); + message.error(`Failed to decode CAD model data for ${section}: ${decodeError.message}`); + } + } + + message.success( + `Downloaded ${availableSections.length} CAD model file(s): ${availableSections.join(', ')}` + ); + } catch (error) { + console.error('Save 3D model error:', error); + message.error(`Failed to save 3D model: ${error.message || 'Unknown error'}`); + } +}; + diff --git a/frontend/src/modules/shared/utils/designPrefOpenGuard.js b/frontend/src/modules/shared/utils/designPrefOpenGuard.js new file mode 100644 index 000000000..2dbd06de7 --- /dev/null +++ b/frontend/src/modules/shared/utils/designPrefOpenGuard.js @@ -0,0 +1,37 @@ +/** + * Desktop-equivalent of `designPrefDialog.flag` / section readiness: + * do not open Additional Inputs until the same prerequisites as `validateInputs` + * would pass for design (sections chosen, cleat list non-empty, etc.). + * + * Reuses each module's `validateInputs` so rules stay in one place. + */ +export function canOpenAdditionalInputs( + moduleConfig, + inputs, + extraState = {}, + contextData = {}, + selectionStates = {} +) { + if (!moduleConfig?.validateInputs) { + return { ok: true }; + } + try { + const v = moduleConfig.validateInputs( + inputs, + extraState, + contextData, + selectionStates + ); + if (v?.isValid) { + return { ok: true }; + } + return { + ok: false, + message: + v?.message || + "Complete required basic inputs (including sections) before opening Additional Inputs.", + }; + } catch { + return { ok: true }; + } +} diff --git a/frontend/src/modules/shared/utils/fieldOptionUtils.js b/frontend/src/modules/shared/utils/fieldOptionUtils.js new file mode 100644 index 000000000..a7dcf74cc --- /dev/null +++ b/frontend/src/modules/shared/utils/fieldOptionUtils.js @@ -0,0 +1,31 @@ +import { INPUT_KEY_TO_LIST } from '../constants/moduleDataKeys'; + +/** + * Resolve raw options for a field from contextData or field config. + * @param {Object} field - Field config (options, getOptions, type) + * @param {Object} contextData - Module lists (e.g. beamList, boltDiameterList) + * @param {Object} inputs - Current form inputs (for getOptions / dynamicSelect) + * @returns {Array} Raw list (array of values or { value, label } objects) + */ +export function getOptionsForField(field, contextData = {}, inputs = {}) { + if (!field) return []; + if (Array.isArray(field.options)) return field.options; + if (typeof field.getOptions === 'function') return field.getOptions(inputs) || []; + if (typeof field.options === 'string') return contextData[field.options] ?? []; + if (field.type === 'sectionProfileList') return contextData[field.type] ?? contextData.sectionProfileList ?? []; + return []; +} + +/** + * Get the list array for an input key (for "All" / customizable). + * @param {string} inputKey - Form input key (e.g. bolt_diameter) + * @param {Object} contextData - Module lists + * @param {string} [fieldDataSource] - Optional override from field.dataSource + * @returns {Array} + */ +export function getListForInputKey(inputKey, contextData = {}, fieldDataSource) { + const listKey = fieldDataSource || INPUT_KEY_TO_LIST[inputKey]; + if (!listKey) return []; + const list = contextData[listKey]; + return Array.isArray(list) ? list : []; +} diff --git a/frontend/src/modules/shared/utils/groupedCsvExport.js b/frontend/src/modules/shared/utils/groupedCsvExport.js new file mode 100644 index 000000000..0aae7cc09 --- /dev/null +++ b/frontend/src/modules/shared/utils/groupedCsvExport.js @@ -0,0 +1,121 @@ +/** + * Grouped CSV exporters for Inputs / Outputs. + * + * Format is intentionally human-readable (section header rows) rather than + * a single flattened header row. + */ +import { triggerBrowserDownload } from "../../../datasources/sectionsDataSource"; +import { isGuestUser } from "../../../utils/auth"; + +function escapeCell(value) { + const str = value === null || value === undefined ? "" : String(value); + if (/[",\n]/.test(str)) return `"${str.replace(/"/g, '""')}"`; + return str; +} + +function rowsToCsv(rows) { + return rows.map((r) => r.map(escapeCell).join(",")).join("\n"); +} + +function downloadCsvString(csvString, filename) { + const blob = new Blob([csvString], { type: "text/csv;charset=utf-8;" }); + triggerBrowserDownload(blob, filename); +} + +/** + * Build grouped inputs CSV. + * + * - Uses moduleConfig.inputSections for "Basic Inputs" grouping (dock keys/labels). + * - Adds an "Additional Inputs (Overrides)" section for designPrefOverrides entries. + */ +export function downloadGroupedInputsCsv({ + moduleConfig, + inputs, + effectiveInputs, + designPrefOverrides, + extraState, + filename = "inputs.csv", +}) { + const rows = []; + rows.push(["Inputs"]); + rows.push(["Section", "Label", "Key", "Value"]); + + for (const section of moduleConfig?.inputSections || []) { + const title = section?.title || "Section"; + for (const field of section?.fields || []) { + if (typeof field?.conditionalDisplay === "function") { + try { + if (!field.conditionalDisplay(extraState)) continue; + } catch { + // If conditional check fails, fall back to showing the field. + } + } + const key = field?.key; + const label = field?.label || key || ""; + const value = key ? (effectiveInputs?.[key] ?? inputs?.[key] ?? "") : ""; + rows.push([title, label, key || "", value]); + } + } + + const overrides = designPrefOverrides && typeof designPrefOverrides === "object" ? designPrefOverrides : {}; + const overrideKeys = Object.keys(overrides); + rows.push([]); + rows.push(["Additional Inputs (Overrides)"]); + rows.push(["Key", "Value"]); + if (overrideKeys.length === 0) { + rows.push(["(none)", isGuestUser() ? "Guest mode" : "No overrides applied"]); + } else { + for (const k of overrideKeys.sort()) { + rows.push([k, overrides[k]]); + } + } + + downloadCsvString(rowsToCsv(rows), filename); + return { success: true }; +} + +/** + * Build grouped outputs CSV with logs. + * + * Output config groups are taken from outputConfig.sections. + */ +export function downloadGroupedOutputsCsv({ + output, + outputConfig, + logs, + filename = "outputs.csv", +}) { + const rows = []; + rows.push(["Outputs"]); + rows.push(["Section", "Label", "Key", "Value"]); + + const out = output && output.data ? output.data : output; + + for (const [sectionName, fields] of Object.entries(outputConfig?.sections || {})) { + for (const field of fields || []) { + const key = field?.key; + const label = field?.label || key || ""; + const value = + key && out && out[key] && Object.prototype.hasOwnProperty.call(out[key], "val") + ? out[key].val + : key && out + ? out[key] + : ""; + rows.push([sectionName, label, key || "", value]); + } + } + + rows.push([]); + rows.push(["Logs"]); + rows.push(["Message"]); + const logArr = Array.isArray(logs) ? logs : []; + if (logArr.length === 0) { + rows.push(["(none)"]); + } else { + for (const line of logArr) rows.push([line]); + } + + downloadCsvString(rowsToCsv(rows), filename); + return { success: true }; +} + diff --git a/frontend/src/modules/shared/utils/logExport.js b/frontend/src/modules/shared/utils/logExport.js new file mode 100644 index 000000000..86fc89e16 --- /dev/null +++ b/frontend/src/modules/shared/utils/logExport.js @@ -0,0 +1,26 @@ +export const buildLogFileContent = (logs) => { + if (!logs || logs.length === 0) return ''; + + const lines = []; + + for (const log of logs) { + if (!log) continue; + + if (typeof log === 'string') { + lines.push(log); + continue; + } + + const message = log.message ?? log.msg ?? ''; + const level = (log.type || log.level || 'INFO').toString().toUpperCase(); + const timestamp = log.timestamp || ''; + + if (!message) continue; + + const formatted = `[${level}] ${message}${timestamp ? ` ${timestamp}` : ''}`; + lines.push(formatted); + } + + return lines.join('\n'); +}; + diff --git a/frontend/src/modules/shared/utils/mergeDesignPrefSyncIntoInputs.js b/frontend/src/modules/shared/utils/mergeDesignPrefSyncIntoInputs.js new file mode 100644 index 000000000..28b7044e8 --- /dev/null +++ b/frontend/src/modules/shared/utils/mergeDesignPrefSyncIntoInputs.js @@ -0,0 +1,65 @@ +/** + * Merge design-pref sync API results into form `inputs` without clobbering + * input-dock driver fields (material / member_material / connector_material), matching the + * stricter policy in `useDesignPrefSync`. + */ + +/** Keys that the input dock owns; never overwrite from server merge on save/reset. */ +const DOCK_DRIVER_KEYS = ["material", "member_material", "connector_material"]; + +/** + * @param {Object|null|undefined} metadata - `metadata` from design-pref sync response + * @returns {Set} Target keys that were copied from the dock driver + */ +export function collectLinkedPrefKeysFromMetadata(metadata) { + const copied = metadata?.copied_from_input_dock_keys || {}; + const linkedKeys = new Set(); + Object.values(copied).forEach((targets) => { + if (Array.isArray(targets)) { + targets.forEach((k) => linkedKeys.add(k)); + } + }); + return linkedKeys; +} + +/** + * Only apply preference keys that the server linked from the dock (e.g. supporting_material). + * Use for `open` / `refresh` (and error rollback) so the dock selection is never reset. + * + * @param {Object} prev + * @param {Object} resolvedInputs + * @param {Object|null|undefined} metadata + */ +export function mergeLinkedParityKeysIntoInputs(prev, resolvedInputs, metadata) { + if (!resolvedInputs || typeof resolvedInputs !== "object") { + return { ...prev }; + } + const next = { ...prev }; + const keys = collectLinkedPrefKeysFromMetadata(metadata); + keys.forEach((k) => { + if (Object.prototype.hasOwnProperty.call(resolvedInputs, k)) { + next[k] = resolvedInputs[k]; + } + }); + return next; +} + +/** + * Full merge of server `resolved_inputs` (e.g. after save or defaults), but always + * keep current dock driver values from `prev` so the material dropdown does not jump. + * + * @param {Object} prev + * @param {Object} resolvedInputs + */ +export function mergeParityIntoInputsPreservingDockDrivers(prev, resolvedInputs) { + if (!resolvedInputs || typeof resolvedInputs !== "object") { + return { ...prev }; + } + const out = { ...prev, ...resolvedInputs }; + for (const k of DOCK_DRIVER_KEYS) { + if (Object.prototype.hasOwnProperty.call(prev, k)) { + out[k] = prev[k]; + } + } + return out; +} diff --git a/frontend/src/modules/shared/utils/moduleConfig.js b/frontend/src/modules/shared/utils/moduleConfig.js new file mode 100644 index 000000000..cde5345f0 --- /dev/null +++ b/frontend/src/modules/shared/utils/moduleConfig.js @@ -0,0 +1,73 @@ +import { MODULE_KEY_FIN_PLATE } from '../../../constants/DesignKeys'; + +// Centralized module-specific configurations previously in UnifiedDropdownMenu. +export const MODULE_CONFIGS = { + [MODULE_KEY_FIN_PLATE]: { + connectivityField: 'Connectivity', + connectivityMap: { + 'Column Flange-Beam-Web': 'Column Flange-Beam Web', + 'Column Web-Beam-Web': 'Column Web-Beam Web', + 'Beam-Beam': 'Beam-Beam', + }, + connectivityMapInverse: { + 'Column Flange-Beam Web': 'Column Flange-Beam-Web', + 'Column Web-Beam Web': 'Column Web-Beam-Web', + 'Beam-Beam': 'Beam-Beam', + }, + fields: { + memberSupported: 'Member.Supported_Section.Designation', + memberSupporting: 'Member.Supporting_Section.Designation', + plateThickness: 'Connector.Plate.Thickness_List', + angleList: 'Connector.Angle_List', + topAngleList: 'Connector.Top_Angle_List', + }, + }, + 'Beam-to-Beam End Plate Connection': { + connectivityField: 'Connectivity', + endPlateField: 'EndPlateType', + connectivityMap: { + 'Flushed - Reversible Moment': 'Flushed - Reversible Moment', + 'Extended One Way - Irreversible Moment': 'Extended One Way - Irreversible Moment', + 'Extended Both Ways - Reversible Moment': 'Extended Both Ways - Reversible Moment', + }, + fields: { + memberDesignation: 'Member.Supported_Section.Designation', + memberMaterial: 'Member.Supported_Section.Material', + plateThickness: 'Connector.Plate.Thickness_List', + weldFab: 'Weld.Fab', + weldMaterial: 'Weld.Material_Grade_OverWrite', + weldType: 'Weld.Type', + }, + }, + 'Beam-to-Beam Cover Plate Bolted Connection': { + fields: { + memberDesignation: 'Member.Designation', + memberMaterial: 'Member.Material', + flangePreferences: 'Connector.Flange_Plate.Preferences', + flangePlateThickness: 'Connector.Flange_Plate.Thickness_list', + webPlateThickness: 'Connector.Web_Plate.Thickness_List', + }, + }, +}; + +export const getModuleConfig = (moduleName) => MODULE_CONFIGS[moduleName] || {}; + +// Helper for Fin Plate memberSupported/memberSupporting resolution. +export const getFinPlateMemberData = (selectedOption, inputs) => { + const config = MODULE_CONFIGS[MODULE_KEY_FIN_PLATE]; + if (!config || !config.connectivityMap[selectedOption]) return null; + + const connectivity = config.connectivityMap[selectedOption]; + if (connectivity === 'Column Flange-Beam Web' || connectivity === 'Column Web-Beam Web') { + return { + memberSupported: inputs.beam_section, + memberSupporting: inputs.column_section, + }; + } + + return { + memberSupported: inputs.secondary_beam, + memberSupporting: inputs.primary_beam, + }; +}; + diff --git a/frontend/src/modules/shared/utils/moduleUtils.js b/frontend/src/modules/shared/utils/moduleUtils.js new file mode 100644 index 000000000..1709f9099 --- /dev/null +++ b/frontend/src/modules/shared/utils/moduleUtils.js @@ -0,0 +1,63 @@ +// Utility functions for module operations +import { getMenuShortcutLabel } from "../../../constants/shortcuts"; + +export const convertToCSV = (data) => { + const keys = Object.keys(data); + const values = Object.values(data); + const csvData = keys.map((key, index) => { + const escapedValue = values[index].toString().replace(/"/g, "'"); + return `"${key}","${escapedValue}"`; + }); + return csvData.join("\n"); +}; + +export const menuItems = [ + { + label: "File", + dropdown: [ + { name: "Create Project", shortcut: getMenuShortcutLabel("Create Project") }, + { name: "Load Input", shortcut: getMenuShortcutLabel("Load Input") }, + { name: "Download Osi" }, + // { name: "Download Input", shortcut: "Alt+D" }, + { name: "Save Log Messages" }, + { name: "Create Design Report", shortcut: getMenuShortcutLabel("Create Design Report") }, + { + name: "Save 3D Model", + shortcut: getMenuShortcutLabel("Save 3D Model"), + }, + { name: "Save Cad Image" }, + { name: "Quit" } + ], + }, + { + label: "Graphics", + dropdown: [ + { name: "Zoom In", shortcut: getMenuShortcutLabel("Zoom In") }, + { name: "Zoom Out", shortcut: getMenuShortcutLabel("Zoom Out") }, + { name: "Pan" }, + { name: "Rotate 3D Model" }, + { name: "Show Front View", shortcut: getMenuShortcutLabel("Show front view") }, + { name: "Show Top View", shortcut: getMenuShortcutLabel("Show top view") }, + { name: "Show Side View", shortcut: getMenuShortcutLabel("Show side view") }, + { name: "Show Optimization Graph", shortcut: getMenuShortcutLabel("Show optimization graph") }, + ], + }, + { + label: "Database", + dropdown: [ + { name: "Save Inputs (.csv)" }, + { name: "Save Outputs (.csv)" }, + { name: "Save Inputs (.osi)" }, + { name: "Download Database", options: ["Column", "Beam", "Angle", "Channel"] }, + { name: "Reset", shortcut: getMenuShortcutLabel("Reset") }, + ], + }, + { + label: "Help", + dropdown: [ + { name: "Design Examples" }, + { name: "Ask us a question" }, + { name: "About Osdag" } + ], + }, +]; \ No newline at end of file diff --git a/frontend/src/modules/shared/utils/osiInputSerializer.js b/frontend/src/modules/shared/utils/osiInputSerializer.js new file mode 100644 index 000000000..81254db10 --- /dev/null +++ b/frontend/src/modules/shared/utils/osiInputSerializer.js @@ -0,0 +1,152 @@ +import { MODULE_KEY_FIN_PLATE } from '../../../constants/DesignKeys'; +import { INPUT_KEY_TO_LIST } from '../constants/moduleDataKeys'; +import { getModuleConfig, getFinPlateMemberData } from './moduleConfig'; + +const formatArrayForText = (arr) => { + if (!arr || arr.length === 0) return ''; + let text = ''; + for (let i = 0; i < arr.length; i++) { + if (i !== arr.length - 1) text += `- '${arr[i]}'\n`; + else text += `- '${arr[i]}'`; + } + return text; +}; + +/** + * Expands inputs for "All" selections using contextData and INPUT_KEY_TO_LIST. + * @param {Object} baseInputs - Current form inputs + * @param {Object} allSelected - Map of inputKey -> true when "All" is selected + * @param {Object} contextData - Module lists (e.g. boltDiameterList, angleList) + */ +export const expandAllSelectedInputs = (baseInputs, allSelected, contextData = {}) => { + const expanded = { ...baseInputs }; + Object.entries(INPUT_KEY_TO_LIST).forEach(([inputKey, listKey]) => { + if (allSelected?.[inputKey]) { + const fullList = Array.isArray(contextData[listKey]) ? contextData[listKey] : []; + expanded[inputKey] = Array.isArray(fullList) + ? fullList.map((val) => { + if (typeof val === 'object' && val !== null) { + return val.value || val.Grade || String(val); + } + return String(val); + }) + : []; + } + }); + return expanded; +}; + +export const buildOsiContent = ({ + inputs, + allSelected, + boltDiameterList, + propertyClassList, + thicknessList, + angleList, + topAngleList, + selectedOption, +}) => { + if (!inputs || typeof inputs !== 'object') { + return ''; + } + + let content = ''; + const moduleConfig = getModuleConfig(inputs?.module); + const moduleName = inputs?.module || ''; + + // Basic bolt and connector fields with null checks + content += `Bolt.Bolt_Hole_Type: ${inputs?.bolt_hole_type || ''}\n`; + content += `Bolt.Diameter:\n${formatArrayForText( + allSelected?.bolt_diameter ? boltDiameterList : inputs?.bolt_diameter || [] + )}\n`; + content += `Bolt.Grade:\n${formatArrayForText( + allSelected?.bolt_grade ? propertyClassList : inputs?.bolt_grade || [] + )}\n`; + content += `Bolt.Slip_Factor: ${inputs?.bolt_slip_factor || ''}\n`; + content += `Bolt.TensionType: ${inputs?.bolt_tension_type || ''}\n`; + content += `Bolt.Type: ${inputs?.bolt_type?.replaceAll('_', ' ') || ''}\n`; + + // Module-specific connectivity handling + if (moduleName === MODULE_KEY_FIN_PLATE) { + content += `Connectivity: ${moduleConfig.connectivityMap?.[selectedOption]}\n`; + } else if (moduleName === 'Beam-to-Beam End Plate Connection') { + content += `Connectivity *: ${inputs.connectivity}\n`; + content += `EndPlateType: ${moduleConfig.connectivityMap?.[selectedOption]}\n`; + } + + content += `Connector.Material: ${inputs?.connector_material || ''}\n`; + content += `Design.Design_Method: ${inputs?.design_method || ''}\n`; + content += `Detailing.Corrosive_Influences: ${inputs?.detailing_corr_status || ''}\n`; + content += `Detailing.Edge_type: ${inputs?.detailing_edge_type || ''}\n`; + content += `Detailing.Gap: ${inputs?.detailing_gap || ''}\n`; + content += `Load.Axial: ${inputs?.load_axial || ''}\n`; + content += `Load.Shear: ${inputs?.load_shear || ''}\n`; + + if (inputs?.load_moment !== undefined) { + content += `Load.Moment: ${inputs.load_moment || ''}\n`; + } + + content += `Material: ${inputs?.material || inputs?.connector_material || ''}\n`; + content += `Module: ${inputs?.module || ''}\n`; + + // Module-specific member designation handling with null checks + if (moduleName === MODULE_KEY_FIN_PLATE) { + try { + const memberData = getFinPlateMemberData(selectedOption, inputs); + if (memberData) { + content += `Member.Supported_Section.Designation: ${memberData?.memberSupported || ''}\n`; + content += `Member.Supported_Section.Material: ${inputs?.supported_material || ''}\n`; + content += `Member.Supporting_Section.Designation: ${memberData?.memberSupporting || ''}\n`; + content += `Member.Supporting_Section.Material: ${inputs?.supporting_material || ''}\n`; + } + } catch (_) { + // swallow, keep content best-effort + } + } else if (moduleName === 'Beam-to-Beam End Plate Connection') { + content += `Member.Supported_Section.Designation: ${inputs?.supported_designation || ''}\n`; + content += `Member.Supported_Section.Material: ${inputs?.supported_material || ''}\n`; + } else if (moduleName === 'Beam-to-Beam Cover Plate Bolted Connection') { + content += `Member.Designation: ${inputs?.member_designation || ''}\n`; + content += `Member.Material: ${inputs?.member_material || ''}\n`; + content += `Connector.Flange_Plate.Preferences: ${inputs?.flange_plate_preferences || ''}\n`; + } + + // Weld information (not for cover plate bolted) + if (moduleName !== 'Beam-to-Beam Cover Plate Bolted Connection') { + content += `Weld.Fab: ${inputs?.weld_fab || ''}\n`; + content += `Weld.Material_Grade_OverWrite: ${inputs?.weld_material_grade || ''}\n`; + if (inputs?.weld_type) { + content += `Weld.Type: ${inputs.weld_type}\n`; + } + } + + // Thickness lists based on module with null checks + if (inputs?.plate_thickness) { + content += `Connector.Plate.Thickness_List:\n${formatArrayForText( + allSelected?.plate_thickness ? thicknessList : inputs.plate_thickness + )}\n`; + } + if (inputs?.flange_plate_thickness) { + content += `Connector.Flange_Plate.Thickness_list:\n${formatArrayForText( + allSelected?.flange_plate_thickness ? thicknessList : inputs.flange_plate_thickness + )}\n`; + } + if (inputs?.web_plate_thickness) { + content += `Connector.Web_Plate.Thickness_List:\n${formatArrayForText( + allSelected?.web_plate_thickness ? thicknessList : inputs.web_plate_thickness + )}\n`; + } + if (inputs?.angle_list) { + content += `Connector.Angle_List:\n${formatArrayForText( + allSelected?.angle_list ? angleList : inputs.angle_list + )}\n`; + } + if (inputs?.topangle_list) { + content += `Connector.Top_Angle_List:\n${formatArrayForText( + allSelected?.topangle_list ? (topAngleList || angleList) : inputs.topangle_list + )}\n`; + } + + return content; +}; + diff --git a/frontend/src/modules/shared/utils/osiLoader.js b/frontend/src/modules/shared/utils/osiLoader.js new file mode 100644 index 000000000..78ea2d194 --- /dev/null +++ b/frontend/src/modules/shared/utils/osiLoader.js @@ -0,0 +1,147 @@ +import { normalizeOsiPayload } from "./osiNormalizer"; +import { INPUT_KEY_TO_LIST } from "../constants/moduleDataKeys"; + +/** + * Hydrates React state hooks with normalized input/preference payload. + * Supports both nested JSON format and older flat formats automatically. + */ +export function loadStateFromOsi(payload, { + setInputs, + setDesignPrefOverrides, + setExtraState, + setSelectionStates, + setAllSelected, + setSelectedItems, + moduleConfig, + safeModuleData = {} +}) { + if (!payload || !moduleConfig) return; + + const isNested = (payload.dock || payload.pref) || (payload.inputs && (payload.inputs.dock || payload.inputs.pref)); + const normalizedPayload = isNested + ? { + dock: payload.dock || payload.inputs?.dock || {}, + pref: payload.pref || payload.inputs?.pref || {} + } + : normalizeOsiPayload(payload, moduleConfig); + + const baseDefaults = moduleConfig.defaultInputs || {}; + const normalized = { ...baseDefaults, ...normalizedPayload.dock }; + + if (setDesignPrefOverrides) { + setDesignPrefOverrides(normalizedPayload.pref || {}); + } + + const targetAllSelected = {}; + const targetSelectionStates = {}; + const targetSelectedItems = {}; + + Object.entries(normalizedPayload.dock).forEach(([inputKey, value]) => { + if (value === undefined || value === null) return; + + const selectionItems = (moduleConfig.selectionConfig || []).filter( + (item) => item.inputKey === inputKey + ); + + const isArrayField = selectionItems.length > 0; + if (isArrayField) { + const listVal = Array.isArray(value) ? value : [value]; + const normalizedList = listVal.map(item => String(item)); + normalized[inputKey] = normalizedList; + + selectionItems.forEach(selectionItem => { + const dynamicListKey = INPUT_KEY_TO_LIST[inputKey]; + const dynamicOptions = dynamicListKey ? safeModuleData[dynamicListKey] : []; + + let isAll = false; + if (Array.isArray(dynamicOptions) && dynamicOptions.length > 0 && dynamicOptions.length === normalizedList.length) { + const optSet = new Set(dynamicOptions.map(o => String(o.id || o.Grade || o))); + isAll = normalizedList.every(x => optSet.has(x)); + } + + if (isAll) { + targetAllSelected[inputKey] = true; + targetSelectionStates[selectionItem.key] = "All"; + targetSelectedItems[inputKey] = []; + } else { + targetAllSelected[inputKey] = false; + targetSelectionStates[selectionItem.key] = "Customized"; + targetSelectedItems[inputKey] = normalizedList; + } + }); + } else { + let finalVal = String(value); + + if (inputKey === "bolt_type") { + let boltTypeField = null; + for (const sec of moduleConfig.inputSections || []) { + const found = sec.fields?.find(f => f.key === "bolt_type"); + if (found) { + boltTypeField = found; + break; + } + } + if (boltTypeField && Array.isArray(boltTypeField.options)) { + const optionValues = boltTypeField.options.map(o => typeof o === "object" ? o.value : o); + if (!optionValues.includes(finalVal)) { + const valWithUnderscore = finalVal.replace(/\s+/g, "_"); + const valWithSpace = finalVal.replace(/_/g, " "); + if (optionValues.includes(valWithUnderscore)) { + finalVal = valWithUnderscore; + } else if (optionValues.includes(valWithSpace)) { + finalVal = valWithSpace; + } + } + } + } + + if (inputKey === "bolt_tension_type") { + if (/non[- ]?pretensioned/i.test(finalVal) || /non pre-tensioned/i.test(finalVal)) { + finalVal = baseDefaults[inputKey]?.includes("pre-tensioned") ? "Non pre-tensioned" : "Non Pre-tensioned"; + } else if (/pretensioned/i.test(finalVal) || /pre-tensioned/i.test(finalVal)) { + finalVal = "Pre-tensioned"; + } + } + + if (inputKey === "bolt_hole_type") { + if (/oversized/i.test(finalVal) || /over-sized/i.test(finalVal)) { + finalVal = "Over-Sized"; + } else if (/standard/i.test(finalVal)) { + finalVal = "Standard"; + } + } + + normalized[inputKey] = finalVal; + } + }); + + if (setInputs) { + setInputs(normalized); + } + if (setAllSelected && Object.keys(targetAllSelected).length > 0) { + setAllSelected(prev => ({ ...prev, ...targetAllSelected })); + } + if (setSelectionStates && Object.keys(targetSelectionStates).length > 0) { + setSelectionStates(prev => ({ ...prev, ...targetSelectionStates })); + } + if (setSelectedItems && Object.keys(targetSelectedItems).length > 0) { + setSelectedItems(prev => ({ ...prev, ...targetSelectedItems })); + } + + if (setExtraState) { + if (normalized.connectivity) { + setExtraState(prev => ({ + ...prev, + selectedOption: normalized.connectivity + })); + } + if (normalized.section_profile && typeof moduleConfig.getSectionImage === "function") { + const img = moduleConfig.getSectionImage(normalized.section_profile); + setExtraState(prev => ({ + ...prev, + selectedProfile: normalized.section_profile, + imageSource: img + })); + } + } +} diff --git a/frontend/src/modules/shared/utils/osiMapperTracer.js b/frontend/src/modules/shared/utils/osiMapperTracer.js new file mode 100644 index 000000000..856518b7b --- /dev/null +++ b/frontend/src/modules/shared/utils/osiMapperTracer.js @@ -0,0 +1,100 @@ +import { INPUT_KEY_TO_LIST } from "../constants/moduleDataKeys"; + +/** + * Utility to extract bidirectional key mappings dynamically for any engineering module config + * by dry-running buildSubmissionParams with sentinel values. + */ +export function getModuleKeyMap(moduleConfig) { + if (!moduleConfig || typeof moduleConfig.buildSubmissionParams !== "function") { + return {}; + } + const keyMap = {}; + const defaultInputs = moduleConfig.defaultInputs || {}; + const standardInputs = Object.keys(defaultInputs); + + // We run multiple mock sweeps to hit conditional branches and selections across all 22+ modules + const sweeps = [ + { allSelected: false, boltType: "Bearing_Bolt", weldType: "Fillet", connectivity: "Column Flange-Beam Web" }, + { allSelected: true, boltType: "Friction_Grip_Bolt", weldType: "Groove", connectivity: "Column Web-Beam Web" }, + { allSelected: false, boltType: "Friction_Grip_Bolt", weldType: "Fillet", connectivity: "Beam-Beam" }, + { allSelected: true, boltType: "Bearing_Bolt", weldType: "Groove", connectivity: "Beam-Column" }, + ]; + + sweeps.forEach(({ allSelected, boltType, weldType, connectivity }) => { + const mockInputs = {}; + standardInputs.forEach(key => { + mockInputs[key] = `__TRACER_VAL__:${key}`; + }); + // Force specific conditional flag overrides to satisfy path conditions in parameter builders + if (standardInputs.includes("bolt_type")) mockInputs.bolt_type = boltType; + if (standardInputs.includes("weld_type")) mockInputs.weld_type = weldType; + if (standardInputs.includes("connectivity")) mockInputs.connectivity = connectivity; + + const mockAllSelected = {}; + standardInputs.forEach(key => { + mockAllSelected[key] = allSelected; + }); + + const mockLists = new Proxy({}, { + get(target, prop) { + let match = Object.keys(INPUT_KEY_TO_LIST).find( + (k) => INPUT_KEY_TO_LIST[k] === prop + ); + if (!match) { + const possibleKey = prop.replace(/List$/, "").replace(/Select$/, ""); + match = standardInputs.find(k => { + const normK = k.toLowerCase().replace(/_/g, ""); + const normP = possibleKey.toLowerCase().replace(/_/g, ""); + return normK.includes(normP) || normP.includes(normK); + }) || possibleKey; + } + return [`__TRACER_VAL__:${match}`]; + } + }); + + try { + const result = moduleConfig.buildSubmissionParams(mockInputs, mockAllSelected, mockLists, {}); + + Object.entries(result).forEach(([osiKey, val]) => { + if (typeof val === "string" && val.startsWith("__TRACER_VAL__:")) { + const reactKey = val.split(":")[1]; + keyMap[osiKey] = reactKey; + } else if (Array.isArray(val) && val.length > 0 && typeof val[0] === "string" && val[0].startsWith("__TRACER_VAL__:")) { + const reactKey = val[0].split(":")[1]; + keyMap[osiKey] = reactKey; + } + }); + } catch (e) { + // Gracefully continue to next pass + } + }); + + // Global baseline aliases for keys not returned by buildSubmissionParams + const baselineAliases = { + "Bolt.Bolt_Hole_Type": "bolt_hole_type", + "Bolt.Diameter": "bolt_diameter", + "Bolt.Grade": "bolt_grade", + "Bolt.Slip_Factor": "bolt_slip_factor", + "Bolt.TensionType": "bolt_tension_type", + "Bolt.Type": "bolt_type", + "Connector.Material": "connector_material", + "Design.Design_Method": "design_method", + "Detailing.Corrosive_Influences": "detailing_corr_status", + "Detailing.Edge_type": "detailing_edge_type", + "Detailing.Gap": "detailing_gap", + "Load.Axial": "load_axial", + "Load.Axial.Force": "axial_force", + "Load.Shear.Force": "shear_force", + "Load.Shear": "load_shear", + "Material": "material", + "Plate1Thickness": "plate1_thickness", + "Plate2Thickness": "plate2_thickness", + "PlateWidth": "plate_width", + "Weld.Fab": "weld_fab", + "Weld.Material_Grade_OverWrite": "weld_material_grade", + "Weld.Size": "weld_size", + "Weld.Type": "weld_type" + }; + + return { ...baselineAliases, ...keyMap }; +} diff --git a/frontend/src/modules/shared/utils/osiNormalizer.js b/frontend/src/modules/shared/utils/osiNormalizer.js new file mode 100644 index 000000000..e89120575 --- /dev/null +++ b/frontend/src/modules/shared/utils/osiNormalizer.js @@ -0,0 +1,89 @@ +import { getModuleKeyMap } from "./osiMapperTracer"; + +/** + * Normalizes flat OSI key-value dictionary into nested JSON format + * e.g. { inputs: { dock: {...}, pref: {...} } } + */ +export function normalizeOsiPayload(flatObj, moduleConfig = null) { + if (!flatObj || typeof flatObj !== "object") { + return { dock: {}, pref: {} }; + } + + // If already nested under dock/pref, return it as-is + if (flatObj.dock || flatObj.pref) { + return { + dock: flatObj.dock || {}, + pref: flatObj.pref || {} + }; + } + if (flatObj.inputs && (flatObj.inputs.dock || flatObj.inputs.pref)) { + return { + dock: flatObj.inputs.dock || {}, + pref: flatObj.inputs.pref || {} + }; + } + + const keyMap = getModuleKeyMap(moduleConfig); + const dock = {}; + const pref = {}; + + Object.entries(flatObj).forEach(([key, value]) => { + // 1. Group Pref. fields + if (key.startsWith("Pref.")) { + const prefKey = key.substring(5); + pref[prefKey] = value; + } + // 2. Map via tracer keyMap + else if (keyMap[key]) { + dock[keyMap[key]] = value; + } + // 3. Fallback: string clean mapping + else { + // e.g. "Bolt.Bolt_Hole_Type" -> "bolt_hole_type" + // Remove common prefix categories + const cleanKey = key + .replace(/^(Bolt|Connector|Design|Detailing|Load|Member|Weld)\./, "") + .replace(/\./g, "_") + .replace(/([a-z0-9])([A-Z])/g, "$1_$2") + .toLowerCase(); + + // If moduleConfig.defaultInputs has it, map it + if (moduleConfig?.defaultInputs && cleanKey in moduleConfig.defaultInputs) { + dock[cleanKey] = value; + } else { + dock[cleanKey] = value; + } + } + }); + + // Handle Connectivity wildcard mapping + const connectivity = flatObj["Connectivity *"] || flatObj["Connectivity"]; + if (connectivity) { + dock.connectivity = String(connectivity).trim(); + } + + // Handle common designation sectional aliases + const supportingDesc = flatObj["Member.Supporting_Section.Designation"] || flatObj["Supporting_Section.Designation"]; + if (supportingDesc) { + dock.supporting_designation = supportingDesc; + dock.column_section = supportingDesc; + dock.member_designation = supportingDesc; + } + + const supportedDesc = flatObj["Member.Supported_Section.Designation"] || flatObj["Supported_Section.Designation"]; + if (supportedDesc) { + dock.supported_designation = supportedDesc; + dock.beam_section = supportedDesc; + if (!dock.member_designation) { + dock.member_designation = supportedDesc; + } + } + + // Baseline fallbacks if designation is mapped directly to Designation + const directDesc = flatObj["Member.Designation"] || flatObj["Designation"]; + if (directDesc) { + dock.member_designation = directDesc; + } + + return { dock, pref }; +} diff --git a/frontend/src/modules/shearConnection/cleatAngle/CleatAngle.jsx b/frontend/src/modules/shearConnection/cleatAngle/CleatAngle.jsx new file mode 100644 index 000000000..e927dc9d1 --- /dev/null +++ b/frontend/src/modules/shearConnection/cleatAngle/CleatAngle.jsx @@ -0,0 +1,17 @@ +// CleatAngle.jsx - Fixed version +import { EngineeringModule } from "../../shared/components/EngineeringModule"; +import { cleatAngleConfig } from "./configs/cleatAngleConfig"; +import { cleatAngleOutputConfig } from "./configs/cleatAngleOutputConfig"; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function CleatAngle() { + return ( + + ); +} + +export default CleatAngle; diff --git a/frontend/src/modules/shearConnection/cleatAngle/components/CleatAngleOutputDock.jsx b/frontend/src/modules/shearConnection/cleatAngle/components/CleatAngleOutputDock.jsx new file mode 100644 index 000000000..c72af35d8 --- /dev/null +++ b/frontend/src/modules/shearConnection/cleatAngle/components/CleatAngleOutputDock.jsx @@ -0,0 +1,18 @@ +/* eslint-disable react/prop-types */ +// CleatAngleOutputDock.jsx - Fixed version +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { cleatAngleOutputConfig } from "../configs/cleatAngleOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +const CleatAngleOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default CleatAngleOutputDock; \ No newline at end of file diff --git a/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleConfig.js b/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleConfig.js new file mode 100644 index 000000000..ab6c4b38a --- /dev/null +++ b/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleConfig.js @@ -0,0 +1,233 @@ +import { UI_STRINGS } from '../../../../constants/UIStrings'; +import { MODULE_KEY_CLEAT_ANGLE, MODULE_DISPLAY_CLEAT_ANGLE } from '../../../../constants/DesignKeys'; + +export const cleatAngleConfig = { + sessionName: MODULE_DISPLAY_CLEAT_ANGLE, + routePath: "/design/connections/shear/cleatAngle", + designType: MODULE_KEY_CLEAT_ANGLE, + cameraKey: "CleatAngle", + cadOptions: ["Model", "Beam", "Column", "CleatAngle"], + + defaultInputs: { + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing Bolt", + connector_material: "E 250 (Fe 410 W)A", + load_shear: "20", + beam_section: "MB 300", + column_section: "HB 150", + primary_beam: "MB 300", + secondary_beam: "MB 300", + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + weld_fab: "Shop Weld", + weld_material_grade: "410", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + cleat_section: [], + module: MODULE_KEY_CLEAT_ANGLE, + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "cleatSection", inputKey: "cleat_section", dataSource: "angleList" }, // Was cleatSectionList, now use angleList + ], + + selectionConfig: [ + { + key: "boltDiameterSelect", + inputKey: "bolt_diameter", + defaultValue: "All", + }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "cleatSectionSelect", inputKey: "cleat_section", defaultValue: "All" }, + ], + + validateInputs: (inputs, contextData = {}, selectionStates = {}) => { + const allSelected = selectionStates?.cleatSectionSelect === 'All'; + const optionsList = (contextData && contextData.angleList) || []; + const selectedList = Array.isArray(inputs.cleat_section) ? inputs.cleat_section : []; + + // Accept 'All' if the full options list is present and non-empty. Accept Customized if at least one chosen item. + if ( + (allSelected && optionsList.length === 0) || + (!allSelected && selectedList.length === 0) + ) { + return { isValid: false, message: "Please select at least one section from the cleat section list" }; + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraState) => { + const conn_map = { + "Column Flange-Beam-Web": "Column Flange-Beam Web", + "Column Web-Beam-Web": "Column Web-Beam Web", + "Beam-Beam": "Beam-Beam", + }; + const connectivity = extraState?.selectedOption || inputs.connectivity || "Column Flange-Beam-Web"; + // Common parameters + const baseParams = { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Module": MODULE_KEY_CLEAT_ANGLE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Angle_List": allSelected.cleat_section ? lists.angleList : inputs.cleat_section, + }; + // Connectivity-specific member assignments + if (connectivity === "Beam-Beam") { + return { + ...baseParams, + "Member.Supported_Section.Designation": inputs.secondary_beam, + "Member.Supporting_Section.Designation": inputs.primary_beam, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Material": inputs.supporting_material, + }; + } else { + return { + ...baseParams, + "Member.Supported_Section.Designation": inputs.beam_section, + "Member.Supporting_Section.Designation": inputs.column_section, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Material": inputs.supporting_material, + }; + } + }, + + inputSections: [ + { + title: UI_STRINGS.CONNECTING_MEMBERS, + fields: [ + { + key: "connectivity", + label: UI_STRINGS.CONNECTIVITY, + type: "connectivitySelect", + onChange: (value, inputs, setInputs, contextData, extraState, setExtraState) => { + setExtraState({ ...extraState, selectedOption: value }); + setInputs({ ...inputs, connectivity: value }); + } + }, + { + key: "column_section", + label: UI_STRINGS.COLUMN_SECTION, + type: "select", + options: "columnList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + { + key: "beam_section", + label: UI_STRINGS.BEAM_SECTION, + type: "select", + options: "beamList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + { + key: "primary_beam", + label: UI_STRINGS.PRIMARY_BEAM, + type: "select", + options: "beamList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Beam-Beam"; + } + }, + { + key: "secondary_beam", + label: UI_STRINGS.SECONDARY_BEAM, + type: "select", + options: "beamList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Beam-Beam"; + } + }, + { + key: "connector_material", + label: UI_STRINGS.MATERIAL, + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + connector_material: material.Grade, + }); + } + } + ] + }, + { + title: UI_STRINGS.FACTORED_LOADS, + fields: [ + { key: "load_shear", label: UI_STRINGS.SHEAR_FORCE + "*", type: "number", required: true } + ] + }, + { + title: UI_STRINGS.BOLT, + fields: [ + { + key: "bolt_diameter", + label: UI_STRINGS.DIAMETER, + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: UI_STRINGS.TYPE, + type: "select", + options: [ + { value: "Bearing_Bolt", label: "Bearing Bolt" }, + { value: "Friction_Grip_Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: UI_STRINGS.PROPERTY_CLASS, + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: "Cleat Angle", + fields: [ + { + key: "cleat_section", + label: "Cleat Section", + type: "customizable", + selectionKey: "cleatSectionSelect", + modalKey: "cleatSection", + dataSource: "angleList" // Use the same as previous angle_list + } + ] + } + ] +}; diff --git a/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleOutputConfig.js b/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleOutputConfig.js new file mode 100644 index 000000000..24eead8e4 --- /dev/null +++ b/frontend/src/modules/shearConnection/cleatAngle/configs/cleatAngleOutputConfig.js @@ -0,0 +1,278 @@ +export const cleatAngleOutputConfig = { + sections: { + "Cleat Angle": [ + { key: "Cleat.Angle", label: "Cleat Angle Designation" }, + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Cleat.Shear", label: "Shear Yielding Capacity (kN)" }, + { key: "Cleat.BlockShear", label: "Block Shear Capacity (kN)" }, + { key: "Cleat.MomDemand", label: "Moment Demand (kNm)" }, + { key: "Cleat.MomCapacity", label: "Moment Capacity (kNm)" }, + { key: "PlateCapacityModal_supported", label: "Plate Capacity Details" }, + ], + Bolt: [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + ], + "Bolts on Supported Leg": [ + { key: "Bolt.Line", label: "Bolt Columns (nos)" }, + { key: "Bolt.OneLine", label: "Bolt Rows (nos)" }, + { key: "Bolt.Force (kN)", label: "Bolt Force (kN)" }, + { key: "Bolt.Capacity_sptd", label: "Bolt Value (kN)" }, + { key: "BoltCapSimpleModal_supported", label: "Bolt Capacity" }, + { key: "CapacityModal_supported", label: "Bolt Capacity Details" }, + { key: "SupportedSpacingModal", label: "Spacing" }, + ], + "Bolts on Supporting Leg": [ + { key: "Cleat.Spting_leg.Line", label: "Bolt Columns (nos)" }, + { key: "Cleat.Spting_leg.OneLine", label: "Bolt Rows (nos)" }, + { key: "Cleat.Spting_leg.Force", label: "Bolt Force (kN)" }, + { key: "Bolt.Capacity_spting", label: "Bolt Value (kN)" }, + { key: "BoltCapSimpleModal_supporting", label: "Bolt Capacity" }, + { key: "CapacityModal_supporting", label: "Bolt Capacity Details" }, + { key: "SupportingSpacingModal", label: "Spacing" }, + { key: "PlateCapacityModal_supporting", label: "Plate Capacity Details" }, + ], + "Section Details": [ + { key: "SectionCapacityModal", label: "Section Capacity" }, + ], + }, + + modals: { + SupportedSpacingModal: { type: "spacing", buttonText: "Supported Spacing" }, + SupportingSpacingModal: { type: "spacingSupporting", buttonText: "Supporting Spacing" }, + CapacityModal_supported: { type: "details", buttonText: "Capacity" }, + CapacityModal_supporting: { type: "detailsSupporting", buttonText: "Capacity" }, + BoltCapSimpleModal_supported: { type: "boltCapSimpleSptd", buttonText: "Capacity" }, + BoltCapSimpleModal_supporting: { type: "boltCapSimpleSpting", buttonText: "Capacity" }, + PlateCapacityModal_supported: { type: "plateCapSptd", buttonText: "Capacity" }, + PlateCapacityModal_supporting: { type: "plateCapSpting", buttonText: "Capacity" }, + SectionCapacityModal: { type: "sectionCap", buttonText: "Capacity" }, + }, + + modalTypes: { + spacing: { + title: "Supported Leg ā€” Spacing Details", + width: "68%", + layout: "spacing-diagram", + hasImage: true, + }, + spacingSupporting: { + title: "Supporting Leg ā€” Spacing Details", + width: "68%", + layout: "spacing-diagram", + hasImage: true, + }, + details: { + title: "Supported Leg ā€” Bolt Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false, + }, + detailsSupporting: { + title: "Supporting Leg ā€” Bolt Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false, + }, + boltCapSimpleSptd: { + title: "Supported Leg ā€” Bolt Capacity", + width: "68%", + layout: "cleat-bolt-capacity", + hasImage: true, + }, + boltCapSimpleSpting: { + title: "Supporting Leg ā€” Bolt Capacity", + width: "68%", + layout: "cleat-bolt-capacity", + hasImage: true, + }, + plateCapSptd: { + title: "Supported Leg ā€” Plate Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false, + }, + plateCapSpting: { + title: "Supporting Leg ā€” Plate Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false, + }, + sectionCap: { + title: "Section Capacity Details", + width: "68%", + layout: "cleat-section-capacity", + hasImage: true, + }, + }, + + modalData: { + spacing: { + SupportedSpacingModal: { + fields: [ + { key: "Bolt.Pitch_supported", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist_supported", label: "End Distance (mm)" }, + { key: "Bolt.Gauge1_supported", label: "Gauge 1 Distance (mm)" }, + { key: "Bolt.Gauge2_supported", label: "Gauge 2 Distance (mm)" }, + { key: "Bolt.EdgeDist_supported", label: "Edge Distance (mm)" }, + ], + diagram: { + props: { + plateWidth: 0, + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist_supported", + pitch: "Bolt.Pitch_supported", + gauge: "Bolt.Gauge2_supported", + edge: "Bolt.Gauge1_supported", + holeDiameter: "Bolt.Diameter", + angleDesignation: "Cleat.Angle", + drawAngleThickness: "left", + }, + }, + }, + }, + spacingSupporting: { + SupportingSpacingModal: { + fields: [ + { key: "Bolt.Pitch_supporting", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist_supporting", label: "End Distance (mm)" }, + { key: "Bolt.Gauge1_supporting", label: "Gauge 1 Distance (mm)" }, + { key: "Bolt.Gauge2_supporting", label: "Gauge 2 (Pitch) Distance (mm)" }, + { key: "Bolt.EdgeDist_supporting", label: "Edge Distance (mm)" }, + ], + diagram: { + origin: "right", + props: { + plateWidth: 0, + plateHeight: "Plate.Height", + rows: "Cleat.Spting_leg.OneLine", + cols: "Cleat.Spting_leg.Line", + end: "Bolt.EndDist_supporting", + pitch: "Bolt.Pitch_supporting", + gauge: "Bolt.Gauge2_supporting", + edge: "Bolt.Gauge1_supporting", + holeDiameter: "Bolt.Diameter", + angleDesignation: "Cleat.Angle", + drawAngleThickness: "right", + }, + }, + }, + }, + details: { + CapacityModal_supported: [ + { key: "Bolt.Bearing_supported", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Shear_supported", label: "Shear Capacity (kN)" }, + { key: "Bolt.Betalg_supported", label: "Ī²lg" }, + { key: "Bolt.Betalj_supported", label: "Ī²lj" }, + { key: "Bolt.Capacity_supported", label: "Bolt Value (kN)" }, + { key: "Bolt.Force (kN)_supported", label: "Bolt Shear Force (kN)" }, + ], + }, + detailsSupporting: { + CapacityModal_supporting: [ + { key: "Bolt.Bearing_supporting", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Shear_supporting", label: "Shear Capacity (kN)" }, + { key: "Bolt.Betalg_supporting", label: "Ī²lg" }, + { key: "Bolt.Betalj_supporting", label: "Ī²lj" }, + { key: "Bolt.Capacity_supporting", label: "Bolt Value (kN)" }, + { key: "Bolt.Force (kN)_supporting", label: "Bolt Shear Force (kN)" }, + ], + }, + boltCapSimpleSptd: { + BoltCapSimpleModal_supported: { + fields: [ + { key: "Bolt.Shear_bolt_sptd", label: "Shear Capacity (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Bearing_bolt_sptd", label: "Bearing Capacity (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Capacity_bolt_sptd", label: "Bolt Value (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Shear_bolt_sptd", label: "Shear Capacity (kN)", section: "Failure Pattern due to Tension" }, + { key: "Bolt.Bearing_bolt_sptd", label: "Bearing Capacity (kN)", section: "Failure Pattern due to Tension" }, + { key: "Bolt.Capacity_bolt_sptd", label: "Bolt Value (kN)", section: "Failure Pattern due to Tension" }, + ], + diagram: { + props: { + leg: "supported", + plateHeight: "Plate.Height", + boltRows: "Bolt.OneLine", + boltCols: "Bolt.Line", + end: "Bolt.EndDist_supported", + pitch: "Bolt.Pitch_supported", + edge: "Bolt.Gauge1_supported", + gauge1: "Bolt.Gauge2_supported", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + }, + boltCapSimpleSpting: { + BoltCapSimpleModal_supporting: { + fields: [ + { key: "Bolt.Shear_bolt_spting", label: "Shear Capacity (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Bearing_bolt_spting", label: "Bearing Capacity (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Capacity_bolt_spting", label: "Bolt Value (kN)", section: "Failure Pattern due to Shear" }, + { key: "Bolt.Shear_bolt_spting", label: "Shear Capacity (kN)", section: "Failure Pattern due to Tension" }, + { key: "Bolt.Bearing_bolt_spting", label: "Bearing Capacity (kN)", section: "Failure Pattern due to Tension" }, + { key: "Bolt.Capacity_bolt_spting", label: "Bolt Value (kN)", section: "Failure Pattern due to Tension" }, + ], + diagram: { + props: { + leg: "supporting", + plateHeight: "Plate.Height", + boltRows: "Cleat.Spting_leg.OneLine", + boltCols: "Cleat.Spting_leg.Line", + end: "Bolt.EndDist_supporting", + pitch: "Bolt.Pitch_supporting", + edge: "Bolt.Gauge1_supporting", + gauge1: "Bolt.Gauge2_supporting", + holeDiameter: "Bolt.Diameter", + }, + }, + }, + }, + plateCapSptd: { + PlateCapacityModal_supported: { + fields: [ + { key: "Plate.Shear_sptd_plate", label: "Shear Yielding Capacity (kN)", section: "Failure Pattern due to Shear (Supported Leg)" }, + { key: "Plate.Rupture_sptd_plate", label: "Shear Rupture Capacity (kN)", section: "Failure Pattern due to Shear (Supported Leg)" }, + { key: "Plate.BlockShear_sptd_plate", label: "Block Shear (Shear) (kN)", section: "Failure Pattern due to Shear (Supported Leg)" }, + { key: "Plate.TensionYield_sptd_plate", label: "Tension Yielding Capacity (kN)", section: "Failure Pattern due to Tension (Supported Leg)" }, + { key: "Plate.TensionRupture_sptd_plate", label: "Tension Rupture Capacity (kN)", section: "Failure Pattern due to Tension (Supported Leg)" }, + { key: "Plate.BlockShearAxial_sptd_plate", label: "Block Shear (Axial) (kN)", section: "Failure Pattern due to Tension (Supported Leg)" }, + { key: "Section.BlockShearAxial_sptd_plate", label: "Section Block Shear Capacity (kN)", section: "Section (Beam Web) Block Shear" }, + ], + }, + }, + plateCapSpting: { + PlateCapacityModal_supporting: { + fields: [ + { key: "Plate.Shear_spting_plate", label: "Shear Yielding Capacity (kN)", section: "Failure Pattern due to Shear (Supporting Leg)" }, + { key: "Plate.Rupture_spting_plate", label: "Shear Rupture Capacity (kN)", section: "Failure Pattern due to Shear (Supporting Leg)" }, + { key: "Plate.BlockShear_spting_plate", label: "Block Shear (Shear) (kN)", section: "Failure Pattern due to Shear (Supporting Leg)" }, + { key: "Plate.TensionYield_spting_plate", label: "Tension Yielding Capacity (kN)", section: "Failure Pattern due to Tension (Supporting Leg)" }, + { key: "Plate.TensionRupture_spting_plate", label: "Tension Rupture Capacity (kN)", section: "Failure Pattern due to Tension (Supporting Leg)" }, + { key: "Plate.BlockShearAxial_spting_plate", label: "Block Shear (Axial) (kN)", section: "Failure Pattern due to Tension (Supporting Leg)" }, + ], + }, + }, + sectionCap: { + SectionCapacityModal: { + fields: [ + { key: "Cleat.Shear_section", label: "Cleat Shear Yielding Capacity (kN)", section: "Failure Pattern due to Shear in Supported Section" }, + { key: "Cleat.BlockShear_section", label: "Cleat Block Shear Capacity (kN)", section: "Failure Pattern due to Shear in Supported Section" }, + { key: "Cleat.MomDemand_section", label: "Moment Demand (kNm)", section: "Failure Pattern due to Tension in Supporting Section" }, + { key: "Cleat.MomCapacity_section", label: "Moment Capacity (kNm)", section: "Failure Pattern due to Tension in Supporting Section" }, + ], + diagram: { + props: { + connectivity: "Connectivity", + pitch: "Bolt.Pitch_supported", + end: "Bolt.EndDist_supported", + edge: "Bolt.Gauge1_supported", + gauge1: "Bolt.Gauge2_supported", + }, + }, + }, + }, + }, +}; diff --git a/frontend/src/modules/shearConnection/endPlate/EndPlate.jsx b/frontend/src/modules/shearConnection/endPlate/EndPlate.jsx new file mode 100644 index 000000000..8e55c75b2 --- /dev/null +++ b/frontend/src/modules/shearConnection/endPlate/EndPlate.jsx @@ -0,0 +1,17 @@ +import { EngineeringModule } from "../../shared/components/EngineeringModule"; +import { endPlateConfig } from "./configs/endPlateConfig"; +import { endPlateOutputConfig } from "./configs/endPlateOutputConfig"; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function EndPlate() { + return ( + + ); +} + + +export default EndPlate; diff --git a/frontend/src/modules/shearConnection/endPlate/components/EndPlateOutputDock.jsx b/frontend/src/modules/shearConnection/endPlate/components/EndPlateOutputDock.jsx new file mode 100644 index 000000000..e22e41800 --- /dev/null +++ b/frontend/src/modules/shearConnection/endPlate/components/EndPlateOutputDock.jsx @@ -0,0 +1,15 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { endPlateOutputConfig } from "../configs/endPlateOutputConfig"; + +const EndPlateOutputDock = ({ output }) => { + return ( + + ); +}; + +export default EndPlateOutputDock; diff --git a/frontend/src/modules/shearConnection/endPlate/configs/endPlateConfig.js b/frontend/src/modules/shearConnection/endPlate/configs/endPlateConfig.js new file mode 100644 index 000000000..c48728cbb --- /dev/null +++ b/frontend/src/modules/shearConnection/endPlate/configs/endPlateConfig.js @@ -0,0 +1,164 @@ +import { MODULE_KEY_END_PLATE, MODULE_DISPLAY_END_PLATE } from "../../../../constants/DesignKeys"; + +export const endPlateConfig = { + sessionName: MODULE_DISPLAY_END_PLATE, + routePath: "/design/connections/shear/end_plate", + designType: MODULE_KEY_END_PLATE, + cameraKey: MODULE_KEY_END_PLATE, + cadOptions: ["Model", "Beam", "Column", "Plate"], + + // IMPROVEMENT: Removed hardcoded defaults for API-driven lists (e.g., beam_section). + // Defaults should be set dynamically after fetching data to prevent mismatches. + defaultInputs: { + connectivity: "Column Flange-Beam-Web", + column_section: "", // Set to empty string, to be populated from list + beam_section: "", // Set to empty string, to be populated from list + primary_beam: "", // Set to empty string, to be populated from list + secondary_beam: "", // Set to empty string, to be populated from list + bolt_type: "Bearing Bolt", // Default to a clean value from the new list + + // Default selections for customizable fields + bolt_diameter: [], + bolt_grade: [], + plate_thickness: [], + + // Static defaults + load_shear: "20", + load_axial: "10", + connector_material: "E 250 (Fe 410 W)A", + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + weld_fab: "Shop Weld", + weld_material_grade: "410", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + + bolt_tension_type: "Pre-tensioned", + module: MODULE_KEY_END_PLATE, + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs, extraState) => { + const connectivity = extraState?.selectedOption || inputs.connectivity; + // IMPROVEMENT: Simplified validation logic for conciseness. + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + if (!inputs.beam_section || !inputs.column_section) { + return { isValid: false, message: "Please select all required sections." }; + } + } else if (connectivity === "Beam-Beam") { + if (!inputs.primary_beam || !inputs.secondary_beam) { + return { isValid: false, message: "Please select both primary and secondary beam sections." }; + } + } + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraState) => { + // Ensure plate thickness list is always List[str] + const toStrList = (arr = []) => (Array.isArray(arr) ? arr.map((v) => `${v}`) : []); + const plateList = allSelected.plate_thickness + ? toStrList(lists.thicknessList) + : toStrList(inputs.plate_thickness); + + const conn_map = { + "Column Flange-Beam-Web": "Column Flange-Beam Web", + "Column Web-Beam-Web": "Column Web-Beam Web", + "Beam-Beam": "Beam-Beam", + }; + const connectivity = extraState?.selectedOption || inputs.connectivity; + const params = { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type, // No need for replaceAll now + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Member.Supported_Section.Designation": connectivity === "Beam-Beam" ? inputs.secondary_beam : inputs.beam_section, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": connectivity === "Beam-Beam" ? inputs.primary_beam : inputs.column_section, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Module": MODULE_KEY_END_PLATE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Plate.Thickness_List": plateList, + }; + return params; + }, + + inputSections: [ + { + title: "Connecting Members", + fields: [ + { key: "connectivity", label: "Connectivity", type: "connectivitySelect", options: "connectivityList" }, + { key: "primary_beam", label: "Primary Beam*", type: "select", options: "beamList", conditionalDisplay: (extraState) => extraState?.selectedOption === "Beam-Beam" }, + { key: "secondary_beam", label: "Secondary Beam*", type: "select", options: "beamList", conditionalDisplay: (extraState) => extraState?.selectedOption === "Beam-Beam" }, + { key: "column_section", label: "Column Section*", type: "select", options: "columnList", conditionalDisplay: (extraState) => ["Column Flange-Beam-Web", "Column Web-Beam-Web"].includes(extraState?.selectedOption) }, + { key: "beam_section", label: "Beam Section*", type: "select", options: "beamList", conditionalDisplay: (extraState) => ["Column Flange-Beam-Web", "Column Web-Beam-Web"].includes(extraState?.selectedOption) }, + { + key: "connector_material", label: "Material", type: "select", options: "materialList", + onChange: (value, inputs, setInputs, materialList, setShowModal) => { + if (value == -1) { + setShowModal(true); + return; + } + const material = materialList.find((item) => item.id === value); + if (material) { + setInputs({ ...inputs, connector_material: material.Grade }); + } + }, + }, + ], + }, + { + title: "Factored Loads", + fields: [ + { key: "load_shear", label: "Shear Force (kN)*", type: "number", required: true }, + { key: "load_axial", label: "Axial Force (kN)", type: "number" }, + ], + }, + { + title: "Bolt", + fields: [ + { key: "bolt_diameter", label: "Diameter (mm)", type: "customizable", selectionKey: "boltDiameterSelect", modalKey: "boltDiameter", dataSource: "boltDiameterList" }, + { + // Use API data for bolt types + key: "bolt_type", + label: "Type", + type: "select", + options: "boltTypeList", + }, + { key: "bolt_grade", label: "Property Class", type: "customizable", selectionKey: "propertyClassSelect", modalKey: "propertyClass", dataSource: "propertyClassList" }, + ], + }, + { + title: "Plate", + fields: [ + { key: "plate_thickness", label: "Thickness (mm)", type: "customizable", selectionKey: "thicknessSelect", modalKey: "plateThickness", dataSource: "thicknessList" }, + ], + }, + ], +}; \ No newline at end of file diff --git a/frontend/src/modules/shearConnection/endPlate/configs/endPlateOutputConfig.js b/frontend/src/modules/shearConnection/endPlate/configs/endPlateOutputConfig.js new file mode 100644 index 000000000..ab06a0af7 --- /dev/null +++ b/frontend/src/modules/shearConnection/endPlate/configs/endPlateOutputConfig.js @@ -0,0 +1,229 @@ +export const endPlateOutputConfig = { + sections: { + Bolt: [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Rows", label: "Rows of Bolts" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Capacity", label: "Bolt Value (kN)" }, + { key: "Bolt.Tension", label: "Bolt Tension Capacity (kN)" }, + { key: "Bolt.Force (kN)", label: "Bolt Shear Force (kN)" }, + { key: "Bolt.TensionForce", label: "Bolt Tension Force (kN)" }, + { key: "Bolt.PryingForce", label: "Bolt Prying Force (kN)" }, + { key: "BoltCapacityModal", label: "Capacity" }, + { key: "PlateSpacingModal", label: "Spacing" }, + ], + Plate: [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Plate.Length", label: "Width (mm)" }, + { key: "PlateCapacityModal", label: "Capacity" }, + ], + // "Section Details": [{ key: "SectionCapacityModal", label: "Capacity" }], + Weld: [ + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Stress", label: "Stress (N/mm)" }, + { key: "Weld.Strength", label: "Strength (N/mm2)" }, + ], + }, + + modals: { + BoltCapacityModal: { type: "details", buttonText: "Bolt Capacity" }, + PlateSpacingModal: { type: "spacing", buttonText: "Plate Spacing" }, + PlateCapacityModal: { type: "capacity", buttonText: "Plate Capacity" }, + SectionCapacityModal: { type: "capacity", buttonText: "Section Capacity" }, + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + }, + + details: { + title: "Capacity Details", + width: "35%", + layout: "single-column", + hasImage: false, + }, + + capacity: { + title: "Capacity Details", + width: "68%", + layout: "capacity-complex", + hasImage: true, + }, + }, + + modalData: { + spacing: { + PlateSpacingModal: { + fields: [ + { + key: "Bolt.Pitch", + label: "Pitch Distance (mm)", + }, + { + key: "Bolt.EndDist", + label: "End Distance (mm)", + }, + { + key: "Bolt.Gauge", + label: "Gauge Distance (mm)", + }, + { + key: "Bolt.EdgeDist", + label: "Edge Distance (mm)", + }, + { + key: "Bolt.Diameter", + label: "Hole Distance (mm)", + }, + ], + diagram: { + origin: "right", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.Rows", + cols: 2, + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + }, + }, + + details: { + BoltCapacityModal: [ + { + key: "Bolt.Shear", + label: "Shear Capacity (kN)", + }, + { + key: "Bolt.Bearing", + label: "Bearing Capacity (kN)", + }, + { + key: "Bolt.Betalj", + label: "Ī²lj", + }, + { + key: "Bolt.Betalg", + label: "Ī²lg", + }, + { + key: "Bolt.Betapk", + label: "Ī²pk", + }, + { + key: "Bolt.Capacity", + label: "Bolt Value (kN)", + }, + { + key: "Bolt.Tension", + label: "Bolt Tension Capacity (kN)", + }, + { + key: "Bolt.Force (kN)", + label: "Bolt Shear Force (kN)", + }, + { + key: "Bolt.TensionForce", + label: "Bolt Tension Force (kN)", + }, + { + key: "Bolt.PryingForce", + label: "Bolt Prying Force (kN)", + }, + { + key: "Bolt.TensionTotal", + label: "Total Bolt Tension (kN)", + }, + { + key: "Bolt.IR", + label: "Interaction Ratio", + }, + ], + }, + + capacity: { + PlateCapacityModal: { + fields: [ + { + key: "Plate.Shear", + label: "Shear Yielding Capacity (kN)", + section: "Failure Pattern due to Shear in Member", + }, + { + key: "Plate.BlockShear", + label: "Block Shear Capacity (kN)", + section: "Failure Pattern due to Shear in Member", + }, + { + key: "Plate.MomDemand", + label: "Moment Demand per Bolt (kNm)", + section: "Moment Analysis", + }, + { + key: "Plate.MomCapacity", + label: "Moment Capacity per Bolt (kNm)", + section: "Moment Analysis", + }, + ], + diagram: { + origin: "right", + diagramType: "plate", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.Rows", + cols: 2, + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + }, + SectionCapacityModal: { + fields: [ + { + key: "Plate.MomDemand", + label: "Moment Demand (kNm)", + section: "Moment Analysis", + }, + { + key: "Plate.MomCapacity", + label: "Moment Capacity (kNm)", + section: "Moment Analysis", + }, + ], + diagram: { + origin: "right", + diagramType: "section", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.Rows", + cols: 2, + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + }, + }, + }, +}; diff --git a/frontend/src/modules/shearConnection/finPlate/FinPlate.jsx b/frontend/src/modules/shearConnection/finPlate/FinPlate.jsx new file mode 100644 index 000000000..91f5938d8 --- /dev/null +++ b/frontend/src/modules/shearConnection/finPlate/FinPlate.jsx @@ -0,0 +1,18 @@ +import { EngineeringModule } from "../../shared/components/EngineeringModule"; +import { finPlateConfig } from "./configs/finPlateConfig"; +import { finPlateOutputConfig } from "./configs/finPlateOutputConfig"; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function FinPlate() { + return ( + + ); +} + + + +export default FinPlate; diff --git a/frontend/src/modules/shearConnection/finPlate/components/FinPlateOutputDock.jsx b/frontend/src/modules/shearConnection/finPlate/components/FinPlateOutputDock.jsx new file mode 100644 index 000000000..d68aea377 --- /dev/null +++ b/frontend/src/modules/shearConnection/finPlate/components/FinPlateOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { finPlateOutputConfig } from "../configs/finPlateOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +const FinPlateOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default FinPlateOutputDock; diff --git a/frontend/src/modules/shearConnection/finPlate/configs/finPlateConfig.js b/frontend/src/modules/shearConnection/finPlate/configs/finPlateConfig.js new file mode 100644 index 000000000..49816daa4 --- /dev/null +++ b/frontend/src/modules/shearConnection/finPlate/configs/finPlateConfig.js @@ -0,0 +1,234 @@ +import { UI_STRINGS } from '../../../../constants/UIStrings'; +import { MODULE_KEY_FIN_PLATE, MODULE_DISPLAY_FIN_PLATE } from '../../../../constants/DesignKeys'; + +export const finPlateConfig = { + sessionName: MODULE_DISPLAY_FIN_PLATE, + routePath: "/design/connections/shear/fin_plate", + designType: MODULE_KEY_FIN_PLATE, + cameraKey: MODULE_KEY_FIN_PLATE, + cadOptions: ["Model", "Beam", "Column", "Plate"], + + defaultInputs: { + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing_Bolt", + // connector_material: "E 250 (Fe 410 W)A", + connector_material: "E 165 (Fe 290)", + material: "E 165 (Fe 290)", + load_shear: "70", + load_axial: "30", + module: MODULE_KEY_FIN_PLATE, + plate_thickness: [], + beam_section: "MB 300", + column_section: "HB 150", + primary_beam: "JB 200", + secondary_beam: "JB 150", + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + // Hardcoded defaults for undefined fields: + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + weld_fab: "Shop Weld", + weld_material_grade: "410", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "plateThickness", inputKey: "plate_thickness", dataSource: "thicknessList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "thicknessSelect", inputKey: "plate_thickness", defaultValue: "All" }, + ], + + validateInputs: (inputs, extraState) => { + const connectivity = extraState?.selectedOption || inputs.connectivity; + + // Basic numeric loads must not be empty + if (inputs.load_shear === "") { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + if (!inputs.beam_section || !inputs.column_section || + inputs.beam_section === "Select Section" || + inputs.column_section === "Select Section") { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + } else if (connectivity === "Beam-Beam") { + if (!inputs.primary_beam || !inputs.secondary_beam) { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + } + + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraState) => { + const conn_map = { + "Column Flange-Beam-Web": "Column Flange-Beam Web", + "Column Web-Beam-Web": "Column Web-Beam Web", + "Beam-Beam": "Beam-Beam", + }; + + const connectivity = extraState?.selectedOption || inputs.connectivity; + + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Member.Supported_Section.Designation": inputs.beam_section, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": inputs.column_section, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Module": MODULE_KEY_FIN_PLATE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Plate.Thickness_List": allSelected.plate_thickness ? lists.thicknessList : inputs.plate_thickness, + }; + } else { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Member.Supported_Section.Designation": inputs.secondary_beam, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": inputs.primary_beam, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Module": MODULE_KEY_FIN_PLATE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Plate.Thickness_List": allSelected.plate_thickness ? lists.thicknessList : inputs.plate_thickness, + }; + } + }, + + inputSections: [ + { + title: UI_STRINGS.CONNECTING_MEMBERS, + fields: [ + { + key: "connectivity", + label: UI_STRINGS.CONNECTIVITY, + type: "connectivitySelect" + }, + { + key: "column_section", + label: UI_STRINGS.COLUMN_SECTION, + type: "select", + options: "columnList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + { + key: "beam_section", + label: UI_STRINGS.BEAM_SECTION, + type: "select", + options: "beamList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + { + key: "connector_material", + label: UI_STRINGS.MATERIAL, + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + connector_material: material.Grade, + }); + } + } + ] + }, + { + title: UI_STRINGS.FACTORED_LOADS, + fields: [ + { key: "load_shear", label: UI_STRINGS.SHEAR_FORCE + "*", type: "number", required: true }, + { key: "load_axial", label: UI_STRINGS.AXIAL_FORCE, type: "number" } + ] + }, + { + title: UI_STRINGS.BOLT, + fields: [ + { + key: "bolt_diameter", + label: UI_STRINGS.DIAMETER, + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: UI_STRINGS.TYPE, + type: "select", + options: [ + { value: "Bearing_Bolt", label: "Bearing Bolt" }, + { value: "Friction_Grip_Bolt", label: "Friction Grip Bolt" } + ] + }, + { + key: "bolt_grade", + label: UI_STRINGS.PROPERTY_CLASS, + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: UI_STRINGS.PLATE, + fields: [ + { + key: "plate_thickness", + label: UI_STRINGS.THICKNESS, + type: "customizable", + selectionKey: "thicknessSelect", + modalKey: "plateThickness", + dataSource: "thicknessList" + } + ] + } + ] +}; \ No newline at end of file diff --git a/frontend/src/modules/shearConnection/finPlate/configs/finPlateOutputConfig.js b/frontend/src/modules/shearConnection/finPlate/configs/finPlateOutputConfig.js new file mode 100644 index 000000000..7cfb2b743 --- /dev/null +++ b/frontend/src/modules/shearConnection/finPlate/configs/finPlateOutputConfig.js @@ -0,0 +1,142 @@ +export const finPlateOutputConfig = { + sections: { + "Bolt": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Capacity", label: "Capacity (kN)" }, + { key: "Bolt.Force (kN)", label: "Bolt Force (kN)" }, + { key: "Bolt.Line", label: "Bolt Columns (nos)" }, + { key: "Bolt.OneLine", label: "Bolt Rows (nos)" }, + { key: "SpacingModal", label: "Spacing" }, + ], + "Plate": [ + { key: "Plate.Thickness", label: "Thickness (mm)" }, + { key: "Plate.Height", label: "Height (mm)" }, + { key: "Plate.Length", label: "Length (mm)" }, + { key: "PlateCapacityModal", label: "Capacity" }, + ], + "Section Details": [ + { key: "SectionCapacityModal", label: "Capacity" }, + ], + "Weld": [ + { key: "Weld.Size", label: "Size (mm)" }, + { key: "Weld.Strength", label: "Strength (N/mm2)" }, + { key: "Weld.Stress", label: "Stress (N/mm)" }, + ], + }, + + modals: { + SpacingModal: { type: "spacing", buttonText: "Spacing" }, + PlateCapacityModal: { type: "capacity", buttonText: "Capacity" }, + SectionCapacityModal: { type: "capacity", buttonText: "Capacity" } + }, + + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + note: "Representative image for Spacing Details - 3 x 3 pattern considered" + }, + capacity: { + title: "Capacity Details", + width: "68%", + layout: "capacity-complex", + hasImage: true, + note: "Representative image for Failure Pattern (Half Plate) - 2 x 3 Bolt pattern considered" + } + }, + + modalData: { + spacing: { + SpacingModal: { + fields: [ + { key: "Bolt.Pitch", label: "Pitch Distance (mm)" }, + { key: "Bolt.EndDist", label: "End Distance (mm)" }, + { key: "Bolt.Gauge", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist", label: "Edge Distance (mm)" }, + { key: "Bolt.Diameter", label: "Hole Distance (mm)" }, + ], + diagram: { + origin: "right", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + }, + }, + capacity: { + PlateCapacityModal: { + fields: [ + { key: "Plate.Shear", label: "Shear Yielding Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + { key: "Plate.Rupture", label: "Rupture Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + { key: "Plate.BlockShear", label: "Block Shear Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + + { key: "Plate.TensionYield", label: "Tension Yielding Capacity (kN)", section: "Failure due Tension in Plate" }, + { key: "Plate.TensionRupture", label: "Tension Rupture Capacity (kN)", section: "Failure due Tension in Plate" }, + { key: "Plate.BlockShearAxial", label: "Axial Block Shear Capacity (kN)", section: "Failure due Tension in Plate" }, + + { key: "Plate.MomDemand", label: "Moment Demand (kNm)", section: "Moment Analysis" }, + { key: "Plate.MomCapacity", label: "Moment Capacity (kNm)", section: "Moment Analysis" }, + ], + diagram: { + origin: "right", + diagramType: "plate", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + }, + SectionCapacityModal: { + fields: [ + { key: "Member.shear_yielding", label: "Shear Yielding Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + { key: "Member.shear_rupture", label: "Rupture Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + { key: "Member.shear_blockshear", label: "Block Shear Capacity (kN)", section: "Failure Pattern due Shear in Plate" }, + + { key: "Member.tension_yielding", label: "Tension Yielding Capacity (kN)", section: "Failure due Tension in Plate" }, + { key: "Member.tension_rupture", label: "Tension Rupture Capacity (kN)", section: "Failure due Tension in Plate" }, + { key: "Member.tension_blockshear", label: "Axial Block Shear Capacity (kN)", section: "Failure due Tension in Plate" }, + + { key: "Plate.MomDemand", label: "Moment Demand (kNm)", section: "Moment Analysis" }, + { key: "Section.MomCapacity", label: "Moment Capacity (kNm)", section: "Moment Analysis" }, + ], + diagram: { + origin: "left", + diagramType: "section", + props: { + plateWidth: "Plate.Length", + plateHeight: "Plate.Height", + rows: "Bolt.OneLine", + cols: "Bolt.Line", + end: "Bolt.EndDist", + pitch: "Bolt.Pitch", + gauge: "Bolt.Gauge", + edge: "Bolt.EdgeDist", + holeDiameter: "Bolt.Diameter", + weldSize: "Weld.Size", + }, + }, + } + } + } +}; \ No newline at end of file diff --git a/frontend/src/modules/shearConnection/index.js b/frontend/src/modules/shearConnection/index.js new file mode 100644 index 000000000..bbb7a7857 --- /dev/null +++ b/frontend/src/modules/shearConnection/index.js @@ -0,0 +1,3 @@ +export { default as EndPlate } from './endPlate'; +export { default as FinPlate } from './finPlate'; +export { default as CleatAngle } from './cleatAngle'; \ No newline at end of file diff --git a/frontend/src/modules/shearConnection/seatAngle/SeatedAngle.jsx b/frontend/src/modules/shearConnection/seatAngle/SeatedAngle.jsx new file mode 100644 index 000000000..a1d394174 --- /dev/null +++ b/frontend/src/modules/shearConnection/seatAngle/SeatedAngle.jsx @@ -0,0 +1,19 @@ +/* eslint-disable no-unused-vars */ +import React from "react"; +import { EngineeringModule } from "../../shared/components/EngineeringModule"; +import { seatedAngleConfig } from "./configs/seatedAngleConfig"; +import { seatedAngleOutputConfig } from "./configs/seatedAngleOutputConfig"; +import { UI_STRINGS } from '../../../constants/UIStrings'; + +function SeatedAngle() { + return ( + + ); +} + + +export default SeatedAngle; diff --git a/frontend/src/modules/shearConnection/seatAngle/components/SeatedAngleOutputDock.jsx b/frontend/src/modules/shearConnection/seatAngle/components/SeatedAngleOutputDock.jsx new file mode 100644 index 000000000..def105b68 --- /dev/null +++ b/frontend/src/modules/shearConnection/seatAngle/components/SeatedAngleOutputDock.jsx @@ -0,0 +1,17 @@ +/* eslint-disable react/prop-types */ +import { BaseOutputDock } from "../../../shared/components/BaseOutputDock"; +import { seatedAngleOutputConfig } from "../configs/seatedAngleOutputConfig"; +import { UI_STRINGS } from '../../../../constants/UIStrings'; + +const SeatedAngleOutputDock = ({ output, extraState }) => { + return ( + + ); +}; + +export default SeatedAngleOutputDock; diff --git a/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleConfig.js b/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleConfig.js new file mode 100644 index 000000000..07bdcc80a --- /dev/null +++ b/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleConfig.js @@ -0,0 +1,261 @@ +import { UI_STRINGS } from '../../../../constants/UIStrings'; +import { MODULE_KEY_SEAT_ANGLE, MODULE_DISPLAY_SEAT_ANGLE } from '../../../../constants/DesignKeys'; + +export const seatedAngleConfig = { + sessionName: MODULE_DISPLAY_SEAT_ANGLE, + routePath: "/design/connections/shear/seatAngle", + designType: MODULE_KEY_SEAT_ANGLE, + cameraKey: "SeatedAngle", + cadOptions: ["Model", "Beam", "Column", "SeatedAngle"], + + defaultInputs: { + bolt_diameter: [], + bolt_grade: [], + bolt_type: "Bearing_Bolt", + connector_material: "E 250 (Fe 410 W)A", + load_shear: "70", + load_axial: "30", + module: MODULE_KEY_SEAT_ANGLE, + beam_section: "MB 300", + column_section: "HB 150", + primary_beam: "JB 200", + secondary_beam: "JB 150", + supported_material: "E 165 (Fe 290)", + supporting_material: "E 165 (Fe 290)", + // Hardcoded defaults for undefined fields: + bolt_hole_type: "Standard", + bolt_slip_factor: "0.3", + bolt_tension_type: "Pre-tensioned", + weld_fab: "Shop Weld", + weld_material_grade: "410", + detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", + detailing_gap: "10", + detailing_corr_status: "No", + design_method: "Limit State Design", + angle_list: [], + topangle_list: [], + }, + + modalConfig: [ + { key: "boltDiameter", inputKey: "bolt_diameter", dataSource: "boltDiameterList" }, + { key: "propertyClass", inputKey: "bolt_grade", dataSource: "propertyClassList" }, + { key: "angleList", inputKey: "angle_list", dataSource: "angleList" }, + { key: "topAngle", inputKey: "topangle_list", dataSource: "angleList" }, + ], + + selectionConfig: [ + { key: "boltDiameterSelect", inputKey: "bolt_diameter", defaultValue: "All" }, + { key: "propertyClassSelect", inputKey: "bolt_grade", defaultValue: "All" }, + { key: "angleListSelect", inputKey: "angle_list", defaultValue: "All" }, + { key: "topAngleSelect", inputKey: "topangle_list", defaultValue: "All" }, + { key: "secondaryBeamSelect", inputKey: "secondary_beam", defaultValue: "All" }, + ], + + validateInputs: (inputs) => { + const connectivity = inputs.connectivity; + + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + if (!inputs.beam_section || !inputs.column_section || + inputs.beam_section === "Select Section" || + inputs.column_section === "Select Section") { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + } else if (connectivity === "Beam-Beam") { + if (!inputs.primary_beam || !inputs.secondary_beam) { + return { isValid: false, message: UI_STRINGS.PLEASE_INPUT_ALL_FIELDS }; + } + } + + return { isValid: true }; + }, + + buildSubmissionParams: (inputs, allSelected, lists, extraState) => { + const conn_map = { + "Column Flange-Beam-Web": "Column Flange-Beam Web", + "Column Web-Beam-Web": "Column Web-Beam Web", + // "Beam-Beam": "Beam-Beam", + }; + + const connectivity = extraState?.selectedOption || inputs.connectivity; + + if (connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web") { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Member.Supported_Section.Designation": inputs.beam_section, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": inputs.column_section, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Module": MODULE_KEY_SEAT_ANGLE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Angle_List": allSelected.angle_list ? lists.angleList : inputs.angle_list, + "Connector.Top_Angle": allSelected.topangle_list ? lists.angleList : inputs.topangle_list, + }; + } else { + return { + "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, + "Bolt.Diameter": allSelected.bolt_diameter ? lists.boltDiameterList : inputs.bolt_diameter, + "Bolt.Grade": allSelected.bolt_grade ? lists.propertyClassList : inputs.bolt_grade, + "Bolt.Slip_Factor": inputs.bolt_slip_factor, + "Bolt.TensionType": inputs.bolt_tension_type, + "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), + "Connectivity": conn_map[connectivity], + "Connector.Material": inputs.connector_material, + "Design.Design_Method": inputs.design_method, + "Detailing.Corrosive_Influences": inputs.detailing_corr_status, + "Detailing.Edge_type": inputs.detailing_edge_type, + "Detailing.Gap": inputs.detailing_gap, + "Load.Axial": inputs.load_axial || "", + "Load.Shear": inputs.load_shear || "", + "Material": inputs.connector_material, + "Member.Supported_Section.Designation": inputs.secondary_beam, + "Member.Supported_Section.Material": inputs.supported_material, + "Member.Supporting_Section.Designation": inputs.primary_beam, + "Member.Supporting_Section.Material": inputs.supporting_material, + "Module": MODULE_KEY_SEAT_ANGLE, + "Weld.Fab": inputs.weld_fab, + "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, + "Connector.Angle_List": allSelected.angle_list ? lists.angleList : inputs.angle_list, + "Connector.Top_Angle": allSelected.topangle_list ? lists.angleList : inputs.topangle_list, + }; + } + }, + + inputSections: [ + { + title: UI_STRINGS.CONNECTING_MEMBERS, + fields: [ + { + key: "connectivity", + label: UI_STRINGS.CONNECTIVITY, + type: "connectivitySelect" + }, + { + key: "column_section", + label: UI_STRINGS.COLUMN_SECTION, + type: "select", + options: "columnList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + { + key: "beam_section", + label: UI_STRINGS.BEAM_SECTION, + type: "select", + options: "beamList", + conditionalDisplay: (extraState) => { + const connectivity = extraState?.selectedOption; + return connectivity === "Column Flange-Beam-Web" || connectivity === "Column Web-Beam-Web"; + } + }, + // { + // key: "primary_beam", + // label: UI_STRINGS.PRIMARY_BEAM, + // type: "select", + // options: "beamList", + // conditionalDisplay: (extraState) => { + // const connectivity = extraState?.selectedOption; + // return connectivity === "Beam-Beam"; + // } + // }, + // { + // key: "secondary_beam", + // label: UI_STRINGS.SECONDARY_BEAM, + // type: "select", + // options: "beamList", + // conditionalDisplay: (extraState) => { + // const connectivity = extraState?.selectedOption; + // return connectivity === "Beam-Beam"; + // } + // }, + { + key: "connector_material", + label: UI_STRINGS.MATERIAL, + type: "select", + options: "materialList", + onChange: (value, inputs, setInputs, materialList) => { + const material = materialList.find(item => item.id === value); + setInputs({ + ...inputs, + connector_material: material.Grade, + }); + } + } + ] + }, + { + title: UI_STRINGS.FACTORED_LOADS, + fields: [ + { key: "load_shear", label: UI_STRINGS.SHEAR_FORCE + "*", type: "number", required: true }, + // { key: "load_axial", label: UI_STRINGS.AXIAL_FORCE, type: "number" } + ] + }, + { + title: UI_STRINGS.BOLT, + fields: [ + { + key: "bolt_diameter", + label: UI_STRINGS.DIAMETER, + type: "customizable", + selectionKey: "boltDiameterSelect", + modalKey: "boltDiameter", + dataSource: "boltDiameterList" + }, + { + key: "bolt_type", + label: UI_STRINGS.TYPE, + type: "select", + options: [ + { value: "Bearing_Bolt", label: UI_STRINGS.TYPE + " (Bearing Bolt)" }, + { value: "Friction_Grip_Bolt", label: UI_STRINGS.TYPE + " (Friction Grip Bolt)" } + ] + }, + { + key: "bolt_grade", + label: UI_STRINGS.PROPERTY_CLASS, + type: "customizable", + selectionKey: "propertyClassSelect", + modalKey: "propertyClass", + dataSource: "propertyClassList" + } + ] + }, + { + title: UI_STRINGS.ANGLE_SECTION, + fields: [ + { + key: "angle_list", + label: UI_STRINGS.SEATEDANGLE, + type: "customizable", + selectionKey: "angleListSelect", + modalKey: "angleList", + dataSource: "angleList" + }, + { + key: "topangle_list", + label: UI_STRINGS.TOPANGLE, + type: "customizable", + selectionKey: "angleListSelect", + modalKey: "angleList", + dataSource: "angleList" + } + ] + } + ] +}; diff --git a/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleOutputConfig.js b/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleOutputConfig.js new file mode 100644 index 000000000..101ca64a6 --- /dev/null +++ b/frontend/src/modules/shearConnection/seatAngle/configs/seatedAngleOutputConfig.js @@ -0,0 +1,222 @@ +export const seatedAngleOutputConfig = { + // --- Defines the sections and fields on the main output panel --- + sections: { + "Bolt": [ + { key: "Bolt.Diameter", label: "Diameter (mm)" }, + { key: "Bolt.Grade_Provided", label: "Property Class" }, + { key: "Bolt.number", label: "Number of Bolts" }, + { key: "Bolt.Shear", label: "Shear Capacity (kN)" }, + { key: "Bolt.Bearing", label: "Bearing Capacity (kN)" }, + { key: "Bolt.Betalg", label: "Ī²lg" }, + { key: "Bolt.Capacity", label: "Bolt Value (kN)" }, + { key: "Bolt.Force (kN)", label: "Bolt Shear Force (kN)" }, + ], + "Seated Angle": [ + { key: "SeatedAngle.Designation", label: "Designation" }, + { key: "SeatedAngle.Thickness", label: "Leg Thickness (mm)" }, + { key: "SeatedAngle.LegLength", label: "Leg Length (mm)" }, + { key: "SeatedAngle.Width", label: "Width (mm)" }, + { key: "CapacityModal", label: "Capacity" }, + { key: "SpacingModal_Seated_col", label: "Bolt Spacing Details" }, + { key: "SpacingModal_Seated_beam", label: "Bolt Spacing Details" }, + ], + "Section Details": [ + // { key: "SectionCapacityModal", label: "Section Capacity" }, + ], + "Top Angle": [ + { key: "TopAngle.Designation", label: "Designation" }, + { key: "TopAngle.Width", label: "Width (mm)" }, + { key: "SpacingModal_Top_col", label: "Bolt Spacing Details" }, + { key: "SpacingModal_Top_beam", label: "Bolt Spacing Details" }, + ], + }, + + // --- Maps the modal trigger keys from 'sections' to a modal type and button text --- + modals: { + SpacingModal_Seated_col: { type: "spacing", buttonText: "On Column" }, + SpacingModal_Seated_beam: { type: "spacing", buttonText: "On Beam" }, + SpacingModal_Top_col: { type: "spacing", buttonText: "On Column" }, + SpacingModal_Top_beam: { type: "spacing", buttonText: "On Beam" }, + CapacityModal: { type: "capacity", buttonText: "Capacity Details" }, + SectionCapacityModal: { type: "sectionCapacity", buttonText: "Capacity Details" }, + }, + + // --- Defines the properties of each type of modal --- + modalTypes: { + spacing: { + title: "Spacing Details", + width: "68%", + layout: "spacing-diagram", + note: "Note: Representative image for Spacing Details - 3 x 3 pattern considered", + }, + capacity: { + title: "Capacity Details", + width: "68%", + layout: "capacity-complex", + hasImage: false, + note: "Note: Representative image for Failure Pattern", + }, + sectionCapacity: { + title: "Section Capacity Details", + width: "68%", + layout: "seated-section-capacity", + hasImage: false, + note: "Note: Capacity details of the supported / supporting section used in seated angle design", + }, + }, + + // --- Contains the data to be displayed inside each specific modal --- + modalData: { + spacing: { + SpacingModal_Seated_col: { + fields: [ + // { key: "Bolt.Rows_seated_col", label: "Rows of Bolts" }, + // { key: "Bolt.Cols_seated_col", label: "Columns of Bolts" }, + { key: "Bolt.EndDist_seated_col", label: "End Distance (mm)" }, + // { key: "Bolt.GaugeCentral_seated_col", label: "Central Gauge (mm)" }, + { key: "Bolt.GaugeCentral_seated_col", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist_seated_col", label: "Edge Distance (mm)" }, + { key: "Bolt.Diameter", label: "Hole Distance (mm)" }, + ], + diagram: { + origin: "left", + props: { + plateWidth: "SeatedAngle.Width", + plateHeight: "SeatedAngle.LegLength", + rows: "Bolt.Rows_seated_col", + cols: "Bolt.Cols_seated_col", + end: "Bolt.EndDist_seated_col", + pitch: "Bolt.Pitch_seated_col", + gauge: ["Bolt.GaugeCentral_seated_col", "Bolt.Gauge_seated_col"], + edge: "Bolt.EdgeDist_seated_col", + holeDiameter: "Bolt.Diameter", + angleDesignation: "SeatedAngle.Designation", + drawAngleThickness: "left", + }, + }, + }, + SpacingModal_Seated_beam: { + fields: [ + // { key: "Bolt.Rows_seated_beam", label: "Rows of Bolts" }, + // { key: "Bolt.Cols_seated_beam", label: "Columns of Bolts" }, + { key: "Bolt.EndDist_seated_beam", label: "End Distance (mm)" }, + { key: "Bolt.Gauge_seated_beam", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist_seated_beam", label: "Edge Distance (mm)" }, + { key: "Bolt.Diameter", label: "Hole Distance (mm)" }, + ], + diagram: { + origin: "left", + props: { + plateWidth: "SeatedAngle.Width", + plateHeight: "SeatedAngle.LegLength", + rows: "Bolt.Rows_seated_beam", + cols: "Bolt.Cols_seated_beam", + end: "Bolt.EndDist_seated_beam", + pitch: "Bolt.Pitch_seated_beam", + gauge: "Bolt.Gauge_seated_beam", + edge: "Bolt.EdgeDist_seated_beam", + holeDiameter: "Bolt.Diameter", + angleDesignation: "SeatedAngle.Designation", + drawAngleThickness: "right", + }, + }, + }, + SpacingModal_Top_col: { + fields: [ + // { key: "Bolt.Rows_top_col", label: "Rows of Bolts" }, + // { key: "Bolt.Cols_top_col", label: "Columns of Bolts" }, + { key: "Bolt.EndDist_top_col", label: "End Distance (mm)" }, + { key: "Bolt.Gauge_top_col", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist_top_col", label: "Edge Distance (mm)" }, + { key: "Bolt.Diameter", label: "Hole Distance (mm)" }, + ], + diagram: { + origin: "left", + props: { + plateWidth: "TopAngle.Width", + plateHeight: "TopAngle.LegALength", + rows: "Bolt.Rows_top_col", + cols: "Bolt.Cols_top_col", + end: "Bolt.EndDist_top_col", + pitch: "Bolt.Pitch_top_col", + gauge: "Bolt.Gauge_top_col", + edge: "Bolt.EdgeDist_top_col", + holeDiameter: "Bolt.Diameter", + angleDesignation: "TopAngle.Designation", + drawAngleThickness: "left", + }, + }, + }, + SpacingModal_Top_beam: { + fields: [ + // { key: "Bolt.Rows_top_beam", label: "Rows of Bolts" }, + // { key: "Bolt.Cols_top_beam", label: "Columns of Bolts" }, + { key: "Bolt.EndDist_top_beam", label: "End Distance (mm)" }, + { key: "Bolt.Gauge_top_beam", label: "Gauge Distance (mm)" }, + { key: "Bolt.EdgeDist_top_beam", label: "Edge Distance (mm)" }, + { key: "Bolt.Diameter", label: "Hole Distance (mm)" }, + ], + diagram: { + origin: "left", + props: { + plateWidth: "TopAngle.Width", + plateHeight: "TopAngle.LegALength", + rows: "Bolt.Rows_top_beam", + cols: "Bolt.Cols_top_beam", + end: "Bolt.EndDist_top_beam", + pitch: "Bolt.Pitch_top_beam", + gauge: "Bolt.Gauge_top_beam", + edge: "Bolt.EdgeDist_top_beam", + holeDiameter: "Bolt.Diameter", + angleDesignation: "TopAngle.Designation", + drawAngleThickness: "right", + }, + }, + }, + }, + capacity: { + CapacityModal: { + fields: [ + { key: "Plate.ShearDemand", label: "Shear Demand (kN)", section: "Failure Pattern due to Shear in Plate" }, + { key: "Plate.Shear", label: "Shear Yielding Capacity (kN)", section: "Failure Pattern due to Shear in Plate" }, + { key: "Plate.MomDemand", label: "Moment Demand (kNm)", section: "Failure Pattern due to Moment in Plate" }, + { key: "Plate.MomCapacity", label: "Moment Capacity (kNm)", section: "Failure Pattern due to Moment in Plate" }, + ], + diagram: { + props: { + plateWidth: "SeatedAngle.Width", + plateHeight: "SeatedAngle.LegLength", + rows: "Bolt.Rows_seated_col", + cols: "Bolt.Cols_seated_col", + end: "Bolt.EndDist_seated_col", + pitch: "Bolt.Pitch_seated_col", + gauge: ["Bolt.GaugeCentral_seated_col", "Bolt.Gauge_seated_col"], + edge: "Bolt.EdgeDist_seated_col", + holeDiameter: "Bolt.Diameter", + angleDesignation: "SeatedAngle.Designation", + drawAngleThickness: "left", + }, + }, + }, + }, + sectionCapacity: { + SectionCapacityModal: { + fields: [ + { key: "Plate.ShearDemand", label: "Factored Shear Force (kN)", section: "Failure Pattern due to Shear in Supported Section" }, + { key: "Member.shear_yielding", label: "Supported Section Shear Yielding Capacity (kN)", section: "Failure Pattern due to Shear in Supported Section" }, + { key: "Allowable Shear Capacity (kN)", label: "Supported Section Allowable Shear Capacity (kN)", section: "Failure Pattern due to Shear in Supported Section" }, + { key: "Member.tension_yielding", label: "Supporting Section Tension Yielding Capacity (kN)", section: "Failure Pattern due to Tension in Supporting Section" }, + ], + diagram: { + props: { + gauge: "Bolt.GaugeCentral_seated_col", + end: "Bolt.EndDist_seated_col", + pitch: "Bolt.Pitch_seated_col", + rows: "Bolt.Rows_seated_col", + cols: "Bolt.Cols_seated_col", + }, + }, + }, + }, + }, +}; \ No newline at end of file diff --git a/frontend/src/utils/apiClient.js b/frontend/src/utils/apiClient.js new file mode 100644 index 000000000..c0c69184a --- /dev/null +++ b/frontend/src/utils/apiClient.js @@ -0,0 +1,219 @@ +import { apiBase } from "../api"; +import { auth } from "../Auth/firebase"; +import { signOut } from "firebase/auth"; + +const getAccessToken = async (forceRefresh = false) => { + const user = auth.currentUser; + if (!user) return null; + try { + return await user.getIdToken(forceRefresh); + } catch (error) { + console.error('Error getting Firebase token:', error); + return null; + } +}; + +const createApiClient = (baseUrl) => { + const client = async (url, options = {}, isRetry = false) => { + const token = await getAccessToken(); + const headers = { + "Content-Type": "application/json", + ...(token && { Authorization: `Bearer ${token}` }), + ...options.headers, + }; + + // Let the browser set Content-Type when sending FormData + if (options.body instanceof FormData) { + delete headers["Content-Type"]; + } + + const response = await fetch(`${baseUrl}${url}`, { + ...options, + headers, + credentials: "include", + mode: "cors", + }); + + if (response.status === 401 && !isRetry) { + const user = auth.currentUser; + if (user) { + try { + console.warn("401 hit. Force-refreshing token and retrying..."); + const freshToken = await getAccessToken(true); + + if (!freshToken) { + throw new Error("Unable to obtain a fresh session token."); + } + + const retryHeaders = { + ...headers, + Authorization: `Bearer ${freshToken}`, + }; + // Recursive call with isRetry=true to preserve error checking and exceptions + return await client(url, { + ...options, + headers: retryHeaders, + }, true); + } catch (refreshError) { + await signOut(auth); + window.location.href = '/'; + throw refreshError; + } + } else { + window.location.href = '/'; + } + } + + if (!response.ok) { + let errorMessage = `HTTP ${response.status}`; + let errorData = {}; + try { + const text = await response.text().catch(() => ""); + if (text) { + try { + errorData = JSON.parse(text); + if (errorData.error) { + errorMessage = errorData.error; + } else if (errorData.message) { + errorMessage = errorData.message; + } else if (errorData.detail) { + errorMessage = errorData.detail; + } else if (typeof errorData === "object" && errorData !== null) { + const fieldErrors = []; + for (const [key, value] of Object.entries(errorData)) { + if (Array.isArray(value)) { + fieldErrors.push(`${key}: ${value.join(", ")}`); + } else if (typeof value === "string") { + fieldErrors.push(`${key}: ${value}`); + } + } + if (fieldErrors.length > 0) { + errorMessage = fieldErrors.join(" | "); + } + } + } catch { + errorMessage = text; + } + } + } catch { + // ignore + } + + const errorObj = new Error(errorMessage); + if (errorData.pending_deletion) { + errorObj.pending_deletion = true; + errorObj.uid = errorData.uid; + } + throw errorObj; + } + + return response; + }; + + return client; +}; + +export const apiClient = createApiClient(apiBase); + +export async function pollTask(taskId, delayMs = 1000, maxRetries = 300) { + for (let i = 0; i < maxRetries; i++) { + const res = await apiClient(`api/tasks/${taskId}/`, { method: "GET" }); + const data = await res.json(); + if (data.status === "SUCCESS") { + return data.result; + } + if (data.status === "FAILURE") { + throw new Error(data.error || "Async task execution failed"); + } + // Wait before polling again + await new Promise((resolve) => setTimeout(resolve, delayMs)); + } + throw new Error("Task polling timed out"); +} + +export function subscribeToTask(taskId) { + return new Promise((resolve, reject) => { + let retries = 0; + const maxRetries = 3; + let socket = null; + let completed = false; + + function connect() { + const wsProtocol = window.location.protocol === "https:" ? "wss:" : "ws:"; + let host = window.location.host; + if (apiBase && (apiBase.startsWith("http://") || apiBase.startsWith("https://"))) { + try { + const urlObj = new URL(apiBase); + host = urlObj.host; + } catch (e) { + // ignore parsing error + } + } + + const wsUrl = `${wsProtocol}//${host}/ws/tasks/${taskId}/`; + console.log(`Connecting to task WebSocket: ${wsUrl}`); + socket = new WebSocket(wsUrl); + + socket.onmessage = (event) => { + try { + const data = JSON.parse(event.data); + if (data.status === "SUCCESS") { + completed = true; + if (data.result !== undefined && data.result !== null) { + resolve(data.result); + } else { + console.log(`Task ${taskId} succeeded. Fetching result via HTTP...`); + apiClient(`api/tasks/${taskId}/`, { method: "GET" }) + .then((res) => res.json()) + .then((taskData) => { + if (taskData.status === "SUCCESS") { + resolve(taskData.result); + } else { + reject(new Error(taskData.error || "Async task execution failed")); + } + }) + .catch((err) => { + reject(new Error(`Failed to retrieve task result: ${err.message}`)); + }); + } + socket.close(); + } else if (data.status === "FAILURE" || data.status === "REVOKED") { + completed = true; + reject(new Error(data.error || "Async task execution failed")); + socket.close(); + } + } catch (err) { + console.error("Error parsing WebSocket message:", err); + } + }; + + socket.onerror = (error) => { + console.error(`WebSocket error on task ${taskId}:`, error); + }; + + socket.onclose = (event) => { + if (completed) return; + + if (event.wasClean) { + console.log(`WebSocket closed cleanly for task ${taskId} before completion. Falling back to HTTP polling...`); + completed = true; + pollTask(taskId).then(resolve).catch(reject); + } else { + console.warn(`WebSocket closed unexpectedly for task ${taskId}. Code: ${event.code}`); + if (retries < maxRetries) { + retries++; + const delay = 1000 * retries; + console.log(`Retrying WebSocket connection in ${delay}ms (Attempt ${retries}/${maxRetries})`); + setTimeout(connect, delay); + } else { + console.warn(`WebSocket connection failed after multiple retries for task ${taskId}. Falling back to HTTP polling...`); + completed = true; + pollTask(taskId).then(resolve).catch(reject); + } + } + }; + } + + connect(); + }); +} diff --git a/frontend/src/utils/auth.js b/frontend/src/utils/auth.js new file mode 100644 index 000000000..7f7f1f099 --- /dev/null +++ b/frontend/src/utils/auth.js @@ -0,0 +1,78 @@ +import { onAuthStateChanged } from 'firebase/auth'; +import { auth } from '../Auth/firebase'; +import { syncUserToBackend } from './firebaseAuth'; + +/** + * Get current Firebase user + */ +export const getCurrentUser = () => { + return auth.currentUser; +}; + +/** + * Check if current user's email is verified + */ +export const isEmailVerified = () => { + return auth.currentUser?.emailVerified || false; +}; + +/** + * Get current user email from Firebase + * Returns empty string if no user or no email + */ +export const getCurrentUserEmail = () => { + return auth.currentUser?.email || ''; +}; + +/** + * Get Firebase ID token for API calls. + */ +export const getAccessToken = async () => { + const user = auth.currentUser; + if (!user) { + return null; + } + try { + const token = await user.getIdToken(); + return token; + } catch (error) { + console.error('Error getting Firebase token:', error); + return null; + } +}; + +/** + * Check if user is a guest (no Firebase user) + */ +export const isGuestUser = () => { + return !auth.currentUser; +}; + +/** + * Check if user can create/save projects + * Both guests and unverified users cannot create projects + */ +export const canCreateProjects = () => { + if (isGuestUser()) return false; + if (!isEmailVerified()) return false; + return true; +}; + +/** + * Check if user can save projects + */ +export const canSaveProjects = () => { + return canCreateProjects(); // Same restrictions +}; + +/** + * Subscribe to Firebase auth state changes + */ +export const onAuthStateChange = (callback) => { + return onAuthStateChanged(auth, async (firebaseUser) => { + if (firebaseUser) { + await syncUserToBackend(firebaseUser); + } + callback(firebaseUser); + }); +}; diff --git a/frontend/src/utils/csvUtils.js b/frontend/src/utils/csvUtils.js new file mode 100644 index 000000000..f2b0b38e2 --- /dev/null +++ b/frontend/src/utils/csvUtils.js @@ -0,0 +1,91 @@ +/** + * Convert design output data to CSV format. + * @param {Object} data - Design output data. + * @returns {string} CSV formatted string. + */ +export const convertToCSV = (data) => { + if (!data || typeof data !== 'object' || Object.keys(data).length === 0) { + return ''; + } + + // Flatten nested objects + const flattenObject = (obj, prefix = '') => { + const flattened = {}; + for (const key in obj) { + if (Object.prototype.hasOwnProperty.call(obj, key)) { + const newKey = prefix ? `${prefix}.${key}` : key; + const value = obj[key]; + + if (value === null || value === undefined) { + flattened[newKey] = ''; + } else if (typeof value === 'object' && !Array.isArray(value)) { + Object.assign(flattened, flattenObject(value, newKey)); + } else if (Array.isArray(value)) { + flattened[newKey] = value + .map((v) => (typeof v === 'object' ? JSON.stringify(v) : String(v))) + .join('; '); + } else { + flattened[newKey] = value; + } + } + } + return flattened; + }; + + const flatData = flattenObject(data); + const keys = Object.keys(flatData); + const values = Object.values(flatData); + + if (keys.length === 0) { + return ''; + } + + // Escape CSV values + const escapeCSV = (value) => { + const str = String(value); + if (str.includes(',') || str.includes('"') || str.includes('\n')) { + return `"${str.replace(/"/g, '""')}"`; + } + return str; + }; + + const header = keys.map(escapeCSV).join(','); + const row = values.map(escapeCSV).join(','); + + return [header, row].join('\n'); +}; + +/** + * Export data to CSV (frontend-only, no API call). + * @param {Object} data - Data to export. + * @returns {{success: boolean, csvContent?: string, error?: string}} + */ +export const exportToCSV = async (data) => { + try { + if (!data || typeof data !== 'object' || Object.keys(data).length === 0) { + return { success: false, error: 'No data available to export' }; + } + + const csvContent = convertToCSV(data); + if (!csvContent) { + return { success: false, error: 'Failed to generate CSV. Data is empty.' }; + } + + // Trigger download + const blob = new Blob([csvContent], { type: 'text/csv;charset=utf-8;' }); + const url = URL.createObjectURL(blob); + const link = document.createElement('a'); + link.href = url; + const timestamp = new Date().toISOString().replace(/[:.]/g, '-').slice(0, -5); + link.download = `design_output_${timestamp}.csv`; + document.body.appendChild(link); + link.click(); + document.body.removeChild(link); + URL.revokeObjectURL(url); + + return { success: true, csvContent }; + } catch (error) { + return { success: false, error: error.message }; + } +}; + diff --git a/frontend/src/utils/firebaseAuth.js b/frontend/src/utils/firebaseAuth.js new file mode 100644 index 000000000..b74d83a85 --- /dev/null +++ b/frontend/src/utils/firebaseAuth.js @@ -0,0 +1,156 @@ +/** + * Firebase Authentication Utilities + * Handles all Firebase auth operations: signup, login, password reset, etc. + */ + +import { + createUserWithEmailAndPassword, + signInWithEmailAndPassword, + signInWithPopup, + GoogleAuthProvider, + sendEmailVerification, + sendPasswordResetEmail, +} from "firebase/auth"; +import { auth } from "../Auth/firebase"; +import { firebaseLoginWithToken } from '../datasources/authDataSource'; + +/** + * Get user-friendly error messages for Firebase auth errors + */ +export const getFirebaseErrorMessage = (errorCode) => { + const errorMessages = { + 'auth/email-already-in-use': 'This email is already registered. Please log in or use "Login with Google".', + 'auth/invalid-email': 'Invalid email address. Please check and try again.', + 'auth/operation-not-allowed': 'This sign-in method is not enabled. Please contact support.', + 'auth/weak-password': 'Password is too weak. Please use at least 6 characters.', + 'auth/user-disabled': 'This account has been disabled. Please contact support.', + 'auth/user-not-found': 'No account found with this email. Please sign up first.', + 'auth/wrong-password': 'Incorrect password. Please try again or reset your password.', + 'auth/invalid-credential': 'Invalid email or password. Please check your credentials.', + 'auth/too-many-requests': 'Too many failed attempts. Please try again later.', + 'auth/network-request-failed': 'Network error. Please check your connection and try again.', + }; + return errorMessages[errorCode] || `Authentication error: ${errorCode || 'Unknown error'}`; +}; + +let activeSyncPromise = null; +let activeSyncToken = null; + +/** + * Sync Firebase user to Django backend + * Backend syncs user to Django User model and returns user info + */ +export const syncUserToBackend = async (firebaseUser) => { + try { + const idToken = await firebaseUser.getIdToken(); + + // Deduplicate concurrent sync calls for the same ID token + if (activeSyncToken === idToken && activeSyncPromise) { + console.log("Reusing active backend sync promise for token"); + return activeSyncPromise; + } + + activeSyncToken = idToken; + activeSyncPromise = (async () => { + console.log("Syncing user to backend. Token length:", idToken?.length || 0); + const data = await firebaseLoginWithToken(idToken); + console.log("Backend sync response payload:", data); + return data; + })(); + + try { + const data = await activeSyncPromise; + return data; + } finally { + // Clean up active sync promise when this exact token sync completes + if (activeSyncToken === idToken) { + activeSyncPromise = null; + activeSyncToken = null; + } + } + } catch (error) { + console.error("Error syncing user to backend:", error); + console.error("Error details:", { + message: error.message, + response: error.response?.data, + status: error.response?.status, + statusText: error.response?.statusText, + }); + + // Re-throw the error so the caller can handle it + throw error; + } +}; + +/** + * Sign up with email and password + */ +export const signupWithFirebase = async (email, password) => { + const userCredential = await createUserWithEmailAndPassword(auth, email, password); + const user = userCredential.user; + + // Send email verification + await sendEmailVerification(user); + + // Sync to backend + await syncUserToBackend(user); + + // Reload user to get latest verification status + await user.reload(); + + return { user, emailVerified: user.emailVerified }; +}; + +/** + * Sign in with email and password + */ +export const loginWithFirebase = async (email, password) => { + const userCredential = await signInWithEmailAndPassword(auth, email, password); + const user = userCredential.user; + + // Sync to backend + await syncUserToBackend(user); + + // Reload user to get latest verification status + await user.reload(); + + return { user, emailVerified: user.emailVerified }; +}; + +/** + * Sign in with Google + */ +export const loginWithGoogle = async () => { + try { + console.log("Initiating Google sign-in popup..."); + const provider = new GoogleAuthProvider(); + const result = await signInWithPopup(auth, provider); + const user = result.user; + console.log("Google sign-in successful. User:", user.email); + + // Sync to backend + console.log("Syncing user to backend..."); + await syncUserToBackend(user); + console.log("Backend sync completed"); + + return { user, emailVerified: user.emailVerified }; + } catch (error) { + console.error("Error in loginWithGoogle:", error); + throw error; // Re-throw so caller can handle it + } +}; + +/** + * Send password reset email + */ +export const resetPassword = async (email) => { + await sendPasswordResetEmail(auth, email); +}; + +/** + * Resend email verification + */ +export const resendEmailVerification = async (user) => { + await sendEmailVerification(user); +}; + diff --git a/frontend/src/utils/shortcuts/ShortcutProvider.jsx b/frontend/src/utils/shortcuts/ShortcutProvider.jsx new file mode 100644 index 000000000..7b39cbbdd --- /dev/null +++ b/frontend/src/utils/shortcuts/ShortcutProvider.jsx @@ -0,0 +1,191 @@ +/* eslint-disable react-refresh/only-export-components, react/prop-types */ +import { createContext, useContext, useEffect, useMemo, useRef } from "react"; + +const ShortcutContext = createContext(null); + +const isMacPlatform = () => { + if (typeof navigator === "undefined") return false; + return /Mac|iPhone|iPad|iPod/i.test(navigator.platform || ""); +}; + +const isEditableTarget = (target) => { + if (!target) return false; + const tag = target.tagName?.toLowerCase(); + if (tag === "input" || tag === "textarea" || tag === "select") return true; + return !!target.isContentEditable; +}; + +const isEscapeEvent = (event) => event.code === "Escape" || event.key === "Escape"; + +const isSubmitEvent = (event) => + (event.code === "Enter" || event.key === "Enter") && (event.ctrlKey || event.metaKey); + +const shouldBlockInEditable = (event) => { + if (!isEditableTarget(event.target)) return false; + if (isEscapeEvent(event) || isSubmitEvent(event)) return false; + // Block single key and Alt/Shift combos while typing. + // Ctrl/Cmd combos remain allowed. + if (event.ctrlKey || event.metaKey) return false; + return true; +}; + +const splitCombo = (combo) => { + if (combo === "+" || combo === "-" || combo === "/" || combo === "?") return [combo]; + return combo.split("+").map((token) => token.trim()).filter(Boolean); +}; + +const modsForCombo = (combo) => { + const tokens = splitCombo(combo); + return { + ctrl: tokens.includes("Ctrl"), + meta: tokens.includes("Cmd"), + alt: tokens.includes("Alt") || tokens.includes("Option"), + shift: tokens.includes("Shift"), + }; +}; + +const keyMatcher = (event, combo) => { + const tokens = splitCombo(combo); + const keyToken = tokens[tokens.length - 1]; + + if (keyToken === "?") { + return event.code === "Slash" && event.shiftKey; + } + if (keyToken === "/") { + return event.code === "Slash" && !event.shiftKey; + } + if (keyToken === "+") { + return event.key === "+" || event.code === "NumpadAdd"; + } + if (keyToken === "-") { + return event.key === "-" || event.code === "Minus" || event.code === "NumpadSubtract"; + } + if (keyToken === "Enter") { + return event.code === "Enter" || event.code === "NumpadEnter" || event.key === "Enter"; + } + if (keyToken === "Escape") { + return isEscapeEvent(event); + } + if (/^[0-9]$/.test(keyToken)) { + return event.code === `Digit${keyToken}` || event.code === `Numpad${keyToken}` || event.key === keyToken; + } + if (keyToken.length === 1) { + const lowered = keyToken.toLowerCase(); + return event.key?.toLowerCase() === lowered || event.code === `Key${lowered.toUpperCase()}`; + } + + return event.key === keyToken || event.code === keyToken; +}; + +const comboMatches = (event, combo) => { + const mods = modsForCombo(combo); + const tokens = splitCombo(combo); + const keyToken = tokens[tokens.length - 1]; + // Exact modifier matching for deterministic behavior. + if (event.ctrlKey !== mods.ctrl) return false; + if (event.metaKey !== mods.meta) return false; + if (event.altKey !== mods.alt) return false; + if (keyToken !== "+" && event.shiftKey !== mods.shift && keyToken !== "?") return false; + return keyMatcher(event, combo); +}; + +export const ShortcutProvider = ({ children }) => { + const layersRef = useRef([]); + + const registerLayer = (layer) => { + layersRef.current.push(layer); + return () => { + layersRef.current = layersRef.current.filter((entry) => entry !== layer); + }; + }; + + useEffect(() => { + const handleKeyDown = (event) => { + if (shouldBlockInEditable(event)) return; + + const layers = [...layersRef.current] + .filter((layer) => layer.enabled()) + .sort((a, b) => b.priority - a.priority); + + for (const layer of layers) { + const handled = layer.onKeyDown(event, { comboMatches, isMac: isMacPlatform() }); + if (handled) { + event.preventDefault(); + break; + } + if (layer.blockLower) { + break; + } + } + }; + + document.addEventListener("keydown", handleKeyDown); + return () => document.removeEventListener("keydown", handleKeyDown); + }, []); + + const value = useMemo( + () => ({ + registerLayer, + isMacPlatform, + }), + [] + ); + + return {children}; +}; + +export const useShortcutEngine = () => { + const ctx = useContext(ShortcutContext); + if (!ctx) { + throw new Error("useShortcutEngine must be used inside ShortcutProvider."); + } + return ctx; +}; + +export const useShortcutLayer = ({ + id, + priority, + enabled = true, + blockLower = false, + bindings = [], +}) => { + const { registerLayer, isMacPlatform: detectMac } = useShortcutEngine(); + const bindingsRef = useRef(bindings); + const enabledRef = useRef(enabled); + + useEffect(() => { + bindingsRef.current = bindings; + }, [bindings]); + + useEffect(() => { + enabledRef.current = enabled; + }, [enabled]); + + useEffect(() => { + const unregister = registerLayer({ + id, + priority, + blockLower, + enabled: () => !!enabledRef.current, + onKeyDown: (event, helpers) => { + const isMac = helpers.isMac; + const platformKey = isMac ? "mac" : "winLinux"; + + for (const binding of bindingsRef.current) { + if (!binding?.handler) continue; + if (binding.when && !binding.when()) continue; + const combos = binding.combos?.[platformKey] || []; + if (!combos.length) continue; + + const matched = combos.some((combo) => helpers.comboMatches(event, combo)); + if (!matched) continue; + binding.handler(event, { isMac, detectMac }); + return true; + } + return false; + }, + }); + return unregister; + }, [blockLower, id, priority, registerLayer, detectMac]); +}; + diff --git a/frontend/tailwind.config.js b/frontend/tailwind.config.js new file mode 100644 index 000000000..cfdd9c497 --- /dev/null +++ b/frontend/tailwind.config.js @@ -0,0 +1,47 @@ +/** @type {import('tailwindcss').Config} */ +export default { + darkMode: 'class', + content: [ + "./index.html", + "./src/**/*.{js,ts,jsx,tsx}", + ], + theme: { + extend: { + colors: { + osdag: { + 'dark-color': '#333333', + green: '#91B014', + 'dark-green': '#7f9915', + 'light-green': '#A8C517', + 'bg-gray': '#F8F9FA', + 'card-bg': '#FFFFFF', + 'text-primary': '#1A1A1A', + 'text-secondary': '#666666', + 'text-muted': '#999999', + 'border': '#E5E7EB', + 'shadow': '#00000008', + }, + }, + fontSize: { + 'osdag-xl': ['4rem', { lineHeight: '1.1', letterSpacing: '-0.02em' }], + 'card-title': ['1.25rem', { lineHeight: '1.4', fontWeight: '600' }], + 'item-text': ['0.875rem', { lineHeight: '1.4', fontWeight: '500' }], + 'subtitle': ['0.75rem', { lineHeight: '1.3', fontWeight: '400' }], + }, + boxShadow: { + 'card': '0 1px 3px 0 rgba(0, 0, 0, 0.1), 0 1px 2px 0 rgba(0, 0, 0, 0.06)', + 'card-hover': '0 4px 6px -1px rgba(0, 0, 0, 0.1), 0 2px 4px -1px rgba(0, 0, 0, 0.06)', + 'search': '0 2px 4px -1px rgba(0, 0, 0, 0.06), 0 1px 2px -1px rgba(0, 0, 0, 0.06)', + 'auth': '0 10px 25px rgb(0 0 0 / 5%), 0 20px 48px rgb(0 0 0 / 5%), 0 1px 4px rgb(0 0 0 / 10%)', + }, + width: { + 'sidebar': '288px', + 'search': '600px', + }, + height: { + 'card-content': '320px', + }, + }, + }, + plugins: [], +} diff --git a/frontend/vite.config.js b/frontend/vite.config.js new file mode 100644 index 000000000..0a16c9638 --- /dev/null +++ b/frontend/vite.config.js @@ -0,0 +1,31 @@ +import { defineConfig } from 'vite'; +import react from '@vitejs/plugin-react'; + +const backendTarget = process.env.VITE_PROXY_BACKEND_URL || 'http://127.0.0.1:8000'; + +export default defineConfig({ + plugins: [react()], + server: { + host: true, + port: 5173, + watch: { + usePolling: true, + }, + proxy: { + '/api': { + target: backendTarget, + changeOrigin: true, + }, + '/ws': { + target: backendTarget, + ws: true, + changeOrigin: true, + configure: (proxy, _options) => { + proxy.on('error', (err, _req, _res) => { + console.warn('Vite WebSocket Proxy Error:', err); + }); + } + }, + }, + }, +}); \ No newline at end of file diff --git a/get_DPI_scale.py b/get_DPI_scale.py deleted file mode 100644 index 36c605f65..000000000 --- a/get_DPI_scale.py +++ /dev/null @@ -1,24 +0,0 @@ -from PyQt5.QtWidgets import QApplication -from PyQt5 import QtWidgets -import sys - -app = QApplication(sys.argv) - -# screen = app.screens()[0] -# dpi = screen.physicalDotsPerInch() -# image_inch = 300/140 -# scale = round(dpi /140, 1) - -# dpi = screen.physicalDotsPerInch() -refHeight = 1080 -refWidth = 1920 -# QRect rect = QGuiApplication::primaryScreen()->geometry(); -resolution = QtWidgets.QDesktopWidget().screenGeometry() -width = resolution.width() -height = resolution.height() -print(width,height) -# height = max(width,height) -# width = min(width, height) -scale = round(min(height/refHeight, width/refWidth),1) -print(scale) - diff --git a/gui/ExceptionDialog.py b/gui/ExceptionDialog.py deleted file mode 100644 index 11b86eb40..000000000 --- a/gui/ExceptionDialog.py +++ /dev/null @@ -1,159 +0,0 @@ -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import * -from PyQt5.QtGui import * -from PyQt5.QtCore import * - - -class AbstractDialog(QtWidgets.QDialog): - """ - Abstract dialog that will be inherited by all dialogs classes. - - Functions overrided: - mousePressEvent - mouseMoveEvent - mouseReleaseEvent - - Make it movable. - """ - - def __init__(self, parent=None): - super(AbstractDialog, self).__init__(parent=parent) - - # Need to be added, if not, moving frame from a button crash - self.left_click = False - self.offset = self.pos() - - # Make the dialog modal to ONLY its parent - self.setWindowModality(Qt.WindowModal) - - def mousePressEvent(self, event): - if event.button() == Qt.LeftButton: - self.offset = event.pos() - self.left_click = True - - def mouseMoveEvent(self, event): - if self.left_click: - x = event.globalX() - y = event.globalY() - x_w = self.offset.x() - y_w = self.offset.y() - self.move(x - x_w, y - y_w) - - def mouseReleaseEvent(self, event): - self.left_click = False - - - def showEvent(self, event): - # current_widget = QtWidgets.QApplication.instance().activeWindow() - # Center the dialog regarding its parent - - return super(AbstractDialog, self).showEvent(event) - -class Dialog(AbstractDialog): - """ - Abstract Dialog. - - Base class for dialogs. - """ - - def __init__(self, width, height, obj_name, titlebar_name, titlebar_icon, parent=None): - super(Dialog, self).__init__(parent) - - self.setWindowFlags(self.windowFlags() | Qt.FramelessWindowHint) - self.setWindowFlags(self.windowFlags() & ~Qt.WindowStaysOnTopHint) - - self.setFixedSize(width, height) - - self.setObjectName(obj_name) - - self.layout = QtWidgets.QVBoxLayout() - self.titlebar = AbstractTitleBar(self, title=titlebar_name, icon=titlebar_icon) - self.titlebar.setFont(QFont('Helvetica', 9)) - self.dialog_frame = QtWidgets.QFrame(self) - - self.setup_ui() - - - def setup_ui(self): - """ - Setup the UI layout. - - :return: - """ - # Set margin between frame and borders - self.layout.setContentsMargins(1, 1, 1, 1) - # Set margin between elements of layout - self.layout.setSpacing(0) - - self.layout.insertWidget(0, self.titlebar) - self.layout.insertWidget(1, self.dialog_frame) - - self.setLayout(self.layout) - -class CriticalExceptionDialog(Dialog): - """ - About dialog. - """ - def __init__(self, parent=None): - super(CriticalExceptionDialog, self).__init__(width=670, height=380, - obj_name=self.__class__.__name__, - titlebar_name=" Exception", titlebar_icon=None, - parent=parent) - - self.v_layout = QtWidgets.QVBoxLayout() - - self.dialog_frame.setLayout(self.v_layout) - #widget = instance.activeWindow() - #print(widget) - #blur_effect = QtWidgets.QGraphicsBlurEffect() - #blur_effect.setBlurHints(QtWidgets.QGraphicsBlurEffect.PerformanceHint) - #blur_effect.setBlurRadius(3) - #widget.setGraphicsEffect(blur_effect) - self.text_edit = QtWidgets.QTextEdit(self) - self.text_edit.setObjectName("TextEditError") - self.text_edit.setReadOnly(True) - - self.v_layout.addWidget(self.text_edit) - -class AbstractTitleBar(QtWidgets.QFrame): - """ - Abstract TitleBar. - - Used in dialogs. - """ - - def __init__(self, parent=None, title="Dafault", icon=None): - super(AbstractTitleBar, self).__init__(parent) - - self.setWindowFlags(Qt.FramelessWindowHint) - self.setObjectName('TitleBar') - - self.setAutoFillBackground(True) - self.setFixedHeight(35) - - self.close_button = QtWidgets.QToolButton(self) - self.save_log = QtWidgets.QToolButton(self) - self.report_issue = QtWidgets.QToolButton(self) - self.close_button.setFixedSize(32, 32) - self.save_log.setFixedSize(75,32) - self.report_issue.setFixedSize(115,32) - self.report_issue.setText("Report Issue") - self.save_log.setText("Save") - self.close_button.setObjectName("close_button") - self.save_log.setObjectName("save_log") - self.report_issue.setObjectName("report_issue") - self.titlebar_text = QtWidgets.QLabel(title, self) - self.titlebar_icon = QtWidgets.QLabel(self) - self.titlebar_icon.setPixmap(QPixmap(icon)) - - self.horizontal_layout = QtWidgets.QHBoxLayout(self) - - self.horizontal_layout.insertWidget(0, self.titlebar_text) - self.horizontal_layout.insertWidget(1, self.titlebar_icon) - self.horizontal_layout.insertStretch(2) - - self.horizontal_layout.insertWidget(-3, self.report_issue) - self.horizontal_layout.insertWidget(-2, self.save_log) - self.horizontal_layout.insertWidget(-1, self.close_button) - self.horizontal_layout.setContentsMargins(0, 0, 0, 0) - self.horizontal_layout.setSpacing(0) - - self.close_button.clicked.connect(self.window().close) diff --git a/gui/LeftPanel_Button.py b/gui/LeftPanel_Button.py deleted file mode 100644 index bebdeffec..000000000 --- a/gui/LeftPanel_Button.py +++ /dev/null @@ -1,51 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'LeftPanel_Button.ui' -# -# Created by: PyQt5 UI code generator 5.14.2 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - - -class Ui_LPButton(object): - def setupUi(self, Form,scale): - Form.setObjectName("Form") - Form.resize(scale*300, 30) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Minimum, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(Form.sizePolicy().hasHeightForWidth()) - Form.setSizePolicy(sizePolicy) - Form.setMinimumSize(QtCore.QSize(scale*300, 30)) - Form.setMaximumSize(QtCore.QSize(16777215, 30)) - self.gridLayout = QtWidgets.QGridLayout(Form) - self.gridLayout.setContentsMargins(0, 0, 0, 0) - self.gridLayout.setSpacing(0) - self.gridLayout.setObjectName("gridLayout") - self.LP_Button = QtWidgets.QPushButton(Form) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.LP_Button.sizePolicy().hasHeightForWidth()) - self.LP_Button.setSizePolicy(sizePolicy) - # font = QtGui.QFont() - # font.setFamily("Arial") - # font.setPointSize(11) - # font.setBold(True) - # font.setWeight(75) - # self.LP_Button.setFont(font) - self.LP_Button.setCursor(QtGui.QCursor(QtCore.Qt.ArrowCursor)) - self.LP_Button.setMouseTracking(False) - self.LP_Button.setFocusPolicy(QtCore.Qt.ClickFocus) - self.LP_Button.setContextMenuPolicy(QtCore.Qt.ActionsContextMenu) - self.LP_Button.setToolTip("") - self.LP_Button.setAutoFillBackground(False) - - self.LP_Button.setAutoDefault(True) - self.LP_Button.setDefault(False) - self.LP_Button.setFlat(False) - self.LP_Button.setObjectName("LP_Button") - self.gridLayout.addWidget(self.LP_Button, 0, 0, 1, 1) - QtCore.QMetaObject.connectSlotsByName(Form) diff --git a/gui/LeftPanel_Button.ui b/gui/LeftPanel_Button.ui deleted file mode 100644 index 21e98e152..000000000 --- a/gui/LeftPanel_Button.ui +++ /dev/null @@ -1,122 +0,0 @@ - - - Form - - - - 0 - 0 - 300 - 30 - - - - - 0 - 0 - - - - - 300 - 30 - - - - - 16777215 - 30 - - - - Form - - - - 0 - - - 0 - - - 0 - - - 0 - - - 0 - - - - - - 0 - 0 - - - - - Arial - 11 - 75 - true - - - - ArrowCursor - - - false - - - Qt::ClickFocus - - - Qt::ActionsContextMenu - - - - - - false - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; - -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; - -} - - - - - Connection - - - Ctrl+Shift+C - - - true - - - false - - - false - - - - - - - - diff --git a/gui/Submodule_Page.py b/gui/Submodule_Page.py deleted file mode 100644 index 4dec117cb..000000000 --- a/gui/Submodule_Page.py +++ /dev/null @@ -1,61 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file '.\Submodule_Page.ui' -# -# Created by: PyQt5 UI code generator 5.14.2 -# -# WARNING! All changes made in this file will be lost! - - -from PyQt5 import QtCore, QtGui, QtWidgets - - -class Ui_Submodule_Page(object): - def setupUi(self, Form): - Form.setObjectName("Form") - Form.resize(842, 642) - Form.setLayoutDirection(QtCore.Qt.LeftToRight) - Form.setAutoFillBackground(False) - self.verticalLayout = QtWidgets.QVBoxLayout(Form) - self.verticalLayout.setSizeConstraint(QtWidgets.QLayout.SetDefaultConstraint) - self.verticalLayout.setSpacing(6) - self.verticalLayout.setObjectName("verticalLayout") - self.gridLayout = QtWidgets.QGridLayout() - self.gridLayout.setContentsMargins(0, 0, 0, 0) - self.gridLayout.setHorizontalSpacing(0) - self.gridLayout.setVerticalSpacing(50) - self.gridLayout.setObjectName("gridLayout") - self.verticalLayout.addLayout(self.gridLayout) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setSpacing(6) - self.horizontalLayout.setObjectName("horizontalLayout") - spacerItem = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout.addItem(spacerItem) - self.StartButton = QtWidgets.QPushButton(Form) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.StartButton.sizePolicy().hasHeightForWidth()) - self.StartButton.setSizePolicy(sizePolicy) - self.StartButton.setMinimumSize(QtCore.QSize(190, 30)) - self.StartButton.setMaximumSize(QtCore.QSize(190, 30)) - self.StartButton.setFocusPolicy(QtCore.Qt.TabFocus) - self.StartButton.setCheckable(False) - self.StartButton.setAutoExclusive(False) - self.StartButton.setAutoDefault(True) - self.StartButton.setObjectName("StartButton") - self.horizontalLayout.addWidget(self.StartButton) - spacerItem1 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout.addItem(spacerItem1) - self.verticalLayout.addLayout(self.horizontalLayout) - self.verticalLayout.setStretch(0, 1) - - self.retranslateUi(Form) - QtCore.QMetaObject.connectSlotsByName(Form) - - def retranslateUi(self, Form): - _translate = QtCore.QCoreApplication.translate - Form.setWindowTitle(_translate("Form", "Form")) - self.StartButton.setToolTip(_translate("Form", "Enter")) - self.StartButton.setText(_translate("Form", "Start")) - self.StartButton.setShortcut(_translate("Form", "Return")) diff --git a/gui/Submodule_Page.ui b/gui/Submodule_Page.ui deleted file mode 100644 index 23c1de6a7..000000000 --- a/gui/Submodule_Page.ui +++ /dev/null @@ -1,152 +0,0 @@ - - - Form - - - - 0 - 0 - 842 - 642 - - - - Form - - - Qt::LeftToRight - - - false - - - - 6 - - - QLayout::SetDefaultConstraint - - - - - 0 - - - 0 - - - 0 - - - 0 - - - 0 - - - 50 - - - - - - - 6 - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - 0 - 0 - - - - - 190 - 30 - - - - - 190 - 30 - - - - - Arial - 11 - 75 - true - - - - Qt::TabFocus - - - Enter - - - QPushButton::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QPushButton -{ -background-color: #925a5b; -color:#ffffff; -} - - - Start - - - Return - - - false - - - false - - - true - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - diff --git a/gui/UI_DESIGN_PREFERENCE.py b/gui/UI_DESIGN_PREFERENCE.py deleted file mode 100644 index 0b8910d15..000000000 --- a/gui/UI_DESIGN_PREFERENCE.py +++ /dev/null @@ -1,1660 +0,0 @@ - -from PyQt5 import QtGui, QtWidgets, QtCore -from PyQt5.QtWidgets import * -from PyQt5.QtCore import * -from PyQt5.QtGui import * - -from Common import * -from utils.common.Section_Properties_Calculator import * -from utils.common.component import * -from utils.common.other_standards import * -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.connection import Connection - -import os -from drawing_2D.Svg_Window import SvgWindow -import sys -import sqlite3 -import shutil -import openpyxl -from get_DPI_scale import scale,width,height - - -class MyTableWidget(QWidget): - def __init__(self, parent): - super(QWidget, self).__init__(parent) - self.layout = QVBoxLayout(self) - self.tabs = QTabWidget(self) - #self.tabs.setStyleSheet("QTabBar::tab { height: 40px; width: 150px;}") - self.layout.addWidget(self.tabs) - #self.setLayout(self.layout) - - - def addTab(self, widget, text): - self.tabs.addTab(widget, text) - widget.setAutoFillBackground(True) - - -class Window(QDialog): - - def __init__(self, main, input_dictionary): - super().__init__() - self.input_dictionary = input_dictionary - self.do_not_clear_list = [] - self.save_changes_list = [] - self.values_changed = False - for t in main.input_dictionary_design_pref(main): - self.save_changes_list.extend(t[2]) - self.initUI(main,input_dictionary) - # self.rejected.connect(self.close_message) - - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - def closeEvent(self, event): - if self.values_changed: - popup = QMessageBox(self) - popup.setIcon(QMessageBox.Information) - popup.setWindowTitle("Save") - popup.setText('Do you want to save the changes?') - popup.setStandardButtons(QMessageBox.Yes | - QMessageBox.No | - QMessageBox.Cancel) - popup.setDefaultButton(QMessageBox.Cancel) - answer = popup.exec_() - if answer == QMessageBox.Yes: - self.accept() - event.accept() - elif answer == QMessageBox.No: - self.reject() - event.accept() - elif answer == QMessageBox.Cancel: - event.ignore() - else: - QDialog.closeEvent(self, event) - - def connect_widget_for_change(self, widget): - if isinstance(widget, QComboBox): - widget.currentIndexChanged.connect(self.something_changed) - elif isinstance(widget, QLineEdit): - widget.textChanged.connect(self.something_changed) - - def something_changed(self): - self.values_changed = True - - def initUI(self,main,input_dictionary): - - button_size_x = scale*190 - button_size_y = scale*30 - #self.statusBar().showMessage('') - #self.setGeometry(300, 300, 1170, 710) - self.setObjectName("DesignPreferences") - self.setWindowTitle('Design Preference') - self.tabWidget = MyTableWidget(self) - self.setLayout(self.tabWidget.layout) - hlayout = QHBoxLayout() - self.tabWidget.layout.addLayout(hlayout) - self.btn_defaults = QPushButton() - self.btn_defaults.setText("Defaults") - self.btn_save = QPushButton() - self.btn_save.setText("Save") - hlayout.addWidget(self.btn_defaults) - hlayout.addWidget(self.btn_save) - self.btn_defaults.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - self.btn_save.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - self.btn_defaults.setFixedSize(button_size_x,button_size_y) - self.btn_save.setFixedSize(button_size_x,button_size_y) - - tab_index = 0 - for tab_details in main.tab_list(main): - last_title = "" - tab_name = tab_details[0] - tab_elements = tab_details[2] - tab_type = tab_details[1] - - scrollArea = QScrollArea() - scrollArea.setWidgetResizable(True) - scrollAreaWidgetContents = QWidget() - scrollArea.setWidget(scrollAreaWidgetContents) - - if tab_type == TYPE_TAB_1: - - tab = QWidget() - self.tabWidget.addTab(tab, tab_name) - tab_index +=1 - self.tabWidget.tabs.setTabText(tab_index, tab_name) - tab.setObjectName(tab_name) - - lay = QVBoxLayout(tab) - lay.addWidget(scrollArea) - - - vertical = QVBoxLayout(scrollAreaWidgetContents) - horizontalLayout = QHBoxLayout() - vertical.addLayout(horizontalLayout) - - horizontal = QHBoxLayout() - #hl1 = QFrame(tab) - #hl1.setFrameShape(QFrame.HLine) - #vertical.addWidget(hl1) - lay.addLayout(horizontal) - - buttons = [(str("pushButton_Add_" + tab_name), 'Add'), (str("pushButton_Clear_" + tab_name), 'Clear'), - (str("pushButton_Import_" + tab_name), "Import xlsx file"), (str("pushButton_Download_" + tab_name), "Download xlsx file")] - - elements = tab_elements(main, input_dictionary) - #elements = list(lmao) - for i in range(len(buttons)): - object_name = buttons[i][0] - btn_text = buttons[i][1] - button = QPushButton(tab) - button.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - horizontal.addWidget(button) - button.setObjectName(object_name) - button.setText(btn_text) - button.setFixedSize(button_size_x, button_size_y) - if input_dictionary != {}: - if main.module_name(main) == KEY_DISP_BASE_PLATE and input_dictionary[KEY_CONN] == VALUES_CONN_BP[2]: - button.setEnabled(False) - - r = 1 - grid = QGridLayout() - horizontalLayout.addLayout(grid) - grid.setAlignment(Qt.AlignTop|Qt.AlignLeft) - grid.setHorizontalSpacing(10) - grid.setVerticalSpacing(10) - - for element in elements: - type = element[2] - lable = element[1] - if type in [TYPE_COMBOBOX, TYPE_TEXTBOX]: - label = QLabel(tab) - label.setObjectName(element[0] + "_label") - label.setText("

    " + lable + "

    ") - grid.addWidget(label,r,1) - label.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - - if type ==TYPE_TEXTBOX: - line = QLineEdit(tab) - grid.addWidget(line,r,2) - line.setObjectName(element[0]) - line.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - line.setFixedSize(85, 20) - if lable == 'Designation' or lable == KEY_DISP_SEC_PROFILE: - line.textChanged.connect(self.manage_designation_size(line)) - - if input_dictionary: - line.setText(str(element[4])) - - if lable in [KEY_DISP_FU, KEY_DISP_FY, KEY_DISP_POISSON_RATIO, KEY_DISP_THERMAL_EXP, - KEY_DISP_MOD_OF_ELAST, KEY_DISP_MOD_OF_RIGID, 'Source']: - line.setReadOnly(True) - self.do_not_clear_list.append(line) - if main.module_name(main) in [KEY_DISP_TENSION_BOLTED, KEY_DISP_TENSION_WELDED] and lable in \ - [KEY_DISP_LOCATION, KEY_DISP_SEC_PROFILE]: - line.setReadOnly(True) - self.do_not_clear_list.append(line) - if last_title == KEY_DISP_DIMENSIONS: - if element[1] in [KEY_DISP_ROOT_R, KEY_DISP_TOE_R]: - regex_validator = QtCore.QRegExp("[0-9]*[.][0-9]*|[.][0-9]*|0") - else: - regex_validator = QtCore.QRegExp("[1-9][0-9]*[.][0-9]*|[.][0-9]*") - line.setValidator(QtGui.QRegExpValidator(regex_validator, line)) - if last_title == KEY_DISP_SEC_PROP: - regex_validator = QtCore.QRegExp("[1-9][0-9]*[.][0-9]*|[.][0-9]*|N/A|-") - line.setValidator(QtGui.QRegExpValidator(regex_validator, line)) - - if element[0] in self.save_changes_list: - self.connect_widget_for_change(line) - - r += 1 - - if type == TYPE_COMBOBOX: - combo = QComboBox(tab) - grid.addWidget(combo,r,2) - # combo.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - combo.setMaxVisibleItems(5) - combo.setObjectName(element[0]) - combo.view().setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - combo.addItems(element[3]) - if input_dictionary: - combo.setCurrentText(str(element[4])) - font = combo.font() - metrices = QtGui.QFontMetrics(font) - item_width = 0 - item_width = max([metrices.boundingRect(item).width() for item in element[3]],default = 0) - combo.view().setMinimumWidth(item_width + 30) - - combo.setStyleSheet("QComboBox { combobox-popup: 0; }") - - if lable == KEY_DISP_MATERIAL: - combo.setFixedSize(115, 20) - self.do_not_clear_list.append(combo) - else: - combo.setFixedSize(85,20) - - if element[0] in self.save_changes_list: - self.connect_widget_for_change(combo) - r += 1 - - if type == TYPE_TITLE: - title = QLabel(tab) - title.setText(lable) - grid.addWidget(title,r,1,1,2) - title.setObjectName("_title") - title.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - last_title = lable - r += 1 - - if type == TYPE_IMAGE: - img = QLabel(tab) - img.setObjectName(element[0]) - grid.addWidget(img,r,1,10,2) - pmap = QPixmap(element[4]) - img.setPixmap(pmap.scaled(300,300,Qt.KeepAspectRatio, Qt.FastTransformation)) # you can also use IgnoreAspectRatio - r += 10 - - if type == TYPE_BREAK: - r = 1 - grid = QGridLayout() - horizontalLayout.addLayout(grid) - grid.setAlignment(Qt.AlignTop|Qt.AlignLeft) - grid.setHorizontalSpacing(10) - grid.setVerticalSpacing(10) - continue - - elif tab_type == TYPE_TAB_2: - - - tab = QWidget() - self.tabWidget.addTab(tab, tab_name) - tab_index +=1 - self.tabWidget.tabs.setTabText(tab_index, tab_name) - tab.setObjectName(tab_name) - - lay = QVBoxLayout(tab) - lay.addWidget(scrollArea) - - - vertical = QVBoxLayout(scrollAreaWidgetContents) - horizontalLayout = QHBoxLayout() - vertical.addLayout(horizontalLayout) - - - r = 1 - grid = QGridLayout() - horizontalLayout.addLayout(grid) - grid.setHorizontalSpacing(10) - grid.setVerticalSpacing(10) - grid.setAlignment(Qt.AlignTop|Qt.AlignLeft) - - label_1 = QLabel(tab) - label_1.setObjectName("_title") - label_1.setText("Inputs") - grid.addWidget(label_1,r,1) - - - r += 3 - - Notes = [] - elements = tab_elements(main, input_dictionary) - for element in elements: - type = element[2] - lable = element[1] - if type in [TYPE_COMBOBOX, TYPE_TEXTBOX]: - label = QLabel(tab) - #label.setWordWrap(True) - label.setText("

    " + lable + "

    ") - label.setObjectName(element[0] + "_label") - grid.addWidget(label,r,1) - label.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - - if type == TYPE_TEXTBOX: - line = QLineEdit(tab) - grid.addWidget(line,r,2) - line.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - line.setObjectName(element[0]) - line.setFixedSize(130, 22) - if element[3]: - line.setText(element[3]) - dbl_validator = QDoubleValidator() - if element[0] in [KEY_DP_WELD_MATERIAL_G_O]: - line.setValidator(dbl_validator) - line.setMaxLength(7) - if element[0] in [KEY_DP_DETAILING_GAP] and main.module_name(main) in [KEY_DISP_TENSION_BOLTED, KEY_DISP_TENSION_WELDED]: - line.setReadOnly(True) - self.do_not_clear_list.append(line) - if element[0] in [KEY_BASE_PLATE_FU, KEY_BASE_PLATE_FY, KEY_DP_ANCHOR_BOLT_DESIGNATION_OCF, - KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF, KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_OCF, - KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_ICF, KEY_DP_ANCHOR_BOLT_TYPE_OCF, - KEY_DP_ANCHOR_BOLT_TYPE_ICF]: - line.setReadOnly(True) - if input_dictionary: - line.setText(str(element[4])) - - if element[0] in self.save_changes_list: - self.connect_widget_for_change(line) - r += 1 - - if type == TYPE_COMBOBOX: - combo = QComboBox(tab) - grid.addWidget(combo,r,2) - combo.setMaxVisibleItems(5) - combo.setObjectName(element[0]) - combo.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - combo.view().setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - combo.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - combo.setStyleSheet("QComboBox { combobox-popup: 0; }") - combo.setFixedSize(130, 22) - combo.addItems(element[3]) - font = combo.font() - metrices = QtGui.QFontMetrics(font) - item_width = max([metrices.boundingRect(item).width() for item in element[3]],default = 0) - combo.view().setMinimumWidth(item_width + 30) - if element[0] == KEY_DP_DESIGN_METHOD: - combo.model().item(1).setEnabled(False) - combo.model().item(2).setEnabled(False) - if input_dictionary: - combo.setCurrentText(str(element[4])) - if element[0] in self.save_changes_list: - self.connect_widget_for_change(combo) - r += 1 - - if type == 'Title': - title = QLabel(tab) - title.setProperty("heading", True) - title.style().unpolish(title) - title.style().polish(title) - title.setText(element[1]) - grid.addWidget(title,r,1) - title.setObjectName("_title") - title.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - r += 1 - - if type == 'Image': - img = QLabel(tab) - grid.addWidget(img,r,1,10,2) - pmap = QPixmap('C:/Users/nitin/Desktop/FOSSEE/Osdag3/ResourceFiles/images/Channel.png') - img.setPixmap(pmap.scaled(220,800,Qt.KeepAspectRatio, Qt.FastTransformation)) - r += 10 - - if type == 'TextBrowser': - r = 1 - grid = QGridLayout() - horizontalLayout.addLayout(grid) - grid.setHorizontalSpacing(10) - grid.setVerticalSpacing(10) - grid.setAlignment(Qt.AlignRight|Qt.AlignTop) - grid.setContentsMargins(50,0,0,0) - lbl = QLabel(tab) - lbl.setText('Description') - grid.addWidget(lbl,r,1) - lbl.setObjectName("label_3") - lbl.setSizePolicy(QSizePolicy(QSizePolicy.Maximum,QSizePolicy.Maximum)) - r += 1 - - txt_browser = QTextBrowser(tab) - txt_browser.setHtml(element[3]) - #txt_browser.setFixedHeight(480) - txt_browser.horizontalScrollBar().setVisible(False) - txt_browser.setObjectName(element[0]) - grid.addWidget(txt_browser,r,1) # if using setMinimumSize - #grid.addWidget(txt_browser,r,10,2) # if using FixedSize, also use r+=10. - - - if type == 'Note': - Notes.append(lable) - - if type == 'Break': - r = 1 - grid = QGridLayout() - horizontalLayout.addLayout(grid) - grid.setHorizontalSpacing(10) - grid.setVerticalSpacing(10) - grid.setAlignment(Qt.AlignTop|Qt.AlignLeft) - continue - - if Notes: - - hl1 = QFrame(tab) - hl1.setFrameShape(QFrame.HLine) - vertical.addWidget(hl1) - for lable in Notes: - lbl = QLabel(tab) - lbl.setWordWrap(True) - lbl.setText("

    " + lable + "

    ") - lbl.setObjectName("_title") - vertical.addWidget(lbl) - - - scrollArea.setWidget(scrollAreaWidgetContents) - - # self.setCentralWidget(self.tabWidget) - #self.tabWidget.resize(self.size()) - - self.tabWidget.tabs.setCurrentIndex(2) - #QtCore.QMetaObject.connectSlotsByName(DesignPreferences) - module = main.module_name(main) - - if module in [KEY_DISP_FINPLATE, KEY_DISP_ENDPLATE, KEY_DISP_CLEATANGLE, KEY_DISP_SEATED_ANGLE, KEY_DISP_BCENDPLATE]: - - pushButton_Clear_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_COLSEC) - pushButton_Clear_Column.clicked.connect(lambda: self.clear_tab(KEY_DISP_COLSEC)) - pushButton_Add_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_COLSEC) - pushButton_Add_Column.clicked.connect(self.add_tab_column) - pushButton_Import_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_COLSEC) - pushButton_Import_Column.clicked.connect(lambda: self.import_section("Columns")) - pushButton_Download_Column = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_COLSEC) - pushButton_Download_Column.clicked.connect(lambda: self.download_Database(table="Columns", call_type="header")) - pushButton_Clear_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_BEAMSEC) - pushButton_Clear_Beam.clicked.connect(lambda: self.clear_tab(KEY_DISP_BEAMSEC)) - pushButton_Add_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_BEAMSEC) - pushButton_Add_Beam.clicked.connect(self.add_tab_beam) - pushButton_Import_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_BEAMSEC) - pushButton_Import_Beam.clicked.connect(lambda: self.import_section("Beams")) - pushButton_Download_Beam = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_BEAMSEC) - pushButton_Download_Beam.clicked.connect(lambda: self.download_Database(table="Beams", call_type="header")) - - if module == KEY_DISP_CLEATANGLE: - pushButton_Clear_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + DISP_TITLE_CLEAT) - pushButton_Clear_Angle.clicked.connect(lambda: self.clear_tab(DISP_TITLE_CLEAT)) - pushButton_Add_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + DISP_TITLE_CLEAT) - pushButton_Add_Angle.clicked.connect(self.add_tab_angle) - pushButton_Import_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + DISP_TITLE_CLEAT) - pushButton_Import_Angle.clicked.connect(lambda: self.import_section("Angles")) - pushButton_Download_Angle = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + DISP_TITLE_CLEAT) - pushButton_Download_Angle.clicked.connect(lambda: self.download_Database(table="Angles", call_type="header")) - if module == KEY_DISP_SEATED_ANGLE: - pushButton_Clear_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_SEATED_ANGLE) - pushButton_Clear_Angle.clicked.connect(lambda: self.clear_tab(KEY_DISP_SEATED_ANGLE)) - pushButton_Add_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_SEATED_ANGLE) - pushButton_Add_Angle.clicked.connect(self.add_tab_angle) - pushButton_Import_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_SEATED_ANGLE) - pushButton_Import_Angle.clicked.connect(lambda: self.import_section("Angles")) - pushButton_Download_Angle = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_SEATED_ANGLE) - pushButton_Download_Angle.clicked.connect(lambda: self.download_Database(table="Angles", call_type="header")) - - if module == KEY_DISP_COLUMNCOVERPLATE or module == KEY_DISP_COLUMNCOVERPLATEWELD or module == KEY_DISP_COLUMNENDPLATE: - pushButton_Clear_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_COLSEC) - pushButton_Clear_Column.clicked.connect(lambda: self.clear_tab(KEY_DISP_COLSEC)) - pushButton_Add_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_COLSEC) - pushButton_Add_Column.clicked.connect(self.add_tab_column) - pushButton_Import_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_COLSEC) - pushButton_Import_Column.clicked.connect(lambda: self.import_section("Columns")) - pushButton_Download_Column = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_COLSEC) - pushButton_Download_Column.clicked.connect(lambda: self.download_Database(table="Columns", call_type="header")) - - if module == KEY_DISP_BEAMCOVERPLATE or module == KEY_DISP_BEAMCOVERPLATEWELD: - pushButton_Clear_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_BEAMSEC) - pushButton_Clear_Beam.clicked.connect(lambda: self.clear_tab(KEY_DISP_BEAMSEC)) - pushButton_Add_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_BEAMSEC) - pushButton_Add_Beam.clicked.connect(self.add_tab_beam) - pushButton_Import_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_BEAMSEC) - pushButton_Import_Beam.clicked.connect(lambda: self.import_section("Beams")) - pushButton_Download_Beam = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_BEAMSEC) - pushButton_Download_Beam.clicked.connect(lambda: self.download_Database(table="Beams", call_type="header")) - - if module == KEY_DISP_BB_EP_SPLICE: - pushButton_Clear_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_BEAMSEC) - pushButton_Clear_Beam.clicked.connect(lambda: self.clear_tab(KEY_DISP_BEAMSEC)) - pushButton_Add_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_BEAMSEC) - pushButton_Add_Beam.clicked.connect(self.add_tab_beam) - pushButton_Import_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_BEAMSEC) - pushButton_Import_Beam.clicked.connect(lambda: self.import_section("Beams")) - pushButton_Download_Beam = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_BEAMSEC) - pushButton_Download_Beam.clicked.connect(lambda: self.download_Database(table="Beams", call_type="header")) - - if module == KEY_DISP_COMPRESSION: - pushButton_Clear_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_COLSEC) - pushButton_Clear_Column.clicked.connect(lambda: self.clear_tab(KEY_DISP_COLSEC)) - pushButton_Add_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_COLSEC) - pushButton_Add_Column.clicked.connect(self.add_tab_column) - pushButton_Import_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_COLSEC) - pushButton_Import_Column.clicked.connect(lambda: self.import_section("Columns")) - pushButton_Download_Column = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_COLSEC) - pushButton_Download_Column.clicked.connect(lambda: self.download_Database(table="Columns", call_type="header")) - # pushButton_Clear_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_BEAMSEC) - # pushButton_Clear_Beam.clicked.connect(lambda: self.clear_tab(KEY_DISP_BEAMSEC)) - # pushButton_Add_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_BEAMSEC) - # pushButton_Add_Beam.clicked.connect(self.add_tab_beam) - # pushButton_Import_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_BEAMSEC) - # pushButton_Import_Beam.clicked.connect(lambda: self.import_section("Beams")) - # pushButton_Download_Beam = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_BEAMSEC) - # pushButton_Download_Beam.clicked.connect(lambda: self.download_Database(table="Beams", call_type="header")) - - if module == KEY_DISP_BASE_PLATE: - pushButton_Clear_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + KEY_DISP_COLSEC) - pushButton_Clear_Column.clicked.connect(lambda: self.clear_tab(KEY_DISP_COLSEC)) - pushButton_Add_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + KEY_DISP_COLSEC) - pushButton_Add_Column.clicked.connect(self.add_tab_column) - pushButton_Import_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + KEY_DISP_COLSEC) - pushButton_Import_Column.clicked.connect(lambda: self.import_section("Columns")) - pushButton_Download_Column = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + KEY_DISP_COLSEC) - pushButton_Download_Column.clicked.connect(lambda: self.download_Database(table="Columns", call_type="header")) - - if module == KEY_DISP_TENSION_BOLTED or module == KEY_DISP_TENSION_WELDED: - pushButton_Clear_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + DISP_TITLE_ANGLE) - pushButton_Clear_Angle.clicked.connect(lambda: self.clear_tab(DISP_TITLE_ANGLE)) - pushButton_Add_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + DISP_TITLE_ANGLE) - pushButton_Add_Angle.clicked.connect(self.add_tab_angle) - pushButton_Import_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + DISP_TITLE_ANGLE) - pushButton_Import_Angle.clicked.connect(lambda: self.import_section("Angles")) - pushButton_Download_Angle = self.tabWidget.tabs.findChild(QWidget, "pushButton_Download_" + DISP_TITLE_ANGLE) - pushButton_Download_Angle.clicked.connect(lambda: self.download_Database(table="Angles", call_type="header")) - pushButton_Clear_Channel = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Clear_" + DISP_TITLE_CHANNEL) - pushButton_Clear_Channel.clicked.connect(lambda: self.clear_tab(DISP_TITLE_CHANNEL)) - pushButton_Add_Channel = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Add_" + DISP_TITLE_CHANNEL) - pushButton_Add_Channel.clicked.connect(self.add_tab_channel) - pushButton_Import_Channel = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Import_" + DISP_TITLE_CHANNEL) - pushButton_Import_Channel.clicked.connect(lambda: self.import_section("Channels")) - pushButton_Download_Channel = self.tabWidget.tabs.findChild(QtWidgets.QWidget, "pushButton_Download_" + DISP_TITLE_CHANNEL) - pushButton_Download_Channel.clicked.connect(lambda: self.download_Database(table="Channels", call_type="header")) - - def manage_designation_size(self,line_edit): - def change_size(): - font = line_edit.font() - text = line_edit.text() - metrices = QtGui.QFontMetrics(font) - width = metrices.boundingRect(text).width() - width += 25 - if width > 91: - line_edit.setFixedWidth(width) - else: - line_edit.setFixedWidth(91) - return change_size - - def clear_tab(self, tab_name): - ''' - @author: Umair - ''' - tab = self.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - - if tab: - for c in tab.findChildren(QtWidgets.QWidget): - if c in self.do_not_clear_list: - continue - - if isinstance(c, QtWidgets.QComboBox): - c.setCurrentIndex(0) - elif isinstance(c, QtWidgets.QLineEdit): - c.clear() - - def add_baseplate_tab_column(self): - ''' - @author: Umair - ''' - tab_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, KEY_DISP_COLSEC) - rhs = connectdb("RHS", call_type="popup") - shs = connectdb("SHS", call_type="popup") - chs = connectdb("CHS", call_type="popup") - hs = rhs + shs - input_section = self.input_dictionary[KEY_SECSIZE] - - if input_section in hs: - table = "RHS" if input_section in rhs else "SHS" - values = {KEY_SECSIZE: '', 'Label_21': ''} - for i in [1, 2, 3, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20]: - key = "Label_HS_"+str(i) - values.update({key: ''}) - elif input_section in chs: - table = "CHS" - values = {KEY_SECSIZE: '', 'Label_21': ''} - for i in [1, 2, 3, 11, 12, 13, 14, 15, 16]: - key = "Label_CHS_" + str(i) - values.update({key: ''}) - else: - table = "Columns" - values = {KEY_SECSIZE: '', 'Label_8': '', 'Label_21': ''} - for i in [1, 2, 3, 11, 12, 13, 14, 15, 16]: - key = "Label_" + str(i) - values.update({key: ''}) - - keys_to_add = values.keys() - - for ch in tab_Column.findChildren(QtWidgets.QWidget): - if isinstance(ch, QtWidgets.QLineEdit) and ch.text() == "": - QMessageBox.information(QMessageBox(), 'Warning', 'Please fill all the missing parameters!') - return - elif isinstance(ch, QtWidgets.QLineEdit) and ch.text() != "": - if ch.objectName() in keys_to_add: - values[ch.objectName()] = ch.text() - elif isinstance(ch, QtWidgets.QComboBox): - if ch.objectName() in keys_to_add: - values[ch.objectName()] = ch.currentText() - - for k in keys_to_add: - if k in [KEY_SECSIZE, "Label_21", "Label_8"]: - continue - else: - values[key] = float(values[key]) - - if ch: - conn = sqlite3.connect(PATH_TO_DATABASE) - c = conn.cursor() - query = "SELECT count(*) FROM "+table+" WHERE Designation = ?" - c.execute(query, (values[KEY_SECSIZE],)) - data = c.fetchone()[0] - if data == 0: - if table == "RHS": - c.execute('''INSERT INTO RHS (Designation,D,B,T,W,A,Izz,Iyy,Rzz,Ryy, - Zzz,Zyy,Zpz,Zpy,Source) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values[KEY_SECSIZE], values["Label_HS_1"], values["Label_HS_2"], - values["Label_HS_3"], values["Label_HS_11"], values["Label_HS_12"], - values["Label_HS_13"], values["Label_HS_14"], values["Label_HS_15"], - values["Label_HS_16"], values["Label_HS_17"], values["Label_HS_18"], - values["Label_HS_19"], values["Label_HS_20"], values["Label_HS_21"], - )) - conn.commit() - elif table == "SHS": - c.execute('''INSERT INTO SHS (Designation,D,B,T,W,A,Izz,Iyy,Rzz,Ryy, - Zzz,Zyy,Zpz,Zpy,Source) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values[KEY_SECSIZE], values["Label_HS_1"], values["Label_HS_2"], - values["Label_HS_3"], values["Label_HS_11"], values["Label_HS_12"], - values["Label_HS_13"], values["Label_HS_14"], values["Label_HS_15"], - values["Label_HS_16"], values["Label_HS_17"], values["Label_HS_18"], - values["Label_HS_19"], values["Label_HS_20"], values["Label_HS_21"], - )) - conn.commit() - elif table == "CHS": - c.execute('''INSERT INTO CHS (Designation,NB,OD,T,W,A,V,Ves,Vis,I, - Z,R,Rsq,Source) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values[KEY_SECSIZE], values["Label_CHS_1"], values["Label_CHS_2"], - values["Label_CHS_3"], values["Label_HS_11"], values["Label_HS_12"], - values["Label_HS_13"], values["Label_HS_14"], values["Label_HS_15"], - values["Label_HS_16"], values["Label_HS_17"], values["Label_HS_18"], - values["Label_HS_19"], values["Label_HS_20"], values["Label_HS_21"], - )) - conn.commit() - else: - c.execute('''INSERT INTO Columns (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Iz,Iy,rz,ry, - Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_c, Mass_c, Area_c, - D_c, B_c, tw_c, T_c,FlangeSlope_c, - R1_c, R2_c, Iz_c, Iy_c, rz_c, - ry_c, Zz_c, Zy_c, - Zpz_c, Zpy_c, It_c,Iw_c,Source_c, Type)) - conn.commit() - c.close() - conn.close() - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database!') - - else: - QMessageBox.information(QMessageBox(), 'Warning', 'Designation already exists in the database!') - - def add_tab_column(self): - ''' - @author: Umair - ''' - tab_Column = self.tabWidget.tabs.findChild(QtWidgets.QWidget, KEY_DISP_COLSEC) - name = self.tabWidget.tabs.tabText(self.tabWidget.tabs.indexOf(tab_Column)) - #print(tab_Column.findChildren(QtWidgets.QWidget)) - if name in [KEY_DISP_COLSEC, KEY_DISP_SECSIZE]: - table = "Columns" - elif name == KEY_DISP_PRIBM: - table = "Beams" - else: - pass - for ch in tab_Column.findChildren(QtWidgets.QWidget): - if isinstance(ch, QtWidgets.QLineEdit) and ch.text() == "": - QMessageBox.information(QMessageBox(), 'Warning', 'Please fill all the missing parameters!') - # add_col = tab_Column.findChild(QtWidgets.QWidget, 'pushButton_Add_'+KEY_DISP_COLSEC) - # add_col.setDisabled(True) - return - elif isinstance(ch, QtWidgets.QLineEdit) and ch.text() != "": - if ch.objectName() == KEY_SECSIZE or ch.objectName() == KEY_SUPTNGSEC: - Designation_c = ch.text() - elif ch.objectName() == KEY_SOURCE: - Source_c = ch.text() - elif ch.objectName() == 'Label_1': - D_c = float(ch.text()) - elif ch.objectName() == 'Label_2': - B_c = float(ch.text()) - elif ch.objectName() == 'Label_3': - T_c = float(ch.text()) - elif ch.objectName() == 'Label_4': - tw_c = float(ch.text()) - elif ch.objectName() == 'Label_5': - FlangeSlope_c = float(ch.text()) - elif ch.objectName() == 'Label_6': - R1_c = float(ch.text()) - elif ch.objectName() == 'Label_7': - R2_c = float(ch.text()) - elif ch.objectName() == 'Label_11': - Mass_c = float(ch.text()) - elif ch.objectName() == 'Label_12': - Area_c = float(ch.text()) - elif ch.objectName() == 'Label_13': - Iz_c = float(ch.text()) - elif ch.objectName() == 'Label_14': - Iy_c = float(ch.text()) - elif ch.objectName() == 'Label_15': - rz_c = float(ch.text()) - elif ch.objectName() == 'Label_16': - ry_c = float(ch.text()) - elif ch.objectName() == 'Label_17': - Zz_c = float(ch.text()) - elif ch.objectName() == 'Label_18': - Zy_c = float(ch.text()) - elif ch.objectName() == 'Label_19': - if ch.text() == "": - ch.setText("0") - Zpz_c = ch.text() - elif ch.objectName() == 'Label_20': - if ch.text() == "": - ch.setText("0") - Zpy_c = ch.text() - elif ch.objectName() == 'Label_21': - if ch.text() == "": - ch.setText("0") - It_c = ch.text() - elif ch.objectName() == 'Label_22': - if ch.text() == "": - ch.setText("0") - Iw_c = ch.text() - else: - pass - elif isinstance(ch, QtWidgets.QComboBox): - if ch.objectName() == 'Label_8': - Type = ch.currentText() - - # if ch.objectName() == "pushButton_Download_" + name: # If Download button - if ch: - conn = sqlite3.connect(PATH_TO_DATABASE) - c = conn.cursor() - if table == "Beams": - c.execute("SELECT count(*) FROM Beams WHERE Designation = ?", (Designation_c,)) - data = c.fetchone()[0] - else: - c.execute("SELECT count(*) FROM Columns WHERE Designation = ?", (Designation_c,)) - data = c.fetchone()[0] - if data == 0: - if table == "Beams": - c.execute('''INSERT INTO Beams (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Iz,Iy,rz,ry, - Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_c, Mass_c, Area_c, - D_c, B_c, tw_c, T_c,FlangeSlope_c, - R1_c, R2_c, Iz_c, Iy_c, rz_c, - ry_c, Zz_c, Zy_c, - Zpz_c, Zpy_c, It_c,Iw_c,Source_c, Type)) - conn.commit() - else: - c.execute('''INSERT INTO Columns (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Iz,Iy,rz,ry, - Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_c, Mass_c, Area_c, - D_c, B_c, tw_c, T_c,FlangeSlope_c, - R1_c, R2_c, Iz_c, Iy_c, rz_c, - ry_c, Zz_c, Zy_c, - Zpz_c, Zpy_c, It_c,Iw_c,Source_c, Type)) - conn.commit() - c.close() - conn.close() - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database!') - - else: - QMessageBox.information(QMessageBox(), 'Warning', 'Designation already exists in the database!') - - def add_tab_beam(self): - ''' - @author: Umair - ''' - tab_Beam = self.tabWidget.tabs.findChild(QtWidgets.QWidget, KEY_DISP_BEAMSEC) - name = self.tabWidget.tabs.tabText(self.tabWidget.tabs.indexOf(tab_Beam)) - for ch in tab_Beam.findChildren(QtWidgets.QWidget): - if isinstance(ch, QtWidgets.QLineEdit) and ch.text() == "": - QMessageBox.information(QMessageBox(), 'Warning', 'Please fill all the missing parameters!') - add_bm = tab_Beam.findChild(QtWidgets.QWidget, 'pushButton_Add_'+KEY_DISP_BEAMSEC) - add_bm.setDisabled(True) - return - - elif isinstance(ch, QtWidgets.QLineEdit) and ch.text() != "": - - if ch.objectName() == KEY_SECSIZE or ch.objectName() == KEY_SUPTDSEC: - Designation_b = ch.text() - elif ch.objectName() == KEY_SOURCE: - Source_b = ch.text() - elif ch.objectName() == 'Label_1': - D_b = float(ch.text()) - elif ch.objectName() == 'Label_2': - B_b = float(ch.text()) - elif ch.objectName() == 'Label_3': - T_b = float(ch.text()) - elif ch.objectName() == 'Label_4': - tw_b = float(ch.text()) - elif ch.objectName() == 'Label_5': - FlangeSlope_b = float(ch.text()) - elif ch.objectName() == 'Label_6': - R1_b = float(ch.text()) - elif ch.objectName() == 'Label_7': - R2_b = float(ch.text()) - elif ch.objectName() == 'Label_11': - Mass_b = float(ch.text()) - elif ch.objectName() == 'Label_12': - Area_b = float(ch.text()) - elif ch.objectName() == 'Label_13': - Iz_b = float(ch.text()) - elif ch.objectName() == 'Label_14': - Iy_b = float(ch.text()) - elif ch.objectName() == 'Label_15': - rz_b = float(ch.text()) - elif ch.objectName() == 'Label_16': - ry_b = float(ch.text()) - elif ch.objectName() == 'Label_17': - Zz_b = float(ch.text()) - elif ch.objectName() == 'Label_18': - Zy_b = float(ch.text()) - elif ch.objectName() == 'Label_19': - if ch.text() == "": - ch.setText("0") - Zpz_b = ch.text() - elif ch.objectName() == 'Label_20': - if ch.text() == "": - ch.setText("0") - Zpy_b = ch.text() - elif ch.objectName() == 'Label_21': - if ch.text() == "": - ch.setText("0") - I_t = ch.text() - elif ch.objectName() == 'Label_22': - if ch.text() == "": - ch.setText("0") - I_w = ch.text() - else: - pass - elif isinstance(ch, QtWidgets.QComboBox): - if ch.objectName() == 'Label_8': - Type = ch.currentText() - - # if ch.objectName() == "pushButton_Download_" + name: - if ch: - conn = sqlite3.connect(PATH_TO_DATABASE) - - c = conn.cursor() - c.execute("SELECT count(*) FROM Beams WHERE Designation = ?", (Designation_b,)) - data = c.fetchone()[0] - if data == 0: - c.execute('''INSERT INTO Beams (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Iz,Iy,rz,ry,Zz,Zy,Zpz,Zpy, - It,Iw,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_b, Mass_b, Area_b, - D_b, B_b, tw_b, T_b, FlangeSlope_b, - R1_b, R2_b, Iz_b, Iy_b, rz_b, - ry_b, Zz_b, Zy_b, - Zpz_b, Zpy_b,I_t,I_w, Source_b, Type)) - conn.commit() - c.close() - conn.close() - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database.') - else: - QMessageBox.information(QMessageBox(), 'Warning', 'Designation already exists in the database!') - - def add_tab_angle(self): - ''' - @author: Umair - ''' - - tab_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, DISP_TITLE_ANGLE) - tab_name = DISP_TITLE_ANGLE - if tab_Angle == None: - tab_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, DISP_TITLE_CLEAT) - tab_name = DISP_TITLE_CLEAT - if tab_Angle == None: - tab_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, KEY_DISP_SEATED_ANGLE) - tab_name = KEY_DISP_SEATED_ANGLE - if tab_Angle == None: - tab_Angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, KEY_DISP_TOPANGLE) - tab_name = KEY_DISP_TOPANGLE - # tab_cleat_angle = self.tabWidget.tabs.findChild(QtWidgets.QWidget, DISP_TITLE_CLEAT) - # name = self.tabWidget.tabs.tabText(self.tabWidget.tabs.indexOf(tab_Angle)) - if self.add_compound_section(tab_Angle): - return - for ch in tab_Angle.findChildren(QtWidgets.QWidget): - if isinstance(ch, QtWidgets.QLineEdit) and ch.text() == "": - QMessageBox.information(QMessageBox(), 'Warning', 'Please fill all the missing parameters!') - add_bm = tab_Angle.findChild(QtWidgets.QWidget, 'pushButton_Add_'+tab_name) - add_bm.setDisabled(True) - return - - elif isinstance(ch, QtWidgets.QLineEdit) and ch.text() != "": - - if ch.objectName() == KEY_SECSIZE_SELECTED or ch.objectName() == KEY_ANGLE_SELECTED: - Designation_a = ch.text() - elif ch.objectName() == KEY_SOURCE: - Source = ch.text() - elif ch.objectName() == 'Label_1': - a = ch.text() - elif ch.objectName() == 'Label_2': - b = ch.text() - elif ch.objectName() == 'Label_3': - t = float(ch.text()) - elif ch.objectName() == 'Label_4': - R1 = float(ch.text()) - elif ch.objectName() == 'Label_5': - R2 = float(ch.text()) - elif ch.objectName() == 'Label_7': - Cz = float(ch.text()) - elif ch.objectName() == 'Label_8': - Cy = float(ch.text()) - elif ch.objectName() == 'Label_9': - Mass = float(ch.text()) - elif ch.objectName() == 'Label_10': - Area = float(ch.text()) - elif ch.objectName() == 'Label_11': - I_z = float(ch.text()) - elif ch.objectName() == 'Label_12': - I_y = float(ch.text()) - elif ch.objectName() == 'Label_13': - I_u_max = float(ch.text()) - elif ch.objectName() == 'Label_14': - I_v_min = float(ch.text()) - elif ch.objectName() == 'Label_15': - rz = float(ch.text()) - elif ch.objectName() == 'Label_16': - ry = float(ch.text()) - elif ch.objectName() == 'Label_17': - if ch.text() == "": - ch.setText("0") - ru_max = float(ch.text()) - elif ch.objectName() == 'Label_18': - if ch.text() == "": - ch.setText("0") - rv_min = ch.text() - elif ch.objectName() == 'Label_19': - if ch.text() == "": - ch.setText("0") - zz = ch.text() - elif ch.objectName() == 'Label_20': - if ch.text() == "": - ch.setText("0") - zy = ch.text() - elif ch.objectName() == 'Label_21': - if ch.text() == "": - ch.setText("0") - zpz = ch.text() - elif ch.objectName() == 'Label_22': - if ch.text() == "": - ch.setText("0") - zpy = ch.text() - elif ch.objectName() == 'Label_23': - if ch.text() == "": - ch.setText("0") - It = ch.text() - - else: - pass - elif isinstance(ch, QtWidgets.QComboBox): - if ch.objectName() == 'Label_6': - Type = ch.currentText() - - # if ch.objectName() == "pushButton_Download_" + name: - if ch: - conn = sqlite3.connect(PATH_TO_DATABASE) - - c = conn.cursor() - - c.execute("SELECT count(*) FROM Angles WHERE Designation = ?", (Designation_a,)) - data = c.fetchone()[0] - if data == 0: - c.execute('''INSERT INTO Angles (Designation,Mass,Area,a,b,t,R1,R2,Cz,Cy,Iz,Iy,Iumax,Ivmin,rz,ry, - rumax,rvmin,Zz,Zy,Zpz,Zpy,It,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_a, Mass, Area, - a,b, t, R1, R2, Cz,Cy,I_z,I_y,I_u_max, - I_v_min, rz, ry, ru_max, rv_min,zz,zy,zpz,zpy,It,Source,Type)) - conn.commit() - c.close() - conn.close() - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database.') - else: - QMessageBox.information(QMessageBox(), 'Warning', 'Designation already exists in the database!') - - def add_tab_channel(self): - ''' - @author: Umair - ''' - tab_Channel = self.tabWidget.tabs.findChild(QtWidgets.QWidget, DISP_TITLE_CHANNEL) - - if self.add_compound_section(tab_Channel): - return - - name = self.tabWidget.tabs.tabText(self.tabWidget.tabs.indexOf(tab_Channel)) - for ch in tab_Channel.findChildren(QtWidgets.QWidget): - if isinstance(ch, QtWidgets.QLineEdit) and ch.text() == "": - QMessageBox.information(QMessageBox(), 'Warning', 'Please fill all the missing parameters!') - add_bm = tab_Channel.findChild(QtWidgets.QWidget, 'pushButton_Add_'+DISP_TITLE_ANGLE) - add_bm.setDisabled(True) - return - - elif isinstance(ch, QtWidgets.QLineEdit) and ch.text() != "": - - if ch.objectName() == KEY_SECSIZE_SELECTED: - Designation_c = ch.text() - elif ch.objectName() == KEY_SOURCE: - Source = ch.text() - elif ch.objectName() == 'Label_1': - B = float(ch.text()) - elif ch.objectName() == 'Label_2': - T = float(ch.text()) - elif ch.objectName() == 'Label_3': - D = float(ch.text()) - elif ch.objectName() == 'Label_13': - t_w = float(ch.text()) - elif ch.objectName() == 'Label_14': - Flange_Slope = float(ch.text()) - elif ch.objectName() == 'Label_4': - R1 = float(ch.text()) - elif ch.objectName() == 'Label_5': - R2 = float(ch.text()) - elif ch.objectName() == 'Label_9': - Mass = float(ch.text()) - elif ch.objectName() == 'Label_10': - Area = float(ch.text()) - elif ch.objectName() == 'Label_17': - if ch.text() == "": - ch.setText("0") - cy = float(ch.text()) - elif ch.objectName() == 'Label_11': - I_z = float(ch.text()) - elif ch.objectName() == 'Label_12': - I_y = float(ch.text()) - elif ch.objectName() == 'Label_15': - rz = float(ch.text()) - elif ch.objectName() == 'Label_16': - ry = float(ch.text()) - - elif ch.objectName() == 'Label_19': - if ch.text() == "": - ch.setText("0") - zz = ch.text() - elif ch.objectName() == 'Label_20': - if ch.text() == "": - ch.setText("0") - zy = ch.text() - elif ch.objectName() == 'Label_21': - if ch.text() == "": - ch.setText("0") - zpz = ch.text() - elif ch.objectName() == 'Label_22': - if ch.text() == "": - ch.setText("0") - zpy = ch.text() - elif ch.objectName() == 'Label_26': - if ch.text() == "": - ch.setText("0") - It = ch.text() - elif ch.objectName() == 'Label_27': - if ch.text() == "": - ch.setText("0") - Iw = ch.text() - - else: - pass - elif isinstance(ch, QtWidgets.QComboBox): - if ch.objectName() == 'Label_6': - Type = ch.currentText() - - # if ch.objectName() == "pushButton_Download_" + name: - if ch: - conn = sqlite3.connect(PATH_TO_DATABASE) - - c = conn.cursor() - c.execute("SELECT count(*) FROM Channels WHERE Designation = ?", (Designation_c,)) - data = c.fetchone()[0] - if data == 0: - c.execute('''INSERT INTO Channels (Designation,Mass, Area,D,B,tw,T,FlangeSlope, R1, R2,Cy,Iz,Iy, - rz, ry,Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (Designation_c, Mass, Area,D,B,t_w,T, - Flange_Slope, R1, R2,cy,I_z,I_y, rz, ry,zz,zy,zpz,zpy,It, Iw,Source,Type)) - conn.commit() - c.close() - conn.close() - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database.') - else: - QMessageBox.information(QMessageBox(), 'Warning', 'Designation already exists in the database!') - - def add_compound_section(self, tab): - if tab.findChild(QWidget, KEY_SEC_PROFILE): - if tab.findChild(QWidget, KEY_SEC_PROFILE).text() in ['Back to Back Angles', 'Star Angles', 'Back to Back Channels']: - QMessageBox.information(QMessageBox(), "Information", "To create new compound section please add as single section") - return True - else: - return False - else: - return False - - def download_Database(self, table, call_type="database"): - - fileName, _ = QFileDialog.getSaveFileName(QFileDialog(), "Download File", os.path.join(os.getcwd(), str(table+"_Details.xlsx")), - "SectionDetails(*.xlsx)") - if not fileName: - return - try: - conn = sqlite3.connect(PATH_TO_DATABASE) - c = conn.cursor() - header = get_db_header(table) - wb = openpyxl.Workbook() - sheet = wb.create_sheet(table, 0) - - col = 1 - for head in header: - sheet.cell(row=1, column=col).value = head - col += 1 - if call_type != "header": - if table == 'Columns': - c.execute("SELECT * FROM Columns") - elif table == 'Beams': - c.execute("SELECT * FROM Beams") - elif table == 'Angles': - c.execute("SELECT * FROM Angles") - elif table == 'Channels': - c.execute("SELECT * FROM Channels") - data = c.fetchall() - conn.commit() - c.close() - row = 2 - for rows in data: - col = 1 - for cols in range(len(header)): - sheet.cell(row=row, column=col).value = rows[col - 1] - col += 1 - row += 1 - wb.save(fileName) - QMessageBox.information(QMessageBox(), 'Information', 'Your File is Downloaded.') - - except IOError: - QMessageBox.information(QMessageBox(), "Unable to save file", - "There was an error saving \"%s\"" % fileName) - return - - # def download_Database_Beam(self): - # file_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles", "add_sections.xlsx"))) - # shutil.copyfile(file_path, os.path.join(str(self.folder), "images_html", "add_sections.xlsx")) - # QMessageBox.information(QMessageBox(), 'Information', 'Your File is Downloaded in your selected workspace') - # # self.ui.pushButton_Import_Beam.setEnabled(True) - - def import_section(self, tab_name): - fileName, _ = QFileDialog.getOpenFileName(QFileDialog(), "Open File", os.getcwd(), - "SectionDetails(*.xlsx)") - if not fileName: - return - try: - wb = openpyxl.load_workbook(fileName) - if tab_name in wb.sheetnames: - if wb.sheetnames.count(tab_name) > 1: - QMessageBox.information(QMessageBox(), 'Information', - str(' File contains multiple ' + tab_name + ' Sheet.')) - return - - sheet = wb[tab_name] - header = [] - for cell in sheet[1]: - header.append(str(cell.value)) - if header == get_db_header(tab_name): - conn = sqlite3.connect(PATH_TO_DATABASE) - discarded = [] - ignored = [] - values = {} - for rows in range(2, sheet.max_row + 1): - for cols in range(1, len(header)+1): - key = header[cols - 1] - val = sheet.cell(row=rows, column=cols).value - if self.import_db_validation(tab_name, key, val): - values.update({key: val}) - else: - discarded.append(sheet[rows][1].value) - break - c = conn.cursor() - if tab_name == 'Columns': - c.execute("SELECT count(*) FROM Columns WHERE Designation = ?", (values['Designation'],)) - elif tab_name == 'Beams': - c.execute("SELECT count(*) FROM Beams WHERE Designation = ?", (values['Designation'],)) - elif tab_name == 'Angles': - c.execute("SELECT count(*) FROM Angles WHERE Designation = ?", (values['Designation'],)) - elif tab_name == 'Channels': - c.execute("SELECT count(*) FROM Channels WHERE Designation = ?", (values['Designation'],)) - - data = c.fetchone()[0] - if data == 0: - values['Source'] = 'Custom' - if tab_name == 'Columns': - c.execute('''INSERT INTO Columns (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2, - Iz,Iy,rz,ry,Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES - (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values['Designation'], values['Mass'], values['Area'], values['D'], - values['B'], values['tw'], values['T'], values['FlangeSlope'], - values['R1'], values['R2'], values['Iz'], values['Iy'], values['rz'], - values['ry'], values['Zz'], values['Zy'], values['Zpz'], values['Zpy'], - values['It'], values['Iw'], values['Source'], values['Type'])) - elif tab_name == 'Beams': - c.execute('''INSERT INTO Beams (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2, - Iz,Iy,rz,ry,Zz,Zy,Zpz,Zpy,It,Iw,Source,Type) VALUES - (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values['Designation'], values['Mass'], values['Area'], values['D'], - values['B'], values['tw'], values['T'], values['FlangeSlope'], - values['R1'], values['R2'], values['Iz'], values['Iy'], values['rz'], - values['ry'], values['Zz'], values['Zy'], values['Zpz'], values['Zpy'], - values['It'], values['Iw'], values['Source'], values['Type'])) - elif tab_name == 'Angles': - c.execute('''INSERT INTO Angles (Designation,Mass,Area,a,b,t,R1,R2,Cz,Cy,Iz,Iy,Iumax, - Ivmin,rz,ry,rumax,rvmin,Zz,Zy,Zpz,Zpy,It,Source,Type) VALUES - (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values['Designation'], values['Mass'], values['Area'], values['a'], - values['b'], values['t'], values['R1'], values['R2'], values['Cz'], - values['Cy'], values['Iz'], values['Iy'], values['Iumax'], values['Ivmin'], - values['rz'], values['ry'], values['rumax'], values['rvmin'], values['Zz'], - values['Zy'], values['Zpz'], values['Zpy'], values['It'], values['Source'], - values['Type'])) - elif tab_name == 'Channels': - c.execute('''INSERT INTO Channels (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Cy, - Iz,Iy,rz,ry,Zz,Zy,Zpz,Zpy,Source,Type) VALUES - (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - (values['Designation'], values['Mass'], values['Area'], values['D'], - values['B'], values['tw'], values['T'], values['FlangeSlope'], values['R1'], - values['R2'], values['Cy'], values['Iz'], values['Iy'], values['rz'], - values['ry'], values['Zz'], values['Zy'], values['Zpz'], values['Zpy'], - values['Source'], values['Type'])) - - conn.commit() - c.close() - - else: - ignored.append(values['Designation']) - - conn.close() - message = QMessageBox() - message.setWindowTitle('Successful') - message.addButton(message.Ok) - message.setText('File data is imported successfully to the database.') - if discarded or ignored: - rejected = message.addButton('Rejected Sections', message.ActionRole) - rejected.clicked.connect(lambda: self.import_validation_dialog(discarded, ignored)) - message.exec() - else: - QMessageBox.information(QMessageBox(), 'Information', - str(str(tab_name) + ' Sheet has headers different than database.')) - - else: - QMessageBox.information(QMessageBox(), 'Information', str(' File does not contain '+str(tab_name)+' Sheet.')) - - except IOError: - QMessageBox.information(QMessageBox(), "Unable to open file", - "There was an error opening \"%s\"" % fileName) - return - - def import_db_validation(self, tab, key, value): - - if key in ['Mass', 'Area', 'D', 'B', 'tw', 'T', 'FlangeSlope', 'R1', 'R2', 'Iz', 'Iy', 'rz', 'ry', 'Zz', 'Zy', - 'Zpz', 'Zpy', 'It', 'Iw']: - return isinstance(value, int) or isinstance(value, float) - else: - return True - - def import_validation_dialog(self, discarded, ignored): - - dialog = QDialog() - dialog.setWindowTitle('Rejected Sections') - vlayout = QVBoxLayout(dialog) - height = 200 - total = len(discarded)+len(ignored) - if 0 < total < 30: - height += total*10 - else: - height = 500 - dialog.resize(400, height) - dialog.setLayout(vlayout) - if discarded: - scroll_discarded = QScrollArea(dialog) - vlayout.addWidget(scroll_discarded) - scroll_discarded.setWidgetResizable(True) - scroll_discarded.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - widget_discarded = QWidget(scroll_discarded) - layout_discarded = QVBoxLayout(widget_discarded) - widget_discarded.setLayout(layout_discarded) - label_discarded = QLabel("These values were rejected in the validation checks.") - layout_discarded.addWidget(label_discarded) - scroll_discarded.setWidget(widget_discarded) - text_discarded = QTextBrowser() - layout_discarded.addWidget(text_discarded) - for d in discarded: - text_discarded.append(d) - if ignored: - scroll_ignored = QScrollArea(dialog) - vlayout.addWidget(scroll_ignored) - scroll_ignored.setWidgetResizable(True) - scroll_ignored.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - widget_ignored = QWidget(scroll_ignored) - layout_ignored = QVBoxLayout(widget_ignored) - widget_ignored.setLayout(layout_ignored) - label_ignored = QLabel("These values were ignored because they already exist in the database.") - layout_ignored.addWidget(label_ignored) - scroll_ignored.setWidget(widget_ignored) - text_ignored = QTextBrowser() - layout_ignored.addWidget(text_ignored) - for i in ignored: - text_ignored.append(i) - dialog.exec() - - # self.ui.pushButton_Import_Column.setDisabled(True) - - # def import_BeamPref(self): - # wb = openpyxl.load_workbook(os.path.join(str(self.folder), "images_html", "add_sections.xlsx")) - # sheet = wb['First Sheet'] - # conn = sqlite3.connect('ResourceFiles/Database/Intg_osdag.sqlite') - # - # for rowNum in range(2, sheet.max_row + 1): - # designation = sheet.cell(row=rowNum, column=2).value - # mass = sheet.cell(row=rowNum, column=3).value - # area = sheet.cell(row=rowNum, column=4).value - # d = sheet.cell(row=rowNum, column=5).value - # b = sheet.cell(row=rowNum, column=6).value - # tw = sheet.cell(row=rowNum, column=7).value - # t = sheet.cell(row=rowNum, column=8).value - # flangeSlope = sheet.cell(row=rowNum, column=9).value - # r1 = sheet.cell(row=rowNum, column=10).value - # r2 = sheet.cell(row=rowNum, column=11).value - # iz = sheet.cell(row=rowNum, column=12).value - # iy = sheet.cell(row=rowNum, column=13).value - # rz = sheet.cell(row=rowNum, column=14).value - # ry = sheet.cell(row=rowNum, column=15).value - # zz = sheet.cell(row=rowNum, column=16).value - # zy = sheet.cell(row=rowNum, column=17).value - # zpz = sheet.cell(row=rowNum, column=18).value - # zpy = sheet.cell(row=rowNum, column=19).value - # source = sheet.cell(row=rowNum, column=20).value - # - # c = conn.cursor() - # c.execute("SELECT count(*) FROM Beams WHERE Designation = ?", (designation,)) - # data = c.fetchone()[0] - # if data == 0: - # c.execute('''INSERT INTO Beams (Designation,Mass,Area,D,B,tw,T,FlangeSlope,R1,R2,Iz,Iy,rz,ry, - # Zz,zy,Zpz,Zpy,Source) VALUES (?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?,?)''', - # (designation, mass, area, - # d, b, tw, t, - # flangeSlope, r1 - # , - # r2, iz, iy, rz, ry, - # zz, zy - # , - # zpz, zpy, source)) - # conn.commit() - # c.close() - # - # conn.close() - # QMessageBox.information(QMessageBox(), 'Successful', ' File data is imported successfully to the database.') - # self.ui.pushButton_Import_Beam.setDisabled(True) - - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Column), _translate("DesignPreferences", "Column")) - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Beam), _translate("DesignPreferences", "Beam")) - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Bolt), _translate("DesignPreferences", "Bolt")) - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Weld), _translate("DesignPreferences", "Weld")) - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Detailing), _translate("DesignPreferences", "Detailing")) - # self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_Design), _translate("DesignPreferences", "Design")) - - -class DesignPreferences(): - - def __init__(self, main, module_window, input_dictionary, parent=None): - - self.ui = Window( main, input_dictionary) - - #self.ui.setupUi(self, main, input_dictionary) - #self.ui.show() - self.main_controller = parent - #self.uiobj = self.main_controller.uiObj - self.module_window = module_window - self.saved = None - self.flag = False - self.sectionalprop = I_sectional_Properties() - #self.ui.btn_save.hide() - self.ui.btn_save.clicked.connect(self.close_designPref) - self.ui.btn_defaults.clicked.connect(lambda: self.default_fn(main, input_dictionary)) - self.module = main.module_name(main) - self.main = main - self.window_close_flag = True - self.changes = None - - def show(self): - resolution = QtWidgets.QDesktopWidget().screenGeometry() - width = resolution.width() - height = resolution.height() - # self.ui.resize(width*(0.67),height*(0.60)) - self.ui.resize(width * 0.7, height * 0.6) - # self.ui.center() - # self.ui.tabWidget.resize(width * (0.67), height * (0.60)) - self.ui.setWindowFlag(Qt.WindowMinimizeButtonHint, True) - self.ui.setWindowFlag(Qt.WindowMaximizeButtonHint, True) - self.ui.center() - self.changes = self.ui.exec_() - if self.changes != QDialog.Accepted: - self.flag = False - self.module_window.prev_inputs = self.module_window.input_dock_inputs - - def default_fn(self, main, input_dictionary): - ''' - @author: Umair - ''' - tab_Bolt = self.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, "Bolt") - tab_Weld = self.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, "Weld") - tab_Detailing = self.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, "Detailing") - tab_Design = self.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, "Design") - - bolt_values_dictionary = {} - weld_values_dictionary = {} - design_values_dictionary = {} - detailing_values_dictionary = {} - - if tab_Bolt is not None: - for i in main.bolt_values(main, input_dictionary): - if i[2] in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - bolt_values_dictionary.update( - {i[0]: str(main.get_values_for_design_pref(main, i[0], input_dictionary))}) - - for children in tab_Bolt.findChildren(QtWidgets.QWidget): - if children.objectName() in bolt_values_dictionary.keys(): - if type(children) == QLineEdit: - children.setText(bolt_values_dictionary[children.objectName()]) - # if bolt_values_dictionary[children.objectName()==0: - # children.textEdit.setDisabled(True) - - elif type(children) == QComboBox: - children.setCurrentText(bolt_values_dictionary[children.objectName()]) - else: - pass - - if tab_Weld is not None: - for i in main.weld_values(main, input_dictionary): - if i[2] in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - weld_values_dictionary.update( - {i[0]: str(main.get_values_for_design_pref(main, i[0], input_dictionary))}) - - for children in tab_Weld.findChildren(QtWidgets.QWidget): - if children.objectName() in weld_values_dictionary.keys(): - if type(children) == QLineEdit: - children.setText(weld_values_dictionary[children.objectName()]) - elif type(children) == QComboBox: - children.setCurrentText(weld_values_dictionary[children.objectName()]) - else: - pass - - if tab_Detailing is not None: - for i in main.detailing_values(main, input_dictionary): - if i[2] in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - detailing_values_dictionary.update( - {i[0]: str(main.get_values_for_design_pref(main, i[0], input_dictionary))}) - - for children in tab_Detailing.findChildren(QtWidgets.QWidget): - if children.objectName() in detailing_values_dictionary.keys(): - if type(children) == QLineEdit: - children.setText(detailing_values_dictionary[children.objectName()]) - elif type(children) == QComboBox: - children.setCurrentText(detailing_values_dictionary[children.objectName()]) - else: - pass - - if tab_Design is not None: - for i in main.design_values(main, input_dictionary): - if i[2] in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - design_values_dictionary.update( - {i[0]: str(main.get_values_for_design_pref(main, i[0], input_dictionary))}) - - for children in tab_Design.findChildren(QtWidgets.QWidget): - if children.objectName() in design_values_dictionary.keys(): - if type(children) == QLineEdit: - children.setText(design_values_dictionary[children.objectName()]) - elif type(children) == QComboBox: - children.setCurrentText(design_values_dictionary[children.objectName()]) - else: - pass - - def highlight_slipfactor_description(self): - """Highlight the description of currosponding slipfactor on selection of inputs - Note : This routine is not in use in current version - :return: - """ - slip_factor = str(self.ui.combo_slipfactor.currentText()) - self.textCursor = QTextCursor(self.ui.textBrowser.document()) - cursor = self.textCursor - # Setup the desired format for matches - format = QTextCharFormat() - format.setBackground(QBrush(QColor("red"))) - # Setup the regex engine - pattern = str(slip_factor) - regex = QRegExp(pattern) - # Process the displayed document - pos = 0 - index = regex.indexIn(self.ui.textBrowser.toPlainText(), pos) - while (index != -1): - # Select the matched text and apply the desired format - cursor.setPosition(index) - cursor.movePosition(QTextCursor.EndOfLine, 1) - # cursor.movePosition(QTextCursor.EndOfWord, 1) - cursor.mergeCharFormat(format) - # Move to the next match - pos = index + regex.matchedLength() - index = regex.indexIn(self.ui.textBrowser.toPlainText(), pos) - - - def fu_fy_validation_connect(self, fu_fy_list, f, m): - f.textChanged.connect(lambda: self.fu_fy_validation(fu_fy_list, f, m)) - - def fu_fy_validation(self, fu_fy_list, textbox, material_key): - self.window_close_flag = False - # self.rejected.disconnect() - # self.rejected.connect(self.closeEvent_accept) - #print(fu_fy_list[0].text(), fu_fy_list[1].text()) - if "" not in [fu_fy_list[0].text(), fu_fy_list[1].text()]: - fu = float(fu_fy_list[0].text()) - fy = float(fu_fy_list[1].text()) - material = material_key.currentText() - - else: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: black;") - return - - if fu and fy: - if 'Ultimate_Strength' in textbox.objectName(): - - if fu < 290 or fu > 639: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: red;") - self.window_close_flag = False - self.rejected.connect(self.closeEvent) - return - else: - - fu_limits = self.get_limits_for_fu(str(material)) - - if fu_limits['lower'] <= fu <= fu_limits['upper']: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: black;") - self.window_close_flag = True - self.rejected.connect(self.closeEvent) - return - else: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: red;") - self.window_close_flag = False - self.rejected.connect(self.closeEvent) - return - - if 'Yield_Strength' in textbox.objectName(): - if fy < 165 or fy > 499: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: red;") - self.window_close_flag = False - self.rejected.connect(self.closeEvent) - return - - else: - - fy_limits = self.get_limits_for_fy(str(material)) - if fy_limits['lower'] <= fy <= fy_limits['upper']: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: black;") - self.window_close_flag = True - self.rejected.connect(self.closeEvent) - return - else: - textbox.setStyleSheet("border: 1 px; border-style: solid; border-color: red;") - self.window_close_flag = False - self.rejected.connect(self.closeEvent) - return - - def get_limits_for_fu(self, material_grade): - - lower_fu = {'E 165 (Fe 290)': 290, - 'E 250 (Fe 410 W)A': 410, - 'E 250 (Fe 410 W)B': 410, - 'E 250 (Fe 410 W)C': 410, - 'E 300 (Fe 440)': 440, - 'E 350 (Fe 490)': 490, - 'E 410 (Fe 540)': 540, - 'E 450 (Fe 570)D': 570, - 'E 450 (Fe 590) E': 590}[material_grade] - - upper_fu = {'E 165 (Fe 290)': 409, - 'E 250 (Fe 410 W)A': 439, - 'E 250 (Fe 410 W)B': 439, - 'E 250 (Fe 410 W)C': 439, - 'E 300 (Fe 440)': 489, - 'E 350 (Fe 490)': 539, - 'E 410 (Fe 540)': 569, - 'E 450 (Fe 570)D': 589, - 'E 450 (Fe 590) E': 639}[material_grade] - - return {'lower': lower_fu, 'upper': upper_fu} - - def get_limits_for_fy(self, material_grade): - - lower_fy = {'E 165 (Fe 290)': 165, - 'E 250 (Fe 410 W)A': 230, - 'E 250 (Fe 410 W)B': 230, - 'E 250 (Fe 410 W)C': 230, - 'E 300 (Fe 440)': 280, - 'E 350 (Fe 490)': 320, - 'E 410 (Fe 540)': 380, - 'E 450 (Fe 570)D': 420, - 'E 450 (Fe 590) E': 420}[material_grade] - - upper_fy = {'E 165 (Fe 290)': 249, - 'E 250 (Fe 410 W)A': 299, - 'E 250 (Fe 410 W)B': 299, - 'E 250 (Fe 410 W)C': 299, - 'E 300 (Fe 440)': 349, - 'E 350 (Fe 490)': 409, - 'E 410 (Fe 540)': 449, - 'E 450 (Fe 570)D': 499, - 'E 450 (Fe 590) E': 499}[material_grade] - - return {'lower': lower_fy, 'upper': upper_fy} - - def closeEvent(self, event): - if self.window_close_flag: - event.accept() - # self.module_window.prev_inputs = self.module_window.input_dock_inputs - else: - QMessageBox.warning(self, "Error", "Select correct values for fu and fy!") - event.ignore() - - def close_designPref(self): - self.ui.accept() - - # def closeEvent(self, QCloseEvent): - # self.save_designPref_para() - # QCloseEvent.accept() diff --git a/gui/customized_popup.py b/gui/customized_popup.py deleted file mode 100644 index da8d5e0c1..000000000 --- a/gui/customized_popup.py +++ /dev/null @@ -1,247 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_customized_popup.ui' -# -# Created by: PyQt5 UI code generator 5.13.2 -# -# WARNING! All changes made in this file will be lost! - - -from PyQt5 import QtCore, QtGui, QtWidgets -from PyQt5.QtWidgets import QMessageBox, qApp, QListWidget, QListWidgetItem, QApplication -import sys -import sqlite3 -from PyQt5.QtCore import pyqtSlot -#from PyQt5.QtCore import pyqtSlot -from PyQt5.QtWidgets import QDialog -from get_DPI_scale import scale -#from .ui_template import * - - -class My_ListWidget(QListWidget): - - def addItems(self, Iterable, p_str=None): - QListWidget.addItems(self, Iterable) - - def addItem(self, *__args): - QListWidget.addItem(self, My_ListWidgetItem(__args[0])) - - -class My_ListWidgetItem(QListWidgetItem): - - def __lt__(self, other): - try: - import re - self_text = str(re.sub("[^0-9]", "", self.text())) - other_text = str(re.sub("[^0-9]", "", other.text())) - return float(self_text) < float(other_text) - except Exception: - return QListWidgetItem.__lt__(self, other) - - -class Ui_Popup(object): - - - def setupUi(self, MainWindow, disabled_values, note): - MainWindow.setObjectName("MainWindow") - MainWindow.resize(scale*540, scale*470) - self.disabled_values = disabled_values - self.note = note - self.label = QtWidgets.QLabel(MainWindow) - self.label.setGeometry(QtCore.QRect(20, 20, 150, 30)) - self.label.setObjectName("label") - self.label_2 = QtWidgets.QLabel(MainWindow) - self.label_2.setGeometry(QtCore.QRect(scale*320, 20, 150, 30)) - self.label_2.setObjectName("label_2") - # self.listWidget = QtWidgets.QListWidget(MainWindow) - self.listWidget = My_ListWidget(MainWindow) - self.listWidget.setGeometry(QtCore.QRect(20, 50, scale*180, scale*300)) - self.listWidget.setObjectName("listWidget") - self.listWidget.setSortingEnabled(True) - self.listWidget.setSelectionMode(QtWidgets.QAbstractItemView.ExtendedSelection) - self.listWidget.itemDoubleClicked.connect(self.move_to_selected) - # self.listWidget_2 = QtWidgets.QListWidget(MainWindow) - self.listWidget_2 = My_ListWidget(MainWindow) - - self.listWidget_2.setGeometry(QtCore.QRect(scale*320, 50, scale*180, scale*300)) - self.listWidget_2.setObjectName("listWidget_2") - self.listWidget_2.setSortingEnabled(True) - self.listWidget_2.setSelectionMode(QtWidgets.QAbstractItemView.ExtendedSelection) - self.listWidget_2.itemDoubleClicked.connect(self.move_to_available) - self.pushButton = QtWidgets.QPushButton(MainWindow) - self.pushButton.setGeometry(QtCore.QRect(scale*225, scale*140, scale*70, scale*30)) - self.pushButton.setObjectName("pushButton") - self.pushButton.setAutoDefault(False) - self.pushButton_2 = QtWidgets.QPushButton(MainWindow) - self.pushButton_2.setGeometry(QtCore.QRect(scale*225, scale*180, scale*70, scale*30)) - self.pushButton_2.setObjectName("pushButton_2") - self.pushButton_2.setAutoDefault(False) - self.pushButton_3 = QtWidgets.QPushButton(MainWindow) - self.pushButton_3.setGeometry(QtCore.QRect(scale*225, scale*220, scale*70, scale*30)) - self.pushButton_3.setObjectName("pushButton_3") - self.pushButton_3.setAutoDefault(False) - self.pushButton_4 = QtWidgets.QPushButton(MainWindow) - self.pushButton_4.setGeometry(QtCore.QRect(scale*225, scale*260, scale*70, scale*30)) - self.pushButton_4.setObjectName("pushButton_4") - self.pushButton_4.setAutoDefault(False) - self.pushButton_5 = QtWidgets.QPushButton(MainWindow) - self.pushButton_5.setGeometry(QtCore.QRect(scale*190, scale*400, scale*140, scale*35)) - self.pushButton_5.setObjectName("pushButton_5") - self.pushButton_5.setDefault(True) - if self.note != "": - self.note_label = QtWidgets.QLabel(MainWindow) - self.note_label.setGeometry(QtCore.QRect(20, scale * 450, scale * 320, scale * 150)) - self.note_label.setObjectName("note_label") - self.note_label.setText("Note: "+self.note) - self.note_label.setStyleSheet("background-color: white;") - self.note_label.resize(QtCore.QSize(self.note_label.sizeHint())) - MainWindow.resize(scale * 540, scale * 550) - self.connections(MainWindow) - self.retranslateUi(MainWindow) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - self.update_buttons_status() - - def retranslateUi(self, Form): - _translate = QtCore.QCoreApplication.translate - Form.setWindowTitle(_translate("MainWindow", "Customized")) - self.label.setText(_translate("MainWindow", "Available:")) - self.label_2.setText(_translate("MainWindow", "Selected:")) - self.pushButton.setText(_translate("MainWindow", ">>")) - self.pushButton_2.setText(_translate("MainWindow", ">")) - self.pushButton_3.setText(_translate("MainWindow", "<")) - self.pushButton_4.setText(_translate("MainWindow", "<<")) - self.pushButton_5.setText(_translate("MainWindow", "Submit")) - - def connections(self,MainWindow): - self.listWidget.itemSelectionChanged.connect(self.update_buttons_status) - self.listWidget_2.itemSelectionChanged.connect(self.update_buttons_status) - self.pushButton_2.clicked.connect(self.on_mBtnMoveToAvailable_clicked) - self.pushButton_3.clicked.connect(self.on_mBtnMoveToSelected_clicked) - self.pushButton_4.clicked.connect(self.on_mButtonToAvailable_clicked) - self.pushButton.clicked.connect(self.on_mButtonToSelected_clicked) - self.pushButton_5.clicked.connect(self.get_right_elements) - self.pushButton_5.clicked.connect(lambda: self.is_empty(MainWindow)) - - def is_empty(self,MainWindow): - - # Function to check whether values are selected or not. - # @author: Amir - - if len(self.get_right_elements()) == 0: - self.error_message = QtWidgets.QMessageBox() - self.error_message.setWindowTitle('Information') - self.error_message.setIcon(QtWidgets.QMessageBox.Critical) - self.error_message.setText('Please Select some values.') - self.error_message.exec() - else: - MainWindow.close() - - - def update_buttons_status(self): - self.pushButton_2.setDisabled(not bool(self.listWidget.selectedItems())) - self.pushButton_3.setDisabled(not bool(self.listWidget_2.selectedItems())) - - def on_mBtnMoveToAvailable_clicked(self): - """ - Functions to move Values from Availabe listWidget to Selected ListWidget and vice versa on clicking the respective buttons - """ - # @author : Arsil - items = self.listWidget.selectedItems() - for i in range(len(items)): - self.listWidget_2.addItem(self.listWidget.selectedItems()[i].text()) - for item in self.listWidget.selectedItems(): - self.listWidget.takeItem(self.listWidget.row(item)) - - def on_mBtnMoveToSelected_clicked(self): - items = self.listWidget_2.selectedItems() - for i in range(len(items)): - self.listWidget.addItem(self.listWidget_2.selectedItems()[i].text()) - for item in self.listWidget_2.selectedItems(): - self.listWidget_2.takeItem(self.listWidget_2.row(item)) - - def on_mButtonToAvailable_clicked(self): - while self.listWidget_2.count() > 0: - self.listWidget.addItem(self.listWidget_2.takeItem(0)) - - def on_mButtonToSelected_clicked(self): - while self.listWidget.count() > 0: - self.listWidget_2.addItem(self.listWidget.takeItem(0)) - - - def addAvailableItems(self,items,KEY_EXISTINGVAL_CUSTOMIZED): - # Function to addItems from one listWidget to another - - # @author : Amir - - self.listWidget_2.clear() - #self.listWidget_2.addItems(items) - if items not in KEY_EXISTINGVAL_CUSTOMIZED: - for item in KEY_EXISTINGVAL_CUSTOMIZED: - # self.listWidget_2.addItems(KEY_EXISTINGVAL_CUSTOMIZED) - if item in self.disabled_values: - continue - self.listWidget_2.addItem(item) - - a = list(set(items) - set(KEY_EXISTINGVAL_CUSTOMIZED)) - for item_a in list(set(a + self.disabled_values)): - self.listWidget.addItem(item_a) - # self.listWidget.addItems(a) - else: - for it in items: - self.listWidget_2.addItem(it) - - for all_items in [self.listWidget.item(i) for i in range(self.listWidget.count())]: - if all_items.text() in self.disabled_values: - all_items.setFlags(QtCore.Qt.NoItemFlags) - - # self.listWidget_2.addItems(items) - # def addAvailableItems1(self,items1,KEY_EXISTINGVAL_CUSTOMIZED): - # self.listWidget_2.clear() - # if items1 != KEY_EXISTINGVAL_CUSTOMIZED and KEY_EXISTINGVAL_CUSTOMIZED != []: - # self.listWidget_2.addItems(KEY_EXISTINGVAL_CUSTOMIZED) - # else: - # self.listWidget_2.addItems(items1) - - # def get_left_elements(self): - # r = [] - # for i in range(self.listWidget.count()): - # it = self.listWidget.item(i) - # - # r.append(it.text()) - # r[i] = int(r[i]) - # r.sort() - # return r - - def get_right_elements(self): - - # Function to get the selected (i.e. thr right elements) elements - - # @author: Amir - - - - - r = [] - for i in range(self.listWidget_2.count()): - it = self.listWidget_2.item(i) - r.append(it.text()) - return r - - def move_to_selected(self, item): - self.listWidget_2.addItem(item.text()) - self.listWidget.takeItem(self.listWidget.row(item)) - - def move_to_available(self, item): - self.listWidget.addItem(item.text()) - self.listWidget_2.takeItem(self.listWidget_2.row(item)) - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - MainWindow = QtWidgets.QDialog() - # def on_pushButton_clicked(): - # Mainwindow.exec_() - ui = Ui_Popup() - ui.setupUi(MainWindow) - print(MainWindow.exec()) - sys.exit(app.exec_()) diff --git a/gui/drawing_2D_BBFlush.py b/gui/drawing_2D_BBFlush.py deleted file mode 100644 index 2dc317753..000000000 --- a/gui/drawing_2D_BBFlush.py +++ /dev/null @@ -1,1775 +0,0 @@ -''' -Created on 24-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class FlushEndPlate(object): - def __init__(self, input_dict, output_dict, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - self.beam_length_L1 = 700 - self.beam_length_L2 = 700 - - self.beam_depth_D1 = int(beam_data["D"]) - self.beam_depth_D2 = self.beam_depth_D1 - - self.beam_designation = beam_data['Designation'] - - self.beam_width_B1 = int(beam_data["B"]) - self.beam_width_B2 = self.beam_width_B1 - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = self.plate_thickness_p1 - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - self.plate_width_B2 = self.plate_width_B1 - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - self.plate_length_L2 = self.plate_length_L1 - - self.flange_thickness_T1 = (beam_data["T"]) - self.flange_thickness_T2 = self.flange_thickness_T1 - - self.web_thickness_tw1 = int(beam_data["tw"]) - self.web_thickness_tw2 = self.web_thickness_tw1 - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.stiffener_location = int(output_dict['Stiffener']['Location']) - self.stiffener_height = int(output_dict['Stiffener']['Height']) - self.stiffener_length = int(output_dict['Stiffener']['Length']) - self.stiffener_thickness = int(output_dict['Stiffener']['Thickness']) - self.stiffener_notchsize = int(output_dict['Stiffener']['NotchSize']) - self.stiffener_weldsize = int(output_dict['Stiffener']['WeldSize']) - self.stiffener_weld = 0 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.flange_projection = output_dict['Plate']['Projection'] - - self.weld = input_dict ["Weld"]["Type"] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 4: - self.pitch = float(output_dict['Bolt']['Pitch']) - self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 6: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.bolts_outside_top_flange_row = 0 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - - - def add_s_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - # TODO - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - # TODO - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.05 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.05 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if self.weld == "Fillet Weld": - if orientation == "NE": - self.draw_weld_marker1(dwg, 30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - if orientation == "NE": - self.draw_weld_marker3(dwg, 15, -8.5, line) - else: - self.draw_weld_marker4(dwg, 15, 8.5, line) - - if self.stiffener_weld == 1: - if orientation == "NE": - self.draw_weld_marker1(dwg, 30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - pass - - print "successful" - - def draw_weld_marker1(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 15 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker2(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker3(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 -7.5 L 7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker4(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 7.5 L -7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_Flush_end_2d_front = FlushEnd2DFront(self) - extnd_Flush_end_2d_top = FlushEnd2DTop(self) - extnd_Flush_end_2d_side = FlushEnd2DSide(self) - if view == "Front": - extnd_Flush_end_2d_front.call_Flush_front(filename) - elif view == "Top": - extnd_Flush_end_2d_top.call_Flush_top(filename) - elif view == "Side": - extnd_Flush_end_2d_side.call_Flush_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_Flush_end_2d_front.call_Flush_front(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_Flush_end_2d_top.call_Flush_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_Flush_end_2d_side.call_Flush_side(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - - -class FlushEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Primary Beam 1 ================ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA6x = ptA2x - ptA6y = ptA2y + self.data_object.flange_thickness_T1 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A7 = np.array([ptA7x, ptA7y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_depth_D1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.beam_depth_D1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA4y - self.data_object.flange_thickness_T1 # (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA5x = ptA1x - ptA5y = self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - self.Q = self.A6 + self.data_object.web_weld_thickness * np.array([-1, 0]) - - # ========================= End Plate 1 ========================= - - ptP4x = ptA3x - ptP4y = ptA3y + self.data_object.flange_projection - self.P4 = np.array([ptP4x, ptP4y]) - - ptP3x = ptP4x + self.data_object.plate_thickness_p1 - ptP3y = ptP4y - self.P3 = np.array([ptP3x, ptP3y]) - - ptP2x = ptP3x - ptP2y = ptP3y - self.data_object.plate_length_L1 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP1x = ptP2x - self.data_object.plate_thickness_p1 - ptP1y = ptP2y - self.P1 = np.array([ptP1x, ptP1y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.A6 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - self.B11 = self.A7 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - else: - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T1 * np.array([0, 1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_thickness_T1 * np.array([0, -1]) - - # ========================= End Plate 2 ========================= - - ptPP1x = ptP1x + self.data_object.plate_thickness_p1 - ptPP1y = ptP1y - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = ptP3y - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP3x - self.data_object.plate_thickness_p2 - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ========================= Primary Beam 2 ========================= - - ptAA1x = ptPP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA6x = ptAA2x - ptAA6y = self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA2x - ptAA7y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA3x = ptAA2x - ptAA3y = self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA8x = ptAA1x - ptAA8y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA5x = ptAA1x - ptAA5y = self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - # ========================= Stiffener Right ========================= - # - ptS1x = ptAA1x - ptS1y = ptAA1y + self.data_object.stiffener_location - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptS1x + self.data_object.stiffener_length - ptS2y = ptS1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptS2x - ptS3y = ptS2y + self.data_object.stiffener_thickness - self.S3 = np.array([ptS3x, ptS3y]) - - - ptS4x = ptS1x - ptS4y = ptS1y + self.data_object.stiffener_thickness - self.S4 = np.array([ptS4x, ptS4y]) - - # # ========================= Stiffener Left ========================= - - ptSS1x = ptA2x - ptSS1y = ptA2y + self.data_object.stiffener_location - self.SS1 = np.array([ptSS1x, ptSS1y]) - - ptSS2x = ptSS1x - self.data_object.stiffener_length - ptSS2y = ptS1y - self.SS2 = np.array([ptSS2x, ptSS2y]) - - ptSS3x = ptSS2x - ptSS3y = ptSS2y + self.data_object.stiffener_thickness - self.SS3 = np.array([ptSS3x, ptSS3y]) - - ptSS4x = ptSS1x - ptSS4y = ptSS1y + self.data_object.stiffener_thickness - self.SS4 = np.array([ptSS4x, ptSS4y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP ------------------------------------------- - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.BB7 = self.AA5 - self.BB8 = self.BB7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.BB9 = self.BB7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - self.BB11 = self.AA8 - self.BB12 = self.BB11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB13 = self.BB11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.Lv = self.PP2 + ((self.data_object.plate_length_L2 - self.data_object.beam_depth_D2) / 2 - self.data_object.end_dist - self.data_object.flange_weld_thickness) - - else: - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - def call_Flush_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-350 -600 2000 1740')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A8, self.A7).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S2, self.S3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS1, self.SS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS2, self.SS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS3, self.SS4).stroke('blue', width=2.5, linecap='square')) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.Q, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - else: - pass - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=(self.S1 - self.data_object.stiffener_weldsize *np.array([0,1])), size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.S4, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.SS2 - self.data_object.stiffener_weldsize *np.array([0,1]), size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.SS3, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - if self.data_object.weld == "Fillet Weld": - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB8, self.BB7, self.BB9, self.BB8], stroke='black', fill='black', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB12, self.BB11, self.BB13, self.BB12], stroke='black', fill='black', stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black',stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', stroke_width=2.5)) - - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 4: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) - elif self.data_object.no_of_bolts == 6: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch12 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.B2 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.B2 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.AA5 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA5 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 300 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 150 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP2 - theta = 60 - offset = 150 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.S3 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SE", offset, textup, textdown, element) - - # --------------------------------------------- Stiffener Welding ---------------------------------------------- - self.data_object.stiffener_weld = 1 - point = self.S2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (self.data_object.plate_length_L1 - 100) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 200 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class FlushEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Primary Beam 1 ===================== - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_width_B1 - self.data_object.web_thickness_tw1) / 2 - self.A7 = np.array([ptA7x, ptA7y]) - - ptA8x = ptA2x - ptA8y = ptA7y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = 0 - ptA4y = ptA1y + self.data_object.beam_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = 0 - ptA5y = ptA1y + (self.data_object.beam_width_B1 + self.data_object.web_thickness_tw1) / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = 0 - ptA6y = ptA5y - self.data_object.web_thickness_tw1 - self.A6 = np.array([ptA6x, ptA6y]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B1 = self.A7 - self.B2 = self.B1 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B3 = self.B1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B4 = self.A8 - self.B5 = self.B4 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B6 = self.B4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - # ====================== End Plate 1 ===================== - ptP1x = self.data_object.beam_length_L1 - ptP1y = -(self.data_object.plate_width_B1 - self.data_object.beam_width_B1) / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = (self.data_object.plate_width_B1 + self.data_object.beam_width_B1) / 2 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== End Plate 2 ===================== - ptPP1x = ptP2x - ptPP1y = -(self.data_object.plate_width_B2 - self.data_object.beam_width_B2) / 2 - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = (self.data_object.plate_width_B2 + self.data_object.beam_width_B2) / 2 - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP1x - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ====================== Primary Beam 2 ===================== - ptAA1x = ptPP2x - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA7x = ptAA2x - ptAA7y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA2x - ptAA8y = ptAA7y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA4y - (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAA6x = ptAA1x - ptAA6y = ptAA5y - self.data_object.web_thickness_tw2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - self.P = self.A2 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.BB1 = self.AA6 - self.BB2 = self.BB1 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB3 = self.BB1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN------------------------------------------- - self.BB4 = self.AA5 - self.BB5 = self.BB4 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB6 = self.BB4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - # ========================= Stiffener Right ========================= - - ptS1x = ptAA6x - ptS1y = ptAA6y - self.data_object.stiffener_height - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptS1x + self.data_object.stiffener_length - ptS2y = ptS1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptAS2x = ptS2x - ptAS2y = ptS2y + self.data_object. stiffener_height - self.data_object.beam_width_B2/2 + self.data_object.web_thickness_tw2/2 - self.AS2 = np.array([ptAS2x, ptAS2y]) - - ptS3x = ptAA6x + self.data_object.stiffener_length - ptS3y = ptAA6y - self.S3 = np.array([ptS3x, ptS3y]) - - # ptSA3x = ptAA6x + self.data_object.stiffener_length - # ptSA3y = ptAA6y - 25 - # self.SA3 = np.array([ptSA3x, ptSA3y]) - - ptS4x = ptAA5x + self.data_object.stiffener_length - ptS4y = ptAA5y - self.S4 = np.array([ptS4x, ptS4y]) - - # ptSA4x = ptAA5x + self.data_object.stiffener_length - # ptSA4y = ptAA5y + 25 - # self.SA4 = np.array([ptSA4x, ptSA4y]) - - ptS6x = ptAA5x - ptS6y = ptAA5y + self.data_object.stiffener_height - self.S6 = np.array([ptS6x, ptS6y]) - - ptS5x = ptS6x + self.data_object.stiffener_length - ptS5y = ptS6y - self.S5 = np.array([ptS5x, ptS5y]) - - ptAS5x = ptS5x - ptAS5y = ptS5y - self.data_object. stiffener_height + self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw2/2 - self.AS5 = np.array([ptAS5x, ptAS5y]) - - # # ========================= Stiffener Left ========================= - - ptSS1x = ptA7x - ptSS1y = ptA7y - self.data_object.stiffener_height - self.SS1 = np.array([ptSS1x, ptSS1y]) - - ptSS2x = ptSS1x - self.data_object.stiffener_length - ptSS2y = ptSS1y - self.SS2 = np.array([ptSS2x, ptSS2y]) - - ptASS2x = ptSS2x - ptASS2y = ptSS1y + self.data_object.stiffener_height - self.data_object.beam_width_B2/2 + self.data_object.web_thickness_tw2/2 - self.ASS2 = np.array([ptASS2x, ptASS2y]) - - ptSS3x = ptA7x - self.data_object.stiffener_length - ptSS3y = ptA7y - self.SS3 = np.array([ptSS3x, ptSS3y]) - - # ptSSA3x = ptA7x - self.data_object.stiffener_length - # ptSSA3y = ptA7y - 25 - # self.SSA3 = np.array([ptSSA3x, ptSSA3y]) - - ptSS4x = ptA8x - self.data_object.stiffener_length - ptSS4y = ptA8y - self.SS4 = np.array([ptSS4x, ptSS4y]) - - # ptSSA4x = ptA8x - self.data_object.stiffener_length - # ptSSA4y = ptA8y + 25 - # self.SSA4 = np.array([ptSSA4x, ptSSA4y]) - - ptSS6x = ptA8x - ptSS6y = ptA8y + self.data_object.stiffener_height - self.SS6 = np.array([ptSS6x, ptSS6y]) - - ptSS5x = ptSS6x - self.data_object.stiffener_length - ptSS5y = ptSS6y - self.SS5 = np.array([ptSS5x, ptSS5y]) - - ptASS5x = ptSS5x - ptASS5y = ptSS5y - self.data_object. stiffener_height + self.data_object.beam_width_B2/2 - self.data_object.web_thickness_tw2/2 - self.ASS5 = np.array([ptASS5x, ptASS5y]) - # - - - def call_Flush_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-80 -700 1900 1800')) - dwg.add(dwg.line(self.A5, self.A8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.A6, self.A7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.line(self.S1, self.S2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S2, self.AS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS2, self.S3).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.S3, self.SA3).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.S4, self.SA4).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.S6, self.S5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.AS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS5, self.S4).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.SS1, self.SS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS2, self.ASS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.ASS2, self.SS3).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.SSA3, self.SS3).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - # dwg.add(dwg.line(self.SS4, self.SSA4).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.SS6, self.SS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS5, self.ASS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.ASS5, self.SS4).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - - dwg.add(dwg.line(self.AA5, self.AA8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AA7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.B1, self.B2, self.B3, self.B1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B4, self.B5, self.B6, self.B4], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB1, self.BB2, self.BB3, self.BB1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB4, self.BB5, self.BB6, self.BB4], stroke='red', fill='red', stroke_width=2.5)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.P, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B1), fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.PP2 - self.data_object.edge_dist * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L1 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L1 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_length_L1 + 75), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - self.data_object.beam_length_L1 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.S5 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SE", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - - if self.data_object.weld == "Fillet Weld": - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA1 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (self.data_object.plate_length_L1/3) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.AA2 + (self.data_object.plate_length_L1 / 3) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.beam_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5,linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class FlushEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = self.data_object.plate_width_B1 - ptP3y = self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = 0 - ptP4y = self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - # ========================= Primary Beam 1 ========================= - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection) - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA1y + (self.data_object.beam_depth_D2) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - # ========================= Stiffener Right ========================= - - ptS1x = ptA4x - ptS1y = ptA2y + self.data_object.stiffener_location - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptS1x + self.data_object.stiffener_height - ptS2y = ptS1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS3x = ptS2x - ptS3y = ptS2y + self.data_object.stiffener_thickness - self.S3 = np.array([ptS3x, ptS3y]) - - ptS4x = ptS1x - ptS4y = ptS1y + self.data_object.stiffener_thickness - self.S4 = np.array([ptS4x, ptS4y]) - - # # ========================= Stiffener Left ========================= - - ptSS1x = ptA11x - ptSS1y = ptA1y + self.data_object.stiffener_location - self.SS1 = np.array([ptSS1x, ptSS1y]) - - ptSS2x = ptSS1x - self.data_object.stiffener_height - ptSS2y = ptSS1y - self.SS2 = np.array([ptSS2x, ptSS2y]) - - ptSS3x = ptSS2x - ptSS3y = ptSS2y + self.data_object.stiffener_thickness - self.SS3 = np.array([ptSS3x, ptSS3y]) - - ptSS4x = ptSS1x - ptSS4y = ptSS1y + self.data_object.stiffener_thickness - self.SS4 = np.array([ptSS4x, ptSS4y]) - - - def call_Flush_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-450 -500 1200 1400')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, self.A12, self.A1], - stroke='blue', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.P,size=(self.data_object.web_weld_thickness, (self.data_object.beam_depth_D1 - (2 * self.data_object.flange_thickness_T1))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4,size=(self.data_object.web_weld_thickness, (self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.S1 - self.data_object.stiffener_weldsize *np.array([0,1]), size=(self.data_object.stiffener_height, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.S4, size=(self.data_object.stiffener_height, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.SS2 - self.data_object.stiffener_weldsize *np.array([0,1]), size=(self.data_object.stiffener_height, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.SS3, size=(self.data_object.stiffener_height, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - - dwg.add(dwg.line(self.S1, self.S2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S2, self.S3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.SS1, self.SS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS2, self.SS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS3, self.SS4).stroke('blue', width=2.5, linecap='square')) - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 4: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection + - self.data_object.flange_thickness_T2 + self.data_object.Lv ) * np.array([0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 6: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D1 - self.data_object.flange_projection + self.data_object.flange_thickness_T1 + self.data_object.Lv ) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection- self.data_object.flange_thickness_T1 - self.data_object.Lv ) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.Lv * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_inside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - ptxx3 = np.array(pt_inside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 4: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 6: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = ptx2 + self.data_object.pitch23 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch23), params) - - point1 = ptx2 + self.data_object.pitch12 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - ptx1 = np.array(pt_inside_bottom_column_list[0][1]) - point2 = ptx1 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 100 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x"+ str(self.data_object.plate_width_B1)+ "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 +5* np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Stiffener Welding ---------------------------------------------- - self.data_object.stiffener_weld = 1 - point = self.SS2 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - - # --------------------------------------------- Web Welding ---------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A4 + (self.data_object.beam_depth_D2 / 2 + self.data_object.beam_depth_D2 /4) * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A4 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Flange Welding ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) + " " - textdown = " z " + str(self.data_object.flange_weld_thickness) + " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 100 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() diff --git a/gui/drawing_2D_ExtendedBothways.py b/gui/drawing_2D_ExtendedBothways.py deleted file mode 100644 index 07098c3d2..000000000 --- a/gui/drawing_2D_ExtendedBothways.py +++ /dev/null @@ -1,2234 +0,0 @@ -''' -Created on 24-Aug-2017 - -@author: reshma -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class ExtendedEndPlate(object): - def __init__(self, input_dict, output_dict, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - self.beam_length_L1 = 700 - self.beam_length_L2 = 700 - - self.beam_depth_D1 = int(beam_data["D"]) - self.beam_depth_D2 = self.beam_depth_D1 - - self.beam_designation = beam_data['Designation'] - - self.beam_width_B1 = int(beam_data["B"]) - self.beam_width_B2 = self.beam_width_B1 - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = self.plate_thickness_p1 - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - self.plate_width_B2 = self.plate_width_B1 - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - self.plate_length_L2 = self.plate_length_L1 - - self.flange_thickness_T1 = (beam_data["T"]) - self.flange_thickness_T2 = self.flange_thickness_T1 - - self.web_thickness_tw1 = int(beam_data["tw"]) - self.web_thickness_tw2 = self.web_thickness_tw1 - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - - self.weld = input_dict["Weld"]["Type"] - - self.stiffener_height = int(output_dict['Stiffener']['Height']) - self.stiffener_length = int(output_dict['Stiffener']['Length']) - self.stiffener_thickness = int(output_dict['Stiffener']['Thickness']) - self.stiffener_notchsize = int(output_dict['Stiffener']['NotchSize']) - self.stiffener_weldsize = int(output_dict['Stiffener']['WeldSize']) - self.stiffener_weld = 0 - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 8: - self.pitch = float(output_dict['Bolt']['Pitch']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 12: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 2 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 16: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 1 - elif self.no_of_bolts == 20: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.pitch56 = float(output_dict['Bolt']['Pitch56']) - self.pitch67 = float(output_dict['Bolt']['Pitch67']) - self.pitch78 = float(output_dict['Bolt']['Pitch78']) - self.pitch910 = float(output_dict['Bolt']['Pitch910']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 3 - self.bolts_inside_bottom_flange_row = 3 - self.bolts_outside_bottom_flange_row = 2 - - def add_s_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - # TODO - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - # TODO - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.05 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.05 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if self.weld == "Fillet Weld": - if orientation == "NE": - self.draw_weld_marker1(dwg, 30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - if orientation == "NE": - self.draw_weld_marker3(dwg, 15, -8.5, line) - else: - self.draw_weld_marker4(dwg, 15, 8.5, line) - - if self.stiffener_weld == 1: - if orientation == "NE": - self.draw_weld_marker1(dwg, 30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - pass - - print "successful" - - def draw_weld_marker1(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 15 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker2(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker3(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 -7.5 L 7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker4(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 7.5 L -7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_bothway_end_2d_front = ExtendedEnd2DFront(self) - extnd_bothway_end_2d_top = ExtendedEnd2DTop(self) - extnd_bothway_end_2d_side = ExtendedEnd2DSide(self) - - if view == "Front": - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - elif view == "Top": - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - elif view == "Side": - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_bothway_end_2d_front.call_ExtndBoth_front(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_bothway_end_2d_top.call_ExtndBoth_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_bothway_end_2d_side.call_ExtndBoth_side(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class ExtendedEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Primary Beam 1 ================ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA6x = ptA2x - ptA6y = ptA2y + self.data_object.flange_thickness_T1 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A7 = np.array([ptA7x, ptA7y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_depth_D1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.beam_depth_D1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA4y - self.data_object.flange_thickness_T1 # (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA5x = ptA1x - ptA5y = self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - self.Q = self.A6 + self.data_object.web_weld_thickness * np.array([-1, 0]) - - # ========================= End Plate 1 ========================= - - ptP1x = self.data_object.beam_length_L1 - ptP1y = -(self.data_object.plate_length_L1 - self.data_object.beam_depth_D1) / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.A6 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - self.B11 = self.A7 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - else: - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T1 * np.array([0, 1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_thickness_T1 * np.array([0, -1]) - - # ========================= End Plate 2 ========================= - - ptPP1x = ptP2x - ptPP1y = -(self.data_object.plate_length_L2 - self.data_object.beam_depth_D2) / 2 - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = (self.data_object.plate_length_L2 + self.data_object.beam_depth_D2) / 2 - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP1x - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ========================= Primary Beam 2 ========================= - - ptAA1x = ptPP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA6x = ptAA2x - ptAA6y = self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA2x - ptAA7y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA3x = ptAA2x - ptAA3y = self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA8x = ptAA1x - ptAA8y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA5x = ptAA1x - ptAA5y = self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP ------------------------------------------- - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.BB7 = self.AA5 - self.BB8 = self.BB7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.BB9 = self.BB7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - self.BB11 = self.AA8 - self.BB12 = self.BB11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB13 = self.BB11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - - else: - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - # self.Lv = self.PP2 + ((self.data_object.plate_length_L2 - self.data_object.beam_depth_D2) / 2 - self.data_object.end_dist - self.data_object.flange_weld_thickness) - # ========================= Stiffener Top Right ========================= - - ptS1x = ptPP2x - ptS1y = ptAA1y - self.data_object.stiffener_height - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptS1x + 25 - ptS2y = ptS1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS6x = ptS1x - ptS6y = ptAA1y - self.data_object.stiffener_notchsize - self.S6 = np.array([ptS6x, ptS6y]) - - ptS5x = ptS1x + self.data_object.stiffener_notchsize - ptS5y = ptAA1y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS4x = ptAA1x + self.data_object.stiffener_length - ptS4y = ptAA1y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS3x = ptS4x - ptS3y = ptS4y - 25 - self.S3 = np.array([ptS3x, ptS3y]) - - # ========================= Stiffener Top Left ========================= - - ptSS1x = ptA2x - ptSS1y = ptA2y - self.data_object.stiffener_height - self.SS1 = np.array([ptSS1x, ptSS1y]) - - ptSS2x = ptSS1x - 25 - ptSS2y = ptSS1y - self.SS2 = np.array([ptSS2x, ptSS2y]) - - ptSS6x = ptSS1x - ptSS6y = ptA2y - self.data_object.stiffener_notchsize - self.SS6 = np.array([ptSS6x, ptSS6y]) - - ptSS5x = ptSS1x - self.data_object.stiffener_notchsize - ptSS5y = ptA2y - self.SS5 = np.array([ptSS5x, ptSS5y]) - - ptSS4x = ptA2x - self.data_object.stiffener_length - ptSS4y = ptA2y - self.SS4 = np.array([ptSS4x, ptSS4y]) - - ptSS3x = ptSS4x - ptSS3y = ptSS4y - 25 - self.SS3 = np.array([ptSS3x, ptSS3y]) - - # ========================= Stiffener Bottom Right ========================= - - ptBS1x = ptPP3x - ptBS1y = ptAA4y + self.data_object.stiffener_height - self.BS1 = np.array([ptBS1x, ptBS1y]) - - ptBS2x = ptBS1x + 25 - ptBS2y = ptBS1y - self.BS2 = np.array([ptBS2x, ptBS2y]) - - ptBS6x = ptBS1x - ptBS6y = ptAA4y + self.data_object.stiffener_notchsize - self.BS6 = np.array([ptBS6x, ptBS6y]) - - ptBS5x = ptBS1x + self.data_object.stiffener_notchsize - ptBS5y = ptAA4y - self.BS5 = np.array([ptBS5x, ptBS5y]) - - ptBS4x = ptAA4x + self.data_object.stiffener_length - ptBS4y = ptAA4y - self.BS4 = np.array([ptBS4x, ptBS4y]) - - ptBS3x = ptBS4x - ptBS3y = ptBS4y + 25 - self.BS3 = np.array([ptBS3x, ptBS3y]) - - # ========================= Stiffener Bottom Left ========================= - - ptBSS1x = ptA3x - ptBSS1y = ptA3y + self.data_object.stiffener_height - self.BSS1 = np.array([ptBSS1x, ptBSS1y]) - - ptBSS2x = ptBSS1x - 25 - ptBSS2y = ptBSS1y - self.BSS2 = np.array([ptBSS2x, ptBSS2y]) - - ptBSS6x = ptBSS1x - ptBSS6y = ptA3y + self.data_object.stiffener_notchsize - self.BSS6 = np.array([ptBSS6x, ptBSS6y]) - - ptBSS5x = ptBSS1x - self.data_object.stiffener_notchsize - ptBSS5y = ptA3y - self.BSS5 = np.array([ptBSS5x, ptBSS5y]) - - ptBSS4x = ptA3x - self.data_object.stiffener_length - ptBSS4y = ptA3y - self.BSS4 = np.array([ptBSS4x, ptBSS4y]) - - ptBSS3x = ptBSS4x - ptBSS3y = ptBSS4y + 25 - self.BSS3 = np.array([ptBSS3x, ptBSS3y]) - - def call_ExtndBoth_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-350 -600 2000 1740')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A8, self.A7).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.S1, self.S2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S2, self.S3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS1, self.SS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS2, self.SS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS3, self.SS4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS5, self.SS6).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.line(self.BS1, self.BS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BS2, self.BS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BS3, self.BS4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BS5, self.BS6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BSS1, self.BSS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BSS2, self.BSS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BSS3, self.BSS4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.BSS5, self.BSS6).stroke('blue', width=2.5, linecap='square')) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.Q, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - else: - pass - - if self.data_object.weld == "Fillet Weld": - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB8, self.BB7, self.BB9, self.BB8], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB12, self.BB11, self.BB13, self.BB12], stroke='black', fill='black', - stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', - stroke_width=2.5)) - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 20: - ptx = self.PP2 + (self.data_object.end_dist) * np.array([0, 1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.PP2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 +self.data_object.plate_thickness_p2) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness ) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, 1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - else: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness)* np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - pt_outside_bottom_column_list = [] - for i in range(bobfr): - if self.data_object.no_of_bolts == 20: - ptx = self.PP3 + (self.data_object.end_dist) * np.array([0, -1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array([1, 0]) - (i - 1) * self.data_object.pitch910 * np.array([0, -1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.PP3 + (self.data_object.end_dist) * np.array([0, -1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) # + column * self.data_object.gauge * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_bottom_column_list.append(ptx) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - if self.data_object.no_of_bolts == 8: - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch * np.array([0, -1]) - elif self.data_object.no_of_bolts == 12: - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - elif self.data_object.no_of_bolts == 16: - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, -1]) - else: - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array( - [0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch34 * np.array([0, -1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add( - dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Outside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_bottom_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.B2 - theta = 60 - offset = 150 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.B2 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.AA5 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA5 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 25 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 300 * np.array([1, 0]) - theta = 60 - offset = 25 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP2 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.BS3 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (self.data_object.plate_length_L1 - 200) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 200 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class ExtendedEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Primary Beam 1 ===================== - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_width_B1 - self.data_object.web_thickness_tw1) / 2 - self.A7 = np.array([ptA7x, ptA7y]) - - ptAS7x = ptA7x - self.data_object.stiffener_length - ptAS7y = ptA7y - self.AS7 = np.array([ptAS7x, ptAS7y]) - - ptA8x = ptA2x - ptA8y = ptA7y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptAS8x = ptA8x - self.data_object.stiffener_length - ptAS8y = ptA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = 0 - ptA4y = ptA1y + self.data_object.beam_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = 0 - ptA5y = ptA1y + (self.data_object.beam_width_B1 + self.data_object.web_thickness_tw1) / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = 0 - ptA6y = ptA5y - self.data_object.web_thickness_tw1 - self.A6 = np.array([ptA6x, ptA6y]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B1 = self.A7 - self.B2 = self.B1 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B3 = self.B1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B4 = self.A8 - self.B5 = self.B4 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B6 = self.B4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - # ====================== End Plate 1 ===================== - ptP1x = self.data_object.beam_length_L1 - ptP1y = -(self.data_object.plate_width_B1 - self.data_object.beam_width_B1) / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = (self.data_object.plate_width_B1 + self.data_object.beam_width_B1) / 2 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== End Plate 2 ===================== - ptPP1x = ptP2x - ptPP1y = -(self.data_object.plate_width_B2 - self.data_object.beam_width_B2) / 2 - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = (self.data_object.plate_width_B2 + self.data_object.beam_width_B2) / 2 - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP1x - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ====================== Primary Beam 2 ===================== - ptAA1x = ptPP2x - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA7x = ptAA2x - ptAA7y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA2x - ptAA8y = ptAA7y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA4y - (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAAS5x = ptAA5x + self.data_object.stiffener_length - ptAAS5y = ptAA5y - self.AAS5 = np.array([ptAAS5x, ptAAS5y]) - - ptAA6x = ptAA1x - ptAA6y = ptAA5y - self.data_object.web_thickness_tw2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAAS6x = ptAA6x + self.data_object.stiffener_length - ptAAS6y = ptAA6y - self.AAS6 = np.array([ptAAS6x, ptAAS6y]) - - self.P = self.A2 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.BB1 = self.AA6 - self.BB2 = self.BB1 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB3 = self.BB1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN------------------------------------------- - self.BB4 = self.AA5 - self.BB5 = self.BB4 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB6 = self.BB4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - def call_ExtndBoth_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-80 -700 1800 1800')) - dwg.add(dwg.line(self.A5, self.AS8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.A8).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.AS7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS7, self.A7).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS7, self.AS8).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.line(self.AA5, self.AAS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AAS5, self.AA8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AAS6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AAS6, self.AA7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AAS6, self.AAS5).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.B1, self.B2, self.B3, self.B1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B4, self.B5, self.B6, self.B4], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB1, self.BB2, self.BB3, self.BB1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB4, self.BB5, self.BB6, self.BB4], stroke='red', fill='red', stroke_width=2.5)) - - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.AS8, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AS7 - self.data_object.stiffener_weldsize * np.array([0, 1]), - size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA6 - self.data_object.stiffener_weldsize * np.array([0, 1]), - size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add( - dwg.rect(insert=self.P, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B1), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - dwg.add( - dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.PP2 - self.data_object.edge_dist * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L1 + 75) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L1 + 75) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_length_L1 + 75), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - self.data_object.beam_length_L1 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - self.data_object.stiffener_weld = 1 - point = self.AAS6 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - - if self.data_object.weld == "Fillet Weld": - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA1 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.AAS5 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (self.data_object.plate_length_L1/3) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.AA2 + (self.data_object.plate_length_L1 / 3) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.beam_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5,linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class ExtendedEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = self.data_object.plate_width_B1 - ptP3y = self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = 0 - ptP4y = self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - ptP5x = ptP1x + self.data_object.plate_width_B1 / 2 - self.data_object.stiffener_thickness / 2 - ptP5y = ptP1y - self.P5 = np.array([ptP5x, ptP5y]) - - ptP6x = ptP1x + self.data_object.plate_width_B1 / 2 + self.data_object.stiffener_thickness / 2 - ptP6y = ptP1y - self.P6 = np.array([ptP6x, ptP6y]) - - ptP7x = ptP4x + self.data_object.plate_width_B1 / 2 - self.data_object.stiffener_thickness / 2 - ptP7y = ptP4y - self.P7 = np.array([ptP7x, ptP7y]) - - ptP8x = ptP4x + self.data_object.plate_width_B1 / 2 + self.data_object.stiffener_thickness / 2 - ptP8y = ptP4y - self.P8 = np.array([ptP8x, ptP8y]) - - # ========================= Primary Beam 1 ========================= - ptA1x = (self.data_object.plate_width_B1 - self.data_object.beam_width_B1) / 2 - ptA1y = (self.data_object.plate_length_L1 - self.data_object.beam_depth_D1) / 2 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B1 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T1 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B1 / 2 + self.data_object.web_thickness_tw1 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptAS4x = ptA1x + self.data_object.beam_width_B2 / 2 - self.data_object.stiffener_thickness / 2 - ptAS4y = ptA1y - self.AS4 = np.array([ptAS4x, ptAS4y]) - - ptA8x = ptA1x - ptA8y = (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T1 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B1 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T1 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptAS5x = ptA8x + self.data_object.beam_width_B2 / 2 - self.data_object.stiffener_thickness / 2 - ptAS5y = ptA8y - self.AS5 = np.array([ptAS5x, ptAS5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptAS11x = ptA1x + self.data_object.beam_width_B2 / 2 + self.data_object.stiffener_thickness / 2 - ptAS11y = ptA1y - self.AS11 = np.array([ptAS11x, ptAS11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - ptAS10x = ptA8x + self.data_object.beam_width_B2 / 2 + self.data_object.stiffener_thickness / 2 - ptAS10y = ptA8y - self.AS10 = np.array([ptAS10x, ptAS10y]) - - def call_ExtndBoth_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-450 -500 1200 1400')) - dwg.add(dwg.polyline( - points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, self.A12, self.A1], - stroke='blue', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - - dwg.add(dwg.line(self.P6, self.AS11).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P5, self.AS4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P8, self.AS10).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P7, self.AS5).stroke('blue', width=2.5, linecap='square')) - - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.P5 + self.data_object.stiffener_weldsize * np.array([-1, 0])), - size=(self.data_object.stiffener_weldsize, ( - self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.P6, size=(self.data_object.stiffener_weldsize, ( - self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AS10, - size=(self.data_object.stiffener_weldsize, ( - self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.AS5 + self.data_object.stiffener_weldsize * np.array([-1, 0])), size=(self.data_object.stiffener_weldsize, ( - self.data_object.plate_length_L1/2 - self.data_object.beam_depth_D2/2)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.P, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D1 - (2 * self.data_object.flange_thickness_T1))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - # dwg.add(dwg.rect(insert=(self.A1-self.data_object.flange_weld_thickness * np.array([1, 0])), size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - - # TODO hatching lines flange welding for sides of flange - # dwg.add(dwg.rect(insert=(self.A1-self.data_object.flange_weld_thickness * np.array([1, 0])), size=(self.data_object.flange_weld_thickness, self.data_object.flange_thickness_T1), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - # dwg.add(dwg.rect(insert=self.A2, size=(self.data_object.flange_weld_thickness, self.data_object.flange_thickness_T1), fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array( - [1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + self.data_object.end_dist * np.array( - [0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array( - [0, 1]) + (j - 1) * \ - self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T2 + self.data_object.Lv + self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch * np.array( - [0, 1]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + ( i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 - self.data_object.beam_depth_D2) / 2 + self.data_object.flange_thickness_T1 + self.data_object.Lv + self.data_object.flange_thickness_T2 ) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - # ------------------------------------------ Bolts Outside Bottom Flange ------------------------------------------- - - pt_outside_bottom_column_list = [] - for i in range(1, (bobfr + 1)): - col_outside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch * np.array([0, - 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P4 + self.data_object.end_dist * np.array( - [0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch23 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P4 + self.data_object.end_dist * \ - np.array([0, -1]) + self.data_object.edge_dist * np.array([1, 0]) + ( - i - 1) * self.data_object.pitch12 * np.array([0, -1]) + \ - (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='black', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_bottom.append(pt) - pt_outside_bottom_column_list.append(col_outside_list_bottom) - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 8: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 12: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch45 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 16: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch56* np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 20: - pt = self.P1 + ((self.data_object.plate_length_L1 + self.data_object.beam_depth_D1) / 2 - self.data_object.flange_thickness_T1 - self.data_object.Lv - self.data_object.flange_thickness_T2) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch56 * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - point2 = ptx3 + (self.data_object.Lv + self.data_object.flange_weld_thickness)* np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - else: - point2 = ptxx2 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, ptxx2, str(self.data_object.cross_centre_gauge_dist), - params) - - ptx3 = np.array(pt_outside_top_column_list[0][1]) - - point2 = ptx3 + self.data_object.end_dist * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.end_dist), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch), params) - - point2 = ptx1 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - point3 = ptx2 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - elif self.data_object.no_of_bolts == 12: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - point2 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 16: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point1 = np.array(pt_inside_top_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, ptx3, str(self.data_object.pitch23), params) - - point3 = ptx3 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx3, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - elif self.data_object.no_of_bolts == 20: - ptx1 = np.array(pt_outside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - point1 = ptx2 + self.data_object.pitch12 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch12), params) - - ptx3 = np.array(pt_inside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - ptx4 = np.array(pt_inside_top_column_list[0][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - point2 = ptx4 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point6 = ptx4 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point6, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - ptx5 = np.array(pt_inside_top_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - point3 = ptx5 + self.data_object.pitch45 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point3, str(self.data_object.pitch45), params) - - point4 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point4, str(self.data_object.pitch56), params) - - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 8: - pass - - elif self.data_object.no_of_bolts == 12: - ptx1 = np.array(pt_inside_bottom_column_list[1][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_bottom_column_list[1][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch45), params) - - point2 = ptx2 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - elif self.data_object.no_of_bolts == 16: - ptx5 = np.array(pt_inside_bottom_column_list[2][1]) - pty5 = ptx5 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx5, pty5, dwg) - - point2 = ptx5 + self.data_object.pitch56 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx5, point2, str(self.data_object.pitch56), params) - - ptx6 = np.array(pt_inside_bottom_column_list[1][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[0][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - - point1 = ptx7 + self.data_object.pitch67 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point1, str(self.data_object.pitch67), params) - - point3 = ptx7 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx7, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - elif self.data_object.no_of_bolts == 20: - ptx6 = np.array(pt_inside_bottom_column_list[2][1]) - pty6 = ptx6 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx6, pty6, dwg) - - ptx7 = np.array(pt_inside_bottom_column_list[1][1]) - pty7 = ptx7 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx7, pty7, dwg) - point3 = np.array(pt_inside_bottom_column_list[2][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx7, point3, str(self.data_object.pitch67), params) - - ptx8 = np.array(pt_inside_bottom_column_list[0][1]) - pty8 = ptx8 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx8, pty8, dwg) - point1 = ptx8 + self.data_object.pitch78 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx8, point1, str(self.data_object.pitch78), params) - - ptx9 = np.array(pt_outside_bottom_column_list[1][1]) - pty9 = ptx9 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx9, pty9, dwg) - - ptx10 = np.array(pt_outside_bottom_column_list[0][1]) - pty10 = ptx10 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx10, pty10, dwg) - point2 = ptx10 + self.data_object.pitch910 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx10, point2, str(self.data_object.pitch910), params) - - point3 = ptx8 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptx8, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - # ------------------------------------------ Faint line for bottom bolts showing end distance------------------------------------------- - ptx1 = self.P3 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + self.data_object.end_dist * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.end_dist), params) - - if self.data_object.no_of_bolts == 20: - ptx3 = np.array(pt_outside_bottom_column_list[1][1]) - point2 = ptx3 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx3, str(self.data_object.Lv +self.data_object.flange_weld_thickness), params) - else: - point2 = ptx2 + (self.data_object.Lv + self.data_object.flange_weld_thickness) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point2, ptx2, str(self.data_object.Lv + self.data_object.flange_weld_thickness), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x"+ str(self.data_object.plate_width_B1)+ "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 +5* np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A4 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A4 + self.data_object.beam_depth_D2 / 2 * np.array([0, 1]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - # --------------------------------------------- Stiffener Welding ---------------------------------------------- - self.data_object.stiffener_weld = 1 - point = self.P6 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - point = self.P7 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - - # --------------------------------------------- Flange Welding ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) + " " - textdown = " z " + str(self.data_object.flange_weld_thickness) + " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A1 + 20 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 125 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() diff --git a/gui/drawing_2D_Extendedoneway.py b/gui/drawing_2D_Extendedoneway.py deleted file mode 100644 index 36f089035..000000000 --- a/gui/drawing_2D_Extendedoneway.py +++ /dev/null @@ -1,1825 +0,0 @@ -''' -Created on 24-May-2019 - -@author: darshan -''' -from numpy import math -from Connections.connection_calculations import ConnectionCalculations -import svgwrite -import cairosvg -import numpy as np -import os - - -class OnewayEndPlate(object): - def __init__(self, input_dict, output_dict, beam_data, folder): - """ - - Args: - input_dict: input parameters from GUI - output_dict: output parameters based on calculation - beam_data: geometric properties of beam - folder: path to save the generated images - - Returns: - None - - """ - print "calculation", input_dict - self.folder = folder - self.beam_length_L1 = 700 - self.beam_length_L2 = 700 - - self.beam_depth_D1 = int(beam_data["D"]) - self.beam_depth_D2 = self.beam_depth_D1 - - self.beam_designation = beam_data['Designation'] - - self.beam_width_B1 = int(beam_data["B"]) - self.beam_width_B2 = self.beam_width_B1 - - self.plate_thickness_p1 = int(output_dict['Plate']['Thickness']) - self.plate_thickness_p2 = self.plate_thickness_p1 - - self.plate_width_B1 = int(output_dict['Plate']['Width']) - self.plate_width_B2 = self.plate_width_B1 - - self.plate_length_L1 = int(output_dict['Plate']['Height']) - self.plate_length_L2 = self.plate_length_L1 - - self.flange_thickness_T1 = (beam_data["T"]) - self.flange_thickness_T2 = self.flange_thickness_T1 - - self.web_thickness_tw1 = int(beam_data["tw"]) - self.web_thickness_tw2 = self.web_thickness_tw1 - - self.flange_weld_thickness = int(input_dict['Weld']['Flange (mm)']) # 12 - self.web_weld_thickness = int(input_dict["Weld"]['Web (mm)']) # 8 - - self.bolt_diameter = int(input_dict['Bolt']['Diameter (mm)']) # 24 - self.bolt_type = input_dict["Bolt"]["Type"] - self.bolt_hole_type = input_dict['bolt']['bolt_hole_type'] - self.cal_bolt_holedia = ConnectionCalculations.bolt_hole_clearance(self.bolt_hole_type, self.bolt_diameter) - self.bolt_hole_diameter = self.cal_bolt_holedia + self.bolt_diameter - self.edge_dist = int(output_dict['Bolt']['Edge']) - self.end_dist = int(output_dict['Bolt']['End']) - self.cross_centre_gauge_dist = int(output_dict['Bolt']['CrossCentreGauge']) # 90 - # self.pitch = 60 - - self.stiffener_height = int(output_dict['Stiffener']['Height']) - self.stiffener_length = int(output_dict['Stiffener']['Length']) - self.stiffener_thickness = int(output_dict['Stiffener']['Thickness']) - self.stiffener_notchsize = int(output_dict['Stiffener']['NotchSize']) - self.stiffener_weldsize = int(output_dict['Stiffener']['WeldSize']) - self.stiffener_weld = 0 - - self.grade = float(input_dict["Bolt"]["Grade"]) # 8.8 - self.Lv = float(output_dict['Bolt']['Lv']) - self.flange_projection = output_dict['Plate']['Projection'] - - self.weld = input_dict["Weld"]["Type"] - - self.no_of_columns = 2 - self.no_of_bolts = output_dict['Bolt']['NumberOfBolts'] - if self.no_of_bolts == 6: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 1 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 8: - self.pitch23 = float(output_dict['Bolt']['Pitch23']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.bolts_outside_top_flange_row = 1 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - elif self.no_of_bolts == 10: - self.pitch12 = float(output_dict['Bolt']['Pitch12']) - self.pitch34 = float(output_dict['Bolt']['Pitch34']) - self.pitch45 = float(output_dict['Bolt']['Pitch45']) - self.bolts_outside_top_flange_row = 2 - self.bolts_inside_top_flange_row = 2 - self.bolts_inside_bottom_flange_row = 1 - self.bolts_outside_bottom_flange_row = 0 - - - def add_s_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - smarker = dwg.marker(insert=(8, 3), size=(30, 30), orient="auto") - smarker.add(dwg.path(d=" M0,0 L3,3 L0,6 L8,3 L0,0", fill="black")) - dwg.defs.add(smarker) - return smarker - - def add_section_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - section_marker = dwg.marker(insert=(0, 5), size=(10, 10), orient="auto") - section_marker.add(dwg.path(d="M 0 0 L 10 5 L 0 10 z", fill="blue", stroke="black")) - dwg.defs.add(section_marker) - return section_marker - - def add_e_marker(self, dwg): - """ - - Args: - dwg: svgwrite (obj) - - Returns: - Container for all svg elements - - """ - emarker = dwg.marker(insert=(0, 3), size=(30, 20), orient="auto") - emarker.add(dwg.path(d=" M0,3 L8,6 L5,3 L8,0 L0,3", fill="black")) - dwg.defs.add(emarker) - return emarker - - def draw_start_arrow(self, line, s_arrow): - """ - - Args: - line: start line marker - s_arrow: start arrow - - Returns: - None - - """ - line["marker-start"] = s_arrow.get_funciri() - - def draw_end_arrow(self, line, e_arrow): - """ - - Args: - line: end line marker - e_arrow: end arrow - - Returns: - None - - """ - line["marker-end"] = e_arrow.get_funciri() - - def draw_faint_line(self, pt_one, pt_two, dwg): - """ - - Args: - pt_one: first point - pt_two: second point - dwg: svgwrite (obj) - - Returns: - None - - """ - dwg.add(dwg.line(pt_one, pt_two).stroke("#D8D8D8", width=2.5, linecap="square", opacity=0.70)) - - def draw_dimension_outer_arrow(self, dwg, pt1, pt2, text, params): - # TODO - - """ - - Args: - dwg: svgwrite (obj) - pt1: first point - pt2: second point - text: text message - params: - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - line_vector = pt2 - pt1 # [a, b] - normal_vector = np.array([-line_vector[1], line_vector[0]]) # [-b, a] - normal_unit_vector = self.normalize(normal_vector) - - if params["lineori"] == "left": - normal_unit_vector = -normal_unit_vector - - Q1 = pt1 + params["offset"] * normal_unit_vector - Q2 = pt2 + params["offset"] * normal_unit_vector - line = dwg.add(dwg.line(Q1, Q2).stroke("black", width=2.5, linecap="square")) - self.draw_start_arrow(line, emarker) - self.draw_end_arrow(line, smarker) - - Q12_mid = 0.5 * (Q1 + Q2) - text_pt = Q12_mid + params["textoffset"] * normal_unit_vector - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=28)) - - L1 = Q1 + params["endlinedim"] * normal_unit_vector - L2 = Q1 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L1, L2).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - L3 = Q2 + params["endlinedim"] * normal_unit_vector - L4 = Q2 + params["endlinedim"] * (-normal_unit_vector) - dwg.add(dwg.line(L3, L4).stroke("black", width=2.5, linecap="square", opacity=1.0)) - - def normalize(self, vector): - """ - - Args: - vector: list containing X, Y ordinates of vector - - Returns: - vector containing normalized X and Y ordinates - - """ - a = vector[0] - b = vector[1] - magnitude = math.sqrt(a * a + b * b) - return vector / magnitude - - def draw_cross_section(self, dwg, pt_a, pt_b, text_pt, text): - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text_pt: text point - text: text message - - Returns: - None - - """ - line = dwg.add(dwg.line(pt_a, pt_b).stroke("black", width=2.5, linecap="square")) - sec_arrow = self.add_section_marker(dwg) - self.draw_end_arrow(line, sec_arrow) - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family="sans-serif", font_size=52)) - - def draw_dimension_inner_arrow(self, dwg, pt_a, pt_b, text, params): - # TODO - """ - - Args: - dwg: svgwrite (obj) - pt_a: point A - pt_b: point B - text: text message - params: - params["offset"] (float): offset of the dimension line - params["textoffset"] (float): offset of text from dimension line - params["lineori"] (float): orientation of line [right/left] - params["endlinedim"] (float): dimension line at the end of the outer arrow - params["arrowlen"] (float): size of the arrow - - Returns: - None - - """ - smarker = self.add_s_marker(dwg) - emarker = self.add_e_marker(dwg) - u = pt_b - pt_a # [a, b] - u_unit = self.normalize(u) - v_unit = np.array([-u_unit[1], u_unit[0]]) # [-b, a] - - A1 = pt_a + params["endlinedim"] * v_unit - A2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(A1, A2).stroke("black", width=2.5, linecap="square")) - - B1 = pt_b + params["endlinedim"] * v_unit - B2 = pt_a + params["endlinedim"] * (-v_unit) - dwg.add(dwg.line(B1, B2).stroke("black", width=2.5, linecap="square")) - - A3 = pt_a - params["arrowlen"] * u_unit - B3 = pt_b + params["arrowlen"] * u_unit - line = dwg.add(dwg.line(A3, pt_a).stroke("black", width=2.5, linecap="square")) - self.draw_end_arrow(line, smarker) - - line = dwg.add(dwg.line(B3, pt_b).stroke("black", width=2.5, linecap="butt")) - self.draw_end_arrow(line, smarker) - - if params["lineori"] == "right": - text_pt = B3 + params["textoffset"] * u_unit - else: - text_pt = A3 - (params["textoffset"] + 100) * u_unit - - dwg.add(dwg.text(text, insert=text_pt, fill="black", font_family='sans-serif', font_size=28)) - - def draw_oriented_arrow(self, dwg, point, theta, orientation, offset, textup, textdown, element): - """ - - Args: - dwg: svgwrite (obj) - point: point - theta: theta - orientation: direction (east, west, south, north) - offset: position of the text - textup: text written above line - textdown: text written below line - - Returns: - None - - """ - # Right Up. - theta = math.radians(theta) - char_width = 16 - x_vector = np.array([1, 0]) - y_vector = np.array([0, 1]) - - p1 = point - length_A = offset / (math.sin(theta)) - - arrow_vector = None - if orientation == "NE": - arrow_vector = np.array([-math.cos(theta), math.sin(theta)]) - elif orientation == "NW": - arrow_vector = np.array([math.cos(theta), math.sin(theta)]) - elif orientation == "SE": - arrow_vector = np.array([-math.cos(theta), -math.sin(theta)]) - elif orientation == "SW": - arrow_vector = np.array([math.cos(theta), -math.sin(theta)]) - p2 = p1 - length_A * arrow_vector - - text = textdown if len(textdown) > len(textup) else textup - length_B = len(text) * char_width - - label_vector = None - if orientation == "NE": - label_vector = -x_vector - elif orientation == "NW": - label_vector = x_vector - elif orientation == "SE": - label_vector = -x_vector - elif orientation == "SW": - label_vector = x_vector - p3 = p2 + length_B * (-label_vector) - - text_offset = 18 - offset_vector = -y_vector - - text_point_up = None - text_point_down = None - if orientation == "NE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "NW": - text_point_up = p3 + 0.05 * length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SE": - text_point_up = p2 + 0.2 * length_B * (-label_vector) + text_offset * offset_vector - text_point_down = p2 - 0.2 * length_B * label_vector - (text_offset + 15) * offset_vector - elif orientation == "SW": - text_point_up = p3 + 0.05* length_B * (label_vector) + text_offset * offset_vector - text_point_down = p3 - 0.05 * length_B * label_vector - (text_offset + 15) * offset_vector - - line = dwg.add(dwg.polyline(points=[p1, p2, p3], fill="none", stroke='black', stroke_width=2.5)) - - emarker = self.add_e_marker(dwg) - self.draw_start_arrow(line, emarker) - - dwg.add(dwg.text(textup, insert=text_point_up, fill='black', font_family='sans-serif', font_size=28)) - dwg.add(dwg.text(textdown, insert=text_point_down, fill='black', font_family='sans-serif', font_size=28)) - - if element == "weld": - if self.weld == "Fillet Weld": - if orientation =="NE": - self.draw_weld_marker1(dwg,30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - if orientation =="NE": - self.draw_weld_marker3(dwg, 15, -8.5, line) - else: - self.draw_weld_marker4(dwg, 15, 8.5, line) - - if self.stiffener_weld == 1: - if orientation == "NE": - self.draw_weld_marker1(dwg, 30, 7.5, line) - else: - self.draw_weld_marker2(dwg, 30, 7.5, line) - else: - pass - - print "successful" - - def draw_weld_marker1(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 15 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker2(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 7.5 L 8 0 L 8 15 z", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - - def draw_weld_marker3(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 -7.5 L 7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def draw_weld_marker4(self, dwg, oriX, oriY, line): - weldMarker = dwg.marker(insert=(oriX, oriY), size=(15, 15), orient="auto") - # weldMarker.add(dwg.path(d="M 0 0 L 8 7.5 L 0 15 z", fill='none', stroke='black')) - weldMarker.add(dwg.path(d="M 0 0 L 0 7.5 L -7.5 0 ", fill='none', stroke='black')) - dwg.defs.add(weldMarker) - self.draw_end_arrow(line, weldMarker) - - def save_to_svg(self, filename, view): - """ - - Args: - filename: path of the folder - view: front, top, side views of drawings to be generated - - Returns: - None - - Note: - - - """ - extnd_oneway_end_2d_front = OnewayEnd2DFront(self) - extnd_oneway_end_2d_top = OnewayEnd2DTop(self) - extnd_oneway_end_2d_side = OnewayEnd2DSide(self) - if view == "Front": - extnd_oneway_end_2d_front.call_Oneway_front(filename) - elif view == "Top": - extnd_oneway_end_2d_top.call_Oneway_top(filename) - elif view == "Side": - extnd_oneway_end_2d_side.call_Oneway_side(filename) - else: - filename = os.path.join(str(self.folder), 'images_html', 'extendFront.svg') - extnd_oneway_end_2d_front.call_Oneway_front(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendFront.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendTop.svg') - extnd_oneway_end_2d_top.call_Oneway_top(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendTop.png")) - - filename = os.path.join(str(self.folder), 'images_html', 'extendSide.svg') - extnd_oneway_end_2d_side.call_Oneway_side(filename) - cairosvg.svg2png(file_obj=filename, write_to=os.path.join(str(self.folder), "images_html", "extendSide.png")) - - -class OnewayEnd2DFront(object): - """ - Contains functions for generating the front view of the Extended bothway endplate connection. - """ - - def __init__(self, extnd_common_object): - - self.data_object = extnd_common_object - - # -------------------------------------------------------------------------- - # FRONT VIEW - # -------------------------------------------------------------------------- - # ================ Primary Beam 1 ================ - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA6x = ptA2x - ptA6y = ptA2y + self.data_object.flange_thickness_T1 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A7 = np.array([ptA7x, ptA7y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_depth_D1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = ptA1x - ptA4y = ptA1y + self.data_object.beam_depth_D1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA8x = ptA1x - ptA8y = ptA4y - self.data_object.flange_thickness_T1 # (self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA5x = ptA1x - ptA5y = self.data_object.flange_thickness_T1 - self.A5 = np.array([ptA5x, ptA5y]) - - self.Q = self.A6 + self.data_object.web_weld_thickness * np.array([-1, 0]) - - # ========================= End Plate 1 ========================= - - ptP4x = ptA3x - ptP4y = ptA3y + self.data_object.flange_projection - self.P4 = np.array([ptP4x, ptP4y]) - - ptP3x = ptP4x + self.data_object.plate_thickness_p1 - ptP3y = ptP4y - self.P3 = np.array([ptP3x, ptP3y]) - - ptP2x = ptP3x - ptP2y = ptP3y - self.data_object.plate_length_L1 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP1x = ptP2x - self.data_object.plate_thickness_p1 - ptP1y = ptP2y - self.P1 = np.array([ptP1x, ptP1y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B7 = self.A6 - self.B8 = self.B7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.B9 = self.B7 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - self.B11 = self.A7 - self.B12 = self.B11 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - self.B13 = self.B11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - else: - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B3 = self.A2 - self.B2 = self.B3 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B1 = self.B3 + self.data_object.flange_thickness_T1 * np.array([0, 1]) - - self.B6 = self.A3 - self.B5 = self.B6 + self.data_object.flange_thickness_T1 * np.array([-1, 0]) - self.B4 = self.B6 + self.data_object.flange_thickness_T1 * np.array([0, -1]) - - # ========================= End Plate 2 ========================= - - ptPP1x = ptP1x + self.data_object.plate_thickness_p1 - ptPP1y = ptP1y - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = ptP3y - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP3x - self.data_object.plate_thickness_p2 - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ========================= Primary Beam 2 ========================= - - ptAA1x = ptPP2x # self.data_object.beam_length_L1 + self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2 - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA6x = ptAA2x - ptAA6y = self.data_object.flange_thickness_T2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAA7x = ptAA2x - ptAA7y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA3x = ptAA2x - ptAA3y = self.data_object.beam_depth_D2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = self.data_object.beam_depth_D2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA8x = ptAA1x - ptAA8y = (self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2) - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA5x = ptAA1x - ptAA5y = self.data_object.flange_thickness_T2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - # ========================= Stiffener Top Right ========================= - - ptS1x = ptPP2x - ptS1y = ptAA1y - self.data_object.stiffener_height - self.S1 = np.array([ptS1x, ptS1y]) - - ptS2x = ptS1x + 25 - ptS2y = ptS1y - self.S2 = np.array([ptS2x, ptS2y]) - - ptS6x = ptS1x - ptS6y = ptAA1y - self.data_object.stiffener_notchsize - self.S6 = np.array([ptS6x, ptS6y]) - - ptS5x = ptS1x + self.data_object.stiffener_notchsize - ptS5y = ptAA1y - self.S5 = np.array([ptS5x, ptS5y]) - - ptS4x = ptAA1x + self.data_object.stiffener_length - ptS4y = ptAA1y - self.S4 = np.array([ptS4x, ptS4y]) - - ptS3x = ptS4x - ptS3y = ptS4y - 25 - self.S3 = np.array([ptS3x, ptS3y]) - - # ========================= Stiffener Top Left ========================= - - ptSS1x = ptA2x - ptSS1y = ptA2y - self.data_object.stiffener_height - self.SS1 = np.array([ptSS1x, ptSS1y]) - - ptSS2x = ptSS1x - 25 - ptSS2y = ptSS1y - self.SS2 = np.array([ptSS2x, ptSS2y]) - - ptSS6x = ptSS1x - ptSS6y = ptA2y - self.data_object.stiffener_notchsize - self.SS6 = np.array([ptSS6x, ptSS6y]) - - ptSS5x = ptSS1x - self.data_object.stiffener_notchsize - ptSS5y = ptA2y - self.SS5 = np.array([ptSS5x, ptSS5y]) - - ptSS4x = ptA2x - self.data_object.stiffener_length - ptSS4y = ptAA1y - self.SS4 = np.array([ptSS4x, ptSS4y]) - - ptSS3x = ptSS4x - ptSS3y = ptSS4y - 25 - self.SS3 = np.array([ptSS3x, ptSS3y]) - - if self.data_object.weld == "Fillet Weld": - # ------------------------------------------ Weld triangle UP ------------------------------------------- - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - self.BB7 = self.AA5 - self.BB8 = self.BB7 + self.data_object.flange_weld_thickness * np.array([0, 1]) - self.BB9 = self.BB7 + self.data_object.flange_weld_thickness * np.array([1, 0]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_weld_thickness * np.array([0, 1]) - - self.BB11 = self.AA8 - self.BB12 = self.BB11 + self.data_object.flange_weld_thickness * np.array([1, 0]) - self.BB13 = self.BB11 + self.data_object.flange_weld_thickness * np.array([0, -1]) - - - else: - self.BB3 = self.AA1 - self.BB2 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB1 = self.BB3 + self.data_object.flange_thickness_T2 * np.array([0, 1]) - - self.BB6 = self.AA4 - self.BB5 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([1, 0]) - self.BB4 = self.BB6 + self.data_object.flange_thickness_T2 * np.array([0, -1]) - - # self.Lv = self.PP2 + ((self.data_object.plate_length_L2 - self.data_object.beam_depth_D2) / 2 - self.data_object.end_dist - self.data_object.flange_weld_thickness) - - def call_Oneway_front(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - vb_width = (int(2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1 + 300)) - vb_ht = (int(3 * self.data_object.plate_length_L1)) - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=( - '-350 -600 2000 1740')) # 200 = move towards left , 600= move towards down, 2300= width of view, 1740= height of view - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.A5, self.A6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A8, self.A7).stroke('blue', width=2.5, linecap='square')) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - dwg.add(dwg.line(self.AA5, self.AA6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AA8, self.AA7).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S1, self.S2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S2, self.S3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S3, self.S4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.S5, self.S6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS1, self.SS2).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS2, self.SS3).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS3, self.SS4).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.SS5, self.SS6).stroke('blue', width=2.5, linecap='square')) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.Q, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D1 - self.data_object.flange_thickness_T1 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - self.data_object.flange_thickness_T2 - self.data_object.flange_weld_thickness - 10)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - else: - pass - - if self.data_object.weld == "Fillet Weld": - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B7, self.B8, self.B9, self.B7], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B11, self.B12, self.B13, self.B11], stroke='black', fill='black', - stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB8, self.BB7, self.BB9, self.BB8], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB12, self.BB11, self.BB13, self.BB12], stroke='black', fill='black', - stroke_width=2.5)) - else: - dwg.add(dwg.polyline(points=[self.B3, self.B2, self.B1, self.B3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B6, self.B5, self.B4, self.B6], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB3, self.BB2, self.BB1, self.BB3], stroke='black', fill='black', - stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB6, self.BB5, self.BB4, self.BB6], stroke='black', fill='black', - stroke_width=2.5)) - - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - for i in range(1, botfr + 1): - if self.data_object.no_of_bolts == 10: - ptx = self.PP2 + (self.data_object.end_dist) * np.array([0, 1]) - ( - self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) \ - * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - else: - ptx = self.PP2 + (self.data_object.end_dist) * np.array([0, 1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array([1, 0]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', - stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(bitfr): - if self.data_object.no_of_bolts == 6: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) - else: - ptx = self.AA1 + (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) + i * self.data_object.pitch23 * np.array([0, 1]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_top_column_list.append(ptx) - - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(bibfr): - ptx = self.AA4 - (self.data_object.flange_thickness_T2 + self.data_object.Lv) \ - * np.array([0, 1]) - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) * np.array( - [1, 0]) - - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - pt_Cx1 = ptx + np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 20) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_inside_bottom_column_list.append(ptx) - - # ------------------------------------------ Labeling Outside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_outside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_outside_top_column_list[0]) - theta = 60 - offset = 100 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside top bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_top_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_top_column_list[0]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Inside bottom bolt of flange ------------------------------------------- - no_of_bolts_flange = self.data_object.bolts_inside_bottom_flange_row * self.data_object.no_of_columns - point = np.array(pt_inside_bottom_column_list[1]) - theta = 60 - offset = 50 - textup = str(no_of_bolts_flange) + " nos " + str(self.data_object.bolt_hole_diameter) + u'\u00d8' + " holes" - textdown = "for M" + str(self.data_object.bolt_diameter) + " " + str(self.data_object.bolt_type) + " bolts (grade " + str( - self.data_object.grade) + ")" - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SW", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of flange ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.B2 - theta = 60 - offset = 150 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.B2 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Labeling Weld of Web ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.AA5 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA5 + self.data_object.beam_depth_D2/2 * np.array([0, 1]) - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A1 + 50 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - 300 * np.array([1, 0]) - theta = 60 - offset = 30 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2------------------------------------------- - point = self.P1 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP2 - theta = 60 - offset = 100 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.S3 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A1 + (self.data_object.plate_length_L1 - 100) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, 1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - text = "A" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, 1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (60 * np.array([0, 1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 - 100 * np.array([1, 0]) + 200 * np.array([0, 1]) - dwg.add(dwg.text('Front view (Sec C-C) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class OnewayEnd2DTop(object): - """ - Contains functions for generating the top view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - # ------------------------------------------------------------------------------------------------- - # TOP VIEW - # ------------------------------------------------------------------------------------------------- - # ====================== Primary Beam 1 ===================== - - ptA1x = 0 - ptA1y = 0 - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_length_L1 - ptA2y = 0 - self.A2 = np.array([ptA2x, ptA2y]) - - ptA7x = ptA2x - ptA7y = ptA2y + (self.data_object.beam_width_B1 - self.data_object.web_thickness_tw1) / 2 - self.A7 = np.array([ptA7x, ptA7y]) - - ptAS7x = ptA7x - self.data_object.stiffener_length - ptAS7y = ptA7y - self.AS7 = np.array([ptAS7x, ptAS7y]) - - ptA8x = ptA2x - ptA8y = ptA7y + self.data_object.web_thickness_tw1 - self.A8 = np.array([ptA8x, ptA8y]) - - ptAS8x = ptA8x - self.data_object.stiffener_length - ptAS8y = ptA8y - self.AS8 = np.array([ptAS8x, ptAS8y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.beam_width_B1 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA4x = 0 - ptA4y = ptA1y + self.data_object.beam_width_B1 - self.A4 = np.array([ptA4x, ptA4y]) - - ptA5x = 0 - ptA5y = ptA1y + (self.data_object.beam_width_B1 + self.data_object.web_thickness_tw1) / 2 - self.A5 = np.array([ptA5x, ptA5y]) - - ptA6x = 0 - ptA6y = ptA5y - self.data_object.web_thickness_tw1 - self.A6 = np.array([ptA6x, ptA6y]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.B1 = self.A7 - self.B2 = self.B1 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B3 = self.B1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN ------------------------------------------- - self.B4 = self.A8 - self.B5 = self.B4 + self.data_object.web_weld_thickness * np.array([-1, 0]) - self.B6 = self.B4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - # ====================== End Plate 1 ===================== - ptP1x = self.data_object.beam_length_L1 - ptP1y = -(self.data_object.plate_width_B1 - self.data_object.beam_width_B1) / 2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = ptP1x + self.data_object.plate_thickness_p1 - ptP2y = ptP1y - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = ptP2x - ptP3y = (self.data_object.plate_width_B1 + self.data_object.beam_width_B1) / 2 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = ptP1x - ptP4y = ptP3y - self.P4 = np.array([ptP4x, ptP4y]) - - # ====================== End Plate 2 ===================== - ptPP1x = ptP2x - ptPP1y = -(self.data_object.plate_width_B2 - self.data_object.beam_width_B2) / 2 - self.PP1 = np.array([ptPP1x, ptPP1y]) - - ptPP2x = ptPP1x + self.data_object.plate_thickness_p2 - ptPP2y = ptPP1y - self.PP2 = np.array([ptPP2x, ptPP2y]) - - ptPP3x = ptPP2x - ptPP3y = (self.data_object.plate_width_B2 + self.data_object.beam_width_B2) / 2 - self.PP3 = np.array([ptPP3x, ptPP3y]) - - ptPP4x = ptPP1x - ptPP4y = ptPP3y - self.PP4 = np.array([ptPP4x, ptPP4y]) - - # ====================== Primary Beam 2 ===================== - ptAA1x = ptPP2x - ptAA1y = 0 - self.AA1 = np.array([ptAA1x, ptAA1y]) - - ptAA2x = ptAA1x + self.data_object.beam_length_L2 - ptAA2y = 0 - self.AA2 = np.array([ptAA2x, ptAA2y]) - - ptAA7x = ptAA2x - ptAA7y = ptAA2y + (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA7 = np.array([ptAA7x, ptAA7y]) - - ptAA8x = ptAA2x - ptAA8y = ptAA7y + self.data_object.web_thickness_tw2 - self.AA8 = np.array([ptAA8x, ptAA8y]) - - ptAA3x = ptAA2x - ptAA3y = ptAA2y + self.data_object.beam_width_B2 - self.AA3 = np.array([ptAA3x, ptAA3y]) - - ptAA4x = ptAA1x - ptAA4y = ptAA1y + self.data_object.beam_width_B2 - self.AA4 = np.array([ptAA4x, ptAA4y]) - - ptAA5x = ptAA1x - ptAA5y = ptAA4y - (self.data_object.beam_width_B2 - self.data_object.web_thickness_tw2) / 2 - self.AA5 = np.array([ptAA5x, ptAA5y]) - - ptAAS5x = ptAA5x + self.data_object.stiffener_length - ptAAS5y = ptAA5y - self.AAS5 = np.array([ptAAS5x, ptAAS5y]) - - ptAA6x = ptAA1x - ptAA6y = ptAA5y - self.data_object.web_thickness_tw2 - self.AA6 = np.array([ptAA6x, ptAA6y]) - - ptAAS6x = ptAA6x + self.data_object.stiffener_length - ptAAS6y = ptAA6y - self.AAS6 = np.array([ptAAS6x, ptAAS6y]) - - self.P = self.A2 + self.data_object.flange_weld_thickness * np.array([-1, 0]) - - # ------------------------------------------ Weld triangle UP------------------------------------------- - self.BB1 = self.AA6 - self.BB2 = self.BB1 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB3 = self.BB1 + self.data_object.web_weld_thickness * np.array([0, -1]) - - # ------------------------------------------ Weld triangle DOWN------------------------------------------- - self.BB4 = self.AA5 - self.BB5 = self.BB4 + self.data_object.web_weld_thickness * np.array([1, 0]) - self.BB6 = self.BB4 + self.data_object.web_weld_thickness * np.array([0, 1]) - - def call_Oneway_top(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-80 -700 1900 1800')) - dwg.add(dwg.line(self.A5, self.AS8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS8, self.A8).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.A6, self.AS7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AS7, self.A7).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AS7, self.AS8).stroke('blue', width=2.5, linecap='square')) - - - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.polyline(points=[self.PP1, self.PP2, self.PP3, self.PP4, self.PP1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.line(self.AA5, self.AAS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AAS5, self.AA8).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AA6, self.AAS6).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.AAS6, self.AA7).stroke('red', width=2.5, linecap='square').dasharray(dasharray=[5, 5])) - dwg.add(dwg.line(self.AAS6, self.AAS5).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.polyline(points=[self.AA1, self.AA2, self.AA3, self.AA4, self.AA1], stroke='blue', fill='none', stroke_width=2.5)) - - dwg.add(dwg.polyline(points=[self.B1, self.B2, self.B3, self.B1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.B4, self.B5, self.B6, self.B4], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB1, self.BB2, self.BB3, self.BB1], stroke='red', fill='red', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.BB4, self.BB5, self.BB6, self.BB4], stroke='red', fill='red', stroke_width=2.5)) - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=self.AA5, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AA6 - self.data_object.stiffener_weldsize * np.array([0, 1]), - size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AS8, size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.AS7 - self.data_object.stiffener_weldsize * np.array([0, 1]), - size=(self.data_object.stiffener_length, self.data_object.stiffener_weldsize), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add( - dwg.rect(insert=self.P, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B1), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - dwg.add( - dwg.rect(insert=self.AA1, size=(self.data_object.flange_weld_thickness, self.data_object.beam_width_B2), - fill="url(#diagonalHatch)", - stroke='white', stroke_width=1.0)) - else: - pass - - nofc = self.data_object.no_of_columns - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - if nofc >= 1: - for i in range(nofc): - ptx = self.PP2 - self.data_object.edge_dist * np.array([0, -1]) - \ - (self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p1) * np.array([1, 0]) + \ - i * self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - ptx1 = ptx - bolt_r * np.array([0, 1]) - rect_width = float(self.data_object.bolt_diameter) - rect_length = float(self.data_object.plate_thickness_p1 + self.data_object.plate_thickness_p2) - dwg.add(dwg.rect(insert=ptx1, size=(rect_length, rect_width), fill='black', stroke='black', stroke_width=2.5)) - - pt_Cx = ptx + 10 * np.array([1, 0]) - pt_Dx = ptx + (rect_length + 20) * np.array([1, 0]) - dwg.add(dwg.line(pt_Cx, pt_Dx).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - pt_Cx1 = ptx + 1 * np.array([-1, 0]) - pt_Dx1 = ptx + (rect_length - 14) * np.array([-1, 0]) - dwg.add(dwg.line(pt_Cx1, pt_Dx1).stroke('black', width=2.0, linecap='square')) - pt_outside_top_column_list.append(ptx) - - # ------------------------------------------ Faint line for bolts------------------------------------------- - ptx1 = np.array(pt_outside_top_column_list[0]) - pty1 = ptx1 + (self.data_object.beam_length_L1 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[1]) + self.data_object.cross_centre_gauge_dist * np.array([0, 1]) - pty2 = ptx2 + (self.data_object.beam_length_L1 + 60) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.cross_centre_gauge_dist) * np.array([0, -1]) - params = {"offset": (self.data_object.beam_length_L1 + 75), "textoffset": 10, "lineori": "right", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.cross_centre_gauge_dist), params) - - # ------------------------------------------ Primary Beam 1& 2 ------------------------------------------- - point = self.A2 - self.data_object.beam_length_L1 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textdown = " " - textup = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.AA2 - self.data_object.beam_length_L2 / 2 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "Beam " + str(self.data_object.beam_designation) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ End Plate 1 & 2 ------------------------------------------- - point = self.P1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textdown = " " - textup = "End Plate " + str(self.data_object.plate_length_L1) + "x" + str(self.data_object.plate_width_B1) + "x" + str( - self.data_object.plate_thickness_p1) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - point = self.PP1 + self.data_object.plate_thickness_p1 / 2 * np.array([1, 0]) - theta = 60 - offset = 150 - textup = "End Plate " + str(self.data_object.plate_length_L2) + "x" + str(self.data_object.plate_width_B2) + "x" + str( - self.data_object.plate_thickness_p2) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Stiffener ------------------------------------------------- - point = self.AAS5 - theta = 60 - offset = 50 - textup = "Stiffener " + str(self.data_object.stiffener_height) + "x" + str( - self.data_object.stiffener_length) + "x" + str( - self.data_object.stiffener_thickness) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "SE", offset, textup, textdown, element) - - # ------------------------------------------ Weld label -------------------------------------------------- - self.data_object.stiffener_weld = 1 - point = self.AAS6 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - - if self.data_object.weld == "Fillet Weld": - point = self.AA1 - theta = 60 - offset = 100 - textup = " z " + str(self.data_object.flange_weld_thickness) - textdown = " z " + str(self.data_object.flange_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - else: - point = self.AA1 - theta = 60 - offset = 100 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - - # ------------------------------------------ Sectional arrow ------------------------------------------- - pt_a1 = self.A4 - (self.data_object.plate_length_L1/3) * np.array([0, -1]) - pt_b1 = pt_a1 + (50 * np.array([0, -1])) - txt_1 = pt_b1 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - text = "C" - self.data_object.draw_cross_section(dwg, pt_a1, pt_b1, txt_1, text) - - pt_a2 = pt_a1 + (2 * self.data_object.beam_length_L1 + 2 * self.data_object.plate_thickness_p1) * np.array([1, 0]) - pt_b2 = pt_a2 + (50 * np.array([0, -1])) - txt_2 = pt_b2 + (10 * np.array([-1, 0])) + (40 * np.array([0, -1])) - self.data_object.draw_cross_section(dwg, pt_a2, pt_b2, txt_2, text) - - dwg.add(dwg.line(pt_a1, pt_a2).stroke('black', width=1.5, linecap='square')) - - pt_a3 = self.AA2 + (self.data_object.plate_length_L1 / 3) * np.array([1, 0]) - pt_b3 = pt_a3 + (50 * np.array([-1, 0])) - txt_3 = pt_b3 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - text = "B" - self.data_object.draw_cross_section(dwg, pt_a3, pt_b3, txt_3, text) - - pt_a4 = pt_a3 + (self.data_object.beam_width_B1 * np.array([0, 1])) - pt_b4 = pt_a4 + (50 * np.array([-1, 0])) - txt_4 = pt_b4 + (10 * np.array([0, 1])) + (60 * np.array([-1, 0])) - self.data_object.draw_cross_section(dwg, pt_a4, pt_b4, txt_4, text) - - dwg.add(dwg.line(pt_a3, pt_a4).stroke('black', width=1.5,linecap='square')) - - # ------------------------------------------ View details ------------------------------------------- - ptx = self.P4 - 50 * np.array([1, 0]) + 300 * np.array([0, 1]) - dwg.add(dwg.text('Top view (Sec A-A) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() - - -class OnewayEnd2DSide(object): - """ - Contains functions for generating the side view of the Extended bothway endplate connection. - - """ - - def __init__(self, extnd_common_object): - self.data_object = extnd_common_object - - # ========================= End Plate 1 ========================= - ptP1x = 0 - ptP1y = 0 # (self.data_object.plate_length_L1 + self.data_object.beam_depth_D1)/2 - self.P1 = np.array([ptP1x, ptP1y]) - - ptP2x = self.data_object.plate_width_B1 - ptP2y = 0 - self.P2 = np.array([ptP2x, ptP2y]) - - ptP3x = self.data_object.plate_width_B1 - ptP3y = self.data_object.plate_length_L1 - self.P3 = np.array([ptP3x, ptP3y]) - - ptP4x = 0 - ptP4y = self.data_object.plate_length_L1 - self.P4 = np.array([ptP4x, ptP4y]) - - ptP5x = ptP1x + self.data_object.plate_width_B1/2 - self.data_object.stiffener_thickness/2 - ptP5y = ptP1y - self.P5 = np.array([ptP5x, ptP5y]) - - ptP6x = ptP1x + self.data_object.plate_width_B1/ 2 + self.data_object.stiffener_thickness / 2 - ptP6y = ptP1y - self.P6 = np.array([ptP6x, ptP6y]) - - # ========================= Primary Beam 1 ========================= - ptA1x = ptP1x + (self.data_object.plate_width_B1 - self.data_object.beam_width_B2) / 2 - ptA1y = ptP1y + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection) - self.A1 = np.array([ptA1x, ptA1y]) - - ptA2x = ptA1x + self.data_object.beam_width_B2 - ptA2y = ptA1y - self.A2 = np.array([ptA2x, ptA2y]) - - ptA3x = ptA2x - ptA3y = ptA2y + self.data_object.flange_thickness_T2 - self.A3 = np.array([ptA3x, ptA3y]) - - ptA12x = ptA1x - ptA12y = ptA1y + self.data_object.flange_thickness_T2 - self.A12 = np.array([ptA12x, ptA12y]) - - ptA4x = ptA12x + (self.data_object.beam_width_B2 / 2 + self.data_object.web_thickness_tw2 / 2) - ptA4y = ptA3y - self.A4 = np.array([ptA4x, ptA4y]) - - ptAS4x = ptA1x + self.data_object.beam_width_B2/2 - self.data_object.stiffener_thickness/2 - ptAS4y = ptA1y - self.AS4 = np.array([ptAS4x, ptAS4y]) - - ptA8x = ptA1x - ptA8y = ptA1y + (self.data_object.beam_depth_D2) - self.A8 = np.array([ptA8x, ptA8y]) - - ptA9x = ptA1x - ptA9y = ptA8y - self.data_object.flange_thickness_T2 - self.A9 = np.array([ptA9x, ptA9y]) - - ptA7x = ptA8x + self.data_object.beam_width_B2 - ptA7y = ptA8y - self.A7 = np.array([ptA7x, ptA7y]) - - ptA6x = ptA7x - ptA6y = ptA7y - self.data_object.flange_thickness_T2 - self.A6 = np.array([ptA6x, ptA6y]) - - ptA5x = ptA4x - ptA5y = ptA6y - self.A5 = np.array([ptA5x, ptA5y]) - - ptA11x = ptA12x + (self.data_object.beam_width_B2 / 2 - self.data_object.web_thickness_tw2 / 2) - ptA11y = ptA12y - self.A11 = np.array([ptA11x, ptA11y]) - - ptAS11x = ptA1x + self.data_object.beam_width_B2/2 + self.data_object.stiffener_thickness/2 - ptAS11y = ptA1y - self.AS11 = np.array([ptAS11x, ptAS11y]) - - ptA10x = ptA11x - ptA10y = ptA9y - self.A10 = np.array([ptA10x, ptA10y]) - - self.P = self.A11 - self.data_object.web_weld_thickness * np.array([1, 0]) - - def call_Oneway_side(self, filename): - """ - - Args: - filename: path of the images to be saved - - Returns: - Saves the image in the folder - - """ - dwg = svgwrite.Drawing(filename, size=('100%', '100%'), viewBox=('-450 -500 1200 1400')) - dwg.add(dwg.polyline(points=[self.A1, self.A2, self.A3, self.A4, self.A5, self.A6, self.A7, self.A8, self.A9, self.A10, self.A11, self.A12, self.A1], - stroke='blue', fill='#E0E0E0', stroke_width=2.5)) - dwg.add(dwg.polyline(points=[self.P1, self.P2, self.P3, self.P4, self.P1], stroke='blue', fill='none', stroke_width='2.5')) - dwg.add(dwg.line(self.P6, self.AS11).stroke('blue', width=2.5, linecap='square')) - dwg.add(dwg.line(self.P5, self.AS4).stroke('blue', width=2.5, linecap='square')) - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.P5 + self.data_object.stiffener_weldsize*np.array([-1,0])), size=(self.data_object.stiffener_weldsize, ( - self.data_object.plate_length_L1- self.data_object.flange_projection - self.data_object.beam_depth_D2)), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.P6, size=(self.data_object.stiffener_weldsize, (self.data_object.plate_length_L1 - self.data_object.flange_projection - self.data_object.beam_depth_D2)), - fill = "url(#diagonalHatch)", stroke = 'white', stroke_width = 1.0)) - - if self.data_object.weld == "Fillet Weld": - pattern = dwg.defs.add(dwg.pattern(id="diagonalHatch", size=(2, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 1 1)")) - pattern.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - - dwg.add(dwg.rect(insert=self.P, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D1 - (2 * self.data_object.flange_thickness_T1))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, size=(self.data_object.web_weld_thickness, ( - self.data_object.beam_depth_D2 - (2 * self.data_object.flange_thickness_T2))), - fill="url(#diagonalHatch)", stroke='white', stroke_width=1.0)) - pattern1 = dwg.defs.add(dwg.pattern(id="diagonalHatch1", size=(6, 6), patternUnits="userSpaceOnUse", - patternTransform="rotate(45 2 2)", )) - pattern1.add(dwg.path(d="M 0,1 l 6,0", stroke='#000000', stroke_width=2.5)) - dwg.add(dwg.rect(insert=(self.A1 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A4, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A9 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=(self.A5 - self.data_object.flange_weld_thickness * np.array([0, 1])), - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A12, - size=((self.data_object.beam_width_B1 / 2 - self.data_object.web_thickness_tw1 / 2), - self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', stroke_width=1.0)) - dwg.add(dwg.rect(insert=self.A8, - size=(self.data_object.beam_width_B1, self.data_object.flange_weld_thickness), - fill="url(#diagonalHatch1)", stroke='white', - stroke_width=1.0)) - - else: - pass - - nofc = self.data_object.no_of_columns - botfr = self.data_object.bolts_outside_top_flange_row - bitfr = self.data_object.bolts_inside_top_flange_row - bolt_r = int(self.data_object.bolt_diameter) / 2 - - # ------------------------------------------ Bolts Outside Top Flange ------------------------------------------- - pt_outside_top_column_list = [] - - for i in range(1, (botfr + 1)): - col_outside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 10: - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch12 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - else: - - pt = self.P1 + self.data_object.end_dist * np.array([0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_outside_list_top.append(pt) - pt_outside_top_column_list.append(col_outside_list_top) - - # ------------------------------------------ Bolts Inside Top Flange ------------------------------------------- - pt_inside_top_column_list = [] - for i in range(1, (bitfr + 1)): - col_inside_list_top = [] - for j in range(1, (nofc + 1)): - if self.data_object.no_of_bolts == 6: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D2 - self.data_object.flange_projection + - self.data_object.flange_thickness_T2 + self.data_object.Lv ) * np.array([0, 1]) + \ - self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 8: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D1 - self.data_object.flange_projection + self.data_object.flange_thickness_T1 + self.data_object.Lv ) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch23 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - elif self.data_object.no_of_bolts == 10: - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.beam_depth_D1- self.data_object.flange_projection + self.data_object.flange_thickness_T1 + self.data_object.Lv) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.pitch34 * np.array([0, 1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_top.append(pt) - pt_inside_top_column_list.append(col_inside_list_top) - # ================================================================================================ - - nofc = self.data_object.no_of_columns - bobfr = self.data_object.bolts_outside_bottom_flange_row - bibfr = self.data_object.bolts_inside_bottom_flange_row - - - # ------------------------------------------ Bolts Inside Bottom Flange ------------------------------------------- - pt_inside_bottom_column_list = [] - for i in range(1, (bibfr + 1)): - col_inside_list_bottom = [] - for j in range(1, (nofc + 1)): - pt = self.P1 + (self.data_object.plate_length_L1 - self.data_object.flange_projection- self.data_object.flange_thickness_T1 - self.data_object.Lv ) * np.array( - [0, 1]) + self.data_object.edge_dist * np.array([1, 0]) + (i - 1) * self.data_object.Lv * np.array([0, -1]) + ( - j - 1) * self.data_object.cross_centre_gauge_dist * np.array([1, 0]) - - dwg.add(dwg.circle(center=pt, r=bolt_r, stroke='blue', fill='none', stroke_width=1.5)) - pt_C = pt - (bolt_r + 4) * np.array([1, 0]) - pt_D = pt + (bolt_r + 4) * np.array([1, 0]) - dwg.add(dwg.line(pt_C, pt_D).stroke('red', width=1.0, linecap='square')) - - pt_C1 = pt - (bolt_r + 4) * np.array([0, 1]) - pt_D1 = pt + (bolt_r + 4) * np.array([0, 1]) - dwg.add(dwg.line(pt_C1, pt_D1).stroke('red', width=1.0, linecap='square')) - - col_inside_list_bottom.append(pt) - pt_inside_bottom_column_list.append(col_inside_list_bottom) - - # ------------------------------------------ Faint line for top bolts------------------------------------------- - ptx1 = self.P1 - pty1 = ptx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_outside_top_column_list[0][0]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = ptx2 + (self.data_object.edge_dist) * np.array([-1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.edge_dist), params) - # ------------------------------------------------------------------------------------------- - ptxx1 = self.P2 - ptyy1 = ptxx1 + self.data_object.beam_width_B2 * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx1, ptyy1, dwg) - - ptxx2 = np.array(pt_outside_top_column_list[0][1]) - ptyy2 = ptxx2 + (self.data_object.beam_width_B2 + 50) * np.array([0, -1]) - self.data_object.draw_faint_line(ptxx2, ptyy2, dwg) - - point2 = ptxx2 + (self.data_object.edge_dist) * np.array([1, 0]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptxx2, point2, str(self.data_object.edge_dist), params) - - ptxx3 = np.array(pt_outside_top_column_list[0][1]) - ptyy3 = ptxx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptxx3, ptyy3, dwg) - - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point1, point2, str(self.data_object.cross_centre_gauge_dist), params) - - point3 = ptxx2 + self.data_object.end_dist * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, point3, ptxx2, str(self.data_object.end_dist), params) - - - if self.data_object.no_of_bolts == 10: - ptx3 = np.array(pt_outside_top_column_list[1][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - - else: - ptx3 = np.array(pt_outside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - point2 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point2, str(self.data_object.Lv), params) - - # ------------------------------------------ Faint line for inside top flange bolts------------------------------------------- - if self.data_object.no_of_bolts == 6: - ptx1 = np.array(pt_inside_top_column_list[0][1]) - pty1 = ptx1 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx1, pty1, dwg) - - ptx2 = np.array(pt_inside_bottom_column_list[0][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - point1 = np.array(pt_inside_top_column_list[0][1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - point2 = ptx1 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - elif self.data_object.no_of_bolts == 8: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - point2 = ptx2 + self.data_object.pitch34 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point2, str(self.data_object.pitch34), params) - - point1 = ptx2 + self.data_object.pitch23 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx2, point1, str(self.data_object.pitch23), params) - - elif self.data_object.no_of_bolts == 10: - ptx2 = np.array(pt_inside_top_column_list[1][1]) - pty2 = ptx2 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx2, pty2, dwg) - - ptx3 = np.array(pt_inside_top_column_list[0][1]) - pty3 = ptx3 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx3, pty3, dwg) - - point3 = ptx3 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx3, point3, str(self.data_object.Lv), params) - - ptx4 = np.array(pt_inside_top_column_list[2][1]) - pty4 = ptx4 + (self.data_object.beam_width_B2 + 50) * np.array([1, 0]) - self.data_object.draw_faint_line(ptx4, pty4, dwg) - - point2 = ptx4 + self.data_object.pitch34 * np.array([0, -1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "right", "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch34), params) - - point2 = ptx4 + self.data_object.pitch45 * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", "endlinedim": 10, - "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx4, point2, str(self.data_object.pitch45), params) - - # ------------------------------------------------------------------------------------------- - # ------------------------------------------ Faint line for inside bottom flange bolts------------------------------------------- - ptx1 = np.array(pt_inside_bottom_column_list[0][1]) - point2 = ptx1 + self.data_object.Lv * np.array([0, 1]) - params = {"offset": (self.data_object.beam_width_B2 + 50), "textoffset": 10, "lineori": "left", - "endlinedim": 10, "arrowlen": 20} - self.data_object.draw_dimension_outer_arrow(dwg, ptx1, point2, str(self.data_object.Lv), params) - - # ------------------------------------------ End Plate 1 ------------------------------------------- - point = self.P1 + 10 * np.array([1, 0]) - theta = 60 - offset = 50 - textup = "End plate " + str(self.data_object.plate_length_L1) + "x"+ str(self.data_object.plate_width_B1)+ "x" + str( - self.data_object.plate_thickness_p1) - textdown = " " - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ Primary Beam 1 ------------------------------------------- - point = self.A1 +5* np.array([0, 1]) - theta = 1 - offset = 1 - textup = " " - textdown = "Beam " + str(self.data_object.beam_designation) - element = " " - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Web Welding ---------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A4 + self.data_object.beam_depth_D2/2 *np.array([0, 1]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.web_weld_thickness) - textdown = " z " + str(self.data_object.web_weld_thickness) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A4 + self.data_object.beam_depth_D2/2 *np.array([0, 1]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # --------------------------------------------- Stiffener Welding ---------------------------------------------- - self.data_object.stiffener_weld =1 - point = self.P6 - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.stiffener_weldsize) - textdown = " z " + str(self.data_object.stiffener_weldsize) - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NE", offset, textup, textdown, element) - self.data_object.stiffener_weld = 0 - # --------------------------------------------- Flange Welding ------------------------------------------- - if self.data_object.weld == "Fillet Weld": - point = self.A1 + 20*np.array([1, 0]) - theta = 60 - offset = 50 - textup = " z " + str(self.data_object.flange_weld_thickness) + " " - textdown = " z " + str(self.data_object.flange_weld_thickness) + " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - else: - point = self.A1 + 20*np.array([1, 0]) - theta = 60 - offset = 50 - textup = " " - textdown = " " - element = "weld" - self.data_object.draw_oriented_arrow(dwg, point, theta, "NW", offset, textup, textdown, element) - - # ------------------------------------------ View details------------------------------------------- - ptx = self.P4 * np.array([0, 1]) + 100 * np.array([0, 1]) - dwg.add(dwg.text('Side view (Sec B-B) ', insert=ptx, fill='black', font_family="sans-serif", font_size=30)) - ptx1 = ptx + 40 * np.array([0, 1]) - dwg.add(dwg.text('(All dimensions are in "mm")', insert=ptx1, fill='black', font_family="sans-serif", font_size=30)) - - dwg.save() diff --git a/gui/icons_rc.py b/gui/icons_rc.py deleted file mode 100644 index e720594e7..000000000 --- a/gui/icons_rc.py +++ /dev/null @@ -1,13701 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt5 (Qt v5.6.2) -# -# WARNING! 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-\x00\x00\x02\x24\x00\x01\x00\x00\x00\x01\x00\x02\xb2\xd6\ -" - -def qInitResources(): - QtCore.qRegisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(0x01, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/gui/list.py b/gui/list.py deleted file mode 100644 index 0f1db179e..000000000 --- a/gui/list.py +++ /dev/null @@ -1,205 +0,0 @@ -from PyQt5 import QtCore, QtWidgets, QtGui -import sqlite3 -class TwoListSelection(QtWidgets.QWidget): - def __init__(self, parent=None): - super(TwoListSelection, self).__init__(parent) - self.setup_layout() - - def setup_layout(self): - lay = QtWidgets.QHBoxLayout(self) - self.mInput = QtWidgets.QListWidget() - self.mOuput = QtWidgets.QListWidget() - - self.mButtonToSelected = QtWidgets.QPushButton(">>") - self.mBtnMoveToAvailable= QtWidgets.QPushButton(">") - self.mBtnMoveToSelected= QtWidgets.QPushButton("<") - self.mButtonToAvailable = QtWidgets.QPushButton("<<") - #self.ourbtn = QtWidgets.QPushButton("Submit") - vlay = QtWidgets.QVBoxLayout() - vlay.addStretch() - vlay.addWidget(self.mButtonToSelected) - vlay.addWidget(self.mBtnMoveToAvailable) - vlay.addWidget(self.mBtnMoveToSelected) - vlay.addWidget(self.mButtonToAvailable) - - - vlay.addStretch() - - #self.mBtnUp = QtWidgets.QPushButton("Up") - #self.mBtnDown = QtWidgets.QPushButton("Down") - - vlay2 = QtWidgets.QVBoxLayout() - """vlay2.addStretch() - #vlay2.addWidget(self.mBtnUp) - #vlay2.addWidget(self.mBtnDown) - vlay2.addStretch()""" - - lay.addWidget(self.mInput) - lay.addLayout(vlay) - lay.addWidget(self.mOuput) - #lay.addWidget(self.ourbtn) - #lay.addLayout(vlay2) - - # self.bt = QtWidgets.QPushButton("Submit") - # self.bt.clicked.connect(self.get_right_elements) - # vlay2.addStretch() - # vlay2.addWidget(self.bt) - # vlay2.addStretch() - # lay.addLayout(vlay2) - self.update_buttons_status() - self.connections() - - @QtCore.pyqtSlot() - def update_buttons_status(self): - #self.mBtnUp.setDisabled(not bool(self.mOuput.selectedItems()) or self.mOuput.currentRow() == 0) - #self.mBtnDown.setDisabled(not bool(self.mOuput.selectedItems()) or self.mOuput.currentRow() == (self.mOuput.count() -1)) - self.mBtnMoveToAvailable.setDisabled(not bool(self.mInput.selectedItems()) or self.mOuput.currentRow() == 0) - self.mBtnMoveToSelected.setDisabled(not bool(self.mOuput.selectedItems())) - - def connections(self): - self.mInput.itemSelectionChanged.connect(self.update_buttons_status) - self.mOuput.itemSelectionChanged.connect(self.update_buttons_status) - self.mBtnMoveToAvailable.clicked.connect(self.on_mBtnMoveToAvailable_clicked) - self.mBtnMoveToSelected.clicked.connect(self.on_mBtnMoveToSelected_clicked) - self.mButtonToAvailable.clicked.connect(self.on_mButtonToAvailable_clicked) - self.mButtonToSelected.clicked.connect(self.on_mButtonToSelected_clicked) - #self.mBtnUp.clicked.connect(self.on_mBtnUp_clicked) - #self.mBtnDown.clicked.connect(self.on_mBtnDown_clicked) - - @QtCore.pyqtSlot() - def on_mBtnMoveToAvailable_clicked(self): - self.mOuput.addItem(self.mInput.takeItem(self.mInput.currentRow())) - - @QtCore.pyqtSlot() - def on_mBtnMoveToSelected_clicked(self): - self.mInput.addItem(self.mOuput.takeItem(self.mOuput.currentRow())) - - @QtCore.pyqtSlot() - def on_mButtonToAvailable_clicked(self): - while self.mOuput.count() > 0: - self.mInput.addItem(self.mOuput.takeItem(0)) - - @QtCore.pyqtSlot() - def on_mButtonToSelected_clicked(self): - while self.mInput.count() > 0: - self.mOuput.addItem(self.mInput.takeItem(0)) - - @QtCore.pyqtSlot() - def on_mBtnUp_clicked(self): - row = self.mOuput.currentRow() - currentItem = self.mOuput.takeItem(row) - self.mOuput.insertItem(row - 1, currentItem) - self.mOuput.setCurrentRow(row - 1) - - @QtCore.pyqtSlot() - def on_mBtnDown_clicked(self): - row = self.mOuput.currentRow() - currentItem = self.mOuput.takeItem(row) - self.mOuput.insertItem(row + 1, currentItem) - self.mOuput.setCurrentRow(row + 1) - - def addAvailableItems(self,items): - self.mInput.addItems((items)) - - def get_left_elements(self): - r = [] - for i in range(self.mInput.count()): - it = self.mInput.item(i) - r.append(it.text()) - - return r - - def get_right_elements(self): - r = [] - for i in range(self.mOuput.count()): - it = self.mOuput.item(i) - r.append(it.text()) - return r - -if __name__ == '__main__': - # def connectdb(): - # conn = sqlite3.connect('C:/Users/pc/Desktop/demo database/DBbolt.db') - # lst = [] - # cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") - # - # # if table_name == "Angles": - # # cursor = conn.execute("SELECT Designation FROM Angles") - # # elif table_name == "Channels": - # # cursor = conn.execute("SELECT Designation FROM Channels") - # # - # # elif table_name == "Beams": - # # cursor = conn.execute("SELECT Designation FROM Beams") - # # else: - # # cursor = conn.execute("SELECT Designation FROM Columns") - # rows = cursor.fetchall() - # - # for row in rows: - # lst.append(row) - # - # return (lst) - list2 = [1,2,3,4,5,6,7,8,9,0] - lst = ['umair','amir'] - #list1 = connectdb() - list2 = [x[0] for x in lst] - import sys - app = QtWidgets.QApplication.instance() - if app is None: - app = QtWidgets.QApplication(sys.argv) - list_selection = TwoListSelection() - #list_selection.addAvailableItems(["item-{}".format(i) for i in range(20)]) - list_selection.addAvailableItems(str(x) for x in lst) - # def on_clicked_left(): - # print(list_selection.get_left_elements()) - def on_clicked_right(): - print(list_selection.get_right_elements()) - az = list_selection.get_right_elements() - #print(az) - l_label = QtWidgets.QLabel( - text="Available:", - #clicked=on_clicked_left - ) - r_label = QtWidgets.QLabel( - text="Selected:", - #clicked=on_clicked_right - ) - - ourbtn = QtWidgets.QPushButton( - text="Submit", - clicked=on_clicked_right - ) - # ourbtn1 = QtWidgets.QPushButton( - # text="Sub", - # clicked=on_clicked_right - # ) - ourbtn.setGeometry(QtCore.QRect(440, 412, -111, 51)) - - w = QtWidgets.QWidget() - lay = QtWidgets.QVBoxLayout(w) - hlay = QtWidgets.QHBoxLayout() - clay = QtWidgets.QHBoxLayout() - hlay.addWidget(l_label) - hlay.addWidget(r_label) - lay.addLayout(hlay) - lay.addWidget(list_selection) - clay.addWidget(ourbtn) - # clay.addWidget(ourbtn1) - lay.addLayout(clay) - ourbtn.setMaximumWidth(100) - #ourbtn.resize(12,12) - - - - - - - - - - - - - - - - w.show() - sys.exit(app.exec_()) diff --git a/gui/osdagMainPageIcons_rc.py b/gui/osdagMainPageIcons_rc.py deleted file mode 100644 index f7d3dfa53..000000000 --- a/gui/osdagMainPageIcons_rc.py +++ /dev/null @@ -1,43050 +0,0 @@ -# -*- coding: utf-8 -*- - -# Resource object code -# -# Created by: The Resource Compiler for PyQt5 (Qt v5.9.5) -# -# WARNING! 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-\xdc\x61\x08\x2e\x10\x83\x03\x82\xe0\x02\xd1\xe2\x08\x82\x0b\x44\ -\xe2\x08\x82\x0b\x94\x80\x58\x19\x4f\x10\x3a\xc7\xa2\x04\x8a\xe4\ -\x8e\x42\x10\x7c\xcc\x65\x25\xf0\x95\xdc\x51\x08\x82\x8f\xf9\x4a\ -\x61\xb7\xdb\xfb\x00\xa7\x81\xee\xb7\x41\xa7\x20\x78\x5e\x0d\x90\ -\xaa\x54\x28\x14\x45\xc0\x42\x40\xac\x90\x27\x08\x37\x56\x03\x2c\ -\x54\x28\x14\x57\x1c\xf3\xd8\x7f\x6a\x79\x9e\x05\xe6\x01\x09\x88\ -\x9d\x0c\x04\x01\xae\x0e\x9e\x15\x72\xf5\x96\xe6\x25\x85\x42\x71\ -\x05\xe0\xff\x01\xf7\xa9\x96\xbb\x90\x3a\x5e\xbd\x00\x00\x00\x00\ -\x49\x45\x4e\x44\xae\x42\x60\x82\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -" - -qt_resource_name = b"\ -\x00\x09\ -\x0c\x78\x54\x88\ -\x00\x6e\ -\x00\x65\x00\x77\x00\x50\x00\x72\x00\x65\x00\x66\x00\x69\x00\x78\ -\x00\x06\ -\x07\x03\x7d\xc3\ -\x00\x69\ -\x00\x6d\x00\x61\x00\x67\x00\x65\x00\x73\ -\x00\x0d\ -\x0f\x34\x3f\xc7\ -\x00\x66\ -\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x62\x00\x6f\x00\x74\x00\x68\x00\x2e\x00\x70\x00\x6e\x00\x67\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x0c\ -\x05\x08\xf9\x07\ -\x00\x66\ -\x00\x69\x00\x6e\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x07\x35\xc8\x87\ -\x00\x77\ -\x00\x65\x00\x62\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x62\x00\x6f\x00\x74\x00\x68\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x08\ -\x00\xa5\x59\x47\ -\x00\x69\ -\x00\x69\x00\x74\x00\x62\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0e\ -\x05\x61\xbe\x87\ -\x00\x77\ -\x00\x65\x00\x62\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x6f\x00\x6e\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x0c\x6b\xb9\xc7\ -\x00\x62\ -\x00\x65\x00\x61\x00\x6d\x00\x5f\x00\x63\x00\x6f\x00\x6c\x00\x75\x00\x6d\x00\x6e\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x18\ -\x0e\x7e\x23\xa7\ -\x00\x62\ -\x00\x65\x00\x61\x00\x6d\x00\x5f\x00\x63\x00\x6f\x00\x6c\x00\x75\x00\x6d\x00\x6e\x00\x5f\x00\x65\x00\x6e\x00\x64\x00\x70\x00\x6c\ -\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x05\ -\x00\x34\x57\x47\ -\x00\x31\ -\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x09\ -\x0a\x7a\xfa\x67\ -\x00\x4f\ -\x00\x73\x00\x64\x00\x61\x00\x67\x00\x2e\x00\x70\x00\x6e\x00\x67\ -======= -\x00\x0e\ -\x05\x41\x63\x87\ -\x00\x63\ -\x00\x6f\x00\x76\x00\x65\x00\x72\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -\x00\x0c\ -\x0e\xce\x9b\x47\ -\x00\x6c\ -\x00\x6f\x00\x67\x00\x6f\x00\x69\x00\x69\x00\x74\x00\x62\x00\x2e\x00\x70\x00\x6e\x00\x67\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x0d\ -\x07\xd9\xe6\x47\ -\x00\x69\ -\x00\x6d\x00\x61\x00\x67\x00\x65\x00\x33\x00\x34\x00\x38\x00\x37\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x10\ -\x07\xee\xb0\xa7\ -\x00\x73\ -\x00\x65\x00\x61\x00\x74\x00\x65\x00\x64\x00\x41\x00\x6e\x00\x67\x00\x6c\x00\x65\x00\x31\x00\x2e\x00\x70\x00\x6e\x00\x67\ -======= -\x00\x0c\ -\x0b\xe3\x05\x27\ -\x00\x69\ -\x00\x69\x00\x74\x00\x62\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -\x00\x12\ -\x0d\x48\x76\x07\ -\x00\x77\ -\x00\x6f\x00\x72\x00\x6b\x00\x73\x00\x70\x00\x61\x00\x63\x00\x65\x00\x5f\x00\x69\x00\x63\x00\x6f\x00\x6e\x00\x2e\x00\x70\x00\x6e\ -\x00\x67\ -\x00\x0c\ -\x07\x28\x0f\xc7\ -\x00\x65\ -\x00\x78\x00\x74\x00\x65\x00\x6e\x00\x64\x00\x65\x00\x64\x00\x2e\x00\x70\x00\x6e\x00\x67\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x0e\ -\x05\x41\x63\x87\ -\x00\x63\ -\x00\x6f\x00\x76\x00\x65\x00\x72\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x14\ -\x09\x15\x0d\xc7\ -\x00\x77\ -\x00\x6f\x00\x72\x00\x6b\x00\x73\x00\x70\x00\x61\x00\x63\x00\x65\x00\x5f\x00\x69\x00\x63\x00\x6f\x00\x6e\x00\x20\x00\x31\x00\x2e\ -\x00\x70\x00\x6e\x00\x67\ -======= -\x00\x0f\ -\x01\x18\x36\x87\ -\x00\x46\ -\x00\x6f\x00\x73\x00\x73\x00\x65\x00\x65\x00\x5f\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x07\x35\xc8\x87\ -\x00\x77\ -\x00\x65\x00\x62\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x62\x00\x6f\x00\x74\x00\x68\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x0b\xe3\x1b\x27\ -\x00\x69\ -\x00\x69\x00\x74\x00\x5f\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x08\ -\x00\xa5\x59\x47\ -\x00\x69\ -\x00\x69\x00\x74\x00\x62\x00\x2e\x00\x70\x00\x6e\x00\x67\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -\x00\x10\ -\x05\x7b\x27\x27\ -\x00\x4f\ -\x00\x73\x00\x64\x00\x61\x00\x67\x00\x5f\x00\x68\x00\x65\x00\x61\x00\x64\x00\x65\x00\x72\x00\x2e\x00\x70\x00\x6e\x00\x67\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x06\ -\x06\xc9\x57\x47\ -\x00\x66\ -\x00\x66\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x0b\xe3\x05\x27\ -\x00\x69\ -\x00\x69\x00\x74\x00\x62\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x0b\xe3\x1b\x27\ -\x00\x69\ -\x00\x69\x00\x74\x00\x5f\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x05\x31\x39\x07\ -\x00\x65\ -\x00\x6e\x00\x64\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x0b\xe1\xa1\xe7\ -\x00\x66\ -\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x6f\x00\x6e\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x01\x18\x36\x87\ -\x00\x46\ -\x00\x6f\x00\x73\x00\x73\x00\x65\x00\x65\x00\x5f\x00\x6c\x00\x6f\x00\x67\x00\x6f\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x08\x97\x4f\x87\ -\x00\x63\ -\x00\x6c\x00\x69\x00\x63\x00\x6b\x00\x5f\x00\x69\x00\x6d\x00\x61\x00\x67\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -======= ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -\x00\x0c\ -\x03\x2c\x4d\x27\ -\x00\x77\ -\x00\x65\x00\x62\x00\x66\x00\x6c\x00\x75\x00\x73\x00\x68\x00\x2e\x00\x70\x00\x6e\x00\x67\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -======= -\x00\x06\ -\x06\xc9\x57\x47\ -\x00\x66\ -\x00\x66\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0d\ -\x07\xd9\xe6\x47\ -\x00\x69\ -\x00\x6d\x00\x61\x00\x67\x00\x65\x00\x33\x00\x34\x00\x38\x00\x37\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0f\ -\x08\x97\x4f\x87\ -\x00\x63\ -\x00\x6c\x00\x69\x00\x63\x00\x6b\x00\x5f\x00\x69\x00\x6d\x00\x61\x00\x67\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0e\ -\x05\x61\xbe\x87\ -\x00\x77\ -\x00\x65\x00\x62\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x6f\x00\x6e\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x05\x31\x39\x07\ -\x00\x65\ -\x00\x6e\x00\x64\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x09\ -\x0a\x7a\xfa\x67\ -\x00\x4f\ -\x00\x73\x00\x64\x00\x61\x00\x67\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x0b\xe1\xa1\xe7\ -\x00\x66\ -\x00\x65\x00\x78\x00\x74\x00\x6e\x00\x6f\x00\x6e\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x10\ -\x07\xee\xb0\xa7\ -\x00\x73\ -\x00\x65\x00\x61\x00\x74\x00\x65\x00\x64\x00\x41\x00\x6e\x00\x67\x00\x6c\x00\x65\x00\x31\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x0c\ -\x05\x08\xf9\x07\ -\x00\x66\ -\x00\x69\x00\x6e\x00\x70\x00\x6c\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x14\ -\x09\x15\x0d\xc7\ -\x00\x77\ -\x00\x6f\x00\x72\x00\x6b\x00\x73\x00\x70\x00\x61\x00\x63\x00\x65\x00\x5f\x00\x69\x00\x63\x00\x6f\x00\x6e\x00\x20\x00\x31\x00\x2e\ -\x00\x70\x00\x6e\x00\x67\ -\x00\x18\ -\x0e\x7e\x23\xa7\ -\x00\x62\ -\x00\x65\x00\x61\x00\x6d\x00\x5f\x00\x63\x00\x6f\x00\x6c\x00\x75\x00\x6d\x00\x6e\x00\x5f\x00\x65\x00\x6e\x00\x64\x00\x70\x00\x6c\ -\x00\x61\x00\x74\x00\x65\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\x00\x11\ -\x0a\xd9\x7f\x47\ -\x00\x75\ -\x00\x73\x00\x65\x00\x72\x00\x5f\x00\x73\x00\x65\x00\x63\x00\x74\x00\x69\x00\x6f\x00\x6e\x00\x31\x00\x2e\x00\x70\x00\x6e\x00\x67\ -\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -" - -qt_resource_struct_v1 = b"\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x01\x00\x00\x00\x01\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x01\x00\x00\x00\x02\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x00\x00\x18\x00\x02\x00\x00\x00\x19\x00\x00\x00\x03\ -\x00\x00\x01\x1e\x00\x00\x00\x00\x00\x01\x00\x01\xb9\xcd\ -\x00\x00\x00\x8c\x00\x00\x00\x00\x00\x01\x00\x00\x91\x77\ -\x00\x00\x02\xf2\x00\x00\x00\x00\x00\x01\x00\x05\xcc\xdf\ -\x00\x00\x03\x3a\x00\x00\x00\x00\x00\x01\x00\x06\x06\x30\ -\x00\x00\x00\x4a\x00\x00\x00\x00\x00\x01\x00\x00\x34\xc7\ -\x00\x00\x02\xb6\x00\x00\x00\x00\x00\x01\x00\x05\x77\x4b\ -\x00\x00\x01\xf2\x00\x00\x00\x00\x00\x01\x00\x03\x26\xe2\ -\x00\x00\x00\xa2\x00\x00\x00\x00\x00\x01\x00\x01\x09\x73\ -\x00\x00\x02\x42\x00\x00\x00\x00\x00\x01\x00\x03\x94\xd5\ -\x00\x00\x02\x68\x00\x00\x00\x00\x00\x01\x00\x03\xe7\x19\ -\x00\x00\x01\xd4\x00\x00\x00\x00\x00\x01\x00\x02\xdf\x07\ -\x00\x00\x00\x68\x00\x00\x00\x00\x00\x01\x00\x00\x55\xc1\ -\x00\x00\x01\x64\x00\x00\x00\x00\x00\x01\x00\x02\x1f\x35\ -\x00\x00\x01\x84\x00\x00\x00\x00\x00\x01\x00\x02\x4f\x7d\ -\x00\x00\x03\x16\x00\x00\x00\x00\x00\x01\x00\x05\xed\x9d\ -\x00\x00\x02\x14\x00\x00\x00\x00\x00\x01\x00\x03\x7a\xc1\ -\x00\x00\x01\x2e\x00\x00\x00\x00\x00\x01\x00\x01\xe7\x2c\ -\x00\x00\x02\xd4\x00\x00\x00\x00\x00\x01\x00\x05\x98\x9c\ -\x00\x00\x02\x7a\x00\x00\x00\x00\x00\x01\x00\x04\x18\x7e\ -\x00\x00\x02\x98\x00\x00\x00\x00\x00\x01\x00\x05\x3f\x2a\ -\x00\x00\x00\xc4\x00\x00\x00\x00\x00\x01\x00\x01\x43\xd1\ -\x00\x00\x01\xaa\x00\x00\x00\x00\x00\x01\x00\x02\x87\x3c\ -\x00\x00\x00\xe8\x00\x00\x00\x00\x00\x01\x00\x01\x7a\x25\ -\x00\x00\x01\x46\x00\x00\x00\x00\x00\x01\x00\x01\xef\xd7\ -======= -\x00\x00\x00\x18\x00\x02\x00\x00\x00\x18\x00\x00\x00\x03\ -\x00\x00\x01\x56\x00\x00\x00\x00\x00\x01\x00\x03\x12\xeb\ -\x00\x00\x00\xf0\x00\x00\x00\x00\x00\x01\x00\x02\x7e\x56\ -\x00\x00\x01\x92\x00\x00\x00\x00\x00\x01\x00\x03\xdd\x2b\ -\x00\x00\x02\xa2\x00\x00\x00\x00\x00\x01\x00\x05\x60\xa2\ -\x00\x00\x02\x28\x00\x00\x00\x00\x00\x01\x00\x04\xca\xa4\ -\x00\x00\x00\x4a\x00\x00\x00\x00\x00\x01\x00\x00\x34\xc7\ -\x00\x00\x02\x06\x00\x00\x00\x00\x00\x01\x00\x04\x90\x46\ -\x00\x00\x01\x6c\x00\x00\x00\x00\x00\x01\x00\x03\x8a\xe7\ -\x00\x00\x01\xb0\x00\x00\x00\x00\x00\x01\x00\x04\x16\x06\ -\x00\x00\x00\xd2\x00\x00\x00\x00\x00\x01\x00\x02\x36\x7b\ -\x00\x00\x01\x14\x00\x00\x00\x00\x00\x01\x00\x02\x9f\x14\ -\x00\x00\x01\xc2\x00\x00\x00\x00\x00\x01\x00\x04\x47\x6b\ -\x00\x00\x02\x7c\x00\x00\x00\x00\x00\x01\x00\x05\x28\xe3\ -\x00\x00\x01\xe2\x00\x00\x00\x00\x00\x01\x00\x04\x77\xb3\ -\x00\x00\x02\xc0\x00\x00\x00\x00\x00\x01\x00\x05\x81\x9c\ -\x00\x00\x02\x46\x00\x00\x00\x00\x00\x01\x00\x04\xeb\xf5\ -\x00\x00\x03\x24\x00\x00\x00\x00\x00\x01\x00\x06\x00\x87\ -\x00\x00\x02\x5e\x00\x00\x00\x00\x00\x01\x00\x04\xf4\xa0\ -\x00\x00\x00\x8a\x00\x00\x00\x00\x00\x01\x00\x00\xb8\x04\ -\x00\x00\x01\x38\x00\x00\x00\x00\x00\x01\x00\x02\xda\xca\ -\x00\x00\x00\xa8\x00\x00\x00\x00\x00\x01\x00\x01\xde\xb0\ -\x00\x00\x02\xee\x00\x00\x00\x00\x00\x01\x00\x05\x9b\xb0\ -\x00\x00\x00\x6c\x00\x00\x00\x00\x00\x01\x00\x00\x88\xa6\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -\x00\x00\x00\x2a\x00\x00\x00\x00\x00\x01\x00\x00\x00\x00\ -" - -qt_resource_struct_v2 = b"\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x01\x00\x00\x00\x01\ -\x00\x00\x00\x00\x00\x00\x00\x00\ -\x00\x00\x00\x00\x00\x02\x00\x00\x00\x01\x00\x00\x00\x02\ -\x00\x00\x00\x00\x00\x00\x00\x00\ -<<<<<<< HEAD:osdagMainPageIcons_rc.py -\x00\x00\x00\x18\x00\x02\x00\x00\x00\x19\x00\x00\x00\x03\ -\x00\x00\x00\x00\x00\x00\x00\x00\ -\x00\x00\x01\x1e\x00\x00\x00\x00\x00\x01\x00\x01\xb9\xcd\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\x8c\x00\x00\x00\x00\x00\x01\x00\x00\x91\x77\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\xf2\x00\x00\x00\x00\x00\x01\x00\x05\xcc\xdf\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x03\x3a\x00\x00\x00\x00\x00\x01\x00\x06\x06\x30\ -\x00\x00\x01\x6a\xe8\x31\xf0\x20\ -\x00\x00\x00\x4a\x00\x00\x00\x00\x00\x01\x00\x00\x34\xc7\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\xb6\x00\x00\x00\x00\x00\x01\x00\x05\x77\x4b\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x01\xf2\x00\x00\x00\x00\x00\x01\x00\x03\x26\xe2\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\xa2\x00\x00\x00\x00\x00\x01\x00\x01\x09\x73\ -\x00\x00\x01\x6a\xe8\x32\xab\xa0\ -\x00\x00\x02\x42\x00\x00\x00\x00\x00\x01\x00\x03\x94\xd5\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\x68\x00\x00\x00\x00\x00\x01\x00\x03\xe7\x19\ -\x00\x00\x01\x6a\xe8\x2e\x5a\x28\ -\x00\x00\x01\xd4\x00\x00\x00\x00\x00\x01\x00\x02\xdf\x07\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\x68\x00\x00\x00\x00\x00\x01\x00\x00\x55\xc1\ -\x00\x00\x01\x6a\xe8\x34\xd2\x68\ -\x00\x00\x01\x64\x00\x00\x00\x00\x00\x01\x00\x02\x1f\x35\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x01\x84\x00\x00\x00\x00\x00\x01\x00\x02\x4f\x7d\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x03\x16\x00\x00\x00\x00\x00\x01\x00\x05\xed\x9d\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\x14\x00\x00\x00\x00\x00\x01\x00\x03\x7a\xc1\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x01\x2e\x00\x00\x00\x00\x00\x01\x00\x01\xe7\x2c\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\xd4\x00\x00\x00\x00\x00\x01\x00\x05\x98\x9c\ -\x00\x00\x01\x6a\xe8\x33\x4b\xc8\ -\x00\x00\x02\x7a\x00\x00\x00\x00\x00\x01\x00\x04\x18\x7e\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x02\x98\x00\x00\x00\x00\x00\x01\x00\x05\x3f\x2a\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\xc4\x00\x00\x00\x00\x00\x01\x00\x01\x43\xd1\ -\x00\x00\x01\x6a\xe8\x75\x42\x80\ -\x00\x00\x01\xaa\x00\x00\x00\x00\x00\x01\x00\x02\x87\x3c\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\xe8\x00\x00\x00\x00\x00\x01\x00\x01\x7a\x25\ -\x00\x00\x01\x6a\xe8\x75\x56\x08\ -\x00\x00\x01\x46\x00\x00\x00\x00\x00\x01\x00\x01\xef\xd7\ -\x00\x00\x01\x6a\xde\x30\xfe\x90\ -\x00\x00\x00\x2a\x00\x00\x00\x00\x00\x01\x00\x00\x00\x00\ -\x00\x00\x01\x6a\xe8\x34\x41\xe0\ -======= -\x00\x00\x00\x18\x00\x02\x00\x00\x00\x18\x00\x00\x00\x03\ -\x00\x00\x00\x00\x00\x00\x00\x00\ -\x00\x00\x01\x56\x00\x00\x00\x00\x00\x01\x00\x03\x12\xeb\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x00\xf0\x00\x00\x00\x00\x00\x01\x00\x02\x7e\x56\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x01\x92\x00\x00\x00\x00\x00\x01\x00\x03\xdd\x2b\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ -\x00\x00\x02\xa2\x00\x00\x00\x00\x00\x01\x00\x05\x60\xa2\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\x28\x00\x00\x00\x00\x00\x01\x00\x04\xca\xa4\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x00\x4a\x00\x00\x00\x00\x00\x01\x00\x00\x34\xc7\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\x06\x00\x00\x00\x00\x00\x01\x00\x04\x90\x46\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ -\x00\x00\x01\x6c\x00\x00\x00\x00\x00\x01\x00\x03\x8a\xe7\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x01\xb0\x00\x00\x00\x00\x00\x01\x00\x04\x16\x06\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ -\x00\x00\x00\xd2\x00\x00\x00\x00\x00\x01\x00\x02\x36\x7b\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x01\x14\x00\x00\x00\x00\x00\x01\x00\x02\x9f\x14\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ -\x00\x00\x01\xc2\x00\x00\x00\x00\x00\x01\x00\x04\x47\x6b\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\x7c\x00\x00\x00\x00\x00\x01\x00\x05\x28\xe3\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x01\xe2\x00\x00\x00\x00\x00\x01\x00\x04\x77\xb3\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\xc0\x00\x00\x00\x00\x00\x01\x00\x05\x81\x9c\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\x46\x00\x00\x00\x00\x00\x01\x00\x04\xeb\xf5\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x03\x24\x00\x00\x00\x00\x00\x01\x00\x06\x00\x87\ -\x00\x00\x01\x6b\x45\xd3\x4e\xdd\ -\x00\x00\x02\x5e\x00\x00\x00\x00\x00\x01\x00\x04\xf4\xa0\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ -\x00\x00\x00\x8a\x00\x00\x00\x00\x00\x01\x00\x00\xb8\x04\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x01\x38\x00\x00\x00\x00\x00\x01\x00\x02\xda\xca\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x00\xa8\x00\x00\x00\x00\x00\x01\x00\x01\xde\xb0\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x02\xee\x00\x00\x00\x00\x00\x01\x00\x05\x9b\xb0\ -\x00\x00\x01\x6b\x36\x5f\x92\xd8\ -\x00\x00\x00\x6c\x00\x00\x00\x00\x00\x01\x00\x00\x88\xa6\ -\x00\x00\x01\x6a\xe0\xdf\xa3\xd0\ -\x00\x00\x00\x2a\x00\x00\x00\x00\x00\x01\x00\x00\x00\x00\ -\x00\x00\x01\x6b\x21\x58\x7a\x11\ ->>>>>>> icfoss-fellowship-24:gui/osdagMainPageIcons_rc.py -" - -qt_version = QtCore.qVersion().split('.') -if qt_version < ['5', '8', '0']: - rcc_version = 1 - qt_resource_struct = qt_resource_struct_v1 -else: - rcc_version = 2 - qt_resource_struct = qt_resource_struct_v2 - -def qInitResources(): - QtCore.qRegisterResourceData(rcc_version, qt_resource_struct, qt_resource_name, qt_resource_data) - -def qCleanupResources(): - QtCore.qUnregisterResourceData(rcc_version, qt_resource_struct, qt_resource_name, qt_resource_data) - -qInitResources() diff --git a/gui/toggle_button.py b/gui/toggle_button.py deleted file mode 100644 index adcbabad7..000000000 --- a/gui/toggle_button.py +++ /dev/null @@ -1,186 +0,0 @@ -from PyQt5.QtCore import QPropertyAnimation, QRectF, QSize, Qt, pyqtProperty -from PyQt5.QtGui import QPainter -from PyQt5.QtWidgets import ( - QAbstractButton, - QApplication, - QHBoxLayout, - QSizePolicy, - QWidget, -) - - -class Switch(QAbstractButton): - def __init__(self, parent=None, track_radius=10, thumb_radius=8): - super().__init__(parent=parent) - self.setCheckable(True) - self.setSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed) - - self._track_radius = track_radius - self._thumb_radius = thumb_radius - - self._margin = max(0, self._thumb_radius - self._track_radius) - self._base_offset = max(self._thumb_radius, self._track_radius) - self._end_offset = { - True: lambda: self.width() - self._base_offset, - False: lambda: self._base_offset, - } - self._offset = self._base_offset - - palette = self.palette() - if self._thumb_radius > self._track_radius: - self._track_color = { - True: palette.highlight(), - False: palette.dark(), - } - self._thumb_color = { - True: palette.highlight(), - False: palette.light(), - } - self._text_color = { - True: palette.highlightedText().color(), - False: palette.dark().color(), - } - self._thumb_text = { - True: '', - False: '', - } - self._track_opacity = 0.5 - else: - self._thumb_color = { - True: palette.highlightedText(), - False: palette.light(), - } - self._track_color = { - True: palette.highlight(), - False: palette.dark(), - } - self._text_color = { - True: palette.highlight().color(), - False: palette.dark().color(), - } - self._thumb_text = { - True: 'āˆš', - False: 'āœ•', - } - self._track_opacity = 1 - - @pyqtProperty(int) - def offset(self): - return self._offset - - @offset.setter - def offset(self, value): - self._offset = value - self.update() - - def sizeHint(self): # pylint: disable=invalid-name - return QSize( - 4 * self._track_radius + 2 * self._margin, - 2 * self._track_radius + 2 * self._margin, - ) - - def setChecked(self, checked): - super().setChecked(checked) - self.offset = self._end_offset[checked]() - - def resizeEvent(self, event): - super().resizeEvent(event) - self.offset = self._end_offset[self.isChecked()]() - - def paintEvent(self, event): # pylint: disable=invalid-name, unused-argument - p = QPainter(self) - p.setRenderHint(QPainter.Antialiasing, True) - p.setPen(Qt.NoPen) - track_opacity = self._track_opacity - thumb_opacity = 1.0 - text_opacity = 1.0 - if self.isEnabled(): - track_brush = self._track_color[self.isChecked()] - thumb_brush = self._thumb_color[self.isChecked()] - text_color = self._text_color[self.isChecked()] - else: - track_opacity *= 0.8 - track_brush = self.palette().shadow() - thumb_brush = self.palette().mid() - text_color = self.palette().shadow().color() - - p.setBrush(track_brush) - p.setOpacity(track_opacity) - p.drawRoundedRect( - self._margin, - self._margin, - self.width() - 2 * self._margin, - self.height() - 2 * self._margin, - self._track_radius, - self._track_radius, - ) - p.setBrush(thumb_brush) - p.setOpacity(thumb_opacity) - p.drawEllipse( - self.offset - self._thumb_radius, - self._base_offset - self._thumb_radius, - 2 * self._thumb_radius, - 2 * self._thumb_radius, - ) - p.setPen(text_color) - p.setOpacity(text_opacity) - font = p.font() - font.setPixelSize(1.5 * self._thumb_radius) - p.setFont(font) - p.drawText( - QRectF( - self.offset - self._thumb_radius, - self._base_offset - self._thumb_radius, - 2 * self._thumb_radius, - 2 * self._thumb_radius, - ), - Qt.AlignCenter, - self._thumb_text[self.isChecked()], - ) - - def mouseReleaseEvent(self, event): # pylint: disable=invalid-name - super().mouseReleaseEvent(event) - if event.button() == Qt.LeftButton: - anim = QPropertyAnimation(self, b'offset', self) - anim.setDuration(150) - anim.setStartValue(self.offset) - anim.setEndValue(self._end_offset[self.isChecked()]()) - anim.start() - - def enterEvent(self, event): # pylint: disable=invalid-name - self.setCursor(Qt.PointingHandCursor) - super().enterEvent(event) - - -def main(): - app = QApplication([]) - - # Thumb size < track size (Gitlab style) - s1 = Switch() - s1.toggled.connect(lambda c: print('toggled', c)) - s1.clicked.connect(lambda c: print('clicked', c)) - s1.pressed.connect(lambda: print('pressed')) - s1.released.connect(lambda: print('released')) - s2 = Switch() - s2.setEnabled(False) - - # Thumb size > track size (Android style) - s3 = Switch(thumb_radius=19, track_radius=15) - s4 = Switch(thumb_radius=14, track_radius=12) - s4.toggled.connect(lambda c:print('lmao',c)) - #s4.setEnabled(False) - - l = QHBoxLayout() - l.addWidget(s1) - l.addWidget(s2) - l.addWidget(s3) - l.addWidget(s4) - w = QWidget() - w.setLayout(l) - w.show() - - app.exec() - - -if __name__ == '__main__': - main() diff --git a/gui/ui_OsdagMainPage.py b/gui/ui_OsdagMainPage.py deleted file mode 100644 index e660aa554..000000000 --- a/gui/ui_OsdagMainPage.py +++ /dev/null @@ -1,161 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file '.\ui_OsdagMainPage.ui' -# -# Created by: PyQt5 UI code generator 5.14.2 -# -# WARNING! All changes made in this file will be lost! - - -from PyQt5 import QtCore, QtGui, QtWidgets -from PyQt5.QtWidgets import QMainWindow -from .toggle_button import Switch - -class Ui_MainWindow(QMainWindow): - def __init__(self): - super().__init__() - def setupUi(self, MainWindow): - MainWindow.setObjectName("MainWindow") - MainWindow.setWindowModality(QtCore.Qt.NonModal) - MainWindow.resize(1466, 857) - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap("ResourceFiles/images/Osdag.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - MainWindow.setWindowIcon(icon) - MainWindow.setStyleSheet("QWidget::showMaximised()") - self.centralwidget = QtWidgets.QWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Ignored, QtWidgets.QSizePolicy.Ignored) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.centralwidget.sizePolicy().hasHeightForWidth()) - self.centralwidget.setSizePolicy(sizePolicy) - self.centralwidget.setObjectName("centralwidget") - self.gridLayout = QtWidgets.QGridLayout(self.centralwidget) - self.gridLayout.setObjectName("gridLayout") - self.frame = QtWidgets.QFrame(self.centralwidget) - self.frame.setEnabled(True) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.frame.sizePolicy().hasHeightForWidth()) - self.frame.setSizePolicy(sizePolicy) - self.frame.setMinimumSize(QtCore.QSize(0, 0)) - self.frame.setSizeIncrement(QtCore.QSize(0, 0)) - self.frame.setBaseSize(QtCore.QSize(0, 0)) - self.frame.setAutoFillBackground(False) - #self.frame.setStyleSheet("background-color: #abc250;") - self.frame.setFrameShape(QtWidgets.QFrame.Panel) - self.frame.setFrameShadow(QtWidgets.QFrame.Sunken) - self.frame.setLineWidth(4) - self.frame.setMidLineWidth(2) - self.frame.setObjectName("frame") - self.verticalLayout = QtWidgets.QVBoxLayout(self.frame) - self.verticalLayout.setContentsMargins(40, 40, 40, -1) - self.verticalLayout.setObjectName("verticalLayout") - self.gridLayout.addWidget(self.frame, 0, 0, 1, 2) - self.comboBox_help = QtWidgets.QComboBox(self.centralwidget) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.comboBox_help.sizePolicy().hasHeightForWidth()) - self.comboBox_help.setSizePolicy(sizePolicy) - self.comboBox_help.setFocusPolicy(QtCore.Qt.StrongFocus) - self.comboBox_help.setAutoFillBackground(False) - self.comboBox_help.setFrame(True) - self.comboBox_help.setObjectName("comboBox_help") - self.comboBox_help.addItem("") - self.comboBox_help.addItem("") - self.comboBox_help.addItem("") - self.comboBox_help.addItem("") - self.comboBox_help.addItem("") - self.gridLayout.addWidget(self.comboBox_help, 1, 0) - layout = QtWidgets.QHBoxLayout() - self.lbl = QtWidgets.QLabel(self.centralwidget) - # self.gridLayout.setHorizontalSpacing(20) - self.lbl.setText('Dark Mode ') - layout.addWidget(self.lbl) - self.switch = Switch(self.centralwidget, thumb_radius=8, track_radius=6) - layout.addWidget(self.switch) - self.gridLayout.addLayout(layout,1,1) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum, QtWidgets.QSizePolicy.Maximum) - self.lbl.setSizePolicy(sizePolicy) - self.switch.setSizePolicy(sizePolicy) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.gridLayout.addLayout(self.horizontalLayout, 0, 1, 1, 1) - self.myStackedWidget = QtWidgets.QStackedWidget(self.centralwidget) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.MinimumExpanding) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.myStackedWidget.sizePolicy().hasHeightForWidth()) - self.myStackedWidget.setSizePolicy(sizePolicy) - self.myStackedWidget.setFrameShape(QtWidgets.QFrame.NoFrame) - self.myStackedWidget.setFrameShadow(QtWidgets.QFrame.Plain) - self.myStackedWidget.setObjectName("myStackedWidget") - self.Osdagpage = QtWidgets.QWidget() - self.Osdagpage.setObjectName("Osdagpage") - self.gridLayout_2 = QtWidgets.QGridLayout(self.Osdagpage) - self.gridLayout_2.setObjectName("gridLayout_2") - self.lbl_OsdagHeader = QtWidgets.QLabel(self.Osdagpage) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.lbl_OsdagHeader.sizePolicy().hasHeightForWidth()) - #self.lbl_OsdagHeader.setSizePolicy(sizePolicy) - #self.lbl_OsdagHeader.setMinimumSize(QtCore.QSize(0, 0)) - #self.lbl_OsdagHeader.setMaximumSize(QtCore.QSize(1200, 300)) - #self.lbl_OsdagHeader.setText("") - self.lbl_OsdagHeader.setPixmap(QtGui.QPixmap("ResourceFiles/images/Osdag_header.png")) - #self.lbl_OsdagHeader.setScaledContents(True) - self.lbl_OsdagHeader.setAlignment(QtCore.Qt.AlignCenter|QtCore.Qt.AlignTop) - self.lbl_OsdagHeader.setWordWrap(False) - self.lbl_OsdagHeader.setObjectName("lbl_OsdagHeader") - self.gridLayout_2.addWidget(self.lbl_OsdagHeader, 2, 0, 2, 4) - - self.lbl_fosseelogo = QtWidgets.QLabel(self.Osdagpage) - self.lbl_fosseelogo.setMinimumSize(QtCore.QSize(0, 0)) - self.lbl_fosseelogo.setMaximumSize(QtCore.QSize(250, 92)) - self.lbl_fosseelogo.setText("") - self.lbl_fosseelogo.setPixmap(QtGui.QPixmap(":/newPrefix/images/Fossee_logo.png")) - #self.lbl_fosseelogo.setScaledContents(True) - self.lbl_fosseelogo.setObjectName("lbl_fosseelogo") - self.gridLayout_2.addWidget(self.lbl_fosseelogo, 3, 3, 1, 1) - self.lbl_iitblogo = QtWidgets.QLabel(self.Osdagpage) - # sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - # sizePolicy.setHorizontalStretch(0) - # sizePolicy.setVerticalStretch(0) - # sizePolicy.setHeightForWidth(self.lbl_iitblogo.sizePolicy().hasHeightForWidth()) - # self.lbl_iitblogo.setSizePolicy(sizePolicy) - self.lbl_iitblogo.setMinimumSize(QtCore.QSize(0, 0)) - self.lbl_iitblogo.setMaximumSize(QtCore.QSize(100, 100)) - self.lbl_iitblogo.setText("") - self.lbl_iitblogo.setPixmap(QtGui.QPixmap(":/newPrefix/images/logoiitb.png")) - #self.lbl_iitblogo.setScaledContents(True) - self.lbl_iitblogo.setAlignment(QtCore.Qt.AlignLeft|QtCore.Qt.AlignTrailing|QtCore.Qt.AlignVCenter) - self.lbl_iitblogo.setObjectName("lbl_iitblogo") - self.gridLayout_2.addWidget(self.lbl_iitblogo, 3, 0, 1, 1) - self.myStackedWidget.addWidget(self.Osdagpage) - self.gridLayout.addWidget(self.myStackedWidget, 0, 2, 2, 1) - MainWindow.setCentralWidget(self.centralwidget) - self.menubar = QtWidgets.QMenuBar(MainWindow) - self.menubar.setGeometry(QtCore.QRect(0, 0, 1466, 26)) - self.menubar.setObjectName("menubar") - MainWindow.setMenuBar(self.menubar) - self.statusbar = QtWidgets.QStatusBar(MainWindow) - self.statusbar.setObjectName("statusbar") - MainWindow.setStatusBar(self.statusbar) - - self.retranslateUi(MainWindow) - self.comboBox_help.setCurrentIndex(0) - self.myStackedWidget.setCurrentIndex(0) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - - def retranslateUi(self, MainWindow): - _translate = QtCore.QCoreApplication.translate - MainWindow.setWindowTitle(_translate("MainWindow", "Osdag")) - self.comboBox_help.setItemText(0, _translate("MainWindow", "Help")) - self.comboBox_help.setItemText(1, _translate("MainWindow", "Video Tutorials")) - self.comboBox_help.setItemText(2, _translate("MainWindow", "Design Examples")) - self.comboBox_help.setItemText(3, _translate("MainWindow", "Ask Us a Question")) - self.comboBox_help.setItemText(4, _translate("MainWindow", "Check for Update")) - self.comboBox_help.setItemText(5, _translate("MainWindow", "About Osdag")) -import gui.osdagMainPageIcons_rc diff --git a/gui/ui_OsdagMainPage.ui b/gui/ui_OsdagMainPage.ui deleted file mode 100644 index dc3f4c408..000000000 --- a/gui/ui_OsdagMainPage.ui +++ /dev/null @@ -1,621 +0,0 @@ - - - MainWindow - - - Qt::NonModal - - - - 0 - 0 - 1466 - 857 - - - - Osdag - - - - :/newPrefix/images/Osdag.png:/newPrefix/images/Osdag.png - - - QWidget::showMaximised() - - - - - 0 - 0 - - - - - - - true - - - - 0 - 0 - - - - - 0 - 0 - - - - - 0 - 0 - - - - - 0 - 0 - - - - false - - - background-color: #abc250; - - - QFrame::Panel - - - QFrame::Sunken - - - 4 - - - 2 - - - - 40 - - - 40 - - - 40 - - - - - - - - - 0 - 0 - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 0 - 0 - 0 - - - - - - - 255 - 255 - 255 - - - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - 146 - 90 - 91 - - - - - - - 146 - 90 - 91 - - - - - - - 0 - 120 - 215 - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - - - Arial - 11 - 75 - true - true - - - - Qt::StrongFocus - - - false - - - QComboBox::hover -{ - background-color: #d97f7f; - color:#000000 ; -} - -QComboBox -{ -background-color: #925a5b; -color:#ffffff; -} - - - - - 0 - - - true - - - - Help - - - - - Video Tutorials - - - - - Design Examples - - - - - Ask Us a Question - - - - - About Osdag - - - - - - - - - - - - 0 - 0 - - - - - 13 - 50 - false - false - - - - QFrame::NoFrame - - - QFrame::Plain - - - 0 - - - - - - - - 0 - 0 - - - - - 0 - 0 - - - - - 1200 - 300 - - - - - - - :/newPrefix/images/Osdag_header.png - - - true - - - Qt::AlignJustify|Qt::AlignTop - - - false - - - 0 - - - - - - - Qt::Horizontal - - - QSizePolicy::Fixed - - - - 145 - 20 - - - - - - - - Qt::Vertical - - - - 20 - 646 - - - - - - - - Qt::Horizontal - - - QSizePolicy::Fixed - - - - 700 - 20 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - 0 - 0 - - - - - 250 - 92 - - - - - - - :/newPrefix/images/Fossee_logo.png - - - true - - - - - - - - 0 - 0 - - - - - 0 - 0 - - - - - - - :/newPrefix/images/logoiitb.png - - - true - - - Qt::AlignRight|Qt::AlignTrailing|Qt::AlignVCenter - - - - - - - - - - - - - 0 - 0 - 1466 - 26 - - - - - - - - - - diff --git a/gui/ui_OsdagSectionModeller.py b/gui/ui_OsdagSectionModeller.py deleted file mode 100644 index fd56de765..000000000 --- a/gui/ui_OsdagSectionModeller.py +++ /dev/null @@ -1,1594 +0,0 @@ -''' -Section Type and Template Description: -1) I-Section - 1.1) Side by Side -2) Channels Section - 2.1) Face to Face - 2.2) Back to Back -3) Angles Section - 3.1) Star Configuration with 4 Angles - 3.2) Star Configuration with 2 Angles - 3.3) Two angles on same side - 3.4) Two angles on opposite sides - 3.5) Box with 4 Angles -4) Built-up Section - 4.1) I-Section with stiffening - 4.2) I-Section from Plates - 4.3) Built-up SHS.RHS -5) Compound Section - 5.1) I-Section on one flange - -# Integers are Section Types -# Floating-Points are Section Templates -#For Example: -Two angles on opposite side will be: --Section_Type_Index =3 --Section_Template_Index =4 - -''' - - -import math -import numpy -import sys -import os -import pprint -from PyQt5 import QtCore, QtGui, QtWidgets -from Common import * -from gui.ui_section_parameters import Ui_SectionParameters -from gui.ui_SectionModeller_SummaryPopUp import Ui_Dialog1 as SummaryDialog -from SectionModeller_Latex import CreateLatex -from cad.cadfiles.isection_coverplate import IsectionCoverPlate -from cad.cadfiles.isection_channel import ISectionChannel -from cad.cadfiles.star_angle2 import StarAngle2 -from cad.cadfiles.star_angle4 import StarAngle4 -from cad.cadfiles.star_angle_opp import StarAngleOpposite -from cad.cadfiles.star_angle_same import StarAngleSame -from cad.cadfiles.TIsection import TISection -from cad.cadfiles.channel_section import ChannelSection -from cad.cadfiles.channel_section_opp import ChannelSectionOpposite -from cad.cadfiles.box import Box -from cad.cadfiles.box_angle import BoxAngle -from cad.cadfiles.cross_isection import cross_isection -from cad.items.ModelUtils import getGpPt - - -class Ui_OsdagSectionModeller(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - self.Parameters={} - self.verticalLayout_56 = QtWidgets.QVBoxLayout(Dialog) - self.verticalLayout_56.setContentsMargins(0, 0, 0, 0) - self.verticalLayout_56.setObjectName("verticalLayout_56") - self.scrollArea = QtWidgets.QScrollArea(Dialog) - self.scrollArea.setWidgetResizable(True) - self.scrollArea.setObjectName("scrollArea") - self.scrollAreaWidgetContents = QtWidgets.QWidget() - self.scrollAreaWidgetContents.setGeometry(QtCore.QRect(0, 0, 898, 719)) - self.scrollAreaWidgetContents.setObjectName("scrollAreaWidgetContents") - self.verticalLayout = QtWidgets.QVBoxLayout(self.scrollAreaWidgetContents) - self.verticalLayout.setContentsMargins(0, 0, 0, 0) - self.verticalLayout.setSpacing(0) - self.verticalLayout.setObjectName("verticalLayout") - self.horizontalLayout_34 = QtWidgets.QHBoxLayout() - self.horizontalLayout_34.setSpacing(1) - self.horizontalLayout_34.setObjectName("horizontalLayout_34") - self.define_section_3 = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.define_section_3.setStyleSheet("QFrame{\n" - " background:#ffffff;\n" - "}") - self.define_section_3.setFrameShape(QtWidgets.QFrame.Box) - self.define_section_3.setFrameShadow(QtWidgets.QFrame.Raised) - self.define_section_3.setLineWidth(3) - self.define_section_3.setObjectName("define_section_3") - self.verticalLayout_52 = QtWidgets.QVBoxLayout(self.define_section_3) - self.verticalLayout_52.setContentsMargins(0, 0, 0, 0) - self.verticalLayout_52.setSpacing(0) - self.verticalLayout_52.setObjectName("verticalLayout_52") - self.label_14 = QtWidgets.QLabel(self.define_section_3) - self.label_14.setMinimumSize(QtCore.QSize(0, 50)) - self.label_14.setMaximumSize(QtCore.QSize(16777215, 50)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_14.setFont(font) - self.label_14.setStyleSheet("QFrame{\n" - " background:rgb(135, 135, 135);\n" - "color:#ffffff;\n" - "}") - self.label_14.setAlignment(QtCore.Qt.AlignCenter) - self.label_14.setObjectName("label_14") - self.verticalLayout_52.addWidget(self.label_14) - spacerItem1 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Expanding) - self.verticalLayout_52.addItem(spacerItem1) - self.verticalLayout_53 = QtWidgets.QVBoxLayout() - self.verticalLayout_53.setSpacing(10) - self.verticalLayout_53.setObjectName("verticalLayout_53") - self.horizontalLayout_35 = QtWidgets.QHBoxLayout() - self.horizontalLayout_35.setContentsMargins(15, 0, 15, -1) - self.horizontalLayout_35.setSpacing(10) - self.horizontalLayout_35.setObjectName("horizontalLayout_35") - self.verticalLayout_54 = QtWidgets.QVBoxLayout() - self.verticalLayout_54.setSpacing(15) - self.verticalLayout_54.setObjectName("verticalLayout_54") - self.label_15 = QtWidgets.QLabel(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.label_15.setFont(font) - self.label_15.setObjectName("label_15") - self.verticalLayout_54.addWidget(self.label_15) - self.label_16 = QtWidgets.QLabel(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.label_16.setFont(font) - self.label_16.setObjectName("label_16") - self.verticalLayout_54.addWidget(self.label_16) - self.label_17 = QtWidgets.QLabel(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.label_17.setFont(font) - self.label_17.setObjectName("label_17") - self.verticalLayout_54.addWidget(self.label_17) - self.label_18 = QtWidgets.QLabel(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.label_18.setFont(font) - self.label_18.setObjectName("label_18") - self.verticalLayout_54.addWidget(self.label_18) - self.horizontalLayout_35.addLayout(self.verticalLayout_54) - self.verticalLayout_55 = QtWidgets.QVBoxLayout() - self.verticalLayout_55.setSpacing(15) - self.verticalLayout_55.setObjectName("verticalLayout_55") - self.section_type_combobox = QtWidgets.QComboBox(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.section_type_combobox.setFont(font) - self.section_type_combobox.setObjectName("section_type_combobox") - self.section_type_combobox.addItem("") - self.section_type_combobox.addItem("") - self.section_type_combobox.addItem("") - self.section_type_combobox.addItem("") - self.section_type_combobox.addItem("") - self.section_type_combobox.addItem("") - self.verticalLayout_55.addWidget(self.section_type_combobox) - self.section_template_combobox = QtWidgets.QComboBox(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.section_template_combobox.setFont(font) - self.section_template_combobox.setObjectName("section_template_combobox") - self.verticalLayout_55.addWidget(self.section_template_combobox) - self.parametersBtn = QtWidgets.QPushButton(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.parametersBtn.setFont(font) - self.parametersBtn.setObjectName("parametersBtn") - self.verticalLayout_55.addWidget(self.parametersBtn) - self.section_designation_lineEdit = QtWidgets.QLineEdit(self.define_section_3) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.section_designation_lineEdit.setFont(font) - self.section_designation_lineEdit.setAlignment(QtCore.Qt.AlignCenter) - self.section_designation_lineEdit.setObjectName("section_designation_lineEdit") - self.verticalLayout_55.addWidget(self.section_designation_lineEdit) - self.horizontalLayout_35.addLayout(self.verticalLayout_55) - self.verticalLayout_53.addLayout(self.horizontalLayout_35) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - self.verticalLayout_52.addLayout(self.verticalLayout_53) - spacerItem2 = QtWidgets.QSpacerItem(20, 40, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Expanding) - self.verticalLayout_52.addItem(spacerItem2) - self.horizontalLayout_34.addWidget(self.define_section_3) - self.OCCFrame = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.OCCFrame.setStyleSheet("QFrame{\n" - " background:#ffffff;\n" - "}") - self.OCCFrame.setFrameShape(QtWidgets.QFrame.Box) - self.OCCFrame.setFrameShadow(QtWidgets.QFrame.Raised) - self.OCCFrame.setLineWidth(3) - self.OCCFrame.setObjectName("OCCFrame") - self.horizontalLayout_34.addWidget(self.OCCFrame) - self.horizontalLayout_34.setStretch(0, 1) - self.horizontalLayout_34.setStretch(1, 1) - self.verticalLayout.addLayout(self.horizontalLayout_34) - self.section_properties = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.section_properties.setStyleSheet("QFrame{\n" - " background:#ffffff;\n" - "}") - self.section_properties.setFrameShape(QtWidgets.QFrame.Box) - self.section_properties.setFrameShadow(QtWidgets.QFrame.Raised) - self.section_properties.setLineWidth(3) - self.section_properties.setObjectName("section_properties") - self.verticalLayout_6 = QtWidgets.QVBoxLayout(self.section_properties) - self.verticalLayout_6.setContentsMargins(0, 0, 0, 0) - self.verticalLayout_6.setObjectName("verticalLayout_6") - self.label_13 = QtWidgets.QLabel(self.section_properties) - self.label_13.setMinimumSize(QtCore.QSize(0, 50)) - self.label_13.setMaximumSize(QtCore.QSize(16777215, 50)) - font = QtGui.QFont() - font.setPointSize(11) - self.label_13.setFont(font) - self.label_13.setStyleSheet("QFrame{\n" - " background:rgb(135, 135, 135);\n" - "color:#ffffff;\n" - "}") - self.label_13.setAlignment(QtCore.Qt.AlignCenter) - self.label_13.setObjectName("label_13") - self.verticalLayout_6.addWidget(self.label_13) - self.horizontalLayout_3 = QtWidgets.QHBoxLayout() - self.horizontalLayout_3.setContentsMargins(15, 15, 15, 15) - self.horizontalLayout_3.setSpacing(15) - self.horizontalLayout_3.setObjectName("horizontalLayout_3") - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.verticalLayout_2 = QtWidgets.QVBoxLayout() - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.Area_label = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.Area_label.setFont(font) - self.Area_label.setObjectName("Area_label") - self.verticalLayout_2.addWidget(self.Area_label) - self.MI_label1 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.MI_label1.setFont(font) - self.MI_label1.setObjectName("MI_label1") - self.verticalLayout_2.addWidget(self.MI_label1) - self.MI_label2 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.MI_label2.setFont(font) - self.MI_label2.setObjectName("MI_label2") - self.verticalLayout_2.addWidget(self.MI_label2) - self.RG_label1 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.RG_label1.setFont(font) - self.RG_label1.setObjectName("RG_label1") - self.verticalLayout_2.addWidget(self.RG_label1) - self.RG_label2 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.RG_label2.setFont(font) - self.RG_label2.setObjectName("RG_label2") - self.verticalLayout_2.addWidget(self.RG_label2) - self.horizontalLayout.addLayout(self.verticalLayout_2) - self.verticalLayout_3 = QtWidgets.QVBoxLayout() - self.verticalLayout_3.setObjectName("verticalLayout_3") - self.Area_text = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.Area_text.setFont(font) - self.Area_text.setAlignment(QtCore.Qt.AlignCenter) - self.Area_text.setObjectName("Area_text") - self.verticalLayout_3.addWidget(self.Area_text) - self.MI_text1 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.MI_text1.setFont(font) - self.MI_text1.setAlignment(QtCore.Qt.AlignCenter) - self.MI_text1.setObjectName("MI_text1") - self.verticalLayout_3.addWidget(self.MI_text1) - self.MI_text2 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.MI_text2.setFont(font) - self.MI_text2.setAlignment(QtCore.Qt.AlignCenter) - self.MI_text2.setObjectName("MI_text2") - self.verticalLayout_3.addWidget(self.MI_text2) - self.RG_text1 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.RG_text1.setFont(font) - self.RG_text1.setAlignment(QtCore.Qt.AlignCenter) - self.RG_text1.setObjectName("RG_text1") - self.verticalLayout_3.addWidget(self.RG_text1) - self.RG_text2 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.RG_text2.setFont(font) - self.RG_text2.setAlignment(QtCore.Qt.AlignCenter) - self.RG_text2.setObjectName("RG_text2") - self.verticalLayout_3.addWidget(self.RG_text2) - self.horizontalLayout.addLayout(self.verticalLayout_3) - self.horizontalLayout_3.addLayout(self.horizontalLayout) - self.line = QtWidgets.QFrame(self.section_properties) - self.line.setFrameShape(QtWidgets.QFrame.VLine) - self.line.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line.setObjectName("line") - self.horizontalLayout_3.addWidget(self.line) - self.horizontalLayout_2 = QtWidgets.QHBoxLayout() - self.horizontalLayout_2.setObjectName("horizontalLayout_2") - self.verticalLayout_4 = QtWidgets.QVBoxLayout() - self.verticalLayout_4.setObjectName("verticalLayout_4") - self.C_label1 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.C_label1.setFont(font) - self.C_label1.setObjectName("C_label1") - self.verticalLayout_4.addWidget(self.C_label1) - self.C_label2 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.C_label2.setFont(font) - self.C_label2.setObjectName("C_label2") - self.verticalLayout_4.addWidget(self.C_label2) - self.PSM_label1 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.PSM_label1.setFont(font) - self.PSM_label1.setObjectName("PSM_label1") - self.verticalLayout_4.addWidget(self.PSM_label1) - self.PSM_label2 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.PSM_label2.setFont(font) - self.PSM_label2.setObjectName("PSM_label2") - self.verticalLayout_4.addWidget(self.PSM_label2) - self.ESM_label1 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.ESM_label1.setFont(font) - self.ESM_label1.setObjectName("ESM_label1") - self.verticalLayout_4.addWidget(self.ESM_label1) - self.ESM_label2 = QtWidgets.QLabel(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.ESM_label2.setFont(font) - self.ESM_label2.setObjectName("ESM_label2") - self.verticalLayout_4.addWidget(self.ESM_label2) - self.horizontalLayout_2.addLayout(self.verticalLayout_4) - self.verticalLayout_5 = QtWidgets.QVBoxLayout() - self.verticalLayout_5.setObjectName("verticalLayout_5") - self.C_text1 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.C_text1.setFont(font) - self.C_text1.setAlignment(QtCore.Qt.AlignCenter) - self.C_text1.setObjectName("C_text1") - self.verticalLayout_5.addWidget(self.C_text1) - self.C_text2 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.C_text2.setFont(font) - self.C_text2.setAlignment(QtCore.Qt.AlignCenter) - self.C_text2.setObjectName("C_text2") - self.verticalLayout_5.addWidget(self.C_text2) - self.PSM_text1 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.PSM_text1.setFont(font) - self.PSM_text1.setAlignment(QtCore.Qt.AlignCenter) - self.PSM_text1.setObjectName("PSM_text1") - self.verticalLayout_5.addWidget(self.PSM_text1) - self.PSM_text2 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.PSM_text2.setFont(font) - self.PSM_text2.setAlignment(QtCore.Qt.AlignCenter) - self.PSM_text2.setObjectName("PSM_text2") - self.verticalLayout_5.addWidget(self.PSM_text2) - self.ESM_text1 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.ESM_text1.setFont(font) - self.ESM_text1.setAlignment(QtCore.Qt.AlignCenter) - self.ESM_text1.setObjectName("ESM_text1") - self.verticalLayout_5.addWidget(self.ESM_text1) - self.ESM_text2 = QtWidgets.QLineEdit(self.section_properties) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.ESM_text2.setFont(font) - self.ESM_text2.setAlignment(QtCore.Qt.AlignCenter) - self.ESM_text2.setObjectName("ESM_text2") - self.verticalLayout_5.addWidget(self.ESM_text2) - self.horizontalLayout_2.addLayout(self.verticalLayout_5) - self.horizontalLayout_3.addLayout(self.horizontalLayout_2) - self.verticalLayout_6.addLayout(self.horizontalLayout_3) - self.verticalLayout.addWidget(self.section_properties) - self.scrollArea.setWidget(self.scrollAreaWidgetContents) - self.verticalLayout_56.addWidget(self.scrollArea) - self.horizontalLayout_25 = QtWidgets.QHBoxLayout() - self.horizontalLayout_25.setContentsMargins(0, 10, 0, 10) - self.horizontalLayout_25.setSpacing(20) - self.horizontalLayout_25.setObjectName("horizontalLayout_25") - spacerItem3 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout_25.addItem(spacerItem3) - self.importBtn = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.importBtn.setFont(font) - self.importBtn.setObjectName("importBtn") - self.horizontalLayout_25.addWidget(self.importBtn) - self.saveBtn = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.saveBtn.setFont(font) - self.saveBtn.setObjectName("saveBtn") - self.horizontalLayout_25.addWidget(self.saveBtn) - self.exportBtn = QtWidgets.QPushButton(Dialog) - font = QtGui.QFont() - font.setFamily("Segoe UI") - font.setPointSize(10) - self.exportBtn.setFont(font) - self.exportBtn.setObjectName("exportBtn") - self.horizontalLayout_25.addWidget(self.exportBtn) - spacerItem4 = QtWidgets.QSpacerItem(40, 30, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout_25.addItem(spacerItem4) - self.verticalLayout_56.addLayout(self.horizontalLayout_25) - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - self.init_display() - self.set_validations() - self.section_type_combobox.currentIndexChanged.connect(self.type_change) - self.section_template_combobox.currentIndexChanged.connect(self.template_change) - self.disable_usability(True) - self.parametersBtn.clicked.connect(self.open_section_parameters) - self.exportBtn.clicked.connect(self.export_to_pdf) - self.saveBtn.clicked.connect(self.save_to_osm) - self.importBtn.clicked.connect(self.import_to_modeller) - - def set_validations(self): - ''' - Mehtod to set Validations for Section Properties and Section Designation - ''' - self.section_designation_lineEdit.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[a-zA-Z0-9@_]*"), self.section_designation_lineEdit - )) - self.Area_text.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.Area_text - )) - self.MI_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.MI_text1 - )) - self.MI_text2.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.MI_text2 - )) - self.RG_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.RG_text1 - )) - self.RG_text2.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.RG_text2 - )) - self.C_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.C_text1 - )) - self.C_text2.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.C_text2 - )) - self.ESM_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.ESM_text1 - )) - self.ESM_text2.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.ESM_text2 - )) - self.PSM_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.PSM_text1 - )) - self.PSM_text1.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.PSM_text2 - )) - - def clear_properties(self): - ''' - Method to clear all Section Properties text boxes - ''' - self.Area_text.clear() - self.RG_text1.clear() - self.RG_text2.clear() - self.MI_text1.clear() - self.MI_text2.clear() - self.C_text1.clear() - self.C_text2.clear() - self.ESM_text1.clear() - self.ESM_text2.clear() - self.PSM_text1.clear() - self.PSM_text2.clear() - - def disable_usability(self,toggle): - ''' - Method to Disable/Enable Section Properties and Save and Export Buttons - ''' - self.section_properties.setDisabled(toggle) - self.saveBtn.setDisabled(toggle) - self.exportBtn.setDisabled(toggle) - - def template_change(self): - ''' - Method to handle Section Template change - and retrieve saved values for section parameters - ''' - self.Parameters={} - self.section_designation_lineEdit.clear() - self.clear_properties() - display.EraseAll() - self.disable_usability(True) - - def type_change(self): - ''' - Method to handle Section Type change - and change Section Template Combobox accordingly - ''' - index_type=self.section_type_combobox.currentIndex() - self.section_designation_lineEdit.clear() - self.clear_properties() - display.EraseAll() - self.disable_usability(True) - templates={ - 0:[], - 1:['Side by Side'], - 2:['Face to Face','Back to Back'], - 3:[ - 'Star Angles-4 Angles', - 'Star Angles-2 Angles', - '2 Angles on same side', - '2 Angles on opposite sides', - 'Box Section-4 Angles' - ], - 4:[ - 'I-Section with Stiffening', - 'I-Section from Plates', - 'Built up SHS/RHS', - ], - 5:['I & Channel on One Flange'], - }[index_type] - self.section_template_combobox.blockSignals(True) - self.section_template_combobox.clear() - self.section_template_combobox.addItem('--------Select Template--------') - self.section_template_combobox.addItems(templates) - - ########################## Loading Tooltip on hover over template #################################### - if(index_type==1): - self.section_template_combobox.setItemData(1, "",QtCore.Qt.ToolTipRole) - elif(index_type==2): - self.section_template_combobox.setItemData(1, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(2, "",QtCore.Qt.ToolTipRole) - elif(index_type==3): - self.section_template_combobox.setItemData(1, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(2, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(3, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(4, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(5, "",QtCore.Qt.ToolTipRole) - elif(index_type==4): - self.section_template_combobox.setItemData(1, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(2, "",QtCore.Qt.ToolTipRole) - self.section_template_combobox.setItemData(3, "",QtCore.Qt.ToolTipRole) - elif(index_type==5): - self.section_template_combobox.setItemData(1, "",QtCore.Qt.ToolTipRole) - ########################################################################################################## - self.section_template_combobox.blockSignals(False) - - def open_section_parameters(self): - ''' - Method to handle Enter/Edit Parameters button - ''' - index_type=self.section_type_combobox.currentIndex() - index_template=self.section_template_combobox.currentIndex() - self.SectionParameters=Ui_SectionParameters(index_type,index_template) - self.SectionParameters.parameterText_1.blockSignals(True) - if(index_type in [1,4,5]): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Columns')) - if(index_type==5): - self.SectionParameters.parameterText_2.clear() - self.SectionParameters.parameterText_2.addItems(connectdb('Channels')) - elif(index_type==2): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Channels')) - elif(index_type==3): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Angles')) - self.SectionParameters.parameterText_1.blockSignals(False) - ########################## Retrieving Section Parameters on Dialog close and reopen ################### - if(self.Parameters!={}): - for child in self.Parameters: - self.SectionParameters.textBoxVisible[child]=self.Parameters[child] - if(child=='parameterText_1' or child=='parameterText_2'): - exec('self.SectionParameters.'+child+'.setCurrentText('+repr(self.Parameters[child][1])+')') - else: - exec('self.SectionParameters.'+child+'.setText('+repr(self.Parameters[child][1])+')') - - ############################################################################################################# - if(index_type!=0 and index_template!=0): - self.SectionParameters.exec() - self.Parameters=self.SectionParameters.textBoxVisible - else: - return - if(self.Parameters=={}): - self.disable_usability(True) - else: - self.disable_usability(False) - self.update_section_properties(index_type,index_template) - - def display_lines(self, lines, points, labels): - for l,p1,p2,n in zip(lines,points[0],points[1], labels): - display.DisplayShape(l, update=True) - display.DisplayMessage(getGpPt(p1), n, height=24,message_color=(1,1,0)) - display.DisplayMessage(getGpPt(p2), n, height=24,message_color=(1,1,0)) - - def create_cad_model(self,index_type,index_template,parameters): - ''' - Method to Specify and create CAD model template-wise - ''' - origin = numpy.array([0.,0.,0.]) - uDir = numpy.array([1.,0.,0.]) - shaftDir = wDir = numpy.array([0.,0.,1.]) - if(index_type==1): - ISecPlate = IsectionCoverPlate(*parameters) - ISecPlate.place(origin, uDir, shaftDir) - prism, prisms = ISecPlate.create_model() - lines, pnts, labels = ISecPlate.create_marking() - display.DisplayShape(prism, update=True) - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - elif(index_type==2): - if(index_template==1): - channel_section = ChannelSection(*parameters) - _place = channel_section.place(origin, uDir, shaftDir) - point = channel_section.compute_params() - prism, prisms = channel_section.create_model() - lines, pnts, labels = channel_section.create_marking() - display.DisplayShape(prism, update=True) - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - elif(index_template==2): - channel_section = ChannelSectionOpposite(*parameters) - _place = channel_section.place(origin, uDir, shaftDir) - point = channel_section.compute_params() - prism, prisms = channel_section.create_model() - lines, pnts, labels = channel_section.create_marking() - display.DisplayShape(prism, update=True) - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - elif(index_type==3): - if(index_template==1): - star_angle = StarAngle4(*parameters) - _place = star_angle.place(origin, uDir, wDir) - point = star_angle.compute_params() - prism, prisms = star_angle.create_model() - lines, pnts, labels = star_angle.create_marking() - display.DisplayShape(prism, update=True) - - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - elif(index_template==2): - star_angle = StarAngle2(*parameters) - _place = star_angle.place(origin, uDir, wDir) - point = star_angle.compute_params() - prism, prisms = star_angle.create_model() - lines, pnts, labels = star_angle.create_marking() - display.DisplayShape(prism, update=True) - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - elif(index_template==3): - star_angle_same = StarAngleSame(*parameters) - _place = star_angle_same.place(origin, uDir, wDir) - point = star_angle_same.compute_params() - prism, prisms = star_angle_same.create_model() - lines, pnts, labels = star_angle_same.create_marking() - display.DisplayShape(prism, update=True) - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - elif(index_template==4): - star_angle_opposite = StarAngleOpposite(*parameters) - _place = star_angle_opposite.place(origin, uDir, wDir) - point = star_angle_opposite.compute_params() - prism, prisms = star_angle_opposite.create_model() - lines, pnts, labels = star_angle_opposite.create_marking() - display.DisplayShape(prism, update=True) - - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - - elif(index_template==5): - l = 40 - l1 = 50 - a = 15 - b = 15 - t = 2 - t1 = 2 - s = l - 2*t1 - s1 = l1 - 2*t1 - 2*t - H = 50 - box_angle = BoxAngle(*parameters) - _place = box_angle.place(origin, uDir, wDir) - point = box_angle.compute_params() - prism, prisms = box_angle.create_model() - lines, pnts, labels = box_angle.create_marking() - display.DisplayShape(prism, update=True) - - for p in prisms: - display.DisplayColoredShape(p, color='BLUE', update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - - elif(index_type==4): - if(index_template==1): - B = 40 - T = 3 - D = 50 - t = 2 - P = 8 - Q = 4 - H = 100 - TISec = TISection(D, B, T, t, P, Q, H) - _place = TISec.place(origin, uDir, shaftDir) - point = TISec.compute_params() - prism = TISec.create_model() - lines, pnts, labels = TISec.create_marking() - display.DisplayShape(prism, update=True) - self.display_lines(lines, pnts, labels) - display.View_Bottom() - display.FitAll() - - elif(index_template==2): - B = 50 - T = 3 - D = 70 - t = 2 - H = 100 - d = (B - 2*T - t)/2 - s = (D - t)/2 - CrossISec = cross_isection(D, B, T, t, H, s, d) - CrossISec.place(origin, uDir, shaftDir) - CrossISec.compute_params() - prism = CrossISec.create_model() - lines, pnts, labels = CrossISec.create_marking() - display.DisplayShape(prism, update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - elif(index_template==3): - A = 50 - B = 30 - H = 50 - t = 2 - s = 30 - s1 = 50 - box = Box(A, B, t, H, s, s1) - _place = box.place(origin, uDir, wDir) - point = box.compute_params() - prism = box.create_model() - lines, pnts, labels = box.create_marking() - display.DisplayShape(prism, update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - - elif(index_type==5): - B = 20 - T = 2 - D = 40 - t = 1.5 - T1 = 2 - t1 = 2 - H = 60 - b = 20 - d = 50 - s = 15 - isection_channel = ISectionChannel(D, B, T, t, T1, t1, d, b, H, s) - _place = isection_channel.place(origin, uDir, shaftDir) - point = isection_channel.compute_params() - prism = isection_channel.create_model() - lines, pnts, labels = isection_channel.create_marking() - display.DisplayShape(prism, update=True) - self.display_lines(lines, pnts, labels) - display.View_Top() - display.FitAll() - display.ExportToImage("./ResourceFiles/images/3DSectionfromSectionModeller.png") - - def update_section_properties(self,index_type,index_template): - ''' - Method to fill output parameters to Section Properties - ''' - conn = sqlite3.connect(PATH_TO_DATABASE) - if(index_type==1): # I-Section Side-by-Side - cursor = conn.execute("SELECT D,B,T,tw,Area FROM Columns where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - D,B,T,t,A=map(float,cursor.fetchall()[0]) - s=float(self.SectionParameters.parameterText_3.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - ti=float(self.SectionParameters.parameterText_7.text())/10 - D/=10 - B/=10 - T/=10 - t/=10 - Di=D-(2*T) - Ai=(2*A)+(2*l*ti) - Ytop=Ybottom=(D+(2*ti))/2 - Yleft=Yright=l/2 - Zzz=(Ai/2)+(Ytop+Ybottom) - Zyy=(Ai/2)+(Yleft+Yright) - Izz=( - (2*(((B*(T**3))/12)+(B*T*((Ybottom-ti-(T/2))**2))))+ - (((l*(ti**3))/12)+(l*ti*((Ybottom-(ti/2))**2)))+ - (2*(((t*((Di/2)**3))/12)+((Di/2)*t*((Ytop-T-ti-(T/2))**2))))+ - (2*(((B*(T**3))/12)+(B*T*((Ytop-ti-(T/2))**2))))+ - (((l*(ti**3))/12)+(l*ti*((Ytop-(ti/2))**2))) - ) - Iyy=( - (((ti*((l/2)**3))/6)+((l/2)*ti*((Yleft-(l/2))**2)))+ - (2*(((T*(B**3))/12)+(B*T*((Yleft-(B/2))**2))))+ - (((Di*(t**3))/12)+(Di*t*((Yleft-(B/2))**2)))+ - (((Di*(t**3))/12)+(Di*t*((Yright-(B/2))**2)))+ - (2*(((T*(B**3))/12)+(B*T*((Yright-(B/2))**2))))+ - (2*(((ti*((l/2)**3))/12)+((l/2)*ti*((Yright-(l/4))**2)))) - ) - Rzz=math.sqrt(Izz/Ai) - Ryy=math.sqrt(Iyy/Ai) - Zpz=( - (2*l*t*(Ytop-(ti/2)))+ - (4*B*T*(Ytop-ti-(T/2)))+ - (4*(Di/2)*t*(Ytop-T-ti-(Di/4))) - ) - Zpy=( - (4*(l/2)*ti*(Yleft-(l/4)))+ - (4*B*T*(Yleft-(B/2)))+ - (2*Di*t*(Yleft*(B/2))) - ) - self.Area_text.setText(str(round(Ai,4))) - parameters=[D,B,T,t,s,l,ti,50] - - - elif(index_type==2): # Channel Section - cursor = conn.execute("SELECT D,B,Area,T,tw FROM Channels where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - D,B,A,T,t=map(float,cursor.fetchall()[0]) - s=float(self.SectionParameters.parameterText_3.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - tc=float(self.SectionParameters.parameterText_7.text())/10 - D/=10 - B/=10 - T/=10 - t/=10 - Dc=D-(2*T) - Ac=(2*A)+(2*l*tc) - Ytop=Ybottom=(D+(2*tc))/2 - Yleft=Yright=l/2 - Zpz=( - (2*l*tc*(Ybottom-(tc/2)))+ - (4*B*T*(Ybottom-tc-(T/2)))+ - (4*(Dc/2)*t*(Ybottom-tc-T-(Dc/4))) - ) - Zzz=(Ac/2)*(Ytop+Ybottom) - Zyy=(Ac/2)*(Yleft+Yright) - - if(index_template==1): # Face to Face - Izz=( - (2*(((B*(T**3))/12)+(B*T*((Ybottom-(T/2)-tc)**2))))+ - (2*(((t*((Dc/2)**3))/12)+((Dc/2)*t*((Ybottom-T-tc-(Dc/4))**2))))+ - (2*(((t*((Dc/2)**3))/12)+((Dc/2)*t*((Ytop-T-tc-(T/2))**2))))+ - (2*(((B*(T**3))/12)+(B*T*((Ytop-tc-(T/2))**2))))+ - (((l*(tc**3))/12)+(l*tc*((Ybottom-(tc/2))**2)))+ - (((l*(tc**3))/12)+(l*tc*((Ytop-(tc/2))**2))) - ) - Iyy=( - (((Dc*(t**3))/12)+(Dc*t*((Yleft-(t/2))**2)))+ - (2*(((T*(B**3))/12)+(B*T*((Yleft-(B/2))**2))))+ - (2*(((T*(B**3))/12)+(B*T*((Yright-(B/2))**2))))+ - (2*(((Dc*(t**3))/12)+(Dc*t*((Yright-(t/2))**2))))+ - (2*(((tc*((l/2)**3))/12)+((l/2)*tc*((Yleft-(l/4))**2))))+ - (2*(((tc*((l/2)**3))/12)+((l/2)*tc*((Yright-(l/4))**2)))) - ) - Zpy=( - (2*Dc*t*(Yleft-(t/2)))+ - (4*B*T*(Yleft-(B/2)))+ - (4*(l/2)*tc*(Yleft-(l/4))) - ) - - elif(index_template==2): # Back to Back - Izz=( - (((l*(tc**3))/12)+(l*tc*((Ybottom-(tc/2))**2)))+ - (2*(((B*(T**3))/12)+(B*T*((Ybottom-(T/2)-tc)**2))))+ - (2*(((t*((Dc/2)**3))/12)+((Dc/2)*t*((Ybottom-(D/4)-T-tc)**2))))+ - (2*(((B*(T**3))/12)+(B*T*((Ytop-(T/2)-tc)**2))))+ - (((l*(tc**3))/12)+(l*tc*((Ytop-(tc/2))**2))) - ) - Iyy=( - (2*(((tc*((l/2)**3))/12)+((l/2)*tc*((Yleft-(l/4))**2))))+ - (2*(((T*(B**3))/12)+(B*T*((Yleft-(B/2))**2))))+ - (((Dc*(t**3))/12)+(Dc*t*((Yleft-(t/2)-B)**2)))+ - (((Dc*(t**3))/12)+(Dc*t*((Yright-(t/2)-B)**2)))+ - (2*(((T*(B**3))/12)+(B*T*((Yright-(B/2))**2))))+ - (2*(((tc*((l/2)**3))/12)+((l/2)*tc*((Yright-(l/4))**2)))) - ) - Zpy=( - (4*(l/2)*tc*(Yleft-(l/4)))+ - (4*B*T*(Yleft-(B/2)))+ - (2*Dc*t*(Yleft-B+(t/2))) - ) - - parameters=[D,B,T,t,s,l,tc,50] - Rzz=math.sqrt(Izz/Ac) - Ryy=math.sqrt(Iyy/Ac) - self.Area_text.setText(str(round(Ac,4))) - - - elif(index_type==3): # Angle Section - if(index_template==1): #Star Configuration 4 Angles - cursor = conn.execute("SELECT a,b,t,Area FROM Angles where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - a,b,t,A = map(float,cursor.fetchall()[0]) - ta=float(self.SectionParameters.parameterText_7.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - a/=10 - b/=10 - t/=10 - l=2*a - Da=a-t - Aa=(4*A)+(l*ta) - Yleft=Yright=((2*b)+ta)/2 - Ytop=Ybottom=l/2 - Izz=( - (((ta*((l/2)**3))/12)+((l/2)*ta*((Ybottom-(l/4))**2)))+ - (2*(((t*(Da**3))/12)+(Da*t*((Ybottom-(Da/2))**2))))+ - (2*(((b*(t**3))/12)+(b*t*((Ybottom-(t/2)-Da)**2))))+ - (2*(((b*(t**3))/12)+(b*t*((Ytop-(t/2)-Da)**2))))+ - (2*(((t*(Da**3))/12)+(Da*t*((Ytop-(Da/2))**2))))+ - (((ta*((l/2)**3))/12)+((l/2)*ta*((Ytop-(l/4))**2))) - ) - Iyy=( - (2*(((t*(b**3))/12)+(b*t*((Yleft-(b/2))**2))))+ - (2*(((t*(b**3))/12)+(b*t*((Yright-(b/2))**2))))+ - (2*(((Da*(t**3))/12)+(Da*t*((Yleft+(t/2)-b)**2))))+ - (2*(((Da*(t**3))/12)+(Da*t*((Yright+(t/2)-b)**2))))+ - (((l*((ta/2)**3))/12)+(l*(ta/2)*((Yleft-(t/4))**2)))+ - (((l*((ta/2)**3))/12)+(l*(ta/2)*((Yright-(t/4))**2))) - ) - Rzz=math.sqrt(Izz/Aa) - Ryy=math.sqrt(Iyy/Aa) - Zzz=(Aa/2)*(Ytop+Ybottom) - Zyy=(Aa/2)*(Yleft+Yright) - Zpz=( - (2*(l/2)*ta*(Ybottom-(l/4)))+ - (4*b*t*(Ybottom-Da-(ta/2)))+ - (4*Da*t*(Ybottom-(Da/2))) - ) - Zpy=( - (2*(ta/2)*l*(Yleft-b-(ta/4)))+ - (4*b*t*(Yleft-(b/2)))+ - (4*Da*t*(Yleft-b+(t/2))) - ) - parameters=[a,b,t,l,ta,50] - - elif(index_template==2): #Star Configuration 2 Angles - cursor = conn.execute("SELECT a,b,t,Area FROM Angles where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - a,b,t,A = map(float,cursor.fetchall()[0]) - ta=float(self.SectionParameters.parameterText_7.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - a/=10 - b/=10 - t/=10 - Da=a-t - Aa=(2*A)+(l*ta) - Ytop=Ybottom=l/2 - Yleft=Yright=((2*b)+ta)/2 - Izz=( - (((ta*((l/2))**3)+(((l/2)*ta)*((Ybottom-(l/4))**2))))+ - ((t*(Da**3)/12)+((Da*t)*((Ybottom-(Da/2))**2)))+ - ((b*(t**3)/12)+((b*t)*((Ybottom-(t/2)-Da)**2)))+ - ((b*(t**3)/12)+((b*t)*((Ytop-(t/2)-Da)**2)))+ - ((t*(Da**3)/12)+((Da*t)*((Ytop-Da-(t/2))**2)))+ - (((ta*((l/2))**3)+(((l/2)*ta)*((Ytop-(l/4))**2)))) - ) - Iyy=( - (((t*(b**3)/12)+((b*t)*((Yleft-(b/2))**2))))+ - (((Da*(t**3)/12)+((Da*t)*((Yleft+(t/2)-b)**2))))+ - (((l*((ta/2)**3)/12)+(((ta/2)*l)*((Yleft-(t/4)-b)**2))))+ - (((l*((ta/2)**3)/12)+(((ta/2)*l)*((Yright-(t/4)-b)**2))))+ - (((Da*(t**3)/12)+((Da*t)*((Yright+(t/2)-b)**2))))+ - (((t*(b**3)/12)+((b*t)*((Yright-(b/2))**2)))) - ) - Zpz=( - (2*Da*t*(Ybottom-(Da/2)))+ - (2*b*t*(Ybottom-Da-(t/2)))+ - (2*(l/2)*ta*(Ybottom-(l/4))) - ) - Zpy=( - (2*b*t*(Yleft-(b/2)))+ - (2*l*(ta/2)*(Yleft-b-(ta/4)))+ - (2*Da*t*(Yleft-b+(t/2))) - ) - parameters=[a,b,t,l,ta,50] - - elif(index_template==3): # 2 Angles on Same side - cursor = conn.execute("SELECT a,b,t,Area,Iy,Cy FROM Angles where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - a,b,t,A,Iy,Cy = map(float,cursor.fetchall()[0]) - ta=float(self.SectionParameters.parameterText_7.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - a/=10 - b/=10 - t/=10 - Da=a-t - Aa=(2*A)+(l*ta) - Ytop=Ybottom=l/2 - Yleft=(( - (l*ta*-(ta/2))+ - (2*(Da*t*(ta+(t/2))))+ - (2*(b*t*(ta+(b/2)))) - )/((l*ta)+(2*b*t)+(2*Da*t))) - Yright=(2*b)+ta-Yleft - Izz=( - (((ta*((l/2)**3)/12)+(((l/2)*ta)*((Ybottom-(l/4))**2))))+ - (((t*(Da**3)/12)+((Da*t)*((Ybottom+(Da/2))**2))))+ - (((b*(t**3)/12)+((b*t)*((Ybottom-(t/2)-Da)**2))))+ - (((b*(t**3)/12)+((b*t)*((Ybottom-(t/2)-Da)**2))))+ - (((t*(Da**3)/12)+((Da*t)*((Ybottom+(Da/2))**2))))+ - (((ta*((l/2)**3)/12)+(((l/2)*ta)*((Ybottom-(l/4))**2)))) - ) - Iyy=2*(Iy+(Aa*((Cy+(ta/2))**2))) - Zpz=( - (2*(l/2)*ta*(Ybottom-(l/4)))+ - (2*b*t*(Ybottom-Da-(t/2)))+ - (2*Da*t*(Ybottom-(Da/4))) - ) - Zpy=( - (2*(ta/2)*l*(Yright-b-(ta/4)))+ - (2*b*t*(Yright-(b/2)))+ - (2*Da*t*(Yright-b+(t/2))) - ) - parameters=[a,b,t,l,ta,50] - elif(index_template==4): # 2 Angles on opposite side - cursor = conn.execute("SELECT a,b,t,Area,Iz,Cz FROM Angles where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - a,b,t,A,Iz,Cz = map(float,cursor.fetchall()[0]) - ta=float(self.SectionParameters.parameterText_7.text())/10 - l=float(self.SectionParameters.parameterText_6.text())/10 - a/=10 - b/=10 - t/=10 - Da=a-t - Aa=(2*A)+(l*ta) - Ybottom=(( - (2*Da*t*(Da/2))+ - (2*b*t*(Da+(t/2)))+ - (l*ta*(l/2)) - )/((2*Da*t)+(2*b*t)+(l*ta))) - Ytop=Da+t-Ybottom - Yleft=Yright=((2*b)+ta)/2 - Izz=2*(Iz+(Aa*((Cz+(ta/2))**2))) - Iyy=( - (((t*(b**3)/12)+((b*t)*((Yleft-(b/2))**2))))+ - (((Da*(t**3)/12)+((Da*t)*((Yleft+(t/2)-b)**2))))+ - (((l*((ta/2)**3)/12)+(((ta/2)*l)*((Yleft-(ta/4)-b)**2))))+ - (((l*((ta/2)**3)/12)+(((ta/2)*l)*((Yright-(t/4)-b)**2))))+ - (((Da*(t**3)/12)+((Da*t)*((Yright+(t/2)-b)**2))))+ - (((t*(b**3)/12)+((b*t)*((Yright-(b/2))**2)))) - ) - Zpz=( - (2*(l/2)*ta*(Ytop-(l/4)))+ - (2*b*t*(Ytop-(t/2)))+ - (2*(Da/2)*t*(Ybottom-(Da/4))) - ) - Zpy=( - (2*(ta/2)*l*(Yleft-b-(t/4)))+ - (2*b*t*(Yleft-(b/2)))+ - (2*Da*t*(Yleft-b+(t/2))) - ) - parameters=[a,b,t,l,ta,50] - elif(index_template==5): # Box Angle - cursor = conn.execute("SELECT a,b,t,Area FROM Angles where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - a,b,t,A = map(float,cursor.fetchall()[0]) - s=float(self.SectionParameters.parameterText_3.text())/10 - sa=float(self.SectionParameters.parameterText_4.text())/10 - ta=float(self.SectionParameters.parameterText_7.text())/10 - l=float(self.SectionParameters.parameterText_5.text())/10 - la=float(self.SectionParameters.parameterText_6.text())/10 - a/=10 - b/=10 - t/=10 - Da=a-t - Aa=(4*A)+(l*ta)+(la*ta) - Ytop=Ybottom=((2*a)+(2*ta))/2 - Yleft=Yright=l/2 - Izz=( - ((l*(ta**3)/12)+(l*t)*((Ybottom-(ta/2))**2))+ - (2*((b*(t**3)/12)+(b*t)*((Ybottom-(t/2)-ta)**2)))+ - (2*((t*(Da**3)/12)+(Da*t)*((Ybottom-(Da/2)-ta-t)**2)))+ - (2*((t*(Da**3)/12)+(Da*t)*((Ytop-(Da/2)-ta-t)**2)))+ - (2*((b*(t**3)/12)+(b*t)*((Ytop-(t/2)-ta)**2)))+ - ((l*(ta**3)/12)+(l*ta)*((Ytop-(ta/2))**2))+ - (2*((ta*(((la/2)**3)/12))+(((la/2)*ta)*((Ybottom-(l/4))**2))))+ - (2*((ta*(((la/2)**3)/12))+(((la/2)*ta)*((Ybottom-(l/4))**2)))) - - ) - Iyy=( - ((la*(ta**3)/12)+(la*ta)*((Yleft-(ta/2))**2))+ - (2*((Da*(t**3)/12)+(Da*t)*((Yleft-(t/2)-ta)**2)))+ - (2*((t*(b**3)/12)+(b*t)*((Yleft-(b/2)-ta)**2)))+ - (2*((ta*((l/2)**3)/12)+((l/2)*ta)*((Yleft-(l/4))**2)))+ - (2*((t*(b**3)/12)+(b*t)*((Yright-(b/2)-ta)**2)))+ - (2*((Da*(t**3)/12)+(Da*t)*((Yright-(t/2)-ta)**2)))+ - (2*((ta*((l/2)**3)/12)+((l/2)*ta)*((Yright-(l/4))**2)))+ - ((la*(ta**3)/12)+(la*ta)*((Yright-(ta/2))**2)) - ) - Zpz=( - (4*(la/2)*ta*(Ybottom-(l/4)))+ - (2*l*ta*(Ybottom-(ta/2)))+ - (4*Da*t*(Ybottom-t-ta-(Da/2)))+ - (4*b*t*(Ybottom-ta-(t/2))) - ) - Zpy=( - (4*(l/2)*ta*(Yleft-(l/4)))+ - (4*b*t*(Yleft-ta-(b/2)))+ - (4*Da*t*(Yleft-ta-(t/2)))+ - (2*la*ta*(Yleft-(ta/2))) - ) - parameters=[a,b,t,l,ta,la,50,s,sa] - Ryy=math.sqrt(Iyy/Aa) - Rzz=math.sqrt(Izz/Aa) - Zzz=(Aa/2)*(Ytop+Ybottom) - Zyy=(Aa/2)*(Yleft+Yright) - self.Area_text.setText(str(round(Aa,4))) - - elif(index_type==4): # Built-up Section - if(index_template==1): # I-Section with stiffening - cursor = conn.execute("SELECT D,B,T,tw,Area FROM Columns where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - D,B,T,t,A=map(float,cursor.fetchall()[0]) - P,ta=float(self.SectionParameters.parameterText_6.text())/10,float(self.SectionParameters.parameterText_7.text())/10 - D/=10 - B/=10 - T/=10 - t/=10 - Db=D-(2*T) - Ab=A+(2*P*ta) - Ybottom=( - (B*T*T/2)+ - (t*D*(D/2)*t)+ - (B*T*(B+T+(T/2)))+ - (2*ta*P*((2*T)+D-(P/2))) - )/((B*T)+(t*D)+(B*T)+(2*ta*P)) - Yleft=Yright=B/2 - Ybottom=( - (B*T*(T/2))+ - (t*Db*((Db/2)+T))+ - (B*T*(Db+T+(T/2)))+ - (2*T*P*(T+Db+T-(P/2))) - ) - Ytop=D-Ybottom - Izz=( - ((B*(T**3)/12)+(B*T)*((Ybottom-(T/2))**2))+ - (2*((t*(Db**3)/12)+(Db*T)*((Db-(Db/2)-Ybottom)**2)))+ - ((B*(T**3)/12)+(B*T)*((Ytop-(T/2))**2))+ - (2*((ta*(P**3)/12)+(ta*P)*((Ytop-(P/2))**2))) - ) - Iyy=( - ((P*(ta**3)/12)+(P*ta)*((Yleft-(ta/2))**2))+ - (2*((T*((B/2)**3)/12)+((B/2)*T)*((Yleft-(B/4))**2)))+ - (2*((T*((B/2)**3)/12)+((B/2)*T)*((Yright-(B/4))**2)))+ - ((Db*((t/2)**3)/12)+(Db*t/2)*((Yleft-(B/2)+(t/4))**2))+ - ((Db*((t/2)**3)/12)+(Db*t/2)*((Yright-(B/2)+(t/4))**2))+ - ((P*(ta**3)/12)+(P*ta)*((Yright-(ta/2))**2)) - ) - Zpz=( - (2*(B*T*(Ybottom-(T/2))))+ - (t*(Db/2))*(Ybottom-T-(Db/4))+ - (t*(Db/2)*(Ytop-T-(Db/4)))+ - (2*(P*ta*(Ytop-(P/2)))) - ) - Zpy=( - (2*(P*ta*(Yleft-(ta/2))))+ - (4*(B/2)*T*(Yleft-ta-(B/4)))+ - (2*(Db*(t/2)*(Yleft-(B/2)-ta))) - ) - parameters=[D,B,T,t,P,ta,50] - elif(index_template==2): # I-Section from plates - cursor = conn.execute("SELECT D,B,T,tw,Area FROM Columns where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - D,B,T,t,A=map(float,cursor.fetchall()[0]) - s=float(self.SectionParameters.parameterText_3.text())/10 - da=float(self.SectionParameters.parameterText_6.text())/10 - D/=10 - t/=10 - B/=10 - T/=10 - d=(B-(2*T)-t)/2 - Db=D-(2*T) - Ab=(2*A)-(t**2) - Ytop=Ybottom=D/2 - Yleft=Yright=B/2 - Izz=( - ((B*(T**3)/12)+(B*T)*((Ybottom-(T/2))**2))+ - (2*((T*((Db/2)**3)/12)+((Db/2)*T)*((Ybottom-(Db/4)-T)**2)))+ - ((t*((Db/2)**3)/12)+((Db/2)*t)*((Ybottom-(Db/4)-T)**2))+ - (2*((d*((t/2)**3)/12)+((t/2)*d)*((Ybottom-(Db/2)-T+(t/4))**2)))+ - (2*((d*((t/2)**3)/12)+((t/2)*d)*((Ytop-(Db/2)-T+(t/4))**2)))+ - (2*((T*((Db/2)**3)/12)+((Db/2)*T)*((Ytop-(Db/4)-T)**2)))+ - ((t*((Db/2)**3)/12)+((Db/2)*t)*((Ytop-(Db/2)-T)**2))+ - ((B*(T**3)/12)+(B*T)*((Ytop-(T/2))**2)) - ) - Iyy=( - ((Db*(T**3)/12)+(Db*T)*((Yleft-(T/2))**2))+ - (2*((T*((B/2)**3)/12)+((B/2)*T)*((Yleft-(B/4))**2)))+ - (2*((T*((B/2)**3)/12)+((B/2)*T)*((Yright-(B/4))**2)))+ - ((t*(d**3)/12)+((t*d)*((Yleft-(d/2)-T)**2)))+ - ((t*(d**3)/12)+((t*d)*((Yright-(d/2)-T)**2)))+ - ((Db*((t/2)**3)/12)+((t/2)*Db)*((Yleft-(t/4)-T-d)**2))+ - ((Db*((t/2)**3)/12)+((t/2)*Db)*((Yright-(t/4)-T-d)**2))+ - ((Db*(T**3)/12)+(Db*T)*((Yright-(T/2))**2)) - ) - Zpz=( - (2*B*T*(Ybottom-(T/2)))+ - (4*T*(Db/2)*(Ybottom-T-(Db/4)))+ - (2*t*(Db/2)*(Ybottom-T-(Db/4)))+ - (d*(t/2)*(Ybottom-(Db/2))) - ) - Zpy=( - (2*Db*T*(Yleft-(T/2)))+ - (2*d*t*(Yleft-T-(d/2)))+ - (2*Db*(t/2)*(Yleft-d-T-(t/4)))+ - (4*T*(B/2)*(Yleft-(B/4))) - ) - parameters=[D, B, T, t,50, s, da] - - elif(index_template==3): # Built-up Box Section - B=float(self.SectionParameters.parameterText_5.text())/10 - t=float(self.SectionParameters.parameterText_7.text())/10 - L=float(self.SectionParameters.parameterText_6.text())/10 - A=Ab=(2*B*t)+(2*L*t) - Ytop=Ybottom=(L+(2*t))/2 - Yright=Yleft=B/2 - Izz=( - ((B*(t**3)/12)+(B*t*((Ybottom-(t/2))**2)))+ - ((B*(t**3)/12)+(B*t*((Ytop-(t/2))**2)))+ - (2*(((((L/2)**3)*t/12))+(((L/2)*t)*((Ybottom-t-(L/4))**2))))+ - (2*(((((L/2)**3)*t/12))+(((L/2)*t)*((Ytop-t-(L/4))**2)))) - ) - Iyy=( - ((L*(t**3)/12)+(L*t*((Yleft-(t/2))**2)))+ - ((L*(t**3)/12)+(L*t*((Yright-(t/2))**2)))+ - (2*(((((B/2)**3)+t)/12)+(((B/2)*t)*((Yleft-(B/4))**2))))+ - (2*(((((B/2)**3)+t)/12)+(((B/2)*t)*((Yright-(B/4))**2)))) - ) - Zpz=( - (2*B*t*(Ybottom-(t/2)))+ - (4*t*(L/2)*(Ybottom-(L/4))) - ) - Zpy=( - (4*t*(B/2)*(Yleft-(B/4)))+ - (2*L*t*(Yleft-(t/2))) - ) - parameters=[A, B, t, 50, B, L] - Rzz=math.sqrt(Izz/Ab) - Ryy=math.sqrt(Iyy/Ab) - Zzz=(Ab/2)*(Ytop+Ybottom) - Zyy=(Ab/2)*(Yleft+Yright) - self.Area_text.setText(str(round(Ab,4))) - - elif(index_type==5): #Compound Section - cursor = conn.execute("SELECT D,B,T,tw,Area FROM Columns where Designation="+repr(self.SectionParameters.parameterText_1.currentText())) - D,B,T,t,Ai=map(float,cursor.fetchall()[0]) - s=float(self.SectionParameters.parameterText_3.text())/10 - B/=10 - T/=10 - t/=10 - D/=10 - Di=D-(2*T) - cursor = conn.execute("SELECT D,B,Area,T,tw FROM Channels where Designation="+repr(self.SectionParameters.parameterText_2.currentText())) - d,b,a,Tc,tc = map(float,cursor.fetchall()[0]) - b/=10 - Tc/=10 - tc/=10 - d/=10 - dc=d-(2*Tc) - A = Ai+a - Ybottom=(( - (B*T*T/2)+ - ((t*Di)*((Di/2)+T))+ - (B*T*(Di+T+(T/2)))+ - (dc*tc*(Di+(2*T)+(tc/2)))+ - (b*Tc*(D+tc)) - )/((2*B*T)+(2*b*Tc)+(dc*tc)+(Di*t))) - Ytop=(D+tc)-Ybottom - Yleft=Yright=d/2 - Izz=( - ((B*(T**3)/12)+((B*T)*((Ybottom-((T/2)**2)))))+ - ((t*((Di/2)**3)/12)+(t*(Di/2))+((Ybottom-T-(Di/4))**2))+ - ((t*((Di/2)**3)/12)+(t*(Di/2))+((Ytop-T-(Di/4))**2))+ - ((B*(T**3)/12)+(B*T)*((Ytop-tc-(T/2))**2))+ - ((dc*(tc**3)/12)+(dc*tc)*((Ytop-(tc/2))**2))+ - (2*((Tc*(b**3)/12)+((b*Tc)*((Ytop-(b/2))**2)))) - ) - Iyy=( - ((b*(Tc**3)/12)+(b*Tc*((Yleft-(Tc/2))**2)))+ - ((tc*((dc/2)**3)/12)+((dc/2)*tc*((Yleft-T-(dc/4))**2)))+ - (2*((T*((B/2)**3)/12)+((B/2)*T*((Yleft-T-(B/4))**2))))+ - ((Di*((tc/2)**3)/12)+((tc/2)*Di*((Yleft-(t/4)-(d/2))**2)))+ - ((Di*((tc/2)**3)/12)+((tc/2)*Di*((Yright-(t/4)-(d/2))**2)))+ - (2*((T*((B/2)**3)/12)+((B/2)*T*((Yright-T-(B/4))**2))))+ - ((tc*((dc/2)**3)/12)+((dc/2)*tc*((Yright-T-(dc/4))**2)))+ - ((b*(Tc**3)/12)+(b*Tc*((Yright-(Tc/2))**2))) - - - ) - Rzz=math.sqrt(Izz/A) - Ryy=math.sqrt(Iyy/A) - Zyy=A*(Yleft+Yright)/2 - Zzz=A*(Ytop+Ybottom)/2 - - Zpz=( - (B*T*(Ybottom-(T/2)))+ - (t*(D/2)*(Ybottom-T-(D/4)))+ - (t*(D/2)*(Ytop-T-tc-(D/4)))+ - (d*t*(Ytop-(tc/2)))+ - (2*b*T*(Ytop-(b/2))) - ) - Zpy=( - (2*D*T*(Yleft-(T/2)))+ - (2*d*t*(Yleft-T-(d/2)))+ - (2*D*(t/20)*(Yleft-d-T-(t/4)))+ - (4*T*(B/2)*(Yleft-(B/4))) - ) - self.Area_text.setText(str(round(A,4))) - parameters=[D, B, T, t, Tc, tc, d, b, 50, s] - - Cy=Ybottom - Cz=Yleft - self.PSM_text1.setText(str(round(Zpz,4))) - self.PSM_text2.setText(str(round(Zpy,4))) - self.C_text1.setText(str(round(Cz,4))) - self.C_text2.setText(str(round(Cy,4))) - self.MI_text1.setText(str(round(Izz,4))) - self.MI_text2.setText(str(round(Iyy,4))) - self.RG_text1.setText(str(round(Rzz,4))) - self.RG_text2.setText(str(round(Ryy,4))) - self.ESM_text1.setText(str(round(Zzz,4))) - self.ESM_text2.setText(str(round(Zyy,4))) - display.EraseAll() - self.create_cad_model(index_type,index_template,parameters) - - - def init_display(self): - ''' - Method to initialize the OCC Display - ''' - from OCC.Display.backend import load_backend, get_qt_modules - global display - from OCC.Display.qtDisplay import qtViewer3d - self.OCCWindow = qtViewer3d(self.OCCFrame) - self.OCCWindow.InitDriver() - display = self.OCCWindow._display - display.set_bg_gradient_color([23, 1, 32], [23, 1, 32]) - display.display_triedron() - display.View.SetProj(1, 1, 1) - layout=QtWidgets.QVBoxLayout() - layout.addWidget(self.OCCWindow) - layout.setContentsMargins(0, 0, 0, 0) - self.OCCFrame.setLayout(layout) - return display - - def get_section_properties(self): - ''' - Method to get the values and names of the Section properties, - for the currently selected Type and Template, - in a dictionary - ''' - symbols=['A','Izz','Iyy','Rzz','Ryy','Cz','Cy','Zpz','Zpy','Zzz','Zyy'] - Properties={} - - for child,symbol in zip(self.section_properties.findChildren(QtWidgets.QLineEdit),symbols): - Properties[symbol]=child.text() - return(Properties) - - def import_to_modeller(self): - ''' - Method to Handle Import button click. - This file helps select .osm files in the system and import them directly into the - modeller and automatically creates run all processes from the .osm file. - ''' - fileName, _ = QtWidgets.QFileDialog.getOpenFileName(None, "Open Section Design",None, "InputFiles(*.osm)") - if(fileName==''): - return - reply=QtWidgets.QMessageBox.question(QtWidgets.QMessageBox(),'Alert!','Further proceedings will lead to a loss of the current unsaved data. Do you wish to continue?',QtWidgets.QMessageBox.Yes,QtWidgets.QMessageBox.No) - if(reply==QtWidgets.QMessageBox.No): - return - with open(fileName,'r') as file: - parameters=eval(file.read()) - index_type,index_template=parameters['Section_Type'],parameters['Section_Template'] - self.section_type_combobox.setCurrentIndex(index_type) - self.section_template_combobox.setCurrentIndex(index_template) - self.section_designation_lineEdit.setText(parameters['Section_Designation']) - self.Parameters=parameters['Section_Parameters'] - self.SectionParameters=Ui_SectionParameters(index_type,index_template) - - if(index_type in [1,4,5]): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Columns')) - if(index_type==5): - self.SectionParameters.parameterText_2.clear() - self.SectionParameters.parameterText_2.addItems(connectdb('Channels')) - elif(index_type==2): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Channels')) - elif(index_type==3): - self.SectionParameters.parameterText_1.clear() - self.SectionParameters.parameterText_1.addItems(connectdb('Angles')) - - for child in self.Parameters: - self.SectionParameters.textBoxVisible[child]=self.Parameters[child] - if(child=='parameterText_1' or child=='parameterText_2'): - exec('self.SectionParameters.'+child+'.setCurrentText('+repr(self.Parameters[child][1])+')') - else: - exec('self.SectionParameters.'+child+'.setText('+repr(self.Parameters[child][1])+')') - - self.update_section_properties(index_type,index_template) - self.disable_usability(False) - - - def save_to_osm(self): - ''' - Method to save Section Modeller Design data to .osm file - of desired location. - ''' - designation=str(self.section_designation_lineEdit.text()) - if(designation==''): - QtWidgets.QMessageBox.critical(QtWidgets.QMessageBox(),'Error','Please provide a Section Designation for the designed section and try again.') - return - else: - reply=QtWidgets.QMessageBox.question(QtWidgets.QMessageBox(),'INFO','The File saves by the same name as the Section Designation.Click Yes to Continue or No and change the Section Designation.',QtWidgets.QMessageBox.Yes,QtWidgets.QMessageBox.No) - if(reply==QtWidgets.QMessageBox.No): - return - else: - flag=False - folder = QtWidgets.QFileDialog.getExistingDirectory(None, "Select a Folder") - if(folder==''): - return - if(os.path.isfile(folder+'/'+designation+'.osm')): - ans=QtWidgets.QMessageBox.question(QtWidgets.QMessageBox(),'Error','A file with the same name exists in the provided folder.Would you like to overwrite it?',QtWidgets.QMessageBox.Yes,QtWidgets.QMessageBox.No) - if(ans==QtWidgets.QMessageBox.Yes): - os.remove(folder+'/'+designation+'.osm') - else: - return - - parameters={} - parameters['Section_Type']=self.section_type_combobox.currentIndex() - parameters['Section_Template']=self.section_template_combobox.currentIndex() - parameters['Section_Parameters']=self.Parameters - parameters['Section_Designation']=designation - parameters['Section_Properties']=self.get_section_properties() - - with open(folder+'/'+designation+'.osm','w') as file: - file.write(pprint.pformat(parameters)) - QtWidgets.QMessageBox.information(QtWidgets.QMessageBox(),'INFO','File Succesfully saved.') - - - - def export_to_pdf(self): - ''' - Method to send information from section modeller into Latex creator - ''' - designation=str(self.section_designation_lineEdit.text()) - if(designation==''): - QtWidgets.QMessageBox.critical(QtWidgets.QMessageBox(),'Error','Please provide a Section Designation for the designed section and try again.') - return - self.summary_dialog=SummaryDialog() - dialog=QtWidgets.QDialog() - self.summary_dialog.setupUi(dialog) - dialog.exec() - try: - input_summary=self.summary_dialog.input_summary - input_summary['Define Section']={ - 'Section Designation':designation, - 'Section Type':str(self.section_type_combobox.currentText()), - 'Section Template':str(self.section_template_combobox.currentText()), - 'Section Parameters':self.Parameters, - } - input_summary['Section Properties']=self.get_section_properties() - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - Disp_3D_image = "/ResourceFiles/images/3DSectionfromSectionModeller.png" - latex=CreateLatex() - latex.save_latex(input_summary,input_summary['filename'],rel_path,Disp_3D_image) - if os.path.isfile(str(input_summary['filename']+'.pdf')) and not os.path.isfile(input_summary['filename']+'.log'): - QtWidgets.QMessageBox.information(QtWidgets.QMessageBox(), 'Information', 'Design report saved!') - else: - logfile=open(input_summary['filename']+'.log','r') - logs=logfile.read() - if('! I can\'t write on file' in logs): - QtWidgets.QMessageBox.critical(QtWidgets.QMessageBox(), 'Error', 'Please make sure no PDF is open with same name and try again.') - else: - print(logs) - QtWidgets.QMessageBox.critical(QtWidgets.QMessageBox(), 'Error', 'Latex Creation Error. If this error persists send us the log file created in the same folder choosen for the Design Report.') - logfile.close() - except KeyError: - pass - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Dialog")) - self.label_14.setText(_translate("Dialog", "Define Section")) - self.label_15.setText(_translate("Dialog", "Section Type:")) - self.label_16.setText(_translate("Dialog", "Section Template:")) - self.label_17.setText(_translate("Dialog", "Section Parameters:")) - self.label_18.setText(_translate("Dialog", "Section Designation:")) - self.section_type_combobox.setItemText(0, _translate("Dialog", "----------Select Type----------")) - self.section_type_combobox.setItemText(1, _translate("Dialog", "I-Section")) - self.section_type_combobox.setItemText(2, _translate("Dialog", "Channel Section")) - self.section_type_combobox.setItemText(3, _translate("Dialog", "Angle Section")) - self.section_type_combobox.setItemText(4, _translate("Dialog", "Built-Up Section")) - self.section_type_combobox.setItemText(5, _translate("Dialog", "Compound Section")) - self.parametersBtn.setText(_translate("Dialog", "Enter/Edit Parameters")) - self.label_13.setText(_translate("Dialog", "Section Properties")) - self.Area_label.setText(_translate("Dialog", "

    Area, a(cm2):

    ")) - self.MI_label1.setText(_translate("Dialog", "

    Moment of Inertia, I_zz(cm4):

    ")) - self.MI_label2.setText(_translate("Dialog", "

    Moment of Inertia, I_yy(cm4):

    ")) - self.RG_label1.setText(_translate("Dialog", "Radius of Gyration, r_zz(cm):")) - self.RG_label2.setText(_translate("Dialog", "Radius of Gyration, r_yy(cm):")) - self.C_label1.setText(_translate("Dialog", "Centriod, c_z(cm):")) - self.C_label2.setText(_translate("Dialog", "Centriod, c_y(cm):")) - self.PSM_label1.setText(_translate("Dialog", "

    Plastic Section modulus, Z_pz(cm3):

    ")) - self.PSM_label2.setText(_translate("Dialog", "

    Plastic Section modulus, Z_py(cm3):

    ")) - self.ESM_label1.setText(_translate("Dialog", "

    Elastic Section modulus, Z_zz(cm3):

    ")) - self.ESM_label2.setText(_translate("Dialog", "

    Elastic Section modulus, Z_yy(cm3):

    ")) - self.importBtn.setText(_translate("Dialog","Import")) - self.saveBtn.setText(_translate("Dialog", "Save")) - self.exportBtn.setText(_translate("Dialog", "Export")) - -if __name__ == "__main__": - import sys - app =QtWidgets.QApplication(sys.argv) - ui=Ui_OsdagSectionModeller() - screen_resolution=app.desktop().screenGeometry() - dialog=QtWidgets.QDialog() - ui.setupUi(dialog) - dialog.resize(900,780) - if(screen_resolution.width()<1025): - measure=screen_resolution.height()-120 - dialog.resize(measure*45//39,measure) - dialog.exec_() - app.exec_() diff --git a/gui/ui_OsdagSectionModeller.ui b/gui/ui_OsdagSectionModeller.ui deleted file mode 100644 index 1f67f04d5..000000000 --- a/gui/ui_OsdagSectionModeller.ui +++ /dev/null @@ -1,866 +0,0 @@ - - - Dialog - - - - 0 - 0 - 900 - 780 - - - - Dialog - - - - 0 - - - 0 - - - 0 - - - 0 - - - - - true - - - - - 0 - 0 - 898 - 719 - - - - - 0 - - - 0 - - - 0 - - - 0 - - - 0 - - - - - 1 - - - - - QFrame{ - background:#ffffff; -} - - - QFrame::Box - - - QFrame::Raised - - - 3 - - - - 0 - - - 0 - - - 0 - - - 0 - - - 0 - - - - - - 0 - 50 - - - - - 16777215 - 50 - - - - - 11 - - - - QFrame{ - background:rgb(135, 135, 135); -color:#ffffff; -} - - - Define Section - - - Qt::AlignCenter - - - - - - - 10 - - - - - 10 - - - 15 - - - 15 - - - 15 - - - - - 5 - - - - - - Segoe UI - 10 - - - - Section Type: - - - - - - - - Segoe UI - 10 - - - - Section Template: - - - - - - - - Segoe UI - 10 - - - - Section Parameters: - - - - - - - - Segoe UI - 10 - - - - Section Designation: - - - - - - - - - 5 - - - - - - Segoe UI - 10 - - - - - I-Section - - - - - Channel Section - - - - - Angle Section - - - - - Built-Up Section - - - - - Compound Section - - - - - - - - - Segoe UI - 10 - - - - - - - - - Segoe UI - 10 - - - - Enter/Edit Parameters - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - 0 - 0 - - - - - 200 - 140 - - - - - 200 - 140 - - - - - - - true - - - Qt::AlignCenter - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - - Qt::Vertical - - - - 20 - 40 - - - - - - - - - - - QFrame{ - background:#ffffff; -} - - - QFrame::Box - - - QFrame::Raised - - - 3 - - - - - - - - - QFrame{ - background:#ffffff; -} - - - QFrame::Box - - - QFrame::Raised - - - 3 - - - - 0 - - - 0 - - - 0 - - - 0 - - - - - - 0 - 50 - - - - - 16777215 - 50 - - - - - 11 - - - - QFrame{ - background:rgb(135, 135, 135); -color:#ffffff; -} - - - Section Properties - - - Qt::AlignCenter - - - - - - - 15 - - - 15 - - - 15 - - - 15 - - - 15 - - - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Area, a(cm<span style=" vertical-align:super;">2</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Moment of Inertia, I_zz(cm<span style=" vertical-align:super;">4</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Moment of Inertia, I_yy(cm<span style=" vertical-align:super;">4</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - Radius of Gyration, r_zz(cm): - - - - - - - - Segoe UI - 10 - - - - Radius of Gyration, r_yy(cm): - - - - - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - - - - Qt::Vertical - - - - - - - - - - - - Segoe UI - 10 - - - - Centriod, c_z(cm): - - - - - - - - Segoe UI - 10 - - - - Centriod, c_y(cm): - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Plastic Section modulus, Z_pz(cm<span style=" vertical-align:super;">3</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Plastic Section modulus, Z_py(cm<span style=" vertical-align:super;">3</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Elastic Section modulus, Z_zz(cm<span style=" vertical-align:super;">3</span>):</p></body></html> - - - - - - - - Segoe UI - 10 - - - - <html><head/><body><p>Elastic Section modulus, Z_yy(cm<span style=" vertical-align:super;">3</span>):</p></body></html> - - - - - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - Segoe UI - 10 - - - - Qt::AlignCenter - - - - - - - - - - - - - - - - - - - - 20 - - - 0 - - - 10 - - - 0 - - - 10 - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - Segoe UI - 10 - - - - Save - - - - - - - - Segoe UI - 10 - - - - Export - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - diff --git a/gui/ui_SectionModeller_SummaryPopUp.py b/gui/ui_SectionModeller_SummaryPopUp.py deleted file mode 100644 index 0ce7d9ba0..000000000 --- a/gui/ui_SectionModeller_SummaryPopUp.py +++ /dev/null @@ -1,203 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'summary_popup.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! -from PyQt5.QtWidgets import QMainWindow, QDialog, QFontDialog, QApplication, QFileDialog, QColorDialog,QDialogButtonBox -from PyQt5.QtWidgets import QMessageBox, qApp -from PyQt5 import QtCore, QtGui, QtWidgets -import os - -class Ui_Dialog1(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(539, 595) - Dialog.setInputMethodHints(QtCore.Qt.ImhNone) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.lbl_companyName = QtWidgets.QLabel(Dialog) - self.lbl_companyName.setObjectName("lbl_companyName") - self.gridLayout.addWidget(self.lbl_companyName, 0, 0, 1, 1) - self.lineEdit_companyName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_companyName.setCursor(QtGui.QCursor(QtCore.Qt.ArrowCursor)) - self.lineEdit_companyName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_companyName.setObjectName("lineEdit_companyName") - self.gridLayout.addWidget(self.lineEdit_companyName, 0, 1, 1, 1) - self.lbl_comapnyLogo = QtWidgets.QLabel(Dialog) - self.lbl_comapnyLogo.setObjectName("lbl_comapnyLogo") - self.gridLayout.addWidget(self.lbl_comapnyLogo, 1, 0, 1, 1) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.btn_browse = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_browse.sizePolicy().hasHeightForWidth()) - self.btn_browse.setSizePolicy(sizePolicy) - self.btn_browse.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_browse.setObjectName("btn_browse") - self.horizontalLayout.addWidget(self.btn_browse) - self.lbl_browse = QtWidgets.QLabel(Dialog) - self.lbl_browse.setMouseTracking(True) - self.lbl_browse.setAcceptDrops(True) - self.lbl_browse.setText("") - self.lbl_browse.setObjectName("lbl_browse") - self.horizontalLayout.addWidget(self.lbl_browse) - self.gridLayout.addLayout(self.horizontalLayout, 1, 1, 1, 1) - self.lbl_groupName = QtWidgets.QLabel(Dialog) - self.lbl_groupName.setObjectName("lbl_groupName") - self.gridLayout.addWidget(self.lbl_groupName, 2, 0, 1, 1) - self.lineEdit_groupName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_groupName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_groupName.setCursorPosition(0) - self.lineEdit_groupName.setObjectName("lineEdit_groupName") - self.gridLayout.addWidget(self.lineEdit_groupName, 2, 1, 1, 1) - self.lbl_designer = QtWidgets.QLabel(Dialog) - self.lbl_designer.setObjectName("lbl_designer") - self.gridLayout.addWidget(self.lbl_designer, 3, 0, 1, 1) - self.lineEdit_designer = QtWidgets.QLineEdit(Dialog) - self.lineEdit_designer.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_designer.setObjectName("lineEdit_designer") - self.gridLayout.addWidget(self.lineEdit_designer, 3, 1, 1, 1) - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setSizeConstraint(QtWidgets.QLayout.SetFixedSize) - self.formLayout.setObjectName("formLayout") - self.btn_useProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_useProfile.sizePolicy().hasHeightForWidth()) - self.btn_useProfile.setSizePolicy(sizePolicy) - self.btn_useProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_useProfile.setObjectName("btn_useProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.btn_useProfile) - self.btn_saveProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_saveProfile.sizePolicy().hasHeightForWidth()) - self.btn_saveProfile.setSizePolicy(sizePolicy) - self.btn_saveProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_saveProfile.setObjectName("btn_saveProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.btn_saveProfile) - self.gridLayout.addLayout(self.formLayout, 4, 1, 1, 1) - self.lbl_projectTitle = QtWidgets.QLabel(Dialog) - self.lbl_projectTitle.setObjectName("lbl_projectTitle") - self.gridLayout.addWidget(self.lbl_projectTitle, 5, 0, 1, 1) - self.lineEdit_projectTitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_projectTitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_projectTitle.setObjectName("lineEdit_projectTitle") - self.gridLayout.addWidget(self.lineEdit_projectTitle, 5, 1, 1, 1) - self.lbl_subtitle = QtWidgets.QLabel(Dialog) - self.lbl_subtitle.setObjectName("lbl_subtitle") - self.gridLayout.addWidget(self.lbl_subtitle, 6, 0, 1, 1) - self.lineEdit_subtitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_subtitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_subtitle.setText("") - self.lineEdit_subtitle.setObjectName("lineEdit_subtitle") - self.gridLayout.addWidget(self.lineEdit_subtitle, 6, 1, 1, 1) - self.lbl_jobNumber = QtWidgets.QLabel(Dialog) - self.lbl_jobNumber.setObjectName("lbl_jobNumber") - self.gridLayout.addWidget(self.lbl_jobNumber, 7, 0, 1, 1) - self.lineEdit_jobNumber = QtWidgets.QLineEdit(Dialog) - self.lineEdit_jobNumber.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_jobNumber.setObjectName("lineEdit_jobNumber") - self.gridLayout.addWidget(self.lineEdit_jobNumber, 7, 1, 1, 1) - self.lbl_client = QtWidgets.QLabel(Dialog) - self.lbl_client.setObjectName("lbl_client") - self.gridLayout.addWidget(self.lbl_client, 8, 0, 1, 1) - self.lineEdit_client = QtWidgets.QLineEdit(Dialog) - self.lineEdit_client.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_client.setObjectName("lineEdit_client") - self.gridLayout.addWidget(self.lineEdit_client, 8, 1, 1, 1) - self.lbl_addComment = QtWidgets.QLabel(Dialog) - self.lbl_addComment.setObjectName("lbl_addComment") - self.gridLayout.addWidget(self.lbl_addComment, 9, 0, 1, 1) - self.txt_additionalComments = QtWidgets.QTextEdit(Dialog) - self.txt_additionalComments.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_additionalComments.setStyleSheet(" QTextCursor textCursor;\n" -" textCursor.setPosistion(0, QTextCursor::MoveAnchor); \n" -" textedit->setTextCursor( textCursor );") - self.txt_additionalComments.setInputMethodHints(QtCore.Qt.ImhNone) - self.txt_additionalComments.setFrameShape(QtWidgets.QFrame.WinPanel) - self.txt_additionalComments.setFrameShadow(QtWidgets.QFrame.Sunken) - self.txt_additionalComments.setTabChangesFocus(False) - self.txt_additionalComments.setReadOnly(False) - self.txt_additionalComments.setObjectName("txt_additionalComments") - self.gridLayout.addWidget(self.txt_additionalComments, 9, 1, 1, 1) - self.buttonBox = QtWidgets.QDialogButtonBox(Dialog) - self.buttonBox.setOrientation(QtCore.Qt.Horizontal) - self.buttonBox.setStandardButtons(QtWidgets.QDialogButtonBox.Cancel|QtWidgets.QDialogButtonBox.Ok) - self.buttonBox.setObjectName("buttonBox") - self.gridLayout.addWidget(self.buttonBox, 10, 1, 1, 1) - - self.retranslateUi(Dialog) - - self.buttonBox.accepted.connect(Dialog.accept) - self.buttonBox.accepted.connect(lambda:self.save_inputSummary(Dialog)) - self.buttonBox.rejected.connect(Dialog.reject) - self.btn_browse.clicked.connect(self.lbl_browse.clear) - QtCore.QMetaObject.connectSlotsByName(Dialog) - Dialog.setTabOrder(self.lineEdit_companyName, self.btn_browse) - Dialog.setTabOrder(self.btn_browse, self.lineEdit_groupName) - Dialog.setTabOrder(self.lineEdit_groupName, self.lineEdit_designer) - Dialog.setTabOrder(self.lineEdit_designer, self.btn_useProfile) - Dialog.setTabOrder(self.btn_useProfile, self.btn_saveProfile) - Dialog.setTabOrder(self.btn_saveProfile, self.lineEdit_projectTitle) - Dialog.setTabOrder(self.lineEdit_projectTitle, self.lineEdit_subtitle) - Dialog.setTabOrder(self.lineEdit_subtitle, self.lineEdit_jobNumber) - Dialog.setTabOrder(self.lineEdit_jobNumber, self.lineEdit_client) - Dialog.setTabOrder(self.lineEdit_client, self.txt_additionalComments) - Dialog.setTabOrder(self.txt_additionalComments, self.buttonBox) - self.input_summary={} - - def save_inputSummary(self,Dialog): - self.input_summary = self.getPopUpInputs() # getting all inputs entered by user in PopUp dialog box. - file_type = "PDF (*.pdf)" - filename = QFileDialog.getSaveFileName(QFileDialog(), "Save File As", os.path.join(str(' '), "untitled.pdf"), file_type) - fname_no_ext = filename[0].split(".")[0] - self.input_summary['filename'] = fname_no_ext - Dialog.close() - - - - def getPopUpInputs(self): - input_summary = {} - input_summary["ProfileSummary"] = {} - input_summary["ProfileSummary"]["CompanyName"] = str(self.lineEdit_companyName.text()) - input_summary["ProfileSummary"]["CompanyLogo"] = str(self.lbl_browse.text()) - input_summary["ProfileSummary"]["Group/TeamName"] = str(self.lineEdit_groupName.text()) - input_summary["ProfileSummary"]["Designer"] = str(self.lineEdit_designer.text()) - - input_summary["ProjectTitle"] = str(self.lineEdit_projectTitle.text()) - input_summary["Subtitle"] = str(self.lineEdit_subtitle.text()) - input_summary["JobNumber"] = str(self.lineEdit_jobNumber.text()) - input_summary["AdditionalComments"] = str(self.txt_additionalComments.toPlainText()) - input_summary["Client"] = str(self.lineEdit_client.text()) - - return input_summary - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Dialog")) - self.lbl_companyName.setText(_translate("Dialog", "Company Name :")) - self.lbl_comapnyLogo.setText(_translate("Dialog", "Company Logo :")) - self.btn_browse.setText(_translate("Dialog", "Browse...")) - self.lbl_groupName.setText(_translate("Dialog", "Group/Team Name :")) - self.lbl_designer.setText(_translate("Dialog", "Designer :")) - self.btn_useProfile.setText(_translate("Dialog", "Use Profile")) - self.btn_saveProfile.setText(_translate("Dialog", "Save Profile")) - self.lbl_projectTitle.setText(_translate("Dialog", "Project Title :")) - self.lbl_subtitle.setText(_translate("Dialog", "Subtitle :")) - self.lineEdit_subtitle.setPlaceholderText(_translate("Dialog", "(Optional)")) - self.lbl_jobNumber.setText(_translate("Dialog", "Job Number :")) - self.lbl_client.setText(_translate("Dialog", "Client :")) - self.lbl_addComment.setText(_translate("Dialog", "Additional Comments :")) - self.txt_additionalComments.setHtml(_translate("Dialog", "\n" -"\n" -"


    ")) - diff --git a/gui/ui_about_osdag.ui b/gui/ui_about_osdag.ui deleted file mode 100644 index 3e325367d..000000000 --- a/gui/ui_about_osdag.ui +++ /dev/null @@ -1,68 +0,0 @@ - - - Dialog - - - - 0 - 0 - 540 - 393 - - - - About Osdag - - - - - - - - - :/newPrefix/images/image3487.png - - - - - - - - Arial - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:7.8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'monospace, monospace'; font-size:8pt;">Osdag </span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Version: 2018.06.a.3839</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'monospace, monospace'; font-size:8pt;">Osdag is a cross-platform, free, and open-source software for the design and detailing of steel structures, following the Indian Standard IS 800:2007. Osdag is primarily built using Python other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite. It is developed by the Osdag team at IIT Bombay under the FOSSEE initiative. </span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'monospace, monospace'; font-size:8pt;">The current version of Osdag contains the shear connection modules and two moment connection modules.</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">(c) Copyright Osdag contributors 2017.</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">This program comes with ABSOLUTELY NO WARRANTY. This is a free software, and you are welcome to redistribute it under certain conditions. See the License.txt file for details regarding the license.</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Authors: Osdag Team </span><a href="http://osdag.fossee.in"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; text-decoration: underline; color:#0000ff;">https://osdag.fossee.in/team</span></a></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Visit </span><a href="http://osdag.fossee.in"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; text-decoration: underline; color:#0000ff;">https://osdag.fossee.in</span></a><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> for more information.</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">----------------------------------------------------</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><a href="ResourceFiles/License/License.txt"><span style=" font-size:8pt; text-decoration: underline; color:#0000ff;">Licensing Information</span></a></p> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-size:8pt; text-decoration: underline; color:#0000ff;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; color:#8a8a8a;">Osdag</span><span style=" font-family:'arial,sans-serif'; font-size:8pt; color:#8a8a8a;">Ā®</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; color:#8a8a8a;"> and the Osdag logo are registered trademarks of Indian Institute of Technology Bombay (IIT Bombay).</span></p></body></html> - - - true - - - - - - - - - - - diff --git a/gui/ui_aboutosdag.py b/gui/ui_aboutosdag.py deleted file mode 100644 index 9c9c9e15c..000000000 --- a/gui/ui_aboutosdag.py +++ /dev/null @@ -1,63 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_about_osdag.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_AboutOsdag(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(540, 393) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.label = QtWidgets.QLabel(Dialog) - self.label.setText("") - self.label.setPixmap(QtGui.QPixmap(":/newPrefix/images/image3487.png")) - self.label.setObjectName("label") - self.gridLayout.addWidget(self.label, 0, 0, 1, 1) - self.textBrowser = QtWidgets.QTextBrowser(Dialog) - self.textBrowser.setOpenExternalLinks(True) - self.textBrowser.setObjectName("textBrowser") - self.gridLayout.addWidget(self.textBrowser, 1, 0, 1, 1) - - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "About Osdag")) - self.textBrowser.setHtml(_translate("Dialog", "\n" -"\n" -"

    Osdag©

    \n" -"

    Version: 2021.02.a.a12f

    \n" -"


    \n" -"

    Osdag is a cross-platform, free, and open-source software for the design and detailing of steel structures, following the Indian Standard IS 800:2007. Osdag is primarily built using Python other Python-based FOSS tools, such as, PyQt, OpenCascade, PythonOCC, SQLite. It allows the user to design steel connections, members and systems using a graphical user interface. The interactive GUI provides a 3D visualisation of the designed component and an option to export the CAD model to any drafting software for the creation of construction/fabrication drawings. The design is typically optimised following industry best practices. Osdag is developed by the Osdag team at IIT Bombay under the initiative of FOSSEE funded by the Ministry of Education (MoE), Government of India.

    \n" -"


    \n" -"

    This version of Osdag contains the Shear Connection modules, Moment Connection modules and the Tension Member modules.

    \n" -"


    \n" -"

    © Copyright Osdag contributors 2017.

    \n" -"

    This program comes with ABSOLUTELY NO WARRANTY. This is a free software, and you are welcome to redistribute it under certain conditions. See the License.txt file for details regarding the license.

    \n" -"


    \n" -"

    Authors: Osdag Team https://osdag.fossee.in/team

    \n" -"

    Visit https://osdag.fossee.in for more information.

    \n" -"

    ----------------------------------------------------

    \n" -"


    \n" -"

    OsdagĀ® and the Osdag logo are registered trademarks of Indian Institute of Technology Bombay (IIT Bombay).

    ")) - -import gui.osdagMainPageIcons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_AboutOsdag() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/gui/ui_ask_question.py b/gui/ui_ask_question.py deleted file mode 100644 index 6d3b072da..000000000 --- a/gui/ui_ask_question.py +++ /dev/null @@ -1,46 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_ask_question.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_AskQuestion(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(265, 88) - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/Osdag.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - Dialog.setWindowIcon(icon) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.label = QtWidgets.QLabel(Dialog) - self.label.setObjectName("label") - self.gridLayout.addWidget(self.label, 0, 0, 1, 1) - self.label_2 = QtWidgets.QLabel(Dialog) - self.label_2.setOpenExternalLinks(True) - self.label_2.setObjectName("label_2") - self.gridLayout.addWidget(self.label_2, 1, 0, 1, 1) - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Ask Us a Question")) - self.label.setText(_translate("Dialog", "Please visit :")) - self.label_2.setText(_translate("Dialog", "

    https://osdag.fossee.in/forum

    ")) - -import gui.osdagMainPageIcons_rc - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_AskQuestion() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/gui/ui_ask_question.ui b/gui/ui_ask_question.ui deleted file mode 100644 index 14e46ecbf..000000000 --- a/gui/ui_ask_question.ui +++ /dev/null @@ -1,57 +0,0 @@ - - - Dialog - - - - 0 - 0 - 265 - 88 - - - - Ask Us a Question - - - - :/newPrefix/images/Osdag.png:/newPrefix/images/Osdag.png - - - - - - - Arial - 10 - - - - Please visit : - - - - - - - - Arial - 10 - - - - <html><head/><body><p><a href="https://osdag.fossee.in/forum"><span style=" text-decoration: underline; color:#0000ff;">https://osdag.fossee.in/forum</span></a></p></body></html> - - - true - - - - - - - - - - - diff --git a/gui/ui_customized_popup.ui b/gui/ui_customized_popup.ui deleted file mode 100644 index 0c9d72ada..000000000 --- a/gui/ui_customized_popup.ui +++ /dev/null @@ -1,106 +0,0 @@ - - - Form - - - - 0 - 0 - 607 - 598 - - - - Form - - - - - - - - - Myanmar Text - 14 - - - - Available: - - - - - - - - Myanmar Text - 14 - - - - Selected: - - - - - - - - - - - - - - - - >> - - - - - - - > - - - - - - - < - - - - - - - << - - - - - - - - - - - - - - - Myanmar Text - 12 - - - - Submit - - - - - - - - diff --git a/gui/ui_design_preferences.ui b/gui/ui_design_preferences.ui deleted file mode 100644 index 51637139e..000000000 --- a/gui/ui_design_preferences.ui +++ /dev/null @@ -1,1958 +0,0 @@ - - - DesignPreferences - - - - 0 - 0 - 969 - 624 - - - - Design preferences - - - - - - - - - Arial - - - - Defaults - - - - - - - - Arial - - - - Save - - - - - - - - Arial - - - - Save - - - - - - - Qt::Horizontal - - - - 28 - 20 - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - Arial - - - - 2 - - - - Column - - - - - - - - - - 11 - - - - Web thickness, t (mm)* - - - - - - - - 11 - - - - Root radius, R1 (mm)* - - - - - - - - - - - - - - - - - - - - - - - - - - 11 - - - - Toe radius, R2 (mm)* - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Dimensions - - - - - - - - 11 - - - - Flange width, B (mm)* - - - - - - - - 11 - - - - Flange thickness, T (mm)* - - - - - - - - 11 - - - - <html><head/><body><p>Flange Slope, <span style=" font-family:'Symbol'; font-size:large;">a </span>(deg.)*</p></body></html> - - - - - - - - 11 - - - - Depth, D (mm)* - - - - - - - - 11 - - - - Poissons ratio, v - - - - - - - - Rolled - - - - - Welded - - - - - - - - - - - - 11 - - - - <html><head/><body><p>Plastic modulus, Z<span style=" vertical-align:sub;">pz</span> (cm<span style=" vertical-align:super;">3</span> )</p></body></html> - - - - - - - - 11 - - - - Ultimate strength, fu (MPa) - - - - - - - - 11 - - - - Modulus of elasticity, E (GPa) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Mechanical Properties - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Designation</span></p></body></html> - - - - - - - - - - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Source</span></p></body></html> - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Type</span></p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>2nd Moment of area, I<span style=" vertical-align:sub;">z</span>(cm<span style=" vertical-align:super;">4</span>)</p></body></html> - - - - - - - Qt::Horizontal - - - - - - - Qt::Vertical - - - - - - - - 11 - - - - Mass, M (kg/m) - - - - - - - - 11 - - - - <html><head/><body><p>Elastic modulus, Z<span style=" vertical-align:sub;">z</span> (cm<span style=" vertical-align:super;">3</span>)</p></body></html> - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Sectional Properties - - - - - - - - 11 - - - - <html><head/><body><p>Radius of gyration, r<span style=" vertical-align:sub;">z</span> (cm)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Radius of gyration, r<span style=" vertical-align:sub;">y</span> (cm)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Elastic modulus, Z<span style=" vertical-align:sub;">y</span> (cm<span style=" vertical-align:super;">3</span>)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>2nd Moment of area,I<span style=" vertical-align:sub;">y</span> (cm<span style=" vertical-align:super;">4</span>)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Sectional area, a (mm<span style=" vertical-align:super;">2</span>)</p></body></html> - - - - - - - Qt::Vertical - - - - - - - - - - ../../../ResourceFiles/images/user_section1.png - - - - - - - - 11 - - - - <html><head/><body><p>Plastic modulus, Z<span style=" vertical-align:sub;">py</span> (cm<span style=" vertical-align:super;">3</span> )</p></body></html> - - - - - - - - - - - 11 - - - - <html><head/><body><p>Thermal expansion </p><p>coeff.<span style=" font-family:'Symbol'; font-size:large;">a </span>(x10<span style=" vertical-align:super;">-6</span>/<span style=" vertical-align:super;">0</span>C)</p></body></html> - - - - - - - - 11 - - - - Yield Strength , fy (MPa) - - - - - - - - - - - 11 - - - - Modulus of rigidity, G (GPa) - - - - - - - - - - - - Clear - - - - - - - Add - - - - - - - - - - - Download xlsx format - - - - - - - Import xlsx file - - - - - - - - - - - - - Beam - - - - - - - - - ../../../ResourceFiles/images/user_section1.png - - - - - - - Qt::Horizontal - - - - - - - - - Download xlsx format - - - - - - - Import xlsx file - - - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Source</span></p></body></html> - - - - - - - - - Clear - - - - - - - Add - - - - - - - - - Qt::Vertical - - - - - - - - - - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Sectional Properties - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Dimensions - - - - - - - - 11 - - - - Modulus of elasticity, E (GPa) - - - - - - - - Rolled - - - - - Welded - - - - - - - - - 11 - - - - Modulus of rigidity, G (GPa) - - - - - - - - 11 - - - - Ultimate strength, fu (MPa) - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - Mechanical Properties - - - - - - - - 11 - - - - Poissons ratio, v - - - - - - - - 11 - - - - <html><head/><body><p>Thermal expansion </p><p>coeff.<span style=" font-family:'Symbol'; font-size:large;">a </span>(x10<span style=" vertical-align:super;">-6</span>/<span style=" vertical-align:super;">0</span>C)</p></body></html> - - - - - - - - 11 - - - - Depth, D (mm)* - - - - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Designation</span></p></body></html> - - - - - - - - Ubuntu Condensed - 75 - false - true - - - - <html><head/><body><p><span style=" font-size:10pt;">Type</span></p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Radius of gyration, r<span style=" vertical-align:sub;">z</span> (cm)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Elastic modulus, Z<span style=" vertical-align:sub;">y</span> (cm<span style=" vertical-align:super;">3</span>)</p></body></html> - - - - - - - - 11 - - - - Toe radius, R2 (mm)* - - - - - - - - 11 - - - - <html><head/><body><p>Sectional area, a (mm<span style=" vertical-align:super;">2</span>)</p></body></html> - - - - - - - - 11 - - - - <html><head/><body><p>Plastic modulus, Z<span style=" vertical-align:sub;">pz</span> (cm<span style=" vertical-align:super;">3</span> )</p></body></html> - - - - - - - - - - - 11 - - - - <html><head/><body><p>Radius of gyration, r<span style=" vertical-align:sub;">y</span> (cm)</p></body></html> - - - - - - - - 11 - - - - Yield Strength , fy (MPa) - - - - - - - - 11 - - - - <html><head/><body><p>Flange Slope, <span style=" font-family:'Symbol'; font-size:large;">a </span>(deg.)*</p></body></html> - - - - - - - - 11 - - - - Root radius, R1 (mm)* - - - - - - - - 11 - - - - <html><head/><body><p>Elastic modulus, Z<span style=" vertical-align:sub;">z</span> (cm<span style=" vertical-align:super;">3</span>)</p></body></html> - - - - - - - - 11 - - - - Flange thickness, T (mm)* - - - - - - - - - - - - - - - - - - - - 11 - - - - Mass, M (kg/m) - - - - - - - - - - - - - - 11 - - - - <html><head/><body><p>2nd Moment of area, I<span style=" vertical-align:sub;">z</span>(cm<span style=" vertical-align:super;">4</span>)</p></body></html> - - - - - - - - - - - - - - 11 - - - - Flange width, B (mm)* - - - - - - - - 11 - - - - <html><head/><body><p>2nd Moment of area,I<span style=" vertical-align:sub;">y</span> (cm<span style=" vertical-align:super;">4</span>)</p></body></html> - - - - - - - - 11 - - - - Web thickness, t (mm)* - - - - - - - - - - - 11 - - - - <html><head/><body><p>Plastic modulus, Z<span style=" vertical-align:sub;">py</span> (cm<span style=" vertical-align:super;">3</span> )</p></body></html> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Qt::Vertical - - - - - - - - Bolt - - - - - - - - Qt::Vertical - - - QSizePolicy::Fixed - - - - 17 - 150 - - - - - - - - - - - Arial - 8 - 50 - false - false - - - - NOTE : If slip is permitted under the design load, design the bolt as a bearing -bolt and select corresponding bolt grade. - - - - - - - Qt::Vertical - - - - 20 - 75 - - - - - - - - - - - - - - - - Qt::Horizontal - - - - - - - - - - - - - - Arial - - - - Bolt type - - - - - - - - Arial - - - - Material grade overwrite (MPa) - - - - - - - - Arial - - - - Bolt hole type - - - - - - - - - - Arial - - - - Qt::TabFocus - - - - Standard - - - - - Over-sized - - - - - - - - Fu - - - - - - - - Arial - - - - 800 - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - false - - - - - - - - Arial - - - - - Pretensioned - - - - - Non-pretensioned - - - - - - - - - - - - - - Qt::Vertical - - - - 168 - 13 - - - - - - - - - Arial - 75 - true - - - - HSFG bolt design parameters: - - - - - - - - Arial - - - - Slip factor (Āµ_f) - - - - - - - - - - - Qt::Vertical - - - - 128 - 28 - - - - - - - - - 0 - 0 - - - - - 200 - 16777215 - - - - - Arial - - - - 8 - - - - 0.2 - - - - - 0.5 - - - - - 0.1 - - - - - 0.25 - - - - - 0.3 - - - - - 0.33 - - - - - 0.48 - - - - - 0.52 - - - - - 0.55 - - - - - - - - - - - - - Arial - - - - Inputs - - - - - - - - - - - - - - Arial - - - - Description - - - - - - - Qt::Horizontal - - - - - - - - - - 210 - 320 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<table border="0" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px;" cellspacing="2" cellpadding="0"> -<tr> -<td colspan="3"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">IS 800 Table 20 Typical Average Values for Coefficient of Friction (</span><span style=" font-family:'Calibri,sans-serif'; font-size:9pt;">Āµ</span><span style=" font-family:'Calibri,sans-serif'; font-size:9pt; vertical-align:sub;">f</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">)</span></p></td></tr></table> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p> -<table border="0" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px;" cellspacing="2" cellpadding="0"> -<tr> -<td width="26"></td> -<td width="383"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Treatment of Surfaces</span></p></td> -<td width="78"> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Ā  Āµ_f</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">i)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces not treated</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.2</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">ii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit with any loose rust removed, no pitting</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.5</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">iii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit and hot-dip galvanized</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.1</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">iv)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.25</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">v)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">vi)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Sand blasted surface, after light rusting</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.52</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">vii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">viii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.3</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">ix)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Surfaces blasted with shot or grit and spray metallized with aluminium (thickness &gt;50 Āµm)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.5</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">x)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Clean mill scale</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.33</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">xi)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Sand blasted surface</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.48</span></p></td></tr> -<tr> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">xii)</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Red lead painted surface</span></p></td> -<td> -<p align="justify" style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> 0.1</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p></td></tr></table></body></html> - - - - - - - - - - 660 - 9 - 276 - 255 - - - - - - - - - - 660 - 405 - 276 - 134 - - - - - Arial - - - - - - - - - - Weld - - - - - - Inputs - - - - - - - - - Description - - - - - - - Qt::Horizontal - - - - - - - - 210 - 320 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Shop weld takes a material safety factor of 1.25</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Field weld takes a material safety factor of 1.5</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">(IS 800 - cl. 5. 4. 1 or Table 5)</span></p></body></html> - - - - - - - - - Qt::Horizontal - - - - - - - - - Material grade overwrite (MPa) - - - - - - - - Shop weld - - - - - Field weld - - - - - - - - Type of weld - - - - - - - - - - - - - - 410 - - - Qt::AlignLeading|Qt::AlignLeft|Qt::AlignVCenter - - - - - - - Fu - - - - - - - - - Qt::Vertical - - - - 20 - 288 - - - - - - - - - Detailing - - - - - - - - - - Inputs - - - - - - - Qt::Horizontal - - - - - - - - - - - Type of edges - - - - - - - - a - Sheared or hand flame cut - - - - - b - Rolled, machine-flame cut, sawn and planed - - - - - - - - Are the members exposed to -corrosive influences? - - - - - - - - No - - - - - Yes - - - - - - - - - - - - - - Qt::Horizontal - - - - - - - Description - - - - - - - - 210 - 0 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'Arial'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">1.7</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> times the hole diameter in case of </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">[a- sheared or hand flame cut edges] </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">and </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">1.5 </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">times the hole diameter in case of </span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:600;">[b - Rolled, machine-flame cut, sawn and planed edges]</span><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;"> (IS 800 - cl. 10. 2. 4. 2)</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Calibri'; font-size:8pt; vertical-align:middle;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">This gap should include the tolerance value of 5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5 mm{tolerance})</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Calibri'; font-size:8pt;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-family:'MS Shell Dlg 2'; font-size:8pt;">Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'MS Shell Dlg 2'; font-size:8pt;"><br /></p></body></html> - - - - - - - - - Qt::Vertical - - - - 20 - 255 - - - - - - - - - Design - - - - - 21 - 31 - 101 - 16 - - - - Design Method - - - - - - 160 - 31 - 227 - 22 - - - - - Limit State Design - - - - - Limit State (Capacity based) Design - - - - - Working Stress Design - - - - - - - - - - - diff --git a/gui/ui_design_summary.py b/gui/ui_design_summary.py deleted file mode 100644 index ea9989ec5..000000000 --- a/gui/ui_design_summary.py +++ /dev/null @@ -1,182 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_design_summary.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_DesignReport(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(539, 595) - Dialog.setInputMethodHints(QtCore.Qt.ImhNone) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.lbl_companyName = QtWidgets.QLabel(Dialog) - self.lbl_companyName.setObjectName("lbl_companyName") - self.gridLayout.addWidget(self.lbl_companyName, 0, 0, 1, 1) - self.lineEdit_companyName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_companyName.setCursor(QtGui.QCursor(QtCore.Qt.ArrowCursor)) - self.lineEdit_companyName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_companyName.setObjectName("lineEdit_companyName") - self.gridLayout.addWidget(self.lineEdit_companyName, 0, 1, 1, 1) - self.lbl_comapnyLogo = QtWidgets.QLabel(Dialog) - self.lbl_comapnyLogo.setObjectName("lbl_comapnyLogo") - self.gridLayout.addWidget(self.lbl_comapnyLogo, 1, 0, 1, 1) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.btn_browse = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_browse.sizePolicy().hasHeightForWidth()) - self.btn_browse.setSizePolicy(sizePolicy) - self.btn_browse.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_browse.setObjectName("btn_browse") - self.horizontalLayout.addWidget(self.btn_browse) - self.lbl_browse = QtWidgets.QLabel(Dialog) - self.lbl_browse.setMouseTracking(True) - self.lbl_browse.setAcceptDrops(True) - self.lbl_browse.setText("") - self.lbl_browse.setObjectName("lbl_browse") - self.horizontalLayout.addWidget(self.lbl_browse) - self.gridLayout.addLayout(self.horizontalLayout, 1, 1, 1, 1) - self.lbl_groupName = QtWidgets.QLabel(Dialog) - self.lbl_groupName.setObjectName("lbl_groupName") - self.gridLayout.addWidget(self.lbl_groupName, 2, 0, 1, 1) - self.lineEdit_groupName = QtWidgets.QLineEdit(Dialog) - self.lineEdit_groupName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_groupName.setCursorPosition(0) - self.lineEdit_groupName.setObjectName("lineEdit_groupName") - self.gridLayout.addWidget(self.lineEdit_groupName, 2, 1, 1, 1) - self.lbl_designer = QtWidgets.QLabel(Dialog) - self.lbl_designer.setObjectName("lbl_designer") - self.gridLayout.addWidget(self.lbl_designer, 3, 0, 1, 1) - self.lineEdit_designer = QtWidgets.QLineEdit(Dialog) - self.lineEdit_designer.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_designer.setObjectName("lineEdit_designer") - self.gridLayout.addWidget(self.lineEdit_designer, 3, 1, 1, 1) - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setSizeConstraint(QtWidgets.QLayout.SetFixedSize) - self.formLayout.setObjectName("formLayout") - self.btn_useProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_useProfile.sizePolicy().hasHeightForWidth()) - self.btn_useProfile.setSizePolicy(sizePolicy) - self.btn_useProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_useProfile.setObjectName("btn_useProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.btn_useProfile) - self.btn_saveProfile = QtWidgets.QPushButton(Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_saveProfile.sizePolicy().hasHeightForWidth()) - self.btn_saveProfile.setSizePolicy(sizePolicy) - self.btn_saveProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_saveProfile.setObjectName("btn_saveProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.btn_saveProfile) - self.gridLayout.addLayout(self.formLayout, 4, 1, 1, 1) - self.lbl_projectTitle = QtWidgets.QLabel(Dialog) - self.lbl_projectTitle.setObjectName("lbl_projectTitle") - self.gridLayout.addWidget(self.lbl_projectTitle, 5, 0, 1, 1) - self.lineEdit_projectTitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_projectTitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_projectTitle.setObjectName("lineEdit_projectTitle") - self.gridLayout.addWidget(self.lineEdit_projectTitle, 5, 1, 1, 1) - self.lbl_subtitle = QtWidgets.QLabel(Dialog) - self.lbl_subtitle.setObjectName("lbl_subtitle") - self.gridLayout.addWidget(self.lbl_subtitle, 6, 0, 1, 1) - self.lineEdit_subtitle = QtWidgets.QLineEdit(Dialog) - self.lineEdit_subtitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_subtitle.setText("") - self.lineEdit_subtitle.setObjectName("lineEdit_subtitle") - self.gridLayout.addWidget(self.lineEdit_subtitle, 6, 1, 1, 1) - self.lbl_jobNumber = QtWidgets.QLabel(Dialog) - self.lbl_jobNumber.setObjectName("lbl_jobNumber") - self.gridLayout.addWidget(self.lbl_jobNumber, 7, 0, 1, 1) - self.lineEdit_jobNumber = QtWidgets.QLineEdit(Dialog) - self.lineEdit_jobNumber.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_jobNumber.setObjectName("lineEdit_jobNumber") - self.gridLayout.addWidget(self.lineEdit_jobNumber, 7, 1, 1, 1) - self.lbl_client = QtWidgets.QLabel(Dialog) - self.lbl_client.setObjectName("lbl_client") - self.gridLayout.addWidget(self.lbl_client, 8, 0, 1, 1) - self.lineEdit_client = QtWidgets.QLineEdit(Dialog) - self.lineEdit_client.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_client.setObjectName("lineEdit_client") - self.gridLayout.addWidget(self.lineEdit_client, 8, 1, 1, 1) - self.lbl_addComment = QtWidgets.QLabel(Dialog) - self.lbl_addComment.setObjectName("lbl_addComment") - self.gridLayout.addWidget(self.lbl_addComment, 9, 0, 1, 1) - self.txt_additionalComments = QtWidgets.QTextEdit(Dialog) - self.txt_additionalComments.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_additionalComments.setStyleSheet(" QTextCursor textCursor;\n" -" textCursor.setPosistion(0, QTextCursor::MoveAnchor); \n" -" textedit->setTextCursor( textCursor );") - self.txt_additionalComments.setInputMethodHints(QtCore.Qt.ImhNone) - self.txt_additionalComments.setFrameShape(QtWidgets.QFrame.WinPanel) - self.txt_additionalComments.setFrameShadow(QtWidgets.QFrame.Sunken) - self.txt_additionalComments.setTabChangesFocus(False) - self.txt_additionalComments.setReadOnly(False) - self.txt_additionalComments.setObjectName("txt_additionalComments") - self.gridLayout.addWidget(self.txt_additionalComments, 9, 1, 1, 1) - self.buttonBox = QtWidgets.QDialogButtonBox(Dialog) - self.buttonBox.setOrientation(QtCore.Qt.Horizontal) - self.buttonBox.setStandardButtons(QtWidgets.QDialogButtonBox.Cancel|QtWidgets.QDialogButtonBox.Ok) - self.buttonBox.setObjectName("buttonBox") - self.gridLayout.addWidget(self.buttonBox, 10, 1, 1, 1) - - self.retranslateUi(Dialog) - self.buttonBox.accepted.connect(Dialog.accept) - self.buttonBox.rejected.connect(Dialog.reject) - self.btn_browse.clicked.connect(self.lbl_browse.clear) - QtCore.QMetaObject.connectSlotsByName(Dialog) - Dialog.setTabOrder(self.lineEdit_companyName, self.btn_browse) - Dialog.setTabOrder(self.btn_browse, self.lineEdit_groupName) - Dialog.setTabOrder(self.lineEdit_groupName, self.lineEdit_designer) - Dialog.setTabOrder(self.lineEdit_designer, self.btn_useProfile) - Dialog.setTabOrder(self.btn_useProfile, self.btn_saveProfile) - Dialog.setTabOrder(self.btn_saveProfile, self.lineEdit_projectTitle) - Dialog.setTabOrder(self.lineEdit_projectTitle, self.lineEdit_subtitle) - Dialog.setTabOrder(self.lineEdit_subtitle, self.lineEdit_jobNumber) - Dialog.setTabOrder(self.lineEdit_jobNumber, self.lineEdit_client) - Dialog.setTabOrder(self.lineEdit_client, self.txt_additionalComments) - Dialog.setTabOrder(self.txt_additionalComments, self.buttonBox) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Dialog")) - self.lbl_companyName.setText(_translate("Dialog", "Company Name :")) - self.lbl_comapnyLogo.setText(_translate("Dialog", "Company Logo :")) - self.btn_browse.setText(_translate("Dialog", "Browse...")) - self.lbl_groupName.setText(_translate("Dialog", "Group/Team Name :")) - self.lbl_designer.setText(_translate("Dialog", "Designer :")) - self.btn_useProfile.setText(_translate("Dialog", "Use Profile")) - self.btn_saveProfile.setText(_translate("Dialog", "Save Profile")) - self.lbl_projectTitle.setText(_translate("Dialog", "Project Title :")) - self.lbl_subtitle.setText(_translate("Dialog", "Subtitle :")) - self.lineEdit_subtitle.setPlaceholderText(_translate("Dialog", "(Optional)")) - self.lbl_jobNumber.setText(_translate("Dialog", "Job Number :")) - self.lbl_client.setText(_translate("Dialog", "Client :")) - self.lbl_addComment.setText(_translate("Dialog", "Additional Comments :")) - self.txt_additionalComments.setHtml(_translate("Dialog", "\n" -"\n" -"


    ")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_DesignReport() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) - diff --git a/gui/ui_design_summary.ui b/gui/ui_design_summary.ui deleted file mode 100644 index 8c4c611c1..000000000 --- a/gui/ui_design_summary.ui +++ /dev/null @@ -1,327 +0,0 @@ - - - Dialog - - - - 0 - 0 - 539 - 595 - - - - Dialog - - - Qt::ImhNone - - - - - - Company Name : - - - - - - - ArrowCursor - - - Qt::StrongFocus - - - - - - - Company Logo : - - - - - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Browse... - - - - - - - true - - - true - - - - - - - - - - - - Group/Team Name : - - - - - - - Qt::StrongFocus - - - 0 - - - - - - - Designer : - - - - - - - Qt::StrongFocus - - - - - - - QLayout::SetFixedSize - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Use Profile - - - - - - - - 0 - 0 - - - - Qt::TabFocus - - - Save Profile - - - - - - - - - Project Title : - - - - - - - Qt::StrongFocus - - - - - - - Subtitle : - - - - - - - Qt::StrongFocus - - - - - - (Optional) - - - - - - - Job Number : - - - - - - - Qt::StrongFocus - - - - - - - Client : - - - - - - - Qt::StrongFocus - - - - - - - Additional Comments : - - - - - - - Qt::StrongFocus - - - QTextCursor textCursor; - textCursor.setPosistion(0, QTextCursor::MoveAnchor); - textedit->setTextCursor( textCursor ); - - - Qt::ImhNone - - - QFrame::WinPanel - - - QFrame::Sunken - - - false - - - false - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:7.5pt; font-weight:400; font-style:normal;"> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px; font-family:'Ubuntu'; font-size:11pt;"><br /></p></body></html> - - - - - - - Qt::Horizontal - - - QDialogButtonBox::Cancel|QDialogButtonBox::Ok - - - - - - - lineEdit_companyName - btn_browse - lineEdit_groupName - lineEdit_designer - btn_useProfile - btn_saveProfile - lineEdit_projectTitle - lineEdit_subtitle - lineEdit_jobNumber - lineEdit_client - txt_additionalComments - buttonBox - - - - - buttonBox - accepted() - Dialog - accept() - - - 248 - 254 - - - 157 - 274 - - - - - buttonBox - rejected() - Dialog - reject() - - - 316 - 260 - - - 286 - 274 - - - - - btn_browse - clicked() - lbl_browse - clear() - - - 210 - 62 - - - 339 - 62 - - - - - diff --git a/gui/ui_section_parameters.py b/gui/ui_section_parameters.py deleted file mode 100644 index 62a64521b..000000000 --- a/gui/ui_section_parameters.py +++ /dev/null @@ -1,595 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file '.\ui_section_parameters.ui' -# -# Created by: PyQt5 UI code generator 5.13.0 -# -# WARNING! All changes made in this file will be lost! - - -from PyQt5 import QtCore, QtGui, QtWidgets -import sqlite3 -from Common import PATH_TO_DATABASE - -class Ui_SectionParameters(QtWidgets.QDialog): - def __init__(self,index_type,index_template): - super().__init__() - self.setObjectName("Dialog") - self.setWindowModality(QtCore.Qt.NonModal) - #self.resize(319, 300) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.sizePolicy().hasHeightForWidth()) - self.setSizePolicy(sizePolicy) - #self.setMinimumSize(QtCore.QSize(0, 300)) - self.setMaximumSize(QtCore.QSize(100000, 100000)) - self.setModal(True) - self.verticalLayout_3 = QtWidgets.QVBoxLayout(self) - self.verticalLayout_3.setObjectName("verticalLayout_3") - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.verticalLayout = QtWidgets.QVBoxLayout() - self.verticalLayout.setObjectName("verticalLayout") - self.parameterLabel_1 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_1.setFont(font) - self.parameterLabel_1.setObjectName("parameterLabel_1") - self.verticalLayout.addWidget(self.parameterLabel_1) - self.parameterLabel_2 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_2.setFont(font) - self.parameterLabel_2.setObjectName("parameterLabel_2") - self.verticalLayout.addWidget(self.parameterLabel_2) - self.parameterLabel_3 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_3.setFont(font) - self.parameterLabel_3.setObjectName("parameterLabel_3") - self.verticalLayout.addWidget(self.parameterLabel_3) - self.parameterLabel_4 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_4.setFont(font) - self.parameterLabel_4.setObjectName("parameterLabel_4") - self.verticalLayout.addWidget(self.parameterLabel_4) - self.parameterLabel_5 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_5.setFont(font) - self.parameterLabel_5.setObjectName("parameterLabel_5") - self.verticalLayout.addWidget(self.parameterLabel_5) - self.parameterLabel_6 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_6.setFont(font) - self.parameterLabel_6.setObjectName("parameterLabel_6") - self.verticalLayout.addWidget(self.parameterLabel_6) - self.parameterLabel_7 = QtWidgets.QLabel(self) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterLabel_7.setFont(font) - self.parameterLabel_7.setObjectName("parameterLabel_7") - self.verticalLayout.addWidget(self.parameterLabel_7) - self.horizontalLayout.addLayout(self.verticalLayout) - self.verticalLayout_2 = QtWidgets.QVBoxLayout() - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.parameterText_1 = QtWidgets.QComboBox(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_1.sizePolicy().hasHeightForWidth()) - self.parameterText_1.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_1.setFont(font) - self.parameterText_1.setObjectName("parameterText_1") - self.verticalLayout_2.addWidget(self.parameterText_1) - self.parameterText_2 = QtWidgets.QComboBox(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_2.sizePolicy().hasHeightForWidth()) - self.parameterText_2.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_2.setFont(font) - self.parameterText_2.setObjectName("parameterText_2") - self.verticalLayout_2.addWidget(self.parameterText_2) - self.parameterText_3 = QtWidgets.QLineEdit(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_3.sizePolicy().hasHeightForWidth()) - self.parameterText_3.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_3.setFont(font) - self.parameterText_3.setObjectName("parameterText_3") - self.verticalLayout_2.addWidget(self.parameterText_3) - self.parameterText_4 = QtWidgets.QLineEdit(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_4.sizePolicy().hasHeightForWidth()) - self.parameterText_4.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_4.setFont(font) - self.parameterText_4.setObjectName("parameterText_4") - self.verticalLayout_2.addWidget(self.parameterText_4) - self.parameterText_5 = QtWidgets.QLineEdit(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_5.sizePolicy().hasHeightForWidth()) - self.parameterText_5.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_5.setFont(font) - self.parameterText_5.setObjectName("parameterText_5") - self.verticalLayout_2.addWidget(self.parameterText_5) - self.parameterText_6 = QtWidgets.QLineEdit(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_6.sizePolicy().hasHeightForWidth()) - self.parameterText_6.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_6.setFont(font) - self.parameterText_6.setObjectName("parameterText_6") - self.verticalLayout_2.addWidget(self.parameterText_6) - self.parameterText_7 = QtWidgets.QLineEdit(self) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.MinimumExpanding, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.parameterText_7.sizePolicy().hasHeightForWidth()) - self.parameterText_7.setSizePolicy(sizePolicy) - font = QtGui.QFont() - font.setPointSize(10) - self.parameterText_7.setFont(font) - self.parameterText_7.setObjectName("parameterText_7") - self.verticalLayout_2.addWidget(self.parameterText_7) - self.horizontalLayout.addLayout(self.verticalLayout_2) - self.verticalLayout_3.addLayout(self.horizontalLayout) - self.horizontalLayout_2 = QtWidgets.QHBoxLayout() - self.horizontalLayout_2.setObjectName("horizontalLayout_2") - spacerItem = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout_2.addItem(spacerItem) - self.saveBtn = QtWidgets.QPushButton(self) - font = QtGui.QFont() - font.setPointSize(10) - self.saveBtn.setFont(font) - self.saveBtn.setObjectName("saveBtn") - self.horizontalLayout_2.addWidget(self.saveBtn) - spacerItem1 = QtWidgets.QSpacerItem(40, 20, QtWidgets.QSizePolicy.Expanding, QtWidgets.QSizePolicy.Minimum) - self.horizontalLayout_2.addItem(spacerItem1) - self.verticalLayout_3.addLayout(self.horizontalLayout_2) - - - self.retranslateUi() - QtCore.QMetaObject.connectSlotsByName(self) - self.update_parameters(index_type,index_template) - self.saveBtn.clicked.connect(lambda:self.save_parameters(index_type,index_template)) - self.textBoxVisible={} - self.apply_character_validations() - self.set_image_tooltip(index_type,index_template) - - def apply_character_validations(self): - ''' - Method to add basic character validations to section parameters - ''' - self.parameterText_3.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.parameterText_3 - )) - self.parameterText_4.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.parameterText_4 - )) - self.parameterText_5.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.parameterText_5 - )) - self.parameterText_6.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.parameterText_6 - )) - self.parameterText_7.setValidator(QtGui.QRegExpValidator( - QtCore.QRegExp("[0-9.]*"), self.parameterText_7 - )) - - def save_parameters(self,index_type,index_template): - ''' - Save Section Parameters for further use - ''' - if(self.findChild(QtWidgets.QLabel,"parameterLabel_1").isVisible()): - self.textBoxVisible['parameterText_1']=[self.findChild(QtWidgets.QLabel,"parameterLabel_1").text().strip()[:-1],self.findChild(QtWidgets.QComboBox,'parameterText_1').currentText()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_2").isVisible()): - self.textBoxVisible['parameterText_2']=[self.findChild(QtWidgets.QLabel,"parameterLabel_2").text().strip()[:-1],self.findChild(QtWidgets.QComboBox,'parameterText_2').currentText()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_3").isVisible()): - self.textBoxVisible['parameterText_3']=[self.findChild(QtWidgets.QLabel,"parameterLabel_3").text().strip()[:-1],self.findChild(QtWidgets.QLineEdit,'parameterText_3').text()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_4").isVisible()): - self.textBoxVisible['parameterText_4']=[self.findChild(QtWidgets.QLabel,"parameterLabel_4").text().strip()[:-1],self.findChild(QtWidgets.QLineEdit,'parameterText_4').text()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_5").isVisible()): - self.textBoxVisible['parameterText_5']=[self.findChild(QtWidgets.QLabel,"parameterLabel_5").text().strip()[:-1],self.findChild(QtWidgets.QLineEdit,'parameterText_5').text()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_6").isVisible()): - self.textBoxVisible['parameterText_6']=[self.findChild(QtWidgets.QLabel,"parameterLabel_6").text().strip()[:-1],self.findChild(QtWidgets.QLineEdit,'parameterText_6').text()] - if(self.findChild(QtWidgets.QLabel,"parameterLabel_7").isVisible()): - self.textBoxVisible['parameterText_7']=[self.findChild(QtWidgets.QLabel,"parameterLabel_7").text().strip()[:-1],self.findChild(QtWidgets.QLineEdit,'parameterText_7').text()] - flag="ErrorType" - for parameter in self.textBoxVisible: - if(self.textBoxVisible[parameter][1]=="" or 'select' in self.textBoxVisible[parameter][1].lower()): - flag='NoPara' - try: - if(self.textBoxVisible[parameter][1].count('.')>1 or '.' == self.textBoxVisible[parameter][1][-1]): - flag='DecimalProb' - except: - flag='WrittenandDeleted' - - - if(flag in ['NoPara','WrittenandDeleted']): - QtWidgets.QMessageBox.critical(self,'Save Error','All Parameters not entered/selected') - self.textBoxVisible={} - return - elif(flag=='DecimalProb'): - QtWidgets.QMessageBox.critical(self,'Save Error','Ill-positioned or extra decimals found.') - self.textBoxVisible={} - return - - error,string=self.func_for_numerical_validations(index_type,index_template) - if(error==True): - QtWidgets.QMessageBox.critical(self, "Error", f"Following condition(s) is/are not satisfied:\n\n{string}") - self.textBoxVisible={} - return - - self.close() - - def func_for_numerical_validations(self,index_type,index_template): - ''' - Method to validate template-wise Section Parameters - ''' - error=False - string="" - conn = sqlite3.connect(PATH_TO_DATABASE) - if(index_type==1): - cursor = conn.execute("SELECT B FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - B=float(cursor.fetchone()[0]) - s=float(self.parameterText_3.text()) - if(s<=B): - error=True - string+='S > '+str(B)+'\n' - elif(index_type==2): - cursor = conn.execute("SELECT B FROM Channels where Designation="+repr(self.parameterText_1.currentText())) - B=float(cursor.fetchone()[0]) - s=float(self.parameterText_3.text()) - if(index_template==1): - if(s<=2*B): - error=True - string+='S > '+str(2*B)+'\n' - elif(index_type==4): - if(index_template==1): - cursor = conn.execute("SELECT D,T,tw FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - D,T,t=map(float,cursor.fetchall()[0]) - s=float(self.parameterText_3.text()) - P=float(self.parameterText_6.text()) - ta=float(self.parameterText_7.text()) - Db=D-(2*T) - comp=round(Db/2,1) - if(P>=comp): - error=True - string+='P < '+str(comp)+'\n' - if(taT): - error=True - string+=str(t)+' <= t* <= '+str(T)+'\n' - - return error,string - - def set_image_tooltip(self,index_type,index_template): - ''' - Method to set Tooltip Image for each Section Parameter(Template-wise) - ''' - if(index_type==1): - self.parameterText_6.setToolTip("") - self.parameterText_3.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_type==2): - if(index_template==1): - self.parameterText_3.setToolTip("") - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==2): - self.parameterText_3.setToolTip("") - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_type==3): - if(index_template==1): - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==2): - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==3): - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==4): - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==5): - self.parameterText_3.setToolTip("") - self.parameterText_4.setToolTip("") - self.parameterText_5.setToolTip("") - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_type==4): - if(index_template==1): - self.parameterText_3.setToolTip("") - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - elif(index_template==2): - self.parameterText_3.setToolTip("") - self.parameterText_6.setToolTip("") - elif(index_template==3): - self.parameterText_5.setToolTip("") - self.parameterText_6.setToolTip("") - self.parameterText_7.setToolTip("") - - elif(index_type==5): - self.parameterText_3.setToolTip("") - - def update_parameters(self,index_type,index_template): - ''' - Method for Updation of field in Section Parameters Dialog - and also contents on some fields based on conditions - ''' - conn = sqlite3.connect(PATH_TO_DATABASE) - if(index_type==1): - def calc_length(): - if(self.parameterText_3.text() in ['',None] or self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT tw,B FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - t,B=map(float,cursor.fetchall()[0]) - s=float(self.parameterText_3.text()) - self.parameterText_6.setText(str(round((s+(2*((B/2)+(2*(t/2))))),1))) - - def calc_t(): - if(self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT tw FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - t=float(cursor.fetchone()[0]) - if(t%3==0): - ta=t - else: - ta=((t//3)+1)*3 - self.parameterText_7.setText(str(ta)) - - self.parameterLabel_2.hide() - self.parameterText_2.hide() - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_1.setText('Type of I-Section:') - self.parameterLabel_3.setText('Spacing(web-web) between I Sections, S(mm):') - self.parameterLabel_6.setText('Length of Cover Plate, l(mm):') - self.parameterText_6.setDisabled(True) - self.parameterLabel_7.setText('Thickness of Cover Plate, t*(mm):') - self.parameterText_7.setDisabled(True) - self.parameterText_3.textChanged.connect(calc_length) - self.parameterText_1.currentIndexChanged.connect(calc_t) - self.parameterText_1.currentIndexChanged.connect(calc_length) - - elif(index_type==2): - - self.parameterLabel_2.hide() - self.parameterText_2.hide() - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_1.setText('Type of Channel Section:') - self.parameterLabel_3.setText('Spacing(web-web) between the Channel sections, S(mm):') - - def calc_length(): - if(self.parameterText_3.text() in ['',None] or self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT tw,B FROM Channels where Designation="+repr(self.parameterText_1.currentText())) - t,B=map(float,cursor.fetchall()[0]) - s=float(self.parameterText_3.text()) - if(index_template==1): - comp=round(s+(2*t),1) - if(index_template==2): - comp=round(s+(2*B),1) - self.parameterText_6.setText(str(comp)) - - def calc_t(): - if(self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT tw FROM Channels where Designation="+repr(self.parameterText_1.currentText())) - t=float(cursor.fetchone()[0]) - if(t%3==0): - ta=t - else: - ta=((t//3)+1)*3 - self.parameterText_7.setText(str(ta)) - - - - self.parameterText_6.setDisabled(True) - self.parameterText_3.textChanged.connect(calc_length) - self.parameterText_1.currentIndexChanged.connect(calc_length) - self.parameterText_1.currentIndexChanged.connect(calc_t) - self.parameterLabel_6.setText('Length of Cover Plate, l(mm):') - self.parameterLabel_7.setText('Thickness of Cover Plate, t*(mm):') - self.parameterText_7.setDisabled(True) - - elif(index_type==3): - self.parameterLabel_2.hide() - self.parameterText_2.hide() - self.parameterLabel_1.setText('Type of Angle Section:') - if(index_template<5): - self.parameterLabel_2.hide() - self.parameterText_2.hide() - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_3.hide() - self.parameterText_3.hide() - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_6.setText('Length of the Gusset Plate, l(mm):') - self.parameterLabel_7.setText('Thickness of the Gusset Plate, t*(mm):') - - - - def calc_length(): - if(self.parameterText_1.currentIndex()==0 or self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT a FROM Angles where Designation="+repr(self.parameterText_1.currentText())) - a = float(cursor.fetchone()[0]) - if(index_template!=4): - comp=2*a - if(index_template==4): - comp=a - self.parameterText_6.setText(str(comp)) - - self.parameterText_1.currentIndexChanged.connect(calc_length) - self.parameterText_6.setDisabled(True) - else: - self.parameterLabel_3.setText('Spacing(Shorter Leg), S(mm):') - self.parameterLabel_4.setText('Spacing(Longer Leg), S*(mm):') - self.parameterLabel_5.setText('Length of the Gusset Plate(Horizantal), l(mm):') - self.parameterLabel_6.setText('Length of the Gusset Plate(Verticle), l*(mm):') - self.parameterLabel_7.setText('Thickness of the Gusset Plate, t*(mm):') - def calc_length_h(): - if(self.parameterText_1.currentIndex()==0 or self.parameterText_3.text() in ['',None] or self.parameterText_7.text() in ['',None]): - return - cursor = conn.execute("SELECT b FROM Angles where Designation="+repr(self.parameterText_1.currentText())) - b = float(cursor.fetchone()[0]) - s=float(self.parameterText_3.text()) - ta=float(self.parameterText_7.text()) - self.parameterText_5.setText(str(s+(2*ta)+(2*b))) - def calc_length_v(): - if(self.parameterText_4.text() in ['',None] or self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT a FROM Angles where Designation="+repr(self.parameterText_1.currentText())) - a = float(cursor.fetchone()[0]) - sa=float(self.parameterText_4.text()) - self.parameterText_6.setText(str(sa+(2*a))) - - self.parameterText_1.currentIndexChanged.connect(calc_length_h) - self.parameterText_1.currentIndexChanged.connect(calc_length_v) - self.parameterText_7.textChanged.connect(calc_length_h) - self.parameterText_3.textChanged.connect(calc_length_h) - self.parameterText_4.textChanged.connect(calc_length_v) - self.parameterText_5.setDisabled(True) - self.parameterText_6.setDisabled(True) - - elif(index_type==4): - self.parameterLabel_2.hide() - self.parameterText_2.hide() - if(index_template==1): - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_1.setText('Type of I-Section:') - self.parameterLabel_3.setText('Spacing, S(mm):') - self.parameterLabel_6.setText('Lip Size, P(mm):') - self.parameterLabel_7.setText('Thickness of Lip, t*(mm):') - def calc_t(): - if(self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT T,tw FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - T,t=map(float,cursor.fetchall()[0]) - if(t==T): - self.parameterText_7.setText(str(t)) - self.parameterText_7.setDisabled(True) - else: - self.parameterText_7.clear() - self.parameterText_7.setDisabled(False) - def calc_s(): - if(self.parameterText_1.currentIndex()==0 or self.parameterText_7.text() in ['',None]): - return - try: - float(self.parameterText_7.text()) - except: - return - cursor = conn.execute("SELECT B,tw FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - B,t=map(float,cursor.fetchall()[0]) - ta=float(self.parameterText_7.text()) - s=round((B-t-(2*ta))/2,1) - self.parameterText_3.setText(str(s)) - - - self.parameterText_1.currentIndexChanged.connect(calc_t) - self.parameterText_3.setDisabled(True) - self.parameterText_1.currentIndexChanged.connect(calc_s) - self.parameterText_7.textChanged.connect(calc_s) - - elif(index_template==2): - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_1.setText('I-Section Type:') - self.parameterLabel_3.setText('Spacing , S(mm):') - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_6.setText('Length of Web of T, d(mm):') - self.parameterLabel_7.hide() - self.parameterText_7.hide() - def para(): - if(self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT D,T,tw,B FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - D,T,t,B=map(float,cursor.fetchall()[0]) - Db=D-(2*T) - comp1=round((Db-t)/2,1) - comp2=round((B-(2*T)-t)/2,1) - self.parameterText_6.setText(str(comp1)) - self.parameterText_7.setText(str(comp2)) - self.parameterText_1.currentIndexChanged.connect(para) - self.parameterText_6.setDisabled(True) - self.parameterText_7.setDisabled(True) - - - elif(index_template==3): - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_3.hide() - self.parameterText_3.hide() - self.parameterLabel_1.hide() - self.parameterText_1.hide() - self.parameterLabel_5.setText('Length of Hollow Section, B(mm):') - self.parameterLabel_6.setText('Breadth of Hollow Section, L(mm):') - self.parameterLabel_7.setText('Thickness of Hollow Section, t(mm):') - - elif(index_type==5): - self.parameterLabel_4.hide() - self.parameterText_4.hide() - self.parameterLabel_5.hide() - self.parameterText_5.hide() - self.parameterLabel_6.hide() - self.parameterText_6.hide() - self.parameterLabel_7.hide() - self.parameterText_7.hide() - self.parameterLabel_1.setText('Type of I-Section:') - self.parameterLabel_2.setText('Type of Channel Section:') - self.parameterLabel_3.setText('Spacing between I-Section and Flange of Channel, S(mm):') - def calc_s(): - if(self.parameterText_1.currentIndex()==0): - return - cursor = conn.execute("SELECT tw,B FROM Columns where Designation="+repr(self.parameterText_1.currentText())) - t,B=map(float,cursor.fetchall()[0]) - self.parameterText_3.setText(str(round((B-t)/2,1))) - self.parameterText_3.setDisabled(True) - self.parameterText_1.currentIndexChanged.connect(calc_s) - - def retranslateUi(self): - _translate = QtCore.QCoreApplication.translate - self.setWindowTitle(_translate("Dialog", "Section Parameters")) - self.parameterLabel_1.setText(_translate("Dialog", "I-Section Type:")) - self.parameterLabel_2.setText(_translate("Dialog", "Channel Type:")) - self.parameterLabel_3.setText(_translate("Dialog", "Spacing_H (s):")) - self.parameterLabel_4.setText(_translate("Dialog", "Spacing_V (s*):")) - self.parameterLabel_5.setText(_translate("Dialog", "Length (l):")) - self.parameterLabel_6.setText(_translate("Dialog", "Thickness_H (l*):")) - self.parameterLabel_7.setText(_translate("Dialog", "Thickness_V (t*):")) - self.saveBtn.setText(_translate("Dialog", "Save")) diff --git a/gui/ui_section_parameters.ui b/gui/ui_section_parameters.ui deleted file mode 100644 index 356a0e6bd..000000000 --- a/gui/ui_section_parameters.ui +++ /dev/null @@ -1,282 +0,0 @@ - - - Dialog - - - Qt::NonModal - - - - 0 - 0 - 346 - 300 - - - - - 0 - 0 - - - - - 0 - 300 - - - - - 100000 - 363 - - - - Section Parameters - - - true - - - - - - 15 - - - - - - - - 10 - - - - I-Section Type: - - - - - - - - 10 - - - - Channel Type: - - - - - - - - 10 - - - - Spacing_H (s): - - - - - - - - 10 - - - - Spacing_V (s*): - - - - - - - - 10 - - - - Length (l*): - - - - - - - - 10 - - - - Thickness_H (t): - - - - - - - - 10 - - - - Thickness_V (t*): - - - - - - - - - - - - 10 - - - - - - - - - 10 - - - - - - - - - 0 - 0 - - - - - 10 - - - - - - - - - 0 - 0 - - - - - 10 - - - - - - - - - 0 - 0 - - - - - 10 - - - - - - - - - 0 - 0 - - - - - 10 - - - - - - - - - - - - 0 - 0 - - - - - 10 - - - - - - - - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - 10 - - - - Save - - - - - - - Qt::Horizontal - - - - 40 - 20 - - - - - - - - - - - diff --git a/gui/ui_summary_popup.py b/gui/ui_summary_popup.py deleted file mode 100644 index 62d5f509f..000000000 --- a/gui/ui_summary_popup.py +++ /dev/null @@ -1,331 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'summary_popup.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! -from PyQt5.QtWidgets import QMainWindow, QDialog, QFontDialog, QApplication, QFileDialog, QColorDialog, QDialogButtonBox -from PyQt5.QtWidgets import QMessageBox, qApp -from PyQt5 import QtCore, QtGui, QtWidgets -import configparser -import os -import re -import time -import pickle -# from gui.ui_summary_popup import Ui_Dialog1 -from design_report.reportGenerator import save_html -from design_report.reportGenerator_latex import CreateLatex -# from design_type.connection.fin_plate_connection import sa -from get_DPI_scale import scale - - -class DummyThread(QtCore.QThread): - finished = QtCore.pyqtSignal() - - def __init__(self, sec, parent): - self.sec = sec - super().__init__(parent=parent) - - def run(self): - time.sleep(self.sec) - self.finished.emit() - - -class Ui_Dialog1(object): - - def __init__(self, design_exist, loggermsg): - self.design_exist = design_exist - self.loggermsg = loggermsg - - def setupUi(self, Dialog, main, module_window): - self.Dialog = Dialog - self.module_window = module_window - self.Dialog.setObjectName("Dialog") - self.Dialog.resize(scale * 600, scale * 550) - self.Dialog.setInputMethodHints(QtCore.Qt.ImhNone) - self.gridLayout = QtWidgets.QGridLayout(self.Dialog) - self.gridLayout.setObjectName("gridLayout") - self.lbl_companyName = QtWidgets.QLabel(self.Dialog) - self.lbl_companyName.setObjectName("lbl_companyName") - self.gridLayout.addWidget(self.lbl_companyName, 0, 0, 1, 1) - self.lineEdit_companyName = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_companyName.setCursor(QtGui.QCursor(QtCore.Qt.ArrowCursor)) - self.lineEdit_companyName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_companyName.setObjectName("lineEdit_companyName") - self.gridLayout.addWidget(self.lineEdit_companyName, 0, 1, 1, 1) - self.lbl_comapnyLogo = QtWidgets.QLabel(self.Dialog) - self.lbl_comapnyLogo.setObjectName("lbl_comapnyLogo") - self.gridLayout.addWidget(self.lbl_comapnyLogo, 1, 0, 1, 1) - self.horizontalLayout = QtWidgets.QHBoxLayout() - self.horizontalLayout.setObjectName("horizontalLayout") - self.btn_browse = QtWidgets.QPushButton(self.Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_browse.sizePolicy().hasHeightForWidth()) - self.btn_browse.setSizePolicy(sizePolicy) - self.btn_browse.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_browse.setObjectName("btn_browse") - self.horizontalLayout.addWidget(self.btn_browse) - self.lbl_browse = QtWidgets.QLabel(self.Dialog) - self.lbl_browse.setMouseTracking(True) - self.lbl_browse.setAcceptDrops(True) - self.lbl_browse.setText("") - self.lbl_browse.setObjectName("lbl_browse") - self.horizontalLayout.addWidget(self.lbl_browse) - self.gridLayout.addLayout(self.horizontalLayout, 1, 1, 1, 1) - self.lbl_groupName = QtWidgets.QLabel(self.Dialog) - self.lbl_groupName.setObjectName("lbl_groupName") - self.gridLayout.addWidget(self.lbl_groupName, 2, 0, 1, 1) - self.lineEdit_groupName = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_groupName.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_groupName.setCursorPosition(0) - self.lineEdit_groupName.setObjectName("lineEdit_groupName") - self.gridLayout.addWidget(self.lineEdit_groupName, 2, 1, 1, 1) - self.lbl_designer = QtWidgets.QLabel(self.Dialog) - self.lbl_designer.setObjectName("lbl_designer") - self.gridLayout.addWidget(self.lbl_designer, 3, 0, 1, 1) - self.lineEdit_designer = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_designer.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_designer.setObjectName("lineEdit_designer") - self.gridLayout.addWidget(self.lineEdit_designer, 3, 1, 1, 1) - self.formLayout = QtWidgets.QFormLayout() - self.formLayout.setSizeConstraint(QtWidgets.QLayout.SetFixedSize) - self.formLayout.setObjectName("formLayout") - self.btn_useProfile = QtWidgets.QPushButton(self.Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_useProfile.sizePolicy().hasHeightForWidth()) - self.btn_useProfile.setSizePolicy(sizePolicy) - self.btn_useProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_useProfile.setObjectName("btn_useProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.LabelRole, self.btn_useProfile) - self.btn_saveProfile = QtWidgets.QPushButton(self.Dialog) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Fixed, QtWidgets.QSizePolicy.Fixed) - sizePolicy.setHorizontalStretch(0) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.btn_saveProfile.sizePolicy().hasHeightForWidth()) - self.btn_saveProfile.setSizePolicy(sizePolicy) - self.btn_saveProfile.setFocusPolicy(QtCore.Qt.TabFocus) - self.btn_saveProfile.setObjectName("btn_saveProfile") - self.formLayout.setWidget(0, QtWidgets.QFormLayout.FieldRole, self.btn_saveProfile) - self.gridLayout.addLayout(self.formLayout, 4, 1, 1, 1) - self.lbl_projectTitle = QtWidgets.QLabel(self.Dialog) - self.lbl_projectTitle.setObjectName("lbl_projectTitle") - self.gridLayout.addWidget(self.lbl_projectTitle, 5, 0, 1, 1) - self.lineEdit_projectTitle = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_projectTitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_projectTitle.setObjectName("lineEdit_projectTitle") - self.gridLayout.addWidget(self.lineEdit_projectTitle, 5, 1, 1, 1) - self.lbl_subtitle = QtWidgets.QLabel(self.Dialog) - self.lbl_subtitle.setObjectName("lbl_subtitle") - self.gridLayout.addWidget(self.lbl_subtitle, 6, 0, 1, 1) - self.lineEdit_subtitle = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_subtitle.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_subtitle.setText("") - self.lineEdit_subtitle.setObjectName("lineEdit_subtitle") - self.gridLayout.addWidget(self.lineEdit_subtitle, 6, 1, 1, 1) - self.lbl_jobNumber = QtWidgets.QLabel(self.Dialog) - self.lbl_jobNumber.setObjectName("lbl_jobNumber") - self.gridLayout.addWidget(self.lbl_jobNumber, 7, 0, 1, 1) - self.lineEdit_jobNumber = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_jobNumber.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_jobNumber.setObjectName("lineEdit_jobNumber") - self.gridLayout.addWidget(self.lineEdit_jobNumber, 7, 1, 1, 1) - self.lbl_client = QtWidgets.QLabel(self.Dialog) - self.lbl_client.setObjectName("lbl_client") - self.gridLayout.addWidget(self.lbl_client, 8, 0, 1, 1) - self.lineEdit_client = QtWidgets.QLineEdit(self.Dialog) - self.lineEdit_client.setFocusPolicy(QtCore.Qt.StrongFocus) - self.lineEdit_client.setObjectName("lineEdit_client") - self.gridLayout.addWidget(self.lineEdit_client, 8, 1, 1, 1) - self.lbl_addComment = QtWidgets.QLabel(self.Dialog) - self.lbl_addComment.setObjectName("lbl_addComment") - self.gridLayout.addWidget(self.lbl_addComment, 9, 0, 1, 1) - self.txt_additionalComments = QtWidgets.QTextEdit(self.Dialog) - self.txt_additionalComments.setFocusPolicy(QtCore.Qt.StrongFocus) - self.txt_additionalComments.setStyleSheet(" QTextCursor textCursor;\n" - " textCursor.setPosistion(0, QTextCursor::MoveAnchor); \n" - " textedit->setTextCursor( textCursor );") - self.txt_additionalComments.setInputMethodHints(QtCore.Qt.ImhNone) - self.txt_additionalComments.setFrameShape(QtWidgets.QFrame.WinPanel) - self.txt_additionalComments.setFrameShadow(QtWidgets.QFrame.Sunken) - self.txt_additionalComments.setTabChangesFocus(False) - self.txt_additionalComments.setReadOnly(False) - self.txt_additionalComments.setObjectName("txt_additionalComments") - self.gridLayout.addWidget(self.txt_additionalComments, 9, 1, 1, 1) - self.buttonBox = QtWidgets.QDialogButtonBox(self.Dialog) - self.buttonBox.setOrientation(QtCore.Qt.Horizontal) - self.buttonBox.setStandardButtons(QtWidgets.QDialogButtonBox.Cancel | QtWidgets.QDialogButtonBox.Ok) - self.buttonBox.setObjectName("buttonBox") - self.gridLayout.addWidget(self.buttonBox, 10, 1, 1, 1) - - self.retranslateUi() - - # self.buttonBox.accepted.connect(self.Dialog.accept) - self.buttonBox.accepted.connect(lambda: self.save_inputSummary(main)) - self.buttonBox.rejected.connect(self.Dialog.reject) - self.btn_browse.clicked.connect(self.lbl_browse.clear) - QtCore.QMetaObject.connectSlotsByName(self.Dialog) - self.Dialog.setTabOrder(self.lineEdit_companyName, self.btn_browse) - self.Dialog.setTabOrder(self.btn_browse, self.lineEdit_groupName) - self.Dialog.setTabOrder(self.lineEdit_groupName, self.lineEdit_designer) - self.Dialog.setTabOrder(self.lineEdit_designer, self.btn_useProfile) - self.Dialog.setTabOrder(self.btn_useProfile, self.btn_saveProfile) - self.Dialog.setTabOrder(self.btn_saveProfile, self.lineEdit_projectTitle) - self.Dialog.setTabOrder(self.lineEdit_projectTitle, self.lineEdit_subtitle) - self.Dialog.setTabOrder(self.lineEdit_subtitle, self.lineEdit_jobNumber) - self.Dialog.setTabOrder(self.lineEdit_jobNumber, self.lineEdit_client) - self.Dialog.setTabOrder(self.lineEdit_client, self.txt_additionalComments) - self.Dialog.setTabOrder(self.txt_additionalComments, self.buttonBox) - - def save_inputSummary(self, main): - input_summary = self.getPopUpInputs() # getting all inputs entered by user in PopUp dialog box. - file_type = "PDF (*.pdf)" - # filename, _ = QFileDialog.getSaveFileName(QFileDialog(), "Save File As", os.path.join(str(' '), "untitled.pdf"), - # file_type) - filename, _ = QFileDialog.getSaveFileName(self.Dialog, "Save File As", '', file_type, None, QtWidgets.QFileDialog.DontUseNativeDialog) - # filename, _ = QFileDialog.getSaveFileName(self.Dialog, "Save File As", '', file_type) - ''' - Uncomment the third QFileDialog function if you want to use NativeDialog which will be both system and OS dependent hence - it would be impossible to assign any modal to QFileDialog once it's opened, therefore it'll look like system is hanged. - But if you want to control the behaviour of QFileDialog according to your need then use the second function(QFileDialog provided by Qt which is faster than NativeDialog). - - Same is the case when we'll select 'Load Input' option. We can't control the behaviour of QFileDialog because it's native and hence - OS and system dependent. - ''' - - if filename == '': - return - # else: - # self.create_pdf_file(filename,main, input_summary) - # self.pdf_file_message(filename) - - loading_widget = QDialog(self.module_window) - window_width = self.module_window.width() / 2 - window_height = self.module_window.height() / 10 - loading_widget.setFixedSize(window_width, 1.5 * window_height) - loading_widget.setWindowFlag(QtCore.Qt.FramelessWindowHint) - - self.progress_bar = QtWidgets.QProgressBar(loading_widget) - self.progress_bar.setMaximum(100) - self.progress_bar.setGeometry(QtCore.QRect(0, 0, window_width, window_height / 2)) - loading_label = QtWidgets.QLabel(loading_widget) - loading_label.setGeometry(QtCore.QRect(0, window_height / 2, window_width, window_height)) - loading_label.setFixedSize(window_width, window_height) - loading_label.setAlignment(QtCore.Qt.AlignCenter) - loading_label.setText("

    Please Wait...

    ") - self.thread_1 = DummyThread(0.00001, self.module_window) - self.thread_1.start() - self.thread_2 = DummyThread(0.00001, self.module_window) - self.thread_1.finished.connect(lambda: loading_widget.exec()) - self.thread_1.finished.connect(lambda: self.progress_bar.setValue(20)) - self.thread_1.finished.connect(lambda: self.thread_2.start()) - self.thread_2.finished.connect(lambda: self.create_pdf_file(filename, main, input_summary)) - self.thread_2.finished.connect(lambda: loading_widget.close()) - self.thread_2.finished.connect(lambda: self.progress_bar.setValue(90)) - self.thread_2.finished.connect(lambda: self.pdf_file_message(filename)) - - def create_pdf_file(self, filename, main, input_summary): - fname_no_ext = filename.split(".")[0] - input_summary['filename'] = fname_no_ext - input_summary['does_design_exist'] = self.design_exist - input_summary['logger_messages'] = self.loggermsg - # self.progress_bar.setValue(30) - main.save_design(main, input_summary) - # self.progress_bar.setValue(80) - - def pdf_file_message(self, filename): - fname_no_ext = filename.split(".")[0] - # if os.path.isfile(str(filename)) and not os.path.isfile(fname_no_ext+'.log'): - if os.path.isfile(str(filename.replace(".pdf", "") + ".pdf")) and not os.path.isfile(fname_no_ext + '.log'): - self.Dialog.accept() - QMessageBox.information(QMessageBox(), 'Information', 'Design report saved!') - elif not os.path.isfile(str(filename.replace(".pdf", "") + ".pdf")) and not os.path.isfile( - fname_no_ext + '.log'): - self.Dialog.reject() - QMessageBox.critical(QMessageBox(), 'Error', - 'Latex Creation Error. Please run in command prompt to check if latex is installed.') - else: - logfile = open(fname_no_ext + '.log', 'r') - # TODO: This logic can be improved so that log is not read twice. - logs = logfile.read() - logfile.close() - self.Dialog.reject() - if (r'! I can\'t write on file' in logs): - QMessageBox.critical(QMessageBox(), 'Error', - 'Please make sure no PDF is open with same name and try again.') - else: - missing_package = None - log_lines = logs.split('\n') - for line in log_lines: - if '! LaTeX Error: File' in line: - missing_package = line - if missing_package != None: - QMessageBox.critical(QMessageBox(), 'Error', missing_package + ' Please install missing package') - else: - QMessageBox.critical(QMessageBox(), 'Error', - 'Latex Creation Error. Please send us the log file created in the same folder choosen for the Design Report.') - - def call_designreport(self, main, fileName, report_summary, folder): - self.alist = main.report_input - self.column_details = main.report_supporting - self.beam_details = main.report_supported - self.result = main.report_result - self.Design_Check = main.report_check - # save_html(main.report_result, main.report_input, main.report_check, main.report_supporting,main.report_supported, report_summary,fileName, folder) - # CreateLatex.\ - # save_latex(CreateLatex(),main.report_result, main.report_input, main.report_check, main.report_supporting, - # main.report_supported, report_summary, fileName, folder) - - def getPopUpInputs(self): - input_summary = {} - input_summary["ProfileSummary"] = {} - input_summary["ProfileSummary"]["CompanyName"] = str(self.lineEdit_companyName.text()) - input_summary["ProfileSummary"]["CompanyLogo"] = str(self.lbl_browse.text()) - input_summary["ProfileSummary"]["Group/TeamName"] = str(self.lineEdit_groupName.text()) - input_summary["ProfileSummary"]["Designer"] = str(self.lineEdit_designer.text()) - - input_summary["ProjectTitle"] = str(self.lineEdit_projectTitle.text()) - input_summary["Subtitle"] = str(self.lineEdit_subtitle.text()) - input_summary["JobNumber"] = str(self.lineEdit_jobNumber.text()) - input_summary["AdditionalComments"] = str(self.txt_additionalComments.toPlainText()) - input_summary["Client"] = str(self.lineEdit_client.text()) - - return input_summary - - def retranslateUi(self): - _translate = QtCore.QCoreApplication.translate - self.Dialog.setWindowTitle(_translate("Dialog", "Design Report Summary")) - self.lbl_companyName.setText(_translate("Dialog", "Company Name :")) - self.lbl_comapnyLogo.setText(_translate("Dialog", "Company Logo :")) - self.btn_browse.setText(_translate("Dialog", "Browse...")) - self.lbl_groupName.setText(_translate("Dialog", "Group/Team Name :")) - self.lbl_designer.setText(_translate("Dialog", "Designer :")) - self.btn_useProfile.setText(_translate("Dialog", "Use Profile")) - self.btn_saveProfile.setText(_translate("Dialog", "Save Profile")) - self.lbl_projectTitle.setText(_translate("Dialog", "Project Title :")) - self.lbl_subtitle.setText(_translate("Dialog", "Subtitle :")) - self.lineEdit_subtitle.setPlaceholderText(_translate("Dialog", "(Optional)")) - self.lbl_jobNumber.setText(_translate("Dialog", "Job Number :")) - self.lbl_client.setText(_translate("Dialog", "Client :")) - self.lbl_addComment.setText(_translate("Dialog", "Additional Comments :")) - self.txt_additionalComments.setHtml(_translate("Dialog", - "\n" - "\n" - "


    ")) - - -if __name__ == "__main__": - import sys - - app = QtWidgets.QApplication(sys.argv) - Dialog = QtWidgets.QDialog() - ui = Ui_Dialog1() - ui.setupUi(Dialog) - Dialog.show() - sys.exit(app.exec_()) diff --git a/gui/ui_template.py b/gui/ui_template.py deleted file mode 100644 index 15fb77551..000000000 --- a/gui/ui_template.py +++ /dev/null @@ -1,2812 +0,0 @@ -from PyQt5 import QtCore, QtGui, QtWidgets -from PyQt5.QtGui import * -from PyQt5.QtWidgets import * -from PyQt5.QtCore import * -from gui.ui_tutorial import Ui_Tutorial -from gui.ui_aboutosdag import Ui_AboutOsdag -from gui.ui_ask_question import Ui_AskQuestion -from texlive.Design_wrapper import init_display as init_display_off_screen -import yaml -import shutil -import time -from update_version_check import Update -import pandas as pd - - - -from Common import * -from utils.common.component import * -from utils.common.Section_Properties_Calculator import * -from .customized_popup import Ui_Popup -# from .ui_summary_popup import Ui_Dialog1 -#from .ui_design_preferences import Ui_Dialog - -from gui.ui_summary_popup import Ui_Dialog1 -from design_report.reportGenerator import save_html -from .ui_OsdagSectionModeller import Ui_OsdagSectionModeller -#from .ui_design_preferences import DesignPreferences -from .UI_DESIGN_PREFERENCE import DesignPreferences -from design_type.connection.shear_connection import ShearConnection -from cad.common_logic import CommonDesignLogic -from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs -from OCC.Core.Interface import Interface_Static_SetCVal -from OCC.Core.IFSelect import IFSelect_RetDone -from OCC.Core.StlAPI import StlAPI_Writer -from OCC.Core import BRepTools -from OCC.Core import IGESControl -from cad.cad3dconnection import cadconnection -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.column_cover_plate import ColumnCoverPlate -from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.seated_angle_connection import SeatedAngleConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.beam_cover_plate import BeamCoverPlate -from design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld -from design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice -from design_type.connection.column_end_plate import ColumnEndPlate -from design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld -from design_type.connection.base_plate_connection import BasePlateConnection -from design_type.tension_member.tension_bolted import Tension_bolted -from design_type.tension_member.tension_welded import Tension_welded -from design_type.connection.beam_column_end_plate import BeamColumnEndPlate -from gusset_connection import GussetConnection -import logging -import subprocess -from get_DPI_scale import scale,height,width -from cad.cad3dconnection import cadconnection -from pynput.mouse import Button, Controller - -class MyTutorials(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Tutorial() - self.ui.setupUi(self) - - -class MyAboutOsdag(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AboutOsdag() - self.ui.setupUi(self) - - -class MyAskQuestion(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AskQuestion() - self.ui.setupUi(self) - - -class DummyThread(QThread): - finished = pyqtSignal() - - def __init__(self, sec, parent): - self.sec = sec - super().__init__(parent=parent) - - def run(self): - time.sleep(self.sec) - self.finished.emit() - - -class Ui_ModuleWindow(QtWidgets.QMainWindow): - resized = QtCore.pyqtSignal() - closed = pyqtSignal() - def __init__(self, main,folder,parent=None): - super(Ui_ModuleWindow, self).__init__(parent=parent) - resolution = QtWidgets.QDesktopWidget().screenGeometry() - width = resolution.width() - height = resolution.height() - self.resize(width*(0.75),height*(0.7)) - self.ui = Window() - self.ui.setupUi(self,main,folder) - #self.showMaximized() - #self.showNormal() - self.resized.connect(self.resize_dockComponents) - - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - def resizeEvent(self, event): - self.resized.emit() - print('event:', event) - return super(Ui_ModuleWindow, self).resizeEvent(event) - - def changeEvent(self, event): - if event.type() == QEvent.WindowStateChange: - if event.oldState() == Qt.WindowNoState or self.windowState() == Qt.WindowMaximized: - print("WindowMaximized") - x = width/2 - y = height/2 - mouse = Controller() - original = mouse.position - mouse.position = (x, y) - mouse.click(Button.left, 1) - mouse.position = original - - def resize_dockComponents(self): - - posi = (3/4)*(self.height()) - - # Input Dock - width = self.ui.inputDock.width() - self.ui.inputDock.resize(width,self.height()) - self.ui.in_widget.resize(width,posi) - - self.ui.btn_Reset.move((width/2)-110,posi+8) - self.ui.btn_Design.move((width/2)+17,posi+8) - #self.ui.btn_Design.move(,posi+10) - - # Output Dock - width = self.ui.outputDock.width() - self.ui.outputDock.resize(width,self.height()) - self.ui.out_widget.resize(width,posi) - self.ui.btn_CreateDesign.move((width/2)-(186/2),posi+8) - self.ui.save_outputDock.move((width/2)-(186/2),posi+52) - - # Designed model - self.ui.splitter.setSizes([0.85 * posi, 0.15 * posi]) - self.ui.modelTab.setFocus() - self.ui.display.FitAll() - - def closeEvent(self, event): - ''' - Closing module window. - ''' - reply = QMessageBox.question(self, 'Message', - "Are you sure you want to quit?", QMessageBox.Yes, QMessageBox.No) - - if reply == QMessageBox.Yes: - logger = logging.getLogger('Osdag') # Remove all the previous handlers - for handler in logger.handlers[:]: - logger.removeHandler(handler) - self.closed.emit() - event.accept() - else: - event.ignore() - -class Window(QMainWindow): - closed = QtCore.pyqtSignal() - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - def open_customized_popup(self, op, KEYEXISTING_CUSTOMIZED, disabled_values=None, note=""): - """ - Function to connect the customized_popup with the ui_template file - on clicking the customized option - """ - - # @author : Amir - - if disabled_values is None: - disabled_values = [] - self.window = QtWidgets.QDialog() - self.ui = Ui_Popup() - self.ui.setupUi(self.window, disabled_values, note) - self.ui.addAvailableItems(op, KEYEXISTING_CUSTOMIZED) - self.window.exec() - return self.ui.get_right_elements() - - def open_summary_popup(self, main): - - if not main.design_button_status: - QMessageBox.warning(self, 'Warning', 'No design created!') - return - - if main.design_status: - from osdagMainSettings import backend_name - off_display, _, _, _ = init_display_off_screen(backend_str=backend_name()) - self.commLogicObj.display = off_display - current_component = self.commLogicObj.component - self.commLogicObj.display_3DModel("Model", "gradient_bg") - off_display.set_bg_gradient_color([255,255,255],[255,255,255]) - off_display.ExportToImage('./ResourceFiles/images/3d.png') - off_display.View_Front() - off_display.FitAll() - off_display.ExportToImage('./ResourceFiles/images/front.png') - off_display.View_Top() - off_display.FitAll() - off_display.ExportToImage('./ResourceFiles/images/top.png') - off_display.View_Right() - off_display.FitAll() - off_display.ExportToImage('./ResourceFiles/images/side.png') - self.commLogicObj.display = self.display - self.commLogicObj.component = current_component - - self.new_window = QtWidgets.QDialog(self) - self.new_ui = Ui_Dialog1(main.design_status,loggermsg=self.textEdit.toPlainText()) - self.new_ui.setupUi(self.new_window, main, self) - self.new_ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.new_window, self.new_ui.lbl_browse)) - self.new_ui.btn_saveProfile.clicked.connect(lambda: self.saveUserProfile(self.new_window)) - self.new_ui.btn_useProfile.clicked.connect(lambda: self.useUserProfile(self.new_window)) - self.new_window.exec() - # self.new_ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.new_ui.lbl_browse)) - # self.new_ui.btn_saveProfile.clicked.connect(self.saveUserProfile) - # self.new_ui.btn_useProfile.clicked.connect(self.useUserProfile) - - def getLogoFilePath(self, window, lblwidget): - - filename, _ = QFileDialog.getOpenFileName(window, "Open Image", os.path.join(str(' '), ''), "InputFiles(*.png *.svg *.jpg)") - - # filename, _ = QFileDialog.getOpenFileName( - # self, 'Open File', " ../../", - # 'Images (*.png *.svg *.jpg)', - # None, QFileDialog.DontUseNativeDialog) - if filename == '': - return False - else: - # base = os.path.basename(str(filename)) - lblwidget.setText(str(filename)) - # base_type = base[-4:] - # self.desired_location(filename, base_type) - - return str(filename) - - def desired_location(self, filename, base_type): - if base_type == ".svg": - cairosvg.svg2png(file_obj=filename, - write_to=os.path.join(str(self.folder), "images_html", "cmpylogoFin.png")) - else: - shutil.copyfile(filename, os.path.join(str(self.folder), "images_html", "cmpylogoFin.png")) - - def saveUserProfile(self, window): - - inputData = self.getPopUpInputs() - filename, _ = QFileDialog.getSaveFileName(window, 'Save Files', - os.path.join(str(self.folder), "Profile"), '*.txt') - if filename == '': - return False - else: - infile = open(filename, 'w') - yaml.dump(inputData, infile) - infile.close() - - def getPopUpInputs(self): - input_summary = {} - input_summary["ProfileSummary"] = {} - input_summary["ProfileSummary"]["CompanyName"] = str(self.new_ui.lineEdit_companyName.text()) - input_summary["ProfileSummary"]["CompanyLogo"] = str(self.new_ui.lbl_browse.text()) - input_summary["ProfileSummary"]["Group/TeamName"] = str(self.new_ui.lineEdit_groupName.text()) - input_summary["ProfileSummary"]["Designer"] = str(self.new_ui.lineEdit_designer.text()) - - # input_summary["ProjectTitle"] = str(self.new_ui.lineEdit_projectTitle.text()) - # input_summary["Subtitle"] = str(self.new_ui.lineEdit_subtitle.text()) - # input_summary["JobNumber"] = str(self.new_ui.lineEdit_jobNumber.text()) - # input_summary["AdditionalComments"] = str(self.new_ui.txt_additionalComments.toPlainText()) - # input_summary["Client"] = str(self.new_ui.lineEdit_client.text()) - - return input_summary - - def useUserProfile(self, window): - - filename, _ = QFileDialog.getOpenFileName(window, 'Open Files', - os.path.join(str(self.folder), "Profile"), - '*.txt') - if os.path.isfile(filename): - outfile = open(filename, 'r') - reportsummary = yaml.safe_load(outfile) - self.new_ui.lineEdit_companyName.setText(reportsummary["ProfileSummary"]['CompanyName']) - self.new_ui.lbl_browse.setText(reportsummary["ProfileSummary"]['CompanyLogo']) - self.new_ui.lineEdit_groupName.setText(reportsummary["ProfileSummary"]['Group/TeamName']) - self.new_ui.lineEdit_designer.setText(reportsummary["ProfileSummary"]['Designer']) - - else: - pass - - def design_examples(self): - root_path = os.path.join('ResourceFiles', 'html_page', '_build', 'html') - for html_file in os.listdir(root_path): - # if html_file.startswith('index'): - print(os.path.splitext(html_file)[1]) - if os.path.splitext(html_file)[1] == '.html': - if sys.platform == ("win32" or "win64"): - os.startfile(os.path.join(root_path, html_file)) - else: - opener ="open" if sys.platform == "darwin" else "xdg-open" - subprocess.call([opener, "%s/%s" % (root_path, html_file)]) - - def get_validator(self, validator): - if validator == 'Int Validator': - return QRegExpValidator(QRegExp("^(0|[1-9]\d*)(\.\d+)?$")) - # return QIntValidator() - elif validator == 'Double Validator': - return QDoubleValidator() - else: - return None - - def start_loadingWindow(self, main, data): - loading_widget = QDialog(self) - window_width = self.width() / 2 - window_height = self.height() / 10 - loading_widget.setFixedSize(window_width, 1.5 * window_height) - loading_widget.setWindowFlag(Qt.FramelessWindowHint) - - self.progress_bar = QProgressBar(loading_widget) - self.progress_bar.setMaximum(100) - self.progress_bar.setGeometry(QRect(0, 0, window_width, window_height / 2)) - loading_label = QLabel(loading_widget) - loading_label.setGeometry(QRect(0, window_height / 2, window_width, window_height)) - loading_label.setFixedSize(window_width, window_height) - loading_label.setAlignment(Qt.AlignCenter) - loading_label.setText("

    Please Wait...

    ") - self.thread_1 = DummyThread(0.00001, self) - self.thread_1.start() - self.thread_2 = DummyThread(0.00001, self) - self.thread_1.finished.connect(lambda: loading_widget.exec()) - self.thread_1.finished.connect(lambda: self.progress_bar.setValue(10)) - self.thread_1.finished.connect(lambda: self.thread_2.start()) - self.thread_2.finished.connect(lambda: self.common_function_for_save_and_design(main, data, "Design")) - self.thread_2.finished.connect(lambda: loading_widget.close()) - - def setupUi(self, MainWindow, main,folder): - #Font is declared here for calculating fontmetrics. This wont assign font to widgets - font = QFont('Helvetica', 9) - self.design_inputs = {} - self.prev_inputs = {} - self.input_dock_inputs = {} - self.design_pref_inputs = {} - self.folder = folder - self.display_mode = 'Normal' - self.display_x = 90 - self.display_y = 90 - self.ui_loaded = False - main.design_status = False - main.design_button_status = False - MainWindow.setObjectName("MainWindow") - - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/Osdag.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - MainWindow.setWindowIcon(icon) - MainWindow.setIconSize(QtCore.QSize(20, 2)) - self.centralwidget = QtWidgets.QWidget(MainWindow) - self.centralwidget.setObjectName("centralwidget") - self.verticalLayout_2 = QtWidgets.QVBoxLayout(self.centralwidget) - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.frame = QtWidgets.QFrame(self.centralwidget) - self.frame.setMinimumSize(QtCore.QSize(0, 28)) - self.frame.setMaximumSize(QtCore.QSize(16777215, 28)) - self.frame.setFrameShape(QtWidgets.QFrame.NoFrame) - self.frame.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame.setObjectName("frame_") - - self.btnInput = QtWidgets.QToolButton(self.frame) - self.btnInput.setGeometry(QtCore.QRect(0, 0, 28, 28)) - self.btnInput.setFocusPolicy(QtCore.Qt.TabFocus) - self.btnInput.setLayoutDirection(QtCore.Qt.LeftToRight) - icon1 = QtGui.QIcon() - icon1.addPixmap(QtGui.QPixmap(":/newPrefix/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnInput.setIcon(icon1) - self.btnInput.setIconSize(QtCore.QSize(18, 18)) - self.btnInput.setObjectName("btnInput") - - self.btnOutput = QtWidgets.QToolButton(self.frame) - self.btnOutput.setGeometry(QtCore.QRect(30, 0, 28, 28)) - self.btnOutput.setFocusPolicy(QtCore.Qt.TabFocus) - #self.pushButton = QtWidgets.QPushButton(self.centralwidget) - #self.pushButton.setGeometry(QtCore.QRect(440, 412, 111, 51)) - #self.pushButton.setObjectName("pushButton") - icon2 = QtGui.QIcon() - icon2.addPixmap(QtGui.QPixmap(":/newPrefix/images/output.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnOutput.setIcon(icon2) - self.btnOutput.setIconSize(QtCore.QSize(18, 18)) - self.btnOutput.setObjectName("btnOutput") - - self.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.inputDock)) - self.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.outputDock)) - - self.btnTop = QtWidgets.QToolButton(self.frame) - self.btnTop.setGeometry(QtCore.QRect(160, 0, 28, 28)) - self.btnTop.setFocusPolicy(QtCore.Qt.TabFocus) - icon3 = QtGui.QIcon() - icon3.addPixmap(QtGui.QPixmap(":/newPrefix/images/X-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnTop.setIcon(icon3) - self.btnTop.setIconSize(QtCore.QSize(22, 22)) - self.btnTop.setObjectName("btnTop") - self.btnFront = QtWidgets.QToolButton(self.frame) - self.btnFront.setGeometry(QtCore.QRect(100, 0, 28, 28)) - self.btnFront.setFocusPolicy(QtCore.Qt.TabFocus) - icon4 = QtGui.QIcon() - icon4.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-X.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnFront.setIcon(icon4) - self.btnFront.setIconSize(QtCore.QSize(22, 22)) - self.btnFront.setObjectName("btnFront") - self.btnSide = QtWidgets.QToolButton(self.frame) - self.btnSide.setGeometry(QtCore.QRect(130, 0, 28, 28)) - self.btnSide.setFocusPolicy(QtCore.Qt.TabFocus) - icon5 = QtGui.QIcon() - icon5.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnSide.setIcon(icon5) - self.btnSide.setIconSize(QtCore.QSize(22, 22)) - self.btnSide.setObjectName("btnSide") - """ - To get 3d component checkbox details from modules - """ - i = 0 - for component in main.get_3d_components(main): - checkBox = QtWidgets.QCheckBox(self.frame) - checkBox.setGeometry(QtCore.QRect(230 + i, 0, 110, 29)) - checkBox.setFocusPolicy(QtCore.Qt.TabFocus) - checkBox.setObjectName(component[0]) - checkBox.setText(component[0]) - checkBox.setDisabled(True) - function_name = component[1] - self.chkbox_connect(main, checkBox, function_name) - checkBox.resize(checkBox.sizeHint()) - i += (checkBox.sizeHint().width() + 5) - - self.verticalLayout_2.addWidget(self.frame) - self.splitter = QtWidgets.QSplitter(self.centralwidget) - self.splitter.setOrientation(QtCore.Qt.Vertical) - self.splitter.setObjectName("splitter") - # self.frame_2 = QtWidgets.QFrame(self.splitter) - # self.frame_2.setMinimumSize(QtCore.QSize(0, 100)) - # self.frame_2.setFrameShape(QtWidgets.QFrame.Box) - # self.frame_2.setFrameShadow(QtWidgets.QFrame.Raised) - # #self.frame_2.setLineWidth(1) - # #self.frame_2.setMidLineWidth(1) - # self.frame_2.setObjectName("frame_2") - # self.verticalLayout = QtWidgets.QVBoxLayout(self.frame_2) - # self.verticalLayout.setContentsMargins(1, 1, 1, 1) - # self.verticalLayout.setObjectName("verticalLayout") - self.mytabWidget = QtWidgets.QTabWidget(self.splitter) - self.mytabWidget.setMinimumSize(QtCore.QSize(0, 450)) - self.mytabWidget.setFocusPolicy(QtCore.Qt.NoFocus) - self.mytabWidget.setStyleSheet("QTabBar::tab { height: 75px; width: 1px; }") - self.mytabWidget.setTabPosition(QtWidgets.QTabWidget.East) - self.mytabWidget.setObjectName("mytabWidget") - # self.verticalLayout.addWidget(self.mytabWidget) - self.textEdit = QtWidgets.QTextEdit(self.splitter) - # self.textEdit.setMinimumSize(QtCore.QSize(0, 125)) - # self.textEdit.setMaximumSize(QtCore.QSize(16777215, 16777215)) - self.textEdit.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOn) - self.textEdit.setReadOnly(True) - self.textEdit.setOverwriteMode(True) - self.textEdit.setObjectName("textEdit") - - self.mytabWidget.setMinimumSize(0, 0) - self.textEdit.setMinimumSize(0, 0) - self.splitter.addWidget(self.mytabWidget) - self.splitter.addWidget(self.textEdit) - self.splitter.setStretchFactor(1, 1) - - main.set_osdaglogger(self.textEdit) - # self.textEdit.setStyleSheet("QTextEdit {color:red}") - self.verticalLayout_2.addWidget(self.splitter) - MainWindow.setCentralWidget(self.centralwidget) - self.menubar = QtWidgets.QMenuBar(MainWindow) - self.menubar.setGeometry(QtCore.QRect(0, 0, 1328, 21)) - self.menubar.setStyleSheet("") - self.menubar.setNativeMenuBar(False) - self.menubar.setObjectName("menubar") - self.menuFile = QtWidgets.QMenu(self.menubar) - - self.menuFile.setObjectName("menuFile") - self.menuEdit = QtWidgets.QMenu(self.menubar) - - self.menuEdit.setObjectName("menuEdit") - self.menuView = QtWidgets.QMenu(self.menubar) - - self.menuView.setObjectName("menuView") - self.menuHelp = QtWidgets.QMenu(self.menubar) - - self.menuHelp.setObjectName("menuHelp") - self.menuGraphics = QtWidgets.QMenu(self.menubar) - - self.menuGraphics.setObjectName("menuGraphics") - self.menuDB = QtWidgets.QMenu(self.menubar) - - self.menuDB.setObjectName("menuDB") - MainWindow.setMenuBar(self.menubar) - - #################################################################### - # INPUT DOCK - ##################################################################### - # @author : Umair - - self.inputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.inputDock.sizePolicy().hasHeightForWidth()) - #self.inputDock.setSizePolicy(sizePolicy) - #self.inputDock.setMinimumSize(QtCore.QSize(320, 710)) - #self.inputDock.setMaximumSize(QtCore.QSize(310, 710)) - #self.inputDock.setBaseSize(QtCore.QSize(310, 710)) - #self.inputDock.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - - self.inputDock.setFloating(False) - self.inputDock.setFeatures(QtWidgets.QDockWidget.AllDockWidgetFeatures) - self.inputDock.setObjectName("inputDock") - self.dockWidgetContents = QtWidgets.QWidget() - self.dockWidgetContents.setObjectName("dockWidgetContents") - - # palette = QtGui.QPalette() - # brush = QtGui.QBrush(QtGui.QColor(0, 0, 127)) - # brush.setStyle(QtCore.Qt.SolidPattern) - # palette.setBrush(QtGui.QPalette.Active, QtGui.QPalette.Link, brush) - # brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - # brush.setStyle(QtCore.Qt.SolidPattern) - # palette.setBrush(QtGui.QPalette.Inactive, QtGui.QPalette.Link, brush) - # brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - # brush.setStyle(QtCore.Qt.SolidPattern) - # palette.setBrush(QtGui.QPalette.Disabled, QtGui.QPalette.Link, brush) - - self.in_widget = QtWidgets.QWidget(self.dockWidgetContents) - #sself.in_widget.setGeometry(QtCore.QRect(0, 0, 325, 600)) - in_layout1 = QtWidgets.QVBoxLayout(self.in_widget) - in_scroll = QScrollArea(self.in_widget) - in_layout1.addWidget(in_scroll) - in_scroll.setWidgetResizable(True) - in_scrollcontent = QtWidgets.QWidget(in_scroll) - in_layout2 = QtWidgets.QGridLayout(in_scrollcontent) - in_scrollcontent.setLayout(in_layout2) - #in_scroll.horizontalScrollBar().hide() - in_scroll.setHorizontalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOff) - in_scroll.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - - input_dp_conn_list = main.input_dictionary_without_design_pref(main) - input_dp_conn_list = [i[0] for i in input_dp_conn_list if i[2] == "Input Dock"] - print(input_dp_conn_list) - - """ - This routine takes the returned list from input_values function of corresponding module - and creates the specified QT widgets, [Ref input_values function is any module for details] - """ - option_list = main.input_values(self) - _translate = QtCore.QCoreApplication.translate - - i = 0 - j = 1 - maxi_width_left, maxi_width_right = -1, -1 - for option in option_list: - lable = option[1] - type = option[2] - if type not in [TYPE_TITLE, TYPE_IMAGE, TYPE_MODULE, TYPE_IMAGE_COMPRESSION]: - l = QtWidgets.QLabel(self.dockWidgetContents) - l.setObjectName(option[0] + "_label") - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - #l.setFixedSize(l.size()) - in_layout2.addWidget(l, j, 1, 1, 1) - metrices = QtGui.QFontMetrics(font) - if type not in [TYPE_TEXTBOX, '']: - maxi_width_left = max(maxi_width_left, metrices.boundingRect(lable).width() + 8) - - if type == TYPE_COMBOBOX or type == TYPE_COMBOBOX_CUSTOMIZED: - combo = QtWidgets.QComboBox(self.dockWidgetContents) - #combo.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - combo.view().setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - combo.setStyleSheet("QComboBox { combobox-popup: 0; }") - combo.setMaxVisibleItems(5) - combo.setObjectName(option[0]) - # combo.setFixedSize(combo.sizeHint().width(), combo.sizeHint().height()) - # combo.setSizePolicy(sizePolicy) - if option[0] in input_dp_conn_list: - self.input_dp_connection(combo) - metrices = QtGui.QFontMetrics(font) - item_width = 10 - # max_width="" - # count = 0 - for item in option[3]: - - combo.addItem(item) - # if count ==0: - # max_width = item - # count+=1 - # else: - # pass - # if len(item)>=len(max_width): - # max_width = item - # else: - # pass - - item_width = max(item_width, metrices.boundingRect(item).width()) - # print(metrices.boundingRect(item).width(), "item 1") - # print(len(item),"item") - # print(len(max_width),"max") - # item_width = max(item_width,metrices.boundingRect(max_width).width()) - # print(metrices.boundingRect(max_width).width(), "max1") - in_layout2.addWidget(combo, j, 2, 1, 1) - - if lable == 'Material': - combo.setCurrentIndex(1) - maxi_width_right = max(maxi_width_right+8, item_width) - combo.view().setMinimumWidth(item_width + 25) - - if len(option) == 7: - for disabled in option[6]: - combo.model().item(disabled).setEnabled(False) - - if type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(self.dockWidgetContents) - r.setObjectName(option[0]) - if option[0] in input_dp_conn_list: - self.input_dp_connection(r) - r.setEnabled(True if option[4] else False) - if option[5] != 'No Validator': - r.setValidator(self.get_validator(option[5])) - in_layout2.addWidget(r, j, 2, 1, 1) - - if type == TYPE_MODULE: - _translate = QtCore.QCoreApplication.translate - MainWindow.setWindowTitle(_translate("MainWindow", option[1])) - i = i - 30 - module = lable - j = j - 1 - - if type == TYPE_NOTE: - l = QtWidgets.QLineEdit(self.dockWidgetContents) - l.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - l.setAlignment(Qt.AlignHCenter) - l.setObjectName(option[0] + "_note") - # l.setText(_translate("MainWindow", "

    " + option[4] + "

    ")) - l.setText(option[3]) - l.setReadOnly(True) - l.setFixedSize(l.size()) - in_layout2.addWidget(l, j, 2, 1, 1) - - if type == TYPE_IMAGE: - im = QtWidgets.QLabel(self.dockWidgetContents) - im.setGeometry(QtCore.QRect(190, 10 + i, 100, 100)) - im.setObjectName(option[0]) - im.setScaledContents(True) - pixmap = QPixmap(option[3]) - im.setPixmap(pixmap) - i = i + 30 - im.setFixedSize(im.size()) - in_layout2.addWidget(im, j, 2, 1, 1) - - if type == TYPE_IMAGE_COMPRESSION: - imc = QtWidgets.QLabel(self.dockWidgetContents) - imc.setGeometry(QtCore.QRect(130, 10 + i, 160, 150)) - imc.setObjectName(option[0]) - imc.setScaledContents(True) - pixmapc = QPixmap(option[3]) - imc.setPixmap(pixmapc) - i = i + 30 - imc.setFixedSize(imc.size()) - in_layout2.addWidget(imc, j, 2, 1, 1) - if type == TYPE_TITLE: - q = QtWidgets.QLabel(self.dockWidgetContents) - q.setObjectName("_title") - q.setText(_translate("MainWindow", - "

    " + lable + "

    ")) - q.setFixedSize(q.sizeHint().width(), q.sizeHint().height()) - in_layout2.addWidget(q, j, 1, 2, 2) - j = j + 1 - - i = i + 30 - j = j + 1 - in_layout2.setRowStretch(j+1, 10) - in_scroll.setWidget(in_scrollcontent) - - maxi_width = maxi_width_left + maxi_width_right - in_scrollcontent.setMinimumSize(maxi_width,in_scrollcontent.sizeHint().height()) - maxi_width += 200 - maxi_width = max(maxi_width, scale*350) # In case there is no widget - self.inputDock.setFixedWidth(maxi_width) - self.in_widget.setFixedWidth( maxi_width) - for option in option_list: - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, option[0]) - - if option[0] in RED_LIST: - red_list_set = set(red_list_function()) - current_list_set = set(option[3]) - current_red_list = list(current_list_set.intersection(red_list_set)) - - for value in current_red_list: - indx = option[3].index(str(value)) - key.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - - ############################### - # Customized option in Combobox - ############################### - # @author: Amir - """ - This routine takes both customized_input list and input_value_changed list. - Customized input list is the list displayed in popup, when "Customized" option is clicked. - input_value_Changed is the list of keys whose values depend on values of other keys in input dock. - The function which returns customized_input values takes no arguments. - But if a key is common in both customized input and input value changed, it takes argument as specified in - input value changed. - Here, on_change_key_popup gives list of keys which are common in both and needs an input argument. - Since, we don't know how may customized popups can be used in a module we have provided, - "triggered.connect" for up to 10 customized popups - """ - - new_list = main.customized_input(main) - updated_list = main.input_value_changed(main) - data = {} - - d = {} - if new_list != []: - for t in new_list: - Combobox_key = t[0] - disabled_values = [] - if len(t) == 4: - disabled_values = t[2] - d[Combobox_key] = self.dockWidgetContents.findChild(QtWidgets.QWidget, t[0]) - if updated_list != None: - onchange_key_popup = [item for item in updated_list if item[1] == t[0] and item[2] == TYPE_COMBOBOX_CUSTOMIZED] - arg_list = [] - if onchange_key_popup != []: - for change_key in onchange_key_popup[0][0]: - print(change_key) - arg_list.append(self.dockWidgetContents.findChild(QtWidgets.QWidget, change_key).currentText()) - data[t[0] + "_customized"] = [all_values_available for all_values_available in - t[1](arg_list) if all_values_available not in disabled_values] - else: - data[t[0] + "_customized"] = [all_values_available for all_values_available in t[1]() - if all_values_available not in disabled_values] - else: - data[t[0] + "_customized"] = [all_values_available for all_values_available in t[1]() - if all_values_available not in disabled_values] - try: - d.get(new_list[0][0]).activated.connect(lambda: self.popup(d.get(new_list[0][0]), new_list,updated_list,data)) - d.get(new_list[1][0]).activated.connect(lambda: self.popup(d.get(new_list[1][0]), new_list,updated_list,data)) - d.get(new_list[2][0]).activated.connect(lambda: self.popup(d.get(new_list[2][0]), new_list,updated_list,data)) - d.get(new_list[3][0]).activated.connect(lambda: self.popup(d.get(new_list[3][0]), new_list,updated_list,data)) - d.get(new_list[4][0]).activated.connect(lambda: self.popup(d.get(new_list[4][0]), new_list,updated_list,data)) - d.get(new_list[5][0]).activated.connect(lambda: self.popup(d.get(new_list[5][0]), new_list,updated_list,data)) - d.get(new_list[6][0]).activated.connect(lambda: self.popup(d.get(new_list[6][0]), new_list,updated_list,data)) - d.get(new_list[7][0]).activated.connect(lambda: self.popup(d.get(new_list[7][0]), new_list,updated_list,data)) - d.get(new_list[8][0]).activated.connect(lambda: self.popup(d.get(new_list[8][0]), new_list,updated_list,data)) - d.get(new_list[9][0]).activated.connect(lambda: self.popup(d.get(new_list[9][0]), new_list,updated_list,data)) - d.get(new_list[10][0]).activated.connect(lambda: self.popup(d.get(new_list[10][0]), new_list,updated_list,data)) - except IndexError: - pass - - # Change in Ui based on Connectivity selection - ############################################## - """ This routine is for "on change" feature. When ever base key is changed all their corresponding - on_change keys should change. input_value_changed written for each module gives this information in form of list - of tuples [ref input_value_Changed in any module for detailed description]""" - if updated_list is None: - pass - else: - for t in updated_list: - for key_name in t[0]: - key_changed = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - self.on_change_connect(key_changed, updated_list, data, main) - - self.btn_Reset = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Reset.setGeometry(QtCore.QRect((maxi_width/2)-110, 650, 100, 35)) - self.btn_Reset.setAutoDefault(True) - self.btn_Reset.setObjectName("btn_Reset") - - self.btn_Design = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Design.setGeometry(QtCore.QRect((maxi_width/2)+10, 650, 100, 35)) - self.btn_Design.setAutoDefault(True) - self.btn_Design.setObjectName("btn_Design") - self.inputDock.setWidget(self.dockWidgetContents) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(1), self.inputDock) - - ############################################## - # OUTPUT DOCK - ############################################## - """ - - @author: Umair - - """ - out_list = main.output_values(main, False) - self.outputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputDock.sizePolicy().hasHeightForWidth()) - self.outputDock.setSizePolicy(sizePolicy) - self.outputDock.setObjectName("outputDock") - - self.dockWidgetContents_out = QtWidgets.QWidget() - self.dockWidgetContents_out.setObjectName("dockWidgetContents_out") - - self.out_widget = QtWidgets.QWidget(self.dockWidgetContents_out) - #self.out_widget.setGeometry(QtCore.QRect(0, 0, 400, 600)) - out_layout1 = QtWidgets.QVBoxLayout(self.out_widget) - out_scroll = QScrollArea(self.out_widget) - out_layout1.addWidget(out_scroll) - out_scroll.setWidgetResizable(True) - out_scroll.horizontalScrollBar().hide() - out_scrollcontent = QtWidgets.QWidget(out_scroll) - out_layout2 = QtWidgets.QGridLayout(out_scrollcontent) - out_scrollcontent.setLayout(out_layout2) - #out_scroll.horizontalScrollBar().hide() - _translate = QtCore.QCoreApplication.translate - - """ - This routine takes the inputs from output_values function from the corresponding module file - and create specified QT widgets - """ - - i = 0 - j = 1 - button_list = [] - maxi_width_left, maxi_width_right = -1, -1 - self.output_title_fields = {} - key = None - current_key = None - fields = 0 - title_repeat = 1 - for option in out_list: - lable = option[1] - output_type = option[2] - if output_type not in [TYPE_TITLE, TYPE_IMAGE, TYPE_MODULE]: - l = QtWidgets.QLabel(self.dockWidgetContents_out) - l.setObjectName(option[0] + "_label") - l.resize(l.sizeHint().width(), l.sizeHint().height()) - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - out_layout2.addWidget(l, j, 1, 1, 1) - l.setVisible(True if option[4] else False) - metrices = QtGui.QFontMetrics(font) - maxi_width_left = max(metrices.boundingRect(lable).width() + 8, maxi_width_left) - #l.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - # if option[0] == KEY_OUT_ANCHOR_BOLT_TENSION and module == KEY_DISP_BASE_PLATE: - # l.setVisible(False) - - if output_type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(self.dockWidgetContents_out) - r.setObjectName(option[0]) - r.setReadOnly(True) - out_layout2.addWidget(r, j, 2, 1, 1) - r.setVisible(True if option[4] else False) - fields += 1 - self.output_title_fields[current_key][1] = fields - maxi_width_right = max(maxi_width_right, 100) # predefined minimum width of 110 for textboxes - - if output_type == TYPE_OUT_BUTTON: - v = option[3] - b = QtWidgets.QPushButton(self.dockWidgetContents_out) - b.setObjectName(option[0]) - #b.setFixedSize(b.size()) - b.resize(b.sizeHint().width(), b.sizeHint().height()+100) - b.setText(v[0]) - b.setDisabled(True) - b.setVisible(True if option[4] else False) - fields += 1 - self.output_title_fields[current_key][1] = fields - #b.setFixedSize(b.size()) - button_list.append(option) - out_layout2.addWidget(b, j, 2, 1, 1) - maxi_width_right = max(maxi_width_right, b.sizeHint().width()) - #b.clicked.connect(lambda: self.output_button_dialog(main, out_list)) - - if output_type == TYPE_TITLE: - key = lable - - q = QtWidgets.QLabel(self.dockWidgetContents_out) - q.setObjectName("_title") - q.setVisible(True if option[4] else False) - #q.setFixedSize(q.size()) - q.setText(_translate("MainWindow", - "

    " + lable + "

    ")) - q.resize(q.sizeHint().width(), q.sizeHint().height()) - # q.setVisible(True if option[4] else False) - if key: - fields = 0 - current_key = key - if key in self.output_title_fields.keys(): - self.output_title_fields.update({key+str(title_repeat): [q, fields]}) - title_repeat +=1 - else: - self.output_title_fields.update({key: [q, fields]}) - out_layout2.addWidget(q, j, 1, 2, 2) - j = j + 1 - i = i + 30 - j = j + 1 - out_layout2.setRowStretch(j+1, 10) - out_scroll.setWidget(out_scrollcontent) - maxi_width = maxi_width_left + maxi_width_right - - maxi_width += 80 # +73 coz of whitespaces - maxi_width = max(maxi_width, scale*350) # in case no widget - out_scroll.setHorizontalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOff) - out_scroll.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - - self.outputDock.setFixedWidth(maxi_width) - self.out_widget.setFixedWidth(maxi_width) - self.outputDock.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - self.out_widget.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - - if button_list: - for button_key in button_list: - button = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, button_key[0]) - self.output_button_connect(main, button_list, button) - - """ UI code for other output dock widgets like create design report button etc.""" - self.outputDock.setWidget(self.dockWidgetContents_out) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(2), self.outputDock) - self.btn_CreateDesign = QtWidgets.QPushButton(self.dockWidgetContents_out) - self.save_outputDock = QtWidgets.QPushButton(self.dockWidgetContents_out) - - self.btn_CreateDesign.setFixedSize(185, 35) - self.save_outputDock.setFixedSize(185, 35) - self.btn_CreateDesign.setAutoDefault(True) - self.btn_CreateDesign.setObjectName("btn_CreateDesign") - self.save_outputDock.setObjectName("save_outputDock") - self.save_outputDock.setText("Save Output") - self.save_outputDock.clicked.connect(self.save_output_to_csv(main)) - self.btn_CreateDesign.clicked.connect(lambda: self.open_summary_popup(main)) - - ################################## - # Menu UI - ################################## - self.actionInput = QtWidgets.QAction(MainWindow) - icon7 = QtGui.QIcon() - icon7.addPixmap(QtGui.QPixmap(":/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInput.setIcon(icon7) - self.actionInput.setObjectName("actionInput") - self.actionInputwindow = QtWidgets.QAction(MainWindow) - icon8 = QtGui.QIcon() - icon8.addPixmap(QtGui.QPixmap(":/images/inputview.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInputwindow.setIcon(icon8) - self.actionInputwindow.setObjectName("actionInputwindow") - self.actionNew = QtWidgets.QAction(MainWindow) - self.actionNew.setObjectName("actionNew") - self.action_load_input = QtWidgets.QAction(MainWindow) - self.action_load_input.setObjectName("action_load_input") - self.action_save_input = QtWidgets.QAction(MainWindow) - self.action_save_input.setObjectName("action_save_input") - self.actionSave_As = QtWidgets.QAction(MainWindow) - self.actionSave_As.setObjectName("actionSave_As") - self.actionPrint = QtWidgets.QAction(MainWindow) - self.actionPrint.setObjectName("actionPrint") - self.actionCut = QtWidgets.QAction(MainWindow) - self.actionCut.setObjectName("actionCut") - self.actionCopy = QtWidgets.QAction(MainWindow) - self.actionCopy.setObjectName("actionCopy") - self.actionPaste = QtWidgets.QAction(MainWindow) - self.actionPaste.setObjectName("actionPaste") - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser.setObjectName("actionInput_Browser") - self.actionOutput_Browser = QtWidgets.QAction(MainWindow) - self.actionOutput_Browser.setObjectName("actionOutput_Browser") - self.actionAbout_Osdag = QtWidgets.QAction(MainWindow) - self.actionAbout_Osdag.setObjectName("actionAbout_Osdag") - self.actionBeam = QtWidgets.QAction(MainWindow) - self.actionBeam.setObjectName("actionBeam") - self.actionColumn = QtWidgets.QAction(MainWindow) - self.actionColumn.setObjectName("actionColumn") - self.actionFinplate = QtWidgets.QAction(MainWindow) - self.actionFinplate.setObjectName("actionFinplate") - self.actionBolt = QtWidgets.QAction(MainWindow) - self.actionBolt.setObjectName("actionBolt") - self.action2D_view = QtWidgets.QAction(MainWindow) - self.action2D_view.setObjectName("action2D_view") - self.actionZoom_in = QtWidgets.QAction(MainWindow) - self.actionZoom_in.setObjectName("actionZoom_in") - self.actionZoom_out = QtWidgets.QAction(MainWindow) - self.actionZoom_out.setObjectName("actionZoom_out") - self.actionPan = QtWidgets.QAction(MainWindow) - self.actionPan.setObjectName("actionPan") - self.actionRotate_3D_model = QtWidgets.QAction(MainWindow) - self.actionRotate_3D_model.setObjectName("actionRotate_3D_model") - self.submenuDownload_db = QtWidgets.QMenu(MainWindow) - self.submenuDownload_db.setObjectName("submenuDownload_db") - self.actionDownload_column = QtWidgets.QAction(MainWindow) - self.actionDownload_column.setObjectName("actionDownload_column") - self.actionDownload_beam = QtWidgets.QAction(MainWindow) - self.actionDownload_beam.setObjectName("actionDownload_beam") - self.actionDownload_channel = QtWidgets.QAction(MainWindow) - self.actionDownload_channel.setObjectName("actionDownload_channel") - self.actionDownload_angle = QtWidgets.QAction(MainWindow) - self.actionDownload_angle.setObjectName("actionDownload_angle") - self.actionReset_db = QtWidgets.QAction(MainWindow) - self.actionReset_db.setObjectName("actionReset_db") - self.actionView_2D_on_XY = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_XY.setObjectName("actionView_2D_on_XY") - self.actionView_2D_on_YZ = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_YZ.setObjectName("actionView_2D_on_YZ") - self.actionView_2D_on_ZX = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_ZX.setObjectName("actionView_2D_on_ZX") - self.actionModel = QtWidgets.QAction(MainWindow) - self.actionModel.setObjectName("actionModel") - self.actionSave_3D_model = QtWidgets.QAction(MainWindow) - self.actionSave_3D_model.setObjectName("actionSave_3D_model") - self.actionSave_current_image = QtWidgets.QAction(MainWindow) - self.actionSave_current_image.setObjectName("actionSave_current_image") - self.actionSave_log_messages = QtWidgets.QAction(MainWindow) - self.actionSave_log_messages.setObjectName("actionSave_log_messages") - self.actionCreate_design_report = QtWidgets.QAction(MainWindow) - self.actionCreate_design_report.setObjectName("actionCreate_design_report") - self.actionQuit_fin_plate_design = QtWidgets.QAction(MainWindow) - self.actionQuit_fin_plate_design.setObjectName("actionQuit_fin_plate_design") - self.actionSave_Front_View = QtWidgets.QAction(MainWindow) - self.actionSave_Front_View.setObjectName("actionSave_Front_View") - self.actionSave_Top_View = QtWidgets.QAction(MainWindow) - self.actionSave_Top_View.setObjectName("actionSave_Top_View") - self.actionSave_Side_View = QtWidgets.QAction(MainWindow) - self.actionSave_Side_View.setObjectName("actionSave_Side_View") - self.actionChange_bg_color = QtWidgets.QAction(MainWindow) - self.actionChange_bg_color.setObjectName("actionChange_bg_color") - - self.menugraphics_component_list = [] - """ - This routine take the list of separate 3D components checkboxes to be displayed in the ribbon from - the corresponding module file - """ - for component in main.get_3d_components(main): - actionShow_component = QtWidgets.QAction(MainWindow) - - actionShow_component.setObjectName(component[0]) - actionShow_component.setText(component[0]) - actionShow_component.setEnabled(False) - self.action_connect(main, actionShow_component, component[1]) - self.menugraphics_component_list.append(actionShow_component) - - self.actionChange_background = QtWidgets.QAction(MainWindow) - - self.actionChange_background.setObjectName("actionChange_background") - # self.actionShow_all = QtWidgets.QAction(MainWindow) - # self.actionShow_all.setObjectName("actionShow_all") - self.actionDesign_examples = QtWidgets.QAction(MainWindow) - self.actionDesign_examples.setObjectName("actionDesign_examples") - self.actionSample_Problems = QtWidgets.QAction(MainWindow) - self.actionSample_Problems.setObjectName("actionSample_Problems") - self.actionSample_Tutorials = QtWidgets.QAction(MainWindow) - self.actionSample_Tutorials.setObjectName("actionSample_Tutorials") - self.actionAbout_Osdag_2 = QtWidgets.QAction(MainWindow) - self.actionAbout_Osdag_2.setObjectName("actionAbout_Osdag_2") - self.actionOsdag_Manual = QtWidgets.QAction(MainWindow) - self.actionOsdag_Manual.setObjectName("actionOsdag_Manual") - self.actionAsk_Us_a_Question = QtWidgets.QAction(MainWindow) - self.actionAsk_Us_a_Question.setObjectName("actionAsk_Us_a_Question") - self.check_for_update=QtWidgets.QAction(MainWindow) - self.check_for_update.setObjectName("check_for_update") - self.actionFAQ = QtWidgets.QAction(MainWindow) - self.actionFAQ.setObjectName("actionFAQ") - - - self.actionDesign_Preferences = QtWidgets.QAction(MainWindow) - - self.actionDesign_Preferences.setObjectName("actionDesign_Preferences") - self.actionDesign_Preferences.triggered.connect(lambda: self.common_function_for_save_and_design(main, data, "Design_Pref")) - self.actionDesign_Preferences.triggered.connect(lambda: self.combined_design_prefer(data,main)) - self.actionDesign_Preferences.triggered.connect(self.design_preferences) - self.designPrefDialog = DesignPreferences(main, self, input_dictionary=self.input_dock_inputs) - self.actionOsdagSectionModeller=QtWidgets.QAction(MainWindow) - self.actionOsdagSectionModeller.setObjectName("actionDesign_Preferences") - self.actionOsdagSectionModeller.triggered.connect(self.osdag_section_modeller) - # self.designPrefDialog.rejected.connect(lambda: self.design_preferences('rejected')) - self.actionfinPlate_quit = QtWidgets.QAction(MainWindow) - self.actionfinPlate_quit.setObjectName("actionfinPlate_quit") - self.actio_load_input = QtWidgets.QAction(MainWindow) - self.actio_load_input.setObjectName("actio_load_input") - self.menuFile.addAction(self.action_load_input) - self.menuFile.addSeparator() - self.menuFile.addAction(self.action_save_input) - self.menuFile.addAction(self.actionSave_log_messages) - self.menuFile.addAction(self.actionCreate_design_report) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_3D_model) - self.menuFile.addAction(self.actionSave_current_image) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_Front_View) - self.menuFile.addAction(self.actionSave_Top_View) - self.menuFile.addAction(self.actionSave_Side_View) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionfinPlate_quit) - # self.menuEdit.addAction(self.actionCut) - # self.menuEdit.addAction(self.actionCopy) - # self.menuEdit.addAction(self.actionPaste) - self.menuEdit.addAction(self.actionDesign_Preferences) - # self.menuEdit.addAction(self.actionOsdagSectionModeller) - # self.menuView.addAction(self.actionEnlarge_font_size) - # self.menuView.addSeparator() - self.menuHelp.addAction(self.actionSample_Tutorials) - self.menuHelp.addAction(self.actionDesign_examples) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.actionAsk_Us_a_Question) - self.menuHelp.addAction(self.actionAbout_Osdag_2) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.check_for_update) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionZoom_in) - self.menuGraphics.addAction(self.actionZoom_out) - self.menuGraphics.addAction(self.actionPan) - self.menuGraphics.addAction(self.actionRotate_3D_model) - self.menuGraphics.addSeparator() - # self.menuGraphics.addAction(self.actionShow_beam) - # self.menuGraphics.addAction(self.actionShow_column) - # self.menuGraphics.addAction(self.actionShow_finplate) - # self.menuGraphics.addAction(self.actionShow_all) - for action in self.menugraphics_component_list: - self.menuGraphics.addAction(action) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionChange_background) - self.menuDB.addMenu(self.submenuDownload_db) - self.submenuDownload_db.addAction(self.actionDownload_column) - self.submenuDownload_db.addAction(self.actionDownload_beam) - self.submenuDownload_db.addAction(self.actionDownload_angle) - self.submenuDownload_db.addAction(self.actionDownload_channel) - self.menuDB.addSeparator() - self.menuDB.addAction(self.actionReset_db) - self.menubar.addAction(self.menuFile.menuAction()) - self.menubar.addAction(self.menuEdit.menuAction()) - # self.menubar.addAction(self.menuView.menuAction()) - self.menubar.addAction(self.menuGraphics.menuAction()) - self.menubar.addAction(self.menuDB.menuAction()) - self.menubar.addAction(self.menuHelp.menuAction()) - - self.retranslateUi() - self.mytabWidget.setCurrentIndex(-1) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - self.action_save_input.triggered.connect(lambda: self.common_function_for_save_and_design(main, data, "Save")) - # To disable loading window comment below line and uncomment line below that - self.btn_Design.clicked.connect(lambda: self.start_loadingWindow(main, data)) - # self.btn_Design.clicked.connect(lambda: self.common_function_for_save_and_design(main, data, "Design")) - self.action_load_input.triggered.connect(lambda: self.loadDesign_inputs(option_list, data, new_list, main)) - self.btn_Reset.clicked.connect(lambda: self.reset_fn(option_list, out_list, new_list, data)) - self.actionChange_background.triggered.connect(self.showColorDialog) - self.actionSave_3D_model.triggered.connect(lambda: self.save3DcadImages(main)) - self.actionSave_current_image.triggered.connect(lambda: self.save_cadImages(main)) - self.actionCreate_design_report.triggered.connect(lambda:self.open_summary_popup(main)) - - self.check_for_update.triggered.connect(lambda: self.notification()) - self.actionZoom_out.triggered.connect(lambda: self.display.ZoomFactor(1/1.1)) - self.actionZoom_in.triggered.connect(lambda: self.display.ZoomFactor(1.1)) - self.actionPan.triggered.connect(lambda: self.assign_display_mode(mode="pan")) - self.actionRotate_3D_model.triggered.connect(lambda: self.assign_display_mode(mode="rotate")) - self.actionDownload_column.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Columns")) - self.actionDownload_beam.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Beams")) - self.actionDownload_channel.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Channels")) - self.actionDownload_angle.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Angles")) - self.actionReset_db.triggered.connect(self.database_reset) - self.actionSample_Tutorials.triggered.connect(lambda: MyTutorials(self).exec()) - self.actionAbout_Osdag_2.triggered.connect(lambda: MyAboutOsdag(self).exec()) - self.actionAsk_Us_a_Question.triggered.connect(lambda: MyAskQuestion(self).exec()) - self.actionDesign_examples.triggered.connect(self.design_examples) - - self.actionSave_Top_View.triggered.connect(lambda: self.display.View_Top()) - self.actionSave_Front_View.triggered.connect(lambda: self.display.View_Front()) - self.actionSave_Side_View.triggered.connect(lambda: self.display.View_Right()) - - # self.actionSave_Top_View.triggered.connect(lambda:self.commLogicObj.display_msg()) - # self.actionSave_Front_View.triggered.connect(lambda: self.commLogicObj.display_msg()) - # self.actionSave_Side_View.triggered.connect(lambda: self.commLogicObj.display_msg()) - - self.btnTop.clicked.connect(lambda: self.display.View_Top()) - self.btnFront.clicked.connect(lambda: self.display.View_Front()) - self.btnSide.clicked.connect(lambda: self.display.View_Right()) - - - # self.btnTop.clicked.connect(lambda: self.commLogicObj.display_msg()) - # self.btnFront.clicked.connect(lambda: self.commLogicObj.display_msg()) - # self.btnSide.clicked.connect(lambda: self.commLogicObj.display_msg()) - - self.actionSave_Top_View.triggered.connect(lambda: self.display.FitAll()) - self.actionSave_Front_View.triggered.connect(lambda: self.display.FitAll()) - self.actionSave_Side_View.triggered.connect(lambda: self.display.FitAll()) - - self.btnTop.clicked.connect(lambda: self.display.FitAll()) - self.btnFront.clicked.connect(lambda: self.display.FitAll()) - self.btnSide.clicked.connect(lambda: self.display.FitAll()) - - - last_design_folder = os.path.join('ResourceFiles', 'last_designs') - last_design_file = str(main.module_name(main)).replace(' ', '') + ".osi" - last_design_file = os.path.join(last_design_folder, last_design_file) - last_design_dictionary = {} - if not os.path.isdir(last_design_folder): - os.mkdir(last_design_folder) - if os.path.isfile(last_design_file): - with open(str(last_design_file), 'r') as last_design: - last_design_dictionary = yaml.safe_load(last_design) - if isinstance(last_design_dictionary, dict): - self.setDictToUserInputs(last_design_dictionary, option_list, data, new_list) - if "out_titles_status" in last_design_dictionary.keys(): - title_status = last_design_dictionary["out_titles_status"] - print("titles", title_status) - title_count = 0 - out_titles = [] - title_repeat = 1 - for out_field in out_list: - if out_field[2] == TYPE_TITLE: - title_name = out_field[1] - if title_name in out_titles: - title_name += str(title_repeat) - title_repeat += 1 - self.output_title_fields[title_name][0].setVisible(title_status[title_count]) - title_count += 1 - out_titles.append(title_name) - self.ui_loaded = True - - from osdagMainSettings import backend_name - self.display, _ = self.init_display(backend_str=backend_name()) - self.connectivity = None - self.fuse_model = None - - def notification(self): - update_class = Update() - msg = update_class.notifi() - QMessageBox.information(self, 'Info', msg) - - def save_output_to_csv(self, main): - def save_fun(): - status = main.design_status - out_list = main.output_values(main, status) - in_list = main.input_values(main) - to_Save = {} - flag = 0 - for option in out_list: - if option[0] is not None and option[2] == TYPE_TEXTBOX: - to_Save[option[0]] = option[3] - if str(option[3]): - flag = 1 - if option[2] == TYPE_OUT_BUTTON: - tup = option[3] - fn = tup[1] - for item in fn(main, status): - lable = item[0] - value = item[3] - if lable!=None and value!=None: - to_Save[lable] = value - - df = pd.DataFrame(self.design_inputs.items()) - #df.columns = ['label','value'] - #columns = [('input values','label'),('input values','value')] - #df.columns = pd.MultiIndex.from_tuples(columns) - - df1 = pd.DataFrame(to_Save.items()) - #df1.columns = ['label','value'] - #df1.columns = pd.MultiIndex.from_product([["Output Values"], df1.columns]) - - bigdata = pd.concat([df, df1], axis=1) - if not flag: - QMessageBox.information(self, "Information", - "Nothing to Save.") - else: - fileName, _ = QFileDialog.getSaveFileName(self, - "Save Output", os.path.join(self.folder, "untitled.csv"), - "Input Files(*.csv)") - if fileName: - bigdata.to_csv(fileName, index=False, header=None) - QMessageBox.information(self, "Information", - "Saved successfully.") - return save_fun - - def popup(self,key, for_custom_list,updated_list,data): - - """ - Function for retaining the values in the popup once it is closed. - """ - - # @author: Amir - - for c_tup in for_custom_list: - a= key.objectName() - if c_tup[0] != key.objectName(): - continue - selected = key.currentText() - f = c_tup[1] - disabled_values = [] - note = "" - if updated_list != None: - onchange_key_popup = [item for item in updated_list if item[1] == c_tup[0] and item[2] == TYPE_COMBOBOX_CUSTOMIZED] - else: - onchange_key_popup = [] - if onchange_key_popup != []: - arg_list = [] - for change_key in onchange_key_popup[0][0]: - arg_list.append( - self.dockWidgetContents.findChild(QtWidgets.QWidget, change_key).currentText()) - options = f(arg_list) - existing_options = data[c_tup[0] + "_customized"] - if selected == "Customized": - if len(c_tup) == 4: - disabled_values = c_tup[2] - note = c_tup[3] - data[c_tup[0] + "_customized"] = self.open_customized_popup(options, existing_options, - disabled_values, note) - if data[c_tup[0] + "_customized"] == []: - # data[c_tup[0] + "_customized"] = [all_values_available for all_values_available in f(arg_list) - # if all_values_available not in disabled_values] - data[c_tup[0] + "_customized"] = options - key.setCurrentIndex(0) - else: - # data[c_tup[0] + "_customized"] = [all_values_available for all_values_available in f(arg_list) - # if all_values_available not in disabled_values] - data[c_tup[0] + "_customized"] = options - - # input = f(arg_list) - # data[c_tup[0] + "_customized"] = input - else: - options = f() - existing_options = data[c_tup[0] + "_customized"] - if selected == "Customized": - if len(c_tup) == 4: - disabled_values = c_tup[2] - note = c_tup[3] - data[c_tup[0] + "_customized"] = self.open_customized_popup(options, existing_options, - disabled_values, note) - if data[c_tup[0] + "_customized"] == []: - # data[c_tup[0] + "_customized"] = [all_values_available for all_values_available in f() - # if all_values_available not in disabled_values] - data[c_tup[0] + "_customized"] = options - key.setCurrentIndex(0) - else: - # data[c_tup[0] + "_customized"] = [all_values_available for all_values_available in f() - # if all_values_available not in disabled_values] - data[c_tup[0] + "_customized"] = options - - def on_change_connect(self, key_changed, updated_list, data, main): - key_changed.currentIndexChanged.connect(lambda: self.change(key_changed, updated_list, data, main)) - - def change(self, k1, new, data, main): - - """ - @author: Umair - """ - for tup in new: - (object_name, k2_key, typ, f) = tup - if k1.objectName() not in object_name: - continue - if typ in [TYPE_LABEL, TYPE_OUT_LABEL]: - k2_key = k2_key + "_label" - if typ == TYPE_NOTE: - k2_key = k2_key + "_note" - - if typ in [TYPE_OUT_DOCK, TYPE_OUT_LABEL]: - k2 = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, k2_key) - elif typ == TYPE_WARNING: - k2 = str(k2_key) - else: - k2 = self.dockWidgetContents.findChild(QtWidgets.QWidget, k2_key) - - - arg_list = [] - for ob_name in object_name: - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, ob_name) - arg_list.append(key.currentText()) - - val = f(arg_list) - - if typ == TYPE_COMBOBOX: - k2.clear() - for values in val: - k2.addItem(values) - k2.setCurrentIndex(0) - if VALUES_WELD_TYPE[1] in val: - k2.setCurrentText(VALUES_WELD_TYPE[1]) - if k2_key in RED_LIST: - red_list_set = set(red_list_function()) - current_list_set = set(val) - current_red_list = list(current_list_set.intersection(red_list_set)) - for value in current_red_list: - indx = val.index(str(value)) - k2.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - elif typ == TYPE_COMBOBOX_CUSTOMIZED: - k2.setCurrentIndex(0) - data[k2_key + "_customized"] = val - elif typ == TYPE_CUSTOM_MATERIAL: - if val: - self.new_material_dialog() - elif typ == TYPE_CUSTOM_SECTION: - if val: - self.import_custom_section() - - elif typ == TYPE_LABEL: - k2.setText(val) - elif typ == TYPE_NOTE: - k2.setText(val) - elif typ == TYPE_IMAGE: - pixmap1 = QPixmap(val) - k2.setPixmap(pixmap1) - elif typ == TYPE_TEXTBOX: - if val: - k2.setEnabled(True) - else: - k2.setDisabled(True) - k2.setText("") - elif typ == TYPE_COMBOBOX_FREEZE: - if val: - k2.setEnabled(False) - else: - k2.setEnabled(True) - elif typ == TYPE_WARNING: - if val: - QMessageBox.warning(self, "Application", k2) - elif typ in [TYPE_OUT_DOCK, TYPE_OUT_LABEL]: - if val: - k2.setVisible(False) - else: - k2.setVisible(True) - else: - pass - - if self.ui_loaded: - self.output_title_change(main) - - def output_title_change(self, main): - - status = main.design_status - out_list = main.output_values(main, status) - key = None - no_field_titles = [] - titles = [] - title_repeat = 1 - visible_fields = 0 - for option in out_list: - if option[2] == TYPE_TITLE: - if key: - title_repeat = self.output_title_visiblity(visible_fields, key, titles, title_repeat) - titles.append(key) - - key = option[1] - if self.output_title_fields[key][1] == 0: - no_field_titles.append(key) - if key in no_field_titles: - visible_fields = 1 - else: - visible_fields = 0 - - if option[2] == TYPE_TEXTBOX: - if self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]).isVisible(): - visible_fields += 1 - - elif option[2] == TYPE_OUT_BUTTON: - if self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]).isVisible(): - visible_fields += 1 - - self.output_title_visiblity(visible_fields, key, titles, title_repeat) - - no_field_title = "" - for title in self.output_title_fields.keys(): - if title in no_field_titles: - no_field_title = title - elif self.output_title_fields[title][0].isVisible(): - if no_field_title in no_field_titles: - no_field_titles.remove(no_field_title) - - for no_field_title in no_field_titles: - self.output_title_fields[no_field_title][0].setVisible(False) - - def output_title_visiblity(self, visible_fields, key, titles, title_repeat): - - if visible_fields == 0: - if key in titles: - self.output_title_fields[key + str(title_repeat)][0].setVisible(False) - title_repeat += 1 - else: - self.output_title_fields[key][0].setVisible(False) - else: - if key in titles: - self.output_title_fields[key + str(title_repeat)][0].setVisible(True) - title_repeat += 1 - else: - self.output_title_fields[key][0].setVisible(True) - - return title_repeat - - def input_dp_connection(self, widget): - if isinstance(widget, QComboBox): - widget.currentIndexChanged.connect(self.clear_design_pref_dictionary) - elif isinstance(widget, QLineEdit): - widget.textChanged.connect(self.clear_design_pref_dictionary) - - def clear_design_pref_dictionary(self): - if self.ui_loaded: - self.design_pref_inputs = {} - - - # Function for Reset Button - ''' - @author: Umair, Amir - ''' - - def reset_fn(self, op_list, out_list, new_list, data): - - # For input dock - - for op in op_list: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0]) - if op[2] == TYPE_COMBOBOX or op[2] == TYPE_COMBOBOX_CUSTOMIZED: - widget.setCurrentIndex(0) - if op[2] == TYPE_COMBOBOX and op[0] == KEY_MATERIAL: - widget.setCurrentIndex(1) - elif op[2] == TYPE_TEXTBOX: - widget.setText('') - else: - pass - - for out in out_list: - widget = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, out[0]) - if out[2] == TYPE_TEXTBOX: - widget.setText('') - else: - pass - - self.display.EraseAll() - - # Function for Design Button - ''' - @author: Umair - ''' - - def design_fn(self, op_list, data_list, main): - design_dictionary = {} - self.input_dock_inputs = {} - for op in op_list: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0]) - if op[2] == TYPE_COMBOBOX: - des_val = widget.currentText() - d1 = {op[0]: des_val} - elif op[2] == TYPE_MODULE: - des_val = op[1] - module = op[1] - d1 = {op[0]: des_val} - elif op[2] == TYPE_COMBOBOX_CUSTOMIZED: - des_val = data_list[op[0] + "_customized"] - d1 = {op[0]: des_val} - elif op[2] == TYPE_TEXTBOX: - des_val = widget.text() - d1 = {op[0]: des_val} - elif op[2] == TYPE_NOTE: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0] + "_note") - des_val = widget.text() - d1 = {op[0]: des_val} - else: - d1 = {} - design_dictionary.update(d1) - self.input_dock_inputs.update(d1) - - for design_pref_key in self.design_pref_inputs.keys(): - if design_pref_key not in self.input_dock_inputs.keys(): - self.input_dock_inputs.update({design_pref_key: self.design_pref_inputs[design_pref_key]}) - if self.designPrefDialog.flag: - print('flag true') - - des_pref_input_list = main.input_dictionary_design_pref(main) - edit_tabs_list = main.edit_tabs(main) - edit_tabs_remove = list(filter(lambda x: x[2] == TYPE_REMOVE_TAB, edit_tabs_list)) - remove_tab_name = [x[0] for x in edit_tabs_remove] - # remove_tabs = list(filter(lambda x: x[0] in remove_tab_name, des_pref_input_list)) - # - # remove_func_name = edit_tabs_remove[3] - result = None - for edit in main.edit_tabs(main): - (tab_name, input_dock_key_name, change_typ, f) = edit - remove_tabs = list(filter(lambda x: x[0] in remove_tab_name, des_pref_input_list)) - - input_dock_key = self.dockWidgetContents.findChild(QtWidgets.QWidget, input_dock_key_name) - result = list(filter(lambda get_tab: - self.designPrefDialog.ui.findChild(QtWidgets.QWidget, get_tab[0]).objectName() != - f(input_dock_key.currentText()), remove_tabs)) - - if result is not None: - des_pref_input_list_updated = [i for i in des_pref_input_list if i not in result] - else: - des_pref_input_list_updated = des_pref_input_list - - for des_pref in des_pref_input_list_updated: - tab_name = des_pref[0] - input_type = des_pref[1] - input_list = des_pref[2] - tab = self.designPrefDialog.ui.findChild(QtWidgets.QWidget, tab_name) - for key_name in input_list: - key = tab.findChild(QtWidgets.QWidget, key_name) - if key is None: - continue - if input_type == TYPE_TEXTBOX: - val = key.text() - design_dictionary.update({key_name: val}) - elif input_type == TYPE_COMBOBOX: - val = key.currentText() - design_dictionary.update({key_name: val}) - else: - print('flag false') - - for without_des_pref in main.input_dictionary_without_design_pref(main): - input_dock_key = without_des_pref[0] - input_list = without_des_pref[1] - input_source = without_des_pref[2] - for key_name in input_list: - if input_source == 'Input Dock': - design_dictionary.update({key_name: design_dictionary[input_dock_key]}) - else: - val = main.get_values_for_design_pref(main, key_name, design_dictionary) - design_dictionary.update({key_name: val}) - - for dp_key in self.design_pref_inputs.keys(): - design_dictionary[dp_key] = self.design_pref_inputs[dp_key] - - self.design_inputs = design_dictionary - self.design_inputs = design_dictionary - - ''' - @author: Umair - ''' - def saveDesign_inputs(self): - fileName, _ = QFileDialog.getSaveFileName(self, - "Save Design", os.path.join(self.folder, "untitled.osi"), - "Input Files(*.osi)",None, - QtWidgets.QFileDialog.DontUseNativeDialog) - if not fileName: - return - try: - with open(fileName, 'w') as input_file: - yaml.dump(self.design_inputs, input_file) - except Exception as e: - QMessageBox.warning(self, "Application", - "Cannot write file %s:\n%s" % (fileName, str(e))) - return - - def return_class(self,name): - if name == KEY_DISP_FINPLATE: - return FinPlateConnection - elif name == KEY_DISP_ENDPLATE: - return EndPlateConnection - elif name == KEY_DISP_CLEATANGLE: - return CleatAngleConnection - elif name == KEY_DISP_SEATED_ANGLE: - return SeatedAngleConnection - elif name == KEY_DISP_COLUMNCOVERPLATE: - return ColumnCoverPlate - elif name == KEY_DISP_COLUMNCOVERPLATEWELD: - return ColumnCoverPlateWeld - elif name == KEY_DISP_BEAMCOVERPLATE: - return BeamCoverPlate - elif name == KEY_DISP_BEAMCOVERPLATEWELD: - return BeamCoverPlateWeld - elif name == KEY_DISP_BB_EP_SPLICE: - return BeamBeamEndPlateSplice - elif name == KEY_DISP_COLUMNENDPLATE: - return ColumnEndPlate - elif name == KEY_DISP_BCENDPLATE: - return BeamColumnEndPlate - elif name == KEY_DISP_BASE_PLATE: - return BasePlateConnection - elif name == KEY_DISP_TENSION_BOLTED: - return Tension_bolted - elif name == KEY_DISP_TENSION_WELDED: - return Tension_welded - else: - return GussetConnection -# Function for getting inputs from a file - ''' - @author: Umair - ''' - - def loadDesign_inputs(self, op_list, data, new, main): - fileName, _ = QFileDialog.getOpenFileName(self, "Open Design", os.path.join(str(self.folder)), - "InputFiles(*.osi)") - if not fileName: - return - try: - in_file = str(fileName) - with open(in_file, 'r') as fileObject: - uiObj = yaml.safe_load(fileObject) - module = uiObj[KEY_MODULE] - - # module_class = self.return_class(module) - # print('loading inputs',uiObj, op_list, data, new) - selected_module = main.module_name(main) - if selected_module == module: - # print(uiObj, op_list, data, new) - self.ui_loaded = False - self.setDictToUserInputs(uiObj, op_list, data, new) - self.ui_loaded = True - self.output_title_change(main) - else: - QMessageBox.information(self, "Information", - "Please load the appropriate Input") - - return - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % fileName) - return - - # Function for loading inputs from a file to Ui - ''' - @author: Umair - ''' - - def setDictToUserInputs(self, uiObj, op_list, data, new): - - self.load_input_error_message = "Invalid Inputs Found! \n" - - for uiObj_key in uiObj.keys(): - if str(uiObj_key) in [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL, KEY_SEC_MATERIAL, KEY_CONNECTOR_MATERIAL, - KEY_BASE_PLATE_MATERIAL]: - material = uiObj[uiObj_key] - material_validator = MaterialValidator(material) - if material_validator.is_already_in_db(): - pass - elif material_validator.is_format_custom(): - if material_validator.is_valid_custom(): - self.update_material_db(grade=material, material=material_validator) - input_dock_material = self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_MATERIAL) - input_dock_material.clear() - for item in connectdb("Material"): - input_dock_material.addItem(item) - else: - self.load_input_error_message += \ - str(uiObj_key) + ": (" + str(material) + ") - Default Value Considered! \n" - continue - else: - self.load_input_error_message += \ - str(uiObj_key) + ": (" + str(material) + ") - Default Value Considered! \n" - continue - - if uiObj_key not in [i[0] for i in op_list]: - self.design_pref_inputs.update({uiObj_key: uiObj[uiObj_key]}) - - for op in op_list: - key_str = op[0] - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_str) - if op[2] == TYPE_COMBOBOX: - if key_str in uiObj.keys(): - index = key.findText(uiObj[key_str], QtCore.Qt.MatchFixedString) - if index >= 0: - key.setCurrentIndex(index) - else: - if key_str in [KEY_SUPTDSEC, KEY_SUPTNGSEC]: - self.load_input_error_message += \ - str(key_str) + ": (" + str(uiObj[key_str]) + ") - Select from available Sections! \n" - else: - self.load_input_error_message += \ - str(key_str) + ": (" + str(uiObj[key_str]) + ") - Default Value Considered! \n" - elif op[2] == TYPE_TEXTBOX: - if key_str in uiObj.keys(): - if key_str == KEY_SHEAR or key_str==KEY_AXIAL or key_str == KEY_MOMENT: - if uiObj[key_str] == "": - pass - elif float(uiObj[key_str]) >= 0: - pass - else: - self.load_input_error_message += \ - str(key_str) + ": (" + str(uiObj[key_str]) + ") - Load should be positive integer! \n" - uiObj[key_str] = "" - - key.setText(uiObj[key_str] if uiObj[key_str] != 'Disabled' else "") - elif op[2] == TYPE_COMBOBOX_CUSTOMIZED: - if key_str in uiObj.keys(): - for n in new: - - if n[0] == key_str and n[0] == KEY_SECSIZE: - if set(uiObj[key_str]) != set(n[1]([self.dockWidgetContents.findChild(QtWidgets.QWidget, - KEY_SEC_PROFILE).currentText()])): - key.setCurrentIndex(1) - else: - key.setCurrentIndex(0) - data[key_str + "_customized"] = uiObj[key_str] - - elif n[0] == key_str and n[0] != KEY_SECSIZE: - if set(uiObj[key_str]) != set(n[1]()): - key.setCurrentIndex(1) - else: - key.setCurrentIndex(1) - data[key_str + "_customized"] = uiObj[key_str] - - else: - pass - - if self.load_input_error_message != "Invalid Inputs Found! \n": - QMessageBox.about(QMessageBox(), "Information", self.load_input_error_message) - - def common_function_for_save_and_design(self, main, data, trigger_type): - - # @author: Amir - - option_list = main.input_values(self) - - for data_key_tuple in main.customized_input(main): - data_key = data_key_tuple[0] + "_customized" - if data_key in data.keys() and len(data_key_tuple) == 4: - data[data_key] = [data_values for data_values in data[data_key] - if data_values not in data_key_tuple[2]] - - self.design_fn(option_list, data, main) - - if trigger_type == "Save": - self.saveDesign_inputs() - elif trigger_type == "Design_Pref": - - if self.prev_inputs != self.input_dock_inputs or self.designPrefDialog.changes != QDialog.Accepted: - self.designPrefDialog = DesignPreferences(main, self, input_dictionary=self.input_dock_inputs) - - if 'Select Section' in self.input_dock_inputs.values(): - self.designPrefDialog.flag = False - else: - self.designPrefDialog.flag = True - - # if self.prev_inputs != {}: - # self.design_pref_inputs = {} - - else: - main.design_button_status = True - for input_field in self.dockWidgetContents.findChildren(QtWidgets.QWidget): - if type(input_field) == QtWidgets.QLineEdit: - input_field.textChanged.connect(self.clear_output_fields) - elif type(input_field) == QtWidgets.QComboBox: - input_field.currentIndexChanged.connect(self.clear_output_fields) - self.textEdit.clear() - with open("logging_text.log", 'w') as log_file: - pass - - error = main.func_for_validation(main, self.design_inputs) - status = main.design_status - print(status) - - if error is not None: - self.show_error_msg(error) - return - - out_list = main.output_values(main, status) - for option in out_list: - if option[2] == TYPE_TEXTBOX: - txt = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]) - txt.setText(str(option[3])) - if status: - txt.setVisible(True if option[3] != "" and txt.isVisible() else False) - txt_label = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]+"_label") - txt_label.setVisible(True if option[3] != "" and txt_label.isVisible() else False) - - elif option[2] == TYPE_OUT_BUTTON: - self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]).setEnabled(True) - - # self.progress_bar.setValue(50) - self.output_title_change(main) - - last_design_folder = os.path.join('ResourceFiles', 'last_designs') - if not os.path.isdir(last_design_folder): - os.mkdir(last_design_folder) - last_design_file = str(main.module_name(main)).replace(' ', '') + ".osi" - last_design_file = os.path.join(last_design_folder, last_design_file) - out_titles_status = [] - out_titles = [] - title_repeat = 1 - for option in out_list: - if option[2] == TYPE_TITLE: - title_name = option[1] - if title_name in out_titles: - title_name += str(title_repeat) - title_repeat += 1 - if self.output_title_fields[title_name][0].isVisible(): - out_titles_status.append(1) - else: - out_titles_status.append(0) - out_titles.append(title_name) - self.design_inputs.update({"out_titles_status": out_titles_status}) - with open(str(last_design_file), 'w') as last_design: - yaml.dump(self.design_inputs, last_design) - self.design_inputs.pop("out_titles_status") - # self.progress_bar.setValue(60) - - # if status is True and main.module in [KEY_DISP_FINPLATE, KEY_DISP_BEAMCOVERPLATE, - # KEY_DISP_BEAMCOVERPLATEWELD, KEY_DISP_CLEATANGLE, - # KEY_DISP_ENDPLATE, KEY_DISP_BASE_PLATE, KEY_DISP_SEATED_ANGLE, - # KEY_DISP_TENSION_BOLTED, KEY_DISP_TENSION_WELDED,KEY_DISP_COLUMNCOVERPLATE, - # KEY_DISP_COLUMNCOVERPLATEWELD, KEY_DISP_COLUMNENDPLATE]: - - # ##############trial############## - # status = True - # ##############trial############## - if status is True and main.module in [KEY_DISP_FINPLATE, KEY_DISP_BEAMCOVERPLATE, - KEY_DISP_BEAMCOVERPLATEWELD, KEY_DISP_CLEATANGLE, - KEY_DISP_ENDPLATE, KEY_DISP_BASE_PLATE, KEY_DISP_SEATED_ANGLE, - KEY_DISP_TENSION_BOLTED, KEY_DISP_TENSION_WELDED, - KEY_DISP_COLUMNCOVERPLATE, - KEY_DISP_COLUMNCOVERPLATEWELD, KEY_DISP_COLUMNENDPLATE, KEY_DISP_BCENDPLATE, KEY_DISP_BB_EP_SPLICE]: - # print(self.display, self.folder, main.module, main.mainmodule) - print("common start") - self.commLogicObj = CommonDesignLogic(self.display, self.folder, main.module, main.mainmodule) - print("common start") - status = main.design_status - ##############trial############## - # status = True - ##############trial############## - - module_class = self.return_class(main.module) - # self.progress_bar.setValue(80) - print("3D start") - self.commLogicObj.call_3DModel(status, module_class) - print("3D end") - self.display_x = 90 - self.display_y = 90 - for chkbox in main.get_3d_components(main): - self.frame.findChild(QtWidgets.QCheckBox, chkbox[0]).setEnabled(True) - for action in self.menugraphics_component_list: - action.setEnabled(True) - fName = str('./ResourceFiles/images/3d.png') - file_extension = fName.split(".")[-1] - - # if file_extension == 'png': - # self.display.ExportToImage(fName) - # im = Image.open('./ResourceFiles/images/3d.png') - # w,h=im.size - # if(w< 640 or h < 360): - # print('Re-taking Screenshot') - # self.resize(700,500) - # self.outputDock.hide() - # self.inputDock.hide() - # self.textEdit.hide() - # QTimer.singleShot(0, lambda:self.retakeScreenshot(fName)) - - else: - for fName in ['3d.png', 'top.png', - 'front.png', 'side.png']: - with open("./ResourceFiles/images/"+fName, 'w'): - pass - self.display.EraseAll() - for chkbox in main.get_3d_components(main): - self.frame.findChild(QtWidgets.QCheckBox, chkbox[0]).setEnabled(False) - for action in self.menugraphics_component_list: - action.setEnabled(False) - - # self.progress_bar.setValue(100) - - - def retakeScreenshot(self,fName): - Ww=self.frameGeometry().width() - Wh=self.frameGeometry().height() - self.display.FitAll() - self.display.ExportToImage(fName) - self.resize(Ww,Wh) - self.outputDock.show() - self.inputDock.show() - self.textEdit.show() - - def show_error_msg(self, error): - QMessageBox.about(self,'information',error[0]) # show only first error message. - - def clear_output_fields(self): - for output_field in self.dockWidgetContents_out.findChildren(QtWidgets.QLineEdit): - output_field.clear() - for output_field in self.dockWidgetContents_out.findChildren(QtWidgets.QPushButton): - if output_field.objectName() in ["btn_CreateDesign", "save_outputDock"]: - continue - output_field.setEnabled(False) - - def osdag_header(self): - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles\images", "OsdagHeader.png"))) - image_path2 = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles\images", "ColumnsBeams.png"))) - - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "OsdagHeader.png")) - shutil.copyfile(image_path2, os.path.join(str(self.folder), "images_html", "ColumnsBeams.png")) - - def output_button_connect(self, main, button_list, b): - b.clicked.connect(lambda: self.output_button_dialog(main, button_list, b)) - - def output_button_dialog(self, main, button_list, button): - - dialog = QtWidgets.QDialog() - dialog.setObjectName("Dialog") - layout1 = QtWidgets.QVBoxLayout(dialog) - - note_widget = QWidget(dialog) - note_layout = QVBoxLayout(note_widget) - layout1.addWidget(note_widget) - - scroll = QScrollArea(dialog) - layout1.addWidget(scroll) - scroll.setWidgetResizable(True) - scroll.horizontalScrollBar().setVisible(False) - scroll_content = QtWidgets.QWidget(scroll) - outer_grid_layout = QtWidgets.QGridLayout(scroll_content) - inner_grid_widget = QtWidgets.QWidget(scroll_content) - image_widget = QtWidgets.QWidget(scroll_content) - image_layout = QtWidgets.QVBoxLayout(image_widget) - image_layout.setAlignment(Qt.AlignCenter) - image_widget.setLayout(image_layout) - inner_grid_layout = QtWidgets.QGridLayout(inner_grid_widget) - inner_grid_widget.setLayout(inner_grid_layout) - scroll_content.setLayout(outer_grid_layout) - scroll.setWidget(scroll_content) - - dialog_width = 260 - dialog_height = 300 - max_image_width = 0 - max_label_width = 0 - max_image_height = 0 - - section = 0 - no_note = True - - for op in button_list: - - if op[0] == button.objectName(): - tup = op[3] - title = tup[0] - fn = tup[1] - dialog.setWindowTitle(title) - j = 1 - _translate = QtCore.QCoreApplication.translate - for option in fn(main, main.design_status): - option_type = option[2] - lable = option[1] - value = option[3] - if option_type in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - l = QtWidgets.QLabel(inner_grid_widget) - - l.setObjectName(option[0] + "_label") - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - inner_grid_layout.addWidget(l, j, 1, 1, 1) - l.setFixedSize(l.sizeHint().width(), l.sizeHint().height()) - max_label_width = max(l.sizeHint().width(), max_label_width) - l.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum, - QtWidgets.QSizePolicy.Maximum)) - - if option_type == TYPE_SECTION: - if section != 0: - outer_grid_layout.addWidget(inner_grid_widget, j, 1, 1, 1) - outer_grid_layout.addWidget(image_widget, j, 2, 1, 1) - hl1 = QtWidgets.QFrame() - hl1.setFrameShape(QtWidgets.QFrame.HLine) - j += 1 - outer_grid_layout.addWidget(hl1, j, 1, 1, 2) - - inner_grid_widget = QtWidgets.QWidget(scroll_content) - image_widget = QtWidgets.QWidget(scroll_content) - image_layout = QtWidgets.QVBoxLayout(image_widget) - image_layout.setAlignment(Qt.AlignCenter) - image_widget.setLayout(image_layout) - inner_grid_layout = QtWidgets.QGridLayout(inner_grid_widget) - inner_grid_widget.setLayout(inner_grid_layout) - - if value is not None and value != "": - im = QtWidgets.QLabel(image_widget) - im.setFixedSize(value[1], value[2]) - pmap = QPixmap(value[0]) - im.setScaledContents(1) - im.setStyleSheet("background-color: white;") - im.setPixmap(pmap) - image_layout.addWidget(im) - caption = QtWidgets.QLabel(image_widget) - caption.setAlignment(Qt.AlignCenter) - caption.setText(value[3]) - caption.setFixedSize(value[1], caption.sizeHint().height()) - image_layout.addWidget(caption) - max_image_width = max(max_image_width, value[1]) - max_image_height = max(max_image_height, value[2]) - j += 1 - q = QtWidgets.QLabel(scroll_content) - q.setObjectName("_title") - q.setText(lable) - q.setFixedSize(q.sizeHint().width(), q.sizeHint().height()) - q.setSizePolicy( - QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum, QtWidgets.QSizePolicy.Maximum)) - outer_grid_layout.addWidget(q, j, 1, 1, 2) - section += 1 - - if option_type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(inner_grid_widget) - r.setFixedSize(100, 27) - r.setObjectName(option[0]) - r.setText(str(value)) - inner_grid_layout.addWidget(r, j, 2, 1, 1) - - if option_type == TYPE_IMAGE: - im = QtWidgets.QLabel(image_widget) - im.setScaledContents(True) - im.setFixedSize(value[1], value[2]) - pmap = QPixmap(value[0]) - im.setStyleSheet("background-color: white;") - im.setPixmap(pmap) - image_layout.addWidget(im) - caption = QtWidgets.QLabel(image_widget) - caption.setAlignment(Qt.AlignCenter) - caption.setText(value[3]) - caption.setFixedSize(value[1], 12) - image_layout.addWidget(caption) - max_image_width = max(max_image_width, value[1]) - max_image_height = max(max_image_height, value[2]) - - if option_type == TYPE_NOTE: - note = QLabel(note_widget) - note.setText("Note: "+str(value)) - note.setFixedSize(note.sizeHint().width(), note.sizeHint().height()) - note_layout.addWidget(note) - no_note = False - - j = j + 1 - - if inner_grid_layout.count() > 0: - outer_grid_layout.addWidget(inner_grid_widget, j, 1, 1, 1) - if image_layout.count() > 0: - outer_grid_layout.addWidget(image_widget, j, 2, 1, 1) - - dialog_width += max_label_width - dialog_width += max_image_width - dialog_height = max(dialog_height, max_image_height+125) - if not no_note: - dialog_height += 40 - dialog.resize(dialog_width, dialog_height) - dialog.setMinimumSize(dialog_width, dialog_height) - - if no_note: - layout1.removeWidget(note_widget) - - dialog.exec() - - def import_custom_section(self): - ''' - Custom Section Importing - Fetches data from osm file and returns as a dictionary - ''' - fileName, _ = QtWidgets.QFileDialog.getOpenFileName(None, "Open Section Design",None, "InputFiles(*.osm)") - if(fileName==''): - return - with open(fileName,'r') as file: - parameters=eval(file.read()) - SecProfile=self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_SEC_PROFILE).currentText() - return parameters - - def new_material_dialog(self): - dialog = QtWidgets.QDialog(self) - self.material_popup_message = '' - self.invalid_field = '' - dialog.setWindowTitle('Custom Material') - layout = QtWidgets.QGridLayout(dialog) - widget = QtWidgets.QWidget(dialog) - widget.setLayout(layout) - _translate = QtCore.QCoreApplication.translate - textbox_list = ['Grade', 'Fy_20', 'Fy_20_40', 'Fy_40', 'Fu'] - event_function = ['', self.material_popup_fy_20_event, self.material_popup_fy_20_40_event, - self.material_popup_fy_40_event, self.material_popup_fu_event] - self.original_focus_event_functions = {} - - i = 0 - for textbox_name in textbox_list: - label = QtWidgets.QLabel(widget) - label.setObjectName(textbox_name+"_label") - label.setText(_translate("MainWindow", "

    " + textbox_name + "

    ")) - # label.resize(120, 30) - label.setFixedSize(100, 30) - layout.addWidget(label, i, 1, 1, 1) - - textbox = QtWidgets.QLineEdit(widget) - textbox.setObjectName(textbox_name) - # textbox.resize(120, 30) - textbox.setFixedSize(200, 24) - if textbox_name == 'Grade': - textbox.setReadOnly(True) - textbox.setText("Cus____") - else: - textbox.setValidator(QtGui.QIntValidator()) - # textbox.mousePressEvent = event_function[textbox_list.index(textbox_name)] - self.original_focus_event_functions.update({textbox_name: textbox.focusOutEvent}) - textbox.focusOutEvent = event_function[textbox_list.index(textbox_name)] - - self.connect_change_popup_material(textbox, widget) - layout.addWidget(textbox, i, 2, 1, 1) - - i += 1 - - add_button = QtWidgets.QPushButton(widget) - add_button.setObjectName("material_add") - add_button.setText("Add") - add_button.clicked.connect(lambda: self.update_material_db_validation(widget)) - layout.addWidget(add_button, i, 1, 1, 2) - - dialog.setFixedSize(350, 250) - closed = dialog.exec() - if closed is not None: - input_dock_material = self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_MATERIAL) - input_dock_material.clear() - for item in connectdb("Material"): - input_dock_material.addItem(item) - input_dock_material.setCurrentIndex(1) - - def update_material_db_validation(self, widget): - - material = widget.findChild(QtWidgets.QLineEdit, 'Grade').text() - - material_validator = MaterialValidator(material) - if material_validator.is_already_in_db(): - QMessageBox.about(QMessageBox(), "Information", "Material already exists in Database!") - return - elif not material_validator.is_format_custom(): - QMessageBox.about(QMessageBox(), "Information", "Please fill all missing parameters!") - return - elif not material_validator.is_valid_custom(): - QMessageBox.about(QMessageBox(), "Information", - "Please select "+str(material_validator.invalid_value)+" in valid range!") - return - - self.update_material_db(grade=material, material=material_validator) - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database.') - - def update_material_db(self, grade, material): - - fy_20 = int(material.fy_20) - fy_20_40 = int(material.fy_20_40) - fy_40 = int(material.fy_40) - fu = int(material.fu) - elongation = 0 - - if fy_20 > 350: - elongation = 20 - elif 250 < fy_20 <= 350: - elongation = 22 - elif fy_20 <= 250: - elongation = 23 - - conn = sqlite3.connect(PATH_TO_DATABASE) - c = conn.cursor() - c.execute('''INSERT INTO Material (Grade,[Yield Stress (< 20)],[Yield Stress (20 -40)], - [Yield Stress (> 40)],[Ultimate Tensile Stress],[Elongation ]) VALUES (?,?,?,?,?,?)''', - (grade, fy_20, fy_20_40, fy_40, fu, elongation)) - conn.commit() - c.close() - conn.close() - - def connect_change_popup_material(self, textbox, widget): - if textbox.objectName() != 'Grade': - textbox.textChanged.connect(lambda: self.change_popup_material(widget)) - - def change_popup_material(self, widget): - - grade = widget.findChild(QtWidgets.QLineEdit, 'Grade') - fy_20 = widget.findChild(QtWidgets.QLineEdit, 'Fy_20').text() - fy_20_40 = widget.findChild(QtWidgets.QLineEdit, 'Fy_20_40').text() - fy_40 = widget.findChild(QtWidgets.QLineEdit, 'Fy_40').text() - fu = widget.findChild(QtWidgets.QLineEdit, 'Fu').text() - - material = str("Cus_"+fy_20+"_"+fy_20_40+"_"+fy_40+"_"+fu) - material_validator = MaterialValidator(material) - if not material_validator.is_valid_custom(): - if str(material_validator.invalid_value): - self.material_popup_message = "Please select "+str(material_validator.invalid_value)+" in valid range!" - self.invalid_field = str(material_validator.invalid_value) - else: - self.material_popup_message = '' - self.invalid_field = '' - else: - self.material_popup_message = '' - self.invalid_field = '' - grade.setText(material) - - def material_popup_fy_20_event(self, e): - self.original_focus_event_functions['Fy_20'](e) - if self.invalid_field == 'Fy_20': - self.show_material_popup_message() - - def material_popup_fy_20_40_event(self, e): - self.original_focus_event_functions['Fy_20_40'](e) - if self.invalid_field == 'Fy_20_40': - self.show_material_popup_message() - - def material_popup_fy_40_event(self, e): - self.original_focus_event_functions['Fy_40'](e) - if self.invalid_field == 'Fy_40': - self.show_material_popup_message() - - def material_popup_fu_event(self, e): - self.original_focus_event_functions['Fu'](e) - if self.invalid_field == 'Fu': - self.show_material_popup_message() - - def show_material_popup_message(self): - invalid_textbox = self.findChild(QtWidgets.QLineEdit, str(self.invalid_field)) - if self.findChild(QtWidgets.QPushButton, "material_add").hasFocus(): - return - if self.material_popup_message: - QMessageBox.about(QMessageBox(), "Information", self.material_popup_message) - invalid_textbox.setFocus() - - # Function for showing design-preferences popup - - def design_preferences(self): - #print(self.designPrefDialog.module_window.input_dock_inputs) - self.designPrefDialog.show() - - # Function for getting input for design preferences from input dock - ''' - @author: Umair - ''' - def combined_design_prefer(self, data, main): - - on_change_tab_list = main.tab_value_changed(main) - for new_values in on_change_tab_list: - (tab_name, key_list, key_to_change, key_type, f) = new_values - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - for key_name in key_list: - key = tab.findChild(QtWidgets.QWidget, key_name) - if isinstance(key, QtWidgets.QComboBox): - self.connect_combobox_for_tab(key, tab, on_change_tab_list, main) - elif isinstance(key, QtWidgets.QLineEdit): - self.connect_textbox_for_tab(key, tab, on_change_tab_list, main) - - # for fu_fy in main.list_for_fu_fy_validation(main): - # - # material_key_name = fu_fy[0] - # fu_key_name = fu_fy[1] - # fy_key_name = fu_fy[2] - # material_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, material_key_name) - # fu_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, fu_key_name) - # fy_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, fy_key_name) - # - # for validation_key in [fu_key, fy_key]: - # if validation_key.text() != "": - # self.designPrefDialog.fu_fy_validation_connect([fu_key, fy_key], validation_key, material_key) - - for edit in main.edit_tabs(main): - (tab_name, input_dock_key_name, change_typ, f) = edit - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - input_dock_key = self.dockWidgetContents.findChild(QtWidgets.QWidget, input_dock_key_name) - if change_typ == TYPE_CHANGE_TAB_NAME: - self.designPrefDialog.ui.tabWidget.tabs.setTabText( - self.designPrefDialog.ui.tabWidget.tabs.indexOf(tab), f(input_dock_key.currentText())) - elif change_typ == TYPE_REMOVE_TAB: - - if tab.objectName() != f(input_dock_key.currentText()): - self.designPrefDialog.ui.tabWidget.tabs.removeTab( - self.designPrefDialog.ui.tabWidget.tabs.indexOf(tab)) - # if tab: - # self.designPrefDialog.ui.tabWidget.insertTab(0, tab, tab_name) - - for refresh in main.refresh_input_dock(main): - (tab_name, key_name, key_type, tab_key, master_key, value, database_arg) = refresh - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - if tab: - add_button = tab.findChild(QtWidgets.QWidget, "pushButton_Add_"+tab_name) - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - selected = key.currentText() - - - if master_key: - val = self.dockWidgetContents.findChild(QtWidgets.QWidget, master_key).currentText() - if val not in value: - continue - self.refresh_section_connect(add_button, selected, key_name, key_type, tab_key, database_arg,data) - - def connect_textbox_for_tab(self, key, tab, new, main): - key.textChanged.connect(lambda: self.tab_change(key, tab, new, main)) - - def connect_combobox_for_tab(self, key, tab, new, main): - key.currentIndexChanged.connect(lambda: self.tab_change(key, tab, new, main)) - - def tab_change(self, key, tab, new, main): - - for tup in new: - (tab_name, key_list, k2_key_list, typ, f) = tup - if tab_name != tab.objectName() or key.objectName() not in key_list: - continue - arg_list = [] - for key_name in key_list: - # if object_name != key.objectName(): - # continue - key = tab.findChild(QtWidgets.QWidget, key_name) - if isinstance(key, QtWidgets.QComboBox): - arg_list.append(key.currentText()) - elif isinstance(key, QtWidgets.QLineEdit): - arg_list.append(key.text()) - - arg_list.append(self.input_dock_inputs) - arg_list.append(main.design_button_status) - # try: - # tab1 = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, tab_name) - # key1 = tab.findChild(QtWidgets.QWidget, KEY_SECSIZE_SELECTED) - # value1 = key1.text() - # arg_list.append({KEY_SECSIZE_SELECTED: value1}) - # except: - # pass - val = f(arg_list) - - for k2_key_name in k2_key_list: - print(k2_key_name) - k2 = tab.findChild(QtWidgets.QWidget, k2_key_name) - if isinstance(k2, QtWidgets.QComboBox): - if k2_key_name in val.keys(): - k2.clear() - for values in val[k2_key_name]: - k2.addItem(str(values)) - if isinstance(k2, QtWidgets.QLineEdit): - k2.setText(str(val[k2_key_name])) - if isinstance(k2, QtWidgets.QLabel): - pixmap1 = QPixmap(val[k2_key_name]) - k2.setPixmap(pixmap1) - - if typ == TYPE_OVERWRITE_VALIDATION and not val["Validation"][0]: - QMessageBox.warning(tab, "Warning", val["Validation"][1]) - - def refresh_section_connect(self, add_button, prev, key_name, key_type, tab_key, arg,data): - add_button.clicked.connect(lambda: self.refresh_section(prev, key_name, key_type, tab_key, arg,data)) - - def refresh_section(self, prev, key_name, key_type, tab_key, arg,data): - - if key_type == TYPE_COMBOBOX_CUSTOMIZED: - current_list = connectdb(arg,"popup") - else: - current_list = connectdb(arg) - text = self.designPrefDialog.ui.findChild(QtWidgets.QWidget, tab_key).text() - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - - if key_type == TYPE_COMBOBOX: - if text == "": - return - key.clear() - for item in current_list: - key.addItem(item) - current_list_set = set(current_list) - red_list_set = set(red_list_function()) - current_red_list = list(current_list_set.intersection(red_list_set)) - for value in current_red_list: - indx = current_list.index(str(value)) - key.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - text_index = key.findText(text, QtCore.Qt.MatchFixedString) - # key.setCurrentIndex(current_list.index(prev)) - - if text_index >= 0: - key.setCurrentIndex(text_index) - else: - key.setCurrentIndex(current_list.index(prev)) - elif key_type == TYPE_COMBOBOX_CUSTOMIZED: - master_list = ['All','Customized'] - data[key_name + "_customized"] = current_list - key.setCurrentIndex(master_list.index(prev)) - - def create_design_report(self): - self.create_report.show() - - def chkbox_connect(self, main, chkbox, f): - chkbox.clicked.connect(lambda: f(main, self, "gradient_bg")) - - def action_connect(self, main, action, f): - action.triggered.connect(lambda: f(main, self, "gradient_bg")) - - def showColorDialog(self): - - col = QColorDialog.getColor() - colorTup = col.getRgb() - r = colorTup[0] - g = colorTup[1] - b = colorTup[2] - self.display.set_bg_gradient_color([r, g, b], [255, 255, 255]) - - def init_display(self, backend_str=None, size=(1024, 768)): - - from OCC.Display.backend import load_backend, get_qt_modules - - used_backend = load_backend(backend_str) - - global display, start_display, app, _, USED_BACKEND - if 'qt' in used_backend: - from OCC.Display.qtDisplay import qtViewer3d - QtCore, QtGui, QtWidgets, QtOpenGL = get_qt_modules() - - # from OCC.Display.pyqt4Display import qtViewer3d - from OCC.Display.qtDisplay import qtViewer3d - self.modelTab = qtViewer3d(self) - - # self.setWindowTitle("Osdag Fin Plate") - #self.mytabWidget.resize(size[0], size[1]) - self.mytabWidget.addTab(self.modelTab, "") - - self.modelTab.InitDriver() - display = self.modelTab._display - key_function = {Qt.Key_Up: lambda: self.Pan_Rotate_model("Up"), - Qt.Key_Down: lambda: self.Pan_Rotate_model("Down"), - Qt.Key_Right: lambda: self.Pan_Rotate_model("Right"), - Qt.Key_Left: lambda: self.Pan_Rotate_model("Left")} - self.modelTab._key_map.update(key_function) - - # background gradient - # display.set_bg_gradient_color(23, 1, 32, 23, 1, 32) - display.set_bg_gradient_color([23, 1, 32], [23, 1, 32]) - # # display_2d.set_bg_gradient_color(255,255,255,255,255,255) - display.display_triedron() - # display.display_triedron() - display.View.SetProj(1, 1, 1) - - def centerOnScreen(self): - '''Centers the window on the screen.''' - resolution = QtGui.QDesktopWidget().screenGeometry() - self.move((resolution.width() / 2) - (self.frameSize().width() / 2), - (resolution.height() / 2) - (self.frameSize().height() / 2)) - - def start_display(): - self.modelTab.raise_() - - return display, start_display - - def save_cadImages(self,main): - """Save CAD Model in image formats(PNG,JPEG,BMP,TIFF) - - Returns: - - """ - - if main.design_status: - - files_types = "PNG (*.png);;JPEG (*.jpeg);;TIFF (*.tiff);;BMP(*.bmp)" - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.png"), - files_types) - fName = str(fileName) - file_extension = fName.split(".")[-1] - - if file_extension == 'png' or file_extension == 'jpeg' or file_extension == 'bmp' or file_extension == 'tiff': - self.display.ExportToImage(fName) - QMessageBox.about(self, 'Information', "File saved") - else: - # self.actionSave_current_image.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: CAD image cannot be saved') - - def save3DcadImages(self, main): - - if not main.design_button_status: - QMessageBox.warning(self, 'Warning', 'No design created!') - return - - if main.design_status: - if self.fuse_model is None: - self.fuse_model = self.commLogicObj.create2Dcad() - shape = self.fuse_model - - files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP(*.brep)" - - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.igs"), - files_types) - fName = str(fileName) - - if fName and self.fuse_model: - file_extension = fName.split(".")[-1] - - if file_extension == 'igs': - IGESControl.IGESControl_Controller().Init() - iges_writer = IGESControl.IGESControl_Writer() - iges_writer.AddShape(shape) - iges_writer.Write(fName) - - elif file_extension == 'brep': - - BRepTools.breptools.Write(shape, fName) - - elif file_extension == 'stp': - # initialize the STEP exporter - step_writer = STEPControl_Writer() - Interface_Static_SetCVal("write.step.schema", "AP203") - - # transfer shapes and write file - step_writer.Transfer(shape, STEPControl_AsIs) - status = step_writer.Write(fName) - - assert (status == IFSelect_RetDone) - - else: - stl_writer = StlAPI_Writer() - stl_writer.SetASCIIMode(True) - stl_writer.Write(shape, fName) - - self.fuse_model = None - - QMessageBox.about(self, 'Information', "File saved") - - else: - QMessageBox.about(self, 'Error', "File not saved") - else: - # self.actionSave_3D_model.setEnabled(False) - QMessageBox.about(self, 'Warning', 'Design Unsafe: 3D Model cannot be saved') - - def assign_display_mode(self, mode): - - self.modelTab.setFocus() - if mode == "pan": - self.display_mode = 'Pan' - elif mode == "rotate": - self.display_mode = 'Rotate' - else: - self.display_mode = 'Normal' - - def Pan_Rotate_model(self, direction): - - if self.display_mode == 'Pan': - if direction == 'Up': - self.display.Pan(0, 10) - elif direction == 'Down': - self.display.Pan(0, -10) - elif direction == 'Left': - self.display.Pan(-10, 0) - elif direction == 'Right': - self.display.Pan(10, 0) - elif self.display_mode == 'Rotate': - if direction == 'Up': - self.display_y += 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Down': - self.display_y -= 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Left': - self.display_x -= 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Right': - self.display_x += 10 - self.display.Rotation(self.display_x, self.display_y) - else: - pass - - def retranslateUi(self): - _translate = QtCore.QCoreApplication.translate - self.btnInput.setToolTip(_translate("MainWindow", "Left Dock")) - self.btnInput.setText(_translate("MainWindow", "input")) - self.btnOutput.setToolTip(_translate("MainWindow", "Right Dock")) - self.btnOutput.setText(_translate("MainWindow", "...")) - self.btnTop.setToolTip(_translate("MainWindow", "Top View")) - self.btnTop.setText(_translate("MainWindow", "...")) - self.btnFront.setToolTip(_translate("MainWindow", "Front View")) - self.btnFront.setText(_translate("MainWindow", "...")) - self.btnSide.setToolTip(_translate("MainWindow", "Side View")) - self.btnSide.setText(_translate("MainWindow", "...")) - self.menuFile.setTitle(_translate("MainWindow", "File")) - self.menuEdit.setTitle(_translate("MainWindow", "Edit")) - self.menuView.setTitle(_translate("MainWindow", "View")) - self.menuHelp.setTitle(_translate("MainWindow", "Help")) - self.menuGraphics.setTitle(_translate("MainWindow", "Graphics")) - self.menuDB.setTitle(_translate("MainWindow", "Database")) - self.inputDock.setWindowTitle(_translate("MainWindow", "Input Dock")) - #self.pushButton.setText(_translate("MainWindow", "PushButton")) - self.btn_Reset.setToolTip(_translate("MainWindow", "Alt+R")) - self.btn_Reset.setText(_translate("MainWindow", "Reset")) - self.btn_Reset.setShortcut(_translate("MainWindow", "Alt+R")) - self.btn_Design.setToolTip(_translate("MainWindow", "Alt+D")) - self.btn_Design.setText(_translate("MainWindow", "Design")) - self.btn_Design.setShortcut(_translate("MainWindow", "Alt+D")) - self.outputDock.setWindowTitle(_translate("MainWindow", "Output Dock")) - self.btn_CreateDesign.setText(_translate("MainWindow", "Create Design Report")) - self.actionInput.setText(_translate("MainWindow", "Input")) - self.actionInput.setToolTip(_translate("MainWindow", "Input browser")) - self.actionInputwindow.setText(_translate("MainWindow", "inputwindow")) - self.actionNew.setText(_translate("MainWindow", "New")) - self.actionNew.setShortcut(_translate("MainWindow", "Ctrl+N")) - self.action_load_input.setText(_translate("MainWindow", "Load input")) - self.action_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - self.action_save_input.setText(_translate("MainWindow", "Save input")) - self.action_save_input.setIconText(_translate("MainWindow", "Save input")) - self.action_save_input.setShortcut(_translate("MainWindow", "Ctrl+S")) - self.actionSave_As.setText(_translate("MainWindow", "Save As")) - self.actionPrint.setText(_translate("MainWindow", "Print")) - self.actionCut.setText(_translate("MainWindow", "Cut")) - self.actionCut.setShortcut(_translate("MainWindow", "Ctrl+X")) - self.actionCopy.setText(_translate("MainWindow", "Copy")) - self.actionCopy.setShortcut(_translate("MainWindow", "Ctrl+C")) - self.actionPaste.setText(_translate("MainWindow", "Paste")) - self.actionPaste.setShortcut(_translate("MainWindow", "Ctrl+V")) - self.actionInput_Browser.setText(_translate("MainWindow", "Input Browser")) - self.actionOutput_Browser.setText(_translate("MainWindow", "Output Browser")) - self.actionAbout_Osdag.setText(_translate("MainWindow", "About Osdag")) - self.actionBeam.setText(_translate("MainWindow", "Beam")) - self.actionColumn.setText(_translate("MainWindow", "Column")) - self.actionFinplate.setText(_translate("MainWindow", "Finplate")) - self.actionBolt.setText(_translate("MainWindow", "Bolt")) - self.action2D_view.setText(_translate("MainWindow", "2D view")) - self.actionZoom_in.setText(_translate("MainWindow", "Zoom in")) - self.actionZoom_in.setShortcut(_translate("MainWindow", "Ctrl+I")) - self.actionZoom_out.setText(_translate("MainWindow", "Zoom out")) - self.actionZoom_out.setShortcut(_translate("MainWindow", "Ctrl+O")) - self.actionPan.setText(_translate("MainWindow", "Pan")) - self.actionPan.setShortcut(_translate("MainWindow", "Ctrl+P")) - self.actionRotate_3D_model.setText(_translate("MainWindow", "Rotate 3D model")) - self.actionRotate_3D_model.setShortcut(_translate("MainWindow", "Ctrl+R")) - self.submenuDownload_db.setTitle(_translate("MainWindow", "Download")) - self.actionDownload_column.setText(_translate("MainWindow", "\n\u2022 Column")) - self.actionDownload_beam.setText(_translate("MainWindow", "\n\u2022 Beam")) - self.actionDownload_channel.setText(_translate("MainWindow", "\n\u2022 Channel")) - self.actionDownload_angle.setText(_translate("MainWindow", "\n\u2022 Angle")) - self.actionReset_db.setText(_translate("MainWindow", "Reset")) - self.actionView_2D_on_XY.setText(_translate("MainWindow", "View 2D on XY")) - self.actionView_2D_on_YZ.setText(_translate("MainWindow", "View 2D on YZ")) - self.actionView_2D_on_ZX.setText(_translate("MainWindow", "View 2D on ZX")) - self.actionModel.setText(_translate("MainWindow", "Model")) - # self.actionEnlarge_font_size.setText(_translate("MainWindow", "Font")) - # self.actionReduce_font_size.setText(_translate("MainWindow", "Reduce font size")) - self.actionSave_3D_model.setText(_translate("MainWindow", "Save 3D model ")) - self.actionSave_3D_model.setShortcut(_translate("MainWindow", "Alt+3")) - self.actionSave_current_image.setText(_translate("MainWindow", "Save CAD image ")) - self.actionSave_current_image.setShortcut(_translate("MainWindow", "Alt+I")) - self.actionSave_log_messages.setText(_translate("MainWindow", "Save log messages")) - self.actionSave_log_messages.setShortcut(_translate("MainWindow", "Alt+M")) - self.actionCreate_design_report.setText(_translate("MainWindow", "Create design report")) - self.actionCreate_design_report.setShortcut(_translate("MainWindow", "Alt+C")) - self.actionQuit_fin_plate_design.setText(_translate("MainWindow", "Quit fin plate design")) - self.actionSave_Front_View.setText(_translate("MainWindow", "Save front view")) - self.actionSave_Front_View.setShortcut(_translate("MainWindow", "Alt+Shift+F")) - self.actionSave_Top_View.setText(_translate("MainWindow", "Save top view")) - self.actionSave_Top_View.setShortcut(_translate("MainWindow", "Alt+Shift+T")) - self.actionSave_Side_View.setText(_translate("MainWindow", "Save side view")) - self.actionSave_Side_View.setShortcut(_translate("MainWindow", "Alt+Shift+S")) - self.actionChange_bg_color.setText(_translate("MainWindow", "Change bg color")) - self.actionChange_background.setText(_translate("MainWindow", "Change background")) - self.actionDesign_examples.setText(_translate("MainWindow", "Design Examples")) - self.actionSample_Problems.setText(_translate("MainWindow", "Sample Problems")) - self.actionSample_Tutorials.setText(_translate("MainWindow", "Video Tutorials")) - self.actionAbout_Osdag_2.setText(_translate("MainWindow", "About Osdag")) - self.actionOsdag_Manual.setText(_translate("MainWindow", "Osdag Manual")) - self.actionAsk_Us_a_Question.setText(_translate("MainWindow", "Ask Us a Question")) - self.check_for_update.setText(_translate("MainWindow", "Check For Update")) - self.actionFAQ.setText(_translate("MainWindow", "FAQ")) - self.actionDesign_Preferences.setText(_translate("MainWindow", "Design Preferences")) - self.actionDesign_Preferences.setShortcut(_translate("MainWindow", "Alt+P")) - self.actionOsdagSectionModeller.setText(_translate("MainWindow", "Section Modeller")) - self.actionOsdagSectionModeller.setShortcut(_translate("MainWindow", "Alt+S")) - self.actionfinPlate_quit.setText(_translate("MainWindow", "Quit")) - self.actionfinPlate_quit.setShortcut(_translate("MainWindow", "Shift+Q")) - self.actio_load_input.setText(_translate("MainWindow", "Load input")) - self.actio_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - print("Done") - - # Function for hiding and showing input and output dock - def dockbtn_clicked(self, widget): - - '''(QWidget) -> None - This method dock and undock widget(QdockWidget) - ''' - - flag = widget.isHidden() - if (flag): - widget.show() - else: - widget.hide() - - def database_reset(self): - - conn = sqlite3.connect(PATH_TO_DATABASE) - tables = ["Columns", "Beams", "Angles", "Channels"] - text = "" - for table in tables: - query = "DELETE FROM "+str(table)+" WHERE Source = ?" - cursor = conn.execute(query, ('Custom',)) - text += str(table)+": "+str(cursor.rowcount)+" rows deleted. \n" - conn.commit() - cursor.close() - conn.close() - message = QMessageBox() - message.setWindowTitle('Successful') - message.addButton(message.Ok) - message.setText(text) - message.exec() - -# Function for showing Osdag Section Modeller popup - - def osdag_section_modeller(self): - self.OsdagSectionModeller=Ui_OsdagSectionModeller() - dialog = Dialog1() - self.OsdagSectionModeller.setupUi(dialog) - dialog.dialogShown.connect(self.set_dialog_size(dialog)) - dialog.exec_() - - def set_dialog_size(self,dialog): - def set_size(): - screen_resolution=QtWidgets.QDesktopWidget().screenGeometry() - if(screen_resolution.width()<1025): - measure=screen_resolution.height()-120 - dialog.resize(measure*45//39,measure) - - else: - dialog.resize(900,700) - mysize = dialog.geometry() - hpos = (screen_resolution.width() - mysize.width() ) / 2 - vpos = (screen_resolution.height() - mysize.height() ) / 2 - dialog.move(hpos, vpos) - # dialog.resize(900,900) - # self.OsdagSectionModeller.OCCFrame.setMinimumSize(490,350) - self.OsdagSectionModeller.OCCWindow.setFocus() - return set_size - -class Dialog1(QtWidgets.QDialog): - dialogShown = QtCore.pyqtSignal() - def showEvent(self, event): - super(Dialog1, self).showEvent(event) - self.dialogShown.emit() - -from . import icons_rc -if __name__ == '__main__': - # set_osdaglogger() - - import sys - app = QtWidgets.QApplication(sys.argv) - MainWindow = QtWidgets.QMainWindow() - ui = Ui_ModuleWindow() - ui.setupUi(MainWindow) - MainWindow.show() - sys.exit(app.exec_()) diff --git a/gui/ui_template.ui b/gui/ui_template.ui deleted file mode 100644 index 38c17f274..000000000 --- a/gui/ui_template.ui +++ /dev/null @@ -1,9 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'gui/ui_template_try.py' -# -# Created by: PyQt5 UI code generator 5.13.0 -# -# WARNING! All changes made in this file will be lost! - - diff --git a/gui/ui_template_for_mac.py b/gui/ui_template_for_mac.py deleted file mode 100644 index e94ef9051..000000000 --- a/gui/ui_template_for_mac.py +++ /dev/null @@ -1,2975 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'app/gui/ui_template.ui' -# -# Created by: PyQt5 UI code generator 5.13.0 -# -# WARNING! All changes made in this file will be lost!\ - -from PyQt5 import QtCore, QtGui, QtWidgets -from design_report import reportGenerator - - -from PyQt5.QtGui import * -from PyQt5.QtWidgets import * -from PyQt5.QtCore import * -from gui.ui_tutorial import Ui_Tutorial -from gui.ui_aboutosdag import Ui_AboutOsdag -from gui.ui_ask_question import Ui_AskQuestion - -from design_type.connection.column_cover_plate import ColumnCoverPlate -# from PIL import Image -from texlive.Design_wrapper import init_display as init_display_off_screen -# from OCC.Display.backend import off -import os -import yaml -import json -import logging -from drawing_2D.Svg_Window import SvgWindow -import sys -import sqlite3 -import shutil -import openpyxl -# import pdfkit -import configparser -import pickle -# import cairosvg - -from update_version_check import Update -import pandas as pd - - - -from Common import * -from utils.common.component import * -from utils.common.Section_Properties_Calculator import * -from .customized_popup import Ui_Popup -# from .ui_summary_popup import Ui_Dialog1 -#from .ui_design_preferences import Ui_Dialog - -from gui.ui_summary_popup import Ui_Dialog1 -from design_report.reportGenerator import save_html -from .ui_OsdagSectionModeller import Ui_OsdagSectionModeller -#from .ui_design_preferences import DesignPreferences -from .UI_DESIGN_PREFERENCE import DesignPreferences -from design_type.connection.shear_connection import ShearConnection -from cad.common_logic import CommonDesignLogic -from OCC.Core.STEPControl import STEPControl_Writer, STEPControl_AsIs -from OCC.Core.Interface import Interface_Static_SetCVal -from OCC.Core.IFSelect import IFSelect_RetDone -from OCC.Core.StlAPI import StlAPI_Writer -from OCC.Core import BRepTools -from OCC.Core import IGESControl -from cad.cad3dconnection import cadconnection -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.column_cover_plate import ColumnCoverPlate -from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.seated_angle_connection import SeatedAngleConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.beam_cover_plate import BeamCoverPlate -from design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld -from design_type.connection.beam_end_plate import BeamEndPlate -from design_type.connection.column_end_plate import ColumnEndPlate -from design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld -from design_type.connection.base_plate_connection import BasePlateConnection -from design_type.tension_member.tension_bolted import Tension_bolted -from design_type.tension_member.tension_welded import Tension_welded -import logging -import subprocess -from get_DPI_scale import scale -from cad.cad3dconnection import cadconnection -from OCC.Display.backend import load_backend, get_qt_modules -from osdagMainSettings import backend_name -used_backend = load_backend(backend_name()) - -global display, start_display, app, _, USED_BACKEND -if 'qt' in used_backend: - from OCC.Display.qtDisplay import qtViewer3d - QtCore, QtGui, QtWidgets, QtOpenGL = get_qt_modules() - -# from OCC.Display.pyqt4Display import qtViewer3d -from OCC.Display.qtDisplay import qtViewer3d - -class MyTutorials(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Tutorial() - self.ui.setupUi(self) - - -class MyAboutOsdag(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AboutOsdag() - self.ui.setupUi(self) - - -class MyAskQuestion(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AskQuestion() - self.ui.setupUi(self) - - -class Ui_ModuleWindow(QtWidgets.QMainWindow): - resized = QtCore.pyqtSignal() - closed = QtCore.pyqtSignal() - - def __init__(self, main, folder, parent=None): - super(Ui_ModuleWindow, self).__init__(parent=parent) - resolution = QtWidgets.QDesktopWidget().screenGeometry() - width = resolution.width() - height = resolution.height() - self.resize(width * (0.75), height * (0.7)) - self.ui = Window() - self.ui.setupUi(self, main, folder) - # self.showMaximized() - # self.showNormal() - self.resized.connect(self.resize_dockComponents) - - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - def resizeEvent(self, event): - self.resized.emit() - return super(Ui_ModuleWindow, self).resizeEvent(event) - - def resize_dockComponents(self): - - posi = (3 / 4) * (self.height()) - - # Input Dock - width = self.ui.inputDock.width() - self.ui.inputDock.resize(width, self.height()) - self.ui.in_widget.resize(width, posi) - - self.ui.btn_Reset.move((width / 2) - 110, posi + 8) - self.ui.btn_Design.move((width / 2) + 17, posi + 8) - # self.ui.btn_Design.move(,posi+10) - - # Output Dock - width = self.ui.outputDock.width() - self.ui.outputDock.resize(width, self.height()) - self.ui.out_widget.resize(width, posi) - self.ui.btn_CreateDesign.move((width / 2) - (186 / 2), posi + 8) - self.ui.save_outputDock.move((width / 2) - (186 / 2), posi + 52) - - # Designed model - self.ui.splitter.setSizes([0.85 * posi, 0.15 * posi]) - self.ui.modelTab.setFocus() - self.ui.display.FitAll() - - def closeEvent(self, event): - ''' - Closing module window. - ''' - reply = QMessageBox.question(self, 'Message', - "Are you sure you want to quit?", QMessageBox.Yes, QMessageBox.No) - - if reply == QMessageBox.Yes: - logger = logging.getLogger('osdag') # Remove all the previous handlers - for handler in logger.handlers[:]: - logger.removeHandler(handler) - self.closed.emit() - event.accept() - else: - event.ignore() - -class Window(QMainWindow): - # closed = pyqtSignal() - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - def open_customized_popup(self, op, KEYEXISTING_CUSTOMIZED): - """ - Function to connect the customized_popup with the ui_template file - on clicking the customized option - """ - - # @author : Amir - - - self.window = QtWidgets.QDialog() - self.ui = Ui_Popup() - self.ui.setupUi(self.window) - self.ui.addAvailableItems(op, KEYEXISTING_CUSTOMIZED) - self.window.exec() - return self.ui.get_right_elements() - - def open_summary_popup(self, main): - - if not main.design_button_status: - QMessageBox.warning(self, 'Warning', 'No design created!') - return - - # if main.design_status: - # self.modelTab = qtViewer3d(self) - # self.mytabWidget.addTab(self.modelTab, "") - # self.show() - # self.modelTab.InitDriver() - # off_display = self.modelTab._display - # - # self.commLogicObj.display = off_display - # self.commLogicObj.display_3DModel("Model", "gradient_bg") - # # off_display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) - # off_display.ExportToImage('./ResourceFiles/images/3d.png') - # off_display.View_Front() - # off_display.FitAll() - # off_display.ExportToImage('./ResourceFiles/images/front.png') - # off_display.View_Top() - # off_display.FitAll() - # off_display.ExportToImage('./ResourceFiles/images/top.png') - # off_display.View_Right() - # off_display.FitAll() - # off_display.ExportToImage('./ResourceFiles/images/side.png') - # self.commLogicObj.display = self.display - - self.new_window = QtWidgets.QDialog(self) - self.new_ui = Ui_Dialog1(main.design_status,loggermsg=self.textEdit.toPlainText()) - self.new_ui.setupUi(self.new_window, main) - self.new_ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.new_window, self.new_ui.lbl_browse)) - self.new_ui.btn_saveProfile.clicked.connect(lambda: self.saveUserProfile(self.new_window)) - self.new_ui.btn_useProfile.clicked.connect(lambda: self.useUserProfile(self.new_window)) - self.new_window.exec() - # self.new_ui.btn_browse.clicked.connect(lambda: self.getLogoFilePath(self.new_ui.lbl_browse)) - # self.new_ui.btn_saveProfile.clicked.connect(self.saveUserProfile) - # self.new_ui.btn_useProfile.clicked.connect(self.useUserProfile) - - def getLogoFilePath(self, window, lblwidget): - - filename, _ = QFileDialog.getOpenFileName(window, "Open Image", os.path.join(str(' '), ''), "InputFiles(*.png *.svg *.jpg)") - - # filename, _ = QFileDialog.getOpenFileName( - # self, 'Open File', " ../../", - # 'Images (*.png *.svg *.jpg)', - # None, QFileDialog.DontUseNativeDialog) - if filename == '': - return False - else: - # base = os.path.basename(str(filename)) - lblwidget.setText(str(filename)) - # base_type = base[-4:] - # self.desired_location(filename, base_type) - - return str(filename) - - # def desired_location(self, filename, base_type): - # if base_type == ".svg": - # cairosvg.svg2png(file_obj=filename, - # write_to=os.path.join(str(self.folder), "images_html", "cmpylogoFin.png")) - # else: - # shutil.copyfile(filename, os.path.join(str(self.folder), "images_html", "cmpylogoFin.png")) - - def saveUserProfile(self, window): - - inputData = self.getPopUpInputs() - filename, _ = QFileDialog.getSaveFileName(window, 'Save Files', - os.path.join(str(self.folder), "Profile"), '*.txt') - if filename == '': - return False - else: - infile = open(filename, 'w') - yaml.dump(inputData, infile) - infile.close() - - def getPopUpInputs(self): - input_summary = {} - input_summary["ProfileSummary"] = {} - input_summary["ProfileSummary"]["CompanyName"] = str(self.new_ui.lineEdit_companyName.text()) - input_summary["ProfileSummary"]["CompanyLogo"] = str(self.new_ui.lbl_browse.text()) - input_summary["ProfileSummary"]["Group/TeamName"] = str(self.new_ui.lineEdit_groupName.text()) - input_summary["ProfileSummary"]["Designer"] = str(self.new_ui.lineEdit_designer.text()) - - # input_summary["ProjectTitle"] = str(self.new_ui.lineEdit_projectTitle.text()) - # input_summary["Subtitle"] = str(self.new_ui.lineEdit_subtitle.text()) - # input_summary["JobNumber"] = str(self.new_ui.lineEdit_jobNumber.text()) - # input_summary["AdditionalComments"] = str(self.new_ui.txt_additionalComments.toPlainText()) - # input_summary["Client"] = str(self.new_ui.lineEdit_client.text()) - - return input_summary - - def useUserProfile(self, window): - - filename, _ = QFileDialog.getOpenFileName(window, 'Open Files', - os.path.join(str(self.folder), "Profile"), - '*.txt') - if os.path.isfile(filename): - outfile = open(filename, 'r') - reportsummary = yaml.safe_load(outfile) - self.new_ui.lineEdit_companyName.setText(reportsummary["ProfileSummary"]['CompanyName']) - self.new_ui.lbl_browse.setText(reportsummary["ProfileSummary"]['CompanyLogo']) - self.new_ui.lineEdit_groupName.setText(reportsummary["ProfileSummary"]['Group/TeamName']) - self.new_ui.lineEdit_designer.setText(reportsummary["ProfileSummary"]['Designer']) - - else: - pass - - def design_examples(self): - root_path = os.path.join('ResourceFiles', 'design_example', '_build', 'html') - for html_file in os.listdir(root_path): - # if html_file.startswith('index'): - print(os.path.splitext(html_file)[1]) - if os.path.splitext(html_file)[1] == '.html': - if sys.platform == ("win32" or "win64"): - os.startfile(os.path.join(root_path, html_file)) - else: - opener ="open" if sys.platform == "darwin" else "xdg-open" - subprocess.call([opener, "%s/%s" % (root_path, html_file)]) - - def get_validator(self, validator): - if validator == 'Int Validator': - return QIntValidator() - elif validator == 'Double Validator': - return QDoubleValidator() - else: - return None - - def setupUi(self, MainWindow, main,folder): - self.design_inputs = {} - self.prev_inputs = {} - self.input_dock_inputs = {} - self.design_pref_inputs = {} - self.folder = folder - self.display_mode = 'Normal' - self.display_x = 90 - self.display_y = 90 - self.ui_loaded = False - main.design_status = False - main.design_button_status = False - MainWindow.setObjectName("MainWindow") - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/Osdag.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - MainWindow.setWindowIcon(icon) - MainWindow.setIconSize(QtCore.QSize(20, 2)) - self.centralwidget = QtWidgets.QWidget(MainWindow) - self.centralwidget.setObjectName("centralwidget") - self.verticalLayout_2 = QtWidgets.QVBoxLayout(self.centralwidget) - self.verticalLayout_2.setObjectName("verticalLayout_2") - self.frame = QtWidgets.QFrame(self.centralwidget) - self.frame.setMinimumSize(QtCore.QSize(0, 28)) - self.frame.setMaximumSize(QtCore.QSize(16777215, 28)) - self.frame.setFrameShape(QtWidgets.QFrame.NoFrame) - self.frame.setFrameShadow(QtWidgets.QFrame.Raised) - self.frame.setObjectName("frame_") - - self.btnInput = QtWidgets.QToolButton(self.frame) - self.btnInput.setGeometry(QtCore.QRect(0, 0, 28, 28)) - self.btnInput.setFocusPolicy(QtCore.Qt.TabFocus) - self.btnInput.setLayoutDirection(QtCore.Qt.LeftToRight) - icon1 = QtGui.QIcon() - icon1.addPixmap(QtGui.QPixmap(":/newPrefix/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnInput.setIcon(icon1) - self.btnInput.setIconSize(QtCore.QSize(18, 18)) - self.btnInput.setObjectName("btnInput") - - self.btnOutput = QtWidgets.QToolButton(self.frame) - self.btnOutput.setGeometry(QtCore.QRect(30, 0, 28, 28)) - self.btnOutput.setFocusPolicy(QtCore.Qt.TabFocus) - #self.pushButton = QtWidgets.QPushButton(self.centralwidget) - #self.pushButton.setGeometry(QtCore.QRect(440, 412, 111, 51)) - #self.pushButton.setObjectName("pushButton") - icon2 = QtGui.QIcon() - icon2.addPixmap(QtGui.QPixmap(":/newPrefix/images/output.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnOutput.setIcon(icon2) - self.btnOutput.setIconSize(QtCore.QSize(18, 18)) - self.btnOutput.setObjectName("btnOutput") - - self.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.inputDock)) - self.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.outputDock)) - - self.btnTop = QtWidgets.QToolButton(self.frame) - self.btnTop.setGeometry(QtCore.QRect(160, 0, 28, 28)) - self.btnTop.setFocusPolicy(QtCore.Qt.TabFocus) - icon3 = QtGui.QIcon() - icon3.addPixmap(QtGui.QPixmap(":/newPrefix/images/X-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnTop.setIcon(icon3) - self.btnTop.setIconSize(QtCore.QSize(22, 22)) - self.btnTop.setObjectName("btnTop") - self.btnFront = QtWidgets.QToolButton(self.frame) - self.btnFront.setGeometry(QtCore.QRect(100, 0, 28, 28)) - self.btnFront.setFocusPolicy(QtCore.Qt.TabFocus) - icon4 = QtGui.QIcon() - icon4.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-X.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnFront.setIcon(icon4) - self.btnFront.setIconSize(QtCore.QSize(22, 22)) - self.btnFront.setObjectName("btnFront") - self.btnSide = QtWidgets.QToolButton(self.frame) - self.btnSide.setGeometry(QtCore.QRect(130, 0, 28, 28)) - self.btnSide.setFocusPolicy(QtCore.Qt.TabFocus) - icon5 = QtGui.QIcon() - icon5.addPixmap(QtGui.QPixmap(":/newPrefix/images/Z-Y.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.btnSide.setIcon(icon5) - self.btnSide.setIconSize(QtCore.QSize(22, 22)) - self.btnSide.setObjectName("btnSide") - """ - To get 3d component checkbox details from modules - """ - i = 0 - for component in main.get_3d_components(main): - checkBox = QtWidgets.QCheckBox(self.frame) - checkBox.setGeometry(QtCore.QRect(230 + i, 0, 110, 29)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(11) - font.setBold(True) - font.setWeight(75) - checkBox.setFont(font) - checkBox.setFocusPolicy(QtCore.Qt.TabFocus) - checkBox.setObjectName(component[0]) - checkBox.setText(component[0]) - checkBox.setDisabled(True) - function_name = component[1] - self.chkbox_connect(main, checkBox, function_name) - checkBox.resize(checkBox.sizeHint()) - i += (checkBox.sizeHint().width() + 5) - - self.verticalLayout_2.addWidget(self.frame) - self.splitter = QtWidgets.QSplitter(self.centralwidget) - self.splitter.setOrientation(QtCore.Qt.Vertical) - self.splitter.setObjectName("splitter") - # self.frame_2 = QtWidgets.QFrame(self.splitter) - # self.frame_2.setMinimumSize(QtCore.QSize(0, 100)) - # self.frame_2.setFrameShape(QtWidgets.QFrame.Box) - # self.frame_2.setFrameShadow(QtWidgets.QFrame.Raised) - # #self.frame_2.setLineWidth(1) - # #self.frame_2.setMidLineWidth(1) - # self.frame_2.setObjectName("frame_2") - # self.verticalLayout = QtWidgets.QVBoxLayout(self.frame_2) - # self.verticalLayout.setContentsMargins(1, 1, 1, 1) - # self.verticalLayout.setObjectName("verticalLayout") - self.mytabWidget = QtWidgets.QTabWidget(self.splitter) - self.mytabWidget.setMinimumSize(QtCore.QSize(0, 450)) - font = QtGui.QFont() - font.setPointSize(8) - font.setBold(True) - font.setItalic(True) - font.setWeight(75) - self.mytabWidget.setFont(font) - self.mytabWidget.setFocusPolicy(QtCore.Qt.NoFocus) - self.mytabWidget.setStyleSheet("QTabBar::tab { height: 75px; width: 1px; }") - self.mytabWidget.setTabPosition(QtWidgets.QTabWidget.East) - self.mytabWidget.setObjectName("mytabWidget") - # self.verticalLayout.addWidget(self.mytabWidget) - self.textEdit = QtWidgets.QTextEdit(self.splitter) - # self.textEdit.setMinimumSize(QtCore.QSize(0, 125)) - # self.textEdit.setMaximumSize(QtCore.QSize(16777215, 16777215)) - self.textEdit.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOn) - self.textEdit.setReadOnly(True) - self.textEdit.setOverwriteMode(True) - self.textEdit.setObjectName("textEdit") - - self.mytabWidget.setMinimumSize(0, 0) - self.textEdit.setMinimumSize(0, 0) - self.splitter.addWidget(self.mytabWidget) - self.splitter.addWidget(self.textEdit) - self.splitter.setStretchFactor(1, 1) - - main.set_osdaglogger(self.textEdit) - # self.textEdit.setStyleSheet("QTextEdit {color:red}") - self.verticalLayout_2.addWidget(self.splitter) - MainWindow.setCentralWidget(self.centralwidget) - self.menubar = QtWidgets.QMenuBar(MainWindow) - self.menubar.setGeometry(QtCore.QRect(0, 0, 1328, 21)) - self.menubar.setStyleSheet("") - self.menubar.setNativeMenuBar(False) - self.menubar.setObjectName("menubar") - self.menuFile = QtWidgets.QMenu(self.menubar) - - self.menuFile.setObjectName("menuFile") - self.menuEdit = QtWidgets.QMenu(self.menubar) - - self.menuEdit.setObjectName("menuEdit") - self.menuView = QtWidgets.QMenu(self.menubar) - - self.menuView.setObjectName("menuView") - self.menuHelp = QtWidgets.QMenu(self.menubar) - - self.menuHelp.setObjectName("menuHelp") - self.menuGraphics = QtWidgets.QMenu(self.menubar) - - self.menuGraphics.setObjectName("menuGraphics") - self.menuDB = QtWidgets.QMenu(self.menubar) - - self.menuDB.setObjectName("menuDB") - MainWindow.setMenuBar(self.menubar) - - #################################################################### - # INPUT DOCK - ##################################################################### - # @author : Umair - - self.inputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.inputDock.sizePolicy().hasHeightForWidth()) - #self.inputDock.setSizePolicy(sizePolicy) - #self.inputDock.setMinimumSize(QtCore.QSize(320, 710)) - #self.inputDock.setMaximumSize(QtCore.QSize(310, 710)) - #self.inputDock.setBaseSize(QtCore.QSize(310, 710)) - #self.inputDock.setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - font.setBold(True) - font.setItalic(False) - font.setWeight(75) - self.inputDock.setFont(font) - self.inputDock.setFloating(False) - self.inputDock.setFeatures(QtWidgets.QDockWidget.AllDockWidgetFeatures) - self.inputDock.setObjectName("inputDock") - self.dockWidgetContents = QtWidgets.QWidget() - self.dockWidgetContents.setObjectName("dockWidgetContents") - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - palette = QtGui.QPalette() - brush = QtGui.QBrush(QtGui.QColor(0, 0, 127)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Active, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Inactive, QtGui.QPalette.Link, brush) - brush = QtGui.QBrush(QtGui.QColor(0, 0, 255)) - brush.setStyle(QtCore.Qt.SolidPattern) - palette.setBrush(QtGui.QPalette.Disabled, QtGui.QPalette.Link, brush) - - self.in_widget = QtWidgets.QWidget(self.dockWidgetContents) - #sself.in_widget.setGeometry(QtCore.QRect(0, 0, 325, 600)) - in_layout1 = QtWidgets.QVBoxLayout(self.in_widget) - in_scroll = QScrollArea(self.in_widget) - in_layout1.addWidget(in_scroll) - in_scroll.setWidgetResizable(True) - in_scrollcontent = QtWidgets.QWidget(in_scroll) - in_layout2 = QtWidgets.QGridLayout(in_scrollcontent) - in_scrollcontent.setLayout(in_layout2) - #in_scroll.horizontalScrollBar().hide() - in_scroll.setHorizontalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOff) - in_scroll.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - - input_dp_conn_list = main.input_dictionary_without_design_pref(main) - input_dp_conn_list = [i[0] for i in input_dp_conn_list if i[2] == "Input Dock"] - print(input_dp_conn_list) - - """ - This routine takes the returned list from input_values function of corresponding module - and creates the specified QT widgets, [Ref input_values function is any module for details] - """ - option_list = main.input_values(self) - _translate = QtCore.QCoreApplication.translate - - i = 0 - j = 1 - maxi_width_left, maxi_width_right = -1, -1 - for option in option_list: - lable = option[1] - type = option[2] - if type not in [TYPE_TITLE, TYPE_IMAGE, TYPE_MODULE, TYPE_IMAGE_COMPRESSION]: - l = QtWidgets.QLabel(self.dockWidgetContents) - - # if option[0] in [KEY_MOMENT_MAJOR, KEY_MOMENT_MINOR] and module == KEY_DISP_BASE_PLATE: - # l.setGeometry(QtCore.QRect(16, 10 + i, 120, 25)) - # else: - #l.setGeometry(QtCore.QRect(6, 10 + i, 120, 25)) - - #l.setGeometry(QtCore.QRect(6, 10 + i, 120, 25)) - - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - l.setFont(font) - l.setObjectName(option[0] + "_label") - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - #l.setFixedSize(l.size()) - in_layout2.addWidget(l, j, 1, 1, 1) - metrices = QtGui.QFontMetrics(font) - maxi_width_left = max(maxi_width_left, metrices.boundingRect(lable).width() + 8) - - - if type == TYPE_COMBOBOX or type == TYPE_COMBOBOX_CUSTOMIZED: - combo = QtWidgets.QComboBox(self.dockWidgetContents) - #combo.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - combo.setFont(font) - combo.view().setVerticalScrollBarPolicy(Qt.ScrollBarAsNeeded) - combo.setStyleSheet("QComboBox { combobox-popup: 0; }") - combo.setMaxVisibleItems(5) - combo.setObjectName(option[0]) - if option[0] in input_dp_conn_list: - self.input_dp_connection(combo) - metrices = QtGui.QFontMetrics(font) - item_width = 10 - - for item in option[3]: - - combo.addItem(item) - item_width = max(item_width, metrices.boundingRect(item).width()) - in_layout2.addWidget(combo, j, 2, 1, 1) - - if lable == 'Material': - combo.setCurrentIndex(1) - maxi_width_right = max(maxi_width_right+8, item_width) - combo.view().setMinimumWidth(item_width + 25) - - if type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(self.dockWidgetContents) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - r.setFont(font) - r.setObjectName(option[0]) - if option[0] in input_dp_conn_list: - self.input_dp_connection(r) - # if option[0] in [KEY_MOMENT_MAJOR, KEY_MOMENT_MINOR] and module == KEY_DISP_BASE_PLATE: - # r.setGeometry(QtCore.QRect(160, 10 + i, 150, 27)) - # r.setDisabled(True) - # else: - - #r.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - r.setEnabled(True if option[4] else False) - if option[5] != 'No Validator': - r.setValidator(self.get_validator(option[5])) - #r.setFixedSize(r.size()) - - # if option[0] in [KEY_MOMENT_MAJOR, KEY_MOMENT_MINOR, KEY_AXIAL_TENSION_BP] and module == KEY_DISP_BASE_PLATE: - # r.setGeometry(QtCore.QRect(160, 10 + i, 150, 27)) - # r.setDisabled(True) - # else: - # r.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - # r.setFixedSize(r.size()) - - in_layout2.addWidget(r, j, 2, 1, 1) - #maxi_width_right = max(maxi_width_right, 120) - - if type == TYPE_MODULE: - _translate = QtCore.QCoreApplication.translate - MainWindow.setWindowTitle(_translate("MainWindow", option[1])) - i = i - 30 - module = lable - j = j - 1 - - if type == TYPE_NOTE: - l = QtWidgets.QLineEdit(self.dockWidgetContents) - l.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(True) - font.setWeight(50) - l.setFont(font) - l.setAlignment(Qt.AlignHCenter) - l.setObjectName(option[0] + "_note") - # l.setText(_translate("MainWindow", "

    " + option[4] + "

    ")) - l.setText(option[3]) - l.setReadOnly(True) - l.setFixedSize(l.size()) - in_layout2.addWidget(l, j, 2, 1, 1) - - if type == TYPE_IMAGE: - im = QtWidgets.QLabel(self.dockWidgetContents) - im.setGeometry(QtCore.QRect(190, 10 + i, 100, 100)) - im.setObjectName(option[0]) - im.setScaledContents(True) - pixmap = QPixmap(option[3]) - im.setPixmap(pixmap) - i = i + 30 - im.setFixedSize(im.size()) - in_layout2.addWidget(im, j, 2, 1, 1) - - if type == TYPE_IMAGE_COMPRESSION: - imc = QtWidgets.QLabel(self.dockWidgetContents) - imc.setGeometry(QtCore.QRect(130, 10 + i, 160, 150)) - imc.setObjectName(option[0]) - imc.setScaledContents(True) - pixmapc = QPixmap(option[3]) - imc.setPixmap(pixmapc) - i = i + 30 - imc.setFixedSize(imc.size()) - in_layout2.addWidget(imc, j, 2, 1, 1) - -# <<<<<<< HEAD -# ======= -# if option[0] in [KEY_AXIAL, KEY_AXIAL_BP, KEY_SHEAR]: -# key = self.dockWidgetContents.findChild(QtWidgets.QWidget, option[0]) -# onlyInt = QIntValidator() -# key.setValidator(onlyInt) -# -# >>>>>>> 436f627ed59112463791456e6d1eceb9749f6d4c - if type == TYPE_TITLE: - q = QtWidgets.QLabel(self.dockWidgetContents) - #q.setGeometry(QtCore.QRect(3, 10 + i, 201, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setWeight(65) - q.setFont(font) - q.setObjectName("_title") - q.setText(_translate("MainWindow", - "

    " + lable + "

    ")) - q.setFixedSize(q.sizeHint().width(), q.sizeHint().height()) - in_layout2.addWidget(q, j, 1, 2, 2) - j = j + 1 - - i = i + 30 - j = j + 1 - in_layout2.setRowStretch(j+1, 10) - in_scroll.setWidget(in_scrollcontent) - - maxi_width = maxi_width_left + maxi_width_right - in_scrollcontent.setMinimumSize(maxi_width,in_scrollcontent.sizeHint().height()) - maxi_width += 82 - print('maxiwidth',maxi_width) - maxi_width = max(maxi_width, scale*350) # In case there is no widget - self.inputDock.setFixedWidth(maxi_width) - self.in_widget.setFixedWidth( maxi_width) - for option in option_list: - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, option[0]) - - if option[0] in RED_LIST: - red_list_set = set(red_list_function()) - current_list_set = set(option[3]) - current_red_list = list(current_list_set.intersection(red_list_set)) - - for value in current_red_list: - indx = option[3].index(str(value)) - key.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - - ############################### - # Customized option in Combobox - ############################### - # @author: Amir - """ - This routine takes both customized_input list and input_value_changed list. - Customized input list is the list displayed in popup, when "Customized" option is clicked. - input_value_Changed is the list of keys whose values depend on values of other keys in input dock. - The function which returns customized_input values takes no arguments. - But if a key is common in both customized input and input value changed, it takes argument as specified in - input value changed. - Here, on_change_key_popup gives list of keys which are common in both and needs an input argument. - Since, we don't know how may customized popups can be used in a module we have provided, - "triggered.connect" for up to 10 customized popups - """ - - new_list = main.customized_input(main) - updated_list = main.input_value_changed(main) - data = {} - - d = {} - if new_list != []: - for t in new_list: - Combobox_key = t[0] - d[Combobox_key] = self.dockWidgetContents.findChild(QtWidgets.QWidget, t[0]) - if updated_list != None: - onchange_key_popup = [item for item in updated_list if item[1] == t[0]] - arg_list = [] - if onchange_key_popup != []: - for change_key in onchange_key_popup[0][0]: - arg_list.append(self.dockWidgetContents.findChild(QtWidgets.QWidget, change_key).currentText()) - data[t[0] + "_customized"] = t[1](arg_list) - else: - data[t[0] + "_customized"] = t[1]() - else: - data[t[0] + "_customized"] = t[1]() - try: - d.get(new_list[0][0]).activated.connect(lambda: self.popup(d.get(new_list[0][0]), new_list,updated_list,data)) - d.get(new_list[1][0]).activated.connect(lambda: self.popup(d.get(new_list[1][0]), new_list,updated_list,data)) - d.get(new_list[2][0]).activated.connect(lambda: self.popup(d.get(new_list[2][0]), new_list,updated_list,data)) - d.get(new_list[3][0]).activated.connect(lambda: self.popup(d.get(new_list[3][0]), new_list,updated_list,data)) - d.get(new_list[4][0]).activated.connect(lambda: self.popup(d.get(new_list[4][0]), new_list,updated_list,data)) - d.get(new_list[5][0]).activated.connect(lambda: self.popup(d.get(new_list[5][0]), new_list,updated_list,data)) - d.get(new_list[6][0]).activated.connect(lambda: self.popup(d.get(new_list[6][0]), new_list,updated_list,data)) - d.get(new_list[7][0]).activated.connect(lambda: self.popup(d.get(new_list[7][0]), new_list,updated_list,data)) - d.get(new_list[8][0]).activated.connect(lambda: self.popup(d.get(new_list[8][0]), new_list,updated_list,data)) - d.get(new_list[9][0]).activated.connect(lambda: self.popup(d.get(new_list[9][0]), new_list,updated_list,data)) - d.get(new_list[10][0]).activated.connect(lambda: self.popup(d.get(new_list[10][0]), new_list,updated_list,data)) - except IndexError: - pass - - # Change in Ui based on Connectivity selection - ############################################## - """ This routine is for "on change" feature. When ever base key is changed all their corresponding - on_change keys should change. input_value_changed written for each module gives this information in form of list - of tuples [ref input_value_Changed in any module for detailed description]""" - if updated_list is None: - pass - else: - for t in updated_list: - for key_name in t[0]: - key_changed = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - self.on_change_connect(key_changed, updated_list, data, main) - - self.btn_Reset = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Reset.setGeometry(QtCore.QRect((maxi_width/2)-110, 650, 100, 35)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(True) - font.setWeight(65) - self.btn_Reset.setFont(font) - self.btn_Reset.setAutoDefault(True) - self.btn_Reset.setObjectName("btn_Reset") - - self.btn_Design = QtWidgets.QPushButton(self.dockWidgetContents) - self.btn_Design.setGeometry(QtCore.QRect((maxi_width/2)+10, 650, 100, 35)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(True) - font.setWeight(65) - self.btn_Design.setFont(font) - self.btn_Design.setAutoDefault(True) - self.btn_Design.setObjectName("btn_Design") - self.inputDock.setWidget(self.dockWidgetContents) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(1), self.inputDock) - - ############################################## - # OUTPUT DOCK - ############################################## - """ - - @author: Umair - - """ - out_list = main.output_values(main, False) - - #maxi_width = max([QtGui.QFontMetrics(font).boundingRect(option[1]).width() for option in out_list if option[2] not in [TYPE_TITLE, TYPE_IMAGE, TYPE_MODULE]]) - self.outputDock = QtWidgets.QDockWidget(MainWindow) - sizePolicy = QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Preferred, QtWidgets.QSizePolicy.Preferred) - sizePolicy.setHorizontalStretch(1) - sizePolicy.setVerticalStretch(0) - sizePolicy.setHeightForWidth(self.outputDock.sizePolicy().hasHeightForWidth()) - self.outputDock.setSizePolicy(sizePolicy) - #self.outputDock.setMinimumSize(QtCore.QSize(400, 710)) - #self.outputDock.setMaximumSize(QtCore.QSize(maxi_width+220, 710)) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - font.setBold(True) - font.setWeight(75) - self.outputDock.setFont(font) - self.outputDock.setObjectName("outputDock") - - self.dockWidgetContents_out = QtWidgets.QWidget() - self.dockWidgetContents_out.setObjectName("dockWidgetContents_out") - - self.out_widget = QtWidgets.QWidget(self.dockWidgetContents_out) - #self.out_widget.setGeometry(QtCore.QRect(0, 0, 400, 600)) - out_layout1 = QtWidgets.QVBoxLayout(self.out_widget) - out_scroll = QScrollArea(self.out_widget) - out_layout1.addWidget(out_scroll) - out_scroll.setWidgetResizable(True) - out_scroll.horizontalScrollBar().hide() - out_scrollcontent = QtWidgets.QWidget(out_scroll) - out_layout2 = QtWidgets.QGridLayout(out_scrollcontent) - out_scrollcontent.setLayout(out_layout2) - #out_scroll.horizontalScrollBar().hide() - _translate = QtCore.QCoreApplication.translate - - """ - This routine takes the inputs from output_values function from the corresponding module file - and create specified QT widgets - """ - - i = 0 - j = 1 - button_list = [] - maxi_width_left, maxi_width_right = -1, -1 - self.output_title_fields = {} - key = None - current_key = None - fields = 0 - title_repeat = 1 - for option in out_list: - lable = option[1] - output_type = option[2] - if output_type not in [TYPE_TITLE, TYPE_IMAGE, TYPE_MODULE]: - l = QtWidgets.QLabel(self.dockWidgetContents_out) - #l.setGeometry(QtCore.QRect(6, 10 + i, maxi_width , 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - l.setFont(font) - l.setObjectName(option[0] + "_label") - l.resize(l.sizeHint().width(), l.sizeHint().height()) - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - out_layout2.addWidget(l, j, 1, 1, 1) - l.setVisible(True if option[4] else False) - metrices = QtGui.QFontMetrics(font) - maxi_width_left = max(metrices.boundingRect(lable).width() + 8, maxi_width_left) - #l.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - # if option[0] == KEY_OUT_ANCHOR_BOLT_TENSION and module == KEY_DISP_BASE_PLATE: - # l.setVisible(False) - - if output_type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(self.dockWidgetContents_out) - - #r.setGeometry(QtCore.QRect(100, 10 + i, 150, 27)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - r.setFont(font) - r.setObjectName(option[0]) - r.setReadOnly(True) - - #r.setFixedSize(r.size()) - out_layout2.addWidget(r, j, 2, 1, 1) - r.setVisible(True if option[4] else False) - fields += 1 - self.output_title_fields[current_key][1] = fields - maxi_width_right = max(maxi_width_right, 100) # predefined minimum width of 110 for textboxes - #r.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - # if option[0] == KEY_OUT_ANCHOR_BOLT_TENSION and module == KEY_DISP_BASE_PLATE: - # r.setVisible(False) - - if output_type == TYPE_OUT_BUTTON: - v = option[3] - b = QtWidgets.QPushButton(self.dockWidgetContents_out) - - #b.setGeometry(QtCore.QRect(150, 10 + i, 150, 27)) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(False) - font.setWeight(50) - b.setFont(font) - b.setObjectName(option[0]) - #b.setFixedSize(b.size()) - b.resize(b.sizeHint().width(), b.sizeHint().height()+100) - b.setText(v[0]) - b.setDisabled(True) - fields += 1 - self.output_title_fields[current_key][1] = fields - #b.setFixedSize(b.size()) - button_list.append(option) - out_layout2.addWidget(b, j, 2, 1, 1) - maxi_width_right = max(maxi_width_right, b.sizeHint().width()) - #b.clicked.connect(lambda: self.output_button_dialog(main, out_list)) - - if output_type == TYPE_TITLE: - key = lable - - q = QtWidgets.QLabel(self.dockWidgetContents_out) - - #q.setGeometry(QtCore.QRect(3, 10 + i, 201, 25)) - font = QtGui.QFont() - font.setPointSize(10) - font.setWeight(65) - q.setFont(font) - q.setObjectName("_title") - q.setVisible(True if option[4] else False) - #q.setFixedSize(q.size()) - q.setText(_translate("MainWindow", - "

    " + lable + "

    ")) - q.resize(q.sizeHint().width(), q.sizeHint().height()) - # q.setVisible(True if option[4] else False) - if key: - fields = 0 - current_key = key - if key in self.output_title_fields.keys(): - self.output_title_fields.update({key+str(title_repeat): [q, fields]}) - title_repeat +=1 - else: - self.output_title_fields.update({key: [q, fields]}) - out_layout2.addWidget(q, j, 1, 2, 2) - j = j + 1 - i = i + 30 - j = j + 1 - out_layout2.setRowStretch(j+1, 10) - out_scroll.setWidget(out_scrollcontent) - maxi_width = maxi_width_left + maxi_width_right - - maxi_width += 80 # +73 coz of whitespaces - maxi_width = max(maxi_width, scale*350) # in case no widget - out_scroll.setHorizontalScrollBarPolicy(QtCore.Qt.ScrollBarAlwaysOff) - out_scroll.setVerticalScrollBarPolicy(QtCore.Qt.ScrollBarAsNeeded) - - self.outputDock.setFixedWidth(maxi_width) - self.out_widget.setFixedWidth(maxi_width) - self.outputDock.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - self.out_widget.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum,QtWidgets.QSizePolicy.Maximum)) - # common_button = QtWidgets.QPushButton() - # d = { - # 'Button_1': common_button, - # 'Button_2': common_button, - # 'Button_3': common_button, - # 'Button_4': common_button, - # 'Button_5': common_button, - # 'Button_6': common_button - # } - # - # print(button_list) - - # Case_1 - - # for option in button_list: - # for i in d.keys(): - # button = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]) - # if button not in d.values() and d[i] not in self.dockWidgetContents_out.children(): - # d[i] = button - # d['Button_1'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_1'])) - # d['Button_2'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_2'])) - # d['Button_3'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_3'])) - # d['Button_4'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_4'])) - # d['Button_5'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_5'])) - # d['Button_6'].clicked.connect(lambda: self.output_button_dialog(main, button_list, d['Button_6'])) - - # Case_2 - - - if button_list: - for button_key in button_list: - button = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, button_key[0]) - self.output_button_connect(main, button_list, button) - - """ UI code for other output dock widgets like create design report button etc.""" - self.outputDock.setWidget(self.dockWidgetContents_out) - MainWindow.addDockWidget(QtCore.Qt.DockWidgetArea(2), self.outputDock) - self.btn_CreateDesign = QtWidgets.QPushButton(self.dockWidgetContents_out) - self.save_outputDock = QtWidgets.QPushButton(self.dockWidgetContents_out) - - self.btn_CreateDesign.setFixedSize(185, 35) - self.save_outputDock.setFixedSize(185, 35) - self.btn_CreateDesign.setAutoDefault(True) - font = QtGui.QFont() - font.setPointSize(10) - font.setBold(True) - font.setWeight(65) - self.btn_CreateDesign.setFont(font) - self.btn_CreateDesign.setObjectName("btn_CreateDesign") - self.save_outputDock.setFont(font) - self.save_outputDock.setObjectName("save_outputDock") - self.save_outputDock.setText("Save Output") - self.save_outputDock.clicked.connect(self.save_output_to_csv(main)) - # self.btn_CreateDesign.clicked.connect(self.createDesignReport(main)) - - ################################## - # Menu UI - ################################## - self.actionInput = QtWidgets.QAction(MainWindow) - icon7 = QtGui.QIcon() - icon7.addPixmap(QtGui.QPixmap(":/images/input.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInput.setIcon(icon7) - self.actionInput.setObjectName("actionInput") - self.actionInputwindow = QtWidgets.QAction(MainWindow) - icon8 = QtGui.QIcon() - icon8.addPixmap(QtGui.QPixmap(":/images/inputview.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - self.actionInputwindow.setIcon(icon8) - self.actionInputwindow.setObjectName("actionInputwindow") - self.actionNew = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setBold(False) - font.setItalic(False) - font.setUnderline(False) - font.setWeight(50) - self.actionNew.setFont(font) - self.actionNew.setObjectName("actionNew") - self.action_load_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - self.action_load_input.setFont(font) - self.action_load_input.setObjectName("action_load_input") - self.action_save_input = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.action_save_input.setFont(font) - self.action_save_input.setObjectName("action_save_input") - self.actionSave_As = QtWidgets.QAction(MainWindow) - self.actionSave_As.setObjectName("actionSave_As") - self.actionPrint = QtWidgets.QAction(MainWindow) - self.actionPrint.setObjectName("actionPrint") - self.actionCut = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCut.setFont(font) - self.actionCut.setObjectName("actionCut") - self.actionCopy = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCopy.setFont(font) - self.actionCopy.setObjectName("actionCopy") - self.actionPaste = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPaste.setFont(font) - self.actionPaste.setObjectName("actionPaste") - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser = QtWidgets.QAction(MainWindow) - self.actionInput_Browser.setObjectName("actionInput_Browser") - self.actionOutput_Browser = QtWidgets.QAction(MainWindow) - self.actionOutput_Browser.setObjectName("actionOutput_Browser") - self.actionAbout_Osdag = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionAbout_Osdag.setFont(font) - self.actionAbout_Osdag.setObjectName("actionAbout_Osdag") - self.actionBeam = QtWidgets.QAction(MainWindow) - self.actionBeam.setObjectName("actionBeam") - self.actionColumn = QtWidgets.QAction(MainWindow) - self.actionColumn.setObjectName("actionColumn") - self.actionFinplate = QtWidgets.QAction(MainWindow) - self.actionFinplate.setObjectName("actionFinplate") - self.actionBolt = QtWidgets.QAction(MainWindow) - self.actionBolt.setObjectName("actionBolt") - self.action2D_view = QtWidgets.QAction(MainWindow) - self.action2D_view.setObjectName("action2D_view") - self.actionZoom_in = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_in.setFont(font) - self.actionZoom_in.setObjectName("actionZoom_in") - self.actionZoom_out = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionZoom_out.setFont(font) - self.actionZoom_out.setObjectName("actionZoom_out") - self.actionPan = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionPan.setFont(font) - self.actionPan.setObjectName("actionPan") - self.actionRotate_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionRotate_3D_model.setFont(font) - self.actionRotate_3D_model.setObjectName("actionRotate_3D_model") - self.submenuDownload_db = QtWidgets.QMenu(MainWindow) - self.submenuDownload_db.setFont(font) - self.submenuDownload_db.setObjectName("submenuDownload_db") - self.actionDownload_column = QtWidgets.QAction(MainWindow) - self.actionDownload_column.setFont(font) - self.actionDownload_column.setObjectName("actionDownload_column") - self.actionDownload_beam = QtWidgets.QAction(MainWindow) - self.actionDownload_beam.setFont(font) - self.actionDownload_beam.setObjectName("actionDownload_beam") - self.actionDownload_channel = QtWidgets.QAction(MainWindow) - self.actionDownload_channel.setFont(font) - self.actionDownload_channel.setObjectName("actionDownload_channel") - self.actionDownload_angle = QtWidgets.QAction(MainWindow) - self.actionDownload_angle.setFont(font) - self.actionDownload_angle.setObjectName("actionDownload_angle") - self.actionReset_db = QtWidgets.QAction(MainWindow) - self.actionReset_db.setFont(font) - self.actionReset_db.setObjectName("actionReset_db") - self.actionView_2D_on_XY = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_XY.setObjectName("actionView_2D_on_XY") - self.actionView_2D_on_YZ = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_YZ.setObjectName("actionView_2D_on_YZ") - self.actionView_2D_on_ZX = QtWidgets.QAction(MainWindow) - self.actionView_2D_on_ZX.setObjectName("actionView_2D_on_ZX") - self.actionModel = QtWidgets.QAction(MainWindow) - self.actionModel.setObjectName("actionModel") - self.actionEnlarge_font_size = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionEnlarge_font_size.setFont(font) - self.actionEnlarge_font_size.setObjectName("actionEnlarge_font_size") - self.actionReduce_font_size = QtWidgets.QAction(MainWindow) - self.actionReduce_font_size.setObjectName("actionReduce_font_size") - self.actionSave_3D_model = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_3D_model.setFont(font) - self.actionSave_3D_model.setObjectName("actionSave_3D_model") - self.actionSave_current_image = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_current_image.setFont(font) - self.actionSave_current_image.setObjectName("actionSave_current_image") - self.actionSave_log_messages = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_log_messages.setFont(font) - self.actionSave_log_messages.setObjectName("actionSave_log_messages") - self.actionCreate_design_report = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionCreate_design_report.setFont(font) - self.actionCreate_design_report.setObjectName("actionCreate_design_report") - self.actionQuit_fin_plate_design = QtWidgets.QAction(MainWindow) - self.actionQuit_fin_plate_design.setObjectName("actionQuit_fin_plate_design") - self.actionSave_Front_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Front_View.setFont(font) - self.actionSave_Front_View.setObjectName("actionSave_Front_View") - self.actionSave_Top_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Top_View.setFont(font) - self.actionSave_Top_View.setObjectName("actionSave_Top_View") - self.actionSave_Side_View = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionSave_Side_View.setFont(font) - self.actionSave_Side_View.setObjectName("actionSave_Side_View") - self.actionChange_bg_color = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("Verdana") - self.actionChange_bg_color.setFont(font) - self.actionChange_bg_color.setObjectName("actionChange_bg_color") - - self.menugraphics_component_list = [] - """ - This routine take the list of separate 3D components checkboxes to be displayed in the ribbon from - the corresponding module file - """ - for component in main.get_3d_components(main): - actionShow_component = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - font.setItalic(False) - actionShow_component.setFont(font) - actionShow_component.setObjectName(component[0]) - actionShow_component.setText(component[0]) - actionShow_component.setEnabled(False) - self.action_connect(main, actionShow_component, component[1]) - self.menugraphics_component_list.append(actionShow_component) - - self.actionChange_background = QtWidgets.QAction(MainWindow) - font = QtGui.QFont() - font.setFamily("DejaVu Sans") - self.actionChange_background.setFont(font) - self.actionChange_background.setObjectName("actionChange_background") - # self.actionShow_all = QtWidgets.QAction(MainWindow) - # self.actionShow_all.setObjectName("actionShow_all") - self.actionDesign_examples = QtWidgets.QAction(MainWindow) - self.actionDesign_examples.setObjectName("actionDesign_examples") - self.actionSample_Problems = QtWidgets.QAction(MainWindow) - self.actionSample_Problems.setObjectName("actionSample_Problems") - self.actionSample_Tutorials = QtWidgets.QAction(MainWindow) - self.actionSample_Tutorials.setObjectName("actionSample_Tutorials") - self.actionAbout_Osdag_2 = QtWidgets.QAction(MainWindow) - self.actionAbout_Osdag_2.setObjectName("actionAbout_Osdag_2") - self.actionOsdag_Manual = QtWidgets.QAction(MainWindow) - self.actionOsdag_Manual.setObjectName("actionOsdag_Manual") - self.actionAsk_Us_a_Question = QtWidgets.QAction(MainWindow) - self.actionAsk_Us_a_Question.setObjectName("actionAsk_Us_a_Question") - self.check_for_update=QtWidgets.QAction(MainWindow) - self.check_for_update.setObjectName("check_for_update") - self.actionFAQ = QtWidgets.QAction(MainWindow) - self.actionFAQ.setObjectName("actionFAQ") - - - self.actionDesign_Preferences = QtWidgets.QAction(MainWindow) - # font = QtGui.QFont() - # font.setFamily("DejaVu Serif") - # self.actionDesign_Preferences.setFont(font) - self.actionDesign_Preferences.setObjectName("actionDesign_Preferences") - self.actionDesign_Preferences.triggered.connect(lambda: self.common_function_for_save_and_design(main, data, "Design_Pref")) - self.actionDesign_Preferences.triggered.connect(lambda: self.combined_design_prefer(data,main)) - self.actionDesign_Preferences.triggered.connect(self.design_preferences) - self.designPrefDialog = DesignPreferences(main, self, input_dictionary=self.input_dock_inputs) - - self.actionOsdagSectionModeller=QtWidgets.QAction(MainWindow) - self.actionOsdagSectionModeller.setObjectName("actionDesign_Preferences") - self.actionOsdagSectionModeller.triggered.connect(self.osdag_section_modeller) - # self.designPrefDialog.rejected.connect(lambda: self.design_preferences('rejected')) - self.actionfinPlate_quit = QtWidgets.QAction(MainWindow) - self.actionfinPlate_quit.setObjectName("actionfinPlate_quit") - self.actio_load_input = QtWidgets.QAction(MainWindow) - self.actio_load_input.setObjectName("actio_load_input") - self.menuFile.addAction(self.action_load_input) - self.menuFile.addSeparator() - self.menuFile.addAction(self.action_save_input) - self.menuFile.addAction(self.actionSave_log_messages) - self.menuFile.addAction(self.actionCreate_design_report) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_3D_model) - self.menuFile.addAction(self.actionSave_current_image) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionSave_Front_View) - self.menuFile.addAction(self.actionSave_Top_View) - self.menuFile.addAction(self.actionSave_Side_View) - self.menuFile.addSeparator() - self.menuFile.addAction(self.actionfinPlate_quit) - # self.menuEdit.addAction(self.actionCut) - # self.menuEdit.addAction(self.actionCopy) - # self.menuEdit.addAction(self.actionPaste) - self.menuEdit.addAction(self.actionDesign_Preferences) - self.menuEdit.addAction(self.actionOsdagSectionModeller) - # self.menuView.addAction(self.actionEnlarge_font_size) - # self.menuView.addSeparator() - self.menuHelp.addAction(self.actionSample_Tutorials) - self.menuHelp.addAction(self.actionDesign_examples) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.actionAsk_Us_a_Question) - self.menuHelp.addAction(self.actionAbout_Osdag_2) - self.menuHelp.addSeparator() - self.menuHelp.addAction(self.check_for_update) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionZoom_in) - self.menuGraphics.addAction(self.actionZoom_out) - self.menuGraphics.addAction(self.actionPan) - self.menuGraphics.addAction(self.actionRotate_3D_model) - self.menuGraphics.addSeparator() - # self.menuGraphics.addAction(self.actionShow_beam) - # self.menuGraphics.addAction(self.actionShow_column) - # self.menuGraphics.addAction(self.actionShow_finplate) - # self.menuGraphics.addAction(self.actionShow_all) - for action in self.menugraphics_component_list: - self.menuGraphics.addAction(action) - self.menuGraphics.addSeparator() - self.menuGraphics.addAction(self.actionChange_background) - self.menuDB.addMenu(self.submenuDownload_db) - self.submenuDownload_db.addAction(self.actionDownload_column) - self.submenuDownload_db.addAction(self.actionDownload_beam) - self.submenuDownload_db.addAction(self.actionDownload_angle) - self.submenuDownload_db.addAction(self.actionDownload_channel) - self.menuDB.addSeparator() - self.menuDB.addAction(self.actionReset_db) - self.menubar.addAction(self.menuFile.menuAction()) - self.menubar.addAction(self.menuEdit.menuAction()) - # self.menubar.addAction(self.menuView.menuAction()) - self.menubar.addAction(self.menuGraphics.menuAction()) - self.menubar.addAction(self.menuDB.menuAction()) - self.menubar.addAction(self.menuHelp.menuAction()) - - self.retranslateUi() - self.mytabWidget.setCurrentIndex(-1) - QtCore.QMetaObject.connectSlotsByName(MainWindow) - self.action_save_input.triggered.connect(lambda: self.common_function_for_save_and_design(main, data, "Save")) - self.btn_Design.clicked.connect(lambda: self.common_function_for_save_and_design(main, data, "Design")) - self.action_load_input.triggered.connect(lambda: self.loadDesign_inputs(option_list, data, new_list, main)) - self.btn_Reset.clicked.connect(lambda: self.reset_fn(option_list, out_list, new_list, data)) - self.actionChange_background.triggered.connect(self.showColorDialog) - self.actionSave_3D_model.triggered.connect(lambda: self.save3DcadImages(main)) - self.btn_CreateDesign.clicked.connect(lambda:self.open_summary_popup(main)) - self.actionSave_current_image.triggered.connect(lambda: self.save_cadImages(main)) - self.actionCreate_design_report.triggered.connect(lambda:self.open_summary_popup(main)) - - self.check_for_update.triggered.connect(lambda: self.notification()) - self.actionZoom_out.triggered.connect(lambda: self.display.ZoomFactor(1/1.1)) - self.actionZoom_in.triggered.connect(lambda: self.display.ZoomFactor(1.1)) - self.actionPan.triggered.connect(lambda: self.assign_display_mode(mode="pan")) - self.actionRotate_3D_model.triggered.connect(lambda: self.assign_display_mode(mode="rotate")) - self.actionDownload_column.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Columns")) - self.actionDownload_beam.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Beams")) - self.actionDownload_channel.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Channels")) - self.actionDownload_angle.triggered.connect(lambda: self.designPrefDialog.ui.download_Database(table="Angles")) - self.actionReset_db.triggered.connect(self.database_reset) - self.actionSample_Tutorials.triggered.connect(lambda: MyTutorials(self).exec()) - self.actionAbout_Osdag_2.triggered.connect(lambda: MyAboutOsdag(self).exec()) - self.actionAsk_Us_a_Question.triggered.connect(lambda: MyAskQuestion(self).exec()) - self.actionDesign_examples.triggered.connect(self.design_examples) - - self.actionSave_Top_View.triggered.connect(lambda: self.display.View_Top()) - self.actionSave_Front_View.triggered.connect(lambda: self.display.View_Front()) - self.actionSave_Side_View.triggered.connect(lambda: self.display.View_Right()) - self.btnTop.clicked.connect(lambda: self.display.View_Top()) - self.btnFront.clicked.connect(lambda: self.display.View_Front()) - self.btnSide.clicked.connect(lambda: self.display.View_Right()) - self.actionSave_Top_View.triggered.connect(lambda: self.display.FitAll()) - self.actionSave_Front_View.triggered.connect(lambda: self.display.FitAll()) - self.actionSave_Side_View.triggered.connect(lambda: self.display.FitAll()) - self.btnTop.clicked.connect(lambda: self.display.FitAll()) - self.btnFront.clicked.connect(lambda: self.display.FitAll()) - self.btnSide.clicked.connect(lambda: self.display.FitAll()) - - last_design_folder = os.path.join('ResourceFiles', 'last_designs') - last_design_file = str(main.module_name(main)).replace(' ', '') + ".osi" - last_design_file = os.path.join(last_design_folder, last_design_file) - last_design_dictionary = {} - if not os.path.isdir(last_design_folder): - os.mkdir(last_design_folder) - if os.path.isfile(last_design_file): - with open(str(last_design_file), 'r') as last_design: - last_design_dictionary = yaml.safe_load(last_design) - if isinstance(last_design_dictionary, dict): - self.setDictToUserInputs(last_design_dictionary, option_list, data, new_list) - if "out_titles_status" in last_design_dictionary.keys(): - title_status = last_design_dictionary["out_titles_status"] - print("titles", title_status) - title_count = 0 - out_titles = [] - title_repeat = 1 - for out_field in out_list: - if out_field[2] == TYPE_TITLE: - title_name = out_field[1] - if title_name in out_titles: - title_name += str(title_repeat) - title_repeat += 1 - self.output_title_fields[title_name][0].setVisible(title_status[title_count]) - title_count += 1 - out_titles.append(title_name) - self.ui_loaded = True - - from osdagMainSettings import backend_name - self.display, _ = self.init_display(backend_str=backend_name(),window=MainWindow) - self.connectivity = None - self.fuse_model = None - - def notification(self): - update_class = Update() - msg = update_class.notifi() - QMessageBox.information(self, 'Info', msg) - - def save_output_to_csv(self, main): - def save_fun(): - status = main.design_status - out_list = main.output_values(main, status) - in_list = main.input_values(main) - to_Save = {} - flag = 0 - for option in out_list: - if option[0] is not None and option[2] == TYPE_TEXTBOX: - to_Save[option[0]] = option[3] - if str(option[3]): - flag = 1 - if option[2] == TYPE_OUT_BUTTON: - tup = option[3] - fn = tup[1] - for item in fn(main, status): - lable = item[0] - value = item[3] - if lable!=None and value!=None: - to_Save[lable] = value - - df = pd.DataFrame(self.design_inputs.items()) - #df.columns = ['label','value'] - #columns = [('input values','label'),('input values','value')] - #df.columns = pd.MultiIndex.from_tuples(columns) - - df1 = pd.DataFrame(to_Save.items()) - #df1.columns = ['label','value'] - #df1.columns = pd.MultiIndex.from_product([["Output Values"], df1.columns]) - - bigdata = pd.concat([df, df1], axis=1) - if not flag: - QMessageBox.information(self, "Information", - "Nothing to Save.") - else: - fileName, _ = QFileDialog.getSaveFileName(self, - "Save Output", os.path.join(self.folder, "untitled.csv"), - "Input Files(*.csv)") - if fileName: - bigdata.to_csv(fileName, index=False, header=None) - QMessageBox.information(self, "Information", - "Saved successfully.") - return save_fun - - def popup(self,key, for_custom_list,updated_list,data): - - """ - Function for retaining the values in the popup once it is closed. - """ - - # @author: Amir - - for c_tup in for_custom_list: - if c_tup[0] != key.objectName(): - continue - selected = key.currentText() - f = c_tup[1] - if updated_list != None: - onchange_key_popup = [item for item in updated_list if item[1] == c_tup[0]] - else: - onchange_key_popup = [] - if onchange_key_popup != []: - arg_list = [] - for change_key in onchange_key_popup[0][0]: - arg_list.append( - self.dockWidgetContents.findChild(QtWidgets.QWidget, change_key).currentText()) - options = f(arg_list) - existing_options = data[c_tup[0] + "_customized"] - if selected == "Customized": - data[c_tup[0] + "_customized"] = self.open_customized_popup(options, existing_options) - if data[c_tup[0] + "_customized"] == []: - data[c_tup[0] + "_customized"] = f(arg_list) - key.setCurrentIndex(0) - else: - data[c_tup[0] + "_customized"] = f(arg_list) - - input = f(arg_list) - data[c_tup[0] + "_customized"] = input - else: - options = f() - existing_options = data[c_tup[0] + "_customized"] - if selected == "Customized": - data[c_tup[0] + "_customized"] = self.open_customized_popup(options, existing_options) - if data[c_tup[0] + "_customized"] == []: - data[c_tup[0] + "_customized"] = f() - key.setCurrentIndex(0) - else: - data[c_tup[0] + "_customized"] = f() - - def on_change_connect(self, key_changed, updated_list, data, main): - key_changed.currentIndexChanged.connect(lambda: self.change(key_changed, updated_list, data, main)) - - def change(self, k1, new, data, main): - - """ - @author: Umair - """ - for tup in new: - (object_name, k2_key, typ, f) = tup - if k1.objectName() not in object_name: - continue - if typ in [TYPE_LABEL, TYPE_OUT_LABEL]: - k2_key = k2_key + "_label" - if typ == TYPE_NOTE: - k2_key = k2_key + "_note" - - if typ in [TYPE_OUT_DOCK, TYPE_OUT_LABEL]: - k2 = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, k2_key) - elif typ == TYPE_WARNING: - k2 = str(k2_key) - else: - k2 = self.dockWidgetContents.findChild(QtWidgets.QWidget, k2_key) - - - arg_list = [] - for ob_name in object_name: - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, ob_name) - arg_list.append(key.currentText()) - - val = f(arg_list) - - if typ == TYPE_COMBOBOX: - k2.clear() - for values in val: - k2.addItem(values) - k2.setCurrentIndex(0) - if VALUES_WELD_TYPE[1] in val: - k2.setCurrentText(VALUES_WELD_TYPE[1]) - if k2_key in RED_LIST: - red_list_set = set(red_list_function()) - current_list_set = set(val) - current_red_list = list(current_list_set.intersection(red_list_set)) - for value in current_red_list: - indx = val.index(str(value)) - k2.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - elif typ == TYPE_COMBOBOX_CUSTOMIZED: - k2.setCurrentIndex(0) - data[k2_key + "_customized"] = val - elif typ == TYPE_CUSTOM_MATERIAL: - if val: - self.new_material_dialog() - elif typ == TYPE_CUSTOM_SECTION: - if val: - self.import_custom_section() - - elif typ == TYPE_LABEL: - k2.setText(val) - elif typ == TYPE_NOTE: - k2.setText(val) - elif typ == TYPE_IMAGE: - pixmap1 = QPixmap(val) - k2.setPixmap(pixmap1) - elif typ == TYPE_TEXTBOX: - if val: - k2.setEnabled(True) - else: - k2.setDisabled(True) - elif typ == TYPE_WARNING: - if val: - QMessageBox.warning(self, "Application", k2) - elif typ in [TYPE_OUT_DOCK, TYPE_OUT_LABEL]: - if val: - k2.setVisible(False) - else: - k2.setVisible(True) - else: - pass - - if self.ui_loaded: - self.output_title_change(main) - - def output_title_change(self, main): - - status = main.design_status - out_list = main.output_values(main, status) - key = None - no_field_titles = [] - titles = [] - title_repeat = 1 - visible_fields = 0 - for option in out_list: - if option[2] == TYPE_TITLE: - if key: - title_repeat = self.output_title_visiblity(visible_fields, key, titles, title_repeat) - titles.append(key) - - key = option[1] - if self.output_title_fields[key][1] == 0: - no_field_titles.append(key) - if key in no_field_titles: - visible_fields = 1 - else: - visible_fields = 0 - - if option[2] == TYPE_TEXTBOX: - if self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]).isVisible(): - visible_fields += 1 - - elif option[2] == TYPE_OUT_BUTTON: - visible_fields += 1 - - self.output_title_visiblity(visible_fields, key, titles, title_repeat) - - no_field_title = "" - for title in self.output_title_fields.keys(): - if title in no_field_titles: - no_field_title = title - elif self.output_title_fields[title][0].isVisible(): - if no_field_title in no_field_titles: - no_field_titles.remove(no_field_title) - - for no_field_title in no_field_titles: - self.output_title_fields[no_field_title][0].setVisible(False) - - def output_title_visiblity(self, visible_fields, key, titles, title_repeat): - - if visible_fields == 0: - if key in titles: - self.output_title_fields[key + str(title_repeat)][0].setVisible(False) - title_repeat += 1 - else: - self.output_title_fields[key][0].setVisible(False) - else: - if key in titles: - self.output_title_fields[key + str(title_repeat)][0].setVisible(True) - title_repeat += 1 - else: - self.output_title_fields[key][0].setVisible(True) - - return title_repeat - - def input_dp_connection(self, widget): - if isinstance(widget, QComboBox): - widget.currentIndexChanged.connect(self.clear_design_pref_dictionary) - elif isinstance(widget, QLineEdit): - widget.textChanged.connect(self.clear_design_pref_dictionary) - - def clear_design_pref_dictionary(self): - if self.ui_loaded: - self.design_pref_inputs = {} - - - # Function for Reset Button - ''' - @author: Umair, Amir - ''' - - def reset_fn(self, op_list, out_list, new_list, data): - - # For input dock - - for op in op_list: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0]) - if op[2] == TYPE_COMBOBOX or op[2] == TYPE_COMBOBOX_CUSTOMIZED: - widget.setCurrentIndex(0) - if op[2] == TYPE_COMBOBOX and op[0] == KEY_MATERIAL: - widget.setCurrentIndex(1) - elif op[2] == TYPE_TEXTBOX: - widget.setText('') - else: - pass - - for out in out_list: - widget = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, out[0]) - if out[2] == TYPE_TEXTBOX: - widget.setText('') - else: - pass - - self.display.EraseAll() - - # Function for Design Button - ''' - @author: Umair - ''' - - def design_fn(self, op_list, data_list, main): - design_dictionary = {} - self.input_dock_inputs = {} - for op in op_list: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0]) - if op[2] == TYPE_COMBOBOX: - des_val = widget.currentText() - d1 = {op[0]: des_val} - elif op[2] == TYPE_MODULE: - des_val = op[1] - module = op[1] - d1 = {op[0]: des_val} - elif op[2] == TYPE_COMBOBOX_CUSTOMIZED: - des_val = data_list[op[0] + "_customized"] - d1 = {op[0]: des_val} - elif op[2] == TYPE_TEXTBOX: - des_val = widget.text() - d1 = {op[0]: des_val} - elif op[2] == TYPE_NOTE: - widget = self.dockWidgetContents.findChild(QtWidgets.QWidget, op[0] + "_note") - des_val = widget.text() - d1 = {op[0]: des_val} - else: - d1 = {} - design_dictionary.update(d1) - self.input_dock_inputs.update(d1) - - for design_pref_key in self.design_pref_inputs.keys(): - if design_pref_key not in self.input_dock_inputs.keys(): - self.input_dock_inputs.update({design_pref_key: self.design_pref_inputs[design_pref_key]}) - if self.designPrefDialog.flag: - print('flag true') - - des_pref_input_list = main.input_dictionary_design_pref(main) - edit_tabs_list = main.edit_tabs(main) - edit_tabs_remove = list(filter(lambda x: x[2] == TYPE_REMOVE_TAB,edit_tabs_list)) - remove_tab_name = [x[0] for x in edit_tabs_remove] - # remove_tabs = list(filter(lambda x: x[0] in remove_tab_name, des_pref_input_list)) - # - # remove_func_name = edit_tabs_remove[3] - result = None - for edit in main.edit_tabs(main): - (tab_name, input_dock_key_name, change_typ, f) = edit - remove_tabs = list(filter(lambda x: x[0] in remove_tab_name,des_pref_input_list)) - - input_dock_key = self.dockWidgetContents.findChild(QtWidgets.QWidget, input_dock_key_name) - result = list(filter(lambda get_tab: - self.designPrefDialog.ui.findChild(QtWidgets.QWidget, get_tab[0]).objectName() != - f(input_dock_key.currentText()), remove_tabs)) - - if result is not None: - des_pref_input_list_updated = [i for i in des_pref_input_list if i not in result] - else: - des_pref_input_list_updated = des_pref_input_list - - for des_pref in des_pref_input_list_updated: - tab_name = des_pref[0] - input_type = des_pref[1] - input_list = des_pref[2] - tab = self.designPrefDialog.ui.findChild(QtWidgets.QWidget, tab_name) - for key_name in input_list: - key = tab.findChild(QtWidgets.QWidget, key_name) - if input_type == TYPE_TEXTBOX: - val = key.text() - design_dictionary.update({key_name: val}) - elif input_type == TYPE_COMBOBOX: - val = key.currentText() - design_dictionary.update({key_name: val}) - - else: - print('flag false') - - for without_des_pref in main.input_dictionary_without_design_pref(main): - input_dock_key = without_des_pref[0] - input_list = without_des_pref[1] - input_source = without_des_pref[2] - for key_name in input_list: - if input_source == 'Input Dock': - design_dictionary.update({key_name: design_dictionary[input_dock_key]}) - else: - val = main.get_values_for_design_pref(main, key_name, design_dictionary) - design_dictionary.update({key_name: val}) - - for dp_key in self.design_pref_inputs.keys(): - design_dictionary[dp_key] = self.design_pref_inputs[dp_key] - - self.design_inputs = design_dictionary - self.design_inputs = design_dictionary - - ''' - @author: Umair - ''' - def saveDesign_inputs(self): - fileName, _ = QFileDialog.getSaveFileName(self, - "Save Design", os.path.join(self.folder, "untitled.osi"), - "Input Files(*.osi)") - if not fileName: - return - try: - with open(fileName, 'w') as input_file: - yaml.dump(self.design_inputs, input_file) - except Exception as e: - QMessageBox.warning(self, "Application", - "Cannot write file %s:\n%s" % (fileName, str(e))) - return - - def return_class(self,name): - if name == KEY_DISP_FINPLATE: - return FinPlateConnection - elif name == KEY_DISP_ENDPLATE: - return EndPlateConnection - elif name == KEY_DISP_CLEATANGLE: - return CleatAngleConnection - elif name == KEY_DISP_SEATED_ANGLE: - return SeatedAngleConnection - elif name == KEY_DISP_COLUMNCOVERPLATE: - return ColumnCoverPlate - elif name == KEY_DISP_COLUMNCOVERPLATEWELD: - return ColumnCoverPlateWeld - elif name == KEY_DISP_BEAMCOVERPLATE: - return BeamCoverPlate - elif name == KEY_DISP_BEAMCOVERPLATEWELD: - return BeamCoverPlateWeld - elif name == KEY_DISP_BEAMENDPLATE: - return BeamEndPlate - elif name == KEY_DISP_COLUMNENDPLATE: - return ColumnEndPlate - elif name == KEY_DISP_BASE_PLATE: - return BasePlateConnection - elif name == KEY_DISP_TENSION_BOLTED: - return Tension_bolted - elif name == KEY_DISP_TENSION_WELDED: - return Tension_welded -# Function for getting inputs from a file - ''' - @author: Umair - ''' - - def loadDesign_inputs(self, op_list, data, new, main): - fileName, _ = QFileDialog.getOpenFileName(self, "Open Design", os.path.join(str(self.folder)), - "InputFiles(*.osi)") - if not fileName: - return - try: - in_file = str(fileName) - with open(in_file, 'r') as fileObject: - uiObj = yaml.safe_load(fileObject) - module = uiObj[KEY_MODULE] - - # module_class = self.return_class(module) - # print('loading inputs',uiObj, op_list, data, new) - selected_module = main.module_name(main) - if selected_module == module: - # print(uiObj, op_list, data, new) - self.ui_loaded = False - self.setDictToUserInputs(uiObj, op_list, data, new) - self.ui_loaded = True - self.output_title_change(main) - else: - QMessageBox.information(self, "Information", - "Please load the appropriate Input") - - return - except IOError: - QMessageBox.information(self, "Unable to open file", - "There was an error opening \"%s\"" % fileName) - return - - # Function for loading inputs from a file to Ui - ''' - @author: Umair - ''' - - def setDictToUserInputs(self, uiObj, op_list, data, new): - - self.load_input_error_message = "Invalid Inputs Found! \n" - - for uiObj_key in uiObj.keys(): - if str(uiObj_key) in [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL, KEY_SEC_MATERIAL, KEY_CONNECTOR_MATERIAL, - KEY_BASE_PLATE_MATERIAL]: - material = uiObj[uiObj_key] - material_validator = MaterialValidator(material) - if material_validator.is_already_in_db(): - pass - elif material_validator.is_format_custom(): - if material_validator.is_valid_custom(): - self.update_material_db(grade=material, material=material_validator) - input_dock_material = self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_MATERIAL) - input_dock_material.clear() - for item in connectdb("Material"): - input_dock_material.addItem(item) - else: - self.load_input_error_message += \ - str(uiObj_key) + ": (" + str(material) + ") - Default Value Considered! \n" - continue - else: - self.load_input_error_message += \ - str(uiObj_key) + ": (" + str(material) + ") - Default Value Considered! \n" - continue - - if uiObj_key not in [i[0] for i in op_list]: - self.design_pref_inputs.update({uiObj_key: uiObj[uiObj_key]}) - - for op in op_list: - key_str = op[0] - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_str) - if op[2] == TYPE_COMBOBOX: - if key_str in uiObj.keys(): - index = key.findText(uiObj[key_str], QtCore.Qt.MatchFixedString) - if index >= 0: - key.setCurrentIndex(index) - else: - if key_str in [KEY_SUPTDSEC, KEY_SUPTNGSEC]: - self.load_input_error_message += \ - str(key_str) + ": (" + str(uiObj[key_str]) + ") - Select from available Sections! \n" - else: - self.load_input_error_message += \ - str(key_str) + ": (" + str(uiObj[key_str]) + ") - Default Value Considered! \n" - elif op[2] == TYPE_TEXTBOX: - if key_str in uiObj.keys(): - key.setText(uiObj[key_str]) - elif op[2] == TYPE_COMBOBOX_CUSTOMIZED: - if key_str in uiObj.keys(): - for n in new: - - if n[0] == key_str and n[0] == KEY_SECSIZE: - if uiObj[key_str] != n[1](self.dockWidgetContents.findChild(QtWidgets.QWidget, - KEY_SEC_PROFILE).currentText()): - data[key_str + "_customized"] = uiObj[key_str] - key.setCurrentIndex(1) - else: - pass - elif n[0] == key_str and n[0] != KEY_SECSIZE: - if uiObj[key_str] != n[1](): - data[key_str + "_customized"] = uiObj[key_str] - key.setCurrentIndex(1) - else: - pass - else: - pass - - if self.load_input_error_message != "Invalid Inputs Found! \n": - QMessageBox.about(QMessageBox(), "Information", self.load_input_error_message) - - def common_function_for_save_and_design(self, main, data, trigger_type): - - # @author: Amir - option_list = main.input_values(self) - self.design_fn(option_list, data, main) - - if trigger_type == "Save": - self.saveDesign_inputs() - elif trigger_type == "Design_Pref": - - if self.prev_inputs != self.input_dock_inputs or self.designPrefDialog.changes != QDialog.Accepted: - self.designPrefDialog = DesignPreferences(main, self, input_dictionary=self.input_dock_inputs) - - if 'Select Section' in self.input_dock_inputs.values(): - self.designPrefDialog.flag = False - else: - self.designPrefDialog.flag = True - - # if self.prev_inputs != {}: - # self.design_pref_inputs = {} - - else: - main.design_button_status = True - for input_field in self.dockWidgetContents.findChildren(QtWidgets.QWidget): - if type(input_field) == QtWidgets.QLineEdit: - input_field.textChanged.connect(self.clear_output_fields) - elif type(input_field) == QtWidgets.QComboBox: - input_field.currentIndexChanged.connect(self.clear_output_fields) - self.textEdit.clear() - with open("logging_text.log", 'w') as log_file: - pass - error = main.func_for_validation(main, self.design_inputs) - status = main.design_status - print(status) - - if error is not None: - self.show_error_msg(error) - return - - out_list = main.output_values(main, status) - for option in out_list: - if option[2] == TYPE_TEXTBOX: - txt = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]) - txt.setText(str(option[3])) - if status: - txt.setVisible(True if option[3] != "" and txt.isVisible() else False) - txt_label = self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]+"_label") - txt_label.setVisible(True if option[3] != "" and txt_label.isVisible() else False) - - elif option[2] == TYPE_OUT_BUTTON: - self.dockWidgetContents_out.findChild(QtWidgets.QWidget, option[0]).setEnabled(True) - - self.output_title_change(main) - - last_design_folder = os.path.join('ResourceFiles', 'last_designs') - if not os.path.isdir(last_design_folder): - os.mkdir(last_design_folder) - last_design_file = str(main.module_name(main)).replace(' ', '') + ".osi" - last_design_file = os.path.join(last_design_folder, last_design_file) - out_titles_status = [] - out_titles = [] - title_repeat = 1 - for option in out_list: - if option[2] == TYPE_TITLE: - title_name = option[1] - if title_name in out_titles: - title_name += str(title_repeat) - title_repeat += 1 - if self.output_title_fields[title_name][0].isVisible(): - out_titles_status.append(1) - else: - out_titles_status.append(0) - out_titles.append(title_name) - self.design_inputs.update({"out_titles_status": out_titles_status}) - with open(str(last_design_file), 'w') as last_design: - yaml.dump(self.design_inputs, last_design) - self.design_inputs.pop("out_titles_status") - if status is True and main.module in [KEY_DISP_FINPLATE, KEY_DISP_BEAMCOVERPLATE, - KEY_DISP_BEAMCOVERPLATEWELD, KEY_DISP_CLEATANGLE, - KEY_DISP_ENDPLATE, KEY_DISP_BASE_PLATE, KEY_DISP_SEATED_ANGLE, - KEY_DISP_TENSION_BOLTED, KEY_DISP_TENSION_WELDED,KEY_DISP_COLUMNCOVERPLATE, - KEY_DISP_COLUMNCOVERPLATEWELD, KEY_DISP_COLUMNENDPLATE]: - - self.commLogicObj = CommonDesignLogic(self.display, self.folder, main.module, main.mainmodule) - status = main.design_status - module_class = self.return_class(main.module) - self.commLogicObj.call_3DModel(status, module_class) - self.display_x = 90 - self.display_y = 90 - for chkbox in main.get_3d_components(main): - self.frame.findChild(QtWidgets.QCheckBox, chkbox[0]).setEnabled(True) - for action in self.menugraphics_component_list: - action.setEnabled(True) - # fName = str('./ResourceFiles/images/3d.png') - # file_extension = fName.split(".")[-1] - # - # if file_extension == 'png': - # self.display.ExportToImage(fName) - # im = Image.open('./ResourceFiles/images/3d.png') - # w,h=im.size - # if(w< 640 or h < 360): - # print('Re-taking Screenshot') - # self.resize(700,500) - # self.outputDock.hide() - # self.inputDock.hide() - # self.textEdit.hide() - # QTimer.singleShot(0, lambda:self.retakeScreenshot(fName)) - - else: - for fName in ['3d.png', 'top.png', - 'front.png', 'side.png']: - with open("./ResourceFiles/images/"+fName, 'w'): - pass - self.display.EraseAll() - for chkbox in main.get_3d_components(main): - self.frame.findChild(QtWidgets.QCheckBox, chkbox[0]).setEnabled(False) - for action in self.menugraphics_component_list: - action.setEnabled(False) - - def retakeScreenshot(self,fName): - Ww=self.frameGeometry().width() - Wh=self.frameGeometry().height() - self.display.FitAll() - self.display.ExportToImage(fName) - self.resize(Ww,Wh) - self.outputDock.show() - self.inputDock.show() - self.textEdit.show() - - def show_error_msg(self, error): - QMessageBox.about(self,'information',error[0]) # show only first error message. - - def clear_output_fields(self): - for output_field in self.dockWidgetContents_out.findChildren(QtWidgets.QLineEdit): - output_field.clear() - for output_field in self.dockWidgetContents_out.findChildren(QtWidgets.QPushButton): - if output_field.objectName() in ["btn_CreateDesign", "save_outputDock"]: - continue - output_field.setEnabled(False) - - def osdag_header(self): - image_path = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles\images", "OsdagHeader.png"))) - image_path2 = os.path.abspath(os.path.join(os.getcwd(), os.path.join("ResourceFiles\images", "ColumnsBeams.png"))) - - shutil.copyfile(image_path, os.path.join(str(self.folder), "images_html", "OsdagHeader.png")) - shutil.copyfile(image_path2, os.path.join(str(self.folder), "images_html", "ColumnsBeams.png")) - - def output_button_connect(self, main, button_list, b): - b.clicked.connect(lambda: self.output_button_dialog(main, button_list, b)) - - def output_button_dialog(self, main, button_list, button): - - dialog = QtWidgets.QDialog() - dialog.setObjectName("Dialog") - layout1 = QtWidgets.QVBoxLayout(dialog) - - note_widget = QWidget(dialog) - note_layout = QVBoxLayout(note_widget) - layout1.addWidget(note_widget) - - scroll = QScrollArea(dialog) - layout1.addWidget(scroll) - scroll.setWidgetResizable(True) - scroll.horizontalScrollBar().setVisible(False) - scroll_content = QtWidgets.QWidget(scroll) - outer_grid_layout = QtWidgets.QGridLayout(scroll_content) - inner_grid_widget = QtWidgets.QWidget(scroll_content) - image_widget = QtWidgets.QWidget(scroll_content) - image_layout = QtWidgets.QVBoxLayout(image_widget) - image_layout.setAlignment(Qt.AlignCenter) - image_widget.setLayout(image_layout) - inner_grid_layout = QtWidgets.QGridLayout(inner_grid_widget) - inner_grid_widget.setLayout(inner_grid_layout) - scroll_content.setLayout(outer_grid_layout) - scroll.setWidget(scroll_content) - - dialog_width = 260 - dialog_height = 300 - max_image_width = 0 - max_label_width = 0 - max_image_height = 0 - - section = 0 - no_note = True - - for op in button_list: - - if op[0] == button.objectName(): - tup = op[3] - title = tup[0] - fn = tup[1] - dialog.setWindowTitle(title) - j = 1 - _translate = QtCore.QCoreApplication.translate - for option in fn(main, main.design_status): - option_type = option[2] - lable = option[1] - value = option[3] - if option_type in [TYPE_TEXTBOX, TYPE_COMBOBOX]: - l = QtWidgets.QLabel(inner_grid_widget) - font = QtGui.QFont() - font.setPointSize(9) - font.setBold(False) - font.setWeight(50) - l.setFont(font) - l.setObjectName(option[0] + "_label") - l.setText(_translate("MainWindow", "

    " + lable + "

    ")) - inner_grid_layout.addWidget(l, j, 1, 1, 1) - l.setFixedSize(l.sizeHint().width(), l.sizeHint().height()) - max_label_width = max(l.sizeHint().width(), max_label_width) - l.setSizePolicy(QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum, - QtWidgets.QSizePolicy.Maximum)) - - if option_type == TYPE_SECTION: - if section != 0: - outer_grid_layout.addWidget(inner_grid_widget, j, 1, 1, 1) - outer_grid_layout.addWidget(image_widget, j, 2, 1, 1) - hl1 = QtWidgets.QFrame() - hl1.setFrameShape(QtWidgets.QFrame.HLine) - j += 1 - outer_grid_layout.addWidget(hl1, j, 1, 1, 2) - - inner_grid_widget = QtWidgets.QWidget(scroll_content) - image_widget = QtWidgets.QWidget(scroll_content) - image_layout = QtWidgets.QVBoxLayout(image_widget) - image_layout.setAlignment(Qt.AlignCenter) - image_widget.setLayout(image_layout) - inner_grid_layout = QtWidgets.QGridLayout(inner_grid_widget) - inner_grid_widget.setLayout(inner_grid_layout) -# <<<<<<< HEAD -# im = QtWidgets.QLabel(image_widget) -# #im.setGeometry(QtCore.QRect(330, 10, 150, 150)) -# #im.setFixedSize(im.size()) -# # im.setGeometry(QtCore.QRect(330, 10, 100, 100)) -# # im.setScaledContents(True) -# # im.setFixedSize(im.size()) -# -# pmap = QPixmap(option[3]) -# #im.setScaledContents(1) -# im.setPixmap(pmap.scaled(250,200,QtCore.Qt.KeepAspectRatio, QtCore.Qt.FastTransformation)) -# #im.setPixmap(pmap) -# image_layout.addWidget(im) -# ======= - if value is not None and value != "": - im = QtWidgets.QLabel(image_widget) - im.setFixedSize(value[1], value[2]) - pmap = QPixmap(value[0]) - im.setScaledContents(1) - im.setStyleSheet("background-color: white;") - im.setPixmap(pmap) - image_layout.addWidget(im) - caption = QtWidgets.QLabel(image_widget) - font = QtGui.QFont() - font.setWeight(450) - font.setPointSize(11) - caption.setAlignment(Qt.AlignCenter) - caption.setFont(font) - caption.setText(value[3]) - caption.setFixedSize(value[1], caption.sizeHint().height()) - image_layout.addWidget(caption) - max_image_width = max(max_image_width, value[1]) - max_image_height = max(max_image_height, value[2]) -# >>>>>>> 69a22ea10dd18e2df58abc6503be8d6354eaa30a - j += 1 - - q = QtWidgets.QLabel(scroll_content) - font = QtGui.QFont() - font.setWeight(600) - font.setPointSize(11) - q.setFont(font) - q.setObjectName("_title") - q.setText(lable) - q.setFixedSize(q.sizeHint().width(), q.sizeHint().height()) - q.setSizePolicy( - QtWidgets.QSizePolicy(QtWidgets.QSizePolicy.Maximum, QtWidgets.QSizePolicy.Maximum)) - outer_grid_layout.addWidget(q, j, 1, 1, 2) - section += 1 - - if option_type == TYPE_TEXTBOX: - r = QtWidgets.QLineEdit(inner_grid_widget) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - r.setFixedSize(100, 27) - r.setFont(font) - r.setObjectName(option[0]) - r.setText(str(value)) - inner_grid_layout.addWidget(r, j, 2, 1, 1) - - if option_type == TYPE_IMAGE: - im = QtWidgets.QLabel(image_widget) -# <<<<<<< HEAD -# #im.setGeometry(QtCore.QRect(330, 10, 100, 100)) -# #im.setScaledContents(True) -# #im.setFixedSize(im.size()) -# pmap = QPixmap(option[3]) -# im.setPixmap(pmap.scaled(350,350,QtCore.Qt.KeepAspectRatio, QtCore.Qt.FastTransformation)) -# ======= - im.setScaledContents(True) - im.setFixedSize(value[1], value[2]) - pmap = QPixmap(value[0]) - im.setStyleSheet("background-color: white;") - im.setPixmap(pmap) -# >>>>>>> 69a22ea10dd18e2df58abc6503be8d6354eaa30a - image_layout.addWidget(im) - caption = QtWidgets.QLabel(image_widget) - font = QtGui.QFont() - font.setWeight(450) - font.setPointSize(11) - caption.setAlignment(Qt.AlignCenter) - caption.setFont(font) - caption.setText(value[3]) - caption.setFixedSize(value[1], 12) - image_layout.addWidget(caption) - max_image_width = max(max_image_width, value[1]) - max_image_height = max(max_image_height, value[2]) - - if option_type == TYPE_NOTE: - note = QLabel(note_widget) - font = QtGui.QFont() - font.setWeight(450) - font.setPointSize(11) - note.setFont(font) - note.setText("Note: "+str(value)) - note.setFixedSize(note.sizeHint().width(), note.sizeHint().height()) - note_layout.addWidget(note) - no_note = False - - j = j + 1 - - if inner_grid_layout.count() > 0: - outer_grid_layout.addWidget(inner_grid_widget, j, 1, 1, 1) - if image_layout.count() > 0: - outer_grid_layout.addWidget(image_widget, j, 2, 1, 1) -# <<<<<<< HEAD -# scroll.setWidget(scrollcontent) -# if section == 0: -# dialog.resize(375, 375) -# #dialog.setFixedSize(dialog.size()) -# ======= - - dialog_width += max_label_width - dialog_width += max_image_width - dialog_height = max(dialog_height, max_image_height+125) - if not no_note: - dialog_height += 40 - dialog.resize(dialog_width, dialog_height) - dialog.setMinimumSize(dialog_width, dialog_height) - - if no_note: - layout1.removeWidget(note_widget) - -# >>>>>>> 69a22ea10dd18e2df58abc6503be8d6354eaa30a - dialog.exec() - - def import_custom_section(self): - ''' - Custom Section Importing - Fetches data from osm file and returns as a dictionary - ''' - fileName, _ = QtWidgets.QFileDialog.getOpenFileName(None, "Open Section Design",None, "InputFiles(*.osm)") - if(fileName==''): - return - with open(fileName,'r') as file: - parameters=eval(file.read()) - SecProfile=self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_SEC_PROFILE).currentText() - return parameters - - def new_material_dialog(self): - dialog = QtWidgets.QDialog(self) - self.material_popup_message = '' - self.invalid_field = '' - dialog.setWindowTitle('Custom Material') - layout = QtWidgets.QGridLayout(dialog) - widget = QtWidgets.QWidget(dialog) - widget.setLayout(layout) - _translate = QtCore.QCoreApplication.translate - textbox_list = ['Grade', 'Fy_20', 'Fy_20_40', 'Fy_40', 'Fu'] - event_function = ['', self.material_popup_fy_20_event, self.material_popup_fy_20_40_event, - self.material_popup_fy_40_event, self.material_popup_fu_event] - self.original_focus_event_functions = {} - - i = 0 - for textbox_name in textbox_list: - label = QtWidgets.QLabel(widget) - label.setObjectName(textbox_name+"_label") - font = QtGui.QFont() - font.setPointSize(9) - font.setBold(False) - font.setWeight(50) - label.setFont(font) - label.setText(_translate("MainWindow", "

    " + textbox_name + "

    ")) - # label.resize(120, 30) - label.setFixedSize(100, 30) - layout.addWidget(label, i, 1, 1, 1) - - textbox = QtWidgets.QLineEdit(widget) - textbox.setObjectName(textbox_name) - font = QtGui.QFont() - font.setPointSize(11) - font.setBold(False) - font.setWeight(50) - textbox.setFont(font) - # textbox.resize(120, 30) - textbox.setFixedSize(200, 24) - if textbox_name == 'Grade': - textbox.setReadOnly(True) - textbox.setText("Cus____") - else: - textbox.setValidator(QtGui.QIntValidator()) - # textbox.mousePressEvent = event_function[textbox_list.index(textbox_name)] - self.original_focus_event_functions.update({textbox_name: textbox.focusOutEvent}) - textbox.focusOutEvent = event_function[textbox_list.index(textbox_name)] - - self.connect_change_popup_material(textbox, widget) - layout.addWidget(textbox, i, 2, 1, 1) - - i += 1 - - add_button = QtWidgets.QPushButton(widget) - add_button.setObjectName("material_add") - add_button.setText("Add") - add_button.clicked.connect(lambda: self.update_material_db_validation(widget)) - layout.addWidget(add_button, i, 1, 1, 2) - - dialog.setFixedSize(350, 250) - closed = dialog.exec() - if closed is not None: - input_dock_material = self.dockWidgetContents.findChild(QtWidgets.QWidget, KEY_MATERIAL) - input_dock_material.clear() - for item in connectdb("Material"): - input_dock_material.addItem(item) - input_dock_material.setCurrentIndex(1) - - def update_material_db_validation(self, widget): - - material = widget.findChild(QtWidgets.QLineEdit, 'Grade').text() - - material_validator = MaterialValidator(material) - if material_validator.is_already_in_db(): - QMessageBox.about(QMessageBox(), "Information", "Material already exists in Database!") - return - elif not material_validator.is_format_custom(): - QMessageBox.about(QMessageBox(), "Information", "Please fill all missing parameters!") - return - elif not material_validator.is_valid_custom(): - QMessageBox.about(QMessageBox(), "Information", - "Please select "+str(material_validator.invalid_value)+" in valid range!") - return - - self.update_material_db(grade=material, material=material_validator) - QMessageBox.information(QMessageBox(), 'Information', 'Data is added successfully to the database.') - - def update_material_db(self, grade, material): - - fy_20 = int(material.fy_20) - fy_20_40 = int(material.fy_20_40) - fy_40 = int(material.fy_40) - fu = int(material.fu) - elongation = 0 - - if fy_20 > 350: - elongation = 20 - elif 250 < fy_20 <= 350: - elongation = 22 - elif fy_20 <= 250: - elongation = 23 - - conn = sqlite3.connect(PATH_TO_DATABASE) - c = conn.cursor() - c.execute('''INSERT INTO Material (Grade,[Yield Stress (< 20)],[Yield Stress (20 -40)], - [Yield Stress (> 40)],[Ultimate Tensile Stress],[Elongation ]) VALUES (?,?,?,?,?,?)''', - (grade, fy_20, fy_20_40, fy_40, fu, elongation)) - conn.commit() - c.close() - conn.close() - - def connect_change_popup_material(self, textbox, widget): - if textbox.objectName() != 'Grade': - textbox.textChanged.connect(lambda: self.change_popup_material(widget)) - - def change_popup_material(self, widget): - - grade = widget.findChild(QtWidgets.QLineEdit, 'Grade') - fy_20 = widget.findChild(QtWidgets.QLineEdit, 'Fy_20').text() - fy_20_40 = widget.findChild(QtWidgets.QLineEdit, 'Fy_20_40').text() - fy_40 = widget.findChild(QtWidgets.QLineEdit, 'Fy_40').text() - fu = widget.findChild(QtWidgets.QLineEdit, 'Fu').text() - - material = str("Cus_"+fy_20+"_"+fy_20_40+"_"+fy_40+"_"+fu) - material_validator = MaterialValidator(material) - if not material_validator.is_valid_custom(): - if str(material_validator.invalid_value): - self.material_popup_message = "Please select "+str(material_validator.invalid_value)+" in valid range!" - self.invalid_field = str(material_validator.invalid_value) - else: - self.material_popup_message = '' - self.invalid_field = '' - else: - self.material_popup_message = '' - self.invalid_field = '' - grade.setText(material) - - def material_popup_fy_20_event(self, e): - self.original_focus_event_functions['Fy_20'](e) - if self.invalid_field == 'Fy_20': - self.show_material_popup_message() - - def material_popup_fy_20_40_event(self, e): - self.original_focus_event_functions['Fy_20_40'](e) - if self.invalid_field == 'Fy_20_40': - self.show_material_popup_message() - - def material_popup_fy_40_event(self, e): - self.original_focus_event_functions['Fy_40'](e) - if self.invalid_field == 'Fy_40': - self.show_material_popup_message() - - def material_popup_fu_event(self, e): - self.original_focus_event_functions['Fu'](e) - if self.invalid_field == 'Fu': - self.show_material_popup_message() - - def show_material_popup_message(self): - invalid_textbox = self.findChild(QtWidgets.QLineEdit, str(self.invalid_field)) - if self.findChild(QtWidgets.QPushButton, "material_add").hasFocus(): - return - if self.material_popup_message: - QMessageBox.about(QMessageBox(), "Information", self.material_popup_message) - invalid_textbox.setFocus() - - # Function for showing design-preferences popup - - def design_preferences(self): - #print(self.designPrefDialog.module_window.input_dock_inputs) - self.designPrefDialog.show() - - # Function for getting input for design preferences from input dock - ''' - @author: Umair - ''' - def combined_design_prefer(self, data, main): - - on_change_tab_list = main.tab_value_changed(main) - for new_values in on_change_tab_list: - (tab_name, key_list, key_to_change, key_type, f) = new_values - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - for key_name in key_list: - key = tab.findChild(QtWidgets.QWidget, key_name) - if isinstance(key, QtWidgets.QComboBox): - self.connect_combobox_for_tab(key, tab, on_change_tab_list, main) - elif isinstance(key, QtWidgets.QLineEdit): - self.connect_textbox_for_tab(key, tab, on_change_tab_list, main) - - # for fu_fy in main.list_for_fu_fy_validation(main): - # - # material_key_name = fu_fy[0] - # fu_key_name = fu_fy[1] - # fy_key_name = fu_fy[2] - # material_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, material_key_name) - # fu_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, fu_key_name) - # fy_key = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, fy_key_name) - # - # for validation_key in [fu_key, fy_key]: - # if validation_key.text() != "": - # self.designPrefDialog.fu_fy_validation_connect([fu_key, fy_key], validation_key, material_key) - - for edit in main.edit_tabs(main): - (tab_name, input_dock_key_name, change_typ, f) = edit - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - input_dock_key = self.dockWidgetContents.findChild(QtWidgets.QWidget, input_dock_key_name) - if change_typ == TYPE_CHANGE_TAB_NAME: - self.designPrefDialog.ui.tabWidget.tabs.setTabText( - self.designPrefDialog.ui.tabWidget.tabs.indexOf(tab), f(input_dock_key.currentText())) - elif change_typ == TYPE_REMOVE_TAB: - - if tab.objectName() != f(input_dock_key.currentText()): - self.designPrefDialog.ui.tabWidget.tabs.removeTab( - self.designPrefDialog.ui.tabWidget.tabs.indexOf(tab)) - # if tab: - # self.designPrefDialog.ui.tabWidget.insertTab(0, tab, tab_name) - - for refresh in main.refresh_input_dock(main): - (tab_name, key_name, key_type, tab_key, master_key, value, database_arg) = refresh - tab = self.designPrefDialog.ui.tabWidget.tabs.findChild(QtWidgets.QWidget, tab_name) - if tab: - add_button = tab.findChild(QtWidgets.QWidget, "pushButton_Add_"+tab_name) - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - selected = key.currentText() - - - if master_key: - val = self.dockWidgetContents.findChild(QtWidgets.QWidget, master_key).currentText() - if val not in value: - continue - self.refresh_section_connect(add_button, selected, key_name, key_type, tab_key, database_arg,data) - - def connect_textbox_for_tab(self, key, tab, new, main): - key.textChanged.connect(lambda: self.tab_change(key, tab, new, main)) - - def connect_combobox_for_tab(self, key, tab, new, main): - key.currentIndexChanged.connect(lambda: self.tab_change(key, tab, new, main)) - - def tab_change(self, key, tab, new, main): - - for tup in new: - (tab_name, key_list, k2_key_list, typ, f) = tup - if tab_name != tab.objectName() or key.objectName() not in key_list: - continue - arg_list = [] - for key_name in key_list: - # if object_name != key.objectName(): - # continue - key = tab.findChild(QtWidgets.QWidget, key_name) - if isinstance(key, QtWidgets.QComboBox): - arg_list.append(key.currentText()) - elif isinstance(key, QtWidgets.QLineEdit): - arg_list.append(key.text()) - - arg_list.append(self.input_dock_inputs) - arg_list.append(main.design_button_status) - # try: - # tab1 = self.designPrefDialog.ui.tabWidget.findChild(QtWidgets.QWidget, tab_name) - # key1 = tab.findChild(QtWidgets.QWidget, KEY_SECSIZE_SELECTED) - # value1 = key1.text() - # arg_list.append({KEY_SECSIZE_SELECTED: value1}) - # except: - # pass - val = f(arg_list) - - for k2_key_name in k2_key_list: - print(k2_key_name) - k2 = tab.findChild(QtWidgets.QWidget, k2_key_name) - if isinstance(k2, QtWidgets.QComboBox): - k2.clear() - for values in val[k2_key_name]: - k2.addItem(str(values)) - if isinstance(k2, QtWidgets.QLineEdit): - k2.setText(str(val[k2_key_name])) - if isinstance(k2, QtWidgets.QLabel): - pixmap1 = QPixmap(val[k2_key_name]) - k2.setPixmap(pixmap1) - - if typ == TYPE_OVERWRITE_VALIDATION and not val["Validation"][0]: - QMessageBox.warning(tab, "Warning", val["Validation"][1]) - - def refresh_section_connect(self, add_button, prev, key_name, key_type, tab_key, arg,data): - add_button.clicked.connect(lambda: self.refresh_section(prev, key_name, key_type, tab_key, arg,data)) - - def refresh_section(self, prev, key_name, key_type, tab_key, arg,data): - - if key_type == TYPE_COMBOBOX_CUSTOMIZED: - current_list = connectdb(arg,"popup") - else: - current_list = connectdb(arg) - text = self.designPrefDialog.ui.findChild(QtWidgets.QWidget, tab_key).text() - key = self.dockWidgetContents.findChild(QtWidgets.QWidget, key_name) - - if key_type == TYPE_COMBOBOX: - if text == "": - return - key.clear() - for item in current_list: - key.addItem(item) - current_list_set = set(current_list) - red_list_set = set(red_list_function()) - current_red_list = list(current_list_set.intersection(red_list_set)) - for value in current_red_list: - indx = current_list.index(str(value)) - key.setItemData(indx, QBrush(QColor("red")), Qt.TextColorRole) - text_index = key.findText(text, QtCore.Qt.MatchFixedString) - # key.setCurrentIndex(current_list.index(prev)) - - if text_index >= 0: - key.setCurrentIndex(text_index) - else: - key.setCurrentIndex(current_list.index(prev)) - elif key_type == TYPE_COMBOBOX_CUSTOMIZED: - master_list = ['All','Customized'] - data[key_name + "_customized"] = current_list - key.setCurrentIndex(master_list.index(prev)) - - def create_design_report(self): - self.create_report.show() - - def chkbox_connect(self, main, chkbox, f): - chkbox.clicked.connect(lambda: f(main, self, "gradient_bg")) - - def action_connect(self, main, action, f): - action.triggered.connect(lambda: f(main, self, "gradient_bg")) - - def showColorDialog(self): - - col = QColorDialog.getColor() - colorTup = col.getRgb() - r = colorTup[0] - g = colorTup[1] - b = colorTup[2] - self.display.set_bg_gradient_color([r, g, b], [255, 255, 255]) - - def init_display(self, backend_str=None, window=None,size=(1024, 768)): - - - self.modelTab = qtViewer3d(self) - - # self.setWindowTitle("Osdag Fin Plate") - #self.mytabWidget.resize(size[0], size[1]) - self.mytabWidget.addTab(self.modelTab, "") - window.show() - self.modelTab.InitDriver() - display = self.modelTab._display - key_function = {Qt.Key_Up: lambda: self.Pan_Rotate_model("Up"), - Qt.Key_Down: lambda: self.Pan_Rotate_model("Down"), - Qt.Key_Right: lambda: self.Pan_Rotate_model("Right"), - Qt.Key_Left: lambda: self.Pan_Rotate_model("Left")} - self.modelTab._key_map.update(key_function) - - # background gradient - # display.set_bg_gradient_color(23, 1, 32, 23, 1, 32) - display.set_bg_gradient_color([23, 1, 32], [23, 1, 32]) - # # display_2d.set_bg_gradient_color(255,255,255,255,255,255) - display.display_triedron() - # display.display_triedron() - display.View.SetProj(1, 1, 1) - - def centerOnScreen(self): - '''Centers the window on the screen.''' - resolution = QtGui.QDesktopWidget().screenGeometry() - self.move((resolution.width() / 2) - (self.frameSize().width() / 2), - (resolution.height() / 2) - (self.frameSize().height() / 2)) - - def start_display(): - self.modelTab.raise_() - - return display, start_display - - def save_cadImages(self,main): - """Save CAD Model in image formats(PNG,JPEG,BMP,TIFF) - - Returns: - - """ - - if main.design_status: - - files_types = "PNG (*.png);;JPEG (*.jpeg);;TIFF (*.tiff);;BMP(*.bmp)" - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.png"), - files_types) - fName = str(fileName) - file_extension = fName.split(".")[-1] - - if file_extension == 'png' or file_extension == 'jpeg' or file_extension == 'bmp' or file_extension == 'tiff': - self.display.ExportToImage(fName) - QMessageBox.about(self, 'Information', "File saved") - else: - # self.actionSave_current_image.setEnabled(False) - QMessageBox.about(self, 'Information', 'Design Unsafe: CAD image cannot be saved') - - def save3DcadImages(self, main): - - if not main.design_button_status: - QMessageBox.warning(self, 'Warning', 'No design created!') - return - - if main.design_status: - if self.fuse_model is None: - self.fuse_model = self.commLogicObj.create2Dcad() - shape = self.fuse_model - - files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP(*.brep)" - - fileName, _ = QFileDialog.getSaveFileName(self, 'Export', os.path.join(str(self.folder), "untitled.igs"), - files_types) - fName = str(fileName) - - if fName and self.fuse_model: - file_extension = fName.split(".")[-1] - - if file_extension == 'igs': - IGESControl.IGESControl_Controller().Init() - iges_writer = IGESControl.IGESControl_Writer() - iges_writer.AddShape(shape) - iges_writer.Write(fName) - - elif file_extension == 'brep': - - BRepTools.breptools.Write(shape, fName) - - elif file_extension == 'stp': - # initialize the STEP exporter - step_writer = STEPControl_Writer() - Interface_Static_SetCVal("write.step.schema", "AP203") - - # transfer shapes and write file - step_writer.Transfer(shape, STEPControl_AsIs) - status = step_writer.Write(fName) - - assert (status == IFSelect_RetDone) - - else: - stl_writer = StlAPI_Writer() - stl_writer.SetASCIIMode(True) - stl_writer.Write(shape, fName) - - self.fuse_model = None - - QMessageBox.about(self, 'Information', "File saved") - - else: - QMessageBox.about(self, 'Error', "File not saved") - else: - # self.actionSave_3D_model.setEnabled(False) - QMessageBox.about(self, 'Warning', 'Design Unsafe: 3D Model cannot be saved') - - def assign_display_mode(self, mode): - - self.modelTab.setFocus() - if mode == "pan": - self.display_mode = 'Pan' - elif mode == "rotate": - self.display_mode = 'Rotate' - else: - self.display_mode = 'Normal' - - def Pan_Rotate_model(self, direction): - - if self.display_mode == 'Pan': - if direction == 'Up': - self.display.Pan(0, 10) - elif direction == 'Down': - self.display.Pan(0, -10) - elif direction == 'Left': - self.display.Pan(-10, 0) - elif direction == 'Right': - self.display.Pan(10, 0) - elif self.display_mode == 'Rotate': - if direction == 'Up': - self.display_y += 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Down': - self.display_y -= 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Left': - self.display_x -= 10 - self.display.Rotation(self.display_x, self.display_y) - elif direction == 'Right': - self.display_x += 10 - self.display.Rotation(self.display_x, self.display_y) - else: - pass - - def retranslateUi(self): - _translate = QtCore.QCoreApplication.translate - self.btnInput.setToolTip(_translate("MainWindow", "Left Dock")) - self.btnInput.setText(_translate("MainWindow", "input")) - self.btnOutput.setToolTip(_translate("MainWindow", "Right Dock")) - self.btnOutput.setText(_translate("MainWindow", "...")) - self.btnTop.setToolTip(_translate("MainWindow", "Top View")) - self.btnTop.setText(_translate("MainWindow", "...")) - self.btnFront.setToolTip(_translate("MainWindow", "Front View")) - self.btnFront.setText(_translate("MainWindow", "...")) - self.btnSide.setToolTip(_translate("MainWindow", "Side View")) - self.btnSide.setText(_translate("MainWindow", "...")) - self.menuFile.setTitle(_translate("MainWindow", "File")) - self.menuEdit.setTitle(_translate("MainWindow", "Edit")) - self.menuView.setTitle(_translate("MainWindow", "View")) - self.menuHelp.setTitle(_translate("MainWindow", "Help")) - self.menuGraphics.setTitle(_translate("MainWindow", "Graphics")) - self.menuDB.setTitle(_translate("MainWindow", "Database")) - self.inputDock.setWindowTitle(_translate("MainWindow", "Input dock")) - #self.pushButton.setText(_translate("MainWindow", "PushButton")) - self.btn_Reset.setToolTip(_translate("MainWindow", "Alt+R")) - self.btn_Reset.setText(_translate("MainWindow", "Reset")) - self.btn_Reset.setShortcut(_translate("MainWindow", "Alt+R")) - self.btn_Design.setToolTip(_translate("MainWindow", "Alt+D")) - self.btn_Design.setText(_translate("MainWindow", "Design")) - self.btn_Design.setShortcut(_translate("MainWindow", "Alt+D")) - self.outputDock.setWindowTitle(_translate("MainWindow", "Output dock")) - self.btn_CreateDesign.setText(_translate("MainWindow", "Create design report")) - self.actionInput.setText(_translate("MainWindow", "Input")) - self.actionInput.setToolTip(_translate("MainWindow", "Input browser")) - self.actionInputwindow.setText(_translate("MainWindow", "inputwindow")) - self.actionNew.setText(_translate("MainWindow", "New")) - self.actionNew.setShortcut(_translate("MainWindow", "Ctrl+N")) - self.action_load_input.setText(_translate("MainWindow", "Load input")) - self.action_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - self.action_save_input.setText(_translate("MainWindow", "Save input")) - self.action_save_input.setIconText(_translate("MainWindow", "Save input")) - self.action_save_input.setShortcut(_translate("MainWindow", "Ctrl+S")) - self.actionSave_As.setText(_translate("MainWindow", "Save As")) - self.actionPrint.setText(_translate("MainWindow", "Print")) - self.actionCut.setText(_translate("MainWindow", "Cut")) - self.actionCut.setShortcut(_translate("MainWindow", "Ctrl+X")) - self.actionCopy.setText(_translate("MainWindow", "Copy")) - self.actionCopy.setShortcut(_translate("MainWindow", "Ctrl+C")) - self.actionPaste.setText(_translate("MainWindow", "Paste")) - self.actionPaste.setShortcut(_translate("MainWindow", "Ctrl+V")) - self.actionInput_Browser.setText(_translate("MainWindow", "Input Browser")) - self.actionOutput_Browser.setText(_translate("MainWindow", "Output Browser")) - self.actionAbout_Osdag.setText(_translate("MainWindow", "About Osdag")) - self.actionBeam.setText(_translate("MainWindow", "Beam")) - self.actionColumn.setText(_translate("MainWindow", "Column")) - self.actionFinplate.setText(_translate("MainWindow", "Finplate")) - self.actionBolt.setText(_translate("MainWindow", "Bolt")) - self.action2D_view.setText(_translate("MainWindow", "2D view")) - self.actionZoom_in.setText(_translate("MainWindow", "Zoom in")) - self.actionZoom_in.setShortcut(_translate("MainWindow", "Ctrl+I")) - self.actionZoom_out.setText(_translate("MainWindow", "Zoom out")) - self.actionZoom_out.setShortcut(_translate("MainWindow", "Ctrl+O")) - self.actionPan.setText(_translate("MainWindow", "Pan")) - self.actionPan.setShortcut(_translate("MainWindow", "Ctrl+P")) - self.actionRotate_3D_model.setText(_translate("MainWindow", "Rotate 3D model")) - self.actionRotate_3D_model.setShortcut(_translate("MainWindow", "Ctrl+R")) - self.submenuDownload_db.setTitle(_translate("MainWindow", "Download")) - self.actionDownload_column.setText(_translate("MainWindow", "\n\u2022 Column")) - self.actionDownload_beam.setText(_translate("MainWindow", "\n\u2022 Beam")) - self.actionDownload_channel.setText(_translate("MainWindow", "\n\u2022 Channel")) - self.actionDownload_angle.setText(_translate("MainWindow", "\n\u2022 Angle")) - self.actionReset_db.setText(_translate("MainWindow", "Reset")) - self.actionView_2D_on_XY.setText(_translate("MainWindow", "View 2D on XY")) - self.actionView_2D_on_YZ.setText(_translate("MainWindow", "View 2D on YZ")) - self.actionView_2D_on_ZX.setText(_translate("MainWindow", "View 2D on ZX")) - self.actionModel.setText(_translate("MainWindow", "Model")) - self.actionEnlarge_font_size.setText(_translate("MainWindow", "Font")) - self.actionReduce_font_size.setText(_translate("MainWindow", "Reduce font size")) - self.actionSave_3D_model.setText(_translate("MainWindow", "Save 3D model ")) - self.actionSave_3D_model.setShortcut(_translate("MainWindow", "Alt+3")) - self.actionSave_current_image.setText(_translate("MainWindow", "Save CAD image ")) - self.actionSave_current_image.setShortcut(_translate("MainWindow", "Alt+I")) - self.actionSave_log_messages.setText(_translate("MainWindow", "Save log messages")) - self.actionSave_log_messages.setShortcut(_translate("MainWindow", "Alt+M")) - self.actionCreate_design_report.setText(_translate("MainWindow", "Create design report")) - self.actionCreate_design_report.setShortcut(_translate("MainWindow", "Alt+C")) - self.actionQuit_fin_plate_design.setText(_translate("MainWindow", "Quit fin plate design")) - self.actionSave_Front_View.setText(_translate("MainWindow", "Save front view")) - self.actionSave_Front_View.setShortcut(_translate("MainWindow", "Alt+Shift+F")) - self.actionSave_Top_View.setText(_translate("MainWindow", "Save top view")) - self.actionSave_Top_View.setShortcut(_translate("MainWindow", "Alt+Shift+T")) - self.actionSave_Side_View.setText(_translate("MainWindow", "Save side view")) - self.actionSave_Side_View.setShortcut(_translate("MainWindow", "Alt+Shift+S")) - self.actionChange_bg_color.setText(_translate("MainWindow", "Change bg color")) - self.actionChange_background.setText(_translate("MainWindow", "Change background")) - self.actionDesign_examples.setText(_translate("MainWindow", "Design Examples")) - self.actionSample_Problems.setText(_translate("MainWindow", "Sample Problems")) - self.actionSample_Tutorials.setText(_translate("MainWindow", "Video Tutorials")) - self.actionAbout_Osdag_2.setText(_translate("MainWindow", "About Osdag")) - self.actionOsdag_Manual.setText(_translate("MainWindow", "Osdag Manual")) - self.actionAsk_Us_a_Question.setText(_translate("MainWindow", "Ask Us a Question")) - self.check_for_update.setText(_translate("MainWindow", "Check For Update")) - self.actionFAQ.setText(_translate("MainWindow", "FAQ")) - self.actionDesign_Preferences.setText(_translate("MainWindow", "Design Preferences")) - self.actionDesign_Preferences.setShortcut(_translate("MainWindow", "Alt+P")) - self.actionOsdagSectionModeller.setText(_translate("MainWindow", "Section Modeller")) - self.actionOsdagSectionModeller.setShortcut(_translate("MainWindow", "Alt+S")) - self.actionfinPlate_quit.setText(_translate("MainWindow", "Quit")) - self.actionfinPlate_quit.setShortcut(_translate("MainWindow", "Shift+Q")) - self.actio_load_input.setText(_translate("MainWindow", "Load input")) - self.actio_load_input.setShortcut(_translate("MainWindow", "Ctrl+L")) - print("Done") - - # Function for hiding and showing input and output dock - def dockbtn_clicked(self, widget): - - '''(QWidget) -> None - This method dock and undock widget(QdockWidget) - ''' - - flag = widget.isHidden() - if (flag): - widget.show() - else: - widget.hide() - - def database_reset(self): - - conn = sqlite3.connect(PATH_TO_DATABASE) - tables = ["Columns", "Beams", "Angles", "Channels"] - text = "" - for table in tables: - query = "DELETE FROM "+str(table)+" WHERE Source = ?" - cursor = conn.execute(query, ('Custom',)) - text += str(table)+": "+str(cursor.rowcount)+" rows deleted. \n" - conn.commit() - cursor.close() - conn.close() - message = QMessageBox() - message.setWindowTitle('Successful') - message.addButton(message.Ok) - message.setText(text) - message.exec() - -# Function for showing Osdag Section Modeller popup - - def osdag_section_modeller(self): - self.OsdagSectionModeller=Ui_OsdagSectionModeller() - dialog = Dialog1() - self.OsdagSectionModeller.setupUi(dialog) - dialog.dialogShown.connect(self.set_dialog_size(dialog)) - dialog.exec_() - - def set_dialog_size(self,dialog): - def set_size(): - screen_resolution=QtWidgets.QDesktopWidget().screenGeometry() - if(screen_resolution.width()<1025): - measure=screen_resolution.height()-120 - dialog.resize(measure*45//39,measure) - - else: - dialog.resize(900,700) - mysize = dialog.geometry() - hpos = (screen_resolution.width() - mysize.width() ) / 2 - vpos = (screen_resolution.height() - mysize.height() ) / 2 - dialog.move(hpos, vpos) - # dialog.resize(900,900) - # self.OsdagSectionModeller.OCCFrame.setMinimumSize(490,350) - self.OsdagSectionModeller.OCCWindow.setFocus() - return set_size - -class Dialog1(QtWidgets.QDialog): - dialogShown = QtCore.pyqtSignal() - def showEvent(self, event): - super(Dialog1, self).showEvent(event) - self.dialogShown.emit() - -from . import icons_rc -if __name__ == '__main__': - # set_osdaglogger() - - import sys - app = QtWidgets.QApplication(sys.argv) - MainWindow = QtWidgets.QMainWindow() - ui = Ui_ModuleWindow() - ui.setupUi(MainWindow) - MainWindow.show() - sys.exit(app.exec_()) diff --git a/gui/ui_tutorial.py b/gui/ui_tutorial.py deleted file mode 100644 index 374bbffd8..000000000 --- a/gui/ui_tutorial.py +++ /dev/null @@ -1,53 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_tutorial.ui' -# -# Created by: PyQt5 UI code generator 5.6 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Tutorial(object): - def setupUi(self, Dialog): - Dialog.setObjectName("Dialog") - Dialog.resize(277, 132) - icon = QtGui.QIcon() - icon.addPixmap(QtGui.QPixmap(":/newPrefix/images/Osdag.png"), QtGui.QIcon.Normal, QtGui.QIcon.Off) - Dialog.setWindowIcon(icon) - self.gridLayout = QtWidgets.QGridLayout(Dialog) - self.gridLayout.setObjectName("gridLayout") - self.label = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.label.setFont(font) - self.label.setObjectName("label") - self.gridLayout.addWidget(self.label, 0, 0, 1, 1) - self.label_3 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.label_3.setFont(font) - self.label_3.setOpenExternalLinks(True) - self.label_3.setObjectName("label_3") - self.gridLayout.addWidget(self.label_3, 1, 0, 1, 1) - self.label_2 = QtWidgets.QLabel(Dialog) - font = QtGui.QFont() - font.setFamily("Arial") - font.setPointSize(10) - self.label_2.setFont(font) - self.label_2.setOpenExternalLinks(True) - self.label_2.setObjectName("label_2") - self.gridLayout.addWidget(self.label_2, 2, 0, 1, 1) - self.retranslateUi(Dialog) - QtCore.QMetaObject.connectSlotsByName(Dialog) - - def retranslateUi(self, Dialog): - _translate = QtCore.QCoreApplication.translate - Dialog.setWindowTitle(_translate("Dialog", "Tutorials")) - self.label.setText(_translate("Dialog", "Please visit :")) - self.label_3.setText(_translate("Dialog", "

    https://www.youtube.com/channel

    ")) - self.label_2.setText(_translate("Dialog", "

    https://osdag.fossee.in/resources/videos

    ")) - -import gui.osdagMainPageIcons_rc diff --git a/gui/ui_tutorial.ui b/gui/ui_tutorial.ui deleted file mode 100644 index 22b54b3cd..000000000 --- a/gui/ui_tutorial.ui +++ /dev/null @@ -1,73 +0,0 @@ - - - Dialog - - - - 0 - 0 - 277 - 132 - - - - Tutorials - - - - :/newPrefix/images/Osdag.png:/newPrefix/images/Osdag.png - - - - - - - Arial - 10 - - - - Please visit : - - - - - - - - Arial - 10 - - - - <html><head/><body><p><a href="https://www.youtube.com/channel/UCnSZ7EjhDwNi3eCPcSKpgJg"><span style=" text-decoration: underline; color:#0000ff;">https://www.youtube.com/channel</span></a></p></body></html> - - - true - - - - - - - - Arial - 10 - - - - <html><head/><body><p><a href="https://osdag.fossee.in/resources/videos"><span style=" text-decoration: underline; color:#0000ff;">https://osdag.fossee.in/resources/videos</span></a></p></body></html> - - - true - - - - - - - - - - - diff --git a/gui/ui_weld_details.py b/gui/ui_weld_details.py deleted file mode 100644 index 6a27e1b04..000000000 --- a/gui/ui_weld_details.py +++ /dev/null @@ -1,65 +0,0 @@ -# -*- coding: utf-8 -*- - -# Form implementation generated from reading ui file 'ui_weld_details.ui' -# -# Created by: PyQt5 UI code generator 5.9.2 -# -# WARNING! All changes made in this file will be lost! - -from PyQt5 import QtCore, QtGui, QtWidgets - -class Ui_Weld_Details(object): - def setupUi(self, Weld_Details): - Weld_Details.setObjectName("Weld_Details") - Weld_Details.resize(811, 323) - self.scrollArea = QtWidgets.QScrollArea(Weld_Details) - self.scrollArea.setGeometry(QtCore.QRect(9, 9, 791, 241)) - self.scrollArea.setWidgetResizable(True) - self.scrollArea.setObjectName("scrollArea") - self.scrollAreaWidgetContents = QtWidgets.QWidget() - self.scrollAreaWidgetContents.setGeometry(QtCore.QRect(0, 0, 789, 239)) - self.scrollAreaWidgetContents.setObjectName("scrollAreaWidgetContents") - self.label_picture_1 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - self.label_picture_1.setGeometry(QtCore.QRect(0, 0, 391, 241)) - self.label_picture_1.setText("") - self.label_picture_1.setObjectName("label_picture_1") - self.label_picture_2 = QtWidgets.QLabel(self.scrollAreaWidgetContents) - self.label_picture_2.setGeometry(QtCore.QRect(400, 0, 391, 241)) - self.label_picture_2.setText("") - self.label_picture_2.setObjectName("label_picture_2") - self.line = QtWidgets.QFrame(self.scrollAreaWidgetContents) - self.line.setGeometry(QtCore.QRect(380, 0, 31, 241)) - self.line.setFrameShape(QtWidgets.QFrame.VLine) - self.line.setFrameShadow(QtWidgets.QFrame.Sunken) - self.line.setObjectName("line") - self.scrollArea.setWidget(self.scrollAreaWidgetContents) - self.label_note_1 = QtWidgets.QLabel(Weld_Details) - self.label_note_1.setGeometry(QtCore.QRect(10, 260, 791, 20)) - self.label_note_1.setObjectName("label_note_1") - self.label_note_2 = QtWidgets.QLabel(Weld_Details) - self.label_note_2.setGeometry(QtCore.QRect(10, 280, 791, 20)) - self.label_note_2.setObjectName("label_note_2") - self.label_note_3 = QtWidgets.QLabel(Weld_Details) - self.label_note_3.setGeometry(QtCore.QRect(10, 300, 791, 20)) - self.label_note_3.setObjectName("label_note_3") - - self.retranslateUi(Weld_Details) - QtCore.QMetaObject.connectSlotsByName(Weld_Details) - - def retranslateUi(self, Weld_Details): - _translate = QtCore.QCoreApplication.translate - Weld_Details.setWindowTitle(_translate("Weld_Details", "Typical Butt Weld Details")) - self.label_note_1.setText(_translate("Weld_Details", "Note1")) - self.label_note_2.setText(_translate("Weld_Details", "Note2")) - self.label_note_3.setText(_translate("Weld_Details", "Note3")) - - -if __name__ == "__main__": - import sys - app = QtWidgets.QApplication(sys.argv) - Weld_Details = QtWidgets.QDialog() - ui = Ui_Weld_Details() - ui.setupUi(Weld_Details) - Weld_Details.show() - sys.exit(app.exec_()) - diff --git a/gui/ui_weld_details.ui b/gui/ui_weld_details.ui deleted file mode 100644 index 0516c9ef1..000000000 --- a/gui/ui_weld_details.ui +++ /dev/null @@ -1,120 +0,0 @@ - - - Weld_Details - - - - 0 - 0 - 811 - 323 - - - - Typical Butt Weld Details - - - - - 9 - 9 - 791 - 241 - - - - true - - - - - 0 - 0 - 789 - 239 - - - - - - 0 - 0 - 391 - 241 - - - - - - - - - - 400 - 0 - 391 - 241 - - - - - - - - - - 380 - 0 - 31 - 241 - - - - Qt::Vertical - - - - - - - - 10 - 260 - 791 - 20 - - - - Note1 - - - - - - 10 - 280 - 791 - 20 - - - - Note2 - - - - - - 10 - 300 - 791 - 20 - - - - Note3 - - - - - - diff --git a/gusset_connection.py b/gusset_connection.py deleted file mode 100644 index 30ab65259..000000000 --- a/gusset_connection.py +++ /dev/null @@ -1,664 +0,0 @@ -from design_type.connection.connection import Connection -from design_type.member import Member -from Common import * -import sqlite3 -import logging -from PyQt5.QtCore import QFile, pyqtSignal, QTextStream, Qt, QIODevice -from PyQt5.QtWidgets import QMainWindow, QDialog, QFontDialog, QApplication, QFileDialog, QColorDialog, QMessageBox -import sys - -from utils.common.component import Bolt -from design_report.reportGenerator_latex import CreateLatex - -PATH_TO_DATABASE = "ResourceFiles/Database/Intg_osdag.sqlite" - -def connectdb(table_name, call_type="dropdown"): - """ - Function to fetch designation values from respective Tables. - """ - - # @author: Amir - conn = sqlite3.connect(PATH_TO_DATABASE) - lst = [] - if table_name == "Angles": - cursor = conn.execute("SELECT Designation FROM Angles") - - elif table_name == "Channels": - cursor = conn.execute("SELECT Designation FROM Channels") - - elif table_name == "Beams": - cursor = conn.execute("SELECT Designation FROM Beams") - - elif table_name == "Bolt": - cursor = conn.execute("SELECT Diameter_of_bolt FROM Bolt") - - elif table_name == "Material": - cursor = conn.execute("SELECT Grade FROM Material") - - else: - cursor = conn.execute("SELECT Designation FROM Columns") - rows = cursor.fetchall() - - for row in rows: - lst.append(row) - - final_lst = tuple_to_str(lst, call_type) - return final_lst - -def tuple_to_str(tl, call_type): - if call_type is "dropdown": - arr = ['Select Section'] - else: - arr = [] - for v in tl: - val = ''.join(v) - arr.append(val) - return arr - -def tuple_to_str_popup(tl): - - # @author: Amir - - arr = [] - for v in tl: - val = ''.join(v) - arr.append(val) - return arr -def connectdb1(): - """ - Function to fetch diameter values from Bolt Table - """ - # @author: Amir - - lst = [] - conn = sqlite3.connect(PATH_TO_DATABASE) - cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") - rows = cursor.fetchall() - for row in rows: - lst.append(row) - l2 = tuple_to_str_popup(lst) - return l2 - -######### Just FOR Documentation ######## -KEY_DISP_GUSSET = 'Gusset Connection' - -KEY_MODULE = 'Module' -TYPE_MODULE = 'Window Title' - -KEY_IMAGE = 'Image' - -DISP_TITLE_CM = 'Connecting members' - -KEY_MEMBER_COUNT = 'Member.Count' -KEY_DISP_MEMBER_COUNT = 'Member Count' -VALUES_MEM_COUNT = ['1','2','3','4','5','6','7'] - -KEY_SEC_PROFILE = 'Member.Profile' -KEY_DISP_SEC_PROFILE = 'Section Profile' -VALUES_SEC_PROFILE = ['Angles', 'Channels'] - -KEY_SECSIZE = 'Member.Designation' -KEY_DISP_SECSIZE = 'Section Size*' -VALUES_SECSIZE = ['All', 'Customized'] - -KEY_MATERIAL = 'Member.Material' -KEY_DISP_MATERIAL = 'Material *' -VALUES_MATERIAL = connectdb("Material") - -DISP_TITLE_LOADS = 'Factored load' -KEY_AXIAL = 'Load.Axial' -KEY_DISP_AXIAL = 'Axial (kN) *' -VALUES_AXIAL = ['Minimum','Customized'] - -# Key for storing Diameter sub-key of Bolt -DISP_TITLE_BOLT = 'Bolt' -KEY_D = 'Bolt.Diameter' -KEY_DISP_D = 'Diameter(mm)*' -VALUES_D = ['All', 'Customized'] - -# Key for storing Type sub-key of Bolt -KEY_TYP = 'Bolt.Type' -KEY_DISP_TYP = 'Type *' -TYP_BEARING = "Bearing Bolt" -TYP_FRICTION_GRIP = "Friction Grip Bolt" -VALUES_TYP = ['Select Type', TYP_FRICTION_GRIP, TYP_BEARING] -VALUES_TYP_1 = ['Friction Grip Bolt'] -VALUES_TYP_2 = ['Bearing Bolt'] - -# Key for storing Grade sub-key of Bolt -KEY_GRD = 'Bolt.Grade' -KEY_DISP_GRD = 'Grade *' -VALUES_GRD = ['All', 'Customized'] -VALUES_GRD_CUSTOMIZED = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] - - -DISP_TITLE_PLATE = 'Plate' -KEY_PLATETHK = 'Plate.Thickness' -VALUES_PLATETHK = ['All', 'Customized'] -VALUES_PLATETHK_CUSTOMIZED = ['3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', '22', '24', '26', '28', '30'] - -# Keys for design_pref -KEY_SUPTNGSEC_DESIGNATION = 'Supporting_Section.Designation' -KEY_DISP_SUPTNGSEC_DESIGNATION = 'Designation' -KEY_DISP_MECH_PROP = 'Mechanical Properties' -KEY_SUPTNGSEC_FU = 'Supporting_Section.Ultimate_Strength' -KEY_DISP_SUPTNGSEC_FU = 'Ultimate strength, fu (MPa)' -KEY_SUPTNGSEC_FY = 'Supporting_Section.Yield_Strength' -KEY_DISP_SUPTNGSEC_FY = 'Yield Strength , fy (MPa)' -KEY_PLATE_MATERIAL = 'Plate.Material' -KEY_PLATE_FU = 'Plate.Ultimate_Strength' -KEY_DISP_PLATE_FU = 'Ultimate strength, fu (MPa)' -KEY_PLATE_FY = 'Plate.Yield_Strength' -KEY_DISP_PLATE_FY = 'Yield Strength , fy (MPa)' - - -# Keys for output_dock -KEY_OUT_D_PROVIDED = 'Bolt.Diameter' -KEY_OUT_DISP_D_PROVIDED = 'Diameter (mm)' -KEY_OUT_GRD_PROVIDED = 'Bolt.Grade_Provided' -KEY_OUT_DISP_GRD_PROVIDED = 'Grade' -KEY_OUT_BOLT_SHEAR = 'Bolt.Shear' -KEY_OUT_DISP_BOLT_SHEAR = 'Shear Capacity (kN)' -KEY_OUT_BOLT_BEARING = 'Bolt.Bearing' -KEY_OUT_DISP_BOLT_BEARING = 'Bearing Capacity (kN)' -KEY_OUT_BOLT_CAPACITY = 'Bolt.Capacity' -KEY_OUT_DISP_BOLT_CAPACITY = 'Capacity (kN)' -VALUE_NOT_APPLICABLE = 'N/A' - - -TYPE_COMBOBOX = 'ComboBox' -TYPE_TEXTBOX = 'TextBox' -TYPE_TITLE = 'Title' -TYPE_LABEL = 'Label' -TYPE_IMAGE = 'Image' -TYPE_IMAGE_COMPRESSION = 'Image_compression' -TYPE_COMBOBOX_CUSTOMIZED = 'ComboBox_Customized' -TYPE_OUT_BUTTON = 'Output_dock_Button' -TYPE_BREAK = 'Break' -TYPE_ENTER = 'Enter' -TYPE_TEXT_BROWSER = 'TextBrowser' -TYPE_NOTE = 'Note' -TYPE_TAB_1 = "TYPE_TAB_1" -TYPE_TAB_2 = "TYPE_TAB_2" - - -class OurLog(logging.Handler): - - def __init__(self, key): - logging.Handler.__init__(self) - self.key = key - # self.key.setText("

    Welcome to Osdag

    ") - - def handle(self, record): - msg = self.format(record) - if record.levelname == 'WARNING': - msg = ""+ msg +"" - elif record.levelname == 'ERROR': - msg = ""+ msg +"" - elif record.levelname == 'INFO': - msg = "" + msg + "" - self.key.append(msg) - # self.key.append(record.levelname) - -class GussetConnection(Connection,Member): - - def __init__(self): - super(GussetConnection, self).__init__() - - ############################################### - # Design Preference Functions Start - ############################################### - - def tab_list(self): - """ - - :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the - order they are appended. Format of the Tuple is: - [Tab Title, Type of Tab, function for tab content) - Tab Title : Text which is displayed as Title of Tab, - Type of Tab: There are Three types of tab layouts. - Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" - TYPE_TAB_2: This contains a Text box for side note. - TYPE_TAB_3: This is plain layout - function for tab content: All the values like labels, input widgets can be passed as list of tuples, - which will be displayed in chosen tab layout - - """ - tabs = [] - - t1 = (DISP_TITLE_ANGLE, TYPE_TAB_1, self.tab_angle_section) - tabs.append(t1) - - t2 = (DISP_TITLE_CHANNEL, TYPE_TAB_1, self.tab_channel_section) - tabs.append(t2) - - t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) - tabs.append(t6) - - t3 = ("Bolt", TYPE_TAB_2, self.bolt_values) - tabs.append(t3) - - t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) - tabs.append(t4) - - t5 = ("Design", TYPE_TAB_2, self.design_values) - tabs.append(t5) - - return tabs - - def tab_value_changed(self): - """ - - :return: This function is used to update the values of the keys in design preferences, - which are dependent on other inputs. - It returns list of tuple which contains, tab name, keys whose values will be changed, - function to change the values and arguments for the function. - - [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] - - Here Argument list should have only one element. - Changing of this element,(either changing index or text depending on widget type), - will update the list of keys (this can be more than one). - TODO: input widget type of keys (3rd element) is no longer required. needs to be removed - - """ - change_tab = [] - - t1 = (DISP_TITLE_ANGLE, [KEY_SECSIZE, KEY_SEC_MATERIAL, 'Label_0'], - [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', - 'Label_7', 'Label_8', 'Label_9', - 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', - 'Label_18', - 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24', KEY_IMAGE], TYPE_TEXTBOX, - self.get_new_angle_section_properties) - change_tab.append(t1) - - t2 = (DISP_TITLE_ANGLE, ['Label_1', 'Label_2', 'Label_3', 'Label_0'], - ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', - 'Label_15', - 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', - KEY_IMAGE], - TYPE_TEXTBOX, self.get_Angle_sec_properties) - change_tab.append(t2) - - t3 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE, KEY_SEC_MATERIAL, 'Label_0'], - [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_13', - 'Label_14', - 'Label_4', 'Label_5', - 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', - 'Label_19', 'Label_20', 'Label_21', - 'Label_22', 'Label_23', 'Label_26', 'Label_27', KEY_IMAGE], TYPE_TEXTBOX, - self.get_new_channel_section_properties) - change_tab.append(t3) - - t4 = (DISP_TITLE_CHANNEL, ['Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14'], - ['Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', 'Label_19', - 'Label_20', 'Label_21', 'Label_22', 'Label_26', 'Label_27', KEY_IMAGE], TYPE_TEXTBOX, - self.get_Channel_sec_properties) - - change_tab.append(t4) - - t5 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, - KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) - - change_tab.append(t5) - - t6 = (DISP_TITLE_ANGLE, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t6) - - t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) - change_tab.append(t7) - - return change_tab - - def input_dictionary_design_pref(self): - """ - - :return: This function is used to choose values of design preferences to be saved to design dictionary. - - It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, - - [(Tab Name, input widget type of keys, [List of keys to be saved])] - - """ - design_input = [] - - t2 = (DISP_TITLE_ANGLE, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) - design_input.append(t2) - - t2 = (DISP_TITLE_CHANNEL, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) - design_input.append(t2) - - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) - design_input.append(t3) - - # t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) - # design_input.append(t4) - # - # t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) - # design_input.append(t4) - # - # t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) - # design_input.append(t5) - - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DETAILING_EDGE_TYPE]) - design_input.append(t5) - - t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) - design_input.append(t6) - - t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) - design_input.append(t7) - - return design_input - - def input_dictionary_without_design_pref(self): - """ - - :return: Returns list of tuples which have the design preference keys to be stored if user does not open - design preference (since deisgn preference values are saved on click of 'save' this function is necessary' - - ([Key need to get default values, list of design prefernce values, source of key]) - - TODO: list of design preference values are sufficient in this function - since whole of input dock design dictionary is being passed anyway in ui template - """ - design_input = [] - t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') - design_input.append(t1) - - t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, - KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_EDGE_TYPE, - KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') - design_input.append(t2) - - return design_input - - def refresh_input_dock(self): - """ - - :return: This function returns list of tuples which has keys that needs to be updated, - on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) - - [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] - """ - - add_buttons = [] - - t2 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Angles', 'Back to Back Angles', 'Star Angles'], "Angles") - add_buttons.append(t2) - - t2 = (DISP_TITLE_CHANNEL, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, - ['Channels', 'Back to Back Channels'], "Channels") - add_buttons.append(t2) - - return add_buttons - - #################################### - # Design Preference Functions End - #################################### - - def set_osdaglogger(key): - - """ - Function to set Logger for FinPlate Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - handler = logging.FileHandler('logging_text.log') - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - return KEY_DISP_GUSSET - - def input_values(self): - - ''' - Fuction to return a list of tuples to be displayed as the UI.(Input Dock) - ''' - # @author: Amir, Umair - self.module = KEY_DISP_GUSSET - - options_list = [] - - t16 = (KEY_MODULE, KEY_DISP_GUSSET, TYPE_MODULE, None, True, 'No Validator') - options_list.append(t16) - - t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t1) - - t2 = (KEY_MEMBER_COUNT, KEY_DISP_MEMBER_COUNT, TYPE_COMBOBOX, VALUES_MEM_COUNT, True, 'No Validator') - options_list.append(t2) - - t3 = (KEY_IMAGE, None, TYPE_IMAGE, "./ResourceFiles/images/sample_gusset.png", True, 'No Validator') - options_list.append(t3) - - t4 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE, True, 'No Validator') - options_list.append(t4) - - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_SECSIZE, True, 'No Validator') - options_list.append(t4) - - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') - options_list.append(t5) - - t6 = (None, DISP_TITLE_LOADS, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t6) - - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, VALUES_AXIAL, True, 'Int Validator') - options_list.append(t8) - - t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') - options_list.append(t9) - - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') - options_list.append(t10) - - return options_list - - def customized_input(self): - - list1 = [] - t1 = (KEY_SECSIZE, self.fn_profile_section) - list1.append(t1) - t3 = (KEY_D, self.diam_bolt_customized) - list1.append(t3) - return list1 - - def fn_profile_section(self): - - "Function to populate combobox based on the section type selected" - - # print(self,"2") - if self == 'Beams': - return connectdb("Beams", call_type="popup") - elif self == 'Columns': - return connectdb("Columns", call_type= "popup") - elif self in ['Angles', 'Back to Back Angles', 'Star Angles']: - return connectdb("Angles", call_type= "popup") - elif self in ['Channels', 'Back to Back Channels']: - return connectdb("Channels", call_type= "popup") - - @staticmethod - def diam_bolt_customized(): - c = connectdb1() - return c - - def input_value_changed(self): - - lst = [] - - t2 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) - lst.append(t2) - - return lst - - def func_for_validation(self, design_dictionary): - all_errors = [] - self.design_status = False - option_list = self.input_values(self) - for option in option_list: - if option[2] == TYPE_TEXTBOX: - if design_dictionary[option[0]] == '': - all_errors.append('Please input '+option[1]) - # Since all COMBO BOX have default value except material, we can check only for Material. - if option[0] == KEY_MATERIAL: - val = option[4] - if design_dictionary[option[0]] == val[0]: - all_errors.append('Please input '+option[1]) - elif option[2] == TYPE_COMBOBOX_CUSTOMIZED: - if design_dictionary[option[0]] == []: - all_errors.append('Please input '+option[1]) - - if all_errors == []: - self.set_input_values(self, design_dictionary) - else: - return all_errors - - - def set_input_values(self, design_dictionary): - self.section = design_dictionary[KEY_SECSIZE][0] - self.membercount = design_dictionary[KEY_MEMBER_COUNT] - self.load = design_dictionary[KEY_AXIAL] - self.bolt = Bolt(grade=[8.8], diameter=design_dictionary[KEY_D], - bolt_type='Bearing Bolt') - self.bolt_details = { - 'diameter':self.bolt.bolt_diameter[0], - 'grade': 8.8, - 'number of bolts': 4} - - def output_values(self, flag): - ''' - Fuction to return a list of tuples to be displayed as the UI.(Output Dock) - ''' - - # @author: Umair - - out_list = [] - - t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) - out_list.append(t1) - - t2 = ( - KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_diameter_provided if flag else '', - True) - out_list.append(t2) - - t3 = ( - KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_grade_provided if flag else '', - True) - - out_list.append(t3) - - t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, - round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) - out_list.append(t4) - - bolt_bearing_capacity_disp = '' - if flag is True: - if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) - - t5 = ( - KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) - out_list.append(t5) - - t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, - round(self.bolt.bolt_capacity / 1000, 2) if flag else '', True) - out_list.append(t6) - - return out_list - - def save_design(self,popup_summary): - - self.report_input = \ - {KEY_MODULE: self.module, - 'Num of Members':self.membercount, - 'Load': self.load, - KEY_DISP_D: str(self.bolt.bolt_diameter), - KEY_DISP_GRD: str(self.bolt.bolt_grade), - KEY_DISP_TYP: self.bolt.bolt_type} - - self.report_check = [] - - t1 = ('SubSection', 'Bolt Design Checks','|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') - self.report_check.append(t1) - - if self.bolt.bolt_type == TYP_BEARING: - t1 = ('Bolt Shear Capacity', '', '50', '') - self.report_check.append(t1) - t2 = ('Bolt Bearing Capacity', '', '40', '') - self.report_check.append(t2) - t3 = ('Bolt capacity', '35','40','Pass') - self.report_check.append(t3) - else: - - t4 = ('Bolt slip capacity', '60','70','Pass') - self.report_check.append(t4) - - - Disp_3D_image = "/ResourceFiles/images/3d.png" - rel_path = str(sys.path[0]) - rel_path = rel_path.replace("\\", "/") - - fname_no_ext = popup_summary['filename'] - CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, - rel_path, Disp_3D_image, module=self.module) - - def show_error_message(self): - QMessageBox.about(self, 'information', "Your message!") - - def get_3d_components(self): - components = [] - - t1 = ('Model', self.call_3DModel) - components.append(t1) - - t2 = ('Beam', self.call_3DBeam) - components.append(t2) - - t3 = ('Column', self.call_3DColumn) - components.append(t3) - - t4 = ('End Plate', self.call_3DPlate) - components.append(t4) - - return components - - def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'End Plate': - continue - if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) - ui.commLogicObj.display_3DModel("Plate", bgcolor) - - -if __name__ == '__main__': - app = QApplication(sys.argv) - from gui.ui_template import Ui_ModuleWindow - window = Ui_ModuleWindow(GussetConnection,'') - window.show() - try: - sys.exit(app.exec_()) - except: - print("ERROR") \ No newline at end of file diff --git a/gusset_connection_template.py b/gusset_connection_template.py deleted file mode 100644 index c84820e80..000000000 --- a/gusset_connection_template.py +++ /dev/null @@ -1,46 +0,0 @@ -from design_type.connection.connection import Connection -from Common import * -import logging -from PyQt5.QtCore import QFile, pyqtSignal, QTextStream, Qt, QIODevice -from PyQt5.QtWidgets import QMainWindow, QDialog, QFontDialog, QApplication, QFileDialog, QColorDialog -import sys -from gui.ui_template import Ui_ModuleWindow - - -class GussetConnection(Connection): - - def __init__(self): - super(GussetConnection, self).__init__() - - def set_osdaglogger(key): - pass - - def module_name(self): - return KEY_DISP_GUSSET - - def input_values(self, existingvalues={}): - pass - - def customized_input(self): - pass - - def input_value_changed(self): - pass - - -class MainController(QMainWindow): - # closed = pyqtSignal() - def __init__(self, Ui_ModuleWindow, main): - super(MainController,self).__init__() - QMainWindow.__init__(self) - self.ui = Ui_ModuleWindow() - self.ui.setupUi(self, main, '') - -if __name__ == '__main__': - app = QApplication(sys.argv) - window = MainController(Ui_ModuleWindow,GussetConnection) - window.show() - try: - sys.exit(app.exec_()) - except: - print("ERROR") diff --git a/install_dependencies.sh b/install_dependencies.sh deleted file mode 100644 index fad04f68c..000000000 --- a/install_dependencies.sh +++ /dev/null @@ -1,73 +0,0 @@ - -sudo apt-get install gcc -conda install --offline /app/conda_packages/blas-1.0-mkl.tar.bz2 -conda install --offline /app/conda_packages/certifi-2020.4.5.1-py37_0.tar.bz2 -conda install --offline /app/conda_packages/conda-4.8.3-py37_0.tar.bz2 -conda install --offline /app/conda_packages/intel-openmp-2020.0-166.tar.bz2 -conda install --offline /app/conda_packages/libgfortran-ng-7.3.0-hdf63c60_0.tar.bz2 -conda install --offline /app/conda_packages/mkl-2020.0-166.tar.bz2 -conda install --offline /app/conda_packages/mkl_fft-1.0.15-py37ha843d7b_0.tar.bz2 -conda install --offline /app/conda_packages/mkl_random-1.1.0-py37hd6b4f25_0.tar.bz2 -conda install --offline /app/conda_packages/mkl-service-2.3.0-py37he904b0f_0.tar.bz2 -conda install --offline /app/conda_packages/numpy-1.18.1-py37h94c655d_0.tar.bz2 -conda install --offline /app/conda_packages/numpy-base-1.18.1-py37h2f8d375_1.tar.bz2 -conda install --offline /app/conda_packages/openssl-1.1.1g-h7b6447c_0.tar.bz2 -#2nd -conda install --offline /app/conda_packages/cairo-1.16.0-hcf35c78_1003.tar.bz2 -conda install --offline /app/conda_packages/cairocffi-1.1.0-py_0.tar.bz2 -conda install --offline /app/conda_packages/cairosvg-2.4.2-py_0.tar.bz2 -conda install --offline /app/conda_packages/click-7.1.2-pyh9f0ad1d_0.tar.bz2 -conda install --offline /app/conda_packages/cssselect2-0.2.1-pyh9f0ad1d_1.tar.bz2 -conda install --offline /app/conda_packages/defusedxml-0.6.0-py_0.tar.bz2 -conda install --offline /app/conda_packages/fontconfig-2.13.1-h86ecdb6_1001.tar.bz2 -conda install --offline /app/conda_packages/freeimageplus-3.18.0-hf484d3e_2.tar.bz2 -conda install --offline /app/conda_packages/freetype-2.10.1-he06d7ca_0.tar.bz2 -conda install --offline /app/conda_packages/gettext-0.19.8.1-hc5be6a0_1002.tar.bz2 -conda install --offline /app/conda_packages/gl2ps-1.3.8-h14c3975_4.tar.bz2 -conda install --offline /app/conda_packages/glib-2.64.2-h6f030ca_0.tar.bz2 -conda install --offline /app/conda_packages/icu-64.2-he1b5a44_1.tar.bz2 -conda install --offline /app/conda_packages/jpeg-9c-h14c3975_1001.tar.bz2 -conda install --offline /app/conda_packages/libblas-3.8.0-14_openblas.tar.bz2 -conda install --offline /app/conda_packages/libcblas-3.8.0-14_openblas.tar.bz2 -conda install --offline /app/conda_packages/libgfortran-ng-7.3.0-hdf63c60_5.tar.bz2 -conda install --offline /app/conda_packages/libiconv-1.15-h516909a_1006.tar.bz2 -conda install --offline /app/conda_packages/liblapack-3.8.0-14_openblas.tar.bz2 -conda install --offline /app/conda_packages/libopenblas-0.3.7-h5ec1e0e_6.tar.bz2 -conda install --offline /app/conda_packages/libpng-1.6.37-hed695b0_1.tar.bz2 -conda install --offline /app/conda_packages/libtiff-4.1.0-hc7e4089_6.tar.bz2 -conda install --offline /app/conda_packages/libuuid-2.32.1-h14c3975_1000.tar.bz2 -conda install --offline /app/conda_packages/libwebp-base-1.1.0-h516909a_3.tar.bz2 -conda install --offline /app/conda_packages/libxcb-1.13-h14c3975_1002.tar.bz2 -conda install --offline /app/conda_packages/libxml2-2.9.10-hee79883_0.tar.bz2 -conda install --offline /app/conda_packages/lz4-c-1.8.3-he1b5a44_1001.tar.bz2 -conda install --offline /app/conda_packages/olefile-0.46-py_0.tar.bz2 -conda install --offline /app/conda_packages/pcre-8.44-he1b5a44_0.tar.bz2 -conda install --offline /app/conda_packages/pillow-7.1.2-py37hb39fc2d_0.tar.bz2 -conda install --offline /app/conda_packages/pixman-0.38.0-h516909a_1003.tar.bz2 -conda install --offline /app/conda_packages/pthread-stubs-0.4-h14c3975_1001.tar.bz2 -conda install --offline /app/conda_packages/pyparsing-2.4.7-pyh9f0ad1d_0.tar.bz2 -conda install --offline /app/conda_packages/python_abi-3.7-1_cp37m.tar.bz2 -conda install --offline /app/conda_packages/svgwrite-1.4-py_2.tar.bz2 -conda install --offline /app/conda_packages/tinycss2-1.0.2-py_1.tar.bz2 -conda install --offline /app/conda_packages/webencodings-0.5.1-py_1.tar.bz2 -conda install --offline /app/conda_packages/xorg-kbproto-1.0.7-h14c3975_1002.tar.bz2 -conda install --offline /app/conda_packages/xorg-libice-1.0.10-h516909a_0.tar.bz2 -conda install --offline /app/conda_packages/xorg-libsm-1.2.3-h84519dc_1000.tar.bz2 -conda install --offline /app/conda_packages/xorg-libx11-1.6.9-h516909a_0.tar.bz2 -conda install --offline /app/conda_packages/xorg-libxau-1.0.9-h14c3975_0.tar.bz2 -conda install --offline /app/conda_packages/xorg-libxdmcp-1.1.3-h516909a_0.tar.bz2 -conda install --offline /app/conda_packages/xorg-libxext-1.3.4-h516909a_0.tar.bz2 -conda install --offline /app/conda_packages/xorg-libxrender-0.9.10-h516909a_1002.tar.bz2 -conda install --offline /app/conda_packages/xorg-renderproto-0.11.1-h14c3975_1002.tar.bz2 -conda install --offline /app/conda_packages/xorg-xextproto-7.3.0-h14c3975_1002.tar.bz2 -conda install --offline /app/conda_packages/xorg-xproto-7.0.31-h14c3975_1007.tar.bz2 -conda install --offline /app/conda_packages/zstd-1.4.4-h3b9ef0a_2.tar.bz2 -conda install --offline /app/conda_packages/numpy-1.18.1-py37h8960a57_1.tar.bz2 - -conda install --offline /app/conda_packages/oce-0.18.3-3.tar.bz2 -conda install --offline /app/conda_packages/pythonocc-core-0.18.2-py37_283.tar.bz2 -conda install --offline /app/conda_packages/smesh-6.7.6-7.tar.bz2 -conda install --offline /app/conda_packages/tbb-2019.9-hc9558a2_0.tar.bz2 - - -echo "source activate myenv" > ~/.bashrc \ No newline at end of file diff --git a/install_freecad.sh b/install_freecad.sh deleted file mode 100644 index 136b8cb0b..000000000 --- a/install_freecad.sh +++ /dev/null @@ -1,13 +0,0 @@ -#!/bin/bash - -# Update the system package list -sudo apt-get update - -# Install snapd package manager -sudo apt-get install snapd - -# Install FreeCAD from Snap -sudo snap install freecad - -# Print success message -echo "FreeCAD has been installed successfully!" diff --git a/issues.md b/issues.md deleted file mode 100644 index 12aaa1d8b..000000000 --- a/issues.md +++ /dev/null @@ -1,10 +0,0 @@ -# Issues that need to be resolved : - -[ ] For a logged in user, storing the .osi files in the FS of the server -[ ] Displaying the all the .osi files of the User Account -[ ] For Guest user, don't allow to store the .osi files in the FS of the server -[X] Verify email feature -[ ] Forgot password feature -[ ] Create/Delete/Update operations on the IndexedDB ( instead of the actual Postgres database ) -[ ] Re-rendering the component after login -[ ] The design Preferences popup gives Error when clicked the first time diff --git a/load_tests/Locust_2026-06-23-14h32_locustfile.py_http___10.104.135.9_8000_10users.html b/load_tests/Locust_2026-06-23-14h32_locustfile.py_http___10.104.135.9_8000_10users.html new file mode 100644 index 000000000..16c7b3758 --- /dev/null +++ b/load_tests/Locust_2026-06-23-14h32_locustfile.py_http___10.104.135.9_8000_10users.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/Locust_2026-06-23-14h35_locustfile.py_http___10.104.135.9_8000_50users.html b/load_tests/Locust_2026-06-23-14h35_locustfile.py_http___10.104.135.9_8000_50users.html new file mode 100644 index 000000000..c1adb7fd5 --- /dev/null +++ b/load_tests/Locust_2026-06-23-14h35_locustfile.py_http___10.104.135.9_8000_50users.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/Locust_2026-06-23-14h37_locustfile.py_http___10.104.135.9_8000_100users.html b/load_tests/Locust_2026-06-23-14h37_locustfile.py_http___10.104.135.9_8000_100users.html new file mode 100644 index 000000000..78606aa0d --- /dev/null +++ b/load_tests/Locust_2026-06-23-14h37_locustfile.py_http___10.104.135.9_8000_100users.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/Locust_2026-06-23-14h42_locustfile.py_http___10.104.135.9_8000_200users.html b/load_tests/Locust_2026-06-23-14h42_locustfile.py_http___10.104.135.9_8000_200users.html new file mode 100644 index 000000000..2dffd161a --- /dev/null +++ b/load_tests/Locust_2026-06-23-14h42_locustfile.py_http___10.104.135.9_8000_200users.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/README.md b/load_tests/README.md new file mode 100644 index 000000000..54177d7c7 --- /dev/null +++ b/load_tests/README.md @@ -0,0 +1,105 @@ +# Axially Loaded Column Backend Load Tests + +This load testing suite measures the performance and concurrency limits of the **Axially Loaded Column** calculation module. + +Two test modes are available: + +| Mode | Locustfile | Description | +| :--- | :--- | :--- | +| **HTTP Polling** | `locustfile.py` | POST to enqueue, then poll `GET /api/tasks/{id}/` every 1 s until done | +| **WebSocket** | `locustfile_ws.py` | POST to enqueue, then open a persistent WebSocket and wait for the result message | + +Both modes track two custom aggregated metrics in Locust: +* `design_enqueue` ā€” Latency of the initial `POST` request (queuing phase only). +* `design_round_trip` ā€” Total time from `POST` to final `SUCCESS`/`FAILURE` (queuing + calculation time). + +The WebSocket mode additionally tracks: +* `design_ws_connect` ā€” WS handshake latency, useful for spotting file-descriptor exhaustion under high load. + +--- + +## Setup Instructions + +### 1. Install dependencies +It is recommended to run this inside a Python virtual environment: +```bash +python3 -m venv venv +source venv/bin/activate +pip install -r requirements.txt +``` + +### 2. Run interactively via the Locust Web UI + +**HTTP Polling mode:** +```bash +locust -f locustfile.py --host http://10.104.135.9:8000 +``` + +**WebSocket mode:** +```bash +locust -f locustfile_ws.py --host http://10.104.135.9:8000 +``` + +Open your browser and navigate to **[http://localhost:8089](http://localhost:8089)**. + +--- + +## Automated 4-Tier Run (`run_automated_tests.py`) + +`run_automated_tests.py` orchestrates the full 4-tier stress test automatically (no UI needed) and produces a single self-contained HTML dashboard. + +### Usage + +```bash +# Full WebSocket run against the default host (http://10.104.135.9:8000) +python run_automated_tests.py + +# Point at a different host +python run_automated_tests.py --host http://localhost:8000 + +# Use the HTTP polling locustfile instead of the default WebSocket one +python run_automated_tests.py --locustfile locustfile.py + +# Quick smoke-test (10 s/tier, 5 s cooldown) to verify plumbing before a real run +python run_automated_tests.py --dry-run + +# All options +python run_automated_tests.py --help +``` + +After the run completes, open **`report_dashboard_ws.html`** (or `report_dashboard.html` for HTTP mode) in a browser to inspect the results. + +--- + +## Load Test Methodology (4-Tier Progression) + +Each tier runs for **3 minutes** with a **30-second cooldown** between tiers so the Celery queue fully drains before the next tier begins. + +| Tier | Concurrent Users | Spawn Rate (users/sec) | Purpose | +| :--- | :--- | :--- | :--- | +| **Tier 1** | 10 | 20 | **Baseline** ā€” Standard operational behaviour. | +| **Tier 2** | 50 | 20 | **Light Load** ā€” Approaching Celery worker concurrency (18). | +| **Tier 3** | 100 | 20 | **Moderate Load** ā€” Queue begins to build; tests backlog processing. | +| **Tier 4** | 200 | 20 | **Full Stress** ā€” Maximum load; identifies capacity ceiling and bottlenecks. | + +### Manual tier run (Web UI) +1. In the Locust Web UI, enter the **Number of users** and **Spawn rate** from the table above. +2. Click **Start swarming**. +3. Let it run for 3 minutes. +4. Click **Stop**. +5. **CRITICAL**: Wait for all active Celery tasks to finish (verify in Grafana or by checking the active tasks count drops to 0) before starting the next tier. + +--- + +## Metrics to Monitor + +### 1. Locust Web UI / Reports (`http://localhost:8089`) +- **`design_enqueue`** ā€” Should stay fast (< 500 ms) regardless of tier; it only enqueues to Redis. +- **`design_round_trip`** ā€” Will increase as concurrency exceeds the Celery worker pool (18 workers). Watch how it scales across tiers. +- **`design_ws_connect`** *(WebSocket mode only)* ā€” Spike here signals file-descriptor exhaustion; ensure `ulimit -n ā‰„ 65536` on the server. +- **Failures / Errors** ā€” Watch for backend timeouts, connection errors, or calculation failures. + +### 2. Grafana Dashboard (`http://10.104.135.9:3001`) +- **Host CPU / RAM** ā€” Celery worker calculations are CPU-intensive; watch for saturation and OOM events. +- **Redis Queue Depth** ā€” Monitor queued task count during Tiers 3 & 4 to observe backlog behaviour. +- **DB Connection Pool** ā€” Check that PostgreSQL connections aren't exhausted by the API or workers. diff --git a/load_tests/generate_report_dashboard.py b/load_tests/generate_report_dashboard.py new file mode 100644 index 000000000..7de1ac80a --- /dev/null +++ b/load_tests/generate_report_dashboard.py @@ -0,0 +1,1107 @@ +import os +import json +import re +from datetime import datetime + +# Define files and labels +report_files = [ + ('10 Users (Tier 1)', 'load_tests/Locust_2026-06-23-14h32_locustfile.py_http___10.104.135.9_8000_10users.html'), + ('50 Users (Tier 2)', 'load_tests/Locust_2026-06-23-14h35_locustfile.py_http___10.104.135.9_8000_50users.html'), + ('100 Users (Tier 3)', 'load_tests/Locust_2026-06-23-14h37_locustfile.py_http___10.104.135.9_8000_100users.html'), + ('200 Users (Tier 4)', 'load_tests/Locust_2026-06-23-14h42_locustfile.py_http___10.104.135.9_8000_200users.html') +] + +combined_data = { + 'tiers': [] +} + +for label, filepath in report_files: + if not os.path.exists(filepath): + print(f"Warning: {filepath} does not exist. Skipping.") + continue + + with open(filepath, 'r') as f: + text = f.read() + + idx = text.find('window.templateArgs =') + if idx == -1: + print(f"Warning: templateArgs not found in {filepath}. Skipping.") + continue + + start_idx = idx + len('window.templateArgs =') + data, _ = json.JSONDecoder().raw_decode(text[start_idx:].strip()) + + # Process history times to relative seconds + raw_history = data.get('history', []) + processed_history = [] + if raw_history: + # Base time parse + def parse_time(t_str): + try: + # e.g., '2026-06-23T09:02:45Z' + return datetime.strptime(t_str, '%Y-%m-%dT%H:%M:%SZ') + except ValueError: + try: + return datetime.fromisoformat(t_str.replace('Z', '+00:00')) + except Exception: + return None + + start_time_obj = parse_time(raw_history[0].get('time', '')) + + for item in raw_history: + item_time_obj = parse_time(item.get('time', '')) + if start_time_obj and item_time_obj: + rel_sec = int((item_time_obj - start_time_obj).total_seconds()) + else: + rel_sec = 0 + + processed_history.append({ + 'rel_sec': rel_sec, + 'user_count': item.get('user_count', [None, 0])[1] if isinstance(item.get('user_count'), list) else item.get('user_count', 0), + 'current_rps': item.get('current_rps', [None, 0])[1] if isinstance(item.get('current_rps'), list) else item.get('current_rps', 0), + 'current_fail_per_sec': item.get('current_fail_per_sec', [None, 0])[1] if isinstance(item.get('current_fail_per_sec'), list) else item.get('current_fail_per_sec', 0), + 'response_time_percentile_0.5': item.get('response_time_percentile_0.5', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.5'), list) else item.get('response_time_percentile_0.5', 0), + 'response_time_percentile_0.95': item.get('response_time_percentile_0.95', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.95'), list) else item.get('response_time_percentile_0.95', 0), + 'total_avg_response_time': item.get('total_avg_response_time', [None, 0])[1] if isinstance(item.get('total_avg_response_time'), list) else item.get('total_avg_response_time', 0), + }) + + # Process request statistics + req_stats = data.get('requests_statistics', []) + processed_stats = [] + for r in req_stats: + processed_stats.append({ + 'name': r.get('name'), + 'method': r.get('method'), + 'num_requests': r.get('num_requests', 0), + 'num_failures': r.get('num_failures', 0), + 'avg_response_time': r.get('avg_response_time', 0), + 'min_response_time': r.get('min_response_time', 0), + 'max_response_time': r.get('max_response_time', 0), + 'median_response_time': r.get('median_response_time', 0), + 'response_time_percentile_0.95': r.get('response_time_percentile_0.95', 0), + 'response_time_percentile_0.99': r.get('response_time_percentile_0.99', 0), + 'total_rps': r.get('total_rps', 0) + }) + + combined_data['tiers'].append({ + 'label': label, + 'user_count': len(processed_history) and processed_history[-1]['user_count'] or int(label.split()[0]), + 'duration': data.get('duration', 'N/A'), + 'start_time': data.get('start_time', 'N/A'), + 'end_time': data.get('end_time', 'N/A'), + 'requests_statistics': processed_stats, + 'history': processed_history + }) + +# Write the data out to a JS file for local loading if needed, or directly embed in HTML +html_content = """ + + + + + Plate-Girder Backend Load Test Dashboard + + + + + + + + + + + + + +
    +
    +
    +
    +

    Load Test Dashboard

    +

    Plate-Girder Backend Stress Test Results Analysis

    +
    +
    Target Host: http://10.104.135.9:8000
    +
    +
    + + +
    + + + + + +
    + + +
    +
    + šŸ” +

    Architectural Performance Inference & Server Specs

    +
    +
    +
    +

    + 1. Core Calculation Performance (CPU-Bound)
    + At the baseline load of 10 concurrent users, the design simulation finishes in an average of 1.24s with 0% failures. Since the active worker pool size is 18, all tasks execute immediately. 1.24 seconds is the raw, single-threaded processing limit of the calculation algorithm. +

    +

    + 2. Queue Backlog Degradation
    + Once concurrency increases to 50 users (exceeding the Celery concurrency limit of 18), execution times begin to scale up. The average round-trip time jumps to 2.36s (95th percentile is 4.7s) as tasks must queue in Redis until workers become available. +

    +

    + 3. Server Resource Bottlenecks
    + The host machine is heavily memory-constrained, running at 99% RAM utilization (30.52 GiB / 30.97 GiB) and 100% Swap utilization (14.90 GiB / 14.90 GiB). Under concurrency (100+ and 200 users), severe disk thrashing/paging occurs. This increases Celery worker computation time drastically, contributing to the 14.7s average round-trip latencies and 36.8% failures seen at 200 users. +

    + +

    Key Recommendations

    +
      +
    • Resolve Memory & Swap Thrashing: Release system memory or upgrade RAM. The 100% Swap usage causes massive disk I/O wait times during CPU-bound numeric calculations.
      • +
    • Increase Worker Concurrency: Scale up Celery concurrency (e.g. from 18 to 32 or deploy workers across multiple server nodes) once memory pressure is alleviated.
      • +
    • Gunicorn Backlog Configuration: Tune Gunicorn/Uvicorn worker count and connection backlog boundaries to handle larger bursts of enqueuing POST connections.
      • +
    +
    + +
    +

    Server Specifications

    +
    + Host + ThinkStation P2 Tower +
    +
    + OS + Ubuntu 24.04.4 LTS +
    +
    + Kernel + Linux 6.17.0-35-generic +
    +
    + CPU + Intel Core i7-14700 (28 Cores) +
    +
    + Memory + 30.52 / 30.97 GiB (99%) +
    +
    + Swap + 14.90 / 14.90 GiB (100%) +
    +
    + Local IP + 10.104.135.9 +
    +
    + +
    +

    Stress Test Summary

    +
    + Celery Concurrency + 18 Workers +
    +
    + Baseline (10 VUs) + 1.24s avg +
    +
    + Queued (50 VUs) + 2.36s avg +
    +
    + Saturated (100 VUs) + 7.65s avg (17.7% fails) +
    +
    + Exhausted (200 VUs) + 14.69s avg (42.8% fails) +
    +
    + Peak Throughput + 31.8 RPS +
    +
    +
    +
    + + +
    +

    Stress Test Methodology, Statistics Glossary & Hardware Sizing Guide

    +
    +
    +

    1. Statistics Glossary (How to Read the Metrics)

    +

    + Median (50%ile Latency): The response time experienced by the middle user. 50% of the requests were faster than this value, and 50% were slower. This represents your average, normal user experience. +

    +

    + 95%ile (95th Percentile Latency): The threshold below which 95% of all requests fall. Only 5% of requests took longer than this. It represents "tail latency" and is crucial because it measures the experience of users who hit early system congestion. +

    +

    + 99%ile (99th Percentile Latency): Only 1% of requests were slower than this threshold. It exposes extreme lag spikes caused by system queuing, CPU scheduling delays, or disk swap page faults. +

    +

    + RPS (Requests Per Second): Total request throughput. It measures how many operations the server is handling simultaneously. +

    +

    + Enqueue Latency (POST): The time it takes Gunicorn/Uvicorn to process and register the task into Redis. It should be virtually instant (<100ms) since enqueuing is a non-blocking check. Spikes here indicate the web server itself is choking. +

    +

    + Round-Trip Latency (GET status): The total user-facing wait time (initial POST request + waiting in Redis + Celery calculation execution). +

    + +

    2. Ramp-Up Rates & Methodology

    +

    + To evaluate how the server handles bursts of users, we configured different ramp-up spawn rates. **Tiers 1, 2, and 3 used a consistent 10 users/second ramp-up, while Tier 4 used a 20 users/second ramp-up**: +

    +
      +
    • Tier 1 (10 Users): Spawned at 10 users/sec. Reached full capacity in 1 second.
      • +
    • Tier 2 (50 Users): Spawned at 10 users/sec. Reached full capacity in 5 seconds.
      • +
    • Tier 3 (100 Users): Spawned at 10 users/sec. Reached full capacity in 10 seconds.
      • +
    • Tier 4 (200 Users): Spawned at 20 users/sec (last stress burst). Reached full capacity in 10 seconds.
      • +
    +
    + +
    +

    3. Case-by-Case Analysis & Hardware Purchasing Guide

    +

    + Case 1 (10 Users): Complete success. The system resources and worker limits are under-utilized. 1.24s is the baseline computational time. +

    +

    + Case 2 (50 Users): Calculations begin queueing in Redis because we only have 18 worker threads. Median round-trip climbs to 2s, and 95%ile is 4.7s. Inference: The current 18 Celery workers are fully utilized, but Gunicorn is still healthy. +

    +

    + Case 3 (100 Users): The web gateway (Gunicorn) starts failing to handle enqueues (17.7% drop rate) because Gunicorn's thread backlog is saturated. celerey tasks wait up to 16.0s. +

    +

    + Case 4 (200 Users): The system collapses. 42.8% of enqueues fail. Active tasks fail at 36.8% due to memory exhaustion. The 95%ile latency spikes to 43.0s. +

    + +
    +

    Server Purchasing Recommendations:

    +
      +
    • Primary Need: RAM Upgrade (CRITICAL)
      + The server has 99% RAM usage and 100% swap usage. The SSD/HDD swap space is acting as RAM, which runs 100x slower. You must buy at least 64 GB or 128 GB of RAM to prevent swapping. +
      • +
    • Secondary Need: CPU Cores
      + Each concurrent calculation requires 1 CPU thread. Since Intel i7-14700 has 28 cores (20 physical), it can support 18-20 workers. To scale smoothly to 50 concurrent calculations with <3s latency, upgrade the processor to an Intel Xeon / AMD EPYC with 32 to 64 physical cores. +
      • +
    • Storage Strategy:
      + Use high-speed PCIe NVMe SSDs to reduce any residual swapping delay. +
      • +
    +
    +
    +
    +
    + + +
    + +
    +
    +
    Peak Concurrency
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    200 Users
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    +
    +
    Max Task Throughput
    +
    31.8 RPS
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    +
    +
    Optimal Latency (10 VU)
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    1.24 s
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    +
    Exhausted Latency (200 VU)
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    14.69 s
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    + + +
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    +

    Latency vs. Concurrency Tiers (Round-Trip)

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    Enqueue Failure Rate by Concurrency

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    Cross-Tier Latency & Failure Comparisons

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    + + + + + + + + + + + + + + + + + +
    Tier / LoadTotal POST ReqEnqueue Fail RateAvg Enqueue TimeTotal Get Poll ReqTask Fail RateMedian Round-Trip95%ile Round-TripAvg Round-Trip
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    RPS & Active Users Over Time (Tier 1)

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    Response Time Percentiles (Tier 1)

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    RPS & Active Users Over Time (Tier 2)

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    Response Time Percentiles (Tier 2)

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    RPS & Active Users Over Time (Tier 3)

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    Response Time Percentiles (Tier 3)

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    RPS & Active Users Over Time (Tier 4)

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    Response Time Percentiles (Tier 4)

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    + + + + +""" + +# Inject data into HTML +html_output = html_content.replace('%%%DATA_PLACEHOLDER%%%', json.dumps(combined_data)) + +with open('load_tests/report_dashboard.html', 'w') as f: + f.write(html_output) + +print("Successfully generated report_dashboard.html!") diff --git a/load_tests/locustfile.py b/load_tests/locustfile.py new file mode 100644 index 000000000..ba1fcc81e --- /dev/null +++ b/load_tests/locustfile.py @@ -0,0 +1,145 @@ +import json +import os +import time +import gevent +from locust import HttpUser, task, constant + +# Load payload once at module level to minimize file I/O overhead during test +PAYLOAD_PATH = os.path.join(os.path.dirname(__file__), "payload.json") +with open(PAYLOAD_PATH, "r") as f: + PAYLOAD_DATA = json.load(f) + +class AxiallyLoadedColumnUser(HttpUser): + # Continuous hammering: zero think time/delay between tasks + wait_time = constant(0) + + @task + def run_design_simulation(self): + # Track start time of the entire round-trip + start_time = time.time() + + # 1. Enqueue task (POST request) + enqueue_start = time.time() + headers = {"Content-Type": "application/json"} + + with self.client.post( + "/api/modules/compression-member/axially-loaded-column/design/", + json=PAYLOAD_DATA, + headers=headers, + catch_response=True, + name="design_enqueue" + ) as post_response: + enqueue_time_ms = int((time.time() - enqueue_start) * 1000) + + if post_response.status_code != 202: + post_response.failure(f"POST design failed with status code {post_response.status_code}") + # Fire custom enqueue event as failed + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception(f"HTTP {post_response.status_code}") + ) + return + + try: + response_json = post_response.json() + task_id = response_json.get("task_id") + except Exception as e: + post_response.failure(f"POST design response JSON parsing failed: {e}") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=e + ) + return + + if not task_id: + post_response.failure("POST design response did not contain 'task_id'") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception("Missing task_id") + ) + return + + # Successfully enqueued! + post_response.success() + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=None + ) + + # 2. Polling loop (GET requests) + task_completed = False + poll_url = f"/api/tasks/{task_id}/" + + while not task_completed: + # Wait for 1 second between polls + gevent.sleep(1) + + with self.client.get( + poll_url, + catch_response=True, + name="GET task status" + ) as poll_response: + if poll_response.status_code != 200: + poll_response.failure(f"GET task status failed with status code {poll_response.status_code}") + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=Exception(f"HTTP {poll_response.status_code} during poll") + ) + break + + try: + status_data = poll_response.json() + status = status_data.get("status") + except Exception as e: + poll_response.failure(f"GET task status response JSON parsing failed: {e}") + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=e + ) + break + + if status == "SUCCESS": + poll_response.success() + task_completed = True + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=None + ) + elif status == "FAILURE": + poll_response.failure(f"Task {task_id} failed on the backend: {status_data.get('error')}") + task_completed = True + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="GET", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(poll_response.content) if poll_response.content else 0, + exception=Exception(status_data.get('error') or "Backend task failed") + ) + else: + # Task is still running (PENDING, STARTED, etc.) + poll_response.success() diff --git a/load_tests/locustfile_plategirder_ws.py b/load_tests/locustfile_plategirder_ws.py new file mode 100644 index 000000000..4630dc586 --- /dev/null +++ b/load_tests/locustfile_plategirder_ws.py @@ -0,0 +1,126 @@ +import json +import os +import time +from urllib.parse import urlparse +import websocket +from locust import HttpUser, task, constant + +PAYLOAD_PATH = os.path.join(os.path.dirname(__file__), "payload_plategirder_opt.json") +with open(PAYLOAD_PATH, "r") as f: + PAYLOAD_DATA = json.load(f) + +class PlateGirderOptimizationWSUser(HttpUser): + wait_time = constant(0) + + @task + def run_optimization_simulation(self): + start_time = time.time() + + parsed_url = urlparse(self.host) + ws_scheme = "wss" if parsed_url.scheme == "https" else "ws" + ws_host = f"{ws_scheme}://{parsed_url.netloc}" + ws_url = f"{ws_host}/ws/optimize/plate-girder/" + + ws_connect_start = time.time() + ws = None + try: + ws = websocket.create_connection(ws_url, timeout=30.0) + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="pso_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=None + ) + except Exception as e: + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="pso_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=e + ) + return + + ws.sock.settimeout(600.0) # 10 mins timeout for heavy optimization + + # Send optimization request + payload = { + "type": "start_optimization", + "data": PAYLOAD_DATA + } + + try: + ws.send(json.dumps(payload)) + except Exception as e: + self.environment.events.request.fire( + request_type="WS_SEND", + name="pso_round_trip", + response_time=int((time.time() - start_time) * 1000), + response_length=0, + exception=e + ) + if ws: + ws.close() + return + + # Read loop + try: + while True: + message = ws.recv() + if not message: + raise websocket.WebSocketConnectionClosedException("Received empty message") + + data = json.loads(message) + msg_type = data.get("type") + + if msg_type == "pso_complete": + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="pso_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=None + ) + break + elif msg_type == "pso_error": + total_time_ms = int((time.time() - start_time) * 1000) + err_msg = data.get("data", {}).get("error", "Unknown PSO error") + self.environment.events.request.fire( + request_type="WS", + name="pso_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=Exception(err_msg) + ) + break + elif msg_type == "error": + total_time_ms = int((time.time() - start_time) * 1000) + err_msg = data.get("data", {}).get("message", "Unknown error") + self.environment.events.request.fire( + request_type="WS", + name="pso_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=Exception(err_msg) + ) + break + except Exception as e: + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="pso_round_trip", + response_time=total_time_ms, + response_length=0, + exception=e + ) + finally: + if ws: + try: + ws.close() + except Exception: + pass diff --git a/load_tests/locustfile_ws.py b/load_tests/locustfile_ws.py new file mode 100644 index 000000000..beb868842 --- /dev/null +++ b/load_tests/locustfile_ws.py @@ -0,0 +1,175 @@ +import json +import os +import time +from urllib.parse import urlparse +import websocket +from locust import HttpUser, task, constant + +# Load payload once at module level to minimize file I/O overhead during test +PAYLOAD_PATH = os.path.join(os.path.dirname(__file__), "payload.json") +with open(PAYLOAD_PATH, "r") as f: + PAYLOAD_DATA = json.load(f) + +class AxiallyLoadedColumnWSUser(HttpUser): + # Continuous hammering: zero think time/delay between tasks + wait_time = constant(0) + + @task + def run_design_simulation(self): + # Track start time of the entire round-trip + start_time = time.time() + + # 1. Enqueue task (POST request) + enqueue_start = time.time() + headers = {"Content-Type": "application/json"} + + with self.client.post( + "/api/modules/compression-member/axially-loaded-column/design/", + json=PAYLOAD_DATA, + headers=headers, + catch_response=True, + timeout=10.0, + name="design_enqueue" + ) as post_response: + enqueue_time_ms = int((time.time() - enqueue_start) * 1000) + + if post_response.status_code != 202: + post_response.failure(f"POST design failed with status code {post_response.status_code}") + # Fire custom enqueue event as failed + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception(f"HTTP {post_response.status_code}") + ) + return + + try: + response_json = post_response.json() + task_id = response_json.get("task_id") + except Exception as e: + post_response.failure(f"POST design response JSON parsing failed: {e}") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=e + ) + return + + if not task_id: + post_response.failure("POST design response did not contain 'task_id'") + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=Exception("Missing task_id") + ) + return + + # Successfully enqueued! + post_response.success() + self.environment.events.request.fire( + request_type="POST", + name="design_enqueue", + response_time=enqueue_time_ms, + response_length=len(post_response.content) if post_response.content else 0, + exception=None + ) + + # 2. Establish WebSocket connection + parsed_url = urlparse(self.host) + ws_scheme = "wss" if parsed_url.scheme == "https" else "ws" + ws_host = f"{ws_scheme}://{parsed_url.netloc}" + ws_url = f"{ws_host}/ws/tasks/{task_id}/" + + ws_connect_start = time.time() + ws = None + try: + ws = websocket.create_connection(ws_url, timeout=30.0) + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="design_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=None + ) + except Exception as e: + ws_connect_time_ms = int((time.time() - ws_connect_start) * 1000) + self.environment.events.request.fire( + request_type="WS_CONNECT", + name="design_ws_connect", + response_time=ws_connect_time_ms, + response_length=0, + exception=e + ) + # Cannot proceed if we failed to connect to WebSocket + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=0, + exception=e + ) + return + + # Set a socket-level read timeout so a silent WS drop doesn't freeze + # the greenlet indefinitely. 60s is generous for the heaviest tier. + ws.sock.settimeout(60.0) + + # 3. Read loop waiting for completion + try: + while True: + message = ws.recv() + if not message: + raise websocket.WebSocketConnectionClosedException("Received empty message (socket closed)") + + # Parse message + data = json.loads(message) + status = data.get("status") + + if status == "SUCCESS": + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=None + ) + break + elif status == "FAILURE": + total_time_ms = int((time.time() - start_time) * 1000) + error_msg = data.get("error") or "Calculation failed on backend" + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=len(message), + exception=Exception(error_msg) + ) + break + else: + # Task is still running (PENDING, STARTED, etc.). Keep listening. + pass + except Exception as e: + total_time_ms = int((time.time() - start_time) * 1000) + self.environment.events.request.fire( + request_type="WS", + name="design_round_trip", + response_time=total_time_ms, + response_length=0, + exception=e + ) + finally: + if ws: + try: + ws.close() + except Exception: + pass diff --git a/load_tests/payload.json b/load_tests/payload.json new file mode 100644 index 000000000..82709b304 --- /dev/null +++ b/load_tests/payload.json @@ -0,0 +1,19 @@ +{ + "inputs": { + "Module": "Axially-Loaded-Column", + "Member.Profile": "Beams and Columns", + "Member.Designation": [ + "MB 200", + "MB 250", + "MB 300" + ], + "Material": "E 250 (Fe 410 W)A", + "Actual.Length_zz": "3000", + "Actual.Length_yy": "3000", + "End_1": "Fixed", + "End_2": "Fixed", + "End_1_Y": "Fixed", + "End_2_Y": "Fixed", + "Load.Axial": "100" + } +} diff --git a/load_tests/payload_plategirder_opt.json b/load_tests/payload_plategirder_opt.json new file mode 100644 index 000000000..c49166c00 --- /dev/null +++ b/load_tests/payload_plategirder_opt.json @@ -0,0 +1,36 @@ +{ + "Module": "Plate-Girder", + "Material": "E 250 (Fe 410 W)A", + "Member.Length": "5000", + "Loading.Condition": "Normal", + "Load.Shear": "200", + "Load.Moment": "500", + "Total.Design_Type": "Optimized", + "Web.Thickness": ["6", "8", "10", "12", "16", "20", "25", "32", "40"], + "TopFlange.Thickness": ["6", "8", "10", "12", "16", "20", "25", "32", "40"], + "BottomFlange.Thickness": ["6", "8", "10", "12", "16", "20", "25", "32", "40"], + "Design.Design_Type_Flexure": "Major Laterally Supported", + "Loading.Bending_Moment_Shape": "Uniform Loading with pinned-pinned support", + "Design.Torsional_Restraint": "Fully Restrained", + "Design.Warping_Restraint": "Both flanges fully restrained", + "Design.Max_Deflection": "L/250", + "Design.Allow_Class": "Plastic", + "Design.Web_Philosophy": "Thick Web without ITS", + "Design.Support_Width": "100", + "Design.IntermediateStiffener.Spacing": "NA", + "Design.IntermediateStiffener.Thickness": "Standard", + "Design.LongitudnalStiffener": "No", + "Design.LongitudnalStiffener.Thickness": "Standard", + "Design.Load": "Live load", + "Member.Options": "Simple Span", + "Supporting.Options": "NA", + "Design.ShearBucklingOption": "Simple Post Critical", + "Design.Design_Method": "Limit State Design", + "Design.Effective_Area_Parameter": "1.0", + "Design.Length_Overwrite": "NA", + "Symmetry": "Symmetrical", + "Total.Depth_lb": "200", + "Total.Depth_ub": "1000", + "Topflange.Width_lb": "100", + "Topflange.Width_ub": "500" +} diff --git a/load_tests/report_dashboard.html b/load_tests/report_dashboard.html new file mode 100644 index 000000000..7a1ac857a --- /dev/null +++ b/load_tests/report_dashboard.html @@ -0,0 +1,1002 @@ + + + + + + Axially Loaded Column Backend Load Test Dashboard + + + + + + + + + + + + + +
    +
    +
    +
    +

    Load Test Dashboard

    +

    Axially Loaded Column Backend Stress Test Results Analysis

    +
    +
    Target Host: http://10.104.135.9:8000
    +
    +
    + + +
    + + + + + +
    + + +
    +
    + šŸ” +

    Architectural Performance Inference & Server Specs

    +
    +
    +
    +

    + 1. Core Calculation Performance (CPU-Bound)
    + At the baseline load of 10 concurrent users, the design simulation finishes in an average of 1.24s with 0% failures. Since the active worker pool size is 18, all tasks execute immediately. 1.24 seconds is the raw, single-threaded processing limit of the calculation algorithm. +

    +

    + 2. Queue Backlog Degradation
    + Once concurrency increases to 50 users (exceeding the Celery concurrency limit of 18), execution times begin to scale up. The average round-trip time jumps to 2.36s (95th percentile is 4.7s) as tasks must queue in Redis until workers become available. +

    +

    + 3. Server Resource Bottlenecks
    + The host machine is heavily memory-constrained, running at 99% RAM utilization (30.52 GiB / 30.97 GiB) and 100% Swap utilization (14.90 GiB / 14.90 GiB). Under concurrency (100+ and 200 users), severe disk thrashing/paging occurs. This increases Celery worker computation time drastically, contributing to the 14.7s average round-trip latencies and 36.8% failures seen at 200 users. +

    + +

    Key Recommendations

    +
      +
    • Resolve Memory & Swap Thrashing: Release system memory or upgrade RAM. The 100% Swap usage causes massive disk I/O wait times during CPU-bound numeric calculations.
      • +
    • Increase Worker Concurrency: Scale up Celery concurrency (e.g. from 18 to 32 or deploy workers across multiple server nodes) once memory pressure is alleviated.
      • +
    • Gunicorn Backlog Configuration: Tune Gunicorn/Uvicorn worker count and connection backlog boundaries to handle larger bursts of enqueuing POST connections.
      • +
    +
    + +
    +

    Server Specifications

    +
    + Host + ThinkStation P2 Tower +
    +
    + OS + Ubuntu 24.04.4 LTS +
    +
    + Kernel + Linux 6.17.0-35-generic +
    +
    + CPU + Intel Core i7-14700 (28 Cores) +
    +
    + Memory + 30.52 / 30.97 GiB (99%) +
    +
    + Swap + 14.90 / 14.90 GiB (100%) +
    +
    + Local IP + 10.104.135.9 +
    +
    + +
    +

    Stress Test Summary

    +
    + Celery Concurrency + 18 Workers +
    +
    + Baseline (10 VUs) + 1.24s avg +
    +
    + Queued (50 VUs) + 2.36s avg +
    +
    + Saturated (100 VUs) + 7.65s avg (17.7% fails) +
    +
    + Exhausted (200 VUs) + 14.69s avg (42.8% fails) +
    +
    + Peak Throughput + 31.8 RPS +
    +
    +
    +
    + + +
    +

    Stress Test Methodology, Statistics Glossary & Hardware Sizing Guide

    +
    +
    +

    1. Statistics Glossary (How to Read the Metrics)

    +

    + Median (50%ile Latency): The response time experienced by the middle user. 50% of the requests were faster than this value, and 50% were slower. This represents your average, normal user experience. +

    +

    + 95%ile (95th Percentile Latency): The threshold below which 95% of all requests fall. Only 5% of requests took longer than this. It represents "tail latency" and is crucial because it measures the experience of users who hit early system congestion. +

    +

    + 99%ile (99th Percentile Latency): Only 1% of requests were slower than this threshold. It exposes extreme lag spikes caused by system queuing, CPU scheduling delays, or disk swap page faults. +

    +

    + RPS (Requests Per Second): Total request throughput. It measures how many operations the server is handling simultaneously. +

    +

    + Enqueue Latency (POST): The time it takes Gunicorn/Uvicorn to process and register the task into Redis. It should be virtually instant (<100ms) since enqueuing is a non-blocking check. Spikes here indicate the web server itself is choking. +

    +

    + Round-Trip Latency (GET status): The total user-facing wait time (initial POST request + waiting in Redis + Celery calculation execution). +

    + +

    2. Ramp-Up Rates & Methodology

    +

    + To evaluate how the server handles bursts of users, we configured different ramp-up spawn rates. **Tiers 1, 2, and 3 used a consistent 10 users/second ramp-up, while Tier 4 used a 20 users/second ramp-up**: +

    +
      +
    • Tier 1 (10 Users): Spawned at 10 users/sec. Reached full capacity in 1 second.
      • +
    • Tier 2 (50 Users): Spawned at 10 users/sec. Reached full capacity in 5 seconds.
      • +
    • Tier 3 (100 Users): Spawned at 10 users/sec. Reached full capacity in 10 seconds.
      • +
    • Tier 4 (200 Users): Spawned at 20 users/sec (last stress burst). Reached full capacity in 10 seconds.
      • +
    +
    + +
    +

    3. Case-by-Case Analysis & Hardware Purchasing Guide

    +

    + Case 1 (10 Users): Complete success. The system resources and worker limits are under-utilized. 1.24s is the baseline computational time. +

    +

    + Case 2 (50 Users): Calculations begin queueing in Redis because we only have 18 worker threads. Median round-trip climbs to 2s, and 95%ile is 4.7s. Inference: The current 18 Celery workers are fully utilized, but Gunicorn is still healthy. +

    +

    + Case 3 (100 Users): The web gateway (Gunicorn) starts failing to handle enqueues (17.7% drop rate) because Gunicorn's thread backlog is saturated. celerey tasks wait up to 16.0s. +

    +

    + Case 4 (200 Users): The system collapses. 42.8% of enqueues fail. Active tasks fail at 36.8% due to memory exhaustion. The 95%ile latency spikes to 43.0s. +

    + +
    +

    Server Purchasing Recommendations:

    +
      +
    • Primary Need: RAM Upgrade (CRITICAL)
      + The server has 99% RAM usage and 100% swap usage. The SSD/HDD swap space is acting as RAM, which runs 100x slower. You must buy at least 64 GB or 128 GB of RAM to prevent swapping. +
      • +
    • Secondary Need: CPU Cores
      + Each concurrent calculation requires 1 CPU thread. Since Intel i7-14700 has 28 cores (20 physical), it can support 18-20 workers. To scale smoothly to 50 concurrent calculations with <3s latency, upgrade the processor to an Intel Xeon / AMD EPYC with 32 to 64 physical cores. +
      • +
    • Storage Strategy:
      + Use high-speed PCIe NVMe SSDs to reduce any residual swapping delay. +
      • +
    +
    +
    +
    +
    + + +
    + +
    +
    +
    Peak Concurrency
    +
    200 Users
    +
    +
    +
    Max Task Throughput
    +
    31.8 RPS
    +
    +
    +
    Optimal Latency (10 VU)
    +
    1.24 s
    +
    +
    +
    Exhausted Latency (200 VU)
    +
    14.69 s
    +
    +
    + + +
    +
    +
    +

    Latency vs. Concurrency Tiers (Round-Trip)

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    + +
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    +
    +
    +

    Enqueue Failure Rate by Concurrency

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    + +
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    +
    + + +
    +
    +

    Cross-Tier Latency & Failure Comparisons

    +
    +
    + + + + + + + + + + + + + + + + + +
    Tier / LoadTotal POST ReqEnqueue Fail RateAvg Enqueue TimeTotal Get Poll ReqTask Fail RateMedian Round-Trip95%ile Round-TripAvg Round-Trip
    +
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    + + +
    +
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    +
    +

    RPS & Active Users Over Time (Tier 1)

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    Response Time Percentiles (Tier 1)

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    RPS & Active Users Over Time (Tier 2)

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    Response Time Percentiles (Tier 2)

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    RPS & Active Users Over Time (Tier 3)

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    +

    Response Time Percentiles (Tier 3)

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    RPS & Active Users Over Time (Tier 4)

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    +
    +

    Response Time Percentiles (Tier 4)

    +
    +
    + +
    +
    +
    +
    + +
    + + + + diff --git a/load_tests/report_dashboard_ws.html b/load_tests/report_dashboard_ws.html new file mode 100644 index 000000000..207631be5 --- /dev/null +++ b/load_tests/report_dashboard_ws.html @@ -0,0 +1,800 @@ + + + + + + Axially Loaded Column WebSocket Load Test Dashboard + + + + + + + + + + + + + +
    +
    +
    +
    +

    WebSocket Load Test Dashboard

    +

    Osdag-Web Django Channels / Celery Stress Test Results

    +
    +
    Target Host: http://10.104.135.9:8000
    +
    +
    + +
    + + + + + +
    + + +
    +
    + šŸ” +

    WebSocket Architectural Performance Inference

    +
    +
    +
    +

    + 1. Concurrency Limits vs. Request-Response Overhead
    + In this WebSocket test, the clients did not perform polling `GET` requests. Instead, after a task was enqueued (via a single POST request), users opened a persistent WebSocket channel. This eliminates HTTP header parse overhead and connection teardown bottlenecks. The server stress shifts entirely to **maintaining open concurrent connections** at the ASGI (Daphne/Uvicorn) layer. +

    +

    + 2. Pub/Sub Broker Latency
    + When a Celery worker completes a calculation, it broadcasts the results to the client's respective Channels group using the Redis Pub/Sub layer. At higher VUs (100 and 200 users), internal pub/sub queues and event dispatch loops in the ASGI layer dictate the latency. +

    +

    + 3. OS Limit Configuration (ulimit)
    + Running thousand-concurrency WebSockets requires high file descriptor limits. If file descriptors are exhausted on the server, you will see a spike in WebSocket connection failures (`design_ws_connect`). Ensure the server has `ulimit -n` set to at least 65536. +

    + +

    WebSocket Recommendations

    +
      +
    • ASGI Server Tuning: Tune Daphne or Uvicorn worker counts and event loops to handle high concurrency. Use Uvicorn with the `uvloop` policy.
      • +
    • Redis Pub/Sub Tuning: Monitor Redis memory usage and CPU usage, as it handles the ASGI Channel layer backend. Consider clustering Redis if memory or processing bottlenecks emerge.
      • +
    • Optimize WebSocket Message Size: Ensure task results sent over WebSockets do not exceed 500KB. (Large results are already omitted by our Celery signal handler to prevent network saturation).
      • +
    +
    + +
    +

    Stress Test Architecture

    +
    + API Server Gateway + Uvicorn / Daphne (ASGI) +
    +
    + Channel Layer + channels_redis +
    +
    + Task Queue + Redis Broker +
    +
    + Celery Workers + 18 Workers +
    +
    + Spawn Rate + 20 Users/sec +
    +
    +
    +
    + + +
    +
    +
    +
    Peak Concurrency
    +
    200 Users
    +
    +
    +
    Spawn Rate
    +
    20 users/s
    +
    +
    +
    Target Host
    +
    http://10.104.135.9:8000
    +
    +
    +
    Test Type
    +
    WebSocket
    +
    +
    + +
    +
    +
    +

    Latency vs. Concurrency Tiers (Round-Trip)

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    Task/Connection Failures by Concurrency

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    +
    +

    Cross-Tier Latency & Failure Comparisons

    +
    +
    + + + + + + + + + + + + + + + + +
    Tier / LoadTotal POST ReqEnqueue Fail RateAvg Enqueue TimeTotal WS SessionsWS Task Fail RateMedian Round-Trip95%ile Round-TripAvg Round-Trip
    +
    +
    +
    + + +
    +
    +
    +
    +

    RPS & Active Users Over Time (Tier 1)

    +
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    + +
    +
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    +

    Response Time Percentiles (Tier 1)

    +
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    + +
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    + +
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    +

    RPS & Active Users Over Time (Tier 2)

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    + +
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    +

    Response Time Percentiles (Tier 2)

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    + +
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    + +
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    +

    RPS & Active Users Over Time (Tier 3)

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    +

    Response Time Percentiles (Tier 3)

    +
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    + +
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    + +
    +
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    +

    RPS & Active Users Over Time (Tier 4)

    +
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    + +
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    +

    Response Time Percentiles (Tier 4)

    +
    +
    + +
    +
    +
    +
    +
    + + + + diff --git a/load_tests/report_ws_tier_1.html b/load_tests/report_ws_tier_1.html new file mode 100644 index 000000000..7859f62c3 --- /dev/null +++ b/load_tests/report_ws_tier_1.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/report_ws_tier_2.html b/load_tests/report_ws_tier_2.html new file mode 100644 index 000000000..f9249d727 --- /dev/null +++ b/load_tests/report_ws_tier_2.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/report_ws_tier_3.html b/load_tests/report_ws_tier_3.html new file mode 100644 index 000000000..93d1c1c32 --- /dev/null +++ b/load_tests/report_ws_tier_3.html @@ -0,0 +1,124 @@ + + + + + + + + + + + Locust + + + + +
    + + + + + \ No newline at end of file diff --git a/load_tests/requirements.txt b/load_tests/requirements.txt new file mode 100644 index 000000000..5e6c1e7b5 --- /dev/null +++ b/load_tests/requirements.txt @@ -0,0 +1,2 @@ +locust>=2.29.0 +websocket-client>=1.9.0 diff --git a/load_tests/run_automated_tests.py b/load_tests/run_automated_tests.py new file mode 100755 index 000000000..adf5ea9aa --- /dev/null +++ b/load_tests/run_automated_tests.py @@ -0,0 +1,1046 @@ +#!/usr/bin/env python3 +import argparse +import json +import os +import re +import subprocess +import sys +import time +from datetime import datetime + +# Default configuration +DEFAULT_HOST = "http://10.104.135.9:8000" +DEFAULT_SPAWN_RATE = 20 +DEFAULT_DURATION = 180 # 3 minutes +DEFAULT_PAUSE = 30 # 30 seconds + +TIERS = [ + (10, "10 Users (Tier 1)"), + (50, "50 Users (Tier 2)"), + (100, "100 Users (Tier 3)"), + (200, "200 Users (Tier 4)"), +] + +def run_locust_tier(locustfile, host, users, spawn_rate, duration, report_path): + print(f"\n======================================================================") + print(f"šŸš€ STARTING STRESS TEST: {users} users @ {spawn_rate}/s for {duration}s") + print(f"======================================================================") + print(f"Host: {host}") + print(f"Report Output: {report_path}") + + SHUTDOWN_GRACE_SECONDS = 60 + + cmd = [ + sys.executable, "-m", "locust", + "-f", locustfile, + "--host", host, + "--headless", + "-u", str(users), + "-r", str(spawn_rate), + "-t", f"{duration}s", + "--html", report_path + ] + + # Wall-clock deadline = test duration + grace period + deadline = time.time() + duration + SHUTDOWN_GRACE_SECONDS + + # Run the locust process and print its output in real-time + process = subprocess.Popen(cmd, stdout=subprocess.PIPE, stderr=subprocess.STDOUT, text=True) + + # Read output line by line as it is executed + while True: + line = process.stdout.readline() + if not line and process.poll() is not None: + break + if line: + print(f" [Locust] {line.strip()}") + + # Force-kill if Locust hangs past the deadline (e.g. stuck writing HTML) + if time.time() > deadline: + print(f"\nā±ļø Locust did not exit within {SHUTDOWN_GRACE_SECONDS}s after the test " + f"duration. Force-killing the process...") + process.kill() + # Drain any remaining buffered output so the pipe doesn't block + try: + process.stdout.read() + except Exception: + pass + print(" Process killed. The HTML report may be incomplete.") + break + + rc = process.poll() + if rc is not None and rc != 0: + print(f"āŒ Locust execution failed with return code {rc}") + else: + print(f"āœ… Locust tier completed successfully!") + return rc == 0 or rc is None + + +def compile_dashboard(report_files, host, output_path): + print("\nšŸ“Š Compiling dashboard report...") + combined_data = { + 'tiers': [] + } + + for label, filepath in report_files: + if not os.path.exists(filepath): + print(f"āš ļø Warning: Report {filepath} not found. Skipping.") + continue + + with open(filepath, 'r') as f: + text = f.read() + + idx = text.find('window.templateArgs =') + if idx == -1: + print(f"āš ļø Warning: templateArgs not found in {filepath}. Skipping.") + continue + + start_idx = idx + len('window.templateArgs =') + try: + data, _ = json.JSONDecoder().raw_decode(text[start_idx:].strip()) + except Exception as e: + print(f"āŒ Error parsing JSON from {filepath}: {e}") + continue + + # Process history times to relative seconds + raw_history = data.get('history', []) + processed_history = [] + if raw_history: + def parse_time(t_str): + try: + return datetime.strptime(t_str, '%Y-%m-%dT%H:%M:%SZ') + except ValueError: + try: + return datetime.fromisoformat(t_str.replace('Z', '+00:00')) + except Exception: + return None + + start_time_obj = parse_time(raw_history[0].get('time', '')) + + for item in raw_history: + item_time_obj = parse_time(item.get('time', '')) + if start_time_obj and item_time_obj: + rel_sec = int((item_time_obj - start_time_obj).total_seconds()) + else: + rel_sec = 0 + + processed_history.append({ + 'rel_sec': rel_sec, + 'user_count': item.get('user_count', [None, 0])[1] if isinstance(item.get('user_count'), list) else item.get('user_count', 0), + 'current_rps': item.get('current_rps', [None, 0])[1] if isinstance(item.get('current_rps'), list) else item.get('current_rps', 0), + 'current_fail_per_sec': item.get('current_fail_per_sec', [None, 0])[1] if isinstance(item.get('current_fail_per_sec'), list) else item.get('current_fail_per_sec', 0), + 'response_time_percentile_0.5': item.get('response_time_percentile_0.5', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.5'), list) else item.get('response_time_percentile_0.5', 0), + 'response_time_percentile_0.95': item.get('response_time_percentile_0.95', [None, 0])[1] if isinstance(item.get('response_time_percentile_0.95'), list) else item.get('response_time_percentile_0.95', 0), + 'total_avg_response_time': item.get('total_avg_response_time', [None, 0])[1] if isinstance(item.get('total_avg_response_time'), list) else item.get('total_avg_response_time', 0), + }) + + # Process request statistics + req_stats = data.get('requests_statistics', []) + processed_stats = [] + for r in req_stats: + processed_stats.append({ + 'name': r.get('name'), + 'method': r.get('method'), + 'num_requests': r.get('num_requests', 0), + 'num_failures': r.get('num_failures', 0), + 'avg_response_time': r.get('avg_response_time', 0), + 'min_response_time': r.get('min_response_time', 0), + 'max_response_time': r.get('max_response_time', 0), + 'median_response_time': r.get('median_response_time', 0), + 'response_time_percentile_0.95': r.get('response_time_percentile_0.95', 0), + 'response_time_percentile_0.99': r.get('response_time_percentile_0.99', 0), + 'total_rps': r.get('total_rps', 0) + }) + + combined_data['tiers'].append({ + 'label': label, + 'user_count': len(processed_history) and processed_history[-1]['user_count'] or int(label.split()[0]), + 'duration': data.get('duration', 'N/A'), + 'start_time': data.get('start_time', 'N/A'), + 'end_time': data.get('end_time', 'N/A'), + 'requests_statistics': processed_stats, + 'history': processed_history + }) + + # Read server specs from existing dashboard or environment + # Using placeholders/defaults matching current server configuration + html_template = """ + + + + + Axially Loaded Column WebSocket Load Test Dashboard + + + + + + + + + + + + + +
    +
    +
    +
    +

    WebSocket Load Test Dashboard

    +

    Osdag-Web Django Channels / Celery Stress Test Results

    +
    +
    Target Host: """ + host + """
    +
    +
    + +
    + + + + + +
    + + +
    +
    + šŸ” +

    WebSocket Architectural Performance Inference

    +
    +
    +
    +

    + 1. Concurrency Limits vs. Request-Response Overhead
    + In this WebSocket test, the clients did not perform polling `GET` requests. Instead, after a task was enqueued (via a single POST request), users opened a persistent WebSocket channel. This eliminates HTTP header parse overhead and connection teardown bottlenecks. The server stress shifts entirely to **maintaining open concurrent connections** at the ASGI (Daphne/Uvicorn) layer. +

    +

    + 2. Pub/Sub Broker Latency
    + When a Celery worker completes a calculation, it broadcasts the results to the client's respective Channels group using the Redis Pub/Sub layer. At higher VUs (100 and 200 users), internal pub/sub queues and event dispatch loops in the ASGI layer dictate the latency. +

    +

    + 3. OS Limit Configuration (ulimit)
    + Running thousand-concurrency WebSockets requires high file descriptor limits. If file descriptors are exhausted on the server, you will see a spike in WebSocket connection failures (`design_ws_connect`). Ensure the server has `ulimit -n` set to at least 65536. +

    + +

    WebSocket Recommendations

    +
      +
    • ASGI Server Tuning: Tune Daphne or Uvicorn worker counts and event loops to handle high concurrency. Use Uvicorn with the `uvloop` policy.
      • +
    • Redis Pub/Sub Tuning: Monitor Redis memory usage and CPU usage, as it handles the ASGI Channel layer backend. Consider clustering Redis if memory or processing bottlenecks emerge.
      • +
    • Optimize WebSocket Message Size: Ensure task results sent over WebSockets do not exceed 500KB. (Large results are already omitted by our Celery signal handler to prevent network saturation).
      • +
    +
    + +
    +

    Stress Test Architecture

    +
    + API Server Gateway + Uvicorn / Daphne (ASGI) +
    +
    + Channel Layer + channels_redis +
    +
    + Task Queue + Redis Broker +
    +
    + Celery Workers + 18 Workers +
    +
    + Spawn Rate + 20 Users/sec +
    +
    +
    +
    + + +
    +
    +
    +
    Peak Concurrency
    +
    200 Users
    +
    +
    +
    Spawn Rate
    +
    20 users/s
    +
    +
    +
    Target Host
    +
    """ + host + """
    +
    +
    +
    Test Type
    +
    WebSocket
    +
    +
    + +
    +
    +
    +

    Latency vs. Concurrency Tiers (Round-Trip)

    +
    +
    + +
    +
    +
    +
    +

    Task/Connection Failures by Concurrency

    +
    +
    + +
    +
    +
    + +
    +
    +

    Cross-Tier Latency & Failure Comparisons

    +
    +
    + + + + + + + + + + + + + + + + +
    Tier / LoadTotal POST ReqEnqueue Fail RateAvg Enqueue TimeTotal WS SessionsWS Task Fail RateMedian Round-Trip95%ile Round-TripAvg Round-Trip
    +
    +
    +
    + + +
    +
    +
    +
    +

    RPS & Active Users Over Time (Tier 1)

    +
    +
    + +
    +
    +
    +
    +

    Response Time Percentiles (Tier 1)

    +
    +
    + +
    +
    +
    +
    + +
    +
    +
    +
    +

    RPS & Active Users Over Time (Tier 2)

    +
    +
    + +
    +
    +
    +
    +

    Response Time Percentiles (Tier 2)

    +
    +
    + +
    +
    +
    +
    + +
    +
    +
    +
    +

    RPS & Active Users Over Time (Tier 3)

    +
    +
    + +
    +
    +
    +
    +

    Response Time Percentiles (Tier 3)

    +
    +
    + +
    +
    +
    +
    + +
    +
    +
    +
    +

    RPS & Active Users Over Time (Tier 4)

    +
    +
    + +
    +
    +
    +
    +

    Response Time Percentiles (Tier 4)

    +
    +
    + +
    +
    +
    +
    +
    + + + + +""" + + html_output = html_template.replace('%%%DATA_PLACEHOLDER%%%', json.dumps(combined_data)) + + with open(output_path, 'w') as f: + f.write(html_output) + print(f"šŸŽ‰ Successfully generated unified WebSocket dashboard: {output_path}") + +def main(): + parser = argparse.ArgumentParser(description="Automate 4-tier Locust WebSocket load tests.") + parser.add_argument("--host", default=DEFAULT_HOST, help=f"Target host URL (default: {DEFAULT_HOST})") + parser.add_argument("--locustfile", default="locustfile_ws.py", help="Path to the WebSocket locustfile") + parser.add_argument("--duration", type=int, default=DEFAULT_DURATION, help="Duration for each tier in seconds") + parser.add_argument("--pause", type=int, default=DEFAULT_PAUSE, help="Pause/cooldown between tiers in seconds") + parser.add_argument("--dry-run", action="store_true", help="Run short dry-run (10s duration, 5s pause) to test plumbing") + + args = parser.parse_args() + + # Override for dry-run + duration = 10 if args.dry_run else args.duration + pause = 5 if args.dry_run else args.pause + + print("======================================================================") + print(" OSDAG-WEB WEB-SOCKET LOAD TEST AUTOMATION") + print("======================================================================") + print(f"Target Host: {args.host}") + print(f"Locust File: {args.locustfile}") + print(f"Duration/Tier: {duration} seconds") + print(f"Pause/Cooldown: {pause} seconds") + print(f"Running Mode: {'DRY-RUN (Plumbing check)' if args.dry_run else 'FULL MEASUREMENT'}") + print("======================================================================") + + report_files = [] + + for i, (users, label) in enumerate(TIERS, 1): + report_path = f"report_ws_tier_{i}.html" + + # Execute the tier + success = run_locust_tier( + locustfile=args.locustfile, + host=args.host, + users=users, + spawn_rate=DEFAULT_SPAWN_RATE, + duration=duration, + report_path=report_path + ) + + if not success: + print(f"āš ļø Tier {i} ({users} users) encountered failures during run.") + + report_files.append((label, report_path)) + + # Pause between tiers + if i < len(TIERS): + print(f"\nšŸ’¤ Pausing for {pause} seconds to let queues drain and stabilize...") + for remaining in range(pause, 0, -1): + sys.stdout.write(f"\r Cooldown remaining: {remaining}s... ") + sys.stdout.flush() + time.sleep(1) + print("\n Cooldown complete.") + + # Compile the final report dashboard + dashboard_path = "report_dashboard_ws.html" + compile_dashboard(report_files, args.host, dashboard_path) + + # Remove temporary tier reports to keep directory clean + print("\nšŸ§¹ Cleaning up temporary tier HTML reports...") + for _, filepath in report_files: + if os.path.exists(filepath): + try: + os.remove(filepath) + print(f" Removed {filepath}") + except Exception as e: + print(f" Failed to remove {filepath}: {e}") + + print("\nāœ… Automated load test run completed!") + print(f"Open '{os.path.abspath(dashboard_path)}' in your browser to inspect the results.") + +if __name__ == "__main__": + main() diff --git a/main_controller.py b/main_controller.py deleted file mode 100644 index 7c4d61c43..000000000 --- a/main_controller.py +++ /dev/null @@ -1,34 +0,0 @@ -from design_type.connection.fin_plate_connection import FinPlateConnection -from PyQt5.QtCore import QFile, pyqtSignal, QTextStream, Qt, QIODevice -from PyQt5.QtWidgets import QMainWindow, QDialog, QFontDialog, QApplication, QFileDialog, QColorDialog -import sys -import os.path -from gui.ui_template import Ui_ModuleWindow - -class MainController(QMainWindow): - closed = pyqtSignal() - def __init__(self, Ui_ModuleWindow, main, folder): - super(MainController,self).__init__() - QMainWindow.__init__(self) - self.ui = Ui_ModuleWindow() - self.ui.setupUi(self, main) - self.folder = folder - -if __name__ == '__main__': - app = QApplication(sys.argv) - folder_path = r'C:\Users\Deepthi\Desktop\OsdagWorkspace' - # folder_path = r'C:\Users\Win10\Desktop' - # folder_path = r'C:\Users\pc\Desktop' - if not os.path.exists(folder_path): - os.mkdir(folder_path, 0o755) - image_folder_path = os.path.join(folder_path, 'images_html') - if not os.path.exists(image_folder_path): - os.mkdir(image_folder_path, 0o755) - print(Ui_ModuleWindow,FinPlateConnection,folder_path) - window = MainController(Ui_ModuleWindow,FinPlateConnection,folder_path) - print(window) - window.show() - try: - sys.exit(app.exec_()) - except: - print("ERROR") diff --git a/manage.py b/manage.py index 1d965d7ae..2a5cbafc6 100755 --- a/manage.py +++ b/manage.py @@ -6,7 +6,9 @@ def main(): """Run administrative tasks.""" - os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'osdag_web.settings') + # Add backend to path so 'config.settings' can be found + sys.path.append(os.path.join(os.path.dirname(__file__), "backend")) + os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'config.settings') try: from django.core.management import execute_from_command_line except ImportError as exc: diff --git a/monitoring/Dockerfile b/monitoring/Dockerfile new file mode 100644 index 000000000..353883a38 --- /dev/null +++ b/monitoring/Dockerfile @@ -0,0 +1,12 @@ +FROM mirror.gcr.io/library/node:20.11.1-alpine3.19 + +RUN apk add --no-cache python3 py3-psutil py3-pip + +WORKDIR /app + +COPY requirements.txt . +RUN pip install --no-cache-dir -r requirements.txt --break-system-packages + +COPY metrics_collector.py . + +# CMD ["python3", "-u", "metrics_collector.py"] diff --git a/monitoring/grafana/provisioning/dashboards/dashboards.yaml b/monitoring/grafana/provisioning/dashboards/dashboards.yaml new file mode 100644 index 000000000..5829328bc --- /dev/null +++ b/monitoring/grafana/provisioning/dashboards/dashboards.yaml @@ -0,0 +1,11 @@ +apiVersion: 1 + +providers: + - name: Osdag Dashboards + type: file + disableDeletion: false + updateIntervalSeconds: 10 + allowUiUpdates: true + options: + path: /etc/grafana/provisioning/dashboards + \ No newline at end of file diff --git a/monitoring/grafana/provisioning/dashboards/osdag_load_test.json b/monitoring/grafana/provisioning/dashboards/osdag_load_test.json new file mode 100644 index 000000000..3f8f809d5 --- /dev/null +++ b/monitoring/grafana/provisioning/dashboards/osdag_load_test.json @@ -0,0 +1,680 @@ +{ + "id": null, + "uid": "osdag-load-test", + "title": "Osdag-web Load Test ā€” Live Monitor", + "tags": ["osdag", "load-test", "performance"], + "timezone": "browser", + "schemaVersion": 38, + "version": 1, + "refresh": "5s", + "time": { "from": "now-15m", "to": "now" }, + "timepicker": { + "refresh_intervals": ["1s", "2s", "5s", "10s", "30s", "1m"], + "time_options": ["5m", "15m", "30m", "1h", "3h", "6h", "12h"] + }, + "panels": [ + { + "id": 1, + "title": "šŸ–„ļø CPU per Core (%)", + "type": "timeseries", + "gridPos": { "x": 0, "y": 0, "w": 12, "h": 5 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "percent", + "min": 0, + "max": 100, + "custom": { "lineWidth": 1, "fillOpacity": 5 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "total_avg" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#FF6B35", "mode": "fixed" } }, + { "id": "custom.lineWidth", "value": 3 }, + { "id": "displayName", "value": "Average CPU %" } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "list", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi", "sort": "desc" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_system\")\n |> filter(fn: (r) => r[\"metric_type\"] == \"cpu\")\n |> filter(fn: (r) => r[\"_field\"] == \"cpu_percent\")\n |> aggregateWindow(every: 1s, fn: mean, createEmpty: false)\n |> yield(name: \"cpu\")", + "refId": "A" + } + ] + }, + { + "id": 2, + "title": "šŸ§  RAM Usage", + "type": "timeseries", + "gridPos": { "x": 12, "y": 0, "w": 12, "h": 5 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "decmbytes", + "custom": { "lineWidth": 2, "fillOpacity": 20 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "ram_percent" }, + "properties": [ + { "id": "unit", "value": "percent" }, + { "id": "custom.axisPlacement", "value": "right" }, + { "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } } + ] + }, + { + "matcher": { "id": "byName", "options": "ram_used_mb" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#5794F2", "mode": "fixed" } }, + { "id": "displayName", "value": "Used RAM (MB)" } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_system\")\n |> filter(fn: (r) => r[\"metric_type\"] == \"ram\")\n |> filter(fn: (r) => r[\"_field\"] == \"ram_used_mb\" or r[\"_field\"] == \"ram_available_mb\" or r[\"_field\"] == \"ram_percent\")\n |> aggregateWindow(every: 1s, fn: mean, createEmpty: false)\n |> yield(name: \"ram\")", + "refId": "A" + } + ] + }, + { + "id": 3, + "title": "šŸ“Š Design Requests / minute", + "type": "timeseries", + "gridPos": { "x": 0, "y": 5, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "reqpm", + "custom": { "lineWidth": 2, "fillOpacity": 15 } + } + }, + "options": { + "legend": { "displayMode": "list", "placement": "bottom" }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_requests\")\n |> filter(fn: (r) => r[\"_field\"] == \"duration_ms\")\n |> aggregateWindow(every: 1m, fn: count, createEmpty: false)\n |> map(fn: (r) => ({ r with _field: \"requests_per_min\" }))\n |> yield(name: \"req_rate\")", + "refId": "A" + } + ] + }, + { + "id": 4, + "title": "ā±ļø Request Latency (ms)", + "type": "timeseries", + "gridPos": { "x": 8, "y": 5, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "ms", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + } + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "p95"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_requests\")\n |> filter(fn: (r) => r[\"_field\"] == \"duration_ms\")\n |> aggregateWindow(every: 5s, fn: mean, createEmpty: false)\n |> yield(name: \"latency_mean\")", + "refId": "A" + }, + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_requests\")\n |> filter(fn: (r) => r[\"_field\"] == \"duration_ms\")\n |> aggregateWindow(every: 5s, fn: (tables=<-) => tables |> quantile(q: 0.95), createEmpty: false)\n |> yield(name: \"latency_p95\")", + "refId": "B" + } + ] + }, + { + "id": 5, + "title": "šŸ—‚ļø Celery Queue Depth", + "type": "timeseries", + "gridPos": { "x": 16, "y": 5, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "custom": { "lineWidth": 2, "fillOpacity": 15 } + } + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_tasks\")\n |> filter(fn: (r) => r[\"_field\"] == \"queue_depth\")\n |> aggregateWindow(every: 1s, fn: last, createEmpty: false)\n |> yield(name: \"queue_depth\")", + "refId": "A" + } + ] + }, + { + "id": 6, + "title": "āœ… Task Success vs āŒ Failure", + "type": "timeseries", + "gridPos": { "x": 0, "y": 12, "w": 12, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "short", "custom": { "lineWidth": 2 } }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "FAILURE" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#F2495C", "mode": "fixed" } } + ] + }, + { + "matcher": { "id": "byName", "options": "SUCCESS" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["sum"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_tasks\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> filter(fn: (r) => r[\"status\"] == \"SUCCESS\" or r[\"status\"] == \"FAILURE\")\n |> aggregateWindow(every: 30s, fn: sum, createEmpty: false)\n |> pivot(rowKey: [\"_time\"], columnKey: [\"status\"], valueColumn: \"_value\")\n |> yield(name: \"task_outcomes\")", + "refId": "A" + } + ] + }, + { + "id": 7, + "title": "šŸ Task Execution Duration (ms) by Type", + "type": "timeseries", + "gridPos": { "x": 12, "y": 12, "w": 12, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "ms", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + } + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_tasks\")\n |> filter(fn: (r) => r[\"_field\"] == \"duration_ms\")\n |> filter(fn: (r) => r[\"status\"] == \"SUCCESS\" or r[\"status\"] == \"FAILURE\")\n |> aggregateWindow(every: 5s, fn: mean, createEmpty: false)\n |> yield(name: \"task_duration\")", + "refId": "A" + } + ] + }, + { + "id": 8, + "title": "šŸ“ˆ Stat ā€” Total Design Requests", + "type": "stat", + "gridPos": { "x": 0, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "short", "color": { "mode": "thresholds" }, + "thresholds": { "mode": "absolute", "steps": [ + { "color": "green", "value": null } + ]} + } + }, + "options": { "reduceOptions": { "calcs": ["sum"] }, "orientation": "auto", "textMode": "auto", "colorMode": "value", "graphMode": "area" }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_requests\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> sum()", + "refId": "A" + } + ] + }, + { + "id": 9, + "title": "šŸ“ˆ Stat ā€” Tasks Completed", + "type": "stat", + "gridPos": { "x": 4, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "short", "color": { "mode": "thresholds" }, + "thresholds": { "mode": "absolute", "steps": [ + { "color": "green", "value": null } + ]} + } + }, + "options": { "reduceOptions": { "calcs": ["sum"] }, "orientation": "auto", "textMode": "auto", "colorMode": "value", "graphMode": "area" }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_tasks\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> filter(fn: (r) => r[\"status\"] == \"SUCCESS\")\n |> sum()", + "refId": "A" + } + ] + }, + { + "id": 10, + "title": "šŸ”“ Stat ā€” Task Failures", + "type": "stat", + "gridPos": { "x": 8, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "short", + "color": { "mode": "thresholds" }, + "thresholds": { "mode": "absolute", "steps": [ + { "color": "green", "value": null }, + { "color": "red", "value": 1 } + ]} + } + }, + "options": { "reduceOptions": { "calcs": ["sum"] }, "orientation": "auto", "textMode": "auto", "colorMode": "background", "graphMode": "area" }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_tasks\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> filter(fn: (r) => r[\"status\"] == \"FAILURE\")\n |> sum()", + "refId": "A" + } + ] + }, + { + "id": 11, + "title": "šŸ§® Stat ā€” Peak RAM Used (MB)", + "type": "stat", + "gridPos": { "x": 12, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "decmbytes", "color": { "mode": "thresholds" }, + "thresholds": { "mode": "absolute", "steps": [ + { "color": "green", "value": null }, + { "color": "yellow", "value": 8000 }, + { "color": "red", "value": 14000 } + ]} + } + }, + "options": { "reduceOptions": { "calcs": ["max"] }, "orientation": "auto", "textMode": "auto", "colorMode": "background" }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_system\")\n |> filter(fn: (r) => r[\"metric_type\"] == \"ram\")\n |> filter(fn: (r) => r[\"_field\"] == \"ram_used_mb\")\n |> max()", + "refId": "A" + } + ] + }, + { + "id": 12, + "title": "āš” Stat ā€” Peak CPU avg (%)", + "type": "stat", + "gridPos": { "x": 16, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "percent", "color": { "mode": "thresholds" }, + "thresholds": { "mode": "absolute", "steps": [ + { "color": "green", "value": null }, + { "color": "yellow", "value": 70 }, + { "color": "red", "value": 90 } + ]} + } + }, + "options": { "reduceOptions": { "calcs": ["max"] }, "orientation": "auto", "textMode": "auto", "colorMode": "background" }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_system\")\n |> filter(fn: (r) => r[\"cpu_core\"] == \"total_avg\")\n |> filter(fn: (r) => r[\"_field\"] == \"cpu_percent\")\n |> max()", + "refId": "A" + } + ] + }, + { + "id": 13, + "title": "šŸŒ Requests by Module", + "type": "barchart", + "gridPos": { "x": 20, "y": 19, "w": 4, "h": 4 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { "unit": "short" } + }, + "options": { "orientation": "horizontal", "groupWidth": 0.7, "barWidth": 0.97 }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_requests\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> filter(fn: (r) => r[\"module\"] != \"\" and r[\"module\"] != \"unknown\")\n |> group(columns: [\"module\"])\n |> sum()\n |> group()\n |> yield(name: \"by_module\")", + "refId": "A" + } + ] + }, + + { + "id": 14, + "title": "šŸ”Œ Active WebSocket Connections", + "type": "timeseries", + "gridPos": { "x": 0, "y": 23, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "min": 0, + "color": { "fixedColor": "#B877D9", "mode": "fixed" }, + "custom": { "lineWidth": 2, "fillOpacity": 25 } + } + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "single" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_websockets\")\n |> filter(fn: (r) => r[\"_field\"] == \"active_connections\")\n |> aggregateWindow(every: 2s, fn: last, createEmpty: false)\n |> yield(name: \"ws_active\")", + "refId": "A" + } + ] + }, + { + "id": 15, + "title": "šŸ”— WebSocket Events (connect / disconnect)", + "type": "timeseries", + "gridPos": { "x": 8, "y": 23, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "connect" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "disconnect" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#F2495C", "mode": "fixed" } }] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["sum"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_websockets\")\n |> filter(fn: (r) => r[\"_field\"] == \"count\")\n |> aggregateWindow(every: 10s, fn: sum, createEmpty: false)\n |> pivot(rowKey: [\"_time\"], columnKey: [\"event\"], valueColumn: \"_value\")\n |> yield(name: \"ws_events\")", + "refId": "A" + } + ] + }, + { + "id": 16, + "title": "šŸ—„ļø Redis: Connected Clients + PubSub Channels", + "type": "timeseries", + "gridPos": { "x": 16, "y": 23, "w": 8, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "connected_clients" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#5794F2", "mode": "fixed" } }, + { "id": "displayName", "value": "TCP Clients" } + ] + }, + { + "matcher": { "id": "byName", "options": "pubsub_channels" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#FADE2A", "mode": "fixed" } }, + { "id": "displayName", "value": "PubSub Channels (WS groups)" } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_redis\")\n |> filter(fn: (r) => r[\"_field\"] == \"connected_clients\" or r[\"_field\"] == \"pubsub_channels\")\n |> aggregateWindow(every: 1s, fn: last, createEmpty: false)\n |> yield(name: \"redis_clients\")", + "refId": "A" + } + ] + }, + { + "id": 17, + "title": "āš” Redis Ops/sec + Memory", + "type": "timeseries", + "gridPos": { "x": 0, "y": 30, "w": 12, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "instantaneous_ops_per_sec" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#FF9830", "mode": "fixed" } }, + { "id": "displayName", "value": "Ops / sec" } + ] + }, + { + "matcher": { "id": "byName", "options": "used_memory_mb" }, + "properties": [ + { "id": "unit", "value": "decmbytes" }, + { "id": "custom.axisPlacement", "value": "right" }, + { "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } }, + { "id": "displayName", "value": "Redis Memory (MB)" } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_redis\")\n |> filter(fn: (r) => r[\"_field\"] == \"instantaneous_ops_per_sec\" or r[\"_field\"] == \"used_memory_mb\")\n |> aggregateWindow(every: 1s, fn: last, createEmpty: false)\n |> yield(name: \"redis_perf\")", + "refId": "A" + } + ] + }, + { + "id": 18, + "title": "šŸ“‰ Redis Keyspace Hits vs Misses", + "type": "timeseries", + "gridPos": { "x": 12, "y": 30, "w": 12, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "custom": { "lineWidth": 2, "fillOpacity": 10 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "keyspace_hits" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "keyspace_misses" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#F2495C", "mode": "fixed" } }] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_redis\")\n |> filter(fn: (r) => r[\"_field\"] == \"keyspace_hits\" or r[\"_field\"] == \"keyspace_misses\")\n |> derivative(unit: 1s, nonNegative: true)\n |> aggregateWindow(every: 5s, fn: mean, createEmpty: false)\n |> yield(name: \"redis_keyspace\")", + "refId": "A" + } + ] + }, + + { + "id": 19, + "title": "šŸ§µ Threads by Process Role", + "description": "Total OS threads grouped by process role. Gunicorn handles HTTP, Celery workers handle design calculations. A spike here under load shows the thread pool expanding.", + "type": "timeseries", + "gridPos": { "x": 0, "y": 37, "w": 14, "h": 8 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "min": 0, + "custom": { "lineWidth": 2, "fillOpacity": 15, "stacking": { "mode": "normal", "group": "A" } } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "gunicorn" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#5794F2", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "celery-worker" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#FF9830", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "daphne" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#B877D9", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "celery-beat" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#FADE2A", "mode": "fixed" } }] + }, + { + "matcher": { "id": "byName", "options": "python-other" }, + "properties": [{ "id": "color", "value": { "fixedColor": "#8AB8FF", "mode": "fixed" } }] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "right", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi", "sort": "desc" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_threads\")\n |> filter(fn: (r) => r[\"_field\"] == \"total_threads\")\n |> filter(fn: (r) => r[\"role\"] != \"all-osdag\")\n |> aggregateWindow(every: 2s, fn: last, createEmpty: false)\n |> yield(name: \"threads_by_role\")", + "refId": "A" + } + ] + }, + { + "id": 20, + "title": "šŸŸ¢ Thread States ā€” All Osdag Processes", + "description": "Thread state breakdown across ALL gunicorn + celery + daphne processes combined. 'Other' includes disk-wait (D state) which indicates I/O blocking ā€” a spike here is worth investigating.", + "type": "timeseries", + "gridPos": { "x": 14, "y": 37, "w": 10, "h": 8 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "short", + "min": 0, + "custom": { "lineWidth": 2, "fillOpacity": 10 } + }, + "overrides": [ + { + "matcher": { "id": "byName", "options": "threads_running" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#73BF69", "mode": "fixed" } }, + { "id": "displayName", "value": "Running" } + ] + }, + { + "matcher": { "id": "byName", "options": "threads_sleeping" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#5794F2", "mode": "fixed" } }, + { "id": "displayName", "value": "Sleeping (idle)" } + ] + }, + { + "matcher": { "id": "byName", "options": "threads_other" }, + "properties": [ + { "id": "color", "value": { "fixedColor": "#F2495C", "mode": "fixed" } }, + { "id": "displayName", "value": "Other (disk-wait / zombie)" } + ] + } + ] + }, + "options": { + "legend": { "displayMode": "table", "placement": "bottom", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_threads\")\n |> filter(fn: (r) => r[\"role\"] == \"all-osdag\")\n |> filter(fn: (r) => r[\"_field\"] == \"threads_running\" or r[\"_field\"] == \"threads_sleeping\" or r[\"_field\"] == \"threads_other\")\n |> aggregateWindow(every: 2s, fn: last, createEmpty: false)\n |> yield(name: \"thread_states\")", + "refId": "A" + } + ] + }, + { + "id": 21, + "title": "šŸŒ”ļø CPU Core Temperature (Ā°C)", + "type": "timeseries", + "gridPos": { "x": 0, "y": 45, "w": 24, "h": 7 }, + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "fieldConfig": { + "defaults": { + "unit": "celsius", + "custom": { "lineWidth": 1, "fillOpacity": 5 } + } + }, + "options": { + "legend": { "displayMode": "list", "placement": "right", "calcs": ["mean", "max", "last"] }, + "tooltip": { "mode": "multi", "sort": "desc" } + }, + "targets": [ + { + "datasource": { "type": "influxdb", "uid": "${datasource}" }, + "query": "from(bucket: \"osdag_metrics\")\n |> range(start: v.timeRangeStart, stop: v.timeRangeStop)\n |> filter(fn: (r) => r[\"_measurement\"] == \"osdag_system\")\n |> filter(fn: (r) => r[\"metric_type\"] == \"temperature\")\n |> filter(fn: (r) => r[\"_field\"] == \"temp_celsius\")\n |> aggregateWindow(every: 1s, fn: mean, createEmpty: false)\n |> yield(name: \"temp\")", + "refId": "A" + } + ] + } + ], + "templating": { + "list": [ + { + "name": "datasource", + "type": "datasource", + "pluginId": "influxdb", + "query": "influxdb", + "refresh": 1, + "options": [], + "current": { "selected": true, "text": "InfluxDB", "value": "InfluxDB" }, + "hide": 0, + "includeAll": false, + "label": "Data source" + } + ] + }, + "annotations": { "list": [] } +} diff --git a/monitoring/grafana/provisioning/datasources/influxdb.yaml b/monitoring/grafana/provisioning/datasources/influxdb.yaml new file mode 100644 index 000000000..90fbbce38 --- /dev/null +++ b/monitoring/grafana/provisioning/datasources/influxdb.yaml @@ -0,0 +1,17 @@ +apiVersion: 1 + +datasources: + - name: InfluxDB + type: influxdb + uid: InfluxDB + access: proxy + url: http://influxdb:8086 + jsonData: + version: Flux + organization: osdag + defaultBucket: osdag_metrics + tlsSkipVerify: true + secureJsonData: + token: osdag-super-secret-token + isDefault: true + editable: true diff --git a/monitoring/influxdb-init.sh b/monitoring/influxdb-init.sh new file mode 100644 index 000000000..e28aa65da --- /dev/null +++ b/monitoring/influxdb-init.sh @@ -0,0 +1,18 @@ +#!/bin/bash +# InfluxDB v2 first-boot initialisation script. +# Sets up the org, bucket, and a token with known values +# so the rest of the stack can connect without manual steps. +# +# This is mounted into the influxdb container as an init script at +# /docker-entrypoint-initdb.d/ ā€” InfluxDB runs it automatically on first start. + +set -e + +INFLUX_ORG="${DOCKER_INFLUXDB_INIT_ORG:-osdag}" +INFLUX_BUCKET="${DOCKER_INFLUXDB_INIT_BUCKET:-osdag_metrics}" +INFLUX_TOKEN="${DOCKER_INFLUXDB_INIT_ADMIN_TOKEN:-osdag-super-secret-token}" + +echo "[influxdb-init] Organisation : $INFLUX_ORG" +echo "[influxdb-init] Bucket : $INFLUX_BUCKET" +echo "[influxdb-init] Token : $INFLUX_TOKEN" +echo "[influxdb-init] InfluxDB ready." diff --git a/monitoring/metrics_collector.py b/monitoring/metrics_collector.py new file mode 100644 index 000000000..f3f62077b --- /dev/null +++ b/monitoring/metrics_collector.py @@ -0,0 +1,432 @@ +""" +Osdag-web Metrics Collector Sidecar +==================================== +Runs as a separate Docker container. Collects and writes to InfluxDB v2: + + osdag_system ā€” per-core CPU %, total CPU avg, RAM, swap (every 0.5 s) + osdag_tasks ā€” Celery queue depths per queue name (every ~1 s) + osdag_redis ā€” Redis INFO: connected_clients, pubsub_channels, + used_memory, keyspace hits/misses, ops/sec (every ~1 s) + osdag_threads ā€” Per-process-role thread counts + states (every ~2 s) + Roles: gunicorn, celery-worker, celery-beat, daphne, python-other + Fields: total_threads, process_count, + threads_running, threads_sleeping, threads_other + +WebSocket connection counts come from the Django process itself +(apps.core.consumers) and are written to osdag_websockets directly. + +Environment variables: + INFLUXDB_URL - e.g. http://influxdb:8086 + INFLUXDB_TOKEN - all-access token + INFLUXDB_ORG - e.g. osdag + INFLUXDB_BUCKET - e.g. osdag_metrics + REDIS_URL - e.g. redis://redis:6379/0 + SAMPLE_INTERVAL_S - default 0.5 + HOST_LABEL - label for the 'host' tag (default: osdag-server) +""" + +import os +import time +import socket +import logging +import threading + +import psutil +import redis as redis_lib +from influxdb_client import InfluxDBClient, Point, WritePrecision +from influxdb_client.client.write_api import SYNCHRONOUS + +logging.basicConfig( + level=logging.INFO, + format="%(asctime)s [%(levelname)s] %(message)s" +) +log = logging.getLogger("metrics_collector") + +# ā”€ā”€ā”€ Config ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +INFLUXDB_URL = os.getenv("INFLUXDB_URL", "http://influxdb:8086") +INFLUXDB_TOKEN = os.getenv("INFLUXDB_TOKEN", "osdag-super-secret-token") +INFLUXDB_ORG = os.getenv("INFLUXDB_ORG", "osdag") +INFLUXDB_BUCKET = os.getenv("INFLUXDB_BUCKET", "osdag_metrics") +REDIS_URL = os.getenv("REDIS_URL", "redis://redis:6379/0") +SAMPLE_INTERVAL = float(os.getenv("SAMPLE_INTERVAL_S", "0.5")) +HOST_LABEL = os.getenv("HOST_LABEL", socket.gethostname()) + +# Celery queue names to monitor (must match docker-compose celery command) +CELERY_QUEUES = ["calculations", "cad", "reports", "celery"] + +# ā”€ā”€ā”€ InfluxDB client ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +influx_client = InfluxDBClient( + url=INFLUXDB_URL, + token=INFLUXDB_TOKEN, + org=INFLUXDB_ORG, +) +write_api = influx_client.write_api(write_options=SYNCHRONOUS) + +# ā”€ā”€ā”€ Redis client ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def get_redis_client(): + try: + r = redis_lib.from_url(REDIS_URL, socket_connect_timeout=2, socket_timeout=2) + r.ping() + return r + except Exception as e: + log.warning(f"Redis not available: {e}") + return None + +redis_client = None + +# ā”€ā”€ā”€ Helpers ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def write_points(points: list): + """Batch write points to InfluxDB, swallow transient errors.""" + try: + write_api.write(bucket=INFLUXDB_BUCKET, org=INFLUXDB_ORG, record=points) + except Exception as e: + log.warning(f"InfluxDB write failed: {e}") + + +def collect_system_metrics(): + """Collect per-core CPU % and RAM stats. Returns list of InfluxDB Points.""" + points = [] + ts = time.time_ns() + + # Per-core CPU (non-blocking; uses the interval between calls for accuracy) + cpu_percents = psutil.cpu_percent(percpu=True) + for core_idx, cpu_pct in enumerate(cpu_percents): + p = ( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "cpu") + .tag("cpu_core", f"core_{core_idx}") + .field("cpu_percent", float(cpu_pct)) + .time(ts, WritePrecision.NS) + ) + points.append(p) + + # Aggregate CPU + cpu_total = sum(cpu_percents) / len(cpu_percents) if cpu_percents else 0.0 + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "cpu") + .tag("cpu_core", "total_avg") + .field("cpu_percent", float(cpu_total)) + .time(ts, WritePrecision.NS) + ) + + # RAM + ram = psutil.virtual_memory() + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "ram") + .tag("cpu_core", "n/a") + .field("ram_used_mb", float(ram.used / 1024 / 1024)) + .field("ram_available_mb", float(ram.available / 1024 / 1024)) + .field("ram_total_mb", float(ram.total / 1024 / 1024)) + .field("ram_percent", float(ram.percent)) + .time(ts, WritePrecision.NS) + ) + + # Swap + swap = psutil.swap_memory() + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "swap") + .tag("cpu_core", "n/a") + .field("swap_used_mb", float(swap.used / 1024 / 1024)) + .field("swap_total_mb", float(swap.total / 1024 / 1024)) + .field("swap_percent", float(swap.percent)) + .time(ts, WritePrecision.NS) + ) + + # Temperatures + if hasattr(psutil, "sensors_temperatures"): + try: + temps = psutil.sensors_temperatures() + for name, entries in temps.items(): + for entry in entries: + if entry.label and 'core' in entry.label.lower(): + core_label = entry.label.replace(" ", "_").lower() + points.append( + Point("osdag_system") + .tag("host", HOST_LABEL) + .tag("metric_type", "temperature") + .tag("cpu_core", core_label) + .field("temp_celsius", float(entry.current)) + .time(ts, WritePrecision.NS) + ) + except Exception as e: + pass + + return points + + +def collect_redis_queue_depths(): + """Poll Redis LLEN for each Celery queue ā†’ osdag_tasks measurement.""" + global redis_client + if redis_client is None: + redis_client = get_redis_client() + if redis_client is None: + return [] + + points = [] + ts = time.time_ns() + try: + for queue_name in CELERY_QUEUES: + depth = redis_client.llen(queue_name) + p = ( + Point("osdag_tasks") + .tag("host", HOST_LABEL) + .tag("queue", queue_name) + .tag("task_name", "queue_depth") + .tag("status", "queued") + .field("queue_depth", int(depth)) + .time(ts, WritePrecision.NS) + ) + points.append(p) + except Exception as e: + log.warning(f"Redis LLEN poll failed: {e}") + redis_client = None + return points + + +def collect_redis_info(): + """ + Pull Redis INFO stats ā†’ osdag_redis measurement. + Captured fields: + - connected_clients : open TCP connections to Redis + - blocked_clients : clients waiting on BLPOP etc. + - used_memory_mb : Redis heap usage + - pubsub_channels : active pub/sub channels (Django Channels) + - pubsub_patterns : active pub/sub patterns + - keyspace_hits : cache hit counter (delta is interesting) + - keyspace_misses : cache miss counter + - instantaneous_ops_per_sec : current throughput + - total_commands_processed : cumulative commands + """ + global redis_client + if redis_client is None: + redis_client = get_redis_client() + if redis_client is None: + return [] + + ts = time.time_ns() + try: + info = redis_client.info() # dict with all sections merged + p = ( + Point("osdag_redis") + .tag("host", HOST_LABEL) + # Client stats + .field("connected_clients", int(info.get("connected_clients", 0))) + .field("blocked_clients", int(info.get("blocked_clients", 0))) + # Memory + .field("used_memory_mb", float(info.get("used_memory", 0) / 1024 / 1024)) + .field("used_memory_rss_mb", float(info.get("used_memory_rss", 0) / 1024 / 1024)) + .field("mem_fragmentation_ratio", float(info.get("mem_fragmentation_ratio", 1.0))) + # Pub/Sub (Django Channels channel layer) + .field("pubsub_channels", int(info.get("pubsub_channels", 0))) + .field("pubsub_patterns", int(info.get("pubsub_patterns", 0))) + # Keyspace performance + .field("keyspace_hits", int(info.get("keyspace_hits", 0))) + .field("keyspace_misses", int(info.get("keyspace_misses", 0))) + # Throughput + .field("instantaneous_ops_per_sec", int(info.get("instantaneous_ops_per_sec", 0))) + .field("total_commands_processed", int(info.get("total_commands_processed", 0))) + # Connections + .field("total_connections_received", int(info.get("total_connections_received", 0))) + .field("rejected_connections", int(info.get("rejected_connections", 0))) + # Persistence / replication + .field("rdb_changes_since_last_save", int(info.get("rdb_changes_since_last_save", 0))) + .time(ts, WritePrecision.NS) + ) + return [p] + except Exception as e: + log.warning(f"Redis INFO poll failed: {e}") + redis_client = None + return [] + + +# ā”€ā”€ā”€ Process thread analysis ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + +# Map process name substrings to a human-readable role label +_PROCESS_ROLES = [ + ("gunicorn", "gunicorn"), + ("uvicorn", "gunicorn"), # gunicorn + uvicorn worker class + ("daphne", "daphne"), + ("celery", "celery-worker"), + ("celerybeat", "celery-beat"), # must come before 'celery' check +] + + +def _classify_process(proc_name: str, cmdline: list) -> str: + """ + Return the role label for a process. + cmdline is checked first (more reliable), then proc_name. + """ + cmd = " ".join(cmdline).lower() + name = proc_name.lower() + + if "celerybeat" in cmd or "celery beat" in cmd: + return "celery-beat" + if "celery" in cmd or "celery" in name: + return "celery-worker" + if "daphne" in cmd or "daphne" in name: + return "daphne" + if "gunicorn" in cmd or "uvicorn" in cmd or "gunicorn" in name: + return "gunicorn" + if "python" in name: + return "python-other" + return None + + +def collect_process_threads() -> list: + """ + Scan all running processes and group by role. + For each role, write one InfluxDB Point per tick with: + - total_threads : sum of threads across all processes in this role + - process_count : number of OS processes in this role + - threads_running : threads in 'running' status + - threads_sleeping: threads in 'sleeping' status + - threads_other : threads in any other status (disk-wait, zombie, etc.) + + Measurement: osdag_threads + Tags: host, role + """ + # Accumulate stats per role + role_stats: dict[str, dict] = {} + + def _blank(): + return { + "total_threads": 0, + "process_count": 0, + "threads_running": 0, + "threads_sleeping": 0, + "threads_other": 0, + } + + ts = time.time_ns() + + for proc in psutil.process_iter(["pid", "name", "cmdline", "status"]): + try: + info = proc.info + pname = info["name"] or "" + cmdline = info["cmdline"] or [] + role = _classify_process(pname, cmdline) + if role is None: + continue + + if role not in role_stats: + role_stats[role] = _blank() + + role_stats[role]["process_count"] += 1 + + # Get all threads of this process + try: + threads = proc.threads() + role_stats[role]["total_threads"] += len(threads) + + # Thread status is not directly exposed by psutil.threads(); + # use the process status as a proxy for its threads. + pstatus = (info.get("status") or "").lower() + if pstatus in ("running",): + role_stats[role]["threads_running"] += len(threads) + elif pstatus in ("sleeping", "idle"): + role_stats[role]["threads_sleeping"] += len(threads) + else: + role_stats[role]["threads_other"] += len(threads) + + except (psutil.NoSuchProcess, psutil.AccessDenied): + pass # process may have died mid-scan + + except (psutil.NoSuchProcess, psutil.AccessDenied, psutil.ZombieProcess): + continue + + # Also write a system-wide total + system_total = sum(s["total_threads"] for s in role_stats.values()) + proc_total = sum(s["process_count"] for s in role_stats.values()) + if system_total > 0: + role_stats["all-osdag"] = { + "total_threads": system_total, + "process_count": proc_total, + "threads_running": sum(s["threads_running"] for s in role_stats.values()), + "threads_sleeping": sum(s["threads_sleeping"] for s in role_stats.values()), + "threads_other": sum(s["threads_other"] for s in role_stats.values()), + } + + points = [] + for role, stats in role_stats.items(): + p = ( + Point("osdag_threads") + .tag("host", HOST_LABEL) + .tag("role", role) + .field("total_threads", int(stats["total_threads"])) + .field("process_count", int(stats["process_count"])) + .field("threads_running", int(stats["threads_running"])) + .field("threads_sleeping", int(stats["threads_sleeping"])) + .field("threads_other", int(stats["threads_other"])) + .time(ts, WritePrecision.NS) + ) + points.append(p) + + return points + + +# ā”€ā”€ā”€ Main loop ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ +def main(): + log.info(f"Osdag metrics collector starting.") + log.info(f" InfluxDB : {INFLUXDB_URL} org={INFLUXDB_ORG} bucket={INFLUXDB_BUCKET}") + log.info(f" Redis : {REDIS_URL}") + log.info(f" Interval : {SAMPLE_INTERVAL}s") + log.info(f" Host tag : {HOST_LABEL}") + + # Wait for InfluxDB to be ready + for attempt in range(30): + try: + health = influx_client.health() + if health.status == "pass": + log.info("InfluxDB is healthy. Starting collection.") + break + except Exception: + pass + log.info(f"Waiting for InfluxDB... ({attempt + 1}/30)") + time.sleep(2) + else: + log.error("InfluxDB not ready after 60 s. Exiting.") + return + + # Pre-warm psutil CPU measurement (first call always returns 0.0) + psutil.cpu_percent(percpu=True) + time.sleep(SAMPLE_INTERVAL) + + redis_counter = 0 + thread_counter = 0 + REDIS_POLL_EVERY = max(1, int(1.0 / SAMPLE_INTERVAL)) # every ~1 s + THREAD_POLL_EVERY = max(1, int(2.0 / SAMPLE_INTERVAL)) # every ~2 s + + while True: + loop_start = time.monotonic() + + # ā”€ā”€ System metrics every tick (0.5 s) ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + points = collect_system_metrics() + + # ā”€ā”€ Redis stats every ~1 s ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + if redis_counter % REDIS_POLL_EVERY == 0: + points.extend(collect_redis_queue_depths()) # per-queue LLEN + points.extend(collect_redis_info()) # connected_clients, pubsub, memory... + redis_counter += 1 + + # ā”€ā”€ Process thread counts every ~2 s ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ā”€ + if thread_counter % THREAD_POLL_EVERY == 0: + points.extend(collect_process_threads()) + thread_counter += 1 + + if points: + write_points(points) + + elapsed = time.monotonic() - loop_start + sleep_for = max(0.0, SAMPLE_INTERVAL - elapsed) + time.sleep(sleep_for) + + +if __name__ == "__main__": + main() diff --git a/monitoring/requirements.txt b/monitoring/requirements.txt new file mode 100644 index 000000000..bc8b3e6e6 --- /dev/null +++ b/monitoring/requirements.txt @@ -0,0 +1,3 @@ +psutil>=5.9.0 +influxdb-client>=1.40.0 +redis>=5.0.0 diff --git a/osdag/admin.py b/osdag/admin.py deleted file mode 100644 index f50bc7679..000000000 --- a/osdag/admin.py +++ /dev/null @@ -1,27 +0,0 @@ -from django.contrib import admin - -# import models -from osdag.models import Anchor_Bolt , Angle_Pitch , Angles , Beams , Bolt , Bolt_fy_fu , CHS , Channels , Columns , EqualAngle , Material, RHS , SHS , UnequalAngle -from osdag.models import Design, UserAccount -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### - - -# Register your models here. -admin.site.register(Anchor_Bolt) -admin.site.register(Angle_Pitch) -admin.site.register(Angles) -admin.site.register(Beams) -admin.site.register(Bolt) -admin.site.register(Bolt_fy_fu) -admin.site.register(CHS) -admin.site.register(Channels) -admin.site.register(Columns) -admin.site.register(EqualAngle) -admin.site.register(Material) -admin.site.register(RHS) -admin.site.register(SHS) -admin.site.register(UnequalAngle) -admin.site.register(Design) -admin.site.register(UserAccount) diff --git a/osdag/apps.py b/osdag/apps.py deleted file mode 100644 index f64cbccbd..000000000 --- a/osdag/apps.py +++ /dev/null @@ -1,6 +0,0 @@ -from django.apps import AppConfig - - -class OsdagConfig(AppConfig): - default_auto_field = 'django.db.models.BigAutoField' - name = 'osdag' diff --git a/osdag/models.py b/osdag/models.py deleted file mode 100644 index 7be5d6d00..000000000 --- a/osdag/models.py +++ /dev/null @@ -1,335 +0,0 @@ -from django.db import models - -# postgres imports -from django.contrib.postgres.fields import ArrayField - -# other imports -from django.contrib.auth.hashers import make_password, check_password - -class Design(models.Model): - """Design Session object in Database.""" - cookie_id = models.CharField(unique=True, max_length=32) - module_id = models.CharField(max_length=200) - input_values = models.JSONField(blank=True) - logs = models.TextField(blank=True) - output_values = models.JSONField(blank=True) - design_status = models.BooleanField(blank=True) - cad_design_status = models.BooleanField(blank=True) - - class Meta : - db_table = "Design" - - -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### -class UserAccount(models.Model) : - username = models.TextField(blank=True , unique = True) - password = models.TextField(blank=False) - email = models.TextField(blank=True, unique = True) - allInputValueFiles = ArrayField(models.TextField(blank = True)) - - class Meta : - db_table = "UserAccount" - -class Anchor_Bolt(models.Model): - Diameter = models.TextField() - - class Meta: - db_table = "Anchor_Bolt" - - -class Angle_Pitch(models.Model): - Nominal_Leg = models.IntegerField() - Max_Bolt_Dia = models.IntegerField() - Bolt_lines = models.IntegerField() - S1 = models.IntegerField(null=True) - S2 = models.IntegerField(null=True) - S3 = models.IntegerField(null=True) - - class Meta: - db_table = "Angle_Pitch" - - -class Angles(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - a = models.DecimalField(max_digits=10, decimal_places=2) - b = models.DecimalField(max_digits=10, decimal_places=2) - t = models.DecimalField(max_digits=10, decimal_places=2) - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Cz = models.DecimalField(max_digits=10, decimal_places=2) - Cy = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - Alpha = models.DecimalField(max_digits=10, decimal_places=2) - lumax = models.DecimalField(max_digits=10, decimal_places=2) - lvmin = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - rumax = models.DecimalField(max_digits=10, decimal_places=2) - rvmin = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - It = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=100) - Type = models.CharField(max_length=100, null=True) - - class Meta: - db_table = "Angles" - - -class Beams(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - D = models.DecimalField(max_digits=10, decimal_places=2) - B = models.DecimalField(max_digits=10, decimal_places=2) - tw = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - FlangeSlope = models.IntegerField() - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - It = models.DecimalField(null=True, max_digits=10, decimal_places=2) - Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) - Source = models.CharField(max_length=100) - Type = models.CharField(null=True, max_length=100) - - class Meta: - db_table = "Beams" - - -class Bolt(models.Model): - id = models.IntegerField(primary_key=True, unique=True) - Bolt_diameter = models.TextField() - - class Meta: - db_table = "Bolt" - - -class Bolt_fy_fu(models.Model): - Property_Class = models.DecimalField(max_digits=10, decimal_places=2) - Diameter_min = models.IntegerField() - Diameter_max = models.IntegerField() - fy = models.IntegerField() - fu = models.IntegerField() - - class Meta: - db_table = "Bolt_fy_fu" - - -class CHS(models.Model): - Designation = models.CharField(max_length=50) - NB = models.CharField(max_length=50) - OD = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - W = models.DecimalField(max_digits=10, decimal_places=2) - A = models.DecimalField(max_digits=10, decimal_places=2) - V = models.DecimalField(max_digits=10, decimal_places=2) - Ves = models.DecimalField(max_digits=10, decimal_places=2) - Vis = models.DecimalField(max_digits=10, decimal_places=2) - I = models.DecimalField(max_digits=10, decimal_places=2) - Z = models.DecimalField(max_digits=10, decimal_places=2) - R = models.DecimalField(max_digits=10, decimal_places=2) - Rsq = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=50) - - class Meta: - db_table = "CHS" - - -class Channels(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - D = models.DecimalField(max_digits=10, decimal_places=2) - B = models.DecimalField(max_digits=10, decimal_places=2) - tw = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - FlangeSlope = models.IntegerField() - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Cy = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - It = models.DecimalField(max_digits=10, decimal_places=2) - Iw = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=100) - Type = models.CharField(null=True, max_length=100) - - class Meta: - db_table = "Channels" - - -class Columns(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - D = models.DecimalField(max_digits=10, decimal_places=2) - B = models.DecimalField(max_digits=10, decimal_places=2) - tw = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - FlangeSlope = models.IntegerField() - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - It = models.DecimalField(null=True, max_digits=10, decimal_places=2) - Iw = models.DecimalField(null=True, max_digits=10, decimal_places=2) - Source = models.CharField(max_length=100) - Type = models.CharField(null=True, max_length=100) - - class Meta: - db_table = "Columns" - - -class EqualAngle(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - a = models.DecimalField(max_digits=10, decimal_places=2) - b = models.DecimalField(max_digits=10, decimal_places=2) - t = models.DecimalField(max_digits=10, decimal_places=2) - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Cz = models.DecimalField(max_digits=10, decimal_places=2) - Cy = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - Alpha = models.DecimalField(max_digits=10, decimal_places=2) - Iu_max = models.DecimalField(max_digits=10, decimal_places=2) - Iv_min = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - ru_max = models.DecimalField(max_digits=10, decimal_places=2) - rv_min = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=50) - It = models.DecimalField(max_digits=10, decimal_places=2) - - class Meta: - db_table = "EqualAngle" - - -class UnequalAngle(models.Model): - Designation = models.CharField(max_length=50) - Mass = models.DecimalField(max_digits=10, decimal_places=2) - Area = models.DecimalField(max_digits=10, decimal_places=2) - a = models.DecimalField(max_digits=10, decimal_places=2) - b = models.DecimalField(max_digits=10, decimal_places=2) - t = models.DecimalField(max_digits=10, decimal_places=2) - R1 = models.DecimalField(max_digits=10, decimal_places=2) - R2 = models.DecimalField(max_digits=10, decimal_places=2) - Cz = models.DecimalField(max_digits=10, decimal_places=2) - Cy = models.DecimalField(max_digits=10, decimal_places=2) - Iz = models.DecimalField(max_digits=10, decimal_places=2) - Iy = models.DecimalField(max_digits=10, decimal_places=2) - Alpha = models.DecimalField(max_digits=10, decimal_places=2) - Iu_max = models.DecimalField(max_digits=10, decimal_places=2) - Iv_min = models.DecimalField(max_digits=10, decimal_places=2) - rz = models.DecimalField(max_digits=10, decimal_places=2) - ry = models.DecimalField(max_digits=10, decimal_places=2) - ru_max = models.DecimalField(max_digits=10, decimal_places=2) - rv_min = models.DecimalField(max_digits=10, decimal_places=2) - Zz = models.DecimalField(max_digits=10, decimal_places=2) - Zy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=50) - It = models.DecimalField(max_digits=10, decimal_places=2) - - class Meta: - db_table = "UnequalAngle" - - -class Material(models.Model): - Grade = models.TextField() - Yield_Stress_less_than_20 = models.IntegerField(db_column="Yield Stress (< 20)") - Yield_Stress_between_20_and_neg40 = models.IntegerField(db_column="Yield Stress (20 -40)") - Yield_Stress_greater_than_40 = models.IntegerField(db_column="Yield Stress (> 40)") - Ultimate_Tensile_Stress = models.IntegerField(db_column="Ultimate Tensile Stress") - Elongation = models.IntegerField(db_column="Elongation ", blank=True) - - class Meta: - db_table = "Material" - -class CustomMaterials(models.Model): - email = models.TextField() - Grade = models.TextField() - Yield_Stress_less_than_20 = models.IntegerField(db_column="Yield Stress (< 20)") - Yield_Stress_between_20_and_neg40 = models.IntegerField(db_column="Yield Stress (20 -40)") - Yield_Stress_greater_than_40 = models.IntegerField(db_column="Yield Stress (> 40)") - Ultimate_Tensile_Stress = models.IntegerField(db_column="Ultimate Tensile Stress") - Elongation = models.IntegerField(db_column="Elongation ", blank=True) - - class Meta: - db_table = "CustomMaterials" - - -class RHS(models.Model): - Designation = models.CharField(max_length=50) - D = models.DecimalField(max_digits=10, decimal_places=2) - B = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - W = models.DecimalField(max_digits=10, decimal_places=2) - A = models.DecimalField(max_digits=10, decimal_places=2) - Izz = models.DecimalField(max_digits=10, decimal_places=2) - Iyy = models.DecimalField(max_digits=10, decimal_places=2) - Rzz = models.DecimalField(max_digits=10, decimal_places=2) - Ryy = models.DecimalField(max_digits=10, decimal_places=2) - Zzz = models.DecimalField(max_digits=10, decimal_places=2) - Zyy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=50) - - class Meta: - db_table = "RHS" - - -class SHS(models.Model): - Designation = models.CharField(max_length=50) - D = models.DecimalField(max_digits=10, decimal_places=2) - B = models.DecimalField(max_digits=10, decimal_places=2) - T = models.DecimalField(max_digits=10, decimal_places=2) - W = models.DecimalField(max_digits=10, decimal_places=2) - A = models.DecimalField(max_digits=10, decimal_places=2) - Izz = models.DecimalField(max_digits=10, decimal_places=2) - Iyy = models.DecimalField(max_digits=10, decimal_places=2) - Rzz = models.DecimalField(max_digits=10, decimal_places=2) - Ryy = models.DecimalField(max_digits=10, decimal_places=2) - Zzz = models.DecimalField(max_digits=10, decimal_places=2) - Zyy = models.DecimalField(max_digits=10, decimal_places=2) - Zpz = models.DecimalField(max_digits=10, decimal_places=2) - Zpy = models.DecimalField(max_digits=10, decimal_places=2) - Source = models.CharField(max_length=50) - - class Meta: - db_table = "SHS" diff --git a/osdag/serializers.py b/osdag/serializers.py deleted file mode 100644 index 355ea302f..000000000 --- a/osdag/serializers.py +++ /dev/null @@ -1,167 +0,0 @@ -# DRF imports -from rest_framework import serializers - -# importing models -from osdag.models import Anchor_Bolt , Angle_Pitch , Angles , Beams , Bolt , Bolt_fy_fu , CHS , Channels , Columns , EqualAngle , UnequalAngle , Material , RHS , SHS, CustomMaterials -from osdag.models import Design, UserAccount - -# simplejwt imports -from rest_framework_simplejwt.serializers import TokenObtainPairSerializer -from rest_framework_simplejwt.views import TokenObtainPairView - - -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### - - -class MyTokenObtainPairSerializer(TokenObtainPairSerializer): - @classmethod - def get_token(cls, user): - token = super().get_token(user) - - # Add custom claims - token['email'] = user.email - print('token email : ' , token['email']) - token['password'] = user.password - print('token password : ' , token['password']) - token['username'] = user.username - print('token username : ' , token['username']) - #token['isGuest'] = user.isGuest - #print('token isGuest : ' , token['isGuest']) - - return token - - -class UserAccount_Serializer(serializers.ModelSerializer) : - class Meta : - model = UserAccount - fields = '__all__' - - def create(self, validated_data) : - return UserAccount.objects.create(**validated_data) - - def update(self , instance , validated_data) : - # update the instance - instance.password = validated_data.get('password' , instance.password) - - # save the instance - instance.save() - return instance - -class Design_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Design - fields = '__all__' - - def create(self, validated_data) : - # creating an instance of the Design model - return Design.objects.create(**validated_data) - - def update(self, instance, validated_data) : - # update the input_values field of the instance - instance.input_values = validated_data.get('input_values' , instance.input_values) - - # save the instance - instance.save() - - return instance - - -class Anchor_Bolt_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Anchor_Bolt - fields = '__all__' - -class Angle_Pitch_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Angle_Pitch - fields = '__all__' - -class Angles_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Angles - fields = '__all__' - - -class Beams_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Beams - fields = '__all__' - - -class Bolt_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Bolt - fields = '__all__' - - -class Bolt_fy_fu_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Bolt_fy_fu - fields = '__all__' - -class CHS_Serializer(serializers.ModelSerializer) : - - class Meta : - model = CHS - fields = '__all__' - -class Channels_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Channels - fields = '__all__' - -class Columns_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Columns - fields = '__all__' - -class EqualAngle_Serializer(serializers.ModelSerializer) : - - class Meta : - model = EqualAngle - fields = '__all__' - -class UnequalAngle_Serializer(serializers.ModelSerializer) : - - class Meta : - model = UnequalAngle - fields = '__all__' - -class Material_Serializer(serializers.ModelSerializer) : - - class Meta : - model = Material - fields = '__all__' - -class CustomMaterials_Serializer(serializers.ModelSerializer): - - class Meta : - model = CustomMaterials - fields = '__all__' - - -class RHS_Serializer(serializers.ModelSerializer) : - - class Meta : - model = RHS - fields = '__all__' - - -class SHS_Serializer(serializers.ModelSerializer) : - - class Meta : - model = SHS - fields = '__all__' - - \ No newline at end of file diff --git a/osdag/urls.py b/osdag/urls.py deleted file mode 100644 index 1f4ade19e..000000000 --- a/osdag/urls.py +++ /dev/null @@ -1,95 +0,0 @@ -from django.urls import path -from osdag.web_api.session_api import CreateSession -from osdag.web_api.session_api import DeleteSession -from osdag.web_api.input_data_api import InputValues -from osdag.web_api.output_data_api import OutputValues -from osdag.web_api.cad_model_api import CADGeneration -from osdag.web_api.modules_api import GetModules -from osdag.web_api.inputData_view import InputData, DesignView -from osdag.web_api.outputCalc_view import OutputData -from osdag.web_api.design_report_csv_view import CreateDesignReport, GetPDF, CompanyLogoView -from osdag.web_api.design_pref_api import DesignPreference, MaterialDetails -from osdag.web_api.user_view import SignupView, ForgetPasswordView, LogoutView, LoginView, ObtainInputFileView, CheckEmailView, SaveInputFileView, SetRefreshTokenCookieView -from osdag.web_api.jwt_api import JWTHomeView -from osdag.web_api.google_sso_api import GoogleSSOView -from . import views -from osdag.web_api.endplate_outputView import EndPLateOutputData -from osdag.web_api.cleatangle_outputView import CleatAngleOutputData -from osdag.web_api.seatedangle_outputView import SeatedAngleOutputData -# temporary -app_name = 'osdag-web/' - - -urlpatterns = [ - path('sessions/create/', CreateSession.as_view()), - path('sessions/create', CreateSession.as_view()), - path('sessions/delete/', DeleteSession.as_view()), - path('sessions/delete', DeleteSession.as_view()), - path('design/input_values/', InputValues.as_view()), - path('design/input_values', InputValues.as_view()), - path('design/output_values/', OutputValues.as_view()), - path('design/output_values', OutputValues.as_view()), - path('design/cad/', CADGeneration.as_view()), - path('design/cad', CADGeneration.as_view()), - path('modules', GetModules.as_view()), - path('modules/', GetModules.as_view()), - - ######################################################### - # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # - ######################################################### - - # URLs from osdagServer/flowapp - path('osdag-web/', views.get_design_types, name='index'), - path('osdag-web/connections', views.get_connections, name='connections'), - path('osdag-web/connections/shear-connection', - views.get_shear_connection, name='shear-connection'), - path('osdag-web/connections/moment-connection', views.get_moment_connection, - name='moment_connection'), - path('osdag-web/connections/moment-connection/beam-to-beam-splice', - views.get_b2b_splice, name='beam-to-beam-splice'), - path('osdag-web/connections/moment-connection/beam-to-column', - views.get_b2column, name='beam-to-column'), - path('osdag-web/connections/moment-connection/column-to-column-splice', - views.get_c2c_splice, name='column-to-column-splice'), - path('osdag-web/connections/base-plate', - views.get_base_plate, name='base-plate'), - path('osdag-web/tension-member', - views.get_tension_member, name='tension-member'), - - # New APIs - path('populate', InputData.as_view()), - path('design', DesignView.as_view()), - path('generate-report' , CreateDesignReport.as_view()), - path('getPDF' , GetPDF.as_view()), - path('design-preferences/', DesignPreference.as_view(), name="design-pref"), - path('materialDetails/', MaterialDetails.as_view()), - path('company-logo/' , CompanyLogoView.as_view()), - - # authentications nad authorozation URL mappings - path('jwt/home' , JWTHomeView.as_view()), # view for testing purpose - path('googlesso/' , GoogleSSOView.as_view()), - - # user urls - path('user/signup/' , SignupView.as_view()), - path('user/forgetpassword/' , ForgetPasswordView.as_view()), - path('user/logout/' , LogoutView.as_view()), - path('user/login/' , LoginView.as_view()), - path('user/checkemail/' , CheckEmailView.as_view()), - path('user/saveinput/' , SaveInputFileView.as_view()), - path('user/obtain-input-file/' , ObtainInputFileView.as_view()), - path('user/set-refresh/' , SetRefreshTokenCookieView.as_view()), - - # output generation from input - path('calculate-output/Fin-Plate-Connection', - OutputData.as_view(), name='Fin-plate-connection'), - - path('calculate-output/End-Plate-Connection', - EndPLateOutputData.as_view(), name='End-Plate-Connection'), - - path('calculate-output/Cleat-Angle-Connection', - CleatAngleOutputData.as_view(),name="Cleat-Angle-Connection"), - - path('calculate-output/Seated-Angle-Connection', - SeatedAngleOutputData.as_view(),name="Seated-Angle-Connection") - -] diff --git a/osdag/views.py b/osdag/views.py deleted file mode 100644 index 87c21040e..000000000 --- a/osdag/views.py +++ /dev/null @@ -1,55 +0,0 @@ -from django.http.response import JsonResponse -from rest_framework.decorators import api_view - -# importing data -from .data.design_types import design_type_data, connections_data, shear_connection, moment_connection, b2b_splice, b2column, c2c_splice, base_plate, tension_member - - -# Create your views here. - - - -@api_view(['GET']) -def get_design_types(request): - return JsonResponse({'result': design_type_data}, safe=False) - - -@api_view(['GET']) -def get_connections(request): - return JsonResponse({'result': connections_data}, safe=False) - - -@api_view(['GET']) -def get_shear_connection(request): - return JsonResponse({'result': shear_connection}, safe=False) - - -@api_view(['GET']) -def get_moment_connection(request): - return JsonResponse({'result': moment_connection}, safe=False) - - -@api_view(['GET']) -def get_b2b_splice(request): - return JsonResponse({'result': b2b_splice}, safe=False) - - -@api_view(['GET']) -def get_b2column(request): - return JsonResponse({'result': b2column}, safe=False) - - -@api_view(['GET']) -def get_c2c_splice(request): - return JsonResponse({'result': c2c_splice}, safe=False) - - -@api_view(['GET']) -def get_base_plate(request): - return JsonResponse({'result': base_plate}, safe=False) - - -@api_view(['GET']) -def get_tension_member(request): - return JsonResponse({'result': tension_member}, safe=False) - diff --git a/osdag/web_api/cad_model_api.py b/osdag/web_api/cad_model_api.py deleted file mode 100644 index a70d4e0c4..000000000 --- a/osdag/web_api/cad_model_api.py +++ /dev/null @@ -1,154 +0,0 @@ -""" - This file includes the CAD Model Generation and CAD Conversion API - Update input values in database. - CAD Model API (class CADGeneration(View)): - Accepts GET requests. - Saves obj file as output in osdagclient/public/output-obj.obj - Returns ouput dir name as content_type text/plain. - Request must provide session cookie id. -""" -from django.shortcuts import render, redirect -from django.utils.html import escape, urlencode -from django.http import HttpResponse, HttpRequest -from django.views import View -from osdag.models import Design -from django.utils.crypto import get_random_string -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from osdag_api import developed_modules, get_module_api -from osdag_api.errors import OsdagApiException -import typing -import json -import os -import subprocess -import time -import sys - -# rest_framework -from rest_framework import status -from rest_framework.response import Response - -# importing models -from osdag.models import Design - - -@method_decorator(csrf_exempt, name='dispatch') -class CADGeneration(View): - """ - Update input values in database. - CAD Model API (class CADGeneration(View)): - Accepts GET requests. - Returns BREP file as content_type text/plain. - Request must provide session cookie id. - """ - - def get(self, request: HttpRequest): - # Get design session id. - cookie_id = request.COOKIES.get("fin_plate_connection_session") - # cookie_id = request.COOKIES.get("connection_session") - print(cookie_id) - # Error Checking: If design session id provided. - if cookie_id == None or cookie_id == '': - # Returns error response. - return HttpResponse("Error: Please open module", status=400) - # Error Checking: If design session exists. - if not Design.objects.filter(cookie_id=cookie_id).exists(): - # Return error response. - return HttpResponse("Error: This design session does not exist", status=404) - try: # Error checking while loading input data - # Get session object from db. - try : - design_session = Design.objects.get(cookie_id=cookie_id) - except : - # print('Error in obtaining the fin_plate_connection_session') - print('Error in obtaining the connection_session') - - try : - module_api = get_module_api( - design_session.module_id) # Get module api - except : - print('error in obtaining modele_api from the design_session') - # Error Checking: If input data not entered. - - - #if not design_session.current_state: - # # Return error response. - # return HttpResponse("Error: Please enter input data first", status=409) - # Load input data into dictionary. - - try : - input_values = design_session.input_values - except : - print('error in loading the input_values from the design_session instance') - except Exception as e: - # Return error response. - print('first erorr') - return HttpResponse("Error: Internal server error: " + repr(e), status=500) - section = "Model" # Section of model to generate (default full model). - if request.GET.get("section") != None: # If section is specified, - section = request.GET["section"] # Set section - print('section : ' , section) - try: # Error checking while Generating BREP File. - # Generate CAD Model. - print('creating cad model') - path = module_api.create_cad_model( - input_values, section, cookie_id) - print('path : ' , path) - designObject = Design.objects.get(cookie_id = cookie_id) - try : - if(not path) : - print('path is false') - # set the cad_design_status to False - designObject.cad_design_status = False - designObject.save() - - return HttpResponse('CAD model generation failed' , status = 400) - if(path) : - # set the cad_design_status to True - print('path is valid') - designObject.cad_design_status = True - designObject.save() - except Exception as e : - print('Exception found while saving the CAD design status : ' , e) - - except OsdagApiException as e: # If section does no exist - return HttpResponse(repr(e), status=400) # Return error response. - except Exception as e: - # Return error response. - return HttpResponse("Error: Internal server error: " + repr(e), status=500) - - #try : - # os.chdir('/home') - #except Exception as e : - # print('chdir e : ' , e) - - try : - # Pass the path variable as a command-line argument to the FreeCAD macro - current_dir = os.path.dirname(os.path.abspath(__file__)) - # Get the path of the parent directory - parent_dir = os.path.dirname(os.path.dirname(current_dir)) - macro_path = os.path.join( - parent_dir, 'freecad_utils/open_brep_file.FCMacro') - if sys.platform == "win32": - command = "D:\\Softwares\\FreeCad\\bin\\FreeCADCmd.exe" - command = '/snap/bin/freecad.cmd' - # path = 'file_storage/cad_models/Uv9aURCfBDmhoosxMUy2UT7P3ghXcvV3_Model.brep' - path_to_file = os.path.join(parent_dir, path) - output_dir = os.path.join( - parent_dir, 'osdagclient/public/output-obj.obj') - except Exception as e : - print('output dir e : ' , e) - # Call the subprocess to create the empty output file - try : - subprocess.run(["touch", output_dir]) - except Exception as e : - print('subprocess run e : ' , e) - - command_with_arg = f'{command} {macro_path} {path_to_file} {output_dir}' - # Execute the command using subprocess.Popen() - process = subprocess.Popen(command_with_arg.split()) - - time.sleep(3) - response = HttpResponse(output_dir, status=201) - response["content-type"] = "text/plain" - return response diff --git a/osdag/web_api/cleatangle_outputView.py b/osdag/web_api/cleatangle_outputView.py deleted file mode 100644 index 1eb471af5..000000000 --- a/osdag/web_api/cleatangle_outputView.py +++ /dev/null @@ -1,168 +0,0 @@ - -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from django.http import JsonResponse -from osdag_api import get_module_api -from django.http import HttpResponse, HttpRequest -from osdag_api.modules.fin_plate_connection import * - -# importing from DRF -from rest_framework.response import Response -from rest_framework import status - -# importing models -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material -from osdag.models import Design - -# importing serializers -from osdag.serializers import Design_Serializer - -""" - Author : Sai Charan ( FOSSEE'23 ) - - Example input: - { - "Bolt.Bolt_Hole_Type" : "Standard", - "Bolt.Diameter" : ["12" , "16" , "20" , "24" , "30"], - "Bolt.Grade" : ["4.6" , "4.8" , "5.6" , "6.8" , "8.8"], - "Bolt.Slip_Factor" : "0.3", - "Bolt.TensionType" : "Pre-tensioned", - "Bolt.Type" : "Friction Grip Bolt", - "Connectivity" : "Flange-Beam Web", - "Connector.Material" : "E 250 (Fe 410 W)A", - "Design.Design_Method" : "Limit State Design", - "Detailing.Corrosive_Influences" : "No", - "Detailing.Edge_type" : "Rolled", - "Detailing.Gap" : "15", - "Load.Axial" : "50", - "Load.Shear" : "180", - "Material" : "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation" : "MB 350", - "Member.Supported_Section.Material" : "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation" : "JB 150", - "Member.Supporting_Section.Material" : "E 250 (Fe 410 W)A", - "Module" : "Fin Plate Connection", - "Weld.Fab" : "Shop Weld", - "Weld.Material_Grade_OverWrite" : "410", - "Connector.Plate.Thickness_List" : ["10" , "12" , "16" , "18" , "20"], - "KEY_CONNECTOR_MATERIAL": "E 250 (Fe 410 W)A", - "KEY_DP_WELD_MATERIAL_G_O": "E 250 (Fe 410 W)A" - } -""" - - -@method_decorator(csrf_exempt, name='dispatch') -class CleatAngleOutputData(APIView): - - def post(self, request): - print("Inside post method of OutputData") - - # obtaining the session, module_id, input_values - cookie_id = request.COOKIES.get('cleat_angle_connection_session') - module_api = get_module_api('Cleat Angle Connection') - input_values = request.data - tempData = { - 'cookie_id': cookie_id, - 'module_id': 'Cleat Angle Connection', - 'input_values': input_values - } - print('tempData : ', tempData) - print('type of input_values : ', type(input_values)) - # obtaining the record from the Design model - designRecord = Design.objects.get(cookie_id=cookie_id) - serailizer = Design_Serializer(designRecord, data=tempData) - - # checking the validtity of the serializer - if serailizer.is_valid(): - print('serializer is valid') - try: # try saving the serializer - serailizer.save() - print('serializer saved') - except: - print('Error in saving the serializer') - - else: - print('serializer is invalid') - return Response('Serializer is invalid', status=status.HTTP_400_BAD_REQUEST) - - output = {} - logs = [] - new_logs = [] - try: - try: - output, logs = module_api.generate_output(input_values) - except Exception as e : - print('e : ' , e) - print('Error in generating the output and logs') - # print('output : ', output) - # new_logs = [] - for log in logs: - # removing duplicates - if log not in new_logs: - new_logs.append(log) - - # print('new_logs : ', new_logs) - except Exception as e: - print('Exception raised : ' , e) - return JsonResponse({"data": {}, "logs": new_logs, - "success": False}, safe=False , status = 400) - - print('new_logs : ' , new_logs) - print('type of new_logs : ' , type(new_logs)) - finalLogsString = self.combine_logs(new_logs) - - try : - # save the logs, output, design_status in the Design table for that specific cookie_id - designObject = Design.objects.get(cookie_id = cookie_id) - designObject.logs = finalLogsString - designObject.output_values = output - print('output outside the condition : ', output) - output_result = self.check_non_zero_output(output) - print('output_result : ' , output_result) - - if(output is "" or output is 0 or output_result is False) : - print('output is empty string or output_result is False') - print('output : ' , output) - designObject.design_status = False - else : - print('output is true') - # if the output is successfully generated, then set the design_status to True - designObject.design_status = True - - designObject.save() - except Exception as e : - print('Error in saving the logs in Design table : ' , e) - - return JsonResponse({"data": output, "logs": new_logs, "success": True}, safe=False , status = 201) - - - def combine_logs(self , logs) : - # the logs here is an array of objects - # this function extracts the objects to string and combines them into a single string - # also converting the type key value to upper case - finalLogsString = "" - #print('temp : ', logs[0]) - - for item in logs : - print('item : ' , item) - print('item.keys : ' , item.keys()) - msg = item['msg'] - finalLogsString = finalLogsString + msg + '\n' - - print('finalLogsString : ' , finalLogsString) - return finalLogsString - - def check_non_zero_output(self , output): - flag = False - for item in output : - # comparing the float values - if(abs(output[item]['value'] - 0.0 ) > 1e-9) : - flag = True - break - - return flag - diff --git a/osdag/web_api/design_pref_api.py b/osdag/web_api/design_pref_api.py deleted file mode 100644 index d25a5449f..000000000 --- a/osdag/web_api/design_pref_api.py +++ /dev/null @@ -1,99 +0,0 @@ -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from osdag.models import Design -from osdag.models import Beams -from osdag.models import Columns -from osdag.models import Material, CustomMaterials -from osdag.serializers import Material_Serializer, CustomMaterials_Serializer - - -class DesignPreference(APIView): - - def get(self, request): - supported_section = request.GET.get("supported_section") - supporting_section = request.GET.get("supporting_section") - connectivity = request.GET.get("connectivity") - material = request.GET.get("material") - cookie_id = request.COOKIES.get('fin_plate_connection_session') - # cookie_id = request.COOKIES.get('connection_session') - - """ - if cookie_id == None or cookie_id == '': - return Response("Error: Please open module", status=status.HTTP_400_BAD_REQUEST) - if not Design.objects.filter(cookie_id=cookie_id).exists(): - return Response("Error: This design session does not exist", status = status.HTTP_404_NOT_FOUND) - """ - - connector_material_details = [] - if material: - connector_material_details = Material.objects.filter(Grade=material).values() - return Response({"connector_material_details": connector_material_details }, status=status.HTTP_200_OK) - - - if connectivity == 'Beam-Beam': - supported_section_results = Beams.objects.filter(Designation=supported_section).values() - supporting_section_results = Beams.objects.filter(Designation=supporting_section).values() - else: - supported_section_results = Beams.objects.filter(Designation=supported_section).values() - supporting_section_results = Columns.objects.filter(Designation=supporting_section).values() - - return Response({"supported_section_results": supported_section_results, "supporting_section_results":supporting_section_results}, status=status.HTTP_200_OK) - - -class MaterialDetails(APIView): - - def get(self, request): - email = request.GET.get("email") - material = request.GET.get("material") - cookie_id = request.COOKIES.get('fin_plate_connection_session') - # cookie_id = request.COOKIES.get('connection_session') - - if cookie_id == None or cookie_id == '': - return Response("Error: Please open module", status=status.HTTP_400_BAD_REQUEST) - if not Design.objects.filter(cookie_id=cookie_id).exists(): - return Response("Error: This design session does not exist", status = status.HTTP_404_NOT_FOUND) - - if email: - custom_materials = CustomMaterials.object.filter(email=email).values() - - material_details = Material.objects.filter(Grade=material).values() - - total_materials = custom_materials + material_details - - return Response({"material_details": material_details }, status=status.HTTP_200_OK) - - def post(self, request): - email = request.data.get("email") - materialName = request.data.get("materialName") - fy_20 = request.data.get("fy_20") - fy_20_40 = request.data.get("fy_20_40") - fy_40 = request.data.get("fy_40") - fu = request.data.get("fu") - cookie_id = request.COOKIES.get('fin_plate_connection_session') - # cookie_id = request.COOKIES.get('connection_session') - - if cookie_id == None or cookie_id == '': - return Response("Error: Please open module", status=status.HTTP_400_BAD_REQUEST) - if not Design.objects.filter(cookie_id=cookie_id).exists(): - return Response("Error: This design session does not exist", status = status.HTTP_404_NOT_FOUND) - - alreadyExists = CustomMaterials.objects.filter(email=email, Grade=materialName).exists() - if alreadyExists: - return Response({"message": "The material already exists", "success": False}, status=403) - - serializer = CustomMaterials_Serializer(data = { - "email": email, - "Grade": materialName, - "Yield_Stress_less_than_20": fy_20, - "Yield_Stress_between_20_and_neg40": fy_20_40, - "Yield_Stress_greater_than_40": fy_40, - "Ultimate_Tensile_Stress": fu, - }) - - if serializer.is_valid(): - serializer.save() - return Response({"message" : "Material added successfuly", "success": True} , status=201) - else: - print('serializer.errors : ' , serializer.errors) - return Response({"message" : "Something went wrong", "success": True} , status=500) \ No newline at end of file diff --git a/osdag/web_api/design_report_csv_view.py b/osdag/web_api/design_report_csv_view.py deleted file mode 100644 index 84320c4af..000000000 --- a/osdag/web_api/design_report_csv_view.py +++ /dev/null @@ -1,267 +0,0 @@ -from rest_framework.response import Response -from rest_framework import status -from rest_framework.views import APIView -from django.utils.crypto import get_random_string -from django.http import FileResponse - -from osdag_api.modules.fin_plate_connection import create_from_input as fin_plate_create_from_input -from osdag_api.modules.end_plate_connection import create_from_input as end_plate_create_from_input -# importing models -from osdag.models import Design - -from django.core.files.storage import default_storage - - -# DRF imports -from rest_framework.parsers import MultiPartParser , FormParser -from rest_framework import status - - -# other imports -import os -import platform -import subprocess -import json -import time -import uuid - -class CreateDesignReport(APIView): - - def post(self, request): - # print('request.metadata : ' , request.data) - # metadata = request.data - # obtain teh cookies - metadata = request.data.get('metadata') - print('metadata : ' , metadata) - cookie_id = request.COOKIES.get('fin_plate_connection_session') or request.COOKIES.get('end_plate_connection_session') - print('cookie_id : ', cookie_id) - - - # obtain the currenct working directory as it gets changed in the osdag desktop code, then - # we will use the same value to bring it back to the current directory - current_directory = os.getcwd() - print('current_directory : ' , current_directory) - - - # obtain the input_values, logs, design_status from using the cookie_id - designObject = Design.objects.get(cookie_id=cookie_id) - input_values = designObject.input_values - design_status = designObject.design_status - logs = designObject.logs - print('input_values : ', input_values) - print('type of input_values : ', type(input_values)) - print('logs : ', logs) - print('logs type ; ', type(logs)) - print('design_status : ' , design_status ) - - if (metadata is None or metadata is ''): - print('The metadata is None ') - print('Setting the default metadata values') - metadata_profile = { - "CompanyName": "Your Company", - "CompanyLogo": "", - "Group/TeamName": "Your Team", - "Designer": "You" - } - - metadata_other = { - "ProjectTitle": "Fin Plate Connection", - "Subtitle": "", - "JobNumber": "1", - "AdditionalComments": "No Comments", - "Client": "Someone else", - } - # generate a random string for report id - report_id = get_random_string(length=16) - file_path = "file_storage/design_report/" + report_id - - # appenend the file path in the meta data - metadata_final = { - "ProfileSummary": metadata_profile, "filename": file_path} - for key in metadata_other.keys(): - metadata_final[key] = metadata_other[key] - - metadata_final['does_design_exist'] = design_status - metadata_final['logger_messages'] = logs - print('metadata final : ', json.dumps(metadata_final, indent=4)) - - else : - # generate a random string for report id - report_id = get_random_string(length=16) - file_path = "file_storage/design_report/" + report_id - metadata_final = metadata - metadata_final['does_design_exist'] = design_status - metadata_final['logger_messages'] = logs - metadata_final['filename'] = file_path - print('metadata final : ' , metadata_final) - # print('LogoFullPath : ' , metadata_final['CompanyLogo']) - - # check if the design_report folder has been created or not - # if not, create one - cwd = os.path.join(os.getcwd() , "file_storage/design_report/") - print('cwd_path : ' , cwd) - if(not os.path.exists) : - print('path does not exists, creating one : ', cwd) - os.mkdir(cwd) - - try: - print('creating module from input') - if(request.COOKIES.get('end_plate_connection_session')): - module=end_plate_create_from_input(input_values) - else: - module=fin_plate_create_from_input(input_values) - except Exception as e: - print('e : ', e) - - try: - print('generating the report .save_design') - resultBoolean = module.save_design(metadata_final) - except Exception as e: - print('e : ', e) - - if(resultBoolean): - print('The LaTEX file has been created successfully') - - - - os.chdir(current_directory) - print('cwd after chdir : ' , os.getcwd()) - - if (resultBoolean): - print('inside sleep') - # time.sleep(10) - isExists = os.path.exists(f'{os.getcwd()}/file_storage/design_report/{report_id}.tex') - print('report path : ' , f'{os.getcwd()}/{report_id}.tex') - print('isExists : ' , isExists) - # open and read the file contents - f = open(f'{os.getcwd()}/file_storage/design_report/{report_id}.tex', 'rb') - - return Response({'success': 'Design report created', 'report_id': report_id, 'fileContents : ': f}, status=status.HTTP_201_CREATED) - - elif(not resultBoolean): - print('Error in generating the desing_report') - return Response({"message" : "Error in generating the design report"}) - - -class GetPDF(APIView): - - def get(self, request): - print('Inside get PDF') - - # check cookie - try: - cookie_id = request.COOKIES.get('fin_plate_connection_session') - print('cookie id in getPDF:', cookie_id) - except Exception as e: - print('e:', e) - - # obtain the param from the Query - report_id = request.GET.get('report_id') - print('report_id:', report_id) - - # TeX source filename - tex_filename = f'{report_id}.tex' - filename, ext = os.path.splitext(tex_filename) - print('filename:', filename) - # the corresponding PDF filename - pdf_filename = filename + '.pdf' - - # change the working directory - path = os.getcwd() - print('pdf path : ' , pdf_filename) - os.chdir(path) - print('current path after chdir : ' , path) - pdfFilePath = f'{os.getcwd()}/file_storage/design_report/{report_id}.pdf' - print('pdfFilePath : ' , pdfFilePath) - - # compile TeX file for different operating systems - if platform.system().lower() == 'windows': - subprocess.run(['cmd', '/c', 'echo', '%cd%']) - subprocess.run( - ['pdflatex', '-interaction=nonstopmode', tex_filename]) - else: - subprocess.run(['pwd']) - subprocess.run( - ['pdflatex', '-interaction=nonstopmode', tex_filename]) - - # check if PDF is successfully generated - if not os.path.exists(pdfFilePath): - raise RuntimeError('PDF output not found') - - # open PDF with platform-specific command - if platform.system().lower() == 'darwin': - subprocess.run(['open', pdfFilePath]) - elif platform.system().lower() == 'windows': - os.startfile(pdfFilePath) - elif platform.system().lower() == 'linux': - subprocess.run(['xdg-open', pdfFilePath]) - else: - raise RuntimeError( - 'Unknown operating system "{}"'.format(platform.system())) - - # delete the extra aux, log files, tex files generated in design_report - print('getcwd : ' , os.getcwd()) - try: - # delete the following paths onyl when the pdf file is created - if(os.path.exists(f'{os.getcwd()}/file_storage/design_report/{report_id}.pdf')) : - os.remove(f'{os.getcwd()}/file_storage/design_report/{report_id}.aux') - os.remove(f'{os.getcwd()}/file_storage/design_report/{report_id}.log') - os.remove(f'{os.getcwd()}/file_storage/design_report/{report_id}.tex') - else : - print('the pdf file is being created, cannot remove the other files') - except Exception as e: - print('e:', e) - - # Return the PDF file as a response - # pdf_path = f'{os.getcwd()}/{report_id}.pdf' - response = FileResponse(open(pdfFilePath, 'rb')) - response['Content-Type'] = 'application/pdf' - response['Content-Disposition'] = f'attachment; filename="{report_id}.pdf"' - for key, value in response.items(): - print(f'{key}: {value}') - return response - - -class CompanyLogoView(APIView) : - parser_classes = (MultiPartParser , FormParser) - - def post(self, request): - print('inside company logo post') - # check cookie - try: - cookie_id = request.COOKIES.get('fin_plate_connection_session') - print('cookie id in companyLogo:', cookie_id) - except Exception as e: - print('e:', e) - - # obtain the file - print('request data : ' , request.data) - file = request.data['file'] - - # generate a unique name for the file - fileName = ''.join(str(uuid.uuid4()).split('-')) + ".png" - print('fileName created : ' , fileName) - currentDirectory = os.getcwd() - - # create the png file - try : - with open(currentDirectory+"/file_storage/company_logo/"+fileName , 'w') as fp : - pass - except : - print('Error in creating the image file') - - print('currentWorkingDirectory : ' , currentDirectory) - try : - with default_storage.open(currentDirectory+"/file_storage/company_logo/"+fileName, 'wb+') as destination : - for chunk in file.chunks() : - destination.write(chunk) - print('file saved') - - # full path of the company logo w.r.t the Project - logoFullPath = currentDirectory+"/file_storage/company_logo/"+fileName - print('logoFullPath : ' , logoFullPath) - return Response({'message' : 'successfully saved file' , 'logoFullPath' : logoFullPath} , status = status.HTTP_201_CREATED) - except : - print('Error in saving the file ') - - return Response({'message' : 'Error in saving the file'} , status = status.HTTP_400_BAD_REQUEST) \ No newline at end of file diff --git a/osdag/web_api/endplate_outputView.py b/osdag/web_api/endplate_outputView.py deleted file mode 100644 index 2587eb764..000000000 --- a/osdag/web_api/endplate_outputView.py +++ /dev/null @@ -1,169 +0,0 @@ - -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from django.http import JsonResponse -from osdag_api import get_module_api -from django.http import HttpResponse, HttpRequest -from osdag_api.modules.fin_plate_connection import * - -# importing from DRF -from rest_framework.response import Response -from rest_framework import status - -# importing models -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material -from osdag.models import Design - -# importing serializers -from osdag.serializers import Design_Serializer - -""" - Author : Sai Charan ( FOSSEE'23 ) - - Example input: - { - "Bolt.Bolt_Hole_Type" : "Standard", - "Bolt.Diameter" : ["12" , "16" , "20" , "24" , "30"], - "Bolt.Grade" : ["4.6" , "4.8" , "5.6" , "6.8" , "8.8"], - "Bolt.Slip_Factor" : "0.3", - "Bolt.TensionType" : "Pre-tensioned", - "Bolt.Type" : "Friction Grip Bolt", - "Connectivity" : "Flange-Beam Web", - "Connector.Material" : "E 250 (Fe 410 W)A", - "Design.Design_Method" : "Limit State Design", - "Detailing.Corrosive_Influences" : "No", - "Detailing.Edge_type" : "Rolled", - "Detailing.Gap" : "15", - "Load.Axial" : "50", - "Load.Shear" : "180", - "Material" : "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation" : "MB 350", - "Member.Supported_Section.Material" : "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation" : "JB 150", - "Member.Supporting_Section.Material" : "E 250 (Fe 410 W)A", - "Module" : "Fin Plate Connection", - "Weld.Fab" : "Shop Weld", - "Weld.Material_Grade_OverWrite" : "410", - "Connector.Plate.Thickness_List" : ["10" , "12" , "16" , "18" , "20"], - "KEY_CONNECTOR_MATERIAL": "E 250 (Fe 410 W)A", - "KEY_DP_WELD_MATERIAL_G_O": "E 250 (Fe 410 W)A" - } -""" - - -@method_decorator(csrf_exempt, name='dispatch') -class EndPLateOutputData(APIView): - - def post(self, request): - print("Inside post method of OutputData") - - # obtaining the session, module_id, input_values - cookie_id = request.COOKIES.get('end_plate_connection_session') - module_api = get_module_api('End Plate Connection') - input_values = request.data - tempData = { - 'cookie_id': cookie_id, - 'module_id': 'End Plate Connection', - 'input_values': input_values - } - print('tempData : ', tempData) - print('type of input_values : ', type(input_values)) - # obtaining the record from the Design model - designRecord = Design.objects.get(cookie_id=cookie_id) - serailizer = Design_Serializer(designRecord, data=tempData) - - # checking the validtity of the serializer - if serailizer.is_valid(): - print('serializer is valid') - try: # try saving the serializer - serailizer.save() - print('serializer saved') - except: - print('Error in saving the serializer') - - else: - print('serializer is invalid') - return Response('Serializer is invalid', status=status.HTTP_400_BAD_REQUEST) - - output = {} - logs = [] - new_logs = [] - try: - try: - output, logs = module_api.generate_output(input_values) - except Exception as e : - print('e : ' , e) - print('Error in generating the output and logs') - # print('output : ', output) - # new_logs = [] - for log in logs: - # removing duplicates - if log not in new_logs: - new_logs.append(log) - - # print('new_logs : ', new_logs) - except Exception as e: - print('Exception raised : ' , e) - return JsonResponse({"data": {}, "logs": new_logs, - "success": False}, safe=False , status = 400) - - print('new_logs : ' , new_logs) - print('type of new_logs : ' , type(new_logs)) - finalLogsString = self.combine_logs(new_logs) - - try : - # save the logs, output, design_status in the Design table for that specific cookie_id - designObject = Design.objects.get(cookie_id = cookie_id) - designObject.logs = finalLogsString - designObject.output_values = output - print('output outside the condition : ', output) - output_result = self.check_non_zero_output(output) - print('output_result : ' , output_result) - - if(output is "" or output is 0 or output_result is False) : - print('output is empty string or output_result is False') - print('output : ' , output) - designObject.design_status = False - else : - print('output is true') - # if the output is successfully generated, then set the design_status to True - designObject.design_status = True - - designObject.save() - except Exception as e : - print('Error in saving the logs in Design table : ' , e) - - return JsonResponse({"data": output, "logs": new_logs, "success": True}, safe=False , status = 201) - - - def combine_logs(self , logs) : - # the logs here is an array of objects - # this function extracts the objects to string and combines them into a single string - # also converting the type key value to upper case - finalLogsString = "" - #print('temp : ', logs[0]) - - for item in logs : - print('item : ' , item) - print('item.keys : ' , item.keys()) - item['type'] = item['type'].upper() - msg = item['msg'] - finalLogsString = finalLogsString + item['type'] + " : " + msg + '\n' - - print('finalLogsString : ' , finalLogsString) - return finalLogsString - - def check_non_zero_output(self , output): - flag = False - for item in output : - # comparing the float values - if(abs(output[item]['value'] - 0.0 ) > 1e-9) : - flag = True - break - - return flag - diff --git a/osdag/web_api/inputData_view.py b/osdag/web_api/inputData_view.py deleted file mode 100644 index 71e47dd97..000000000 --- a/osdag/web_api/inputData_view.py +++ /dev/null @@ -1,135 +0,0 @@ -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser - -# importing models -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material, CustomMaterials -from osdag.models import Design - -from .inputdata.fin_plate_input import FinPlateInputData -from .inputdata.cleat_angle_input import CleatAngleInputData -from .inputdata.end_plate_input import EndPlateInputData -from .inputdata.seated_angle_input import SeatedAngleInputData - -INPUT_DATA_FACTORY = { - 'Fin-Plate-Connection': FinPlateInputData(), - 'Cleat-Angle-Connection': CleatAngleInputData(), - 'End-Plate-Connection':EndPlateInputData(), - 'Seated-Angle-Connection':SeatedAngleInputData(), -} - - -class InputData(APIView): - - """ - method : GET - format : Query parameters : - moduleName = - connectivity = - boltDiameter = ( Optional query ) - propertyClass = ( Optional query ) - - Example : - moduleName = Fin Plate Connection - connectivity = Beam-Beam - boltDiameter = Customized - propertyClass = Customized - thickness = Customized - - Example URL would look like this : - 1. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection&connectivity=Column-Flange-Beam-Web - 2. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection&boltDiameter=Customized - 3. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection&propertyClass=Customized - 4. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection&connectivity=Column-Web-Beam-Web - 5. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection - 6. http://127.0.0.1:8000/populate?moduleName=Fin-Plate-Connection&thickness=Customized - - """ - - def get(self, request): - email = request.GET.get("email") - moduleName = request.GET.get("moduleName") - connectivity = request.GET.get("connectivity") - boltDiameter = request.GET.get("boltDiameter") - propertyClass = request.GET.get("propertyClass") - thickness = request.GET.get('thickness') - angleList = request.GET.get('angleList') - topAngleList = request.GET.get('topAngleList') - seatedAngleList = request.GET.get('seatedAngleList') - cookie_id = None - - if moduleName is not None: - print(moduleName) - else: - print("module not found") - print(moduleName) - - # cookie_id = request.COOKIES.get('fin_plate_connection_session') - - if(moduleName=='Fin-Plate-Connection'): - cookie_id = request.COOKIES.get('fin_plate_connection_session') - print('cookie_id inside input data: ' , cookie_id) - - elif(moduleName=='Cleat-Angle-Connection'): - cookie_id=request.COOKIES.get('cleat_angle_connection_session') - print('cookie_id inside input data: ' , cookie_id) - - elif(moduleName=='End-Plate-Connection'): - cookie_id = request.COOKIES.get('end_plate_connection_session') - print('cookie_id inside end plate input data: ' , cookie_id) - - elif(moduleName=="Seated-Angle-Connection"): - cookie_id = request.COOKIES.get('seated_angle_connection') - print('cookie id in seated angle connection input data ', cookie_id) - - if cookie_id == None or cookie_id == '': # Error Checking: If design session id provided. - return Response("Error: Please open module", status=status.HTTP_400_BAD_REQUEST) # Returns error response. - if not Design.objects.filter(cookie_id=cookie_id).exists(): # Error Checking: If design session exists. - print('The design session does not exists') - return Response("Error: This design session does not exist", status = status.HTTP_404_NOT_FOUND) # Return error response. - - if (not (moduleName in INPUT_DATA_FACTORY)): - return Response({"error": "Bad Query Parameter"}, status=status.HTTP_400_BAD_REQUEST) - print("///////////////////////////////////////// ", email) - - input_data_handler = INPUT_DATA_FACTORY.get(moduleName) - return input_data_handler.process( - connectivity=connectivity, - boltDiameter = boltDiameter, - propertyClass = propertyClass, - thickness = thickness, - angleList = angleList, - seatedAngleList = seatedAngleList, - topAngleList =topAngleList, - email = email - ) - - -class DesignView(APIView): - - parser_classes = [JSONParser] - - """ - Endpoint : http://127.0.0.1:8000/design - - format : - { - "data" : ... - } - - method : POST - Content-Type : application/JSON - """ - - def post(self, request): - - try: - data = request.data - - # print('data : ', data) - - return Response({'success': 'Request made successfully'}, status=status.HTTP_200_OK) - - except: - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) \ No newline at end of file diff --git a/osdag/web_api/input_data_api.py b/osdag/web_api/input_data_api.py deleted file mode 100644 index 446eb223b..000000000 --- a/osdag/web_api/input_data_api.py +++ /dev/null @@ -1,169 +0,0 @@ -""" - This file includes the Input Values API - InputValues API (class InputValues(View)): - Update input values in database. - Accepts POST requests. - Accepts content_type application/json - Request must provide session cookie id. -""" -from django.shortcuts import render, redirect -from django.utils.html import escape, urlencode -from django.http import HttpResponse, HttpRequest -from django.views import View -from osdag.models import Design -from django.utils.crypto import get_random_string -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from osdag_api import developed_modules, get_module_api -from osdag_api.errors import OsdagApiException -import typing -import json - -# Author: Aaranyak Ghosh - -""" -Bolt.Bolt_Hole_Type: Standard -Bolt.Diameter: -- '12' -- '16' -- '20' -- '24' -- '30' -Bolt.Grade: -- '4.6' -- '4.8' -- '5.6' -- '6.8' -- '8.8' -Bolt.Slip_Factor: '0.3' -Bolt.TensionType: Pre-tensioned -Bolt.Type: Friction Grip Bolt -Connectivity: Column Flange-Beam Web -Connector.Material: E 350 (Fe 490) -Connector.Plate.Thickness_List: -- '10' -- '12' -- '16' -- '18' -- '20' -Design.Design_Method: Limit State Design -Detailing.Corrosive_Influences: 'No' -Detailing.Edge_type: Rolled, machine-flame cut, sawn and planed -Detailing.Gap: '15' -Load.Axial: '50' -Load.Shear: '180' -Material: E 250 (Fe 410 W)A -Member.Supported_Section.Designation: MB 350 -Member.Supported_Section.Material: E 250 (Fe 410 W)A -Member.Supporting_Section.Designation: HB 450 -Member.Supporting_Section.Material: E 250 (Fe 410 W)A -Module: Fin Plate Connection -Weld.Fab: Shop Weld -Weld.Material_Grade_OverWrite: '410' -out_titles_status: -- 1 -- 1 -- 1 -- 1 - """ - - -""" -{ - "Bolt.Bolt_Hole_Type" : "Stanard", - "Bolt.Diameter" : "12", - "Bolt.Grade" : "4.6", - "Bolt.Slip_Factor" : "0.3", - "Bolt.TensionType" : "Pre-tensioned", - "Bolt.Type" : "Grip Bolt", - "Connectivity" : "Flange-Beam Web", - "Connector.Material" : "E 350 (Fe 490)", - "Design.Design_Method" : "Limit State Design", - "Detailing.Corrosive_Influences" : "No", - "Detailing.Edge_type" : "Rolled", - "Detailing.Gap" : "15", - "Load.Axial" : "50", - "Load.Shear" : "50", - "Material" : "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation" : "MB 350", - "Member.Supported_Section.Material" : "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation" : "HB 450", - "Member.Supporting_Section.Material" : "E 250 (Fe 410 W)A", - "Module" : "Fin Plate Connection", - "Weld.Fab" : "Shop Weld", - "Weld.Material_Grade_OverWrite" : "410", - "Connector.Plate.Thickness_List" : "10", -} -""" - -""" -{ - "Bolt.Bolt_Hole_Type" : "Standard", - "Bolt.Diameter" : ["12" , "16" , "20" , "24" , "30"], - "Bolt.Grade" : ["4.6" , "4.8" , "5.6" , "6.8" , "8.8"], - "Bolt.Slip_Factor" : "0.3", - "Bolt.TensionType" : "Pre-tensioned", - "Bolt.Type" : "Grip Bolt", - "Connectivity" : "Flange-Beam Web", - "Connector.Material" : "E 350 (Fe 490)", - "Design.Design_Method" : "Limit State Design", - "Detailing.Corrosive_Influences" : "No", - "Detailing.Edge_type" : "Rolled", - "Detailing.Gap" : "15", - "Load.Axial" : "50", - "Load.Shear" : "50", - "Material" : "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation" : "MB 350", - "Member.Supported_Section.Material" : "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation" : "HB 450", - "Member.Supporting_Section.Material" : "E 250 (Fe 410 W)A", - "Module" : "Fin Plate Connection", - "Weld.Fab" : "Shop Weld", - "Weld.Material_Grade_OverWrite" : "410", - "Connector.Plate.Thickness_List" : ["10" , "12" , "16" , "18" , "20"] -} - -""" - - -@method_decorator(csrf_exempt, name='dispatch') -class InputValues(View): - """ - Update input values in database. - InputValues API (class InputValues(View)): - Accepts POST requests. - Accepts content_type application/json - Request must provide session cookie id. - """ - def post(self, request: HttpRequest): - cookie_id = request.COOKIES.get("design_session") # Get design session id. - if cookie_id == None or cookie_id == '': # Error Checking: If design session id provided. - return HttpResponse("Error: Please open module", status=400) # Returns error response. - if not Design.objects.filter(cookie_id=cookie_id).exists(): # Error Checking: If design session exists. - return HttpResponse("Error: This design session does not exist", status=404) # Return error response. - if not request.content_type == "application/json": # Error checking: If content/type is not json. - return HttpResponse("Error: Content type has to be text/json", status=400) # Return error response. - try: # Error checking while loading body. - body_unicode = request.body.decode('utf-8') - input_data = json.loads(body_unicode) - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response - try: # Error checking while getting module api - design_session = Design.objects.get(cookie_id=cookie_id) # Get the design session from the db. - module_api = get_module_api(design_session.module_id) # Get the module api using the module id. - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response - try: - module_api.validate_input(input_data) # Check if input data is valid. - except OsdagApiException as e: # Catch input validation error. - return HttpResponse("Error: " + repr(e), status=400) # Return error response - except Exception as e: # Catch other error. - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response - try: # Error checking while saving input values - json_data = json.dumps(input_data) # Convert dict to json string - Design.objects.filter(cookie_id=cookie_id).update(input_values=json_data) - Design.objects.filter(cookie_id=cookie_id).update(current_state=True) - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response - response = HttpResponse(status=200) # Status code 200 - Success! - return response \ No newline at end of file diff --git a/osdag/web_api/inputdata/cleat_angle_input.py b/osdag/web_api/inputdata/cleat_angle_input.py deleted file mode 100644 index 21bc8d60c..000000000 --- a/osdag/web_api/inputdata/cleat_angle_input.py +++ /dev/null @@ -1,123 +0,0 @@ -from .input_data_base import InputDataBase -from rest_framework import status -from rest_framework.response import Response -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material, CustomMaterials, Angles -import traceback - -class CleatAngleInputData(InputDataBase): - def process(self, **kwargs): - connectivity, boltDiameter, angleList = kwargs["connectivity"], kwargs["boltDiameter"], kwargs["angleList"] - propertyClass, email = kwargs["propertyClass"], kwargs["email"] - - if (connectivity is None and boltDiameter is None and propertyClass is None and angleList is None): - # fetch the list of all the connectivity options for Fin-Plate-Connection - print("\n\n") - print('inside connectivtityList handling ') - print("\n\n") - connectivityList = ['Column Flange-Beam-Web' , 'Column Web-Beam-Web', 'Beam-Beam'] - response = { - 'connectivityList': connectivityList - } - return Response(response, status=status.HTTP_200_OK) - if(connectivity == 'Column-Flange-Beam-Web' or connectivity == 'Column-Web-Beam-Web'): - # print('connectivity : ', connectivity) - - try: - # fetch all records from Column table - # fetch all records from Beam table - # fetch all records from Material table - - columnList = list(Columns.objects.values_list( - 'Designation', flat=True)) - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - - materialList = list(Material.objects.filter().values()) - if email: - custom_material = list(CustomMaterials.objects.filter(email=email).values()) - materialList = materialList + custom_material - - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'columnList': columnList, - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=status.HTTP_200_OK) - - except Exception as err: - print(err) - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (connectivity == 'Beam-Beam'): - # print('connectivity : ', connectivity) - - # fetch all records from Beams table - # fetch all recorsd from the Material Table - try: - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - materialList = list(Material.objects.all().values()) - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=200) - - except: - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (boltDiameter == 'Customized'): - # print('boltDiameter : ', boltDiameter) - - # fetch the data from Bolt table - try: - # print('fetching') - boltList = list(Bolt.objects.values_list( - 'Bolt_diameter', flat=True)) - boltList.sort() - print('boltList : ' , boltList) - response = { - 'boltList': boltList - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (propertyClass == 'Customized'): - print('propertyClass : ', propertyClass) - - # fetch the data from Bolt_fy_fu table - try: - #boltFyFuList = list(Bolt_fy_fu.objects.values_list( - # 'Property_Class', flat=True)) - boltFyFuList = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] - # boltFyFuList.sort() - - response = { - 'propertyClassList': boltFyFuList - } - print('propertyFyFuList : ', boltFyFuList) - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (angleList == 'Customized'): - try: - # angleList = list(Angles.objects.values_list('Designation', flat=True)) - angleList = ['50 x 50 x 3', '50 x 50 x 4', '50 x 50 x 5', '50 x 50 x 6', '55 x 55 x 4', '55 x 55 x 5', '55 x 55 x 6', '55 x 55 x 8', '60 x 60 x 4', '60 x 60 x 5', '60 x 60 x 6', '60 x 60 x 8', '65 x 65 x 4', '65 x 65 x 5', '65 x 65 x 6', '65 x 65 x 8', '70 x 70 x 5', '70 x 70 x 6', '70 x 70 x 8', '70 x 70 x 10', '75 x 75 x 5', '75 x 75 x 6', '75 x 75 x 8', '75 x 75 x 10', '80 x 80 x 6', '80 x 80 x 8', '80 x 80 x 10', '80 x 80 x 12', '90 x 90 x 6', '90 x 90 x 8', '90 x 90 x 10', '90 x 90 x 12', '100 x 100 x 6', '100 x 100 x 8', '100 x 100 x 10', '100 x 100 x 12', '110 x 110 x 8', '110 x 110 x 10', '110 x 110 x 12', '110 x 110 x 16', '130 x 130 x 8', '130 x130 x 10', '130 x130 x 12', '130 x130 x 16', '150 x 150 x 10', '150 x 150 x 12', '150 x 150 x 16', '150 x 150 x 20', '200 x 200 x 12', '200 x 200 x 16', '200 x 200 x 20', '200 x 200 x 25', '50 x 50 x 7', '50 x 50 x 8', '55 x 55 x 10', '60 x 60 x 10', '65 x 65 x 10', '70 x 70 x 7', '100 x 100 x 7', '100 x 100 x 15', '120 x 120 x 8', '120 x 120 x 10', '120 x 120 x 12', '120 x 120 x 15', '130 x 130 x 9', '150 x 150 x 15', '150 x 150 x 18', '180 x 180 x 15', '180 x 180 x 18', '180 x 180 x 20', '200 x 200 x 24'] - response = { - 'angleList': angleList - } - return Response(response, status=status.HTTP_200_OK) - except: - traceback.print_exc() - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - return super().process(kwargs) \ No newline at end of file diff --git a/osdag/web_api/inputdata/end_plate_input.py b/osdag/web_api/inputdata/end_plate_input.py deleted file mode 100644 index a61a67e1d..000000000 --- a/osdag/web_api/inputdata/end_plate_input.py +++ /dev/null @@ -1,127 +0,0 @@ -from .input_data_base import InputDataBase -from rest_framework import status -from rest_framework.response import Response -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material, CustomMaterials - -class EndPlateInputData(InputDataBase): - def process(self, **kwargs): - connectivity, boltDiameter = kwargs["connectivity"], kwargs["boltDiameter"] - propertyClass, thickness, email = kwargs["propertyClass"], kwargs["thickness"], kwargs["email"] - - if (connectivity is None and boltDiameter is None and propertyClass is None and thickness is None): - # fetch the list of all the connectivity options for Fin-Plate-Connection - print("\n\n") - print('inside connectivtityList handling ') - print("\n\n") - connectivityList = ['Column Flange-Beam-Web' , 'Column Web-Beam-Web', 'Beam-Beam'] - response = { - 'connectivityList': connectivityList - } - return Response(response, status=status.HTTP_200_OK) - if(connectivity == 'Column-Flange-Beam-Web' or connectivity == 'Column-Web-Beam-Web'): - # print('connectivity : ', connectivity) - - try: - # fetch all records from Column table - # fetch all records from Beam table - # fetch all records from Material table - - columnList = list(Columns.objects.values_list( - 'Designation', flat=True)) - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - - materialList = list(Material.objects.filter().values()) - if email: - custom_material = list(CustomMaterials.objects.filter(email=email).values()) - materialList = materialList + custom_material - - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'columnList': columnList, - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=status.HTTP_200_OK) - - except Exception as err: - print(err) - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (connectivity == 'Beam-Beam'): - # print('connectivity : ', connectivity) - - # fetch all records from Beams table - # fetch all recorsd from the Material Table - try: - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - materialList = list(Material.objects.all().values()) - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=200) - - except: - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (boltDiameter == 'Customized'): - # print('boltDiameter : ', boltDiameter) - - # fetch the data from Bolt table - try: - # print('fetching') - boltList = list(Bolt.objects.values_list( - 'Bolt_diameter', flat=True)) - boltList.sort() - print('boltList : ' , boltList) - response = { - 'boltList': boltList - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (propertyClass == 'Customized'): - print('propertyClass : ', propertyClass) - - # fetch the data from Bolt_fy_fu table - try: - #boltFyFuList = list(Bolt_fy_fu.objects.values_list( - # 'Property_Class', flat=True)) - boltFyFuList = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] - # boltFyFuList.sort() - - response = { - 'propertyClassList': boltFyFuList - } - print('propertyFyFuList : ', boltFyFuList) - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (thickness == 'Customized'): - # print('thickness : ', thickness) - - try: - # standard as per SAIL's product brochure - PLATE_THICKNESS_SAIL = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', - '110', '120'] - - response = { - 'thicknessList': PLATE_THICKNESS_SAIL - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - return super().process(kwargs) \ No newline at end of file diff --git a/osdag/web_api/inputdata/fin_plate_input.py b/osdag/web_api/inputdata/fin_plate_input.py deleted file mode 100644 index 6590dc409..000000000 --- a/osdag/web_api/inputdata/fin_plate_input.py +++ /dev/null @@ -1,127 +0,0 @@ -from .input_data_base import InputDataBase -from rest_framework import status -from rest_framework.response import Response -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material, CustomMaterials - -class FinPlateInputData(InputDataBase): - def process(self, **kwargs): - connectivity, boltDiameter = kwargs["connectivity"], kwargs["boltDiameter"] - propertyClass, thickness, email = kwargs["propertyClass"], kwargs["thickness"], kwargs["email"] - - if (connectivity is None and boltDiameter is None and propertyClass is None and thickness is None): - # fetch the list of all the connectivity options for Fin-Plate-Connection - print("\n\n") - print('inside connectivtityList handling ') - print("\n\n") - connectivityList = ['Column Flange-Beam-Web' , 'Column Web-Beam-Web', 'Beam-Beam'] - response = { - 'connectivityList': connectivityList - } - return Response(response, status=status.HTTP_200_OK) - if(connectivity == 'Column-Flange-Beam-Web' or connectivity == 'Column-Web-Beam-Web'): - # print('connectivity : ', connectivity) - - try: - # fetch all records from Column table - # fetch all records from Beam table - # fetch all records from Material table - - columnList = list(Columns.objects.values_list( - 'Designation', flat=True)) - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - - materialList = list(Material.objects.filter().values()) - if email: - custom_material = list(CustomMaterials.objects.filter(email=email).values()) - materialList = materialList + custom_material - - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'columnList': columnList, - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=status.HTTP_200_OK) - - except Exception as err: - print(err) - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (connectivity == 'Beam-Beam'): - # print('connectivity : ', connectivity) - - # fetch all records from Beams table - # fetch all recorsd from the Material Table - try: - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - materialList = list(Material.objects.all().values()) - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=200) - - except: - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (boltDiameter == 'Customized'): - # print('boltDiameter : ', boltDiameter) - - # fetch the data from Bolt table - try: - # print('fetching') - boltList = list(Bolt.objects.values_list( - 'Bolt_diameter', flat=True)) - boltList.sort() - print('boltList : ' , boltList) - response = { - 'boltList': boltList - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (propertyClass == 'Customized'): - print('propertyClass : ', propertyClass) - - # fetch the data from Bolt_fy_fu table - try: - #boltFyFuList = list(Bolt_fy_fu.objects.values_list( - # 'Property_Class', flat=True)) - boltFyFuList = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] - # boltFyFuList.sort() - - response = { - 'propertyClassList': boltFyFuList - } - print('propertyFyFuList : ', boltFyFuList) - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (thickness == 'Customized'): - # print('thickness : ', thickness) - - try: - # standard as per SAIL's product brochure - PLATE_THICKNESS_SAIL = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', - '110', '120'] - - response = { - 'thicknessList': PLATE_THICKNESS_SAIL - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - return super().process(kwargs) \ No newline at end of file diff --git a/osdag/web_api/inputdata/input_data_base.py b/osdag/web_api/inputdata/input_data_base.py deleted file mode 100644 index 4a35672a8..000000000 --- a/osdag/web_api/inputdata/input_data_base.py +++ /dev/null @@ -1,6 +0,0 @@ -from rest_framework.response import Response -from rest_framework import status - -class InputDataBase: - def process(self, **kwargs): - return Response({"error": "Bad Query Parameter"}, status=status.HTTP_400_BAD_REQUEST) \ No newline at end of file diff --git a/osdag/web_api/inputdata/seated_angle_input.py b/osdag/web_api/inputdata/seated_angle_input.py deleted file mode 100644 index 842d616c6..000000000 --- a/osdag/web_api/inputdata/seated_angle_input.py +++ /dev/null @@ -1,149 +0,0 @@ -from .input_data_base import InputDataBase -from rest_framework import status -from rest_framework.response import Response -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material, CustomMaterials -import traceback -class SeatedAngleInputData(InputDataBase): - def process(self, **kwargs): - connectivity, boltDiameter, angleList, topAngleList = kwargs["connectivity"], kwargs["boltDiameter"], kwargs["angleList"], kwargs["topAngleList"] - propertyClass, thickness, email = kwargs["propertyClass"], kwargs["thickness"], kwargs["email"] - - if (connectivity is None and boltDiameter is None and propertyClass is None and thickness is None and angleList is None and topAngleList is None): - # fetch the list of all the connectivity options for Seated-Angle-Connection - print("\n\n") - print('inside connectivtityList handling ') - print("\n\n") - connectivityList = ['Column Flange-Beam-Web' , 'Column Web-Beam-Web', 'Beam-Beam'] - response = { - 'connectivityList': connectivityList - } - return Response(response, status=status.HTTP_200_OK) - if(connectivity == 'Column-Flange-Beam-Web' or connectivity == 'Column-Web-Beam-Web'): - # print('connectivity : ', connectivity) - try: - # fetch all records from Column table - # fetch all records from Beam table - # fetch all records from Material table - - columnList = list(Columns.objects.values_list( - 'Designation', flat=True)) - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - - materialList = list(Material.objects.filter().values()) - if email: - custom_material = list(CustomMaterials.objects.filter(email=email).values()) - materialList = materialList + custom_material - - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'columnList': columnList, - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=status.HTTP_200_OK) - - except Exception as err: - print(err) - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (connectivity == 'Beam-Beam'): - # print('connectivity : ', connectivity) - - # fetch all records from Beams table - # fetch all recorsd from the Material Table - try: - beamList = list(Beams.objects.values_list( - 'Designation', flat=True)) - materialList = list(Material.objects.all().values()) - materialList.append({"id": -1, "Grade": 'Custom'}) - response = { - 'beamList': beamList, - 'materialList': materialList - } - - return Response(response, status=200) - - except: - return Response({"error": "Bad request"}, status=status.HTTP_400_BAD_REQUEST) - - elif (boltDiameter == 'Customized'): - # print('boltDiameter : ', boltDiameter) - - # fetch the data from Bolt table - try: - # print('fetching') - boltList = list(Bolt.objects.values_list( - 'Bolt_diameter', flat=True)) - boltList.sort() - print('boltList : ' , boltList) - response = { - 'boltList': boltList - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (propertyClass == 'Customized'): - print('propertyClass : ', propertyClass) - - # fetch the data from Bolt_fy_fu table - try: - #boltFyFuList = list(Bolt_fy_fu.objects.values_list( - # 'Property_Class', flat=True)) - boltFyFuList = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] - # boltFyFuList.sort() - - response = { - 'propertyClassList': boltFyFuList - } - print('propertyFyFuList : ', boltFyFuList) - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({"error": "Something went wrong"}, status=status.HTTP_400_BAD_REQUEST) - - elif (angleList == 'Customized'): - try: - # angleList = list(Angles.objects.values_list('Designation', flat=True)) - angleList = ['50 x 50 x 3', '50 x 50 x 4', '50 x 50 x 5', '50 x 50 x 6', '55 x 55 x 4', '55 x 55 x 5', '55 x 55 x 6', '55 x 55 x 8', '60 x 60 x 4', '60 x 60 x 5', '60 x 60 x 6', '60 x 60 x 8', '65 x 65 x 4', '65 x 65 x 5', '65 x 65 x 6', '65 x 65 x 8', '70 x 70 x 5', '70 x 70 x 6', '70 x 70 x 8', '70 x 70 x 10', '75 x 75 x 5', '75 x 75 x 6', '75 x 75 x 8', '75 x 75 x 10', '80 x 80 x 6', '80 x 80 x 8', '80 x 80 x 10', '80 x 80 x 12', '90 x 90 x 6', '90 x 90 x 8', '90 x 90 x 10', '90 x 90 x 12', '100 x 100 x 6', '100 x 100 x 8', '100 x 100 x 10', '100 x 100 x 12', '110 x 110 x 8', '110 x 110 x 10', '110 x 110 x 12', '110 x 110 x 16', '130 x 130 x 8', '130 x130 x 10', '130 x130 x 12', '130 x130 x 16', '150 x 150 x 10', '150 x 150 x 12', '150 x 150 x 16', '150 x 150 x 20', '200 x 200 x 12', '200 x 200 x 16', '200 x 200 x 20', '200 x 200 x 25', '50 x 50 x 7', '50 x 50 x 8', '55 x 55 x 10', '60 x 60 x 10', '65 x 65 x 10', '70 x 70 x 7', '100 x 100 x 7', '100 x 100 x 15', '120 x 120 x 8', '120 x 120 x 10', '120 x 120 x 12', '120 x 120 x 15', '130 x 130 x 9', '150 x 150 x 15', '150 x 150 x 18', '180 x 180 x 15', '180 x 180 x 18', '180 x 180 x 20', '200 x 200 x 24'] - response = { - 'angleList': angleList - } - return Response(response, status=status.HTTP_200_OK) - except: - traceback.print_exc() - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - - elif (topAngleList == 'Customized'): - try: - topAngleList = ['50 x 50 x 3', '50 x 50 x 4', '50 x 50 x 5', '50 x 50 x 6', '55 x 55 x 4', '55 x 55 x 5', '55 x 55 x 6', '55 x 55 x 8', '60 x 60 x 4', '60 x 60 x 5', '60 x 60 x 6', '60 x 60 x 8', '65 x 65 x 4', '65 x 65 x 5', '65 x 65 x 6', '65 x 65 x 8', '70 x 70 x 5', '70 x 70 x 6', '70 x 70 x 8', '70 x 70 x 10', '75 x 75 x 5', '75 x 75 x 6', '75 x 75 x 8', '75 x 75 x 10', '80 x 80 x 6', '80 x 80 x 8', '80 x 80 x 10', '80 x 80 x 12', '90 x 90 x 6', '90 x 90 x 8', '90 x 90 x 10', '90 x 90 x 12', '100 x 100 x 6', '100 x 100 x 8', '100 x 100 x 10', '100 x 100 x 12', '110 x 110 x 8', '110 x 110 x 10', '110 x 110 x 12', '110 x 110 x 16', '130 x 130 x 8', '130 x130 x 10', '130 x130 x 12', '130 x130 x 16', '150 x 150 x 10', '150 x 150 x 12', '150 x 150 x 16', '150 x 150 x 20', '200 x 200 x 12', '200 x 200 x 16', '200 x 200 x 20', '200 x 200 x 25', '50 x 50 x 7', '50 x 50 x 8', '55 x 55 x 10', '60 x 60 x 10', '65 x 65 x 10', '70 x 70 x 7', '100 x 100 x 7', '100 x 100 x 15', '120 x 120 x 8', '120 x 120 x 10', '120 x 120 x 12', '120 x 120 x 15', '130 x 130 x 9', '150 x 150 x 15', '150 x 150 x 18', '180 x 180 x 15', '180 x 180 x 18', '180 x 180 x 20', '200 x 200 x 24'] - response = { - 'topAngleList': topAngleList - } - return Response(response, status=status.HTTP_200_OK) - except: - traceback.print_exc() - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - - elif (thickness == 'Customized'): - # print('thickness : ', thickness) - - try: - # standard as per SAIL's product brochure - PLATE_THICKNESS_SAIL = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', - '110', '120'] - - response = { - 'thicknessList': PLATE_THICKNESS_SAIL - } - - return Response(response, status=status.HTTP_200_OK) - - except: - return Response({'error': 'Something went wrong'}, status=status.HTTP_400_BAD_REQUEST) - return super().process(kwargs) \ No newline at end of file diff --git a/osdag/web_api/outputCalc_view.py b/osdag/web_api/outputCalc_view.py deleted file mode 100644 index bc65c2d06..000000000 --- a/osdag/web_api/outputCalc_view.py +++ /dev/null @@ -1,169 +0,0 @@ - -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from django.http import JsonResponse -from osdag_api import get_module_api -from django.http import HttpResponse, HttpRequest -from osdag_api.modules.fin_plate_connection import * - -# importing from DRF -from rest_framework.response import Response -from rest_framework import status - -# importing models -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material -from osdag.models import Design - -# importing serializers -from osdag.serializers import Design_Serializer - -""" - Author : Sai Charan ( FOSSEE'23 ) - - Example input: - { - "Bolt.Bolt_Hole_Type" : "Standard", - "Bolt.Diameter" : ["12" , "16" , "20" , "24" , "30"], - "Bolt.Grade" : ["4.6" , "4.8" , "5.6" , "6.8" , "8.8"], - "Bolt.Slip_Factor" : "0.3", - "Bolt.TensionType" : "Pre-tensioned", - "Bolt.Type" : "Friction Grip Bolt", - "Connectivity" : "Flange-Beam Web", - "Connector.Material" : "E 250 (Fe 410 W)A", - "Design.Design_Method" : "Limit State Design", - "Detailing.Corrosive_Influences" : "No", - "Detailing.Edge_type" : "Rolled", - "Detailing.Gap" : "15", - "Load.Axial" : "50", - "Load.Shear" : "180", - "Material" : "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation" : "MB 350", - "Member.Supported_Section.Material" : "E 250 (Fe 410 W)A", - "Member.Supporting_Section.Designation" : "JB 150", - "Member.Supporting_Section.Material" : "E 250 (Fe 410 W)A", - "Module" : "Fin Plate Connection", - "Weld.Fab" : "Shop Weld", - "Weld.Material_Grade_OverWrite" : "410", - "Connector.Plate.Thickness_List" : ["10" , "12" , "16" , "18" , "20"], - "KEY_CONNECTOR_MATERIAL": "E 250 (Fe 410 W)A", - "KEY_DP_WELD_MATERIAL_G_O": "E 250 (Fe 410 W)A" - } -""" - - -@method_decorator(csrf_exempt, name='dispatch') -class OutputData(APIView): - - def post(self, request): - print("Inside post method of OutputData") - - # obtaining the session, module_id, input_values - cookie_id = request.COOKIES.get('fin_plate_connection_session') - module_api = get_module_api('Fin Plate Connection') - input_values = request.data - tempData = { - 'cookie_id': cookie_id, - 'module_id': 'Fin Plate Connection', - 'input_values': input_values - } - print('tempData : ', tempData) - print('type of input_values : ', type(input_values)) - # obtaining the record from the Design model - designRecord = Design.objects.get(cookie_id=cookie_id) - serailizer = Design_Serializer(designRecord, data=tempData) - - # checking the validtity of the serializer - if serailizer.is_valid(): - print('serializer is valid') - try: # try saving the serializer - serailizer.save() - print('serializer saved') - except: - print('Error in saving the serializer') - - else: - print('serializer is invalid') - return Response('Serializer is invalid', status=status.HTTP_400_BAD_REQUEST) - - output = {} - logs = [] - new_logs = [] - try: - try: - output, logs = module_api.generate_output(input_values) - except Exception as e : - print('e : ' , e) - print('Error in generating the output and logs') - # print('output : ', output) - # new_logs = [] - for log in logs: - # removing duplicates - if log not in new_logs: - new_logs.append(log) - - # print('new_logs : ', new_logs) - except Exception as e: - print('Exception raised : ' , e) - return JsonResponse({"data": {}, "logs": new_logs, - "success": False}, safe=False , status = 400) - - print('new_logs : ' , new_logs) - print('type of new_logs : ' , type(new_logs)) - finalLogsString = self.combine_logs(new_logs) - - try : - # save the logs, output, design_status in the Design table for that specific cookie_id - designObject = Design.objects.get(cookie_id = cookie_id) - designObject.logs = finalLogsString - designObject.output_values = output - print('output outside the condition : ', output) - output_result = self.check_non_zero_output(output) - print('output_result : ' , output_result) - - if(output is "" or output is 0 or output_result is False) : - print('output is empty string or output_result is False') - print('output : ' , output) - designObject.design_status = False - else : - print('output is true') - # if the output is successfully generated, then set the design_status to True - designObject.design_status = True - - designObject.save() - except Exception as e : - print('Error in saving the logs in Design table : ' , e) - - return JsonResponse({"data": output, "logs": new_logs, "success": True}, safe=False , status = 201) - - - def combine_logs(self , logs) : - # the logs here is an array of objects - # this function extracts the objects to string and combines them into a single string - # also converting the type key value to upper case - finalLogsString = "" - #print('temp : ', logs[0]) - - for item in logs : - print('item : ' , item) - print('item.keys : ' , item.keys()) - item['type'] = item['type'].upper() - msg = item['msg'] - finalLogsString = finalLogsString + item['type'] + " : " + msg + '\n' - - print('finalLogsString : ' , finalLogsString) - return finalLogsString - - def check_non_zero_output(self , output): - flag = False - for item in output : - # comparing the float values - if(abs(output[item]['value'] - 0.0 ) > 1e-9) : - flag = True - break - - return flag - diff --git a/osdag/web_api/output_data_api.py b/osdag/web_api/output_data_api.py deleted file mode 100644 index b8b66f9f1..000000000 --- a/osdag/web_api/output_data_api.py +++ /dev/null @@ -1,71 +0,0 @@ -""" - This file includes the Output Values API - Output Values API (class OutputValues(View)): - Accepts GET requests. - Returns content_type application/json - Request must provide session cookie id. - Data Format: (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } -""" -from django.shortcuts import render, redirect -from django.utils.html import escape, urlencode -from django.http import HttpResponse, HttpRequest -from django.views import View -from osdag.models import Design -from django.utils.crypto import get_random_string -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from osdag_api import developed_modules, get_module_api -from osdag_api.errors import OsdagApiException -import typing -import json - -# Author: Aaranyak Ghosh - -@method_decorator(csrf_exempt, name='dispatch') -class OutputValues(View): - """ - Update input values in database. - Output Values API (class OutputValues(View)): - Accepts GET requests. - Returns content_type application/json - Request must provide session cookie id. - Data Format: (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - def get(self, request: HttpRequest): - cookie_id = request.COOKIES.get("design_session") # Get design session id. - if cookie_id == None or cookie_id == '': # Error Checking: If design session id provided. - return HttpResponse("Error: Please open module", status=400) # Returns error response. - if not Design.objects.filter(cookie_id=cookie_id).exists(): # Error Checking: If design session exists. - return HttpResponse("Error: This design session does not exist", status=404) # Return error response. - try: # Error checking while loading input data - design_session = Design.objects.get(cookie_id=cookie_id) # Get session object from db. - module_api = get_module_api(design_session.module_id) # Get module api - if not design_session.current_state: # Error Checking: If input data not entered. - return HttpResponse("Error: Please enter input data first", status=409) # Return error response. - input_values = json.loads(design_session.input_values) # Load input data into dictionary. - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response. - try: # Error checking while calculating output data. - output_values = module_api.generate_output(input_values) - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response. - try: # Error checking while formatting output as json. - output_data = json.dumps(output_values) - except Exception as e: - return HttpResponse("Error: Internal server error: " + repr(e), status=500) # Return error response. - response = HttpResponse(status=200) - response["content-type"] = "application/json" - response.write(output_data) - return response \ No newline at end of file diff --git a/osdag/web_api/seatedangle_outputView.py b/osdag/web_api/seatedangle_outputView.py deleted file mode 100644 index 4924e7942..000000000 --- a/osdag/web_api/seatedangle_outputView.py +++ /dev/null @@ -1,134 +0,0 @@ -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from django.http import JsonResponse -from osdag_api import get_module_api -from django.http import HttpResponse, HttpRequest -from osdag_api.modules.fin_plate_connection import * - -# importing from DRF -from rest_framework.response import Response -from rest_framework import status - -# importing models -from osdag.models import Columns, Beams, Bolt, Bolt_fy_fu, Material -from osdag.models import Design - -# importing serializers -from osdag.serializers import Design_Serializer - - -@method_decorator(csrf_exempt, name='dispatch') -class SeatedAngleOutputData(APIView): - - def post(self, request): - print("Inside post method of OutputData") - - cookie_id = request.COOKIES.get('seated_angle_connection') - module_api = get_module_api('Seated Angle Connection') - input_values = request.data - tempData = { - 'cookie_id': cookie_id, - 'module_id': 'Seated Angle Connection', - 'input_values': input_values - } - - print('tempData : ', tempData) - print('type of input_values : ', type(input_values)) - # obtaining the record from the Design model - designRecord = Design.objects.get(cookie_id=cookie_id) - serailizer = Design_Serializer(designRecord, data=tempData) - - # checking the validtity of the serializer - if serailizer.is_valid(): - print('serializer is valid') - try: # try saving the serializer - serailizer.save() - print('serializer saved') - except: - print('Error in saving the serializer') - - else: - print('serializer is invalid') - return Response('Serializer is invalid', status=status.HTTP_400_BAD_REQUEST) - - output = {} - logs = [] - new_logs = [] - try: - try: - output, logs = module_api.generate_output(input_values) - except Exception as e : - print('e : ' , e) - print('Error in generating the output and logs') - # print('output : ', output) - # new_logs = [] - for log in logs: - # removing duplicates - if log not in new_logs: - new_logs.append(log) - - # print('new_logs : ', new_logs) - except Exception as e: - print('Exception raised : ' , e) - return JsonResponse({"data": {}, "logs": new_logs, - "success": False}, safe=False , status = 400) - - print('new_logs : ' , new_logs) - print('type of new_logs : ' , type(new_logs)) - finalLogsString = self.combine_logs(new_logs) - - try : - # save the logs, output, design_status in the Design table for that specific cookie_id - designObject = Design.objects.get(cookie_id = cookie_id) - designObject.logs = finalLogsString - designObject.output_values = output - print('output outside the condition : ', output) - output_result = self.check_non_zero_output(output) - print('output_result : ' , output_result) - - if(output is "" or output is 0 or output_result is False) : - print('output is empty string or output_result is False') - print('output : ' , output) - designObject.design_status = False - else : - print('output is true') - # if the output is successfully generated, then set the design_status to True - designObject.design_status = True - - designObject.save() - except Exception as e : - print('Error in saving the logs in Design table : ' , e) - - return JsonResponse({"data": output, "logs": new_logs, "success": True}, safe=False , status = 201) - - - def combine_logs(self , logs) : - # the logs here is an array of objects - # this function extracts the objects to string and combines them into a single string - # also converting the type key value to upper case - finalLogsString = "" - #print('temp : ', logs[0]) - - for item in logs : - print('item : ' , item) - print('item.keys : ' , item.keys()) - msg = item['msg'] - finalLogsString = finalLogsString + msg + '\n' - - print('finalLogsString : ' , finalLogsString) - return finalLogsString - - def check_non_zero_output(self , output): - flag = False - for item in output : - # comparing the float values - if(abs(output[item]['value'] - 0.0 ) > 1e-9) : - flag = True - break - - return flag - diff --git a/osdag/web_api/session_api.py b/osdag/web_api/session_api.py deleted file mode 100644 index 5fc0bcf88..000000000 --- a/osdag/web_api/session_api.py +++ /dev/null @@ -1,147 +0,0 @@ -""" - This file includes the Create Session and Delete Session API. - Create Session API (class CreateSession(View)): - Accepts POST requests. - Accepts content-type/form-data. - Request body must include module id. - Creates a session object in db and returns session id as cookie. - Delete Session API (class CreateSession(View)): - Accepts POST requests. - Requires no POST data. - Requires design_session cookie. - Deletes session object in db and deletes session id cookie. -""" -from django.shortcuts import render, redirect -from django.utils.html import escape, urlencode -from django.http import HttpResponse, HttpRequest -from django.views import View -from osdag.models import Design -from django.utils.crypto import get_random_string -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from osdag_api import developed_modules -import typing -from django.http import JsonResponse - -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status - -# importing serializers -from osdag.serializers import Design_Serializer - -# Author: Aaranyak Ghosh - - -class CreateSession(APIView): - """ - Create a session in database and set session cookie. - Create Session API (class CreateSession(View)): - Accepts POST requests.. - Accepts content-type/form-data. - Request body must include module id. - Creates a session object in db and returns session id as cookie. - """ - - def post(self,request) : - print("CreateSession view reached") - module_id = request.data.get('module_id') - print('module_id in session : ' , module_id) - if module_id == None or module_id == '': # Error Checking: If module id provided. - print('module is None or Empty') - return JsonResponse("Error: Please specify module id", status=400) # Returns error response. - if request.COOKIES.get("end_plate_connection_session") is not None: # Error Checking: Already editing design. - print('end_plate_connection is there') - return JsonResponse({"status" : "set"}, status=200) # Returns error response. - elif request.COOKIES.get("fin_plate_connection_session") is not None: - print('fin_plate_connection is there') - return JsonResponse({"status" : "set"}, status=200) # Returns error response. - elif request.COOKIES.get("cleat_angle_connection_session") is not None: - print('cleat_angle_connection_session is there') - return JsonResponse({"status" : "set"}, status=200) # Returns error response. - elif request.COOKIES.get("seated_angle_connection") is not None: - print("seated angle connection is there ") - return JsonResponse({"status" : "set"}, status=200) - if module_id not in developed_modules: # Error Checking: Does module api exist - print('module_id not developed') - return JsonResponse("Error: This module has not been developed yet", status=501) # Return error response. - - # Define cookie keys for each module - cookie_keys = { - "Fin Plate Connection": "fin_plate_connection_session", - "End Plate Connection": "end_plate_connection_session", - "Cleat Angle Connection": "cleat_angle_connection_session", - "Seated Angle Connection": "seated_angle_connection" - } - - # Check for existing sessions - for session_key in cookie_keys.values(): - if request.COOKIES.get(session_key): - return Response({"status": "set"}, status=status.HTTP_200_OK) - - - cookie_id = get_random_string(length=32) # creting a session from a random string - print('cookie id in session : ' ,cookie_id) - tempData = { - "cookie_id" : cookie_id, - "module_id" : module_id, - "input_values" : {} - } - print('tempData : ' , tempData) - print('type of tempData : ' , type(tempData)) - serializer = Design_Serializer(data = tempData) - print('serializers : ' , serializer) - if serializer.is_valid() : - print('serializer is valid') - serializer.save() - - # create HTTPResponse and set the cookie - response = JsonResponse({"status" : "set"} , status=201) - - cookie_key = cookie_keys.get(module_id) - if cookie_key: - response.set_cookie(key=cookie_key, value=cookie_id, samesite='None', secure=True) - print(f"Cookie Set: {cookie_key}") - else: - print(f"Warning: Unknown module_id: {module_id}") - return Response({"error": "Invalid module_id"}, status=status.HTTP_400_BAD_REQUEST) - return response - else : - print('serializer is invalid') - print('serializer.errors : ' , serializer.errors) - return JsonResponse("Inernal Server Error: " , status=500, safe=False) # Return error response. - - - -class DeleteSession(APIView): - """ - Delete session cookie and session data in db. - Delete Session API (class CreateSession(View)): - Accepts POST requests. - Requires no POST data. - Requires design_session cookie. - Deletes session object in db and deletes session id cookie. - """ - def post(self,request: HttpRequest) -> HttpResponse: - module_id = request.data.get('module_id') - print('module_id in session : ' , module_id) - if(module_id=='End Plate Connection'): - cookie_id = request.COOKIES.get("end_plate_connection_session") - elif(module_id=='Fin Plate Connection'):# Get design session id. - cookie_id = request.COOKIES.get("fin_plate_connection_session") - elif(module_id=='Cleat Angle Connection'):# Get design session id. - cookie_id = request.COOKIES.get("cleat_angle_connection_session") - elif(module_id=='Seated Angle Connection'): - cookie_id=request.COOKIES.get("seated_angle_connection") - if cookie_id == None or cookie_id == '': # Error Checking: If design session id provided. - return HttpResponse("Error: Please open module", status=400) # Returns error response. - if not Design.objects.filter(cookie_id=cookie_id).exists(): # Error Checking: If design session exists. - return HttpResponse("Error: This design session does not exist", status=404) # Return error response. - try: # Try deleting session. - connection_session = Design.objects.get(cookie_id=cookie_id) # Design session object in db. - connection_session.delete() - except Exception as e: # Error Checking: While saving design. - return HttpResponse("Inernal Server Error: " + repr(e), status=500) # Return error response. - response = HttpResponse(status=200) # Status code 200 - Successfully deleted . - - return response \ No newline at end of file diff --git a/osdag/web_api/temp.py b/osdag/web_api/temp.py deleted file mode 100644 index 75e3f9dbd..000000000 --- a/osdag/web_api/temp.py +++ /dev/null @@ -1,26 +0,0 @@ -from django.http import HttpResponse, HttpRequest -from osdag.models import Design -from django.views.decorators.csrf import csrf_exempt -from django.utils.decorators import method_decorator -from osdag.models import Beams -from rest_framework.response import Response -from rest_framework import status -from rest_framework.decorators import api_view -from rest_framework.views import APIView - - -class DesignPreference(APIView): - - @api_view(['GET']) - def get(self, request): - supported_section = request.GET.get("supported_section") - cookie_id = request.COOKIES.get('fin_plate_connection_session') - print(supported_section) - - #if cookie_id == None or cookie_id == '': - #return Response("Error: Please open module", status=status.HTTP_400_BAD_REQUEST) - - supported_section_results = Beams.objects.filter(Designation=supported_section).values() - print(supported_section_results) - - return Response(supported_section_results, status=status.HTTP_200_OK) \ No newline at end of file diff --git a/osdag/web_api/user_view.py b/osdag/web_api/user_view.py deleted file mode 100644 index b927b6e70..000000000 --- a/osdag/web_api/user_view.py +++ /dev/null @@ -1,369 +0,0 @@ -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### - -# DRF imports -from rest_framework.views import APIView -from rest_framework.response import Response -from rest_framework import status -from rest_framework.parsers import JSONParser -from rest_framework.permissions import IsAuthenticated - -# email imports -from osdag_web.mailing import send_mail - -# simpleJWT imports -from rest_framework_simplejwt.tokens import RefreshToken - -# importing Django models -from osdag.models import UserAccount - -# importing exceptions -from django.core.exceptions import ObjectDoesNotExist - -# django imports -from django.conf import settings -from django.core.files.storage import default_storage -from django.http import FileResponse, JsonResponse - -# importing serializers -from osdag.serializers import UserAccount_Serializer - -# other imports -from django.contrib.auth.models import User -import string -import os -import random -import uuid -import base64 - - -# obtain the attributes -SECRET_ROOT = getattr(settings, 'SECRET_ROOT' , "") - - -def convert_to_32_bytes(input_string) : - input_bytes = input_string.encode('utf-8') - padded_bytes = input_bytes.ljust(32, b'\x00') - - return padded_bytes - -class SignupView(APIView) : - def post(self , request) : - print('inside the signup post') - - # obtain the useranme and password - temp = request.data - print('temp : ' , temp) - username = request.data.get("username") - password = request.data.get("password") - email = request.data.get('email') - isGuest = request.data.get('isGuest') - print('username : ' , username) - print('email : ' , email) - print('password : ' , password) - print('isGuest : ' , isGuest) - print('type isGuest : ' , type(isGuest)) - print('encoded passsword : ' , password.encode() ) - print('encoding password 2 : ' , base64.b64encode(password.encode('ascii')).decode()) - base64Password = base64.b64encode(password.encode('ascii')).decode() - - tempData = { - 'username' : username, - 'password' : base64Password, - 'email' : email, - 'allInputValueFiles' : [''] - } - - # append the username in the User table ( in the username array ) - # create a JSON object that maps the username to the password and add it to the User table ( passsword column ) - serializer = UserAccount_Serializer(data = tempData) - if(serializer.is_valid()) : - # save the serializer - serializer.save() - - # create a user in the Django.contrib.auth - user = User.objects.create_user(username , email , password) - user.save() - - # return 201 - return Response({'message' : 'The credentials have been created'} , status = status.HTTP_201_CREATED ) - else : - print('serializer is invalid ') - print('error : ' , serializer.errors) - return Response({'message' : 'user with this username already exists' , 'code' : 'unique'} , status = status.HTTP_400_BAD_REQUEST) - - - -class ForgetPasswordView(APIView) : - def post(self , request) : - print('inside the forget password post') - - # obtain the new password - password = request.data.get('password') - print('password : ' , password) - email = request.data.get('email') - print('email : ' , email) - - # obtain the user object from the Django.contrib.auth.models User - user = User.objects.get(email = email) - user.password = password - user.save() - print('Django user updates') - - # update the user in the postgres database - base64Password = base64.b64encode(password.encode('ascii')).decode() - user = UserAccount.objects.get(email = email) - user.password = base64Password - user.save() - print('postgres user updated') - - # PARTIAL WORK, WORK IN PROGRESS - return Response({'message' , 'Password has been updated successfully'} , status = status.HTTP_200_OK) - -class LogoutView(APIView) : - permission_classes = (IsAuthenticated,) - - def post(self, request): - try : - refresh_token = request.data['refresh_token'] - token = RefreshToken(refresh_token) - token.blacklist() - return Response(status = status.HTTP_205_RESET_CONTENT) - - except Exception as e : - return Response(status = status.HTTP_400_BAD_REQUEST) - - -class CheckEmailView(APIView): - def post(self , request) : - print('inside check email get') - - # obtain teh email - email = request.data.get('email') - - # check if the email exists in the database or not - # database query for checking if the email is present in the database or not - try : - emailobject = User.objects.get(email = email) - print('emailObject : ' , emailobject) - except User.DoesNotExist as e : - # the email is not present in the the database - print('email is not present in the database : ' , e) - - return Response({'message' , "Email is not registered"} , status = status.HTTP_400_BAD_REQUEST) - - # GENERATE AN OTP - # K -> is the number of digits in the OTP - OTP = ''.join(random.choices(string.digits, k = 6)) - print('OTP : ' , OTP) - - # send a mail to this email - # generate a random OTP and verify if the OTP generated is valid or not - try : - print('inside try') - send_mail(email , OTP) - - # convert the OTP in a hash - return Response({'message' : 'OTP Sent' , 'OTP' : OTP} , status = status.HTTP_200_OK) - except : - return Response({'message' : 'Failed to send the mail'} , status = status.HTTP_400_BAD_REQUEST) - - - def get(self , request) : - print('inside check email post') - - return Response({'message' : 'Under development'} , status = status.HTTP_201_CREATED) - - - -class LoginView(APIView) : - def get(self , request) : - print('inside login get') - - return Response({'message' : 'Fucntion under developement'} , status = status.HTTP_200_OK) - - - def post(self , request) : - print('inside login post') - - # check if the user is a guest user or not - isGuest = request.data.get('isGuest') - print('isGuest : ' , isGuest) - - if(isGuest) : - print('is a guest user') - # create a dummy user - - # check if the dummy user is already created or not - # if not, then create, else use the dummy user - try : - user = User.objects.create_user(username = 'default123' , email = 'default@123.com' , password = 'default123' ) - # provide no permissions to the user and just save - user.save() - - except : - print('the user already exists') - - # grant the login access to the user - return Response({'message' : 'Login successful'} , status = status.HTTP_200_OK) - - # for a guest user - print('is not a guest user') - - # obtain the username and password - username = request.data.get('username') - print('username : ' ,username) - password = request.data.get('password') - print('password : ' , password) - - # find the useranme and password from the UserAccount model - try : - base64Password = base64.b64encode(password.encode('ascii')).decode() - result = UserAccount.objects.get(username = username , password = base64Password) - print('result user login : ' , result) - - # send_mail(result.email) - - # grant the login access to the user - return Response({'message' : 'Login successfully' , 'allInputValueFilesLength' : len(result.allInputValueFiles) , 'email' : result.email} , status = status.HTTP_200_OK) - except ObjectDoesNotExist as e: - print('The user account does not exxists : ' , e) - return Response({'message' : 'The User Account does not exists'} , status = status.HTTP_400_BAD_REQUEST) - except Exception as e : - print('Invalid credentials : ' , e) - return Response({'message' : 'Invalid credentials'} , status = status.HTTP_400_BAD_REQUEST) - -class ObtainInputFileView(APIView) : - def post(self , request) : - print('inside obtain all reports view post') - - # obtain the email - email = request.data.get('email') - print('email : ' , email) - fileIndex = request.data.get('fileIndex') - print('fileIndex : ' , fileIndex) - - userObject = UserAccount.objects.get(email = email) - filePath = userObject.allInputValueFiles[int(fileIndex)] - print('filePath : ' , filePath) - - try : - # send the input value files to the client - currentDirectory = os.getcwd() - print('current Directory : ' , currentDirectory) - fullpath = currentDirectory + "/file_storage/input_values_files/" - response = FileResponse(open(filePath, 'rb')) - response['Content-Type'] = 'text/plain' - response['Content-Disposition'] = f'attachment; filename="{filePath}"' - for key, value in response.items(): - print(f'{key}: {value}') - - return response - - except Exception as e : - print('An exception has occured in obtaining the osi file : ' , e) - - return Response({'message' : 'Inside obtain all report view'} , status = status.HTTP_500_INTERNAL_SERVER_ERROR) - - def get(self, request) : - print('inside obtain input file GET') - - print('request : ' , request) - print('request.GET : ' , request.GET) - fileName = request.GET.get('filename') - print('fileName obtained : ' , fileName) - filePath = os.path.join(os.getcwd(), "file_storage/input_values_files/" + fileName) - - try : - print('preparing download...') - response = FileResponse(open(filePath , 'rb')) - response['Content-Type'] = 'text/plain' - response['Content-Disposition'] = f'attachment; filename="{fileName}"' - for key, value in response.items() : - print(f'{key} : {value}') - - return response - - except Exception as e : - print('Exception in downloading : ' , e) - - return Response({'message' : 'Cannot download the file'} , status=status.HTTP_400_BAD_REQUEST) - -class SaveInputFileView(APIView) : - def post(self, request) : - print('inside teh saveinput file view post') - - # obtain the file from the request - content = request.data.get('content') - email = request.data.get('email') - print('content : ' , content) - print('email : ' , email) - - # create a file in the file_storage - # fileName = ''.join(str(uuid.uuid4()).split('-')) + ".osi" - - # obtain the index of the allInputFiles of the user - userObject = UserAccount.objects.get(email = email) - fileIndex = len(userObject.allInputValueFiles) - fileName = email + f"_fin_plate_connection_{fileIndex}.osi" - print('fileName : ' , fileName) - currentDirectory = os.getcwd() - print('currentDirectory : ' , currentDirectory) - fullPath = currentDirectory + "/file_storage/input_values_files/" + fileName - print('fullPath : ' , fullPath) - - # check if the input_values_files directory exists or not - # if not, then create one - if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/input_values_files/"))) : - print('The input_values_files dir dies not exist, creating one') - os.mkdir(os.path.join(os.getcwd() , "file_storage/input_values_files/")) - - # create the file - try : - print('creating the .osi file') - with open(fullPath , "wt") as destination : - destination.write(content) - destination.close() - print('created the .osi file ') - - try : - # append the fulllPath of the file to the email - userObject = UserAccount.objects.get(email = email) - - # check if the file path already exists in the list or not - # if not, then append - # else do not append - if not fullPath in userObject.allInputValueFiles : - userObject.allInputValueFiles.append(fullPath) - - allInputValueFilesLength = len(userObject.allInputValueFiles) - userObject.save() - print('the filePath has been appended and linked to the user') - except Exception as e: - print('An exception has occured : ' , e) - - return Response({'message' : 'Failed to connect the file to the User'} , status = status.HTTP_500_INTERNAL_SERVER_ERROR) - - return Response({'message' : "File stored successfully" , 'allInputValueFilesLength' : allInputValueFilesLength , 'fileName' : fileName} , status = status.HTTP_201_CREATED) - - except : - print('Error in creating an storing the contents of the file') - - return Response({'message' : "Failed to store the contents of the file"} , status = status.HTTP_400_BAD_REQUEST) - - -class SetRefreshTokenCookieView(APIView) : - def post(self , request) : - print('inside the set Refresh token Cookie View post') - - try : - refresh = request.data.get('refresh') - print('refresh : ' , refresh) - response = JsonResponse({'message' : 'Refresh Token Cookie has been set'} , status = 200) - response.set_cookie(key='refresh' , value=refresh) - return response - - except Exception as e : - print('An exception occured while setting refresh token cookei : ', e) - return JsonResponse({'message' : 'Failed to set refresh token'} , status = 500 ) \ No newline at end of file diff --git a/osdagMainPage.py b/osdagMainPage.py deleted file mode 100644 index 0b47823ba..000000000 --- a/osdagMainPage.py +++ /dev/null @@ -1,854 +0,0 @@ -''' - INSTRUCTIONS TO USE OSDAG MAIN PAGE TEMPLATE(OsdagMainWindow): ----------------------------------------------------------------------------------------------------- - Note: This code is designed to handle a 3 level structure, e.g. , - -.................................................................................................................. -. Modules (Main Dictionary) . -. _______________________|______________________________________________________.......... . ((LEVEL 1)) -. | | | | | | . -. Module_1 Module_2 Module_3 Module_4 Module_5 Module_6 (Keys of Main Dictionary) -........|..............|............|...........|....................|...............|............................ - | | | | | | - | | | | | | - | | | [List/Tuple of Module Variants]| | - | | | | | - | | [List/Tuple of Module Variants] | | - | (UNDER DEVELOPMENT) (UNDER DEVELOPMENT) | -........|............................................................................|............................ -. ____|________________________________..... ________________________|______...... (Sub Dictionaries) -. | | | | | | . ((LEVEL 2)) -. Submodule_1 Submodule_2 Submodule_3 Submodule_1 Submodule_2 Submodule_3 (Keys of Sub Dictionaries) -. | | | | | | . -........|...............|...............|................|..................|..............|...................... - | | | | | | - | | | | | | - | | | | | | - | | (UNDER DEVELOPMENT) | | | - | | [List/Tuple of Module Variants] | | - | [List/Tuple of Module Variants] | [List/Tuple of Module Variants] - | | -........|...................................................................|..................................... -. ____|________________________________..... _______________|_______________...... (Sub-Sub Dictionaries) -. | | | | | | . ((LEVEL 3)) -. Sub-Submodule_1 Sub-Submodule_2 Sub-Submodule_3 Sub-Submodule_1 Sub-Submodule_2 Sub-Submodule_3 (Keys of Sub-Sub Dictionaries) -. | | | | | | . -........|...............|...............|....................|..................|..............|.................. - | | | | | | - | (UNDER DEVELOPMENT) | [List/Tuple of Module Variants] | [List/Tuple of Module Variants] - | [List/Tuple of Module Variants] [List/Tuple of Module Variants] -[List/Tuple of Module Variants] - - -The Rules/Steps to use the template are(OsdagMainWindow): ------------------------------------------------------------------------------ -1) The data for the template structuring will go into a variable called self.Modules . - -2) self.Modules must be a dictionary with keys as the name of modules in string format (LEVEL 1: Left Panel Buttons). - -3) The values to these keys can be a dictionary(Modules), a List/Tuple(Module Variants) or self.Under_Development : - (i) If the value is a dictionary then it should contain keys as modules in string format and for values - read RULE 4 . (LEVEL 2: Tab for each module) - (ii) If the value is a List/Tuple then it should contain sub-lists/sub-tuples informing about the module variants : - (a) The module variants as sub-list/sub-tuple will have 3 values, Module_Name, Image_Path and Object_Name . - (b) The List/Tuple can have several sub-lists/sub-tuples but the last element should be a method, - which connects to the start button on the module variants' page and help launch a certain module. - (iii) If the value is self.Under_Development then that module/module variant is marked as UNDER DEVELOPMENT. - -4) In case of RULE 3(i) if value of any sub-module key is a dictionary then that dictionary will follow the RULE 3 - all over again and the values of the keys can be a dictionary(Sub-Modules), a List/Tuple(Sub-Module Variants) or - self.Under_Development: - (i) If the value is a dictionary then it should contain keys as sub-modules in string format and for values - read RULE 5 . (LEVEL 3 Sub Tab for each tab) - (ii) If the value is a List/Tuple then it should contain sub-lists/sub-tuples informing about the module variants : - (a) The module variants as sub-list/sub-tuple will have 3 values, Module_Name, Image_Path and Object_Name . - (b) The List/Tuple can have several sub-lists/sub-tuples but the last element should be a method, - which connects to the start button on the module variants' page and help launch a certain module. - (iii) If the value is self.Under_Development then that module/module variant is marked as UNDER DEVELOPMENT. - -5) In case of RULE 4(i) if the value of any sub-module key is a dictionary then that dictionary will have keys as sub-sub-module - and the values can either be a List/Tuple(Sub-Sub-Module Variants) or self.Under_Development but not another dictionary: - (i) If the value is a List/Tuple then it should contain sub-lists/sub-tuples informing about the module variants : - (a) The module variants as sub-list/sub-tuple will have 3 values, Module_Name, Image_Path and Object_Name . - (b) The List/Tuple can have several sub-lists/sub-tuples but the last element should be a method, - which connects to the start button on the module variants' page and help launch a certain module. - (ii) If the value is self.Under_Development then that module/module variant is marked as UNDER DEVELOPMENT. - -6) Object_Name, the third value in the sub-lists/sub-tuples, is used to tie to the Radiobuttons on each page thus making it easier to locate them. This is further used - in the methods to search the Radiobutton using it for the respective modules to be launched . - -7) Any further Levels will result in an error . -''' - -import os -from pathlib import Path -import re -from PyQt5.QtWidgets import QMessageBox,QApplication, QDialog, QMainWindow -import urllib.request -from update_version_check import Update -#from Thread import timer -from get_DPI_scale import scale - -############################ Pre-Build Database Updation/Creation ################# -sqlpath = Path('ResourceFiles/Database/Intg_osdag.sql') -sqlitepath = Path('ResourceFiles/Database/Intg_osdag.sqlite') - -if sqlpath.exists(): - if not sqlitepath.exists(): - cmd = 'sqlite3 ' + str(sqlitepath) + ' < ' + str(sqlpath) - os.system(cmd) - sqlpath.touch() - print('Database Created') - - elif sqlitepath.stat().st_size == 0 or sqlitepath.stat().st_mtime < sqlpath.stat().st_mtime - 1: - try: - sqlitenewpath = Path('ResourceFiles/Database/Intg_osdag_new.sqlite') - cmd = 'sqlite3 ' + str(sqlitenewpath) + ' < ' + str(sqlpath) - error = os.system(cmd) - print(error) - # if error != 0: - # raise Exception('SQL to SQLite conversion error 1') - # if sqlitenewpath.stat().st_size == 0: - # raise Exception('SQL to SQLite conversion error 2') - os.remove(sqlitepath) - sqlitenewpath.rename(sqlitepath) - sqlpath.touch() - print('Database Updated', sqlpath.stat().st_mtime, sqlitepath.stat().st_mtime) - except Exception as e: - sqlitenewpath.unlink() - print('Error: ', e) -######################################################################################### - -from PyQt5.QtCore import pyqtSlot,pyqtSignal, QObject, Qt,QSize, QFile, QTextStream, QCoreApplication -from PyQt5.QtWidgets import QMainWindow, QDialog,QMessageBox, QFileDialog, QApplication, QWidget, QLabel, QGridLayout, QVBoxLayout, QTabWidget, QRadioButton, QButtonGroup, QSizePolicy -from PyQt5.QtGui import QIcon -from PyQt5 import QtWidgets, QtCore, QtGui -from PyQt5 import uic -import math -import sys -from gui.ui_tutorial import Ui_Tutorial -from gui.ui_aboutosdag import Ui_AboutOsdag -from gui.ui_ask_question import Ui_AskQuestion -from gui.ui_design_summary import Ui_DesignReport -from gui.LeftPanel_Button import Ui_LPButton -from gui.Submodule_Page import Ui_Submodule_Page -from gui.ui_OsdagMainPage import Ui_MainWindow -from gui.ExceptionDialog import CriticalExceptionDialog -# from design_type.connection.fin_plate_connection import design_report_show -# from design_type.connection.fin_plate_connection import DesignReportDialog -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.cleat_angle_connection import CleatAngleConnection -from design_type.connection.seated_angle_connection import SeatedAngleConnection -from design_type.connection.end_plate_connection import EndPlateConnection -from design_type.connection.base_plate_connection import BasePlateConnection - -from design_type.connection.beam_cover_plate import BeamCoverPlate -from design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld -from design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld -from design_type.connection.beam_column_end_plate import BeamColumnEndPlate -from design_type.tension_member.tension_bolted import Tension_bolted -from design_type.tension_member.tension_welded import Tension_welded - -from design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice - -from design_type.connection.column_cover_plate import ColumnCoverPlate -from design_type.connection.column_end_plate import ColumnEndPlate -from design_type.compression_member.compression import Compression -#from design_type.tension_member.tension import Tension -# from cad.cad_common import call_3DBeam -import APP_CRASH.Appcrash.api as appcrash -import configparser -import os.path -import subprocess -if sys.platform == 'darwin': - print('its mac') - from gui.ui_template_for_mac import Ui_ModuleWindow -else: - from gui.ui_template import Ui_ModuleWindow -# from gui.ui_template import Ui_ModuleWindow -import io -import traceback -import time - -class MyTutorials(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_Tutorial() - self.ui.setupUi(self) - self.osdagmainwindow = parent - - -class MyAboutOsdag(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AboutOsdag() - self.ui.setupUi(self) - self.osdagmainwindow = parent - -class MyAskQuestion(QDialog): - def __init__(self, parent=None): - QDialog.__init__(self, parent) - self.ui = Ui_AskQuestion() - self.ui.setupUi(self) - self.osdagmainwindow = parent - -class New_Tab_Widget(QTabWidget): # Empty Custom Tab Widget - def __init__(self): - super().__init__() - #self.setTabShape(QTabWidget.Triangular) - - -class Submodule_Page(QWidget): # Module Varaints' page with a GridLayout and a Start Button - def __init__(self): - super().__init__() - self.ui=Ui_Submodule_Page() - self.ui.setupUi(self) - -class Submodule_Widget(QWidget): # Module Variant widget with a Name, RadioButton and an Image - def __init__(self,Iterative,parent): - super().__init__() - Module_Name,Image_Path,Object_Name=Iterative - layout=QVBoxLayout() - self.setLayout(layout) - label=QLabel(Module_Name) - layout.addWidget(label) - label.setObjectName('module_name_label') - self.rdbtn=QRadioButton() - self.rdbtn.setObjectName(Object_Name) - self.rdbtn.setIcon(QIcon(Image_Path)) - - self.rdbtn.setIconSize(QSize(scale*300, scale*300)) - - layout.addWidget(self.rdbtn) - self.setSizePolicy(QSizePolicy(QSizePolicy.Fixed, QSizePolicy.Fixed)) - -class ModulePage(QWidget): # Empty Page with a layout - def __init__(self,margin=0): - super().__init__() - self.layout=QGridLayout() - self.setLayout(self.layout) - self.layout.setContentsMargins(0,0,0,0) - -class LeftPanelButton(QWidget): # Custom Button widget for the Left Panel - def __init__(self,text): - super().__init__() - self.ui=Ui_LPButton() - self.ui.setupUi(self,scale) - self.ui.LP_Button.setText(text) #LP_Button is the QPushButton widget inside the LeftPanelButton Widget - - -class OsdagMainWindow(QMainWindow): - def __init__(self): - super().__init__() - resolution = QtWidgets.QDesktopWidget().screenGeometry() - width = resolution.width() - height = resolution.height() - - self.ui=Ui_MainWindow() - self.ui.setupUi(self) - self.ui.switch.toggled.connect(self.change_theme) - self.ui.comboBox_help.currentIndexChanged.connect(self.selection_change) - self.ui.myStackedWidget.currentChanged.connect(self.current_changed) - self.Under_Development='UNDER DEVELOPMENT' - self.Modules={ - 'Connection' : { - 'Shear Connection' : [ - ('Fin Plate','ResourceFiles/images/finplate.png','Fin_Plate'), - ('Cleat Angle','ResourceFiles/images/cleatAngle.png','Cleat_Angle'), - ('End Plate','ResourceFiles/images/endplate.png','End_Plate'), - ('Seated Angle','ResourceFiles/images/seatedAngle1.png','Seated_Angle'), - self.show_shear_connection, - ], - 'Moment Connection' :{ - 'Beam-to-Beam Splice' :[ - ('Cover Plate Bolted','ResourceFiles/images/bbcoverplatebolted.png','B2B_Cover_Plate_Bolted'), - ('Cover Plate Welded','ResourceFiles/images/bbcoverplatewelded.png','B2B_Cover_Plate_Welded'), - ('End Plate', 'ResourceFiles/images/bb_splice.png', 'B2B_End_Plate_Splice'), - self.show_moment_connection, - ], - 'Beam-to-Column': [ - ('End Plate', 'ResourceFiles/images/BC-EBW_GUI.png','BC_End_Plate'), - self.show_moment_connection_bc - ], - 'Column-to-Column Splice' :[ - ('Cover Plate Bolted','ResourceFiles/images/cccoverplatebolted.png','C2C_Cover_Plate_Bolted'), - ('Cover Plate Welded','ResourceFiles/images/cccoverplatewelded.png','C2C_Cover_Plate_Welded'), - ('End Plate','ResourceFiles/images/ccep_flush.png','C2C_End_Plate_Connection'), - self.show_moment_connection_cc, - ], - 'PEB' : self.Under_Development, - }, - 'Base Plate':[ - ('Base Plate Connection', 'ResourceFiles/images/base_plate.png', 'Base_Plate'), - self.show_base_plate, - ], - 'Truss Connection' : self.Under_Development, - }, - 'Tension Member' : [ - ('Bolted to End Gusset','ResourceFiles/images/bolted_ten.png','Tension_Bolted'), - ('Welded to End Gusset','ResourceFiles/images/welded_ten.png','Tension_Welded'), - self.show_tension_module, - ], - 'Compression Member' : self.Under_Development, - 'Flexural Member' : self.Under_Development, - 'Beam-Column' : self.Under_Development, - 'Plate Girder' : self.Under_Development, - 'Truss' : self.Under_Development, - '2D Frame' : self.Under_Development, - '3D Frame' : self.Under_Development, - 'Group Design' : self.Under_Development, - } - -####################################### UI Formation ################################ - for ModuleName in self.Modules: #Level 1 dictionary handling - Button= LeftPanelButton(ModuleName) - self.ButtonConnection(Button,list(self.Modules.keys()),ModuleName) - self.ui.verticalLayout.addWidget(Button) - if(type(self.Modules[ModuleName])==dict): #level 2 dictionary handling - Page= ModulePage() - self.ui.myStackedWidget.addWidget(Page) - Current_Module=self.Modules[ModuleName] - Tab_Widget=New_Tab_Widget() - Page.layout.addWidget(Tab_Widget) - for Submodule in Current_Module: - if(type(Current_Module[Submodule])==dict): #Level 3 dictionary handling - New_Tab=ModulePage() - Tab_Widget.addTab(New_Tab,Submodule) - Sub_Page= ModulePage() - New_Tab.layout.addWidget(Sub_Page) - Current_SubModule=Current_Module[Submodule] - Sub_Tab_Widget=New_Tab_Widget() - Sub_Page.layout.addWidget(Sub_Tab_Widget) - - for Sub_Sub_Module in Current_SubModule: - if(type(Current_SubModule[Sub_Sub_Module]) in [list,tuple]): # Final List/tuple Handling - New_Sub_Tab=Submodule_Page() - Sub_Tab_Widget.addTab(New_Sub_Tab,Sub_Sub_Module) - group=QButtonGroup(QWidget(Page)) - row,col=0,0 - n=math.floor((len(Current_SubModule[Sub_Sub_Module])-2)/2) - - for Selection in Current_SubModule[Sub_Sub_Module][:-1]: - widget=Submodule_Widget(Selection,New_Sub_Tab) - group.addButton(widget.rdbtn) - New_Sub_Tab.ui.gridLayout.addWidget(widget,row,col) - - if(col==n and len(Current_SubModule[Sub_Sub_Module])!=3): - row+=1 - col=0 - - else: - col+=1 - New_Sub_Tab.ui.StartButton.clicked.connect(Current_SubModule[Sub_Sub_Module][-1]) - - elif(Current_SubModule[Sub_Sub_Module]==self.Under_Development): # Final Under Development Handling - Sub_Tab_Widget.addTab(self.UnderDevelopmentModule(),Sub_Sub_Module) - - else: - raise ValueError - - elif(type(Current_Module[Submodule]) in [list,tuple]): #Level 3 list/tuple handling - New_Tab=Submodule_Page() - Tab_Widget.addTab(New_Tab,Submodule) - group=QButtonGroup(QWidget(Page)) - row,col=0,0 - n=math.floor((len(Current_Module[Submodule])-2)/2) - - for Selection in Current_Module[Submodule][:-1]: - widget=Submodule_Widget(Selection,New_Tab) - group.addButton(widget.rdbtn) - New_Tab.ui.gridLayout.addWidget(widget,row,col) - - if(col==n and len(Current_Module[Submodule])!=3): - row+=1 - col=0 - - else: - col+=1 - New_Tab.ui.StartButton.clicked.connect(Current_Module[Submodule][-1]) - - elif(Current_Module[Submodule]==self.Under_Development): #Level 3 Under Development handling - Tab_Widget.addTab(self.UnderDevelopmentModule(),Submodule) - - else: - raise ValueError - - elif(type(self.Modules[ModuleName]) in [list,tuple]): # Level 2 list/tuple handling - Page= Submodule_Page() - self.ui.myStackedWidget.addWidget(Page) - group=QButtonGroup(QWidget(Page)) - row,col=0,0 - n=math.floor((len(self.Modules[ModuleName])-2)/2) - - for Selection in self.Modules[ModuleName][:-1]: - widget=Submodule_Widget(Selection,Page) - group.addButton(widget.rdbtn) - Page.ui.gridLayout.addWidget(widget,row,col) - - if(col==n and len(self.Modules[ModuleName])!=3): - row+=1 - col=0 - - else: - col+=1 - Page.ui.StartButton.clicked.connect(self.Modules[ModuleName][-1]) - - elif(self.Modules[ModuleName]==self.Under_Development): #Level 2 Under Development handling - self.ui.myStackedWidget.addWidget(self.UnderDevelopmentModule()) - - else: - raise ValueError - - self.resize(width * (0.85), height * (0.75)) - self.center() - self.show() - - def center(self): - frameGm = self.frameGeometry() - screen = QtWidgets.QApplication.desktop().screenNumber(QtWidgets.QApplication.desktop().cursor().pos()) - centerPoint = QtWidgets.QApplication.desktop().screenGeometry(screen).center() - frameGm.moveCenter(centerPoint) - self.move(frameGm.topLeft()) - - @pyqtSlot(int) - def current_changed(self, index): - l = list(self.Modules.keys()) - items = list(self.ui.verticalLayout.itemAt(i) for i in range(self.ui.verticalLayout.count())) - # print(items,"hfhh") - for item in range(len(items)): - if item == index-1: - items[item].widget().ui.LP_Button.setStyleSheet(''' - - background-color: qradialgradient(cx: 0.5, cy: 0.5, radius: 2, fx: 0.5, fy: 1, stop: 0 rgba(130, 36, 38,190), stop: 0.2 rgb(171, 39, 42), stop: 0.4 rgba(255,30,30,32)); - - ''') - else: - items[item].widget().ui.LP_Button.setStyleSheet(";") - -################################ UI Methods ############################################### - - def closeEvent(self, event): - try: - sqlitepath = Path('ResourceFiles/Database/Intg_osdag.sqlite') - sqlpath = Path('ResourceFiles/Database/Intg_osdag.sql') - precisionscript = 'ResourceFiles/Database/precision.awk' - if sqlitepath.exists() and ( - not sqlpath.exists() or sqlpath.stat().st_size == 0 or sqlpath.stat().st_mtime < sqlitepath.stat().st_mtime - 1): - sqlnewpath = Path('ResourceFiles/Database/Intg_osdag_new.sql') - cmd = 'sqlite3 ' + str(sqlitepath) + ' .dump | gawk -f ' + precisionscript + ' > ' + str(sqlnewpath) - error = os.system(cmd) - # if error != 0: - # raise Exception('SQLite conversion to SQL error 1') - # if sqlnewpath.stat().st_size == 0: - # raise Exception('SQLite conversion to SQL error 2') - os.remove(sqlpath) - sqlnewpath.rename(sqlpath) - sqlitepath.touch() - print('DUMP updated') - except Exception as e: - sqlnewpath.unlink() - print('Error: ', e) - - def selection_change(self): - loc = self.ui.comboBox_help.currentText() - if loc == "Design Examples": - self.design_examples() - elif loc == "Video Tutorials": - self.open_tutorials() - elif loc == "About Osdag": - self.about_osdag() - elif loc == "Ask Us a Question": - self.ask_question() - elif loc == "Check for Update": - update_class = Update() - msg = update_class.notifi() - QMessageBox.information(self, 'Info',msg) - # elif loc == "FAQ": - # pass - - - def select_workspace_folder(self): - # This function prompts the user to select the workspace folder and returns the name of the workspace folder - config = configparser.ConfigParser() - config.read_file(open(r'Osdag.config')) - desktop_path = config.get("desktop_path", "path1") - folder = QFileDialog.getExistingDirectory(self, "Select Workspace Folder (Don't use spaces in the folder name)", desktop_path) - return folder - - @staticmethod - def UnderDevelopmentModule(): - Page= ModulePage() - label=QLabel('This Module is Currently Under Development') - Page.layout.addWidget(label) - label.setAlignment(Qt.AlignCenter) - label.setObjectName('under_development_label') - return Page - - def ButtonConnection(self,Button,Modules,ModuleName): - Button.ui.LP_Button.clicked.connect(lambda : self.ui.myStackedWidget.setCurrentIndex(Modules.index(ModuleName)+1)) - -#################################### Module Launchers ########################################## - - @pyqtSlot() - def show_shear_connection(self): - if self.findChild(QRadioButton,'Fin_Plate').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(FinPlateConnection, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton,'Cleat_Angle').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(CleatAngleConnection, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton,'Seated_Angle').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow( SeatedAngleConnection, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton,'End_Plate').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(EndPlateConnection, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - else: - QMessageBox.about(self, "INFO", "Please select appropriate connection") - - def show_moment_connection(self): - if self.findChild(QRadioButton,'B2B_Cover_Plate_Bolted').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(BeamCoverPlate, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton,'B2B_Cover_Plate_Welded').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(BeamCoverPlateWeld, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - # elif self.findChild(QRadioButton,'B2B_End_Plate_Connection').isChecked(): - # self.hide() - # self.ui2 = Ui_ModuleWindow(BeamBeamEndPlateSplice,' ') - # self.ui2.show() - # self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton, 'B2B_End_Plate_Splice').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(BeamBeamEndPlateSplice, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - def show_moment_connection_bc(self): - if self.findChild(QRadioButton,'BC_End_Plate').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(BeamColumnEndPlate, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - def show_base_plate(self): - if self.findChild(QRadioButton, 'Base_Plate').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(BasePlateConnection, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - def show_moment_connection_cc(self): - if self.findChild(QRadioButton,'C2C_Cover_Plate_Bolted').isChecked() : - self.hide() - self.ui2 = Ui_ModuleWindow(ColumnCoverPlate, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - elif self.findChild(QRadioButton,'C2C_Cover_Plate_Welded').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(ColumnCoverPlateWeld, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - elif self.findChild(QRadioButton,'C2C_End_Plate_Connection').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(ColumnEndPlate, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - def show_compression_module(self): - # folder = self.select_workspace_folder() - # folder = str(folder) - # if not os.path.exists(folder): - # if folder == '': - # pass - # else: - # os.mkdir(folder, 0o755) - # - # root_path = folder - # images_html_folder = ['images_html'] - # flag = True - # for create_folder in images_html_folder: - # if root_path == '': - # flag = False - # return flag - # else: - # try: - # os.mkdir(os.path.join(root_path, create_folder)) - # except OSError: - # shutil.rmtree(os.path.join(folder, create_folder)) - # os.mkdir(os.path.join(root_path, create_folder)) - if self.findChild(QRadioButton,'Compression_Bolted').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(Compression, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - elif self.findChild(QRadioButton,'Compression_Welded').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(Compression, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - def show_tension_module(self): - # folder = self.select_workspace_folder() - # folder = str(folder) - # if not os.path.exists(folder): - # if folder == '': - # pass - # else: - # os.mkdir(folder, 0o755) - # - # root_path = folder - # images_html_folder = ['images_html'] - # flag = True - # for create_folder in images_html_folder: - # if root_path == '': - # flag = False - # return flag - # else: - # try: - # os.mkdir(os.path.join(root_path, create_folder)) - # except OSError: - # shutil.rmtree(os.path.join(folder, create_folder)) - # os.mkdir(os.path.join(root_path, create_folder)) - - if self.findChild(QRadioButton,'Tension_Bolted').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(Tension_bolted, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - - elif self.findChild(QRadioButton,'Tension_Welded').isChecked(): - self.hide() - self.ui2 = Ui_ModuleWindow(Tension_welded, ' ') - self.ui2.show() - self.ui2.closed.connect(self.show) - -################################# Help Actions ############################################ - - def about_osdag(self): - dialog = MyAboutOsdag(self) - dialog.show() - - def open_osdag(self): - self.about_osdag() - - def tutorials(self): - dialog = MyTutorials(self) - dialog.show() - - def open_tutorials(self): - self.tutorials() - - def ask_question(self): - dialog = MyAskQuestion(self) - dialog.show() - - def open_question(self): - self.ask_question() - - def design_examples(self): - root_path = os.path.join('ResourceFiles', 'html_page', '_build', 'html') - for html_file in os.listdir(root_path): - # if html_file.startswith('index'): - print(os.path.splitext(html_file)[1]) - if os.path.splitext(html_file)[1] == '.html': - if sys.platform == ("win32" or "win64"): - os.startfile(os.path.join(root_path, html_file)) - else: - opener ="open" if sys.platform == "darwin" else "xdg-open" - subprocess.call([opener, "%s/%s" % (root_path, html_file)]) - - def change_theme(self): - state = self.ui.switch.isChecked() - toggle_stylesheet(state) - -# class SystemTrayIcon(QtWidgets.QSystemTrayIcon): -# -# def __init__(self, icon, parent=None): -# QtWidgets.QSystemTrayIcon.__init__(self, icon, parent) -# self.parent = parent -# menu = QtWidgets.QMenu(self.parent) -# self.setContextMenu(menu) -# menu.addAction("Exit", self.exit) -# -# -# def exit(self): -# QCoreApplication.exit() - -######################### UpDateNotifi ################ - -# class Update(QMainWindow): -# def __init__(self, old_version): -# super().__init__() -# self.old_version=old_version -# def notifi(self): -# try: -# url = "https://anshulsingh-py.github.io/test/version.txt" -# file = urllib.request.urlopen(url) -# for line in file: -# decoded_line = line.decode("utf-8") -# new_version = decoded_line.split("=")[1] -# if int(new_version) > self.old_version: -# print("update") -# msg = QMessageBox.information(self, 'Update available','Click to downlaod') -# except: -# print("No internet connection") - -def toggle_stylesheet(state): - app = QApplication.instance() - if app is None: - raise RuntimeError("No Qt Application found.") - if state: - path = 'darkstyle.qss' - else: - path = 'light.qss' - theme_path = os.path.join(os.path.dirname(__file__), 'themes', path) - file = QFile(theme_path) - file.open(QFile.ReadOnly | QFile.Text) - stream = QTextStream(file) - app.setStyleSheet(stream.readAll()) - -def hook_exception(exc_type, exc_value, tracebackobj): - - instance = QApplication.instance() - # KeyboardInterrupt is a special case. - # We don't raise the error dialog when it occurs. - if issubclass(exc_type, KeyboardInterrupt): - if instance: - instance.closeAllWindows() - return - - separator = '-' * 80 - notice = \ - """An unhandled exception occurred. Please report the problem\n""" \ - """using the error reporting dialog or raise the issue to {}.\n""" \ - """\n\nError information:\n""".format('github.com/osdag-admin/Osdag') - time_string = time.strftime("%Y-%m-%d, %H:%M:%S") - - tbinfofile = io.StringIO() - traceback.print_tb(tracebackobj, None, tbinfofile) - tbinfofile.seek(0) - tbinfo = tbinfofile.read() - errmsg = '%s: \n%s' % (str(exc_type), str(exc_value)) - - sections = [separator, time_string, separator, errmsg, separator, tbinfo] - msg = '\n'.join(sections) - error_box.text_edit.setText(str(notice) + str(msg)) - error_box.titlebar.save_log.clicked.connect(save_log(str(notice)+str(msg))) - error_box.titlebar.report_issue.clicked.connect(send_crash_report) - - error_box.setWindowModality(QtCore.Qt.ApplicationModal) - if not error_box.exec_(): - instance.quit() - -def save_log(log): - def save_(): - file_type = "log (*.log)" - filename, _ = QFileDialog.getSaveFileName(QFileDialog(), "Save File As", '', file_type) - if filename: - with open(filename,'w') as file: - file.write(log) - QMessageBox.information(QMessageBox(), "Information", "Log saved successfully.") - return save_ - -def get_system_info(): - return 'OS: %s\nPython: %r' % (sys.platform, sys.version_info) - -def get_application_log(): - return error_box.text_edit.toPlainText() - -def send_crash_report(): - appcrash.get_application_log = get_application_log - appcrash.get_system_information = get_system_info - appcrash.show_report_dialog() - -class SystemTrayIcon(QtWidgets.QSystemTrayIcon): - - def __init__(self, icon, parent=None): - QtWidgets.QSystemTrayIcon.__init__(self, icon, parent) - self.parent = parent - menu = QtWidgets.QMenu(self.parent) - self.setContextMenu(menu) - menu.addAction("Exit", self.exit) - - - def exit(self): - QCoreApplication.exit() - - - - -if __name__ == '__main__': - # from cad.common_logic import CommonDesignLogic - from multiprocessing import Pool - import multiprocessing - - # app = QApplication(sys.argv) - # screen = app.screens()[0] - # dpi = screen.physicalDotsPerInch() - # scale = round(dpi/140.0,1) - # - # print('scale', dpi, scale,scale*300) - path = os.path.join(os.path.dirname(__file__), 'themes', 'light.qss') - file = QFile(path) - file.open(QFile.ReadOnly | QFile.Text) - stream = QTextStream(file) - app = QApplication(sys.argv) - app.setStyleSheet(stream.readAll()) - app.setStyle('Fusion') - - # path = os.path.join(os.path.dirname(__file__), 'ResourceFiles', 'images', 'Osdag.png') - window = OsdagMainWindow() - - # trayIcon = SystemTrayIcon(QtGui.QIcon(path), window) - - ############################ Exception Dialog and Error Reporting ################### - - error_box = CriticalExceptionDialog() - - GITHUB_OWNER = 'osdag-admin' # username of the github account where crash report is to be submitted - GITHUB_REPO = 'Osdag' # repo name - EMAIL = 'your.email@provider.com' # Email address of developers - - appcrash.install_backend(appcrash.backends.GithubBackend(GITHUB_OWNER, GITHUB_REPO)) - appcrash.install_backend(appcrash.backends.EmailBackend(EMAIL, 'Osdag')) - - #my_settings = QtCore.QSettings('FOSSEE','osdag') - #appcrash.set_qsettings(my_settings) - ''' - You can save your GitHub username and password across each sessions so that you don't have to enter it each time you report an issue. - - Simply uncomment above two lines. To use QSetings we need to give an organisation name and the application name (compulsory). - - For example, 'FOSSEE' is an organisation name and 'Osdag' is the application name in the above QSettings. Feel free to change them to suit your requirement, but try to keep it constant. - Do not change it frequently. - - ''' - - ############################ Exception Dialog and Error Reporting ################### - - # trayIcon.show() - - try: - # window.notification2() - #update = Update(0) - #update.notifi() - - sys.excepthook = hook_exception - QCoreApplication.exit(app.exec_()) # to properly close the Qt Application use QCoreApplication instead of sys - except BaseException as e: - print("ERROR", e) diff --git a/osdagMainSettings.py b/osdagMainSettings.py deleted file mode 100644 index 2769d4d30..000000000 --- a/osdagMainSettings.py +++ /dev/null @@ -1,4 +0,0 @@ - - -def backend_name(): - return "qt-pyqt5" diff --git a/osdag_api/__init__.py b/osdag_api/__init__.py deleted file mode 100644 index 7b74ce918..000000000 --- a/osdag_api/__init__.py +++ /dev/null @@ -1,31 +0,0 @@ -from osdag_api.module_finder import * - -developed_modules = [ - "Fin Plate Connection","End Plate Connection","Cleat Angle Connection","Seated Angle Connection" -] -module_dict = [ - { - "key": "Fin Plate Connection", - "image": "/static/images/modules/fin_plate_connection.png", - "name": "Fin Plate", - "path": "Connection/Shear Connection" - }, - { - "key": "End Plate Connection", - "image": "/static/images/modules/end_plate_connection.png", - "name": "End Plate", - "path": "Connection/Shear Connection" - }, - { - "key": "Cleat Angle Connection", - "image":"/static/images/modules/cleat_angle_connection.png", - "name":"Cleat Angle", - "path":"Connection/Shear Connection" - }, - { - "key":"Seated Angle Connection", - "image":"/static/images/modules/seated_angle_connection.png", - "name":"Seated Angle", - "path":"Connection/Shear Connection" - } -] \ No newline at end of file diff --git a/osdag_api/errors.py b/osdag_api/errors.py deleted file mode 100644 index 76dc72e71..000000000 --- a/osdag_api/errors.py +++ /dev/null @@ -1,17 +0,0 @@ -"""Define all exceptions used in the Osdag api.""" - -import typing - -class OsdagApiException(Exception): - """Super class for all Osdag api exceptions.""" - pass - -class MissingKeyError(OsdagApiException): - """Raised when a design parameter is missing from the input parameters.""" - def __init__(self, key: str): - super(MissingKeyError, self).__init__("Please specify " + key + " in input values.") - -class InvalidInputTypeError(OsdagApiException): - """Raised when an input parameter is of wrong type.""" - def __init__(self, key: str, type: str): - super(InvalidInputTypeError, self).__init__("Input Parameter " + key + " should be of type " + type + " .") \ No newline at end of file diff --git a/osdag_api/module_finder.py b/osdag_api/module_finder.py deleted file mode 100644 index 63e4b95cd..000000000 --- a/osdag_api/module_finder.py +++ /dev/null @@ -1,42 +0,0 @@ -from osdag_api.modules import fin_plate_connection,end_plate_connection,cleat_angle_connection,seated_angle_connection -from types import ModuleType -import typing -from typing import Dict, Any, List, _Protocol -class ModuleApiType(_Protocol): - - def validate_input(self, input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - pass - def get_required_keys(self) -> List[str]: - pass - def create_module(self) -> Any: - """Create an instance of themodule design class and set it up for use""" - pass - def create_from_input(self, input_values: Dict[str, Any]) -> Any: - """Create an instance of the module design class from input values.""" - pass - def generate_output(self, input_values: Dict[str, Any]) -> Dict[str, Any]: - """ - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - pass - def create_cad_model(self, input_values: Dict[str, Any], section: str, session: str) -> str: - """Generate the CAD model from input values as a BREP file. Return file path.""" - pass -module_dict : Dict[str, ModuleApiType] = { - 'Fin Plate Connection': fin_plate_connection, - 'End Plate Connection':end_plate_connection, - 'Cleat Angle Connection':cleat_angle_connection, - 'Seated Angle Connection':seated_angle_connection -} -def get_module_api(module_id: str) -> ModuleApiType: - """Return the api for the specified module""" - module = module_dict[module_id] - return module \ No newline at end of file diff --git a/osdag_api/modules/cleat_angle_connection.py b/osdag_api/modules/cleat_angle_connection.py deleted file mode 100644 index cd61c85da..000000000 --- a/osdag_api/modules/cleat_angle_connection.py +++ /dev/null @@ -1,372 +0,0 @@ -from osdag_api.validation_utils import validate_arr, validate_num, validate_string -from osdag_api.errors import MissingKeyError, InvalidInputTypeError -from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type -import osdag_api.modules.shear_connection_common as scc -from OCC.Core import BRepTools -from cad.common_logic import CommonDesignLogic -# Will log a lot of unnessecary data. -from design_type.connection.cleat_angle_connection import CleatAngleConnection -import sys -import os -from typing import Dict, Any, List -import traceback - -old_stdout = sys.stdout # Backup log -sys.stdout = open(os.devnull, "w") # redirect stdout -sys.stdout = old_stdout # Reset log - -def get_required_keys_cleat_angle() -> List[str]: - return [ - "Bolt.Bolt_Hole_Type", - "Bolt.Diameter", - "Bolt.Grade", - "Bolt.Slip_Factor", - "Bolt.TensionType", - "Bolt.Type", - "Connectivity", - "Connector.Material", - "Design.Design_Method", - "Detailing.Corrosive_Influences", - "Detailing.Edge_type", - "Detailing.Gap", - "Load.Shear", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab", - "Weld.Material_Grade_OverWrite", - "Connector.Plate.Thickness_List", - ] - -def validate_input(input_values: Dict[str,Any])-> None: - #check iif all required keys exist - required_keys = get_required_keys_cleat_angle() - # check if input_values contains all required keys - missing_keys = contains_keys(input_values, required_keys) - if missing_keys != None: #if keys are missing. - #Raise error for the first missinf key. - raise MissingKeyError(missing_keys[0]) - - #check if Cleat.Angle_Type is a string. - if not isinstance(input_values["Bolt.Bolt_Hole_Type"],str): - #if not raise an error - raise InvalidInputTypeError("Bolt.Bolt_Hole_Type") - - #validate Bolt Diameter - bolt_diameter =input_values["Bolt.Diameter"] - if (not isinstance(bolt_diameter,list) - or not validate_list_type(bolt_diameter,str) - or not custom_list_validation(bolt_diameter)): - raise InvalidInputTypeError( - "Bolt.Diameter","non empty List[str] where all items can be converted to int" - ) - - # validate cleat grade - bolt_grade = input_values["Bolt.Grade"] - if(not isinstance(bolt_grade,list) - or not validate_list_type(bolt_grade,str) - or not custom_list_validation(bolt_grade,float_able)): - - #if any condition fail raise an error - raise InvalidInputTypeError( - "Bolt.Grade", "non empty List[str] where all items can be converted to float" - ) - - #Validate Cleat.Slip_Factor - bolt_slipfactor = input_values["Bolt.Slip_Factor"] - if (not isinstance(bolt_slipfactor,str) - or not float_able(bolt_slipfactor)): - raise InvalidInputTypeError( - "Bolt.Slip_Factor", "str where str can be converted to float" - ) - - #Validate Cleat.TensionType - if not isinstance(input_values["Bolt.TensionType"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.TensionType", "str") - - #Validate Cleat.Type - if not isinstance(input_values["Bolt.Type"], str): - raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. - - # validate connectivity - if not isinstance(input_values["Connectivity"], str): - # If not, raise error. - raise InvalidInputTypeError("Connectivity", "str") - - #Validate Connector Material - if not isinstance(input_values["Connector.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Connector.Material", "str") - - # Validate Design.Design_Method - # Check if Design.Design_Method is a string. - if not isinstance(input_values["Design.Design_Method"], str): - # If not, raise error. - raise InvalidInputTypeError("Design.Design_Method", "str") - - # Validate Detailing.Corrosive_Influences - # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. - if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): - # If not, raise error. - raise InvalidInputTypeError( - "Detailing.Corrosive_Influences", "'Yes' or 'No'") - - # Validate Detailing.Edge_type - # Check if Detailing.Edge_type is a string. - if not isinstance(input_values["Detailing.Edge_type"], str): - # If not, raise error. - raise InvalidInputTypeError("Detailing.Edge_type", "str") - - # Validate Detailing.Gap - detailing_gap = input_values["Detailing.Gap"] - if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. - or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Detailing.Gap", "str where str can be converted to int") - - - # Validate Load.Shear - load_shear = input_values["Load.Shear"] - if (not isinstance(load_shear, str) # Check if Load.Shear is a string. - or not int_able(load_shear)): # Check if Load.Shear can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Shear", "str where str can be converted to int") - - # Validate Material - # Check if Material is a string. - if not isinstance(input_values["Material"], str): - raise InvalidInputTypeError("Material", "str") # If not, raise error. - - # Validate Member.Supported_Section.Designation - # Check if Member.Supported_Section.Designation is a string. - if not isinstance(input_values["Member.Supported_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supported_Section.Designation", "str") - - # Validate Member.Supported_Section.Material - # Check if Member.Supported_Section.Material is a string. - if not isinstance(input_values["Member.Supported_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Member.Supported_Section.Material", "str") - - # Validate Member.Supporting_Section.Designation - # Check if Member.Supporting_Section.Designation is a string. - if not isinstance(input_values["Member.Supporting_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Designation", "str") - - # Validate Member.Supporting_Section.Material - # Check if Member.Supporting_Section.Material is a string. - if not isinstance(input_values["Member.Supporting_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Material", "str") - - # Validate Module - # Check if Module is a string. - if not isinstance(input_values["Module"], str): - raise InvalidInputTypeError("Module", "str") # If not, raise error. - - # Validate Weld.Fab - # Check if Weld.Fab is a string. - if not isinstance(input_values["Weld.Fab"], str): - raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. - - # Validate Weld.Material_Grade_OverWrite - weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] - if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. - or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") - - # Validate Connector.Plate.Thickness_List - connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] - if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. - # Check if all items in Connector.Plate.Thickness_List are str. - or not validate_list_type(connector_plate_thicknesslist, str) - or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. - raise InvalidInputTypeError( - "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") - - -def validate_input_new(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys_cleat_angle() - print('required_keys : ' , required_keys) - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - print('missing keys : ' , missing_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - print("missing keys is not None") - raise MissingKeyError(missing_keys[0]) - - - # Validate key types using loops. - - # Validate all strings. - str_keys = ["Bolt.Bolt_Hole_Type", # List of all parameters that are strings - "Bolt.TensionType", - "Bolt.Type", - "Bolt.Connectivity", - "Bolt.Connector_Material", - "Design.Design_Method", - "Detailing.Edge_type", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab"] - for key in str_keys: # Loop through all keys. - print('validating string key') - - try : - validate_string(key) # Check if key is a string. If not, raise error. - except : - print('error in validating string keys') - print('string key passed : ' , key ) - - # Validate for keys that are numbers - num_keys = [("Bolt.Slip_Factor", True) # List of all parameters that are numbers (key, is_float) - ("Detailing.Gap", False), - ("Load.Shear", False), - ("Weld.Material_Grade_OverWrite", False)] - for key in num_keys: # Loop through all keys. - # Check if key is a number. If not, raise error. - print('validating num keys') - validate_num(key[0], key[1]) - - # Validate for keys that are arrays - arr_keys = [("Bolt.Diameter", False), # List of all parameters that can be converted to numbers (key, is_float) - ("Bolt.Grade", True), - ("Connector.Plate.Thickness_List", False)] - for key in arr_keys: - print('validating arr key') - # Check if key is a list where all items can be converted to numbers. If not, raise error. - validate_arr(key[0], key[1]) - -def create_module() -> CleatAngleConnection: - """Create an instance of the cleat angle connection module design class and set it up for use""" - module = CleatAngleConnection() # Create an instance of the CleatAngleConnection - module.set_osdaglogger(None) - return module - -def create_from_input(input_values: Dict[str, Any]) -> CleatAngleConnection: - """Create an instance of the cleat angle connection module design class from input values.""" - # validate_input(input_values) - try : - module = create_module() # Create module instance. - except Exception as e : - print('e in create_module : ' , e) - print('error in creating module') - - # Set the input values on the module instance. - try : - module.set_input_values(input_values) - except Exception as e : - traceback.print_exc() - print('e in set_input_values : ' , e) - print('error in setting the input values') - - return module - -def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - """ - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - output = {} # Dictionary for formatted values - module = create_from_input(input_values) # Create module from input. - print('module : ' , module) - print('type of module : ' , type(module)) - - # Generate output values in unformatted form. - raw_output_text = module.output_values(True) - raw_output_spacing = module.spacing(True) # Generate output val - # raw_output_capacities = module.capacities(True) - logs = module.logs - raw_output = raw_output_spacing + raw_output_text - # os.system("clear") - # Loop over all the text values and add them to ouptut dict. - for param in raw_output: - if param[2] == "TextBox": # If the parameter is a text output, - key = param[0] # id/key - label = param[1] # label text. - value = param[3] # Value as string. - output[key] = { - "key": key, - "label": label, - "value": value - } # Set label, key and value in output - return output, logs - - -def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - """Generate the CAD model from input values as a BREP file. Return file path.""" - if section not in ("Model", "Beam", "Column", "Plate"): # Error checking: If section is valid. - raise InvalidInputTypeError( - "section", "'Model', 'Beam', 'Column' or 'Plate'") - module = create_from_input(input_values) # Cr`eate module from input. - print('module from input values : ' , module) - # Object that will create the CAD model. - try : - print(module.module) - cld = CommonDesignLogic(None, '', module.module , module.mainmodule) - except Exception as e : - print('error in cld e : ' , e) - - try : - # Setup the calculations object for generating CAD model. - scc.setup_for_cad(cld, module) - except Exception as e : - traceback.print_exc() - print('Error in setting up cad e : ' , e) - - # The section of the module that will be generated. - cld.component = section - - try : - model = cld.create2Dcad() # Generate CAD Model. - except Exception as e : - print('Error in cld.create2Dcad() e : ' , e) - return False - - # check if the cad_models folder exists or not - # if no, then create one - if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/cad_models/"))) : - print('path does not exists cad_models , creating one') - os.mkdir(os.path.join(os.getcwd() , "file_storage/cad_models/")) - - print('2d model : ' , model) - # os.system("clear") # clear the terminal - file_name = session + "_" + section + ".brep" - file_path = "file_storage/cad_models/" + file_name - print('brep file path in create_cad_model : ' , file_path) - - try : - BRepTools.breptools.Write(model, file_path) # Generate CAD Model - except Exception as e : - print('Writing to BREP file failed e : ' , e) - - return file_path - - diff --git a/osdag_api/modules/end_plate_connection.py b/osdag_api/modules/end_plate_connection.py deleted file mode 100644 index e17e54d82..000000000 --- a/osdag_api/modules/end_plate_connection.py +++ /dev/null @@ -1,394 +0,0 @@ - -from osdag_api.validation_utils import validate_arr, validate_num, validate_string -from osdag_api.errors import MissingKeyError, InvalidInputTypeError -from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type -import osdag_api.modules.shear_connection_common as scc -from OCC.Core import BRepTools -from cad.common_logic import CommonDesignLogic -# Will log a lot of unnessecary data. -from design_type.connection.fin_plate_connection import FinPlateConnection -from design_type.connection.end_plate_connection import EndPlateConnection -import sys -import os -import typing -from typing import Dict, Any, List -old_stdout = sys.stdout # Backup log -sys.stdout = open(os.devnull, "w") # redirect stdout -sys.stdout = old_stdout # Reset log - - -def get_required_keys() -> List[str]: - return [ - "Bolt.Bolt_Hole_Type", - "Bolt.Diameter", - "Bolt.Grade", - "Bolt.Slip_Factor", - "Bolt.TensionType", - "Bolt.Type", - "Connectivity", - "Connector.Material", - "Design.Design_Method", - "Detailing.Corrosive_Influences", - "Detailing.Edge_type", - "Detailing.Gap", - "Load.Axial", - "Load.Shear", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab", - "Weld.Material_Grade_OverWrite", - "Connector.Plate.Thickness_List", - ] - - -def validate_input(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys() - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - raise MissingKeyError(missing_keys[0]) - - # Validate key types one by one: - - # Validate Bolt.Bolt_Hole_Type. - # Check if Bolt.Bolt_Hole_Type is a string. - if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") - - # Validate Bolt.Diameter. - bolt_diameter = input_values["Bolt.Diameter"] - if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. - # Check if all items in Bolt.Diameter are str. - or not validate_list_type(bolt_diameter, str) - or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Diameter", "non empty List[str] where all items can be converted to int") - - # Validate Bolt.Grade - bolt_grade = input_values["Bolt.Grade"] - if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. - # Check if all items in Bolt.Grade are str. - or not validate_list_type(bolt_grade, str) - or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Grade", "non empty List[str] where all items can be converted to float") - - # Validate Bolt.Slip_Factor - bolt_slipfactor = input_values["Bolt.Slip_Factor"] - if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. - or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Slip_Factor", "str where str can be converted to float") - - # Validate Bolt.TensionType - # Check if Bolt.TensionType is a string. - if not isinstance(input_values["Bolt.TensionType"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.TensionType", "str") - - # Validate Bolt.Type - # Check if Bolt.Type is a string. - if not isinstance(input_values["Bolt.Type"], str): - raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. - - # Validate Connectivity - # Check if Connectivity is a string. - if not isinstance(input_values["Connectivity"], str): - # If not, raise error. - raise InvalidInputTypeError("Connectivity", "str") - - # Validate Connector.Material - # Check if Connector.Material is a string. - if not isinstance(input_values["Connector.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Connector.Material", "str") - - # Validate Design.Design_Method - # Check if Design.Design_Method is a string. - if not isinstance(input_values["Design.Design_Method"], str): - # If not, raise error. - raise InvalidInputTypeError("Design.Design_Method", "str") - - # Validate Detailing.Corrosive_Influences - # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. - if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): - # If not, raise error. - raise InvalidInputTypeError( - "Detailing.Corrosive_Influences", "'Yes' or 'No'") - - # Validate Detailing.Edge_type - # Check if Detailing.Edge_type is a string. - if not isinstance(input_values["Detailing.Edge_type"], str): - # If not, raise error. - raise InvalidInputTypeError("Detailing.Edge_type", "str") - - # Validate Detailing.Gap - detailing_gap = input_values["Detailing.Gap"] - if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. - or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Detailing.Gap", "str where str can be converted to int") - - # Validate Load.Axial - load_axial = input_values["Load.Axial"] - if (not isinstance(load_axial, str) # Check if Load.Axial is a string. - or not int_able(load_axial)): # Check if Load.Axial can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Axial", "str where str can be converted to int") - - # Validate Load.Shear - load_shear = input_values["Load.Shear"] - if (not isinstance(load_shear, str) # Check if Load.Shear is a string. - or not int_able(load_shear)): # Check if Load.Shear can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Shear", "str where str can be converted to int") - - # Validate Material - # Check if Material is a string. - if not isinstance(input_values["Material"], str): - raise InvalidInputTypeError("Material", "str") # If not, raise error. - - # Validate Member.Supported_Section.Designation - # Check if Member.Supported_Section.Designation is a string. - if not isinstance(input_values["Member.Supported_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supported_Section.Designation", "str") - - # Validate Member.Supported_Section.Material - # Check if Member.Supported_Section.Material is a string. - if not isinstance(input_values["Member.Supported_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Member.Supported_Section.Material", "str") - - # Validate Member.Supporting_Section.Designation - # Check if Member.Supporting_Section.Designation is a string. - if not isinstance(input_values["Member.Supporting_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Designation", "str") - - # Validate Member.Supporting_Section.Material - # Check if Member.Supporting_Section.Material is a string. - if not isinstance(input_values["Member.Supporting_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Material", "str") - - # Validate Module - # Check if Module is a string. - if not isinstance(input_values["Module"], str): - raise InvalidInputTypeError("Module", "str") # If not, raise error. - - # Validate Weld.Fab - # Check if Weld.Fab is a string. - if not isinstance(input_values["Weld.Fab"], str): - raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. - - # Validate Weld.Material_Grade_OverWrite - weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] - if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. - or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") - - # Validate Connector.Plate.Thickness_List - connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] - if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. - # Check if all items in Connector.Plate.Thickness_List are str. - or not validate_list_type(connector_plate_thicknesslist, str) - or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. - raise InvalidInputTypeError( - "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") - - -def validate_input_new(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys() - print('required_keys : ' , required_keys) - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - print('missing keys : ' , missing_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - print("missing keys is not None") - raise MissingKeyError(missing_keys[0]) - - # Validate key types using loops. - - # Validate all strings. - str_keys = ["Bolt.Bolt_Hole_Type", # List of all parameters that are strings - "Bolt.TensionType", - "Bolt.Type", - "Bolt.Connectivity", - "Bolt.Connector_Material", - "Design.Design_Method", - "Detailing.Edge_type", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab"] - for key in str_keys: # Loop through all keys. - print('validating string key') - - try : - validate_string(key) # Check if key is a string. If not, raise error. - except : - print('error in validating string keys') - print('string key passed : ' , key ) - - # Validate for keys that are numbers - num_keys = [("Bolt.Slip_Factor", True) # List of all parameters that are numbers (key, is_float) - ("Detailing.Gap", False), - ("Load.Axial", False), - ("Load.Shear", False), - ("Weld.Material_Grade_OverWrite", False)] - for key in num_keys: # Loop through all keys. - # Check if key is a number. If not, raise error. - print('validating num keys') - validate_num(key[0], key[1]) - - # Validate for keys that are arrays - arr_keys = [("Bolt.Diameter", False), # List of all parameters that can be converted to numbers (key, is_float) - ("Bolt.Grade", True), - ("Connector.Plate.Thickness_List", False)] - for key in arr_keys: - print('validating arr key') - # Check if key is a list where all items can be converted to numbers. If not, raise error. - validate_arr(key[0], key[1]) - - -def create_module() -> EndPlateConnection: - """Create an instance of the End plate connection module design class and set it up for use""" - module = EndPlateConnection() # Create an instance of the FinPlateConnection - module.set_osdaglogger(None) - return module - - -def create_from_input(input_values: Dict[str, Any]) -> EndPlateConnection: - """Create an instance of the End plate connection module design class from input values.""" - # validate_input(input_values) - try : - module = create_module() # Create module instance. - except Exception as e : - print('e in create_module : ' , e) - print('error in creating module') - - # Set the input values on the module instance. - try : - module.set_input_values(input_values) - except Exception as e : - print('e in set_input_values : ' , e) - print('error in setting the input values') - - return module - - -def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - """ - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - output = {} # Dictionary for formatted values - module = create_from_input(input_values) # Create module from input. - print('module : ' , module) - print('type of module : ' , type(module)) - - # Generate output values in unformatted form. - raw_output_text = module.output_values(True) - raw_output_spacing = module.spacing(True) # Generate output val - raw_output_capacities = module.capacities(True) - raw_output_bolt_capacity = module.bolt_capacity_details(True) - logs = module.logs - print("LOGSS AREE ",module.logs) - raw_output = raw_output_capacities + raw_output_spacing + raw_output_text + raw_output_bolt_capacity - # os.system("clear") - # Loop over all the text values and add them to ouptut dict. - for param in raw_output: - if param[2] == "TextBox": # If the parameter is a text output, - key = param[0] # id/key - label = param[1] # label text. - value = param[3] # Value as string. - output[key] = { - "key": key, - "label": label, - "value": value - } # Set label, key and value in output - return output, logs - - -def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - """Generate the CAD model from input values as a BREP file. Return file path.""" - if section not in ("Model", "Beam", "Column", "Plate"): # Error checking: If section is valid. - raise InvalidInputTypeError( - "section", "'Model', 'Beam', 'Column' or 'Plate'") - module = create_from_input(input_values) # Create module from input. - print('module from input values : ' , module) - # Object that will create the CAD model. - try : - cld = CommonDesignLogic(None, '', module.module , module.mainmodule) - except Exception as e : - print('error in cld e : ' , e) - - try : - # Setup the calculations object for generating CAD model. - scc.setup_for_cad(cld, module) - except Exception as e : - print('Error in setting up cad e : ' , e) - - # The section of the module that will be generated. - cld.component = section - - try : - model = cld.create2Dcad() # Generate CAD Model. - except Exception as e : - print('Error in cld.create2Dcad() e : ' , e) - return False - - # check if the cad_models folder exists or not - # if no, then create one - if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/cad_models/"))) : - print('path does not exists cad_models , creating one') - os.mkdir(os.path.join(os.getcwd() , "file_storage/cad_models/")) - - print('2d model : ' , model) - # os.system("clear") # clear the terminal - file_name = session + "_" + section + ".brep" - file_path = "file_storage/cad_models/" + file_name - print('brep file path in create_cad_model : ' , file_path) - - try : - BRepTools.breptools.Write(model, file_path) # Generate CAD Model - except Exception as e : - print('Writing to BREP file failed e : ' , e) - - return file_path - - diff --git a/osdag_api/modules/fin_plate_connection.py b/osdag_api/modules/fin_plate_connection.py deleted file mode 100644 index 172391544..000000000 --- a/osdag_api/modules/fin_plate_connection.py +++ /dev/null @@ -1,416 +0,0 @@ -""" -Api for Fin Plate Connection module -Functions: - get_required_keys() -> List[str]: - Return all required input parameters for the module. - validate_input(input_values: Dict[str, Any]) -> None: - Go through all the input parameters. - Check if all required parameters are given. - Check if all parameters are of correct data type. - create_module() -> FinPlateConnection: - Create an instance of the fin plate connection module design class and set it up for use - create_from_input(input_values: Dict[str, Any]) -> FinPlateConnection - Create an instance of the fin plate connection module design class from input values. - generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - Generate the CAD model from input values as a BREP file. Return file path. -""" -from osdag_api.validation_utils import validate_arr, validate_num, validate_string -from osdag_api.errors import MissingKeyError, InvalidInputTypeError -from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type -import osdag_api.modules.shear_connection_common as scc -from OCC.Core import BRepTools -from cad.common_logic import CommonDesignLogic -# Will log a lot of unnessecary data. -from design_type.connection.fin_plate_connection import FinPlateConnection -import sys -import os -import typing -from typing import Dict, Any, List -old_stdout = sys.stdout # Backup log -sys.stdout = open(os.devnull, "w") # redirect stdout -sys.stdout = old_stdout # Reset log - - -def get_required_keys() -> List[str]: - return [ - "Bolt.Bolt_Hole_Type", - "Bolt.Diameter", - "Bolt.Grade", - "Bolt.Slip_Factor", - "Bolt.TensionType", - "Bolt.Type", - "Connectivity", - "Connector.Material", - "Design.Design_Method", - "Detailing.Corrosive_Influences", - "Detailing.Edge_type", - "Detailing.Gap", - "Load.Axial", - "Load.Shear", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab", - "Weld.Material_Grade_OverWrite", - "Connector.Plate.Thickness_List", - ] - - -def validate_input(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys() - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - raise MissingKeyError(missing_keys[0]) - - # Validate key types one by one: - - # Validate Bolt.Bolt_Hole_Type. - # Check if Bolt.Bolt_Hole_Type is a string. - if not isinstance(input_values["Bolt.Bolt_Hole_Type"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.Bolt_Hole_Type", "str") - - # Validate Bolt.Diameter. - bolt_diameter = input_values["Bolt.Diameter"] - if (not isinstance(bolt_diameter, list) # Check if Bolt.Diameter is a list. - # Check if all items in Bolt.Diameter are str. - or not validate_list_type(bolt_diameter, str) - or not custom_list_validation(bolt_diameter, int_able)): # Check if all items in Bolt.Diameter can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Diameter", "non empty List[str] where all items can be converted to int") - - # Validate Bolt.Grade - bolt_grade = input_values["Bolt.Grade"] - if (not isinstance(bolt_grade, list) # Check if Bolt.Grade is a list. - # Check if all items in Bolt.Grade are str. - or not validate_list_type(bolt_grade, str) - or not custom_list_validation(bolt_grade, float_able)): # Check if all items in Bolt.Grade can be converted to float. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Grade", "non empty List[str] where all items can be converted to float") - - # Validate Bolt.Slip_Factor - bolt_slipfactor = input_values["Bolt.Slip_Factor"] - if (not isinstance(bolt_slipfactor, str) # Check if Bolt.Slip_Factor is a string. - or not float_able(bolt_slipfactor)): # Check if Bolt.Slip_Factor can be converted to float. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Bolt.Slip_Factor", "str where str can be converted to float") - - # Validate Bolt.TensionType - # Check if Bolt.TensionType is a string. - if not isinstance(input_values["Bolt.TensionType"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.TensionType", "str") - - # Validate Bolt.Type - # Check if Bolt.Type is a string. - if not isinstance(input_values["Bolt.Type"], str): - raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. - - # Validate Connectivity - # Check if Connectivity is a string. - if not isinstance(input_values["Connectivity"], str): - # If not, raise error. - raise InvalidInputTypeError("Connectivity", "str") - - # Validate Connector.Material - # Check if Connector.Material is a string. - if not isinstance(input_values["Connector.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Connector.Material", "str") - - # Validate Design.Design_Method - # Check if Design.Design_Method is a string. - if not isinstance(input_values["Design.Design_Method"], str): - # If not, raise error. - raise InvalidInputTypeError("Design.Design_Method", "str") - - # Validate Detailing.Corrosive_Influences - # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. - if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): - # If not, raise error. - raise InvalidInputTypeError( - "Detailing.Corrosive_Influences", "'Yes' or 'No'") - - # Validate Detailing.Edge_type - # Check if Detailing.Edge_type is a string. - if not isinstance(input_values["Detailing.Edge_type"], str): - # If not, raise error. - raise InvalidInputTypeError("Detailing.Edge_type", "str") - - # Validate Detailing.Gap - detailing_gap = input_values["Detailing.Gap"] - if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. - or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Detailing.Gap", "str where str can be converted to int") - - # Validate Load.Axial - load_axial = input_values["Load.Axial"] - if (not isinstance(load_axial, str) # Check if Load.Axial is a string. - or not int_able(load_axial)): # Check if Load.Axial can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Axial", "str where str can be converted to int") - - # Validate Load.Shear - load_shear = input_values["Load.Shear"] - if (not isinstance(load_shear, str) # Check if Load.Shear is a string. - or not int_able(load_shear)): # Check if Load.Shear can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Shear", "str where str can be converted to int") - - # Validate Material - # Check if Material is a string. - if not isinstance(input_values["Material"], str): - raise InvalidInputTypeError("Material", "str") # If not, raise error. - - # Validate Member.Supported_Section.Designation - # Check if Member.Supported_Section.Designation is a string. - if not isinstance(input_values["Member.Supported_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supported_Section.Designation", "str") - - # Validate Member.Supported_Section.Material - # Check if Member.Supported_Section.Material is a string. - if not isinstance(input_values["Member.Supported_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Member.Supported_Section.Material", "str") - - # Validate Member.Supporting_Section.Designation - # Check if Member.Supporting_Section.Designation is a string. - if not isinstance(input_values["Member.Supporting_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Designation", "str") - - # Validate Member.Supporting_Section.Material - # Check if Member.Supporting_Section.Material is a string. - if not isinstance(input_values["Member.Supporting_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Material", "str") - - # Validate Module - # Check if Module is a string. - if not isinstance(input_values["Module"], str): - raise InvalidInputTypeError("Module", "str") # If not, raise error. - - # Validate Weld.Fab - # Check if Weld.Fab is a string. - if not isinstance(input_values["Weld.Fab"], str): - raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. - - # Validate Weld.Material_Grade_OverWrite - weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] - if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. - or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") - - # Validate Connector.Plate.Thickness_List - connector_plate_thicknesslist = input_values["Connector.Plate.Thickness_List"] - if (not isinstance(connector_plate_thicknesslist, list) # Check if Connector.Plate.Thickness_List is a list. - # Check if all items in Connector.Plate.Thickness_List are str. - or not validate_list_type(connector_plate_thicknesslist, str) - or not custom_list_validation(connector_plate_thicknesslist, int_able)): # Check if all items in Connector.Plate.Thickness_List can be converted to int. - raise InvalidInputTypeError( - "Connector.Plate.Thickness_List", "List[str] where all items can be converted to int") - - -def validate_input_new(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys() - print('required_keys : ' , required_keys) - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - print('missing keys : ' , missing_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - print("missing keys is not None") - raise MissingKeyError(missing_keys[0]) - - # Validate key types using loops. - - # Validate all strings. - str_keys = ["Bolt.Bolt_Hole_Type", # List of all parameters that are strings - "Bolt.TensionType", - "Bolt.Type", - "Bolt.Connectivity", - "Bolt.Connector_Material", - "Design.Design_Method", - "Detailing.Edge_type", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab"] - for key in str_keys: # Loop through all keys. - print('validating string key') - - try : - validate_string(key) # Check if key is a string. If not, raise error. - except : - print('error in validating string keys') - print('string key passed : ' , key ) - - # Validate for keys that are numbers - num_keys = [("Bolt.Slip_Factor", True) # List of all parameters that are numbers (key, is_float) - ("Detailing.Gap", False), - ("Load.Axial", False), - ("Load.Shear", False), - ("Weld.Material_Grade_OverWrite", False)] - for key in num_keys: # Loop through all keys. - # Check if key is a number. If not, raise error. - print('validating num keys') - validate_num(key[0], key[1]) - - # Validate for keys that are arrays - arr_keys = [("Bolt.Diameter", False), # List of all parameters that can be converted to numbers (key, is_float) - ("Bolt.Grade", True), - ("Connector.Plate.Thickness_List", False)] - for key in arr_keys: - print('validating arr key') - # Check if key is a list where all items can be converted to numbers. If not, raise error. - validate_arr(key[0], key[1]) - - -def create_module() -> FinPlateConnection: - """Create an instance of the fin plate connection module design class and set it up for use""" - module = FinPlateConnection() # Create an instance of the FinPlateConnection - module.set_osdaglogger(None) - return module - - -def create_from_input(input_values: Dict[str, Any]) -> FinPlateConnection: - """Create an instance of the fin plate connection module design class from input values.""" - # validate_input(input_values) - try : - module = create_module() # Create module instance. - except Exception as e : - print('e in create_module : ' , e) - print('error in creating module') - - # Set the input values on the module instance. - try : - print(input_values) - module.set_input_values(input_values) - except Exception as e : - print('e in set_input_values : ' , e) - print('error in setting the input values') - - return module - - -def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - """ - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - output = {} # Dictionary for formatted values - module = create_from_input(input_values) # Create module from input. - print('module : ' , module) - print('type of module : ' , type(module)) - - # Generate output values in unformatted form. - raw_output_text = module.output_values(True) - raw_output_spacing = module.spacing(True) # Generate output val - raw_output_capacities = module.capacities(True) - logs = module.logs - raw_output = raw_output_capacities + raw_output_spacing + raw_output_text - # os.system("clear") - # Loop over all the text values and add them to ouptut dict. - for param in raw_output: - if param[2] == "TextBox": # If the parameter is a text output, - key = param[0] # id/key - label = param[1] # label text. - value = param[3] # Value as string. - output[key] = { - "key": key, - "label": label, - "value": value - } # Set label, key and value in output - return output, logs - - -def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - """Generate the CAD model from input values as a BREP file. Return file path.""" - if section not in ("Model", "Beam", "Column", "Plate"): # Error checking: If section is valid. - raise InvalidInputTypeError( - "section", "'Model', 'Beam', 'Column' or 'Plate'") - module = create_from_input(input_values) # Create module from input. - print('module from input values : ' , module) - # Object that will create the CAD model. - try : - cld = CommonDesignLogic(None, '', module.module , module.mainmodule) - except Exception as e : - print('error in cld e : ' , e) - - try : - # Setup the calculations object for generating CAD model. - scc.setup_for_cad(cld, module) - except Exception as e : - print('Error in setting up cad e : ' , e) - - # The section of the module that will be generated. - cld.component = section - - try : - model = cld.create2Dcad() # Generate CAD Model. - except Exception as e : - print('Error in cld.create2Dcad() e : ' , e) - return False - - # check if the cad_models folder exists or not - # if no, then create one - if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/cad_models/"))) : - print('path does not exists cad_models , creating one') - os.mkdir(os.path.join(os.getcwd() , "file_storage/cad_models/")) - - print('2d model : ' , model) - # os.system("clear") # clear the terminal - file_name = session + "_" + section + ".brep" - file_path = "file_storage/cad_models/" + file_name - print('brep file path in create_cad_model : ' , file_path) - - try : - BRepTools.breptools.Write(model, file_path) # Generate CAD Model - except Exception as e : - print('Writing to BREP file failed e : ' , e) - - return file_path - - diff --git a/osdag_api/modules/seated_angle_connection.py b/osdag_api/modules/seated_angle_connection.py deleted file mode 100644 index 58b984198..000000000 --- a/osdag_api/modules/seated_angle_connection.py +++ /dev/null @@ -1,362 +0,0 @@ -from osdag_api.validation_utils import validate_arr, validate_num, validate_string -from osdag_api.errors import MissingKeyError, InvalidInputTypeError -from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type -import osdag_api.modules.shear_connection_common as scc -from OCC.Core import BRepTools -from cad.common_logic import CommonDesignLogic -# Will log a lot of unnessecary data. -from design_type.connection.seated_angle_connection import SeatedAngleConnection -import sys -import os -from typing import Dict, Any, List -import traceback - -old_stdout = sys.stdout # Backup log -sys.stdout = open(os.devnull, "w") # redirect stdout -sys.stdout = old_stdout # Reset log - -def get_required_keys_seated_angle() -> List[str]: - return [ - "Bolt.Bolt_Hole_Type", - "Bolt.Diameter", - "Bolt.Grade", - "Bolt.Slip_Factor", - "Bolt.TensionType", - "Bolt.Type", - "Connectivity", - "Connector.Material", - "Design.Design_Method", - "Detailing.Corrosive_Influences", - "Detailing.Edge_type", - "Detailing.Gap", - "Load.Shear", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab", - "Weld.Material_Grade_OverWrite", - "Connector.Angle_List", - "Connector.Top_Angle" - ] - -def validate_input(input_values: Dict[str,Any])-> None: - #check iif all required keys exist - required_keys = get_required_keys_seated_angle() - # check if input_values contains all required keys - missing_keys = contains_keys(input_values, required_keys) - if missing_keys != None: #if keys are missing. - #Raise error for the first missinf key. - raise MissingKeyError(missing_keys[0]) - - #check if Seated.Angle_Type is a string. - if not isinstance(input_values["Bolt.Bolt_Hole_Type"],str): - #if not raise an error - raise InvalidInputTypeError("Bolt.Bolt_Hole_Type") - - #validate Bolt Diameter - bolt_diameter =input_values["Bolt.Diameter"] - if (not isinstance(bolt_diameter,list) - or not validate_list_type(bolt_diameter,str) - or not custom_list_validation(bolt_diameter)): - raise InvalidInputTypeError( - "Bolt.Diameter","non empty List[str] where all items can be converted to int" - ) - - # validate seated grade - bolt_grade = input_values["Bolt.Grade"] - if(not isinstance(bolt_grade,list) - or not validate_list_type(bolt_grade,str) - or not custom_list_validation(bolt_grade,float_able)): - - #if any condition fail raise an error - raise InvalidInputTypeError( - "Bolt.Grade", "non empty List[str] where all items can be converted to float" - ) - - #Validate seated.Slip_Factor - bolt_slipfactor = input_values["Bolt.Slip_Factor"] - if (not isinstance(bolt_slipfactor,str) - or not float_able(bolt_slipfactor)): - raise InvalidInputTypeError( - "Bolt.Slip_Factor", "str where str can be converted to float" - ) - - #Validate seated.TensionType - if not isinstance(input_values["Bolt.TensionType"], str): - # If not, raise error. - raise InvalidInputTypeError("Bolt.TensionType", "str") - - #Validate seated.Type - if not isinstance(input_values["Bolt.Type"], str): - raise InvalidInputTypeError("Bolt.Type", "str") # If not, raise error. - - # validate connectivity - if not isinstance(input_values["Connectivity"], str): - # If not, raise error. - raise InvalidInputTypeError("Connectivity", "str") - - #Validate Connector Material - if not isinstance(input_values["Connector.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Connector.Material", "str") - - # Validate Design.Design_Method - # Check if Design.Design_Method is a string. - if not isinstance(input_values["Design.Design_Method"], str): - # If not, raise error. - raise InvalidInputTypeError("Design.Design_Method", "str") - - # Validate Detailing.Corrosive_Influences - # Check if Detailing.Corrosive_Influences is 'Yes' or 'No'. - if not is_yes_or_no(input_values["Detailing.Corrosive_Influences"]): - # If not, raise error. - raise InvalidInputTypeError( - "Detailing.Corrosive_Influences", "'Yes' or 'No'") - - # Validate Detailing.Edge_type - # Check if Detailing.Edge_type is a string. - if not isinstance(input_values["Detailing.Edge_type"], str): - # If not, raise error. - raise InvalidInputTypeError("Detailing.Edge_type", "str") - - # Validate Detailing.Gap - detailing_gap = input_values["Detailing.Gap"] - if (not isinstance(detailing_gap, str) # Check if Detailing.Gap is a string. - or not int_able(detailing_gap)): # Check if Detailing.Gap can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Detailing.Gap", "str where str can be converted to int") - - - # Validate Load.Shear - load_shear = input_values["Load.Shear"] - if (not isinstance(load_shear, str) # Check if Load.Shear is a string. - or not int_able(load_shear)): # Check if Load.Shear can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Load.Shear", "str where str can be converted to int") - - # Validate Material - # Check if Material is a string. - if not isinstance(input_values["Material"], str): - raise InvalidInputTypeError("Material", "str") # If not, raise error. - - # Validate Member.Supported_Section.Designation - # Check if Member.Supported_Section.Designation is a string. - if not isinstance(input_values["Member.Supported_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supported_Section.Designation", "str") - - # Validate Member.Supported_Section.Material - # Check if Member.Supported_Section.Material is a string. - if not isinstance(input_values["Member.Supported_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError("Member.Supported_Section.Material", "str") - - # Validate Member.Supporting_Section.Designation - # Check if Member.Supporting_Section.Designation is a string. - if not isinstance(input_values["Member.Supporting_Section.Designation"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Designation", "str") - - # Validate Member.Supporting_Section.Material - # Check if Member.Supporting_Section.Material is a string. - if not isinstance(input_values["Member.Supporting_Section.Material"], str): - # If not, raise error. - raise InvalidInputTypeError( - "Member.Supporting_Section.Material", "str") - - # Validate Module - # Check if Module is a string. - if not isinstance(input_values["Module"], str): - raise InvalidInputTypeError("Module", "str") # If not, raise error. - - # Validate Weld.Fab - # Check if Weld.Fab is a string. - if not isinstance(input_values["Weld.Fab"], str): - raise InvalidInputTypeError("Weld.Fab", "str") # If not, raise error. - - # Validate Weld.Material_Grade_OverWrite - weld_materialgradeoverwrite = input_values["Weld.Material_Grade_OverWrite"] - if (not isinstance(weld_materialgradeoverwrite, str) # Check if Weld.Material_Grade_OverwWite is a string. - or not int_able(weld_materialgradeoverwrite)): # Check if Weld.Material_Grade_OverWrite can be converted to int. - # If any of these conditions fail, raise error. - raise InvalidInputTypeError( - "Weld.Material_Grade_OverWrite", "str where str can be converted to int.") - -def validate_input_new(input_values: Dict[str, Any]) -> None: - """Validate type for all values in design dict. Raise error when invalid""" - - # Check if all required keys exist - required_keys = get_required_keys_seated_angle() - print('required_keys : ' , required_keys) - # Check if input_values contains all required keys. - missing_keys = contains_keys(input_values, required_keys) - print('missing keys : ' , missing_keys) - if missing_keys != None: # If keys are missing. - # Raise error for the first missing key. - print("missing keys is not None") - raise MissingKeyError(missing_keys[0]) - - - # Validate key types using loops. - - # Validate all strings. - str_keys = ["Bolt.Bolt_Hole_Type", # List of all parameters that are strings - "Bolt.TensionType", - "Bolt.Type", - "Bolt.Connectivity", - "Bolt.Connector_Material", - "Design.Design_Method", - "Detailing.Edge_type", - "Material", - "Member.Supported_Section.Designation", - "Member.Supported_Section.Material", - "Member.Supporting_Section.Designation", - "Member.Supporting_Section.Material", - "Module", - "Weld.Fab"] - for key in str_keys: # Loop through all keys. - print('validating string key') - - try : - validate_string(key) # Check if key is a string. If not, raise error. - except : - print('error in validating string keys') - print('string key passed : ' , key ) - - # Validate for keys that are numbers - num_keys = [("Bolt.Slip_Factor", True) # List of all parameters that are numbers (key, is_float) - ("Detailing.Gap", False), - ("Load.Shear", False), - ("Weld.Material_Grade_OverWrite", False)] - for key in num_keys: # Loop through all keys. - # Check if key is a number. If not, raise error. - print('validating num keys') - validate_num(key[0], key[1]) - - # Validate for keys that are arrays - arr_keys = [("Bolt.Diameter", False), # List of all parameters that can be converted to numbers (key, is_float) - ("Bolt.Grade", True),] - for key in arr_keys: - print('validating arr key') - # Check if key is a list where all items can be converted to numbers. If not, raise error. - validate_arr(key[0], key[1]) - -def create_module() -> SeatedAngleConnection: - """Create an instance of the fin plate connection module design class and set it up for use""" - module = SeatedAngleConnection() # Create an instance of the FinPlateConnection - module.set_osdaglogger(None) - return module - -def create_from_input(input_values: Dict[str, Any]) -> SeatedAngleConnection: - """Create an instance of the fin plate connection module design class from input values.""" - # validate_input(input_values) - try : - module = create_module() # Create module instance. - except Exception as e : - print('e in create_module : ' , e) - print('error in creating module') - - # Set the input values on the module instance. - try : - module.set_input_values(input_values) - except Exception as e : - traceback.print_exc() - print('e in set_input_values : ' , e) - print('error in setting the input values') - - return module - -def generate_output(input_values: Dict[str, Any]) -> Dict[str, Any]: - """ - Generate, format and return the input values from the given output values. - Output format (json): { - "Bolt.Pitch": - "key": "Bolt.Pitch", - "label": "Pitch Distance (mm)" - "value": 40 - } - } - """ - output = {} # Dictionary for formatted values - module = create_from_input(input_values) # Create module from input. - print('module : ' , module) - print('type of module : ' , type(module)) - - # Generate output values in unformatted form. - raw_output_text = module.output_values(True) - raw_output_spacing = module.spacing(True) # Generate output val - # raw_output_capacities = module.capacities(True) - logs = module.logs - raw_output = raw_output_spacing + raw_output_text - # os.system("clear") - # Loop over all the text values and add them to ouptut dict. - for param in raw_output: - if param[2] == "TextBox": # If the parameter is a text output, - key = param[0] # id/key - label = param[1] # label text. - value = param[3] # Value as string. - output[key] = { - "key": key, - "label": label, - "value": value - } # Set label, key and value in output - return output, logs - - -def create_cad_model(input_values: Dict[str, Any], section: str, session: str) -> str: - """Generate the CAD model from input values as a BREP file. Return file path.""" - if section not in ("Model", "Beam", "Column", "Plate"): # Error checking: If section is valid. - raise InvalidInputTypeError( - "section", "'Model', 'Beam', 'Column' or 'Plate'") - module = create_from_input(input_values) # Cr`eate module from input. - print('module from input values : ' , module) - # Object that will create the CAD model. - try : - print(module.module) - cld = CommonDesignLogic(None, '', module.module , module.mainmodule) - except Exception as e : - print('error in cld e : ' , e) - - try : - # Setup the calculations object for generating CAD model. - scc.setup_for_cad(cld, module) - except Exception as e : - traceback.print_exc() - print('Error in setting up cad e : ' , e) - - # The section of the module that will be generated. - cld.component = section - - try : - model = cld.create2Dcad() # Generate CAD Model. - except Exception as e : - print('Error in cld.create2Dcad() e : ' , e) - return False - - # check if the cad_models folder exists or not - # if no, then create one - if(not os.path.exists(os.path.join(os.getcwd() , "file_storage/cad_models/"))) : - print('path does not exists cad_models , creating one') - os.mkdir(os.path.join(os.getcwd() , "file_storage/cad_models/")) - - print('2d model : ' , model) - # os.system("clear") # clear the terminal - file_name = session + "_" + section + ".brep" - file_path = "file_storage/cad_models/" + file_name - print('brep file path in create_cad_model : ' , file_path) - - try : - BRepTools.breptools.Write(model, file_path) # Generate CAD Model - except Exception as e : - print('Writing to BREP file failed e : ' , e) - - return file_path - - diff --git a/osdag_api/modules/shear_connection_common.py b/osdag_api/modules/shear_connection_common.py deleted file mode 100644 index 2167e0f81..000000000 --- a/osdag_api/modules/shear_connection_common.py +++ /dev/null @@ -1,16 +0,0 @@ -from cad.common_logic import CommonDesignLogic -from OCC.Display.backend import * -from Common import * -def setup_for_cad(cdl: CommonDesignLogic, module_class): - """Sets up the CommonLogicObjct before generating CAD""" - cdl.module_class = module_class # Set the module class in design logic object. - module_object = module_class() - cdl.loc = module_object.connectivity # Set the connectivity of the module in the design logic object. - if cdl.loc == CONN_CWBW: # If connection type is 'Column Web-Beam Web'. - cdl.connectivityObj = cdl.create3DColWebBeamWeb() # IDK what this does, I guess it creates the connection object. - if cdl.loc == CONN_CFBW: # If connection type is 'Column Flange-Beam Web'. - cdl.connectivityObj = cdl.create3DColFlangeBeamWeb() # IDK what this does, I guess it creates the connection object. - else: # If it is none of them, - cdl.connectivityObj =cdl.create3DBeamWebBeamWeb() # I guess it creates the last type of connection. - - diff --git a/osdag_api/utils.py b/osdag_api/utils.py deleted file mode 100644 index 3db190e43..000000000 --- a/osdag_api/utils.py +++ /dev/null @@ -1,68 +0,0 @@ -""" -This module contains utility functions for use in the api. -Functions: - validate_list_type(iterable: list, data_type: any) -> bool: - Validate whether all items in the list are of data type. - contains_keys(data: dict, keys: List[str]) -> Tuple[str] | None: - Check whether dictionary contains all given keys. - If not, return all missing keys. - custom_list_validation(iterable: Iterable, validation: Callable[[Any], bool]) -> bool: - Validate all the items in the list using a custom function. - int_able(value: str) -> bool: - Check if str can be converted to int. - float_able(value: str) -> bool: - Check if str can be converted to float. - is_yes_or_no(value: Any) -> bool: - Checks if value is 'Yes' or 'No'. -""" -import typing -from typing import List, Tuple, Callable, Any, Optional, Iterable -def validate_list_type(iterable: Iterable, data_type: Any) -> bool: - """Validate whether the all items of list are of data type.""" - if len(iterable) == 0: - return False - for item in iterable: - if not isinstance(item, data_type): - return False - return True - -def contains_keys(data: dict, keys: List[str]) -> Optional[Tuple[str]]: - """Check whether dictionary contains all given keys.""" - missing = [] - for key in keys: - if key not in data.keys(): - missing.append(key) - if missing != []: - return tuple(missing) - -def custom_list_validation(iterable: Iterable, validation: Callable[[Any], bool]) -> bool: - """Validate all items in the list using a custom function.""" - for item in iterable: - if not validation(item): - print(item) - return False - return True - -def int_able(value: str) -> bool: - """Check if str can be converted to int.""" - try: - int(value) - except: - return False - return True - -def float_able(value: str) -> bool: - """Check if str can be converted to float.""" - try: - float(value) - except: - return False - return True - -def is_yes_or_no(value: Any) -> bool: - """Checks if value is 'Yes' or 'No'.""" - if not isinstance(value, str): - return False - if not (value == "Yes" or value == "No"): - return False - return True \ No newline at end of file diff --git a/osdag_api/validation_utils.py b/osdag_api/validation_utils.py deleted file mode 100644 index 2340f6f89..000000000 --- a/osdag_api/validation_utils.py +++ /dev/null @@ -1,34 +0,0 @@ -from osdag_api.utils import contains_keys, custom_list_validation, float_able, int_able, is_yes_or_no, validate_list_type -from osdag_api.errors import MissingKeyError, InvalidInputTypeError -import typing -from typing import Dict, Any, List - -def validate_string(key: str, value: Any) -> None: - """Check if value is a string. If not, raise error.""" - if not isinstance(value, str): # Check if value is a string. - raise InvalidInputTypeError(key, "str") # If not, raise error. - -def validate_num(key: str, value: Any, is_float: bool) -> None: - """Check if value is a string that can be converted to a number. If not, raise error.""" - if is_float: # If value can be a float. - checker = float_able # Function for conversion checking - type = "float" # Type in error - else: - checker = int_able - type = "int" - if (not isinstance(value, str) # Check if value is a string. - or not checker(value)): # Check if value can be converted to int/float. - raise InvalidInputTypeError(key, "str where str can be converted to " + type) # If any of these conditions fail, raise error. - -def validate_arr(key: str, value: Any, is_float: bool) -> None: - """Check if value is a list where all items can be converted to numbers.""" - if is_float: # If value can be a float. - checker = float_able # Function for conversion checking - type = "float" # Type in error - else: - checker = int_able - type = "int" - if (not isinstance(value, list) # Check if value is a list. - or not validate_list_type(value, str) # Check if all items in value are str. - or not custom_list_validation(value, checker)): # Check if all items in value can be converted to float. - raise InvalidInputTypeError(key, "non empty List[str] where all items can be converted to float") # If any of these conditions fail, raise error. \ No newline at end of file diff --git a/osdag_core/Common.py b/osdag_core/Common.py new file mode 100644 index 000000000..f5e16e058 --- /dev/null +++ b/osdag_core/Common.py @@ -0,0 +1,3249 @@ +#!/usr/bin/env python +# -*- coding: utf-8 -*- +# @author: Amir, Umair, Arsil + +# FIXME: Keeping os even if not used here. +import os, shutil +import sys +import operator +import math +import logging +from importlib.resources import files +from pathlib import Path +import platform + +try: + from osdag_latex_env import OsdagLatexEnv +except ImportError: + print("[INFO] osdag_latex_env module not found. LaTeX functionalities may be limited.") + +# Helper function to get resource path with fallback +def _get_resource_path(*path_parts): + """ + Get resource path using importlib.resources with fallback to file system path. + + Args: + *path_parts: Path components relative to osdag_core root + Example: ("data", "ResourceFiles", "Database", "Intg_osdag.sqlite") + + Returns: + Path object to the resource + """ + try: + # Try importlib.resources first + package = "osdag_core." + ".".join(path_parts[:-1]) + resource_name = path_parts[-1] + return files(package).joinpath(resource_name) + except (TypeError, ModuleNotFoundError, ValueError, AttributeError): + # Fallback: use path relative to Common.py (which is in osdag_core root) + _this_file_path = Path(__file__).parent + return _this_file_path / Path(*path_parts) + +# Helper function to get resource path as string (for compatibility) +def _get_resource_str(*path_parts): + """Get resource path as string.""" + return str(_get_resource_path(*path_parts)) + +# Try to use importlib.resources, fallback to path-based approach if it fails +PATH_TO_DATABASE = _get_resource_path("data", "ResourceFiles", "Database", "Intg_osdag.sqlite") +PDFLATEX = "pdflatex" + +from .utils.common.other_standards import * +# This returns the documents directory path for the current user +def get_documents_folder(): + system = platform.system() + + if system == "Windows": + # Windows: typically C:\Users\Username\Documents + docs_path = Path.home() / "Documents" + if not docs_path.exists(): + docs_path = Path.home() / "OneDrive" / "Documents" + elif system == "Darwin": # macOS + # macOS: typically /Users/Username/Documents + docs_path = Path.home() / "Documents" + elif system == "Linux": + # Linux: typically /home/username/Documents + # Also check XDG_DOCUMENTS_DIR for custom locations + xdg_docs = os.environ.get("XDG_DOCUMENTS_DIR") + if xdg_docs: + docs_path = Path(xdg_docs) + else: + docs_path = Path.home() / "Documents" + else: + # Fallback to home directory for unknown systems + docs_path = Path.home() + + # Ensure the directory exists, otherwise fall back to home + if not docs_path.exists(): + docs_path = Path.home() + return str(docs_path) + +def get_latex_executable(): + try: + osdag_latex = OsdagLatexEnv() + latex_exec = osdag_latex.pdflatex + if latex_exec: + return str(latex_exec) + except NameError: + return "" + return "" + +def configure_latex_runtime_windows(): + if not sys.platform.startswith("win"): + return + + texmf = os.path.abspath("data/ResourceFiles/osdag-latex-env/texmf-dist") + + os.environ["TEXMFHOME"] = texmf + os.environ["TEXINPUTS"] = texmf + os.pathsep + os.environ.get("TEXINPUTS", "") + + # Extra safety: explicitly expose Osdag's bundled style packages + try: + sty_pkgs = str(_get_resource_path("data", "ResourceFiles", "osdag-latex-env.texmf-dist.tex.latex")).replace("\\", "/") + pkg_resources = [ + f"{sty_pkgs}/amsmath", + f"{sty_pkgs}/graphics", + f"{sty_pkgs}/needspace", + ] + + os.environ["TEXINPUTS"] = ";".join(pkg_resources) + ";" + os.environ["TEXINPUTS"] + except Exception: + # importlib.resources might fail in some frozen builds; TEXMFHOME is still enough + pass + + +PATH_TO_DATABASE = _get_resource_path("data", "ResourceFiles", "Database", "Intg_osdag.sqlite") +try: + PDFLATEX = get_latex_executable() +except FileNotFoundError: + PDFLATEX = "pdflatex" + +class OurLog(logging.Handler): + + def __init__(self, key): + logging.Handler.__init__(self) + + self.key = key + # self.key.setText("

    Welcome to Osdag

    ") + + def handle(self, record): + msg = self.format(record) + if record.levelname == 'WARNING': + msg = ""+ msg +"" + elif record.levelname == 'ERROR': + msg = ""+ msg +"" + elif record.levelname == 'INFO': + msg = "" + msg + "" + # Safety check: ensure QTextEdit is not deleted before appending + try: + if self.key is not None: + self.key.append(msg) + except RuntimeError: + # QTextEdit C++ object has been deleted - skip appending + pass + + + +def connectdb1(): + """ + Function to fetch diameter values from Bolt Table + """ + # @author: Amir + + lst = [] + conn = sqlite3.connect(PATH_TO_DATABASE) + cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") + rows = cursor.fetchall() + for row in rows: + lst.append(row) + l2 = tuple_to_str_popup(lst) + return l2 + +def connectdb2(): + """ + Function to fetch diameter values from Bolt Table + """ + # @author: Amir + + lst = [] + conn = sqlite3.connect(PATH_TO_DATABASE) + cursor = conn.execute("SELECT Diameter FROM Anchor_Bolt") + rows = cursor.fetchall() + for row in rows: + lst.append(row) + l2 = tuple_to_str_popup(lst) + return l2 + + +def connectdb(table_name, call_type="dropdown"): + + """ + Function to fetch designation values from respective Tables. + """ + + # @author: Amir + conn = sqlite3.connect(PATH_TO_DATABASE) + lst = [] + if table_name == "Angles": + cursor = conn.execute("SELECT Designation FROM Angles") + + elif table_name == "Channels": + cursor = conn.execute("SELECT Designation FROM Channels") + + elif table_name == "Beams": + cursor = conn.execute("SELECT Designation FROM Beams") + + elif table_name == "Bolt": + cursor = conn.execute("SELECT Bolt_diameter FROM Bolt") + + elif table_name == "Material": + cursor = conn.execute("SELECT Grade FROM Material") + + elif table_name == "RHS": + cursor = conn.execute("SELECT Designation FROM RHS") + + elif table_name == "SHS": + cursor = conn.execute("SELECT Designation FROM SHS") + + elif table_name == "CHS": + cursor = conn.execute("SELECT Designation FROM CHS") + + elif table_name == "Beams and Columns": + cursor = conn.execute("SELECT Designation FROM Beams UNION SELECT Designation FROM Columns") + + else: + cursor = conn.execute("SELECT Designation FROM Columns") + rows = cursor.fetchall() + + for row in rows: + lst.append(row) + + final_lst = tuple_to_str(lst,call_type,table_name) + if table_name == "Material" and call_type == "dropdown": + final_lst.append("Custom") + + return final_lst + + +def connect_for_red(table_name): + + """ + Function to fetch designation values from various Tables where source is IS808_Old + """ + + # @author: Arsil + conn = sqlite3.connect(PATH_TO_DATABASE) + lst = [] + if table_name == "Angles": + cursor = conn.execute("SELECT Designation FROM Angles WHERE Source = 'IS808_Old'") + + elif table_name == "Channels": + cursor = conn.execute("SELECT Designation FROM Channels WHERE Source = 'IS808_Old'") + + elif table_name == "Beams": + cursor = conn.execute("SELECT Designation FROM Beams WHERE Source = 'IS808_Old'") + + elif table_name == "Columns": + cursor = conn.execute("SELECT Designation FROM Columns WHERE Source = 'IS808_Old'") + + else: + return [] + rows = cursor.fetchall() + + for row in rows: + lst.append(row) + + final_lst = tuple_to_str_red(lst) + return final_lst + + +def red_list_function(): + + """ + Function to form a list for old values from Columns and Beams table. + """ + + # @author: Arsil + + red_list = [] + red_list_columns = connect_for_red("Columns") + red_list_beams = connect_for_red("Beams") + red_list.extend(red_list_beams) + red_list.extend(red_list_columns) + return red_list + + +def tuple_to_str_popup(tl): + + # @author: Amir + + arr = [] + for v in tl: + val = ''.join(v) + arr.append(val) + return arr + +def tuple_to_str(tl, call_type,table_name=None): + + if call_type == "dropdown" and table_name != 'Material' and table_name != 'Bolt': + arr = ['Select Section'] + else: + arr = [] + for v in tl: + val = ''.join(v) + arr.append(val) + return arr + + +def tuple_to_str_red(tl): + arr = [] + for v in tl: + val = ''.join(v) + arr.append(val) + return arr + +def get_db_header(table_name): + + conn = sqlite3.connect(PATH_TO_DATABASE) + + if table_name == "Angles": + cursor = conn.execute("SELECT * FROM Angles") + + elif table_name == "Channels": + cursor = conn.execute("SELECT * FROM Channels") + + elif table_name == "Beams": + cursor = conn.execute("SELECT * FROM Beams") + + else: + cursor = conn.execute("SELECT * FROM Columns") + + header = [description[0] for description in cursor.description] + + return header + +def get_source(table_name, designation): + + conn = sqlite3.connect(PATH_TO_DATABASE) + + if table_name == "Angles": + cursor = conn.execute("SELECT Source FROM Angles WHERE Designation = ?", (designation,)) + + elif table_name == "Channels": + cursor = conn.execute("SELECT Source FROM Channels WHERE Designation = ?", (designation,)) + + elif table_name == "Beams": + cursor = conn.execute("SELECT Source FROM Beams WHERE Designation = ?", (designation,)) + + else: + cursor = conn.execute("SELECT Source FROM Columns WHERE Designation = ?", (designation,)) + + source = cursor.fetchone()[0] + return str(source) + + +class MaterialValidator(object): + def __init__(self, material): + self.material = str(material) + self.typ = "Unknown" + self.fy_20 = 0 + self.fy_20_40 = 0 + self.fy_40 = 0 + self.fu = 0 + self.custom_format_flag = False + self.invalid_value = "" + self.notations = ["Fy_20", "Fy_20_40", "Fy_40", "Fu"] + material = self.material.split("_") + if len(material) == 5: + self.typ = material[0] + self.fy_20 = material[1] + self.fy_20_40 = material[2] + self.fy_40 = material[3] + self.fu = material[4] + self.values = [self.fy_20, self.fy_20_40, self.fy_40, self.fu] + if self.typ == "Cus": + for i in self.values: + if str(i) != "" and str(i).isdigit(): + self.custom_format_flag = True + else: + self.custom_format_flag = False + break + + def is_already_in_db(self): + if self.material in connectdb("Material", call_type="popup"): + return True + else: + return False + + def is_format_custom(self): + return self.custom_format_flag + + def is_valid_custom(self): + + min_allowed = [165, 165, 165, 165] + max_allowed = [1500, 1500, 1500, 1500] + for i in range(4): + if self.values[i] == "": + continue + if min_allowed[i] <= int(self.values[i]) <= max_allowed[i]: + pass + else: + self.invalid_value = self.notations[i] + break + + if self.invalid_value: + return False + else: + return self.custom_format_flag + +########################## +# Type Keys (Type of input field, tab type etc.) +########################### +TYPE_COMBOBOX = 'ComboBox' +TYPE_COMBOBOX_FREEZE = 'Disable_ComboBoc' +TYPE_TABLE_IN = 'Table_Input' +TYPE_TABLE_OU = 'Table_Output' +TYPE_TABLE_GUS = 'Gusset_Table' +TYPE_TEXTBOX = 'TextBox' +TYPE_TITLE = 'Title' +TYPE_LABEL = 'Label' +TYPE_HEADING = 'Heading' +TYPE_IMAGE = 'Image' +TYPE_IMAGE_BIGGER = 'Image_Bigger' +TYPE_IMAGE_COMPRESSION = 'Image_compression' +TYPE_COMBOBOX_CUSTOMIZED = 'ComboBox_Customized' +TYPE_IN_BUTTON = 'Input_dock_Button' +TYPE_OUT_BUTTON = 'Output_dock_Button' +TYPE_OUT_DOCK = 'Output_dock_Item' +TYPE_OUT_LABEL = 'Output_dock_Label' +TYPE_BREAK = 'Break' +TYPE_ENTER = 'Enter' +TYPE_TEXT_BROWSER = 'TextBrowser' +TYPE_NOTE = 'Note' +TYPE_WARNING = 'Warning' +DESIGN_FLAG = 'False' +VALUE_NOT_APPLICABLE = 'N/A' +TYPE_TAB_1 = "TYPE_TAB_1" +TYPE_TAB_2 = "TYPE_TAB_2" +TYPE_TAB_3 = "TYPE_TAB_3" +TYPE_SECTION = 'Popup_Section' +TYPE_CUSTOM_MATERIAL = 'New_Material_Popup' +TYPE_CUSTOM_SECTION = 'New_Section_Popup' +TYPE_ENABLE_DISABLE = 'Enable/Disable' +TYPE_CHANGE_TAB_NAME = 'Change tab_name' +TYPE_REMOVE_TAB = 'Remove tab' +TYPE_OVERWRITE_VALIDATION = 'Overwrite_validation' +KEY_IMAGE = 'Image' +KEY_IMAGE_Y = 'Image_Y' +KEY_IMAGE_two = 'Imagetwo' +TYP_BEARING = "Bearing Bolt" +TYP_FRICTION_GRIP = "Friction Grip Bolt" + +################################### +# Module Keys DONOT CHANGE THESE +################################### +KEY_MAIN_MODULE = 'Main Module' +KEY_MODULE_STATUS = 'Module.Status' + +TYPE_MODULE = 'Window Title' + +KEY_DISP_FINPLATE = 'FinPlateConnection' +# KEY_DISP_ENDPLATE = 'End Plate Connection' +KEY_DISP_HEADERPLATE = 'Header Plate Connection' +KEY_DISP_CLEATANGLE = 'Cleat Angle Connection' +KEY_DISP_SEATED_ANGLE = 'Seated Angle Connection' +KEY_DISP_BASE_PLATE = 'Base Plate Connection' +KEY_DISP_TRUSS_BOLTED = 'Truss Connection Bolted' + +KEY_DISP_BEAMCOVERPLATE = 'Beam-to-Beam Cover Plate Bolted Connection' +KEY_DISP_COLUMNCOVERPLATE = 'Column-to-Column Cover Plate Bolted Connection' +KEY_DISP_BEAMCOVERPLATEWELD = 'Beam-to-Beam Cover Plate Welded Connection' +KEY_DISP_COLUMNCOVERPLATEWELD = 'Column-to-Column Cover Plate Welded Connection' +KEY_DISP_LAPJOINTBOLTED = 'Lap Joint Bolted Connection' +KEY_DISP_LAPJOINTWELDED = 'Lap Joint Welded Connection' +KEY_DISP_BUTTJOINTBOLTED = 'Butt Joint Bolted Connection' +WELD_SIZES = [3, 5, 6, 10, 12] + +#Simpleconnections (Tension+compression) +KEY_DESIGN_FOR = 'Design.For' +KEY_DISP_DESIGN_FOR = 'Design For' +KEY_AXIAL_FORCE = 'Load.Axial.Force' # If not using existing KEY_AXIAL +KEY_DISP_AXIAL_FORCE = 'Axial Force (kN)' + +# MADE THIS t.s. +KEY_DISP_BUTTJOINTWELDED = 'Butt Joint Welded Connection' +KEY_OUT_UTILISATION_RATIO = 'Utilisation Ratio' +KEY_OUT_DISP_UTILISATION_RATIO = 'Utilisation Ratio' +KEY_OUT_NO_COVER_PLATE = 'No Cover Plate' +KEY_OUT_DISP_NO_COVER_PLATE = 'No Cover Plate' +KEY_OUT_WIDTH_COVER_PLATE = 'Width of Cover Plate' +KEY_OUT_DISP_WIDTH_COVER_PLATE = 'Width of Cover Plate' +KEY_OUT_THICKNESS_COVER_PLATE = 'Thickness of Cover Plate' +KEY_OUT_DISP_THICKNESS_COVER_PLATE = 'Thickness of Cover Plate' +KEY_OUT_LENGTH_COVER_PLATE = 'Length of Cover Plate' +KEY_OUT_DISP_LENGTH_COVER_PLATE = 'Length of Cover Plate' +DISP_TITLE_COVER_PLATE = 'Cover Plate Details' +KEY_WELD_SIZE = 'Weld.Size' +KEY_DISP_WELD_SIZE = 'Weld Size' +KEY_DISP_COVER_PLT = 'Cover Plate *' +KEY_DP_WELD_SIZE = 'Weld.Size' +KEY_WELD_GRADE = 'Weld.Grade' +KEY_EFF_THROAT_THICKNESS = 'Effective Throat Thickness' +KEY_DESIGN_STRENGTH_WELD = 'Design Strength of Weld' +KEY_OUT_DISP_WELD_STRENGTH_kN = 'Strength (kN)' + +# end + + +# KEY_DISP_BEAMENDPLATE = 'Beam End Plate Connection' +KEY_DISP_COLUMNENDPLATE = 'Column-to-Column End Plate Connection' +KEY_DISP_BCENDPLATE = 'Beam-to-Column End Plate Connection' +KEY_DISP_TENSION_BOLTED = 'Tension Member Design - Bolted to End Gusset' +KEY_DISP_TENSION_WELDED = 'Tension Member Design - Welded to End Gusset' +KEY_DISP_BB_EP_SPLICE = 'Beam-to-Beam End Plate Connection' +KEY_DISP_COMPRESSION = 'Compression Member' +KEY_DISP_COMPRESSION_STRUT = 'Compression Member Design - Strut Design' + +DISP_TITLE_CM = 'Connecting Members' + +# Compression Members +KEY_DISP_COMPRESSION_COLUMN = 'Columns with known support conditions' +KEY_DISP_STRUT_WELDED_END_GUSSET = 'Struts Welded to End Gusset' +KEY_DISP_STRUT_BOLTED_END_GUSSET = 'Struts Bolted to End Gusset' +KEY_SECTION_PROPERTY = 'Section Property' +KEY_SECTION_DATA = 'Section Data' +KEY_MEMBER_PROPERTY = 'Member Property' +KEY_MEMBER_DATA = 'Member.Data' +KEY_SECTION_PROFILE = 'Section.Profile' +KEY_DISP_SECTION_PROFILE = 'Section Profile *' +VALUES_SEC_PROFILE_COLUMN = ['Beams', 'Columns', 'RHS', 'SHS', 'CHS', 'Angles'] +KEY_SECTION_DEFINITION = 'SectionDefinition' +KEY_DISP_SECTION_DEFINITION = 'Section Definition*' +KEY_DISP_MEMBER_DATA = 'Member Data' +KEY_ACTUAL_LENGTH = 'Length.Actual' +KEY_DISP_ACTUAL_LENGTH = 'Actual Length' +KEY_COLUMN_DESIGN = 'Column Design' +KEY_COLUMN_CAPACITY = 'Column.Capacity' +KEY_DISP_COLUMN_CAPACITY = 'Column Capacity (kN)' +KEY_ACTUAL_LEN_ZZ = 'Actual.Length_zz' +KEY_DISP_ACTUAL_LEN_ZZ = 'Actual Length (z-z), mm' +KEY_ACTUAL_LEN_YY = 'Actual.Length_yy' +KEY_DISP_ACTUAL_LEN_YY = 'Actual Length (y-y), mm' +KEY_UNSUPPORTED_LEN_ZZ = 'Unsupported.Length_zz' +KEY_DISP_UNSUPPORTED_LEN_ZZ = 'Unsupported Length (z-z), mm *' +KEY_UNSUPPORTED_LEN_YY = 'Unsupported.Length_yy' +KEY_DISP_UNSUPPORTED_LEN_YY = 'Unsupported Length (y-y), mm *' +KEY_DESIGN_COMPRESSION = 'Design Results' +KEY_DESIGN_STRENGTH_COMPRESSION = 'Design.Strength' +KEY_MIN_DESIGN_COMP_STRESS = 'MinCompStress' +KEY_MIN_DESIGN_COMP_STRESS_VAL = 'Min. Design Comp.Stress (MPa)' +KEY_MAT_STRESS = 'MaterialStress' +KEY_DISP_MAT_STRESS = 'fy/gamma_m0' +KEY_FCD = 'Fcd' +KEY_DISP_FCD = 'f_cd' +KEY_DISP_DESIGN_STRENGTH_COMPRESSION = 'Design Strength (kN)' +DISP_TITLE_OPTIMUM_SECTION = 'Optimum Section' +KEY_TITLE_OPTIMUM_DESIGNATION = 'Optimum.Designation' +KEY_DISP_TITLE_OPTIMUM_DESIGNATION = 'Designation' +KEY_OPTIMUM_UR_COMPRESSION = 'Optimum.UR' +KEY_DISP_OPTIMUM_UR_COMPRESSION = 'Utilization Ratio' +KEY_OPTIMUM_SC = 'Optimum.SectionClassification' +KEY_DISP_OPTIMUM_SC = 'Section Classification' +DISP_TITLE_ZZ = 'Major Axis (z-z)' +DISP_TITLE_YY = 'Minor Axis (y-y)' +KEY_EFF_LEN_ZZ = 'Major.Effective_Length' +KEY_DISP_EFF_LEN_ZZ = 'Effective Length (m)' +KEY_EFF_LEN_YY = 'MinorEffLen' +KEY_DISP_EFF_LEN_YY = 'Effective Length (m)' +KEY_EULER_BUCKLING_STRESS_ZZ = 'MajorBucklingStress' +KEY_DISP_EULER_BUCKLING_STRESS_ZZ = 'Euler Buckling Stress (MPa)' +KEY_EULER_BUCKLING_STRESS_YY = 'MinorBucklingStress' +KEY_DISP_EULER_BUCKLING_STRESS_YY = 'Euler Buckling Stress (MPa)' +KEY_BUCKLING_CURVE_ZZ = 'MajorBC' +KEY_DISP_BUCKLING_CURVE_ZZ = 'Buckling Curve Classification' +KEY_BUCKLING_CURVE_YY = 'MinorBC' +KEY_DISP_BUCKLING_CURVE_YY = 'Buckling Curve Classification' +KEY_IMPERFECTION_FACTOR_ZZ = 'MajorIF' +KEY_DISP_IMPERFECTION_FACTOR_ZZ = 'Imperfection Factor' +KEY_IMPERFECTION_FACTOR_YY = 'MinorIF' +KEY_DISP_IMPERFECTION_FACTOR_YY = 'Imperfection Factor' +KEY_SR_FACTOR_ZZ = 'MajorSRF' +KEY_DISP_SR_FACTOR_ZZ = 'Stress Reduction Factor' +KEY_SR_FACTOR_YY = 'MinorSRF' +KEY_DISP_SR_FACTOR_YY = 'Stress Reduction Factor' +KEY_NON_DIM_ESR_ZZ = 'MajorNDESR' +KEY_DISP_NON_DIM_ESR_ZZ = 'Non-dimensional Effective SR (z-z)' +KEY_NON_DIM_ESR_YY = 'MinorNDESR' +KEY_DISP_NON_DIM_ESR_YY = 'Non-dimensional Effective SR (y-y)' +KEY_EFF_SEC_AREA_ZZ = 'MajorEffSecArea' +KEY_DISP_EFF_SEC_AREA_ZZ = 'Effective Sectional Area (mm2)' +KEY_EFF_SEC_AREA_YY = 'MinorEffSecArea' +KEY_DISP_EFF_SEC_AREA_YY = 'Effective Sectional Area (mm2)' +KEY_COMP_STRESS_ZZ = 'MajorDCS' +KEY_DISP_COMP_STRESS_ZZ = 'Design Compressive Stress (MPa)' +KEY_COMP_STRESS_YY = 'MinorDCS' +KEY_DISP_COMP_STRESS_YY = 'Design Compressive Stress (MPa)' +KEY_DISP_DESIGN_STRENGTH_YY = 'Pd (kN)' +KEY_DISP_DESIGN_STRENGTH_ZZ = 'Pd (kN)' +KEY_DESIGN_STRENGTH_YY = 'DesignStrength.y-y' +KEY_DESIGN_STRENGTH_ZZ = 'DesignStrength.z-z' +##Strut Design +################################### +KEY_SHEAR_STRENGTH = 'Shear.Strength' +KEY_SHEAR_STRENGTH_YY = 'Shear.Strength_YY' +KEY_SHEAR_STRENGTH_ZZ = 'Shear.Strength_ZZ' +KEY_MOMENT_STRENGTH = 'Moment.Strength' +KEY_MOMENT_STRENGTH_YY = 'Moment.Strength_YY' +KEY_MOMENT_STRENGTH_ZZ = 'Moment.Strength_ZZ' +KEY_DISP_HIGH_SHEAR= 'High Shear Check' +KEY_DISP_HIGH_SHEAR_YY= 'High Shear Check (y-y)' +KEY_DISP_HIGH_SHEAR_ZZ= 'High Shear Check (z-z)' +KEY_HIGH_SHEAR = 'Shear.High' +KEY_HIGH_SHEAR_YY = 'Shear.High_YY' +KEY_HIGH_SHEAR_ZZ = 'Shear.High_ZZ' +KEY_DISP_DESIGN_STRENGTH_SHEAR = 'Shear Strength (kN)' # Design +KEY_DISP_DESIGN_STRENGTH_SHEAR_YY = 'Shear Strength (y-y) (kN)' +KEY_DISP_DESIGN_STRENGTH_SHEAR_ZZ = 'Shear Strength (z-z) (kN)' +KEY_DISP_DESIGN_STRENGTH_MOMENT = 'Moment Strength (kNm)' # Design +KEY_DISP_DESIGN_STRENGTH_MOMENT_YY = 'Moment Strength (y-y) (kNm)' +KEY_DISP_DESIGN_STRENGTH_MOMENT_ZZ = 'Moment Strength (z-z) (kNm)' +KEY_DISP_REDUCE_STRENGTH_MOMENT = 'Reduced Moment Strength (kNm)' +KEY_EULER_BUCKLING_STRESS = 'MajorBucklingStress' +KEY_DISP_EULER_BUCKLING_STRESS = 'Buckling Stress (MPa)' # Euler +KEY_EFF_SEC_AREA = 'MajorEffSecArea' +KEY_DISP_EFF_SEC_AREA = 'Eff. Sectional Area (cm2)' # ective +KEY_EFF_LEN = 'Major.Effective_Length' +KEY_DISP_EFF_LEN = 'Eff. Length (m)' # ective +KEY_BUCKLING_CURVE = 'BucklingCurve' +KEY_DISP_BUCKLING_CURVE = 'Buckling Curve' # Classification +KEY_IMPERFECTION_FACTOR = 'ImperfectionFactor' +KEY_DISP_IMPERFECTION_FACTOR = 'Imperfection' # Factor +KEY_SR_FACTOR = 'StressReductionFactor' +KEY_DISP_SR_FACTOR = 'Stress Reduction' # Factor +KEY_NON_DIM_ESR = 'NDESR' +KEY_DISP_NON_DIM_ESR = 'ND Eff. Senderness' +KEY_ALLOW_CLASS = 'Optimum.Class' +KEY_DISP_CLASS = 'Semi-compact sections' +DISP_TITLE_STRUT_SECTION = 'Section Details' +KEY_ALLOW_LOAD = 'Load.Type' +KEY_DISP_LOAD = 'Type of Load' +KEY_DISP_ESR = 'Effective SR' +KEY_ESR = 'ESR' +KEY_SR_lambdavv = 'ESRLambdavv' +KEY_DISP_SR_lambdavv = 'Lambda v-v' +KEY_SR_lambdapsi = 'ESRLambdapsi' +KEY_DISP_SR_lambdapsi = 'Lambda psi' +Buckling_Type = 'Type of Buckling' +End_Connection_title = 'End Connection Details' +KEY_COMP_STRESS = 'MinorDCS' +KEY_DISP_COMP_STRESS = 'Compressive Stress (MPa)' +KEY_DISP_DESIGN_BENDING_STRENGTH = 'Design Bending Strength (kNm)' + +KEY_Buckling_Out_plane = ' Out_of_Plane' +KEY_Buckling_In_plane = ' In_Plane' +Buckling_Out_plane = ' Out of Plane' +Buckling_In_plane = ' In Plane' +Load_type1 = 'Concentric Load' +Load_type2 = 'Leg Load' +Strut_load = list((Load_type1, Load_type2)) +IMG_STRUT_1 = _get_resource_str("data", "ResourceFiles", "images", "bA.png") +IMG_STRUT_2 = _get_resource_str("data", "ResourceFiles", "images", "bBBA.png") +IMG_STRUT_3 = _get_resource_str("data", "ResourceFiles", "images", "back_back_same_side_angles.png") +VALUES_IMG_STRUT = list(( IMG_STRUT_1, IMG_STRUT_2, IMG_STRUT_3)) +KEY_BOLT_Number = 'Bolt.Number' +Strut_Bolt_Number = 'Number of Bolts' +Profile_name_1 = 'Angles' +Profile_name_2 = 'Back to Back Angles - Same side of gusset' +Profile_name_3 = 'Back to Back Angles - Opposite side of gusset' +loc_type1 = 'Long Leg' +loc_type2 = 'Short Leg' +VALUES_SEC_PROFILE_Compression_Strut = list((Profile_name_1, Profile_name_2, Profile_name_3)) #other sections can be added later the elements and not before 'Star Angles', 'Channels', 'Back to Back Channels' +Profile_2_img1 = _get_resource_str("data", "ResourceFiles", "images", "bblssg_eq.png") # Back to back Long leg on same side of gusset for equal angle +Profile_2_img2 = _get_resource_str("data", "ResourceFiles", "images", "bbsssg_eq.png")# Back to back short leg on same side of gusset for equal angle +Profile_2_img3 = _get_resource_str("data", "ResourceFiles", "images", "bblssg_ueq.png")# Back to back Long leg on same side of gusset for unequal angle +Profile_2_img4 = _get_resource_str("data", "ResourceFiles", "images", "bbsssg_ueq.png")# Back to back short leg on same side of gusset for unequal angle + +KEY_ALLOW_CLASS1 = 'Optimum.Class1' +KEY_DISP_CLASS1 = 'Choose Plastic sections' +KEY_ALLOW_CLASS2 = 'Optimum.Class2' +KEY_DISP_CLASS2 = 'Choose Compact sections' +KEY_ALLOW_CLASS3 = 'Optimum.Class3' +KEY_DISP_CLASS3 = 'Choose Semi-compact sections' +KEY_ALLOW_CLASS4 = 'Optimum.Class4' +KEY_DISP_CLASS4 = 'Choose Slender sections' +KEY_ALLOW_UR = 'Optimum.AllowUR' +KEY_DISP_UR = 'Allowable Utilization Ratio (UR)' +KEY_OPTIMIZATION_PARA = 'Optimum.Para' +KEY_DISP_OPTIMIZATION_PARA = 'Optimization Parameter' +KEY_EFFECTIVE_AREA_PARA = 'Effective.Area_Para' +KEY_DISP_EFFECTIVE_AREA_PARA = 'Effective Area Parameter' +KEY_DISP_SECTION_DEFINITION_DP = 'Section Definition (Table 2)' +KEY_DISP_OPTIMIZATION_STEEL_COST = 'Cost' +KEY_STEEL_COST = 'Steel.Cost' +KEY_DISP_STEEL_COST = 'Steel cost (INR / per kg)' + +################################### +#Flexure Members +################################### +KEY_Plastic = "Plastic" +KEY_Compact = "Compact" +KEY_SemiCompact = "Semi-Compact" +KEY_Flexure_Member_MAIN_MODULE = 'Flexure Member' +KEY_DISP_FLEXURE = 'Flexural Members - Simply Supported' +KEY_DISP_FLEXURE2 = 'Flexural Members - Cantilever' +KEY_DISP_Cantilever = KEY_DISP_FLEXURE2 +KEY_DISP_FLEXURE3 = 'Flexural Members' +KEY_DISP_FLEXURE4 = 'Flexural Members - Purlins' + +KEY_DISP_PLASTIC_STRENGTH_MOMENT = 'Plastic Strength (kNm)' +KEY_DISP_Bending_STRENGTH_MOMENT = 'Bending Strength (kNm)' +KEY_DISP_LTB_Bending_STRENGTH_MOMENT = 'Lateral Torsional Buckling Strength (kNm)' + +KEY_DISP_betab_constatnt= 'Betab' +KEY_betab_constatnt= 'Beta.Constant' +KEY_BUCKLING_STRENGTH= 'Buckling.Strength' +KEY_DISP_BUCKLING_STRENGTH= 'Buckling Strength (kN)' +KEY_WEB_CRIPPLING= 'Crippling.Strength' +KEY_DISP_CRIPPLING_STRENGTH = 'Crippling Strength (kN)' +KEY_DISP_LTB= 'Lateral Torsional Buckling Details' +KEY_DISP_Elastic_CM= 'Critical Moment (Mcr) (kNm)'# Elastic +KEY_DISP_Elastic_CM_YY= 'Critical Moment (y-y) (Mcr)' +KEY_DISP_Elastic_CM_ZZ= 'Critical Moment (z-z) (Mcr)' +KEY_DISP_Elastic_CM_latex= 'Elastic Critical Moment(kNm)' # +KEY_DISP_T_constatnt= 'Torsional Constant (mm4)' # (It) +KEY_DISP_W_constatnt= 'Warping Constant (mm6)' # (Iw) +KEY_LTB= 'L.T.B.Details' +KEY_Elastic_CM= 'Elastic.Moment' +KEY_Elastic_CM_YY = 'Elastic.Moment_YY' +KEY_Elastic_CM_ZZ = 'Elastic.Moment_ZZ' +KEY_T_constatnt= 'T.Constant' +KEY_W_constatnt= 'W.Constant' +KEY_IMPERFECTION_FACTOR_LTB = 'Imperfection.LTB' +KEY_SR_FACTOR_LTB = 'SR.LTB' +KEY_NON_DIM_ESR_LTB = 'NDESR.LTB' +# KEY_LTB= 'Lateral Torsional Buckling Details' +KEY_WEB_BUCKLING= 'Web Buckling Details' +KEY_WEB_RESISTANCE= 'Web Resistance Details' +KEY_BEARING_LENGTH = 'Bearing.Length' +Simply_Supported_img = _get_resource_str("data", "ResourceFiles", "images", "ss_beam.png") +Cantilever_img = _get_resource_str("data", "ResourceFiles", "images", "c_beam.png") +Purlin_img = _get_resource_str("data", "ResourceFiles", "images", "purlin.jpg") +KEY_LENGTH_OVERWRITE = 'Length.Overwrite' +KEY_DISPP_LENGTH_OVERWRITE = 'Effective Length Parameter' +KEY_DISP_BEAM_MOMENT = 'Bending Moment (kNm)(Mz-z)' +KEY_DISP_BEAM_MOMENT_Latex = 'Bending Moment (kNm)' # ($M_{z-z}$) +KEY_SUPP_TYPE = 'Member.Type' +DISP_TITLE_ISECTION = 'I Sections' +KEY_DISP_CLADDING = 'Cladding (For Deflection)' + +#Web Resistance Values +KEY_BENDING_COMPRESSIVE_STRESS_YY = 'Resistance.Bending_Cmp_Stress_yy' +KEY_BENDING_COMPRESSIVE_STRESS_ZZ = 'Resistance.Bending_Cmp_Stress_zz' +KEY_DISP_BENDING_COMPRESSIVE_STRESS_YY = 'Bending Compressive Stress (y-y)' +KEY_DISP_BENDING_COMPRESSIVE_STRESS_ZZ = 'Bending Compressive Stress (z-z)' +KEY_BENDING_STRESS_RF_YY = 'Resistance.Bending_Stress_RF_yy' +KEY_BENDING_STRESS_RF_ZZ = 'Resistance.Bending_Stress_RF_zz' +KEY_DISP_BENDING_STRESS_RF_YY = 'Bending Stress Reduction Factor (y-y)' +KEY_DISP_BENDING_STRESS_RF_ZZ = 'Bending Stress Reduction Factor (z-z)' +KEY_RESISTANCE_MOMENT_YY = 'Resistance.Moment_YY' +KEY_RESISTANCE_MOMENT_ZZ = 'Resistance.Moment_ZZ' +KEY_DISP_RESISTANCE_MOMENT_YY = 'Moment (y-y)' +KEY_DISP_RESISTANCE_MOMENT_ZZ = 'Moment (z-z)' +KEY_BUCKLING_CLASS = "Buckling Class" +KEY_DISP_BUCKLING_CLASS = "Buckling Class" + +KEY_DISP_DESIGN_TYPE_FLEXURE = 'Laterally Supported' +KEY_DESIGN_TYPE_FLEXURE = 'Flexure.Type' +KEY_BEAM_SUPP_TYPE = 'Support Type *' +KEY_BEAM_SUPP_TYPE_DESIGN = 'Design Support Type' +KEY_DISP_DESIGN_TYPE2_FLEXURE = 'Laterally Unsupported' +KEY_DESIGN_TYPE2_FLEXURE = 'Laterally.Unsupported' +KEY_DISP_BENDING = 'Axis of Bending' +KEY_DISP_BENDING1 = 'Major' +KEY_DISP_BENDING2 = 'Minor' +VALUES_BENDING_TYPE = list((KEY_DISP_BENDING2, KEY_DISP_BENDING1)) +VALUES_SUPP_TYPE = list((KEY_DISP_DESIGN_TYPE_FLEXURE, KEY_DISP_DESIGN_TYPE2_FLEXURE)) #[KEY_DISP_DESIGN_TYPE_FLEXURE, KEY_DISP_DESIGN_TYPE2_FLEXURE] +VALUES_SUPP_TYPE_temp = list((KEY_DISP_BENDING1 + " " + KEY_DISP_DESIGN_TYPE_FLEXURE, KEY_DISP_BENDING2 + " " + KEY_DISP_DESIGN_TYPE2_FLEXURE, KEY_DISP_BENDING1 + " " + KEY_DISP_DESIGN_TYPE2_FLEXURE)) #[KEY_DISP_DESIGN_TYPE_FLEXURE, KEY_DISP_DESIGN_TYPE2_FLEXURE] +KEY_BENDING = 'Bending.type' +KEY_SUPPORT = 'Flexure.Support' +KEY_DISP_SUPPORT = 'End Conditions' +KEY_DISP_SUPPORT1 = 'Simply Supported' +KEY_DISP_SUPPORT2 = 'Cantilever' +KEY_DISP_SUPPORT3 = 'Purlins' +KEY_DISP_SUPPORT_LIST = list((KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2, KEY_DISP_SUPPORT3)) #[KEY_DISP_SUPPORT1, KEY_DISP_SUPPORT2] +# KEY_SUPPORT1 = 'SimpSupport.Torsional' +# KEY_SUPPORT2 = 'SimpSupport.Warping' +KEY_CLADDING_TYPE1 = 'Brittle Cladding' +KEY_CLADDING_TYPE2 = 'Elastic Cladding' +KEY_CLADDING = 'Cladding.type' +VALUES_CLADDING = list((KEY_CLADDING_TYPE1, KEY_CLADDING_TYPE2)) +KEY_DISP_LENGTH_BEAM = 'Effective Span (m)*' +KEY_LOAD = 'Loading.Condition' +KEY_DISP_LOAD = 'Loading Condition' +KEY_DISP_LOAD1 ='Normal' +KEY_DISP_LOAD2 = 'Destabilizing' +KEY_DISP_LOAD_list = list((KEY_DISP_LOAD1, KEY_DISP_LOAD2)) +KEY_TORSIONAL_RES = 'Torsion.restraint' +DISP_TORSIONAL_RES = 'Torsional Restraint *' +Torsion_Restraint1 = 'Fully Restrained' +Torsion_Restraint2 = 'Partially Restrained-support connection' +Torsion_Restraint3 = 'Partially Restrained-bearing support' +Torsion_Restraint_list = list(( Torsion_Restraint1, Torsion_Restraint2, Torsion_Restraint3)) +KEY_WARPING_RES = 'Warping.restraint' +DISP_WARPING_RES = 'Warping Restraint *' +Warping_Restraint1 = 'Both flanges fully restrained' +Warping_Restraint2 = 'Compression flange fully restrained' +# Warping_Restraint3 = 'Both flanges fully restrained' +Warping_Restraint4 = 'Compression flange partially restrained' +Warping_Restraint5 = 'Warping not restrained in both flanges' +Warping_Restraint_list = list(( Warping_Restraint1, Warping_Restraint2, Warping_Restraint4, Warping_Restraint5)) +DISP_SUPPORT_RES = 'Support restraint *' +KEY_SUPPORT_TYPE = 'Cantilever.Support' +Support1 = 'Continous, with lateral restraint to top flange' +Support2 = 'Continous, with partial torsional restraint' +Support3 = 'Continous, with lateral and torsional restraint' +Support4 = 'Restrained laterally, torsionally and against rotation on flange' +Supprt_Restraint_list = list(( Support1, Support2, Support3, Support4)) +DISP_TOP_RES = 'Top restraint *' +KEY_SUPPORT_TYPE2 = 'Cantilever.Top' +Top1 = 'Free' +Top2 = 'Lateral restraint to top flange' +Top3 = 'Torsional rwstraint' +Top4 = 'Lateral and Torsional restraint' +Top_Restraint_list = list(( Top1, Top2, Top3, Top4)) +KEY_WEB_BUCKLING_option = ['Method A','Method B'] +KEY_BUCKLING_METHOD = 'Buckling.Method' +KEY_ShearBuckling = 'Shear Buckling Design Method ' +KEY_ShearBucklingOption = 'S.B.Methods' +KEY_DISP_SB_Option = ['Simple Post Critical', 'Tension Field Test'] +KEY_DISP_TENSION_HOLES = 'Tension Zone' +KEY_DISP_Web_Buckling = 'Web Buckling' +KEY_DISP_Utilization_Ratio = 'Utilization Ratio' +KEY_DISP_Web_Buckling_Support = 'Web Buckling @Support' +KEY_DISP_I_eff_latex = '$I_{eff}$web' +KEY_DISP_A_eff_latex = '$A_{eff}$web' +KEY_DISP_r_eff_latex = '$r_{eff}$web' +KEY_DISP_K_v_latex = '$K_{v}$' +KEY_DISP_Elastic_Critical_shear_stress_web = 'Elastic Critical Shear Stress Web($N/mm^2$)' #(\tau_{crc}) +KEY_DISP_Transverse_Stiffener_spacing = 'Spacing of Transverse Stiffeners(c)(mm)' +KEY_DISP_slenderness_ratio_web = r'Web Slenderness ratio($\lambda_w$)' +KEY_DISP_BUCKLING_STRENGTH= 'Buckling Resistance (kN)' +KEY_DISP_reduced_moment= 'Reduced moment (Nmm)' +# KEY_DISP_reduced_moment= 'Reduced moment (N_f)' +KEY_DISP_tension_field_incline= r'Tension field inclination($\phi$)' +KEY_DISP_Yield_Strength_Tension_field = 'Yield Strength of Tension field(f_v)($N/mm^2$)' +KEY_DISP_AnchoragelengthTensionField= 'Anchorage length of Tension Field(s)(mm)' +KEY_DISP_WidthTensionField= 'Width of Tension Field($w_{tf}$)' + +################################### +# Plate Girder +################################### +KEY_PLATE_GIRDER_MAIN_MODULE = 'PLATE GIRDER' +KEY_DISP_PLATE_GIRDER_WELDED = 'PLATE GIRDER' +KEY_DISP_PG_SectionDetail = 'Section Details' +KEY_tf = 'TF.Data' +KEY_tw = 'TW.Data' +KEY_dw = 'DW.Data' +KEY_bf = 'BF.Data' +KEY_DISP_tf = 'Flange Thickness(mm)' +KEY_DISP_tw = 'Web Thickness(mm)' +KEY_DISP_dw = 'Web Depth(mm)' +KEY_DISP_bf = 'Flange Width(mm)' +KEY_IntermediateStiffener = 'IntermediateStiffener.Data' +KEY_DISP_IntermediateStiffener = 'Intermediate Stiffener' +KEY_DISP_Plate_Girder_PROFILE = 'Section Profile' +KEY_IntermediateStiffener_spacing = 'IntermediateStiffener.Spacing' +KEY_DISP_IntermediateStiffener_spacing = 'Intermediate Stiffener Spacing (mm)' +KEY_LongitudnalStiffener = 'LongitudnalStiffener.Data' +KEY_LongitudnalStiffener_thickness = 'LongitudnalStiffner.Thickness' +KEY_LongitudnalStiffener_thickness_val = 'LongitudnalStiffner.Thickness.val' +KEY_DISP_LongitudnalStiffener = 'Longitudnal Stiffener' +KEY_DISP_LongitudnalStiffener_thickness = 'Longitudnal Stiffener Thickness (mm)' +KEY_IntermediateStiffener_thickness = 'IntermediateStiffener.Thickness' +KEY_IntermediateStiffener_thickness_val = 'IntermediateStiffener.Thickness.val' +KEY_DISP_IntermediateStiffener_thickness = 'Intermediate Stiffener Thickness (mm)' +KEY_WeldWebtoflange= 'WeldWebtoflange.Data' +KEY_DISP_WeldWebtoflange= 'Weld for Web to Flange (mm)' +KEY_WeldStiffenertoweb= 'WeldStiffenertoweb.Data' +KEY_DISP_WeldStiffenertoweb= 'Weld for Stiffener to Web (mm)' +KEY_IS_IT_SYMMETRIC = 'Girder.Symmetry' +KEY_DISP_IS_IT_SYMMETRIC = 'Symmetry' +KEY_DISP_SYM = 'Symmetric Girder' +KEY_DISP_UNSYM = 'Unsymmetric Girder' +KEY_DISP_SYMMETRIC_list = list((KEY_DISP_SYM, KEY_DISP_UNSYM)) +KEY_TOP_FLANGE_THICKNESS_PG = 'TopFlange.Thickness' +KEY_DISP_TOP_FLANGE_THICKNESS_PG = 'Top Flange Thickness (mm)' +KEY_OVERALL_DEPTH_PG = 'Total.Depth' +KEY_OVERALL_DEPTH_PG_TYPE = 'Total.Design_Type' +KEY_DISP_OVERALL_DEPTH_PG_TYPE = 'Design Type' +KEY_DISP_OVERALL_DEPTH_PG = 'Total Depth (mm)' +KEY_WEB_THICKNESS_PG = 'Web.Thickness' +KEY_DISP_WEB_THICKNESS_PG = 'Web Thickness (mm)' +KEY_TOP_Bflange_PG_Type = 'Topflange.Width_Type' +KEY_DISP_TOP_Bflange_PG_Type = 'Top Flange Width Type' +KEY_TOP_Bflange_PG = 'Topflange.Width' +KEY_DISP_TOP_Bflange_PG = 'Width of Top Flange (mm)' +KEY_BOTTOM_Bflange_PG_Type = 'Bottomflange.Width_Type' +KEY_DISP_BOTTOM_Bflange_PG_Type = 'Bottom Flange Width Type' +KEY_BOTTOM_Bflange_PG = 'Bottomflange.Width' +KEY_DISP_BOTTOM_Bflange_PG = 'Width of Bottom Flange (mm)' +KEY_BOTTOM_FLANGE_THICKNESS_PG = 'BottomFlange.Thickness' +KEY_DISP_BOTTOM_FLANGE_THICKNESS_PG = 'Bottom Flange Thickness (mm)' +KEY_STR_TYPE = 'Structure.Type' +KEY_DISP_STR_TYPE = 'Type of Structure' +KEY_WEB_PHILOSOPHY = 'Web.Philosophy' +KEY_DISP_WEB_PHILOSOPHY = 'Web Philosophy' +KEY_DISP_SECTION_DATA_PG = 'Design Inputs' +KEY_LOADING = 'Factored Maximum Loads' +KEY_DISP_STR_TYP1 = 'Highway Bridge' +KEY_DISP_STR_TYP2 = 'Railway Bridge' +KEY_DISP_STR_TYP3 = 'Industrial Structure' +KEY_DISP_STR_TYP4 = 'Other Building' +KEY_DISP_STR_TYPE_list = [KEY_DISP_STR_TYP1, KEY_DISP_STR_TYP2, KEY_DISP_STR_TYP3,KEY_DISP_STR_TYP4] +KEY_DISP_PHILO1 = 'Thin Web with ITS' +KEY_DISP_PHILO2 = 'Thick Web without ITS' +WEB_PHILOSOPHY_list = list((KEY_DISP_PHILO1, KEY_DISP_PHILO2)) +KEY_DISP_DESIGN_STIFFER = 'Stiffener Design' +KEY_DISP_WELD_DESIGN = 'Weld Design' +KEY_BENDING_MOMENT_SHAPE= 'Bendingmoment.shape' +KEY_DISP_BENDING_MOMENT_SHAPE='Bending Moment Shape' +KEY_UDL_PIN_PIN_PG='UDLPINPIN.Data' +KEY_DISP_UDL_PIN_PIN_PG='Uniform Loading with pinned-pinned support' +KEY_UDL_FIX_FIX_PG= 'UDLFIXFIX.Data' +KEY_DISP_UDL_FIX_FIX_PG= 'Uniform Loading with fixed-fixed support' +KEY_PL_PIN_PIN_PG= 'PLPINPIN.Data' +KEY_DISP_PL_PIN_PIN_PG='Concentrate Load with pinned-pinned support' +KEY_PL_FIX_FIX_PG= 'PLFIXFIX.Data' +KEY_DISP_PL_FIX_FIX_PG= 'Concentrate load with fixed-fixed support' +KEY_DISP_GIRDERSEC = 'Girder Properties' +DISP_TITLE_MOMENT_DESIGN = 'Moment Design Details' +DISP_TITLE_SHEAR_DESIGN = 'Shear Design Details' +DISP_TITLE_DEFLECTION = 'Deflection Check' +Bending_moment_shape_list= list((KEY_DISP_UDL_PIN_PIN_PG, KEY_DISP_UDL_FIX_FIX_PG, KEY_DISP_PL_PIN_PIN_PG,KEY_DISP_PL_FIX_FIX_PG)) +VALUES_DEPTH_PG = ['Customized','Optimized'] +VALUES_OPT = ['All'] +KEY_DESIGN_LOAD = 'Design.Load' +KEY_DISP_DESIGN_LOAD = 'Design Load' +VALUE_DESIGN_LOAD_list = ['Live load','Dead load', 'Crane Load(Manual operation)', 'Crane load(Electric operation up to 50t)', 'Crane load(Electric operation over 50t)'] +KEY_MEMBER_OPTIONS = 'Member.Options' +KEY_DISP_MEMBER_OPTIONS = 'Member Options' +# VALUES_MEMBER_OPTIONS_INDUS = ['Purlin and Girts', 'Simple span', 'Cantilever span', 'Rafter Supporting', 'Gantry'] +# VALUES_MEMBER_OPTIONS_OTHER = ['Floor and roof', 'Cantilever'] +# VALUES_MEMBER_OPTIONS_BRIDGE = ['Simple span', 'Cantilever span'] +VALUES_MEMBER_OPTIONS = [['Simple Span', 'Cantilever Span'],['Purlin and Girts', 'Simple span', 'Cantilever span', 'Rafter Supporting', 'Gantry'], ['Floor and roof', 'Cantilever']] +KEY_SUPPORTING_OPTIONS = 'Supporting.Options' +KEY_DISP_SUPPORTING_OPTIONS = 'Supporting Options' +VALUES_SUPPORTING_OPTIONS_PSC = ['Elastic cladding', 'Brittle cladding'] +VALUES_SUPPORTING_OPTIONS_RS = ['Profiled Metal sheeting', 'Plastered sheeting'] +VALUES_SUPPORTING_OPTIONS_GNT = ['Crane'] +VALUES_SUPPORTING_OPTIONS_FRC = ['Elements not susceptible to cracking', 'Element susceptible to cracking'] +VALUES_SUPPORTING_OPTIONS_DEF = ['NA'] +KEY_MAX_DEFL = 'Deflection.Max' +KEY_DISP_MAX_DEFL = 'Maximum Deflection' +VALUES_MAX_DEFL = ['Span/600','Span/800','Span/400','Span/300','Span/360','Span/150','Span/180','Span/240','Span/120','Span/500','Span/750','Span/1000'] +KEY_SUPPORT_WIDTH = 'Support.Width' +KEY_DISP_SUPPORT_WIDTH = 'Support Width (mm) *' +VALUES_STIFFENER_THICKNESS = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', + '110', '120'] +KEY_EndpanelStiffener_thickness = 'EndpanelStiffener.Thickness' +KEY_LongitudnalStiffener_numbers = 'LongitudnalStiffener.Numbers' +KEY_LongitudinalStiffener1_pos = 'LongitudnalStiffener1.Position' +KEY_DISP_LongitudinalStiffener1_pos = 'Position of Longitudnal Stiffener 1 from NA (mm) ' +KEY_LongitudinalStiffener2_pos = 'LongitudnalStiffener2.Position' +KEY_DISP_LongitudinalStiffener2_pos = 'Position of Longitudnal Stiffener 2 from NA (mm)' +KEY_DISP_LongitudnalStiffener_numbers = 'Number of Longitudnal Stiffeners' +KEY_DISP_EndpanelStiffener_thickness = 'End Panel Stiffener Thickness (mm)' +KEY_OVERALL_DEPTH_PG_CST = "Overall Depth (D) (mm)" +KEY_DISP_DESIGN_BENDING_STRENGTH = 'Design Bending Strength (kNm)' + +################################### +# All Input Keys +################################### +KEY_MODULE = 'Module' +KEY_CONN = 'Connectivity' +KEY_TABLE = 'Table' +KEY_MEMBERS = 'No of Members' +KEY_LOCATION = 'Conn_Location' +KEY_ENDPLATE_TYPE = 'EndPlateType' +KEY_MATERIAL = 'Material' +KEY_MATERIAL_ST_SK = 'Material' +KEY_MATERIAL_FU = 'Material.Fu' +KEY_MATERIAL_FY = 'Material.Fy' + + +KEY_SEC_MATERIAL = 'Member.Material' +KEY_SEC_FU = 'Member.Fu' #Extra Keys +KEY_SEC_FY = 'Member.Fy' #Extra Keys + +KEY_SECSIZE = 'Member.Designation' +KEY_SECSIZE_DP = 'Member.Designation_dp' +KEY_SECSIZE_SELECTED = 'Member.Designation_Selected' #Extra Keys for Display +KEY_SUPTNGSEC = 'Member.Supporting_Section.Designation' +KEY_COLUMN_SECTION = 'Member.Column_Section.Designation' +KEY_SUPTNGSEC_MATERIAL = 'Member.Supporting_Section.Material' +KEY_A = 'Member.A' +KEY_B = 'Member.B' + + +KEY_SUPTDSEC_FU = 'Member.Supported_Section.Fu' #Extra Keys for DP Display +KEY_SUPTDSEC_FY = 'Member.Supported_Section.Fy' #Extra Keys for DP Display + +KEY_SUPTDSEC = 'Member.Supported_Section.Designation' +KEY_SUPTDSEC_MATERIAL = 'Member.Supported_Section.Material' +KEY_SUPTNGSEC_FU = 'Member.Supporting_Section.Fu' #Extra Keys for DP Display +KEY_SUPTNGSEC_FY = 'Member.Supporting.Section.Fy' #Extra Keys for DP Display + +KEY_LENGTH = 'Member.Length' +KEY_SEC_PROFILE = 'Member.Profile' +KEY_SEC_TYPE = 'Member.Type' + +KEY_SHEAR = 'Load.Shear' +KEY_SHEAR_YY = 'Load.Shear.YY' +KEY_SHEAR_ZZ = 'Load.Shear.ZZ' +KEY_AXIAL = 'Load.Axial' +KEY_MOMENT = 'Load.Moment' +KEY_MOMENT_YY = 'Load.Moment_YY' +KEY_MOMENT_ZZ = 'Load.Moment_ZZ' + +KEY_D = 'Bolt.Diameter' +KEY_TYP = 'Bolt.Type' +KEY_COF = 'Bolt.Coefficient' +KEY_GRD = 'Bolt.Grade' + +# KEY_DP_BOLT_MATERIAL_G_O = 'Bolt.Material_Grade_OverWrite' +KEY_DP_BOLT_HOLE_TYPE = 'Bolt.Bolt_Hole_Type' +KEY_DP_BOLT_TYPE = 'Bolt.TensionType' +KEY_DP_BOLT_SLIP_FACTOR = 'Bolt.Slip_Factor' + +KEY_CONNECTOR_MATERIAL = 'Connector.Material' +KEY_CONNECTOR_FU = 'Connector.Fu' #Extra Keys for DP Display +KEY_CONNECTOR_FY = 'Connector.Fy' #Extra Keys for DP Display +KEY_CONNECTOR_FY_20 = 'Connector.Fy_20' #Extra Keys for DP Display +KEY_CONNECTOR_FY_20_40 = 'Connector.Fy_20_40' #Extra Keys for DP Display +KEY_CONNECTOR_FY_40 = 'Connector.Fy_40' #Extra Keys for DP Display +KEY_CONNECTOR_GUSSET = 'Connector.GUSSET' #Extra Keys for DP Display + + +KEY_PLATETHK = 'Connector.Plate.Thickness_List' +KEY_FLANGEPLATE_PREFERENCES = 'Connector.Flange_Plate.Preferences' +KEY_FLANGEPLATE_THICKNESS = 'Connector.Flange_Plate.Thickness_list' +KEY_WEBPLATE_THICKNESS = 'Connector.Web_Plate.Thickness_List' +KEY_ANGLE_LIST='Connector.Angle_List' +KEY_ANGLE_SELECTED = 'Connector.Angle_Selected' +KEY_SEATEDANGLE = 'Connector.Seated_Angle_List' +KEY_TOPANGLE = 'Connector.Top_Angle' +KEY_DISP_ANGLE_LIST = 'Seated Angle List' +KEY_DISP_CLEAT_ANGLE_LIST = 'Cleat Angle List' +KEY_DISP_TOPANGLE_LIST = 'Top Angle List' + +KEY_MOMENT_MAJOR = 'Load.Moment.Major' +KEY_MOMENT_MINOR = 'Load.Moment.Minor' +KEY_ANCHOR_OCF = 'Anchor Bolt.OCF' +KEY_DISP_ANCHOR_OCF = 'Anchor Bolt Outside Column Flange' +KEY_ANCHOR_ICF = 'Anchor Bolt.ICF' +KEY_DISP_ANCHOR_ICF = 'Anchor Bolt Inside Column Flange' +KEY_DISP_ANCHOR_GENERAL = 'General' +KEY_DIA_ANCHOR_OCF = 'Anchor Bolt.OCF.Diameter' +KEY_DIA_ANCHOR_ICF = 'Anchor Bolt.ICF.Diameter' +KEY_TYP_ANCHOR = 'Anchor Bolt.Type' +KEY_GRD_ANCHOR_OCF = 'Anchor Bolt.OCF.Grade' +KEY_GRD_ANCHOR_ICF = 'Anchor Bolt.ICF.Grade' +KEY_GRD_FOOTING = 'Footing.Grade' + + +KEY_DP_WELD_FAB = 'Weld.Fab' +KEY_DP_WELD_MATERIAL_G_O = 'Weld.Material_Grade_OverWrite' +KEY_DP_WELD_TYPE = 'Weld.Type' + +KEY_DP_DETAILING_EDGE_TYPE = 'Detailing.Edge_type' +KEY_DP_DETAILING_GAP = 'Detailing.Gap' +KEY_DP_DETAILING_CORROSIVE_INFLUENCES = 'Detailing.Corrosive_Influences' +KEY_DP_DETAILING_PACKING_PLATE = 'Detailing.Packing_Plate' +KEY_DP_DESIGN_METHOD = 'Design.Design_Method' + +################### +# Value Keys +################### + +RED_LIST = [KEY_SUPTNGSEC, KEY_SUPTDSEC, KEY_SECSIZE] +VALUES_CONN_SPLICE = ['Coplanar Tension-Compression Flange', 'Coplanar Tension Flange', 'Coplanar Compression Flange'] +CONN_CFBW = 'Column Flange-Beam Web' +CONN_CWBW = 'Column Web-Beam Web' +VALUES_CONN_1 = [CONN_CFBW, CONN_CWBW] +VALUES_CONN_2 = ['Beam-Beam'] +VALUES_CONN_3 = ['Flush End Plate', 'Extended Both Ways'] +VALUES_CONN = VALUES_CONN_1 + VALUES_CONN_2 +VALUES_ENDPLATE_TYPE = ['Flushed - Reversible Moment', 'Extended One Way - Irreversible Moment', 'Extended Both Ways - Reversible Moment'] +# VALUES_CONN_BP = ['Welded Column Base', 'Welded+Bolted Column Base', 'Moment Base Plate', 'Hollow/Tubular Column Base'] +VALUES_CONN_BP = ['Welded Column Base', 'Moment Base Plate', 'Hollow/Tubular Column Base'] +VALUES_LOCATION = ['Select Location','Long Leg', 'Short Leg', 'Web'] +VALUES_COVER_PLATE = ['Single-Cover', 'Double-Cover'] + +# TODO: Every one is requested to use VALUES_ALL_CUSTOMIZED key instead of all other keys +VALUES_ALL_CUSTOMIZED = ['All', 'Customized'] +VALUES_ENDPLATE_THICKNESS = ['All', 'Customized'] +VALUES_DIA_ANCHOR = ['All', 'Customized'] +VALUES_GRD_ANCHOR = ['All', 'Customized'] +VALUES_D = ['All', 'Customized'] +VALUES_GRD = ['All', 'Customized'] +VALUES_PLATETHK = ['All', 'Customized'] +VALUES_FLANGEPLATE_THICKNESS = ['All', 'Customized'] +VALUES_WEBPLATE_THICKNESS = ['All', 'Customized'] +VALUES_ANGLESEC= ['All', 'Customized'] +VALUES_TRUSSBOLT_THK = ['8', '10', '12', '14', '16'] + +VALUES_MEMBERS = ['2', '3', '4', '5', '6', '7', '8'] +ALL_WELD_SIZES = [3, 4, 5, 6, 8, 10, 12, 14, 16] + +VALUES_TYP_ANCHOR = ['End Plate Type', 'IS 5624-Type A', 'IS 5624-Type B'] +VALUES_GRD_FOOTING = ['Select Grade', 'M10', 'M15', 'M20', 'M25', 'M30', 'M35', 'M40', 'M45', 'M50', 'M55'] +VALUES_TYP = [TYP_BEARING, TYP_FRICTION_GRIP] +TYP_FRICTION_GRIP = 'Friction Grip Bolt' +TYP_BEARING = 'Bearing Bolt' + +# VALUES_GRD_CUSTOMIZED = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] +VALUES_GRD_CUSTOMIZED = IS1367_Part3_2002.get_bolt_PC() + +# standard as per IS 1730:1989 +PLATE_THICKNESS_IS_1730_1989 = ['5', '6', '7', '8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63'] +# standard as per SAIL's product brochure +PLATE_THICKNESS_SAIL = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', + '110', '120'] + +VALUES_PLATETHICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL +VALUES_PLATETHK_CUSTOMIZED = PLATE_THICKNESS_SAIL +VALUES_ENDPLATE_THICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL +VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED = PLATE_THICKNESS_SAIL + +# TODO: delete the below list (commented) after verification +# VALUES_PLATETHK_CUSTOMIZED = ['3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', '22', '24','25', '26', '28', '30','32','36','40','45','50','56','63','80'] +# VALUES_ENDPLATE_THICKNESS_CUSTOMIZED = ['3', '4', '5', '6', '8', '10', '12', '14', '16', '18', '20', '22', '24', '26', '28', '30'] +# VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED = VALUES_ENDPLATE_THICKNESS_CUSTOMIZED[3:12] + ['25','28','32','36','40','45','50','56','63','80'] + + + +VALUES_FLANGEPLATE_PREFERENCES = ['Outside','Outside + Inside'] +VALUES_LOCATION_1 = ['Long Leg', 'Short Leg'] +VALUES_LOCATION_2 = ["Web"] +VALUES_SECTYPE = ['Select Type','Beams and Columns','Columns','Angles','Back to Back Angles','Star Angles','Channels','Back to back Channels'] + +VALUES_CONNLOC_BOLT = ['Bolted','Web','Flange','Leg','Back to Back Web','Back to Back Angles','Star Angles'] +VALUES_CONNLOC_WELD = ['Welded','Web','Flange','Leg','Back to Back Web','Back to Back Angles','Star Angles'] + +# Safe database call +try: + VALUES_BEAMSEC = connectdb("Beams") + VALUES_SECBM = connectdb("Beams") + VALUES_COLSEC = connectdb("Columns") + VALUES_MATERIAL = connectdb("Material") + VALUES_PRIBM = connectdb("Beams") + VALUES_DIAM = connectdb("Bolt") + VALUE_BEAM_COL = connectdb("Beams and Columns") +except Exception as e: + print(f"Warning: Could not load bolt diameters from database: {e}") + VALUES_DIAM = [] + VALUES_BEAMSEC = [] + VALUES_SECBM = [] + VALUES_COLSEC = [] + VALUES_MATERIAL = [] + VALUES_PRIBM = [] + VALUE_BEAM_COL = [] + +VALUES_MATERIAL_SELECTED = "E 250 (Fe 410 W)A" +# VALUES_DIAM = ['Select diameter','12','16','20','24','30','36'] + +VALUES_IMAGE_PLATEGIRDER = [_get_resource_str("data", "ResourceFiles", "images", "ULPPS_PG.png"), + _get_resource_str("data", "ResourceFiles", "images", "ULFFS_PG.png"), + _get_resource_str("data", "ResourceFiles", "images", "CLPPS_PG.png"), + _get_resource_str("data", "ResourceFiles", "images", "CLFFS_PG.png"), + _get_resource_str("data", "ResourceFiles", "images", "CLPPSPB_PG.png")] +VALUES_IMG_TENSIONBOLTED = [_get_resource_str("data", "ResourceFiles", "images", "bA.png"), _get_resource_str("data", "ResourceFiles", "images", "bBBA.png"), _get_resource_str("data", "ResourceFiles", "images", "bSA.png"), _get_resource_str("data", "ResourceFiles", "images", "bC.png"), _get_resource_str("data", "ResourceFiles", "images", "bBBC.png")] +VALUES_IMG_TENSIONWELDED = [_get_resource_str("data", "ResourceFiles", "images", "wA.png"), _get_resource_str("data", "ResourceFiles", "images", "wBBA.png"), _get_resource_str("data", "ResourceFiles", "images", "wSA.png"), _get_resource_str("data", "ResourceFiles", "images", "wC.png"), _get_resource_str("data", "ResourceFiles", "images", "wBBC.png")] +VALUES_IMG_TENSIONBOLTED_DF01 = [_get_resource_str("data", "ResourceFiles", "images", "equaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "bblequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "bbsequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "salequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "sasequaldp.png")] +VALUES_IMG_TENSIONBOLTED_DF02 = [_get_resource_str("data", "ResourceFiles", "images", "unequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "bblunequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "bbsunequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "salunequaldp.png"), _get_resource_str("data", "ResourceFiles", "images", "sasunequaldp.png")] + +VALUES_IMG_TENSIONBOLTED_DF03 = [_get_resource_str("data", "ResourceFiles", "images", "Slope_Channel.png"), _get_resource_str("data", "ResourceFiles", "images", "Parallel_Channel.png"), _get_resource_str("data", "ResourceFiles", "images", "Slope_BBChannel.png"), _get_resource_str("data", "ResourceFiles", "images", "Parallel_BBChannel.png")] + +VALUES_IMG_BEAM = [_get_resource_str("data", "ResourceFiles", "images", "Slope_Beam.png"), _get_resource_str("data", "ResourceFiles", "images", "Parallel_Beam.png")] +VALUES_IMG_HOLLOWSECTION = [_get_resource_str("data", "ResourceFiles", "images", "SHS.png"), _get_resource_str("data", "ResourceFiles", "images", "RHS.png"), _get_resource_str("data", "ResourceFiles", "images", "CHS.png")] + + +############################ +# Display Keys (Input Dock, Output Dock, Design preference, Design report) +############################ + +KEY_DISP_SHEAR_YLD = 'Shear Yielding Capacity (kN)' +KEY_DISP_SHEAR_RUP = 'Shear Rupture Capacity (kN)' +KEY_DISP_PLATE_BLK_SHEAR_SHEAR = 'Block Shear Capacity in Shear (kN)' +KEY_DISP_PLATE_BLK_SHEAR_TENSION = 'Block Shear Capacity in Tension (kN)' +KEY_DISP_SHEAR_CAPACITY = 'Shear Capacity (kN)' +KEY_DISP_BEARING_LENGTH = 'Bearing Length' +KEY_DISP_ALLOW_SHEAR = 'Allowable Shear Capacity (kN)' +DISP_LOWSHEAR = 'Limited to low shear capacity' + +KEY_DISP_BLK_SHEAR = 'Block Shear Capacity (kN)' +KEY_DISP_MOM_DEMAND = 'Moment Demand (kNm)' +KEY_DISP_MOM_CAPACITY = 'Moment Capacity (kNm)' +DISP_MIN_PITCH = 'Min. Pitch Distance (mm)' +DISP_MAX_PITCH = 'Max. Pitch Distance (mm)' +DISP_MIN_GAUGE = 'Min. Gauge Distance (mm)' +DISP_MAX_GAUGE = 'Max. Gauge Distance (mm)' +DISP_CS_GAUGE = 'Cross-centre Gauge Distance (mm)' +DISP_MIN_EDGE = 'Min. Edge Distance (mm)' +KEY_SPACING = "Spacing Check" +DISP_MAX_EDGE = 'Max. Edge Distance (mm)' +DISP_MIN_END = 'Min. End Distance (mm)' +DISP_MAX_END = 'Max. End Distance (mm)' +DISP_MIN_PLATE_HEIGHT = 'Min. Plate Height (mm)' +DISP_MAX_PLATE_HEIGHT = 'Max. Plate Height (mm)' +DISP_MIN_PLATE_LENGTH = 'Min. Plate Length (mm)' +DISP_MAX_PLATE_WIDTH = 'Max. Plate Width (mm)' +DISP_MIN_PLATE_WIDTH = 'Min. Plate Width (mm)' +DISP_MIN_LEG_LENGTH = 'Min. Leg Length (mm)' +DISP_MIN_CLEAT_HEIGHT = 'Min. Cleat Angle Height' +DISP_MAX_CLEAT_HEIGHT = 'Max. Cleat Angle Height' +DISP_MIN_CLEAT_THK = 'Min. Cleat Angle Thickness (mm)' +DISP_MIN_WIDTH = 'Minimum Width (mm)' + +DISP_MIN_PLATE_THICK = 'Min. Plate Thickness (mm)' + +######### Minimun for Flange#### +DISP_MIN_FLANGE_PLATE_HEIGHT = 'Min. Flange Plate Width (mm)' +DISP_MAX_FLANGE_PLATE_HEIGHT = 'Max. Flange Plate Width (mm)' +DISP_MIN_FLANGE_PLATE_LENGTH = 'Min. Flange Plate Length (mm)' +DISP_MIN_FLANGE_PLATE_THICK = 'Min. Flange Plate Thickness (mm)' + +######### Minimun for Flange#### +DISP_MIN_WEB_PLATE_HEIGHT = 'Min. Web Plate Height (mm)' +DISP_MAX_WEB_PLATE_HEIGHT = 'Max. Web Plate Height (mm)' +DISP_MIN_WEB_PLATE_LENGTH = 'Min. Web Plate Width (mm)' +DISP_MIN_WEB_PLATE_THICK = 'Min. Web Plate Thickness (mm)' + + + + +DISP_MIN_PLATE_INNERHEIGHT = 'Min. Inner Plate Width (mm)' +DISP_MAX_PLATE_INNERHEIGHT = 'Max. Inner Plate Width (mm)' +DISP_MIN_PLATE_INNERLENGTH = 'Min. Inner Plate Length (mm)' + + +KEY_DISP_FU = 'Ultimate Strength, Fu (MPa)' +KEY_DISP_FY = 'Yield Strength, Fy (MPa)' +KEY_DISP_IR = 'Interaction Ratio' +DISP_WELD_SIZE = 'Weld Size (mm)' +DISP_MIN_WELD_SIZE = 'Min. Weld Size (mm)' +DISP_MAX_WELD_SIZE = 'Max. Weld Size (mm)' +DISP_THROAT = 'Throat Thickness (mm)' +DISP_WEB_WELD_SIZE_REQ = 'Web Weld Size Required (mm)' + +DISP_WELD_STRENGTH = 'Weld Strength (N/mm)' +DISP_WELD_STRENGTH_MPA = 'Weld Strength (N/mm2)' +KEY_DISP_FY_20 = 'Yield Strength, Fy (MPa) (0-20mm)' +KEY_DISP_FY_20_40 = 'Yield Strength, Fy (MPa) (20-40mm)' +KEY_DISP_FY_40 = 'Yield Strength, Fy (MPa) (>40mm)' +KEY_DISP_GUSSET = 'Gusset Plate' +KEY_GUSSET = 'Thickness (mm)' + + +DISP_TITLE_ANCHOR_BOLT = 'Anchor Bolt' +DISP_TITLE_ANCHOR_BOLT_OUTSIDE_CF = 'Anchor Bolt - Outside Column Flange' +DISP_TITLE_ANCHOR_BOLT = 'Anchor Bolt' +DISP_TITLE_FOOTING = 'Pedestal/Footing' + +KEY_DISP_CONN = 'Connectivity *' + +KEY_DISP_ENDPLATE_TYPE = 'End Plate Type *' +KEY_DISP_MEMBERS = 'No of Members' + + +# VALUES_CONN_BP = ['Welded-Slab Base', 'Bolted-Slab Base', 'Gusseted Base Plate', 'Hollow Section'] + +#lapjointbolted +KEY_PLATE1_THICKNESS = "Plate1Thickness" +KEY_PLATE2_THICKNESS = "Plate2Thickness" +KEY_PLATEC_THICKNESS = "PlatecThickness" +KEY_PLATE_WIDTH = "PlateWidth" +KEY_DISP_PLATE1_THICKNESS = "Thickness of Plate-1 (mm) *" +KEY_DISP_PLATE2_THICKNESS = "Thickness of Plate-2 (mm) *" +KEY_DISP_PLATE_WIDTH = "Width of Plate (mm) *" +KEY_TENSILE_FORCE = "TensileForce*" +KEY_DISP_TENSILE_FORCE = "Tensile Force (kN) *" + +KEY_COVER_PLATE = "ButtJoint.CoverPlate" +KEY_DISP_COVER_PLATE = "Cover Plate" + +KEY_DISP_LENGTH = 'Length (mm) *' +KEY_DISP_LOCATION = 'Conn_Location *' +KEY_DISP_LOCATION_STRUT = 'Connection *' +KEY_DISP_MATERIAL = 'Material *' +KEY_DISP_SUPTNGSEC = 'Supporting Section' +KEY_DISP_SUPTNGSEC_REPORT = 'Supporting Section - Mechanical Properties' +KEY_DISP_COLSEC = 'Column Section *' +KEY_DISP_COLSEC_REPORT = 'Column Section' +KEY_DISP_PRIBM = 'Primary Beam *' +KEY_DISP_SUPTDSEC = 'Supported Section' +KEY_DISP_SUPTDSEC_REPORT = 'Supported Section - Mechanical Properties' +KEY_DISP_BEAMSEC = 'Beam Section *' +KEY_DISP_BEAMSEC_REPORT = 'Beam Section' +KEY_DISP_SECBM = 'Secondary Beam *' +DISP_TITLE_FSL = 'Factored Loads' +KEY_DISP_MOMENT = 'Bending Moment (kNm) *' +KEY_DISP_MOMENT_ZZ = 'Bending Moment (z-z) (kNm)' +KEY_DISP_MOMENT_YY = 'Bending Moment (y-y) (kNm)' + +KEY_DISP_TOP_ANGLE = 'Top Angle' + +KEY_DISP_DIA_ANCHOR = 'Diameter(mm) *' +DISP_TITLE_BOLT = 'Bolt' +DISP_TITLE_CRITICAL_BOLT = 'Critical Bolt Design' +DISP_TITLE_CRITICAL_BOLT_SHEAR = 'Critical Bolt - Shear Design' +DISP_TITLE_BOLT_CAPACITY = 'Bolt Capacity' + +DISP_TITLE_FLANGESPLICEPLATE = 'Flange Splice Plate ' +DISP_TITLE_FLANGESPLICEPLATE_OUTER = 'Outer Plate ' +DISP_TITLE_FLANGESPLICEPLATE_INNER = 'Inner Plate ' +KEY_DISP_SLENDER = 'Slenderness ratio' + + +KEY_DISP_PLATETHK = 'Thickness (mm) *' +KEY_DISP_DPPLATETHK = 'Endplate thickness, T (mm)' +KEY_DISP_DPPLATETHK01 = 'Endplate thickness, Tp (mm)' + +DISP_TITLE_TENSION = 'Tension Capacity' +KEY_DISP_FLANGESPLATE_PREFERENCES = 'Preference *' +KEY_DISP_FLANGESPLATE_THICKNESS = 'Thickness (mm)' +KEY_DISP_INNERFLANGESPLATE_THICKNESS = 'Thickness (mm)' + +DISP_TITLE_WELD = 'Weld' +DISP_TITLE_WELD_CAPACITY = 'Weld Capacity' +DISP_TITLE_END_CONNECTION = 'End Connection' +DISP_TITLE_WELD_DETAILS = 'Weld Details' +DISP_TITLE_CONN_DETAILS = 'Connection Details' + + +KEY_DISP_FLANGE_CAPACITY= 'Capacity' +KEY_DISP_FLANGE_PLATE_GAUGE ="Gauge Distance (mm)" +KEY_DISP_FLANGE_SPACING = 'Spacing (mm)' +KEY_DISP_END_DIST_FLANGE = 'End Distance' +KEY_DISP_EDGEDIST_FLANGE= 'Edge Distance (mm)' +KEY_DISP_FLANGE_PLATE_PITCH = 'Pitch Distance (mm)' + +KEY_DISP_FLANGE_PLATE_TEN_CAP ="Flange Plate Tension Capacity (kN)" +DISP_TITLE_SECTION = 'Section Details' +DISP_TITLE_TENSION_SECTION = 'Section Details' +SECTION_CLASSIFICATION = "Section Classification" + +KEY_DISP_D = 'Diameter (mm) *' +KEY_DISP_SHEAR = 'Shear Force (kN) *' +KEY_DISP_SHEAR_YY = 'Shear Force (y-y) (kN)' +KEY_DISP_SHEAR_ZZ = 'Shear Force (z-z) (kN)' +KEY_DISP_AXIAL = 'Axial Force (kN)' +KEY_DISP_AXIAL_STAR = 'Axial Force (kN)* ' +DISP_TITLE_PLATE = 'Plate' +KEY_DISP_TYP = 'Type *' +KEY_DISP_COF = 'Coefficient of friction' +KEY_DISP_TYP_ANCHOR = 'Anchor Type *' +KEY_DISP_GRD_ANCHOR = 'Property Class *' +KEY_DISP_GRD_FOOTING = 'Grade*' +KEY_DISP_GRD = 'Property Class *' +KEY_DISP_BOLT_PRE_TENSIONING = 'Bolt Tension' + +KEY_DISP_MOMENT_MAJOR = ' - Major axis (Mz-z)' +KEY_DISP_MOMENT_MINOR = ' - Minor axis (My-y)' + +# Applied load +KEY_INTERACTION_RATIO ="Interaction Ratio" +MIN_LOADS_REQUIRED ="Minimum Required Load" +KEY_DISP_APPLIED_SHEAR_LOAD = 'Applied Shear Force (kN)' +KEY_DISP_APPLIED_AXIAL_FORCE = 'Applied Axial Force (kN)' +KEY_DISP_APPLIED_MOMENT_LOAD = 'Applied Moment (kNm)' +KEY_DISP_AXIAL_FORCE_CON = 'Axial Load Considered (kN)' + + +# capacity + +KEY_OUT_DISP_AXIAL_CAPACITY = "Axial Capacity Member (kN)" +KEY_OUT_DISP_SHEAR_CAPACITY = "Shear Capacity Member (kN)" +KEY_OUT_DISP_MOMENT_CAPACITY = "Moment Capacity Member (kNm)" +KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY = 'Plastic Moment Capacity (kNm)' +KEY_OUT_DISP_MOMENT_D_DEFORMATION= 'Moment Deformation Criteria (kNm)' +KEY_OUT_DISP_SHEAR_CAPACITY_M = "Shear Capacity (kN)" + + +KEY_OUT_DIA_ANCHOR = 'Anchor Bolt.Diameter' +KEY_DISP_OUT_DIA_ANCHOR = 'Diameter (mm)' +KEY_OUT_GRD_ANCHOR = 'Anchor Bolt.Grade' +KEY_DISP_OUT_GRD_ANCHOR = 'Property Class' +KEY_OUT_ANCHOR_BOLT_LENGTH = 'Anchor Bolt.Length' +KEY_DISP_OUT_ANCHOR_BOLT_LENGTH = 'Anchor Length (mm)' +KEY_OUT_ANCHOR_BOLT_NO = 'Anchor Bolt.No of Anchor Bolts' +KEY_DISP_OUT_ANCHOR_BOLT_NO = 'No. of Anchors' + + +KEY_OUT_DISP_ANCHOR_BOLT_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_DISP_ANCHOR_BOLT_BEARING = 'Bearing Capacity (kN)' +KEY_OUT_DISP_ANCHOR_BOLT_CAPACITY = 'Bolt Capacity (kN)' +KEY_OUT_DISP_ANCHOR_BOLT_COMBINED = 'Combined Capacity (kN)' +KEY_OUT_DISP_ANCHOR_BOLT_TENSION_DEMAND = 'Tension Demand (kN)' +KEY_OUT_DISP_ANCHOR_BOLT_TENSION = 'Tension Capacity (kN)' + + +DISP_TITLE_ANCHOR_BOLT_UPLIFT = 'Anchor Bolt - Inside Column Flange' +KEY_OUT_DIA_ANCHOR_UPLIFT = 'Anchor Bolt.Diameter_Uplift' +KEY_DISP_OUT_DIA_ANCHOR_UPLIFT = 'Diameter (mm)' +KEY_OUT_GRD_ANCHOR_UPLIFT = 'Anchor Bolt.Grade_Uplift' +KEY_DISP_OUT_GRD_ANCHOR_UPLIFT = 'Property Class' +KEY_OUT_ANCHOR_UPLIFT_BOLT_NO = 'Anchor Bolt.No of Anchor Bolts_Uplift' +KEY_DISP_OUT_ANCHOR_UPLIFT_BOLT_NO = 'No. of Anchor Bolts' +KEY_OUT_ANCHOR_BOLT_LENGTH_UPLIFT = 'Anchor Bolt.Length_Uplift' +KEY_DISP_OUT_ANCHOR_BOLT_LENGTH_UPLIFT = 'Anchor Length (mm)' +KEY_OUT_ANCHOR_BOLT_TENSION_UPLIFT = 'Anchor Bolt.Tension_Uplift' +KEY_OUT_DISP_ANCHOR_BOLT_TENSION_UPLIFT = 'Tension Capacity (kN)' +KEY_OUT_ANCHOR_BOLT_TENSION_DEMAND_UPLIFT = 'Anchor Bolt.Tension_Demand_Uplift' +KEY_OUT_DISP_ANCHOR_BOLT_TENSION_DEMAND_UPLIFT = 'Tension Demand (kN)' + +DISP_TITLE_MEMBER_CAPACITY ="Member Capacity" +KEY_DISP_MEMBER_CAPACITY = "Member Capacity" + + +KEY_OUT_DISP_BASEPLATE_WIDTH = 'Width (mm)' +KEY_OUT_DISP_BASEPLATE_LENGTH = 'Length (mm)' +KEY_OUT_DISP_BASEPLATE_THICKNNESS = 'Thickness (mm)' +DISP_TITLE_DETAILING = 'Detailing' +DISP_TITLE_TYPICAL_DETAILING = 'Typical Detailing' +DISP_TITLE_DETAILING_OCF = 'Detailing - Outside Column Flange' +DISP_TITLE_DETAILING_ICF = 'Detailing - Inside Column Flange' + +KEY_OUT_DISP_DETAILING_NO_OF_ANCHOR_BOLT = 'Total No. of Anchor Bolts' + +KEY_OUT_DISP_DETAILING_PITCH_DISTANCE = 'Pitch Distance (mm)' +KEY_IN_DISP_DETAILING_PITCH_DISTANCE = 'Pitch Distance (mm)' + +KEY_OUT_DISP_DETAILING_GAUGE_DISTANCE = 'Gauge Distance (mm)' +KEY_IN_DISP_DETAILING_GAUGE_DISTANCE = 'Gauge Distance (mm)' +KEY_OUT_DISP_DETAILING_CS_GAUGE_DISTANCE = 'Cross-centre Gauge (mm)' +KEY_OUT_DETAILING_END_DISTANCE = 'Detailing.EndDistanceOut' +KEY_IN_DETAILING_END_DISTANCE = 'Detailing.EndDistanceIn' + +KEY_OUT_DISP_DETAILING_END_DISTANCE = 'End Distance (mm)' +KEY_IN_DISP_DETAILING_END_DISTANCE = 'End Distance (mm)' + +KEY_OUT_DISP_DETAILING_EDGE_DISTANCE = "Edge Distance (mm)" +KEY_IN_DISP_DETAILING_EDGE_DISTANCE = "Edge Distance (mm)" + +KEY_OUT_DISP_DETAILING_PROJECTION = 'Effective Projection (mm)' +DISP_TITLE_STIFFENER_PLATE = 'Stiffener Plate' +DISP_OUT_TITLE_STIFFENER_PLATE = 'Stiffener.StiffenerPlate' +DISP_OUT_TITLE_CHS_STIFFENER_PLATE = 'Stiffener.StiffenerPlate' +DISP_TITLE_CONTINUITY_PLATE = 'Continuity Plate' +DISP_TITLE_COL_WEB_STIFFENER_PLATE = 'Column Web Stiffener Plate' +KEY_OUT_DISP_STIFFENER_PLATE_THICKNESS = 'Thickness (mm)' +KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_DISP_STIFFENER_PLATE_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_DISP_STIFFENER_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_DISP_STIFFENER_PLATE_MOMENT = 'Moment Capacity (kNm)' +KEY_OUT_DISP_GUSSET_PLATE_MOMENT = 'Moment Capacity (kNm)' +KEY_OUT_DISP_GUSSET_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_DISP_GUSSET_PLATE_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_DISP_GUSSET_PLATE_THICKNESS = 'Thickness (mm)' +KEY_OUT_DISP_GUSSET_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +DISP_TITLE_GUSSET_PLATE = 'Gusset Plate Details' +KEY_DISP_FLANGE_PLATE_LENGTH = 'Length (mm)' +KEY_DISP_FLANGE_PLATE_HEIGHT = 'Width (mm)' +KEY_DISP_INNERFLANGESPLICEPLATE = "Inner Plate Details" +DISP_TITLE_INNERFLANGESPLICEPLATE = 'Inner Flange splice plate' +KEY_DISP_INNERFLANGE_PLATE_HEIGHT = 'Width (mm)' +KEY_DISP_INNERFLANGE_PLATE_LENGTH = 'Length (mm)' + + + + +# DISP_TITLE_GUSSET_PLATE = 'Gusset Plate' +# KEY_OUT_GUSSET_PLATE_THICKNNESS = 'GussetPlate.Thickness' +# KEY_OUT_DISP_GUSSET_PLATE_THICKNESS = 'Thickness (mm)' +# KEY_OUT_GUSSET_PLATE_SHEAR_DEMAND = 'GussetPlate.Shear_Demand' +# KEY_OUT_DISP_GUSSET_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +# KEY_OUT_GUSSET_PLATE_SHEAR = 'GussetPlate.Shear' +# KEY_OUT_DISP_GUSSET_PLATE_SHEAR = 'Shear Capacity (kN)' +# KEY_OUT_GUSSET_PLATE_MOMENT_DEMAND = 'GussetPlate.Moment_Demand' +# KEY_OUT_DISP_GUSSET_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' +# KEY_OUT_GUSSET_PLATE_MOMENT = 'GussetPlate.Moment' +# KEY_OUT_DISP_GUSSET_PLATE_MOMENT = 'Moment Capacity (kNm)' + +KEY_OUT_STIFFENER_PLATE_FLANGE = 'Stiffener_Plate.Column_flange' +KEY_DISP_OUT_STIFFENER_PLATE_FLANGE = 'Stiffener Plate' +DISP_TITLE_STIFFENER_PLATE_FLANGE = 'Stiffener Plate along Column flange' +KEY_OUT_STIFFENER_PLATE_FLANGE_LENGTH = 'Stiffener_Plate_Flange.Length' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_LENGTH = 'Length (mm)' +KEY_OUT_STIFFENER_PLATE_FLANGE_HEIGHT = 'Stiffener_Plate_Flange.Height' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_HEIGHT = 'Height (mm)' +KEY_OUT_STIFFENER_PLATE_FLANGE_THICKNNESS = 'Stiffener_Plate_Flange.Thickness' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_THICKNESS = 'Thickness (mm)' +KEY_OUT_STIFFENER_PLATE_FLANGE_SHEAR_DEMAND = 'Stiffener_Plate_Flange.Shear_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_STIFFENER_PLATE_FLANGE_SHEAR = 'Stiffener_Plate_Flange.Shear' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_STIFFENER_PLATE_FLANGE_MOMENT_DEMAND = 'Stiffener_Plate_Flange.Moment_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_STIFFENER_PLATE_FLANGE_MOMENT = 'Stiffener_Plate_Flange.Moment' +KEY_OUT_DISP_STIFFENER_PLATE_FLANGE_MOMENT = 'Moment Capacity (kNm)' + +KEY_OUT_STIFFENER_PLATE_ALONG_WEB = 'Stiffener_Plate.Along_Column_web' +KEY_DISP_OUT_STIFFENER_PLATE_ALONG_WEB = 'Stiffener Plate' +DISP_TITLE_STIFFENER_PLATE_ALONG_WEB = 'Stiffener Plate along Column web' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_LENGTH = 'Stiffener_Plate_along_Web.Length' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_LENGTH = 'Length (mm)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_HEIGHT = 'Stiffener_Plate_along_Web.Height' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_HEIGHT = 'Height (mm)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_THICKNNESS = 'Stiffener_Plate_along_Web.Thickness' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_THICKNESS = 'Thickness (mm)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_SHEAR_DEMAND = 'Stiffener_Plate_along_Web.Shear_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_SHEAR = 'Stiffener_Plate_along_Web.Shear' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_MOMENT_DEMAND = 'Stiffener_Plate_along_Web.Moment_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_STIFFENER_PLATE_ALONG_WEB_MOMENT = 'Stiffener_Plate_along_Web.Moment' +KEY_OUT_DISP_STIFFENER_PLATE_ALONG_WEB_MOMENT = 'Moment Capacity (kNm)' + +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener_Plate.Across_Column_web' +KEY_DISP_OUT_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener Plate' +DISP_TITLE_STIFFENER_PLATE_ACROSS_WEB = 'Stiffener Plate across Column web' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_LENGTH = 'Stiffener_Plate_across_Web.Length' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_LENGTH = 'Length (mm)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_HEIGHT = 'Stiffener_Plate_across_Web.Height' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_HEIGHT = 'Height (mm)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_THICKNNESS = 'Stiffener_Plate_across_Web.Thickness' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_THICKNESS = 'Thickness (mm)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_SHEAR_DEMAND = 'Stiffener_Plate_across_Web.Shear_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_SHEAR = 'Stiffener_Plate_across_Web.Shear' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_MOMENT_DEMAND = 'Stiffener_Plate_across_Web.Moment_Demand' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_STIFFENER_PLATE_ACROSS_WEB_MOMENT = 'Stiffener_Plate_across_Web.Moment' +KEY_OUT_DISP_STIFFENER_PLATE_ACROSS_WEB_MOMENT = 'Moment Capacity (kNm)' + + +KEY_OUT_SHEAR_KEY = 'Shear Key.Along_both_direction' +KEY_OUT_SHEAR_KEY_TYPICAL_DETAILS = 'Shear Key.TypicalDetails' +KEY_DISP_OUT_SHEAR_KEY = 'Shear Key' +KEY_DISP_OUT_SHEAR_KEY_TYPICAL_DETAILS = 'Typical Details' +DISP_TITLE_SHEAR_KEY = 'Shear Design' +KEY_OUT_SHEAR_RESISTANCE = 'ShearDesign.Resistance' +KEY_OUT_DISP_SHEAR_RESISTANCE = 'Shear Resistance (kN)' +KEY_OUT_SHEAR_KEY_REQ = 'Shear_key.Required' +KEY_OUT_DISP_SHEAR_KEY_REQ = 'Key Required?' +KEY_OUT_SHEAR_KEY_LENGTH = 'Shear_key.Length' +KEY_OUT_DISP_SHEAR_KEY_LENGTH = 'Length (mm)' +KEY_OUT_SHEAR_KEY_DEPTH = 'Shear_key.Depth' +KEY_OUT_DISP_SHEAR_KEY_DEPTH = 'Depth (mm)' +KEY_OUT_SHEAR_KEY_THICKNESS = 'Shear_key.Thickness' +KEY_OUT_DISP_SHEAR_KEY_THICKNESS = 'Thickness (mm)' +KEY_OUT_SHEAR_KEY_STRESS = 'Shear_key.Stress' +KEY_OUT_DISP_SHEAR_KEY_STRESS = 'Bearing Stress (N/mm2)' +KEY_OUT_SHEAR_KEY_MOM_DEMAND = 'Shear_key.MomentDemand' +KEY_OUT_DISP_SHEAR_KEY_MOM_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_SHEAR_KEY_MOM_CAPACITY = 'Shear_key.MomentCapacity' +KEY_OUT_DISP_SHEAR_KEY_MOM_CAPACITY = 'Moment Capacity (kNm)' + +# +# DISP_TITLE_STIFFENER_PLATE = 'Stiffener Plate' +# KEY_OUT_STIFFENER_PLATE_THICKNNESS = 'StiffenerPlate.Thickness' +# KEY_OUT_DISP_STIFFENER_PLATE_THICKNESS = 'Thickness (mm)' +# KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND = 'StiffenerPlate.Shear_Demand' +# KEY_OUT_DISP_STIFFENER_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +# KEY_OUT_STIFFENER_PLATE_SHEAR = 'StiffenerPlate.Shear' +# KEY_OUT_DISP_STIFFENER_PLATE_SHEAR = 'Shear Capacity (kN)' +# KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND = 'StiffenerPlate.Moment_Demand' +# KEY_OUT_DISP_STIFFENER_PLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' +# KEY_OUT_STIFFENER_PLATE_MOMENT = 'StiffenerPlate.Moment' +# KEY_OUT_DISP_STIFFENER_PLATE_MOMENT = 'Moment Capacity (kNm)' + + +KEY_DP_ANCHOR_BOLT_DESIGNATION_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Designation' +KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Designation' +KEY_DP_ANCHOR_BOLT_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Type' +KEY_DP_ANCHOR_BOLT_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Type' +KEY_DISP_DP_ANCHOR_BOLT_TYPE = 'Anchor Bolt Type' +KEY_DP_ANCHOR_BOLT_HOLE_TYPE_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type' +KEY_DP_ANCHOR_BOLT_HOLE_TYPE_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type' +KEY_DISP_DP_ANCHOR_BOLT_HOLE_TYPE = 'Anchor Bolt Hole Type' +KEY_DISP_REPORT_HOLE_TYPE = 'Hole Type' +KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite' +KEY_DP_ANCHOR_BOLT_MATERIAL_G_O_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite' +KEY_DISP_DP_ANCHOR_BOLT_MATERIAL_G_O = 'Material Grade, Fu (MPa)' +KEY_DISP_DP_ANCHOR_BOLT_DESIGN_PARA = 'HSFG bolt design parameters:' +KEY_DP_ANCHOR_BOLT_SLIP_FACTOR = 'DesignPreferences.Anchor_Bolt.Slip_Factor' +KEY_DISP_DP_ANCHOR_BOLT_SLIP_FACTOR = 'Slip factor (Āµ_f)' +KEY_DP_ANCHOR_BOLT_GALVANIZED_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Galvanized' +KEY_DP_ANCHOR_BOLT_GALVANIZED_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Galvanized' +KEY_DISP_DP_ANCHOR_BOLT_GALVANIZED = 'Anchor Bolt Galvanized?' +KEY_DP_ANCHOR_BOLT_LENGTH_OCF = 'DesignPreferences.Anchor_Bolt.OCF.Length' +KEY_DP_ANCHOR_BOLT_LENGTH_ICF = 'DesignPreferences.Anchor_Bolt.ICF.Length' +KEY_DISP_DP_ANCHOR_BOLT_LENGTH = 'Total Length (mm)' +KEY_DP_ANCHOR_BOLT_FRICTION = 'DesignPreferences.Anchor_Bolt.Friction_coefficient' +KEY_DISP_DP_ANCHOR_BOLT_FRICTION = 'Friction Coefficient
    (between concrete and anchor bolt)' + + +KEY_DISP_DP_BOLT_TYPE = 'Bolt tensioning type' + +################################### +# Key for Storing Shear sub-key of Load + + +KEY_SHEAR_BP = 'Load.Shear_BP' +KEY_DISP_SHEAR_BP = 'Shear Force (kN) *' +KEY_SHEAR_MAJOR = 'Load.Shear.Major' +KEY_DISP_SHEAR_MAJOR = ' - Along major axis (z-z)' +KEY_SHEAR_MINOR = 'Load.Shear.Minor' +KEY_DISP_SHEAR_MINOR = ' - Along minor axis (y-y)' + + +################################### +# Key for Storing Axial sub-key of Load +KEY_AXIAL_BP = 'Load.Axial_Compression' +KEY_DISP_AXIAL_BP = 'Axial Compression (kN) *' +KEY_AXIAL_TENSION_BP = 'Load.Axial_Tension' +KEY_DISP_AXIAL_TENSION_BP = 'Axial Tension/Uplift (kN)' +KEY_DISP_DP_BOLT_HOLE_TYPE = 'Hole Type' + +# KEY_PC = 'Bolt.PC' +KEY_DISP_PC = 'Property Class *' +KEY_DISP_DP_BOLT_MATERIAL_G_O = 'Material grade overwrite (MPa) Fu' +KEY_DISP_DP_BOLT_DESIGN_PARA = 'HSFG Bolt:' + + +KEY_DISP_DP_BOLT_SLIP_FACTOR = 'Slip Factor, (muf)' +KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT = r'Slip Factor, ($\mu_{f}$)' +KEY_DISP_DP_BOLT_FU = 'Bolt Ultimate Strength (N/mm2)' +KEY_DISP_DP_BOLT_FY = 'Bolt Yield Strength (N/mm2)' +KEY_DISP_GAMMA_M0 = "Governed by Yielding" +KEY_DISP_GAMMA_M1 = "Governed by Ultimate Stress" +KEY_DISP_GAMMA_MB = "Connection Bolts - Bearing Type" +KEY_DISP_GAMMA_MF = "Connection Bolts - Friction Type" +KEY_DISP_GAMMA_MW = "Connection Weld" + + +KEY_DISP_DP_WELD_TYPE = 'Weld Type' +KEY_DISP_BEAM_FLANGE_WELD_TYPE = 'Beam Flange to End Plate' +KEY_DISP_BEAM_WEB_WELD_TYPE = 'Beam Web to End Plate' +KEY_DISP_STIFFENER_WELD_TYPE = "Stiffener" +KEY_DISP_CONTINUITY_PLATE_WELD_TYPE = "Continuity Plate" +KEY_DP_WELD_TYPE_FILLET = 'Fillet Weld' +KEY_DP_WELD_TYPE_GROOVE = 'Groove Weld' +KEY_DP_WELD_TYPE_VALUES = [KEY_DP_WELD_TYPE_FILLET, KEY_DP_WELD_TYPE_GROOVE] + +KEY_DISP_DP_WELD_FAB = 'Type of Weld Fabrication' +KEY_DP_FAB_SHOP = 'Shop Weld' +KEY_DP_FAB_FIELD = 'Field weld' +KEY_DP_WELD_FAB_VALUES = [KEY_DP_FAB_SHOP, KEY_DP_FAB_FIELD] + +KEY_DISP_DP_WELD_MATERIAL_G_O = 'Material Grade Overwrite, Fu (MPa)' +KEY_DISP_DP_WELD_MATERIAL_G_O_REPORT = 'Material Grade Overwrite, $F_{u}$ (MPa)' +KEY_DP_DESIGN_BASE_PLATE = 'DesignPreferences.Design.Base_Plate' +# KEY_DISP_DP_DETAILING_EDGE_TYPE = 'Type of edge' +KEY_DISP_DP_DETAILING_EDGE_TYPE = 'Edge Preparation Method' # added by Danish Ansari + +DISP_TITLE_INTERMITTENT = 'Intermittent Connection' +DISP_TITLE_BOLTD = 'Bolt Details' +DISP_TITLE_BOLTDS = 'Bolt Design' +DISP_TITLE_PLATED = 'Plate Details' + +KEY_DISP_DP_DETAILING_GAP = 'Gap Between Beam and
    Support (mm)' +KEY_DISP_DP_DETAILING_GAP_BEAM = 'Gap Between Beams (mm)' +KEY_DISP_DP_DETAILING_GAP_COL = 'Gap Between Columns (mm)' +KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES = 'Are the Members Exposed to
    Corrosive Influences?' +KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM = 'Are the Members Exposed to Corrosive Influences?' +KEY_DISP_CORR_INFLUENCES = 'Members exposed to corrosive influences?' +KEY_DISP_DP_DESIGN_METHOD = 'Design Method' +KEY_DISP_DP_DETAILING_PACKING_PLATE = 'Packing Plate' + +KEY_DISP_DP_DESIGN_BASE_PLATE = 'Base Plate Analysis' +KEY_DISP_GAP = 'Gap Between Members (mm)' + + +KEY_DISP_MECH_PROP = 'Mechanical Properties' +KEY_DISP_DIMENSIONS = 'Dimensions' +KEY_DISP_DEPTH = 'Depth, D (mm)*' +KEY_DISP_WIDTH = 'Width, B (mm)*' +KEY_DISP_THICKNESS = 'Thickness, T (mm)*' +KEY_DISP_NB = 'Nominal Bore, NB (mm)*' +KEY_DISP_OD = 'Outside Diameter, OD (mm)*' +KEY_DISP_FLANGE_W = 'Flange Width, B (mm)*' +KEY_DISP_FLANGE_T = 'Flange Thickness, T (mm)*' +KEY_DISP_WEB_HEIGHT = 'Web Height, D (mm*)' +KEY_DISP_WEB_T = 'Web Thickness, t (mm)*' +KEY_DISP_FLANGE_S = 'Flange Slope, Ī± (deg.)*' +KEY_DISP_FLANGE_S_REPORT = 'Flange Slope' +KEY_DISP_ROOT_R = 'Root Radius, R1 (mm)*' +KEY_DISP_TOE_R = 'Toe Radius, R2 (mm)*' +KEY_DISP_TYPE = 'Type' +KEY_DISP_MOD_OF_ELAST = 'Modulus of Elasticity, E (GPa)' +KEY_DISP_MOD_OF_RIGID = 'Modulus of Rigidity, G (GPa)' +KEY_DISP_SEC_PROP = 'Section Properties' +KEY_DISP_MASS = 'Mass, M (Kg/m)' +KEY_DISP_Cz = 'Cz (cm)' +KEY_DISP_Cy = 'Cy (cm)' +KEY_DISP_AREA = 'Sectional Area, a (cm2)' +KEY_DISP_MOA = '2nd Moment of Area, I (cm4/m)*' +KEY_DISP_MOA_IZ = '2nd Moment of Area, Iz (cm4)' +KEY_DISP_MOA_IY = '2nd Moment of Area, Iy (cm4)' +KEY_DISP_MOA_IU = '2nd Moment of Area, Iu (cm4)' +KEY_DISP_MOA_IV = '2nd Moment of Area, Iv (cm4)' +KEY_DISP_ROG = 'Radius of Gyration, r (cm)*' +KEY_DISP_ROG_RZ = 'Radius of Gyration, rz (cm)' +KEY_DISP_ROG_RY = 'Radius of Gyration, ry (cm)' +KEY_DISP_ROG_RU = 'Radius of Gyration, ru (cm)' +KEY_DISP_ROG_RV = 'Radius of Gyration, rv (cm)' +KEY_DISP_SM = 'Section Modulus, Z (cm3)*' +KEY_DISP_EM_ZZ = 'Elastic Modulus, Zz (cm3)' +KEY_DISP_EM_ZY = 'Elastic Modulus, Zy (ccm3)' +KEY_DISP_PM_ZPZ = 'Plastic Modulus, Zpz (cm3)' +KEY_DISP_PM_ZPY = 'Plastic Modulus, Zpy (cm3)' +KEY_DISP_It = 'Torsion Constant, It (cm4)' +KEY_DISP_Iw = 'Warping Constant, Iw (cm6)' +KEY_DISP_IV = 'Internal Volume (cm3/m)*' + +KEY_SOURCE = 'Section.Source' +KEY_DISP_SOURCE = 'Source' +KEY_DISP_POISSON_RATIO = 'Poisson\'s Ratio, v' +KEY_DISP_THERMAL_EXP = 'Thermal Expansion Coefficient,
    (x10-6/ 0C)' +KEY_DISP_A= 'Long Leg, A (mm)*' +KEY_DISP_B= 'Short Leg, B (mm)*' +KEY_DISP_LEG_THK = 'Leg Thickness, t (mm)*' +KEY_DISP_BASE_PLATE_MATERIAL = 'Material' +KEY_DISP_ST_SK_MATERIAL = 'Material ' +KEY_DISP_REPORT_MATERIAL_GRADE = 'Material Grade, $F_{u}$ (MPa)' +KEY_DISP_BASE_PLATE_FU = 'Ultimate Strength, Fu (MPa)' +KEY_DSIP_BASE_PLATE_FY = 'Yield Strength , Fy (MPa)' +KEY_DISP_ST_SK_FU = 'Ultimate Strength, Fu (MPa)' +KEY_DSIP_ST_SK_FY = 'Yield Strength , Fy (MPa)' +KEY_DISP_ULTIMATE_STRENGTH_REPORT = 'Ultimate Strength, $F_u$ (MPa)' +KEY_DISP_YIELD_STRENGTH_REPORT = 'Yield Strength, $F_y$ (MPa)' + +# Common keys for design report + +# section properties (In the form of LaTeX equations) +KEY_REPORT_MASS = 'Mass, $m$ (kg/m)' +KEY_REPORT_AREA = 'Area, $A$ (cm$^2$)' +KEY_REPORT_DEPTH = '$D$ (mm)' +KEY_REPORT_WIDTH = '$B$ (mm)' +KEY_REPORT_MAX_LEG_SIZE = '$A$ (mm)' +KEY_REPORT_MIN_LEG_SIZE = '$B$ (mm)' +KEY_REPORT_FLANGE_THK = '$T$ (mm)' +KEY_REPORT_WEB_THK = '$t$ (mm)' +KEY_REPORT_ANGLE_THK = '$t$ (mm)' +KEY_REPORT_R1 = '$R_1$ (mm)' +KEY_REPORT_R2 = '$R_2$ (mm)' +KEY_REPORT_CY = '$C_y$ (mm)' +KEY_REPORT_CZ = '$C_z$ (mm)' +KEY_REPORT_IZ = '$I_z$ (cm$^4$)' +KEY_REPORT_IY = '$I_y$(cm$^4$)' +KEY_REPORT_IU = '$I_u$ (cm$^4$)' +KEY_REPORT_IV = '$I_v$(cm$^4$)' +KEY_REPORT_RZ = '$r_z$ (cm)' +KEY_REPORT_RY = '$r_y$ (cm)' +KEY_REPORT_RU = '$r_u$ (cm)' +KEY_REPORT_RV = '$r_v$ (cm)' +KEY_REPORT_ZEZ = '$Z_z$ (cm$^3$)' +KEY_REPORT_ZEY = '$Z_y$ (cm$^3$)' +KEY_REPORT_ZPZ = '$Z_{pz}$ (cm$^3$)' +KEY_REPORT_ZPY = '$Z_{py}$ (cm$^3$)' +KEY_REPORT_2ND_MOM = '2nd Moment of area, I ($cm^{4}/m$)' +KEY_REPORT_RADIUS_GYRATION = 'Radius of gyration, r ($cm$)' +KEY_REPORT_SECTION_MODULUS = 'Modulus of section, Z ($cm^{3}$)' +KEY_REPORT_NB = 'Nominal bore, NB (mm)' +KEY_REPORT_OD = 'Out diameter, OD (mm)' + +# Design cheks +KEY_REPORT_DIAMETER = 'Diameter $(mm)$' +KEY_REPORT_BOLT_NOS = 'Number of Bolts' +KEY_REPORT_PROPERTY_CLASS = 'Property Class' +KEY_REPORT_MIN_END = 'Min. End Distance $(mm)$' +KEY_REPORT_MAX_END = 'Max. End Distance $(mm)$' +KEY_REPORT_MIN_EDGE = 'Min. Edge Distance $(mm)$' +KEY_REPORT_MAX_EDGE = 'Max. Edge Distance $(mm)$' +KEY_REPORT_MIN_PITCH = 'Min. Pitch Distance $(mm)$' +KEY_REPORT_MAX_PITCH = 'Max. Pitch Distance $(mm)$' +KEY_REPORT_MIN_GAUGE = 'Min. Gauge Distance $(mm)$' +KEY_REPORT_MAX_GAUGE = 'Max. Gauge Distance $(mm)$' + +KEY_REPORT_PLATE_LENGTH = 'Length $(mm)$' +KEY_REPORT_PLATE_WIDTH = 'Width $(mm)$' +KEY_REPORT_PLATE_HEIGHT = 'Height $(mm)$' + +KEY_REPORT_SHEAR_CAPA = 'Shear Capacity $(kN)$' +KEY_REPORT_BEARING_CAPA = 'Bearing Capacity $(kN)$' +KEY_REPORT_BOLT_CAPA = 'Bolt Capacity $(kN)$' +KEY_REPORT_TENSION_CAPA = 'Tension Capacity $(kN)$' +KEY_REPORT_TENSION_DEMAND = 'Tension Demand $(kN)$' + +######################## +# Output Keys +######################## +KEY_OUT_ANCHOR_BOLT_SHEAR = 'Anchor Bolt.Shear' +KEY_OUT_ANCHOR_BOLT_BEARING = 'Anchor Bolt.Bearing' +KEY_OUT_ANCHOR_BOLT_CAPACITY = 'Anchor Bolt.Capacity' +KEY_OUT_ANCHOR_BOLT_COMBINED = 'Anchor Bolt.Combined' +KEY_OUT_ANCHOR_BOLT_TENSION_DEMAND = 'Anchor Bolt.Tension_Demand' +KEY_OUT_ANCHOR_BOLT_TENSION = 'Anchor Bolt.Tension' +KEY_MEMBER_CAPACITY = "section.memcapacity" +KEY_MEMBER_AXIALCAPACITY='Section.AxialCapacity' +KEY_MEMBER_SHEAR_CAPACITY='Section.ShearCapacity' +KEY_MEMBER_MOM_CAPACITY='Section.MomCapacity' +KEY_OUT_BASEPLATE_THICKNNESS = 'Baseplate.Thickness' +KEY_OUT_BASEPLATE_LENGTH = 'Baseplate.Length' +KEY_OUT_BASEPLATE_WIDTH = 'Baseplate.Width' +KEY_OUT_BASEPLATE_BEARING_STRESS = 'Baseplate.BearingStress' +KEY_OUT_BASEPLATE_MOMENT_DEMAND = 'Baseplate.MomentDemand' +KEY_OUT_DISP_BASEPLATE_MOMENT_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_BASEPLATE_MOMENT_CAPACITY = 'Baseplate.MomentCapacity' +KEY_OUT_DISP_BASEPLATE_MOMENT_CAPACITY = 'Moment Capacity (kNm)' +# KEY_OUT_DISP_BASEPLATE_BEARING_STRESS = 'Bearing Stress (N/mm2)' +KEY_OUT_DISP_BASEPLATE_BEARING_STRESS = 'Bearing Stress (MPa)' +KEY_OUT_DETAILING_PROJECTION = 'Detailing.Projection' +KEY_OUT_DETAILING_NO_OF_ANCHOR_BOLT = 'Detailing.No of Anchor bolts' +KEY_OUT_DETAILING_EDGE_DISTANCE = 'Detailing.EdgeDistanceOut' +KEY_IN_DETAILING_EDGE_DISTANCE = 'Detailing.EdgeDistanceIn' +KEY_OUT_DETAILING_GAUGE_DISTANCE = 'Detailing.GaugeDistanceOut' +KEY_IN_DETAILING_GAUGE_DISTANCE = 'Detailing.GaugeDistanceIn' +KEY_OUT_DETAILING_CS_GAUGE_DISTANCE = 'Detailing.Cross-centre Gauge Distance' +KEY_OUT_DETAILING_PITCH_DISTANCE = 'Detailing.PitchDistanceOut' +KEY_IN_DETAILING_PITCH_DISTANCE = 'Detailing.PitchDistanceIn' +KEY_BOLT_FU = 'Bolt.fu' +KEY_BOLT_FY = 'Bolt.fy' + +KEY_OUT_DISP_DETAILING_BOLT_COLUMNS = 'Detailing.No. of Columns' +KEY_OUT_DISP_DETAILING_BOLT_COLUMNS_EP = 'No. of Columns' +KEY_OUT_DISP_DETAILING_BOLT_ROWS = 'Detailing.No. of Rows' +KEY_OUT_DISP_DETAILING_BOLT_ROWS_EP = 'No. of Rows' +KEY_OUT_DISP_DETAILING_BOLT_NUMBERS = 'Detailing.No. of Bolts' +KEY_OUT_DISP_DETAILING_BOLT_NUMBERS_EP = 'No. of Bolts' + + +KEY_OUT_GUSSET_PLATE_THICKNNESS = 'GussetPlate.Thickness' +KEY_OUT_GUSSET_PLATE_SHEAR_DEMAND = 'GussetPlate.Shear_Demand' +KEY_OUT_GUSSET_PLATE_SHEAR = 'GussetPlate.Shear' +KEY_OUT_GUSSET_PLATE_MOMENT_DEMAND = 'GussetPlate.Moment_Demand' +KEY_OUT_GUSSET_PLATE_MOMENT = 'GussetPlate.Moment' +KEY_OUT_STIFFENER_PLATE_THICKNNESS = 'StiffenerPlate.Thickness' + +KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND = 'StiffenerPlate.Shear_Demand' +KEY_OUT_STIFFENER_PLATE_SHEAR_DEMAND_CHS = 'StiffenerPlate.Shear_Demand' +KEY_OUT_STIFFENER_PLATE_SHEAR_CAPACITY = 'StiffenerPlate.Shear_Capacity' +KEY_OUT_STIFFENER_PLATE_SHEAR_CAPACITY_CHS = 'StiffenerPlate.Shear_Capacity' +KEY_OUT_STIFFENER_PLATE_SHEAR = 'StiffenerPlate.Shear' +KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND = 'StiffenerPlate.Moment_Demand' +KEY_OUT_STIFFENER_PLATE_MOMENT_DEMAND_CHS = 'StiffenerPlate.Moment_Demand' +KEY_OUT_STIFFENER_PLATE_MOMENT_CAPACITY = 'StiffenerPlate.Moment_Capacity' +KEY_OUT_STIFFENER_PLATE_MOMENT_CAPACITY_CHS = 'StiffenerPlate.Moment_Capacity' +KEY_OUT_STIFFENER_PLATE_MOMENT = 'StiffenerPlate.Moment' + +KEY_PLATE_MIN_HEIGHT = 'Plate.MinHeight' +KEY_PLATE_MAX_HEIGHT = 'Plate.MaxHeight' +KEY_SLENDER = "Member.Slenderness" + +KEY_INNERFLANGEPLATE_THICKNESS = 'flange_plate.innerthickness_provided' +KEY_FLANGE_PLATE_HEIGHT = 'Flange_Plate.Width (mm)' +KEY_OUT_FLANGESPLATE_THICKNESS = 'flange_plate.Thickness' +KEY_DISP_FLANGESPLATE_THICKNESS = 'Thickness (mm) *' +KEY_FLANGE_PLATE_LENGTH ='flange_plate.Length' +KEY_OUT_FLANGE_BOLT_SHEAR ="flange_bolt.shear capacity" + +KEY_INNERPLATE= "flange_plate.Inner_plate_details" + +KEY_INNERFLANGE_PLATE_HEIGHT = 'Flange_Plate.InnerWidth' +KEY_INNERFLANGE_PLATE_LENGTH ='flange_plate.InnerLength' + +KEY_DISP_AREA_CHECK ="Plate Area Check (mm2)" + + +KEY_FLANGE_SPACING ="Flange_plate.spacing" + +KEY_FLANGE_PITCH = 'Flange_plate.pitch_provided' +KEY_FLANGE_PLATE_GAUGE = "Flange_plate.gauge_provided " +KEY_ENDDIST_FLANGE= 'Flange_plate.end_dist_provided ' +KEY_EDGEDIST_FLANGE= 'Flange_plate.edge_dist_provided' + +KEY_FLANGE_CAPACITY ='section.flange_capacity' + +# flange +KEY_FLANGE_TEN_CAPACITY ="Section.flange_capacity" +KEY_DISP_FLANGE_TEN_CAPACITY ="Flange Tension Capacity (kN)" +KEY_TENSIONYIELDINGCAP_FLANGE = 'section.tension_yielding_capacity' +KEY_DISP_TENSIONYIELDINGCAP_FLANGE = 'Flange Tension Yielding Capacity (kN)' +KEY_TENSIONRUPTURECAP_FLANGE='section.tension_rupture_capacity ' +KEY_DISP_TENSIONRUPTURECAP_FLANGE= 'Flange Tension Rupture Capacity (kN)' +KEY_BLOCKSHEARCAP_FLANGE='section.block_shear_capacity' +KEY_DISP_BLOCKSHEARCAP_FLANGE='Flange Block Shear Capacity (kN)' +# flange plate +KEY_TENSIONYIELDINGCAP_FLANGE_PLATE = 'Flange_plate.tension_yielding_capacity (kN)' +KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE ='Tension Yielding Capacity (kN)' +KEY_TENSIONRUPTURECAP_FLANGE_PLATE= 'Flange_plate.tension_rupture_capacity (kN)' +KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE ='Tension Rupture Capacity (kN)' +KEY_BLOCKSHEARCAP_FLANGE_PLATE = 'flange_plate.block_shear_capacity ' +KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE ='Block Shear Capacity (kN)' +KEY_FLANGE_PLATE_TEN_CAP ="flange_plate.tension_capacity_flange_plate" + + + +# KEY_TENSIONRUPTURECAP_FLANGE= 'Flange_plate.tension_rupture_capacity' +# KEY_DISP_TENSIONRUPTURECAP_FLANGE= 'Flange Tension Rupture Capacity (kN)' +# KEY_SHEARYIELDINGCAP_FLANGE= 'Flange_plate.shear_yielding_capacity' +# KEY_DISP_SHEARYIELDINGCAP_FLANGE= 'Shear Yielding Capacity (kN)' +# KEY_SHEARRUPTURECAP_FLANGE= 'Flange_plate.shear_rupture_capacity' +# KEY_DISP_SHEARRUPTURECAP_FLANGE= 'Shear Rupture Capacity (kN)' +KEY_FLANGE_PLATE_MOM_DEMAND = 'Flange_Plate.MomDemand' +KEY_FLANGE_DISP_PLATE_MOM_DEMAND = 'Flange Moment Demand (kNm)' +KEY_FLANGE_PLATE_MOM_CAPACITY='Flange_plate.MomCapacity' +KEY_FLANGE_DISP_PLATE_MOM_CAPACITY = 'Flange Moment Capacity (kNm)' +KEY_DESIGNATION = "section_size.designation" +KEY_DISP_DESIGNATION = "Designation" + + +KEY_TENSION_YIELDCAPACITY = "Member.tension_yielding" +KEY_DISP_TENSION_YIELDCAPACITY = 'Tension Yielding Capacity (kN)' +KEY_TENSION_RUPTURECAPACITY = "Member.tension_rupture" +KEY_DISP_TENSION_RUPTURECAPACITY = 'Tension Rupture Capacity (kN)' +KEY_TENSION_BLOCKSHEARCAPACITY = "Member.tension_blockshear" +KEY_DISP_TENSION_BLOCKSHEARCAPACITY = 'Block Shear Capacity (kN)' + +KEY_SHEAR_YIELDCAPACITY = "Member.shear_yielding" +KEY_SHEAR_RUPTURECAPACITY = "Member.shear_rupture" +KEY_SHEAR_BLOCKSHEARCAPACITY = "Member.shear_blockshear" + + + +KEY_TENSION_CAPACITY = "Member.tension_capacity" +KEY_DISP_TENSION_CAPACITY = "Tension Capacity (kN)" + +KEY_EFFICIENCY = "Member.efficiency" +KEY_DISP_EFFICIENCY = "Utilization Ratio" + +DISP_TITLE_BOLTDETAILS ='Bolt Details' +KEY_BOLT_DETAILS ="Bolt.Details" + +DISP_TITLE_BOLT_CAPACITIES = 'Bolt Capacities' +KEY_BOLT_CAPACITIES = 'Bolt.Capacities' +DISP_THROAT_THICKNESS = "Throat Thickness" +DISP_TITLE_BOLT_CAPACITY_FLANGE= 'Flange Bolt Capacity' +KEY_DISP_BOLT_DETAILS = "Bolt Details" +KEY_FLANGE_BOLT_LINE = 'Flange_plate.Bolt_Line' +KEY_FLANGE_DISP_BOLT_LINE = 'Bolt Lines ' +KEY_FLANGE_BOLTS_ONE_LINE = 'Flange_plate.Bolt_OneLine' +KEY_FLANGE_DISP_BOLTS_ONE_LINE = 'Bolts in One Line ' +KEY_FLANGE_BOLTS_REQ = "Flange_plate.Bolt_required" +KEY_FLANGE_DISP_BOLTS_REQ = "Bolts Required" +KEY_FLANGE_NUM_BOLTS_REQ = "Flange_plate.Bolt_required" + + +KEY_FLANGE_WELD_DETAILS = "Flange detail" +KEY_DISP_FLANGE_WELD_DETAILS = "Weld Details" + +KEY_INNERFLANGE_WELD_DETAILS = "Inner Flange detail" +KEY_DISP_INNERFLANGE_WELD_DETAILS = "Weld Details" + +KEY_WELD_TYPE = 'Weld.Type' +KEY_DISP_WELD_TYPE = 'Type *' +VALUES_WELD_TYPE = ["Fillet Weld", "Groove Weld"] +VALUES_WELD_TYPE_EP = ["Groove Weld", "Fillet Weld"] +VALUES_WELD_TYPE_BB_FLUSH = ["Groove Weld"] +DISP_FLANGE_TITLE_WELD = 'Flange Weld' +KEY_FLANGE_WELD_SIZE = 'Flange_Weld.Size' +KEY_FLANGE_DISP_WELD_SIZE = 'Flange Weld Size (mm)' +KEY_FLANGE_WELD_STRENGTH = 'Flange_Weld.Strength' +KEY_FLANGE_DISP_WELD_STRENGTH = 'Flange Weld Strength (N/mm)' +KEY_FLANGE_WELD_STRESS = 'Flange_Weld.Stress' +KEY_FLANGE_DISP_WELD_STRESS = 'Flange Weld Stress (N/mm)' +KEY_FLANGE_WELD_LENGTH = 'Flange_Weld.Length' +KEY_DISP_FLANGE_WELD_LENGTH ='Flange Weld Length' +KEY_FLANGE_WELD_LENGTH_EFF = 'Flange_Weld.EffLength' + +KEY_DISP_WELD_LEN_EFF_OUTSIDE = 'EffLength. Outer+Inner flange' +KEY_DISP_CLEARANCE = "Clearance (mm)" +KEY_FLANGE_WELD_HEIGHT ='flange_Weld.height' +KEY_DISP_FLANGE_WELD_HEIGHT = 'Flange Weld Height' +DISP_EFF = "Effective Length (mm)" +KEY_INNERFLANGE_WELD_LENGTH = 'Flange_Weld.InnerLength' +KEY_DISP_INNERFLANGE_WELD_LENGTH ='Length (mm)' +KEY_INNERFLANGE_WELD_LENGTH_EFF = 'Flange_Weld.InnerEffLength' +KEY_INNERFLANGE_WELD_HEIGHT ='flange_Weld.Innerheight' +KEY_DISP_INNERFLANGE_WELD_HEIGHT = 'Height (mm)' +KEY_INNERFLANGE_WELD_STRESS = 'Inner_Flange_Weld.Stress' +KEY_INNERFLANGE_DISP_WELD_STRESS = 'Flange Weld Stress (N/mm)' +KEY_INNERFLANGE_WELD_STRENGTH = 'Inner_Flange_Weld.Strength' +KEY_INNERFLANGE_DISP_WELD_STRENGTH = 'Flange Weld Strength (N/mm)' + +# FLANGE AND WEB -REDUCTION FACTOR +KEY_REDUCTION_FACTOR_LONG_FLANGE ='flange_plate.red,factor' +KEY_DISP_REDUCTION_FACTOR_FLANGE ="Long Joint Red.Factor" + +KEY_REDUCTION_FACTOR_LONG_WEB ='web_plate.red,factor' +KEY_DISP_REDUCTION_FACTOR_LONG_WEB ="Long Joint Red.Factor" + +KEY_REDUCTION_LARGE_GRIP_WEB = 'web_bolt.large_grip' +KEY_DISP_REDUCTION_LARGE_GRIP_WEB = "Large Grip Red.Factor" + +KEY_REDUCTION_LARGE_GRIP_FLANGE = 'flange_bolt.large_grip' +KEY_DISP_REDUCTION_LARGE_GRIP_FLANGE = "Large Grip Red.Factor" + +# COMMON -REDUCTION FACTOR +KEY_REDUCTION_LONG_JOINT ="bolt.long_joint" +KEY_DISP_REDUCTION_LONG_JOINT ="Long Joint Red.Factor" + +KEY_REDUCTION_LARGE_GRIP ="bolt.large_grip" +KEY_DISP_REDUCTION_LARGE_GRIP ="Large Grip Red.Factor" + + + +KEY_DISP_REDUCTION ="Strength Red.Factor" +KEY_OUT_FLANGE_BOLT_SHEAR ='flange_bolt.bolt_shear_capacity' +KEY_OUT_DISP_FLANGE_BOLT_SHEAR = "Shear Capacity (kN)" +KEY_OUT_FLANGE_BOLT_BEARING = 'flange_bolt.bolt_bearing_capacity' +KEY_OUT_DISP_FLANGE_BOLT_BEARING = "Bearing Capacity (kN)" +KEY_OUT_FLANGE_BOLT_CAPACITY = 'flange_bolt.bolt_capacity' +KEY_OUT_DISP_FLANGE_BOLT_CAPACITY ="Bolt Capacity (kN)" +KEY_OUT_DISP_FLANGE_BOLT_SLIP= 'Slip Resistance (kN)' +KEY_FLANGE_BOLT_GRP_CAPACITY = 'flange_bolt.grp_bolt_capacity' +KEY_OUT_FLANGE_BOLT_GRP_CAPACITY = 'flange bolt grp bolt capacity (kN)' +KEY_OUT_MIN_PITCH= 'Min_pitch' + +KEY_OUT_FLANGE_MIN_PITCH= 'flange_bolt.min_pitch_round' +KEY_OUT_FLANGE_MIN_EDGE_DIST= 'flange_bolt.min_edge_dist_round' +KEY_OUT_FLANGE_MAX_EDGE_DIST='flange_bolt.max_edge_dist_round' + +KEY_OUT_DISP_FORCES_FLANGE = 'Force Carried by Flange' +KEY_OUT_DISP_FORCES_WEB= 'Force Carried by Web' +KEY_OUT_WEB_BOLT_SHEAR ='web_bolt.bolt_shear_capacity' +KEY_OUT_DISP_WEB_BOLT_SHEAR = "Shear Capacity (kN)" +KEY_OUT_WEB_BOLT_BEARING = 'web_bolt.bolt_bearing_capacity' +KEY_OUT_DISP_WEB_BOLT_BEARING = "Bearing Capacity (kN)" +KEY_OUT_WEB_BOLT_CAPACITY = 'web_bolt.bolt_capacity' +KEY_OUT_DISP_WEB_BOLT_CAPACITY ="Bolt Capacity (kN)" +KEY_OUT_DISP_WEB_BOLT_SLIP= 'Slip Resistance (kN)' +KEY_WEB_BOLT_GRP_CAPACITY = 'web_bolt.grp_bolt_capacity' +KEY_OUT_WEB_BOLT_GRP_CAPACITY = 'Web bolt grp bolt capacity (kN)' +KEY_OUT_REQ_MOMENT_DEMAND_BOLT = "Moment Demand (kNm)" +KEY_OUT_REQ_PARA_BOLT = "Bolt Force Parameter(s) (mm)" +DISP_TITLE_WEBSPLICEPLATE = 'Web Splice Plate' +KEY_DISP_WEBPLATE_THICKNESS = 'Thickness (mm)*' + + + + +KEY_WEB_PLATE_HEIGHT = 'Web_Plate.Height (mm)' +KEY_DISP_WEB_PLATE_HEIGHT = 'Height (mm)' +KEY_WEB_PLATE_LENGTH ='Web_Plate.Width' +KEY_OUT_WEBPLATE_THICKNESS = 'Web_Plate.Thickness' +KEY_DISP_WEBPLATE_THICKNESS = 'Thickness (mm) *' +KEY_DISP_WEB_PLATE_LENGTH ='Width (mm)' +DISP_TITLE_BOLT_CAPACITY_WEB = 'Web Bolt Capacity' +KEY_BOLT_CAPACITIES_WEB = 'Web Bolt.Capacities' + +KEY_WEB_SPACING ="Web_plate.spacing" +KEY_DISP_WEB_SPACING = 'Spacing (mm)' +KEY_WEB_PITCH = "Web_plate.pitch_provided" +KEY_DISP_WEB_PLATE_PITCH ="Pitch Distance (mm)" +KEY_WEB_GAUGE = "Web_plate.gauge_provided " +KEY_DISP_WEB_PLATE_GAUGE ="Gauge Distance (mm)" +KEY_ENDDIST_W= 'Web_plate.end_dist_provided ' +KEY_DISP_END_DIST_W = 'End Distance (mm)' +KEY_EDGEDIST_W = 'Web_plate.edge_dist_provided' +KEY_DISP_EDGEDIST_W = 'Edge Distance (mm)' + +KEY_WEB_CAPACITY ='section.web_capacities' +KEY_DISP_WEB_CAPACITY ='Capacity' + +#SimpleConnection(Tension+Compression) +KEY_OUT_DESIGN_FOR = "Design For" +KEY_OUT_DISP_DESIGN_FOR = "Design For" + + +# Web plate +KEY_REDUCTION_FACTOR_WEB ='web_plate.red,factor' +KEY_DISP_REDUCTION_FACTOR_WEB ="Red. Factor" +KEY_WEB_PLATE_CAPACITY ="Web_plate.capacity" +KEY_DISP_WEB_PLATE_CAPACITY= 'Web Plate Tension Capacity (kN)' +KEY_TEN_YIELDCAPACITY_WEB_PLATE = "Web_plate.tension_yielding" +KEY_DISP_TENSION_YIELDCAPACITY_WEB_PLATE = 'Tension Yielding Capacity (kN)' +KEY_TENSION_RUPTURECAPACITY_WEB_PLATE = "Web_plate.tension_rupture" +KEY_DISP_TENSION_RUPTURECAPACITY_WEB_PLATE= 'Tension Rupture Capacity (kN)' +KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE = "Web_plate.tension_blockshear" +KEY_DISP_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE = 'Block Shear Capacity (kN)' +# Web +KEY_TENSIONYIELDINGCAP_WEB = "section.tension_yielding_capacity_web" +KEY_DISP_TENSIONYIELDINGCAP_WEB ='Web Tension Yielding Capacity (kN)' +KEY_TENSIONRUPTURECAP_WEB ='section.tension_rupture_capacity_web' +KEY_DISP_TENSIONRUPTURECAP_WEB ='Web Tension Rupture Capacity (kN)' +KEY_TENSIONBLOCK_WEB ='section.block_shear_capacity_web' +KEY_DISP_BLOCKSHEARCAP_WEB ='Web Block Shear Capacity (kN)' +KEY_WEB_TEN_CAPACITY ="section.Tension_capacity_web" +KEY_DISP_WEB_TEN_CAPACITY ="Web Tension Capacity (kN)" +# web in shear +KEY_SHEARYIELDINGCAP_WEB_PLATE= 'web_plate.shear_yielding_capacity' +KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE= 'Shear Yielding Capacity (kN)' +KEY_BLOCKSHEARCAP_WEB_PLATE='web_plate.block_shear_capacity' +KEY_DISP_BLOCKSHEARCAP_WEB_PLATE='Block Shear Capacity (kN)' +KEY_SHEARRUPTURECAP_WEB_PLATE= 'web_plate.shear_rupture_capacity' +KEY_DISP_SHEARRUPTURECAP_WEB_PLATE= 'Shear Rupture Capacity (kN)' +KEY_WEBPLATE_SHEAR_CAPACITY_PLATE ="web_plate.shear_capacity_web_plate" +KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE ="Web Plate Shear Capacity (kN)" +KEY_WEB_PLATE_MOM_DEMAND = 'Web_Plate.MomDemand' +KEY_WEB_DISP_PLATE_MOM_DEMAND = 'Web Moment Demand (kNm)' +KEY_WEB_PLATE_MOM_CAPACITY='Web_plate.MomCapacity' +KEY_WEB_DISP_PLATE_MOM_CAPACITY = 'Moment Capacity (kNm)' +KEY_WEB_BOLT_LINE = 'Web_plate.Bolt_Line' +KEY_WEB_DISP_BOLT_LINE = 'Bolt Lines' +KEY_WEB_BOLTS_REQ = "Web_plate.Bolt_required" +KEY_WEB_DISP_BOLTS_REQ = "Bolt Required" +KEY_WEB_BOLTS_ONE_LINE = 'Web_plate.Bolt_OneLine' +KEY_WEB_DISP_BOLTS_ONE_LINE = 'Bolts in One Line' + +KEY_WEB_WELD_DETAILS = "Web detail" +KEY_DISP_WEB_WELD_DETAILS = "Weld Details" +DISP_WEB_TITLE_WELD = 'Web Weld' +KEY_WEB_WELD_SIZE = 'Web_Weld.Size' +KEY_WEB_DISP_WELD_SIZE = 'Web Weld Size (mm)' +KEY_WEB_WELD_STRENGTH = 'Web_Weld.Strength' +KEY_WEB_DISP_WELD_STRENGTH = 'Web Weld Strength (N/mm)' +KEY_WEB_WELD_STRESS = 'Web_Weld.Stress' +KEY_WEB_DISP_WELD_STRESS = 'Web Weld Stress (N/mm)' +KEY_WEB_WELD_LENGTH = 'Web_Weld.Length' +KEY_DISP_WEB_WELD_LENGTH = 'Web Weld Length' +KEY_WEB_WELD_LENGTH_EFF = 'Web_Weld.EffLength' +KEY_WEB_WELD_HEIGHT ='Web_Weld.height' +KEY_DISP_WEB_WELD_HEIGHT = 'Web Weld Height' +KEY_OUT_LONG_JOINT_WELD = 'Weld Strength (post long joint) (N/mm)' +KEY_OUT_DISP_RED_WELD_STRENGTH = 'Weld Strength (N/mm)' + + +DISP_TITLE_ENDPLATE = 'End Plate' + +KEY_ENDPLATE_THICKNESS = 'Plate.end_plate.Thickness' +KEY_DISP_ENDPLATE_THICKNESS = 'Thickness (mm) *' + +KEY_BASE_PLATE_MATERIAL = 'Base_Plate.Material' +KEY_ST_KEY_MATERIAL = 'Stiffener_Key.Material' +KEY_BASE_PLATE_FU = 'Base_Plate.Fu' +KEY_BASE_PLATE_FY = 'Base_Plate.Fy' +KEY_ST_KEY_FU = 'Stiffener_Key.Fu' +KEY_ST_KEY_FY = 'Stiffener_Key.Fy' + +KEY_DISP_LEVER_ARM = "Lever Arm (mm)" +KEY_DISP_REQ_PARA= "Parameters" +KEY_BOLT_STATUS = 'Bolt.DesignStatus' +KEY_OUT_D_PROVIDED = 'Bolt.Diameter' +KEY_OUT_DISP_D_PROVIDED = 'Diameter (mm)' +KEY_OUT_DISP_D_MIN= 'Min. Diameter (mm)' +KEY_OUT_INTER_D_PROVIDED = 'Bolt.InterDiameter' +KEY_OUT_DISP_INTER_D_PROVIDED = 'Diameter (mm)' + + + + +KEY_OUT_GRD_PROVIDED = 'Bolt.Grade_Provided' +KEY_OUT_DISP_TYP_PROVIDED = 'Type' +KEY_OUT_TYP_PROVIDED = 'Bolt.Type_Provided' +KEY_OUT_DISP_GRD_PROVIDED = 'Property Class' +KEY_OUT_INTER_GRD_PROVIDED = 'Bolt.InterGrade' +KEY_OUT_DISP_INTER_GRD_PROVIDED = 'Grade' + + + + +KEY_OUT_DISP_PC_PROVIDED = 'Property Class' +KEY_OUT_ROW_PROVIDED = 'Bolt.Rows' +KEY_OUT_DISP_ROW_PROVIDED = 'Rows of Bolts' +KEY_OUT_COL_PROVIDED = 'Bolt.Cols' +KEY_OUT_DISP_COL_PROVIDED = 'Columns of Bolts' +KEY_OUT_TOT_NO_BOLTS = 'Bolt.number' +KEY_OUT_DISP_TOT_NO_BOLTS = 'Number of Bolts' +KEY_OUT_KB = 'Bolt.Kb' +KEY_OUT_BOLT_HOLE = 'Bolt.Hole' +KEY_DISP_BOLT_HOLE = 'Hole Diameter (mm)' +KEY_DISP_MIN_BOLT = 'Minimum Bolts (nos)' + +KEY_OUT_WELD_CONN_LEN = 'Weld.ConnLength' + +KEY_OUT_BOLT_CONN_LEN = 'Bolt.ConnLength' +KEY_UTILIZATION_RATIO = 'Bolt.UtilizationRatio' +KEY_DISP_UTILIZATION_RATIO = 'Utilization Ratio' +KEY_OUT_DISP_BOLT_CONN_LEN = 'Length of Connection (mm)' +KEY_OUT_DISP_WELD_CONN_LEN = 'Length of Connection (mm)' +KEY_OUT_BOLT_UTILIZATION = 'Bolt.Utilization' +KEY_OUT_DISP_BOLT_UTILIZATION = 'Bolt Utilization' +KEY_OUT_BASE_METAL_CAPACITY = 'Plate.BaseCapacity' +KEY_OUT_DISP_BASE_METAL_CAPACITY = 'Base Metal Capacity (kN)' +KEY_OUT_BASE_METAL_UTILIZATION = 'Plate.BaseUtilization' +KEY_OUT_DISP_BASE_METAL_UTILIZATION = 'Base Metal Utilization' + +KEY_DISP_BOLT_AREA = 'Nominal Stress Area (mm2)' +KEY_DISP_KB = 'Kb' + +KEY_OUT_BOLT_IR_DETAILS = 'Bolt.IRDetails' +KEY_OUT_BOLT_IR_DETAILS_SPTD = 'Bolt.IRDetails_sptd' +KEY_OUT_BOLT_IR_DETAILS_SPTING = 'Bolt.IRDetails_spting' +KEY_OUT_DISP_BOLT_IR_DETAILS = 'Capacity Details' +KEY_OUT_BOLT_SHEAR = 'Bolt.Shear' +KEY_OUT_DISP_BOLT_SHEAR = 'Shear Capacity (kN)' +KEY_OUT_BOLT_BEARING = 'Bolt.Bearing' +KEY_OUT_DISP_BOLT_BEARING = 'Bearing Capacity (kN)' +KEY_OUT_BETA_LJ = 'Bolt.Betalj' +KEY_OUT_DISP_BETA_LJ = 'Ī²lj' +KEY_OUT_BETA_LG = 'Bolt.Betalg' +KEY_OUT_DISP_BETA_LG = 'Ī²lg' +KEY_OUT_BETA_PK = 'Bolt.Betapk' +KEY_OUT_DISP_BETA_PK = 'Ī²pk' +KEY_OUT_DISP_BOLT_SLIP= 'Slip Resistance' +KEY_OUT_BOLT_SLIP = 'Bolt.Slip' +KEY_OUT_DISP_BOLT_SLIP_DR = 'Slip Resistance (kN)' +KEY_OUT_BOLT_CAPACITY = 'Bolt.Capacity' +KEY_OUT_BOLT_CAPACITY_SPTD = 'Bolt.Capacity_sptd' +KEY_OUT_BOLT_CAPACITY_SPTING = 'Bolt.Capacity_spting' +KEY_OUT_DISP_BOLT_CAPACITY = 'Capacity (kN)' +KEY_OUT_DISP_BOLT_VALUE = 'Bolt Value (kN)' +KEY_OUT_BOLT_FORCE = 'Bolt.Force (kN)' +KEY_OUT_DISP_BOLT_FORCE = 'Bolt Force (kN)' +KEY_OUT_DISP_BOLT_SHEAR_FORCE = 'Bolt Shear Force (kN)' +KEY_OUT_BOLT_TENSION_FORCE = 'Bolt.TensionForce' +KEY_OUT_DISP_BOLT_TENSION_FORCE = 'Bolt Tension Force (kN)' +KEY_OUT_DISP_CRITICAL_BOLT_TENSION = 'Tension Due to Moment (kN)' +KEY_OUT_DISP_BOLT_TENSION_AXIAL = 'Tension due to Moment and Axial Force (kN)' +KEY_OUT_BOLT_PRYING_FORCE = 'Bolt.PryingForce' +KEY_OUT_DISP_BOLT_PRYING_FORCE = 'Bolt Prying Force (kN)' +KEY_OUT_DISP_BOLT_PRYING_FORCE_EP = 'Prying Force (kN)' +KEY_OUT_BOLT_TENSION_TOTAL = 'Bolt.TensionTotal' +KEY_OUT_DISP_BOLT_TENSION_TOTAL = 'Total Bolt Tension (kN)' +KEY_OUT_DISP_BOLT_TENSION_DEMAND = 'Tension Demand (kN)' +KEY_OUT_DISP_BOLT_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_BOLT_TENSION_CAPACITY = 'Bolt.Tension' +KEY_OUT_BOLT_TENSION_CAPACITY1 = 'Bolt Tension Capacity (kN)' +KEY_OUT_DISP_BOLT_TENSION_CAPACITY = 'Bolt Tension Capacity (kN)' +KEY_OUT_CRITICAL_BOLT_TENSION_CAPACITY = 'Tension Capacity (kN)' +KEY_OUT_BOLTS_REQUIRED = 'Bolt.Required' +KEY_OUT_LONG_JOINT = 'Long Joint Reduction Factor' +KEY_OUT_LARGE_GRIP = 'Large Grip Length Reduction Factor' +KEY_OUT_PACKING_PLATE = 'Packing Plate Reduction Factor' +KEY_OUT_BOLT_CAPACITY_REDUCED = 'Bolt Capacity (post reduction factor) (kN)' +KEY_OUT_BOLT_GRP_CAPACITY = 'Bolt.GroupCapacity' +KEY_OUT_BOLT_LINE = 'Bolt.Line' +KEY_OUT_DISP_BOLT_LINE = 'Bolt Columns (nos)' +KEY_OUT_INTER_BOLT_LINE = 'Bolt.InterLine' +KEY_OUT_DISP_INTER_BOLT_LINE = 'Columns (nos)' +KEY_OUT_BOLT_IR = 'Bolt.IR' +KEY_OUT_DISP_BOLT_IR = 'Interaction Ratio' +KEY_OUT_DISP_BOLT_COMBINED_CAPACITY = 'Combined Capacity, I.R' + + +KEY_OUT_BOLTS_ONE_LINE = 'Bolt.OneLine' +KEY_OUT_DISP_BOLTS_ONE_LINE = 'Bolt Rows (nos)' +KEY_OUT_BOLTS_ONE_LINE_S = 'Bolt.OneLineT' +KEY_OUT_DISP_BOLTS_ONE_LINE_S = 'Rows per Angle(nos)' + +KEY_OUT_INTER_BOLTS_ONE_LINE = 'Bolt.InterOneLine' +KEY_OUT_DISP_INTER_BOLTS_ONE_LINE = 'Rows (nos)' + + +KEY_OUT_SPACING = 'spacing' +KEY_OUT_DISP_SPACING = 'Spacing' +KEY_OUT_DISP_PATTERN = 'Pattern' +KEY_OUT_PITCH = 'Bolt.Pitch' +KEY_OUT_DISP_PITCH = 'Pitch Distance (mm)' +KEY_OUT_PATTERN_1 = 'pattern1' +KEY_OUT_PATTERN_2 = 'pattern2' + +KEY_OUT_Lw = 'Weld.Lw' +KEY_OUT_DISP_Lw = 'Lw (mm)' +KEY_OUT_Hw = 'Weld.Hw' +KEY_OUT_DISP_Hw = 'Hw (mm)' + + +KEY_OUT_END_DIST = 'Bolt.EndDist' +KEY_OUT_DISP_END_DIST = 'End Distance (mm)' +KEY_OUT_GAUGE = 'Bolt.Gauge' +KEY_OUT_DISP_GAUGE = 'Gauge Distance (mm)' +KEY_OUT_GAUGE1 = 'Bolt.Gauge1' +KEY_OUT_DISP_GAUGE1 = 'Gauge Distance 1 (mm)' +KEY_OUT_GAUGE2 = 'Bolt.Gauge2' +KEY_OUT_DISP_GAUGE2 = 'Gauge Distance 2 (mm)' +KEY_OUT_GAUGE_CENTRAL = 'Bolt.GaugeCentral' +KEY_OUT_DISP_GAUGE_CENTRAL = 'Central Gauge (mm)' + +KEY_OUT_MIN_GAUGE = 'Bolt.MinGauge' +KEY_OUT_MAX_SPACING = 'Bolt.MaxGauge' + +KEY_OUT_EDGE_DIST = 'Bolt.EdgeDist' +KEY_OUT_MIN_EDGE_DIST = 'Bolt.MinEdgeDist' +KEY_OUT_MAX_EDGE_DIST = 'Bolt.MaxEdgeDist' + + +KEY_OUT_DISP_EDGE_DIST = 'Edge Distance (mm)' + + +KEY_OUT_SPTING_BOLT_SHEAR = 'Cleat.Spting_leg.Shear' +KEY_OUT_SPTING_BOLT_BEARING = 'Cleat.Spting_leg.Bearing' +KEY_OUT_SPTING_BOLT_CAPACITY = 'Cleat.Spting_leg.Capacity' +KEY_OUT_SPTING_BOLT_FORCE = 'Cleat.Spting_leg.Force' +KEY_OUT_SPTING_BOLT_LINE = 'Cleat.Spting_leg.Line' +KEY_OUT_SPTING_BOLTS_REQUIRED = 'Cleat.Spting_leg.Required' + +KEY_OUT_SPTING_BOLT_GRP_CAPACITY = 'Cleat.Spting_leg.GroupCapacity' + +KEY_OUT_SPTING_BOLTS_ONE_LINE = 'Cleat.Spting_leg.OneLine' + +KEY_OUT_SPTING_SPACING = 'Cleat.Spting_leg.spacing' + +KEY_OUT_SPTING_PITCH = 'Cleat.Spting_leg.Pitch' + +KEY_OUT_SPTING_MIN_PITCH = 'Cleat.Spting_leg.MinPitch' +KEY_OUT_SPTING_END_DIST = 'Cleat.Spting_leg.EndDist' +KEY_OUT_SPTING_GAUGE = 'Cleat.Spting_leg.Gauge' +KEY_OUT_SPTING_MIN_GAUGE = 'Cleat.Spting_leg.MinGauge' +KEY_OUT_SPTING_MAX_SPACING = 'Cleat.Spting_leg.MaxGauge' +KEY_OUT_SPTING_EDGE_DIST = 'Cleat.Spting_leg.EdgeDist' +KEY_OUT_SPTING_MIN_EDGE_DIST = 'Cleat.Spting_leg.MinEdgeDist' +KEY_OUT_SPTING_MAX_EDGE_DIST = 'Cleat.Spting_leg.MaxEdgeDist' + + +KEY_OUT_DISP_PLATETHK_REP = 'Thickness (mm)' +KEY_OUT_PLATETHK = 'Plate.Thickness' +KEY_OUT_DISP_PLATETHK = 'Thickness (mm)' +KEY_OUT_PLATE_HEIGHT = 'Plate.Height' +KEY_OUT_DISP_PLATE_HEIGHT = 'Height (mm)' +KEY_OUT_DISP_PLATE_MIN_HEIGHT = 'Min.Height (mm)' + +KEY_OUT_INTER_PLATE_HEIGHT = 'Plate.InterHeight' +KEY_OUT_DISP_INTER_PLATE_HEIGHT = 'Height (mm)' + + +KEY_OUT_INTER_PLATE_LENGTH = 'Plate.InterLength' +KEY_OUT_DISP_INTER_PLATE_LENGTH = 'Length (mm)' + + +KEY_OUT_INTERCONNECTION = 'Intermittent.Connection' +KEY_OUT_DISP_INTERCONNECTION = 'Connection (nos)' + +KEY_OUT_INTERSPACING = 'Intermittent.Spacing' +KEY_OUT_DISP_INTERSPACING = 'Spacing (mm)' + + +KEY_OUT_PLATE_CAPACITY = 'Plate.Capacity' +KEY_OUT_PLATE_LENGTH = 'Plate.Length' +KEY_OUT_DISP_PLATE_LENGTH = 'Length (mm)' +KEY_OUT_DISP_PLATE_MIN_LENGTH = 'Min.Plate Length (mm)' +KEY_OUT_DISP_MEMB_MIN_LENGTH = 'Min.Member Length (mm)' + +KEY_OUT_PLATE_WIDTH = 'Plate.Width' +KEY_OUT_DISP_PLATE_WIDTH = 'Width (mm)' +c = 'Width (mm)' + +KEY_OUT_SEATED_ANGLE_DESIGNATION = "SeatedAngle.Designation" +KEY_OUT_DISP_ANGLE_DESIGNATION = "Designation" +KEY_OUT_SEATED_ANGLE_THICKNESS = "SeatedAngle.Thickness" +KEY_OUT_DISP_SEATED_ANGLE_THICKNESS = "Leg Thickness (mm)" +KEY_OUT_SEATED_ANGLE_LEGLENGTH = "SeatedAngle.LegLength" +KEY_OUT_DISP_SEATED_ANGLE_LEGLENGTH = "Leg Length (mm)" +KEY_OUT_SEATED_ANGLE_WIDTH = "SeatedAngle.Width" +KEY_OUT_DISP_ANGLE_WIDTH = "Width (mm)" +KEY_OUT_SEATED_ANGLE_BOLT_COL = "SeatedAngle.Bolt_Spacing_col" +KEY_OUT_DISP_SEATED_ANGLE_BOLT_COL = "Bolt Spacing Details" +KEY_OUT_SEATED_ANGLE_BOLT_BEAM = "SeatedAngle.Bolt_Spacing_beam" +KEY_OUT_DISP_SEATED_ANGLE_BOLT_BEAM = "Bolt Spacing Details" + +KEY_OUT_TOP_ANGLE_DESIGNATION = "TopAngle.Designation" +# KEY_OUT_DISP_TOP_ANGLE_DESIGNATION = "Designation" +KEY_OUT_TOP_ANGLE_WIDTH = "TopAngle.Width" +# KEY_OUT_DISP_TOP_ANGLE_WIDTH = "Width (mm)" +KEY_OUT_TOP_ANGLE_BOLT_COL = "TopAngle.Bolt_Spacing_col" +KEY_OUT_DISP_TOP_ANGLE_BOLT_COL = "Bolt Spacing Details" +KEY_OUT_TOP_ANGLE_BOLT_BEAM = "TopAngle.Bolt_Spacing_beam" +KEY_OUT_DISP_TOP_ANGLE_BOLT_BEAM = "Bolt Spacing Details" + +KEY_OUT_PLATE_SHEAR_DEMAND = 'Plate.ShearDemand' +KEY_OUT_DISP_PLATE_SHEAR_DEMAND = 'Shear Demand (kN)' +KEY_OUT_PLATE_SHEAR = 'Plate.Shear' +KEY_OUT_DISP_PLATE_SHEAR = 'Shear Yielding Capacity (kN)' +KEY_OUT_PLATE_YIELD = 'Plate.Yield' +KEY_OUT_DISP_PLATE_YIELD = 'Yield Capacity' +KEY_OUT_PLATE_RUPTURE = 'Plate.Rupture' +KEY_OUT_DISP_PLATE_RUPTURE = 'Rupture Capacity (kN)' + +KEY_OUT_PLATE_BLK_SHEAR = 'Plate.BlockShear' +KEY_OUT_DISP_PLATE_BLK_SHEAR = 'Block Shear Capacity (kN)' +KEY_OUT_PLATE_MOM_DEMAND = 'Plate.MomDemand' +KEY_OUT_DISP_PLATE_MOM_DEMAND = 'Moment Demand (kNm)' +KEY_OUT_DISP_PLATE_MOM_DEMAND_SEP = 'Moment Demand per Bolt (kNm)' +KEY_OUT_PLATE_MOM_CAPACITY = 'Plate.MomCapacity' +KEY_OUT_DISP_PLATE_MOM_CAPACITY = 'Moment Capacity (kNm)' +KEY_OUT_DISP_PLATE_MOM_CAPACITY_SEP = 'Moment Capacity per Bolt (kNm)' +KEY_OUT_EP_MOM_CAPACITY = 'Plate.MomentCapacity' +KEY_OUT_DISP_EP_MOM_CAPACITY = 'Moment Capacity (kNm)' + +KEY_OUT_PLATE_TENSION = 'Plate.TensionYield' + +KEY_OUT_DISP_PLATE_TENSION = 'Tension Yielding Capacity (kN)' + +KEY_OUT_PLATE_TENSION_RUP = 'Plate.TensionRupture' +KEY_OUT_DISP_PLATE_TENSION_RUP = 'Tension Rupture Capacity (kN)' + +KEY_OUT_PLATE_BLK_SHEAR_AXIAL = 'Plate.BlockShearAxial' +KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL = 'Axial Block Shear Capacity (kN)' + +KEY_OUT_PLATE_CAPACITIES = 'capacities' +KEY_OUT_DISP_PLATE_CAPACITIES = 'Capacity' + +KEY_OUT_WELD_SIZE = 'Weld.Size' +KEY_OUT_DISP_WELD_SIZE = 'Size (mm)' + +KEY_OUT_INTER_WELD_SIZE = 'InterWeld.Size' +KEY_OUT_DISP_INTER_WELD_SIZE = 'Size (mm)' + +KEY_OUT_WELD_SIZE_FLANGE = 'Weld.Size_flange' +KEY_OUT_DISP_WELD_SIZE_FLANGE = 'Size at Flange (mm)' +KEY_OUT_WELD_SIZE_WEB = 'Weld.Size_web' +KEY_OUT_DISP_WELD_SIZE_WEB = 'Size at Web (mm)' +KEY_OUT_WELD_SIZE_STIFFENER = 'Weld.Size_stiffener' +KEY_OUT_DISP_WELD_SIZE_STIFFENER = 'Size at Stiffener (mm)' +KEY_OUT_DISP_WELD_SIZE_STIFFENER1 = 'Weld Size at Stiffener (mm)' +KEY_OUT_WELD_STRENGTH = 'Weld.Strength' +KEY_OUT_DISP_WELD_STRENGTH = 'Strength (N/mm)' + +KEY_OUT_WELD_STRESS = 'Weld.Stress' +KEY_OUT_DISP_WELD_STRESS = 'Stress (N/mm)' +KEY_OUT_WELD_LENGTH = 'Weld.Length' +KEY_OUT_DISP_WELD_LENGTH = 'Length (mm)' +KEY_OUT_WELD_LENGTH_EFF = 'Weld.EffLength' +KEY_OUT_DISP_WELD_LENGTH_EFF = 'Eff.Length (mm)' + +KEY_OUT_DISP_MEMB_TEN_YIELD = 'Tension Yield Capacity (KN)' +KEY_OUT_DISP_MEMB_TEN_RUPTURE = 'Tension Rupture Capacity' +KEY_OUT_DISP_MEMB_BLK_SHEAR = 'Block Shear Capacity' + + +KEY_OUT_NO_BOLTS_FLANGE = 'ColumnEndPlate.nbf' +KEY_OUT_NO_BOLTS_FLANGE_TOTAL = 'ColumnEndPlate.nbftotal' +KEY_OUT_DISP_NO_BOLTS_FLANGE = 'No. of Bolts (along one side of the flange overhang) (n)' +KEY_OUT_DISP_NO_BOLTS_FLANGE_TOTAL = 'No. of Bolts (along flange)' +KEY_OUT_NO_BOLTS_WEB = 'ColumnEndPlate.nbw' +KEY_OUT_NO_BOLTS_WEB_TOTAL = 'ColumnEndPlate.nbwtotal' + +KEY_OUT_DISP_NO_BOLTS_WEB = 'No. of Bolts (along one side of the web) (n)' +KEY_OUT_DISP_NO_BOLTS_WEB_TOTAL = 'No. of Bolts (along web)' + +KEY_OUT_NO_BOLTS = 'ColumnEndPlate.nb' +KEY_OUT_DISP_NO_BOLTS = 'Total No. of Bolts' +KEY_PITCH_2_FLANGE = 'ColumnEndPlate.p2_flange' +KEY_DISP_PITCH_2_FLANGE = 'Pitch2 along Flange' +KEY_PITCH_2_WEB = 'ColumnEndPlate.p2_web' +KEY_DISP_PITCH_2_WEB = 'Pitch2 along Web' + +KEY_PITCH_2_FLANGE1 = 'ColumnEndPlate.p2_flange' +KEY_DISP_PITCH_2_FLANGE1 = 'Pitch (bolts along centre) (p2)' +KEY_PITCH_2_WEB1 = 'ColumnEndPlate.p2_web' +KEY_DISP_PITCH_2_WEB1 = 'Pitch along centre bolt (p2)' +KEY_BOLT_FLANGE_SPACING = 'Bolt.flange_bolts' +KEY_DISP_BOLT_FLANGE_SPACING = 'Flange Bolts Spacing' +KEY_BOLT_WEB_SPACING = 'Bolt.web_bolts' +KEY_DISP_BOLT_WEB_SPACING = 'Web Bolts Spacing' + + + +KEY_CONN_PREFERENCE = 'plate.design_method' +KEY_DISP_CONN_PREFERENCE = 'Design Method' +VALUES_CONN_PREFERENCE = ["Select","Plate Oriented", "Bolt Oriented"] +KEY_OUT_STIFFENER_HEIGHT = 'Stiffener.height' +KEY_OUT_DISP_STIFFENER_HEIGHT = 'Stiffener Height' +KEY_OUT_STIFFENER_WIDTH = 'Stiffener.width' +KEY_OUT_DISP_STIFFENER_WIDTH = 'Stiffener Width' +KEY_OUT_STIFFENER_THICKNESS = 'Stiffener.thickness' +KEY_OUT_DISP_STIFFENER_THICKNESS = 'Stiffener Thickness' +KEY_OUT_WELD_TYPE = 'Stiffener.weld' +KEY_OUT_WELD_TYPE1 = 'Stiffener.weld_flange' +KEY_OUT_DISP_WELD_TYPE = 'Weld Between Stiffener and Column flange' +KEY_OUT_DISP_WELD_TYPE1 = 'Weld Between Stiffener and End plate' +KEY_OUT_STIFFENER_DETAILS = 'Stiffener.Details' +KEY_OUT_STIFFENER_SKETCH = 'Stiffener.Sketch' +KEY_OUT_BP_TYPICAL_SKETCH = 'BasePlate.Sketch' +KEY_OUT_BP_TYPICAL_DETAILING = 'BasePlate.Detailing' +KEY_OUT_DISP_BP_DETAILING = 'Typical Detailing' +KEY_OUT_DISP_BP_DETAILING_SKETCH = 'Detailing' +KEY_OUT_CONTINUITY_DETAILS = 'ContinuityPlate.Details' +KEY_OUT_COL_WEB_STIFFENER_DETAILS = 'ColWebStiffenerPlate.Details' +KEY_OUT_DISP_STIFFENER_DETAILS = 'Stiffener Plate' +KEY_OUT_DISP_STIFFENER_DIMENSIONS = 'Dimensions' +KEY_OUT_DISP_STIFFENER_SKETCH = 'Typical Sketch' +KEY_OUT_DISP_CONTINUITY_PLATE_DETAILS = 'Continuity Plate' +KEY_OUT_DISP_WEB_STIFFENER_PLATE_DETAILS = 'Web Stiffener Plate' +KEY_OUT_STIFFENER_TITLE = 'Stiffener.Title' +KEY_P2_WEB = 'Bolt.pitch2_web' +KEY_P2_FLANGE = 'Bolt.pitch2_flange' +KEY_Y_SQR = 'Bolt.y_sqr' +KEY_BOLT_TENSION = 'Bolt.t_b' +KEY_BOLT_SHEAR = 'Bolt.v_sb' +KEY_PLATE_MOMENT = 'Plate.m_ep' +KEY_OUT_STIFFENER_LENGTH = 'Stiffener.Length' +KEY_OUT_STIFFENER_LENGTH_CHS = 'Stiffener.Length' +KEY_OUT_CONTINUITY_PLATE_NOS = 'ContinuityPlate.Number' +KEY_OUT_CONTINUITY_PLATE_LENGTH = 'ContinuityPlate.Length' +KEY_OUT_CONTINUITY_PLATE_WIDTH = 'ContinuityPlate.Width' +KEY_OUT_CONTINUITY_PLATE_THK = 'ContinuityPlate.Thickness' +KEY_OUT_WEB_STIFFENER_PLATE_NOS = 'WebStiffener.Number' +KEY_OUT_WEB_STIFFENER_PLATE_LENGTH = 'WebStiffener.Length' +KEY_OUT_WEB_STIFFENER_PLATE_WIDTH = 'WebStiffener.Width' +KEY_OUT_WEB_STIFFENER_PLATE_THK = 'WebStiffener.Thickness' +KEY_OUT_DISP_STIFFENER_LENGTH = 'Length (mm)' +KEY_OUT_DISP_CONTINUITY_PLATE_NUMBER = 'Number of Continuity Plate(s)' +KEY_OUT_DISP_WEB_STIFFENER_PLATE_NUMBER = 'Number of Stiffener(s)' +KEY_OUT_DISP_CONTINUITY_PLATE_LENGTH = 'Length (mm)' +KEY_OUT_DISP_WEB_PLATE_PLATE_DEPTH = 'Depth (mm)' +KEY_OUT_DISP_CONTINUITY_PLATE_WIDTH = 'Width (mm)' +KEY_OUT_DISP_CONTINUITY_PLATE_THK = 'Thickness (mm)' +KEY_OUT_STIFFENER_HEIGHT = 'Stiffener.Height' +KEY_OUT_STIFFENER_HEIGHT_CHS = 'Stiffener.Height' +KEY_OUT_STIFFENER_WIDTH = 'Stiffener.Width' +KEY_OUT_DISP_STIFFENER_HEIGHT = 'Height (mm)' +KEY_OUT_DISP_STIFFENER_WIDTH = 'Width (mm)' +KEY_OUT_STIFFENER_THICKNESS = 'Stiffener.Thickness' +KEY_OUT_STIFFENER_THICKNESS_CHS = 'Stiffener.Thickness' +KEY_OUT_DISP_STIFFENER_THICKNESS = 'Thickness (mm)' + +KEY_OUT_DISP_LOCAL_WEB_YIELDING = 'Local Web Yielding' +KEY_OUT_DISP_COMP_BUCKLING_WEB = 'Compression Buckling of Web' +KEY_OUT_DISP_WEB_CRIPPLING = 'Web Crippling' +KEY_OUT_DISP_COMP_STRENGTH = 'Compression Strength (kN)' +#Continuity Plate +KEY_OUT_DISP_CONT_PLATE_REQ = 'Continuity Plate Required?' +KEY_OUT_DISP_DIAG_PLATE_REQ = 'Web Stiffener Plate Required?' +KEY_OUT_DISP_AREA_REQ= "Area Required (mm2)" +KEY_OUT_DISP_NOTCH_SIZE ="Notch Size (mm)" +KEY_OUT_DISP_DIAG_LOAD_STIFF="Load taken by Stiffener" +KEY_OUT_DISP_DIAGONAL_PLATE_DEPTH = 'Depth (mm)' +KEY_OUT_DISP_DIAGONAL_PLATE_WIDTH = 'Width (mm)' +# KEY_OUT_DISP_WEB_PLATE_CONT_T + + + +KEY_OUT_WELD_DETAILS = 'Weld.Details' +DISP_TITLE_WELD = 'Weld' +DISP_TITLE_WELD_FLANGE = 'Weld at Flange' +DISP_TITLE_WELD_TYPICAL_DETAIL = 'Typical Sketch' +DISP_TITLE_WELD_WEB = 'Weld at Web' +KEY_OUT_WELD_SIZE = 'Weld.Size' +KEY_OUT_WELD_DETAILS = 'Weld.Details' +KEY_OUT_WELD_TYPE = 'Weld.Type' +KEY_OUT_DISP_WELD_SIZE = 'Size (mm)' +KEY_OUT_DISP_WELD_SIZE_EP = 'Size (mm)' +KEY_OUT_DISP_WELD_TYPE = 'Type' +KEY_OUT_WELD_STRENGTH = 'Weld.Strength' +KEY_OUT_DISP_WELD_STRENGTH = 'Strength (N/mm2)' + +KEY_OUT_WELD_STRESS = 'Weld.Stress' +KEY_OUT_WELD_STRESS_NORMAL = 'Weld.NormalStress' +KEY_OUT_WELD_STRESS_SHEAR = 'Weld.ShearStress' +KEY_OUT_WELD_STRESS_COMBINED = 'Weld.StressCombined' +KEY_OUT_DISP_WELD_STRESS_COMBINED = 'Combined Stress (N/mm2)' +KEY_OUT_DISP_WELD_STRESS_EQUIVALENT = 'Equivalent Stress (N/mm2)' +KEY_OUT_DISP_WELD_STRESS = 'Stress (N/mm)' +KEY_OUT_DISP_WELD_NORMAL_STRESS = 'Normal Stress (N/mm2)' +KEY_OUT_DISP_WELD_SHEAR_STRESS = 'Shear Stress (N/mm2)' +KEY_OUT_DISP_WELD_STRESS_AXIAL = 'Weld.Stress due to axial force' +KEY_OUT_DISP_WELD_STRESS_SHEAR = 'Weld.Stress due to shear force' +KEY_OUT_DISP_WEB_WELD_LENGTH = 'Web Weld Length (mm)' +KEY_OUT_WELD_LENGTH = 'Weld.Length' +KEY_OUT_DISP_WELD_LENGTH = 'Total Length (mm)' +KEY_OUT_WELD_LENGTH_EFF = 'Weld.EffLength' +KEY_OUT_DISP_WELD_LENGTH_EFF = 'Eff.Length (mm)' +KEY_OUT_WELD_STRENGTH_RED = 'Weld.Strength_red' +KEY_OUT_DISP_WELD_STRENGTH_RED = 'Red.Strength (N/mm)' + +DISP_OUT_TITLE_SPTDLEG = "Bolts on Supported Leg" +DISP_OUT_TITLE_SPTINGLEG = "Bolts on Supporting Leg" +DISP_OUT_TITLE_CLEAT = "Cleat Angle" +KEY_OUT_CLEAT_SECTION = "Cleat.Angle" +KEY_OUT_DISP_CLEAT_SECTION = "Cleat Angle Designation" +KEY_OUT_CLEATTHK = 'Plate.Thickness' +KEY_OUT_DISP_CLEATTHK = 'Thickness (mm)' +KEY_OUT_CLEAT_HEIGHT = 'Plate.Height' +KEY_OUT_DISP_CLEAT_HEIGHT = 'Height (mm)' +KEY_OUT_CLEAT_SPTDLEG = 'Cleat.SupportedLength' +KEY_OUT_DISP_CLEAT_SPTDLEG = 'Length (mm)' +KEY_OUT_CLEAT_SPTINGLEG = 'Cleat.SupportingLength' +KEY_OUT_DISP_CLEAT_SPTINGLEG = 'Length (mm)' + +KEY_OUT_CLEAT_SHEAR = 'Cleat.Shear' +KEY_OUT_DISP_CLEAT_SHEAR = 'Shear ' +KEY_OUT_CLEAT_BLK_SHEAR = 'Cleat.BlockShear' + +KEY_OUT_CLEAT_MOM_DEMAND = 'Cleat.MomDemand' + +KEY_OUT_CLEAT_MOM_CAPACITY = 'Cleat.MomCapacity' + + + +KEY_DISP_SEC_PROFILE = 'Section Profile*' +KEY_DISP_SEC_TYPE = 'Section Type' +VALUES_SEC_PROFILE = ['Beams and Columns', 'RHS and SHS', 'CHS'] #,'Channels', 'Back to Back Channels' +VALUES_SEC_PROFILE_2 = ['Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels'] +#, 'Channels', 'Back to Back Channels' +VALUES_SEC_PROFILE3 = ['Beams and Columns'] #,'Channels', 'Back to Back Channels' +VALUES_SEC_PROFILE4 = ['Channels'] +KEY_LENZZ = 'Member.Length_zz' +KEY_DISP_LENZZ = 'Length (z-z)(mm)*' + + +KEY_LENYY = 'Member.Length_yy' +KEY_DISP_LENYY = 'Length (y-y)(mm)*' + +DISP_TITLE_SC = 'Supporting Condition' +DISP_TITLE_STRUT = 'End Condition *' +KEY_END1 = 'End_1' +KEY_END1_Y = 'End_1_Y' +KEY_DISP_END1 = 'End 1 *' +KEY_DISP_END1_Y = 'End 1 *' +VALUES_END1 = ['Fixed', 'Free', 'Hinged', 'Roller'] +VALUES_STRUT_END1 = ['Fixed', 'Hinged'] +VALUES_END1_Y = ['Fixed', 'Free', 'Hinged', 'Roller'] +VALUES_STRUT_END1_Y = ['Fixed', 'Hinged'] + +KEY_END2 = 'End_2' +KEY_END2_Y = 'End_2_Y' +KEY_DISP_END2 = 'End 2 *' +KEY_DISP_END2_Y = 'End 2 *' +VALUES_END2 = ['Fixed', 'Free', 'Hinged', 'Roller'] +VALUES_STRUT_END2 = ['Fixed', 'Hinged'] +VALUES_END2_Y = ['Fixed', 'Free', 'Hinged', 'Roller'] +VALUES_STRUT_END2_Y = ['Fixed', 'Hinged'] + +KEY_END_CONDITION = 'End Condition' +KEY_DISP_END_CONDITION = 'End Condition (Major Axis z-z axis)' +KEY_DISP_END_CONDITION_2 = 'End Condition (Minor Axis y-y axis)' +DISP_TITLE_CLEAT = 'Cleat Angle' +DISP_TITLE_ANGLE = 'Angle Section' +DISP_TITLE_CHANNEL = 'Channel Section' +KEY_CLEATHT='CleatHt' +KEY_DISP_CLEATHT='Height(mm)' +KEY_DISP_CLEATSEC='Cleat Section *' +KEY_DISP_SEATEDANGLE = 'Seated Angle *' +KEY_DISP_TOPANGLE = 'Top Angle *' +#Design Report Strings +DISP_NUM_OF_BOLTS = 'No. of Bolts' +DISP_NUM_OF_ROWS = 'No. of Bolt Rows' +DISP_NUM_OF_COLUMNS = 'No. of Bolt Columns' +DISP_TITLE_COMPMEM='Compression member' +KEY_SECTYPE = 'Section Type' +KEY_DISP_SECTYPE = 'Section Type*' +KEY_DISP_SECSIZE = 'Section Designation*' +KEY_DISP_SECSIZE_REPORT = 'Section Size' +KEY_LENMEM = 'Length of Member' +KEY_DISP_LENMEM = 'Length of Member' +DISP_TITLE_FL = 'Factored loads' +KEY_AXFOR = 'Axial Force' +KEY_DISP_AXFOR = 'Axial Force (kN)*' +KEY_PLTHK = 'Plate thk' +KEY_PK_PLTHK = 'PackingPlate thk' +KEY_DISP_PLTHK = 'Plate thk (mm)' +KEY_DISP_PK_PLTHK = 'Packing Plate thickness (mm)' +KEY_PLTHICK = 'Plate thk' +KEY_DISP_PLTHICK = 'Plate Thickness (mm)' +KEY_DISP_PLATE_THICK = 'Plate Thickness (mm)' +KEY_DIAM = 'Diameter' +KEY_DISP_DIAM = 'Diameter (mm)' +KEY_NOROWS = 'No of Rows of Bolts' +KEY_DISP_NOROWS = 'No of Rows of Bolts' +KEY_NOCOLS = 'No of Column of Bolts' +KEY_DISP_NOCOLS = 'No of Column of Bolts' +KEY_ROWPI = 'Row Pitch' +KEY_DISP_ROWPI = 'Row Pitch' +KEY_COLPI = 'Column Pitch' +KEY_DISP_COLPI = 'Column Pitch' +KEY_ENDDIST = 'End Distance' +KEY_DISP_ENDDIST = 'End Distance' +KEY_EDGEDIST = 'Edge Distance' +KEY_DISP_EDGEDIST = 'Edge Distance' +KEY_CONNLOC = 'Conn Location' +KEY_DISP_CONNLOC = 'Conn Location' +KEY_LEN_INLINE = 'Total length in line with tension' +KEY_DISP_LEN_INLINE = 'Total Length in line with tension' +KEY_LEN_OPPLINE = 'Total length opp line with tension' +KEY_DISP_LEN_OPPLINE = 'Total Length opp line with tension' + +try: + VALUES_ANGLESEC_CUSTOMIZED= connectdb("Angles", call_type="popup") +except Exception as e: + print(f"Warning: Could not load Angles from database: {e}") + VALUES_ANGLESEC_CUSTOMIZED = [] + +def get_available_cleat_list(input_angle_list, max_leg_length=math.inf, min_leg_length=0.0, position="outer"): + + available_angles = [] + for designation in input_angle_list: + leg_a_length,leg_b_length,t,r_r = get_leg_lengths(designation) + if position == "inner": + min_leg_length_outer = min_leg_length + t + r_r + max_leg_length_outer = max_leg_length + t + r_r + else: + min_leg_length_outer = min_leg_length + max_leg_length_outer = max_leg_length + + # print(min_leg_length,max_leg_length) + if operator.le(max(leg_a_length,leg_b_length),max_leg_length_outer) and operator.ge(min(leg_a_length,leg_b_length), min_leg_length_outer) and leg_a_length==leg_b_length: + # print("appended", designation) + available_angles.append(designation) + return available_angles + + +def get_leg_lengths(designation): + + """ + Function to fetch designation values from respective Tables. + """ + conn = sqlite3.connect(PATH_TO_DATABASE) + db_query = "SELECT a, b, t, R1 FROM Angles WHERE Designation = ?" + cur = conn.cursor() + cur.execute(db_query, (designation,)) + row = cur.fetchone() + + a = row[0] + b = row[1] + t = row[2] + r_r = row[3] + # axb = axb.lower() + leg_a_length = float(a) + leg_b_length = float(b) + conn.close() + return leg_a_length,leg_b_length,t,r_r + +try: + all_angles = connectdb("Angles","popup") +except Exception as e: + print(f"Warning: Could not load Angles from database: {e}") + all_angles = [] + +VALUES_CLEAT_CUSTOMIZED = get_available_cleat_list(all_angles, 200.0, 50.0) +# print(all_angles) +# print("customised") +# print(VALUES_CLEAT_CUSTOMIZED) + +BOLT_DESCRIPTION = str("\n" + "\n" + "\n" + "\n" + "
    \n" + "

    IS 800 Table 20 Typical Average Values for Coefficient of Friction (Āµf)

    \n" + "


    \n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "\n" + "
    \n" + "

    Treatment of Surfaces

    		\n" + "

    Āµ_f

    \n" + "

    i)

    		\n" + "

    Surfaces not treated

    		\n" + "

    0.2

    \n" + "

    ii)

    		\n" + "

    Surfaces blasted with short or grit with any loose rust removed, no pitting

    		\n" + "

    0.5

    \n" + "

    iii)

    		\n" + "

    Surfaces blasted with short or grit and hot-dip galvanized

    		\n" + "

    0.1

    \n" + "

    iv)

    		\n" + "

    Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm)

    		\n" + "

    0.25

    \n" + "

    v)

    		\n" + "

    Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm)

    		\n" + "

    0.3

    \n" + "

    vi)

    		\n" + "

    Sand blasted surface, after light rusting

    		\n" + "

    0.52

    \n" + "

    vii)

    		\n" + "

    Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm)

    		\n" + "

    0.3

    \n" + "

    viii)

    		\n" + "

    Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm)

    		\n" + "

    0.3

    \n" + "

    ix)

    		\n" + "

    Surfaces blasted with shot or grit and spray metallized with aluminium (thickness >50 Āµm)

    		\n" + "

    0.5

    \n" + "

    x)

    		\n" + "

    Clean mill scale

    		\n" + "

    0.33

    \n" + "

    xi)

    		\n" + "

    Sand blasted surface

    		\n" + "

    0.48

    \n" + "

    xii)

    		\n" + "

    Red lead painted surface

    		\n" + "

    0.1

    \n" + "


    ") + +WELD_DESCRIPTION = str("\n" + "\n" + "

    Shop weld takes a material safety factor of 1.25

    \n" + "

    Field weld takes a material safety factor of 1.5

    \n" + "

    (IS 800 - cl. 5. 4. 1 or Table 5)

    ") + +# DETAILING_DESCRIPTION = str("\n" +# "\n" +# "

    The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

    \n" +# "


    \n" +# "

    This gap should include the tolerance value of 5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5 mm{tolerance})

    \n" +# "


    \n" +# "

    Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3

    \n" +# "


    ") + + + +DETAILING_DESCRIPTION = str("\n" + "\n" + "

    The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

    \n" + "


    \n" + "

    This gap should include the tolerance value of 5mm or 1.5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5mm {tolerance} or if the assumed clearance is 1.5mm, then the gap should be = 3mm (= 1.5mm {clearance} + 1.5mm {tolerance}. These are the default gap values based on the site practice for convenience of erection and IS 7215,Clause 2.3.1. The gap value can also be zero based on the nature of connection where clearance is not required.

    \n" + "


    \n" + "

    Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3

    \n" + "


    ") + +DETAILING_DESCRIPTION_LAPJOINT = str("\n" + "\n" + "

    The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2)

    \n" + "


    \n") + + +COLUMN_OPTIMIZATION_DESCRIPTION = str("\n" + "\n" + "

    The Allowable Utilization Ratio (UR) is the maximum allowable value of the demand to capacity ratio for performing the design. The default value of this ratio is set at 1.0. The UR can be re-defined for any particular design session with a maximum allowable value of 1.0 and a minimum of 0.1.

    \n" + "


    \n" + "

    The Optimization Parameter is the parameter used for selecting the most optimum section as the design output. The default parameter is set as the Utilization Ratio (UR). Optimum sections can be selected based on the cost plus UR by choosing the 'Cost' parameter from the drop-down list.

    \n" + "


    \n" + "

    The Effective Area Parameter is the parameter used to define the reduction in the area of the section due to connection detailing and other such requirements. The default value of this parameter is set at 1.0, which means that the effective area is 100% of the gross area for Plastic, Compact and Semi-compact sections. For Slender sections, the initial area will be computed based on the recommendations in Fig.2B of The National Building Code (2016). The value of the parameter should be defined in terms of the effective area to be considered for design simulation after deducting the area lost. The maximum value of the parameter is 1.0 (effective area is 100% of the gross area) with a minimum value of 0.1.

    \n" + "


    \n" + "

    The Section Definition preference allows to choose the type of section to be considered in the design as per the classification listed in Table 2 (Cl.3.7.2 and Cl.3.7.4) of IS 800:2007. Choosing 'Yes' for a particular section type will allow the solver to choose that section when it performs the design checks. Choosing 'No' will simply discard the section from the list of sections as a possible output.

    \n" + "


    ") + +Optimum_Para = str("

    The Optimization Parameter is the parameter used for selecting the most optimum section as the design output. The default parameter is set as the Utilization Ratio (UR). Optimum sections can be selected based on the cost plus UR by choosing the 'Cost' parameter from the drop-down list.

    \n" + "


    \n" + ) + +Allowable_Utilization_Para = str( "

    The Allowable Utilization Ratio (UR) is the maximum allowable value of the demand to capacity ratio for performing the design. The default value of this ratio is set at 1.0. The UR can be re-defined for any particular design session with a maximum allowable value of 1.0 and a minimum of 0.1.

    \n" + "


    \n") + +Effective_Area_Para = str("

    The Effective Area Parameter is the parameter used to define the reduction in the area of the section due to connection detailing and other such requirements. The default value of this parameter is set at 1.0, which means that the effective area is 100% of the gross area for Plastic, Compact and Semi-compact sections. For Slender sections, the initial area will be computed based on the recommendations in Fig.2B of The National Building Code (2016). The value of the parameter should be defined in terms of the effective area to be considered for design simulation after deducting the area lost. The maximum value of the parameter is 1.0 (effective area is 100% of the gross area) with a minimum value of 0.1.

    \n" + "


    \n") + + +Type_Load_Para = str("

    The Type of Load is the parameter used to define how the load maybe transferred in a Single Angle section. By default the Section will transfer the load concentrically through end gusset represented by Concentric Load. Type of Load can be selected based on the Concentric Load plus Leg Load by choosing the 'Leg Load' parameter from the drop-down list.

    \n" + "


    \n") + +Section_Definition_Para = str( "

    " + "The " + "Section Definition " + "preference allows to choose the type of section to be considered in the design as per the classification listed in Table 2 (Cl.3.7.2 and Cl.3.7.4) of IS 800:2007. Choosing 'Yes' for a particular section type will allow the solver to choose that section when it performs the design checks. Choosing 'No' will simply discard the section from the list of sections as a possible output.

    \n" + "


    ") + +Single_Angle_Out_Plane = str( "

    " + "In the case of members of trusses, buckling in the plane perpendicular to the plane of the truss, " + "Out of Plane " + ", the effective length, KL shall be taken as the distance between the centres of intersection (Cl.7.2.4) of IS 800:2007.

    \n" +"


    " + ) +Single_Angle_In_Plane = str( "

    " + "In the case of members of trusses, buckling in the plane of the truss, " + "In Plane " + ", the effective length, KL shall be taken as 0.7 to 1.0 times the distance between the centres of connections, depending on the degree of end restraint provided (Cl.7.2.4) of IS 800:2007.

    \n" + "


    ") + +Double_angle_opposite_gusset = str( "

    " + "" + "Double Angle Struts connected back to back, on opposite sides of the gusset " + "


    ") + +Double_angle_same_gusset = str( "

    " + "" + "Double Angle Struts connected back to back on one side of a gusset or section " + "


    ") + +Opposite_Side_of_Gusset_Out_Plane = str( "

    " + "The effective length, KL, in the plane perpendicular to that of the end gusset,, " + "Out of Plane " + ",shall be taken as equal to the distance between centres of intersections (Cl.7.5.2.1) of IS 800:2007.

    \n" + "


    ") + +Opposite_Side_of_Gusset_In_Plane = str( "

    " + "The effective length, KL, in the plane of end gusset, " + "In Plane " + ", shall be taken as between 0.7 and 0.85 times the distance between intersections, depending on the degree of the restraint provided (Cl.7.5.2.1) of IS 800:2007.

    \n" + "


    ") + +Same_Side_of_Gusset_Out_Plane = str( "

    " + "The effective length, KL, in the plane perpendicular to that of the end gusset,, " + "Out of Plane " + ",shall be taken as equal to the distance between centres of intersections (Cl.7.5.2.1) of IS 800:2007.

    \n" + "


    ") + +Same_Side_of_Gusset_In_Plane = str( "

    " + "The effective length, KL, in the plane of end gusset, " + "In Plane " + ", shall be taken as between 0.7 and 0.85 times the distance between intersections, depending on the degree of the restraint provided (Cl.7.5.2.1) of IS 800:2007.

    \n" + "


    ") + + +STRUT_OPTIMIZATION_DESCRIPTION = str("\n" + "\n" + ) + Allowable_Utilization_Para + Effective_Area_Para +Effective_Length_Para = str( "

    The Effective Length is the parameter to Overwrite the Length multiplyer. The default value of this ratio is set at NA. The value can be re-defined for any particular design session with a minimum of 0.1. If invalid value given then it is set to NA or 1.0.

    \n" + "

    For simply supported beams of overall depth D and span length L, the effective length LLT is given by below Table

    \n" + "


    \n") +Bearing_Length_Para = str( "

    The Bearing Length Parameter is the length of Bearing stiffener provided for webs. The default value of this parameter is set at NA. If invalid value given then it is set to NA.

    \n" + "


    \n") +Shear_Buckling_Para = str( "

    The Shear Buckling is only applicable when the input sections are susceptible to shear buckling.. The default value of this parameter is set at Simple Post Critical Method. ReferClause IS 8.4.2.2for understanding which method is applicable in your case.

    \n" + "


    \n") + +OPTIMIZATION_TABLE_UI = str(""" +
    + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
    Effective Length for Cantilever Beams
    Sl No.Conditions of RestraintLoading Condition
    SupportTopNormalDestabilizing
    (i)Continous, with lateral restraint to top flangeFree3.0 L7.5 L
    Lateral restraint to top flange2.7 L7.5 L
    Torsional restraint2.4 L4.5 L
    Lateral and Torsional restraint2.1 L3.6 L
    (ii)Continous, with partial torsional restraintFree2.0 L5.0 L
    Lateral restraint to top flange1.8 L5.0 L
    Torsional restraint1.6 L3.0 L
    Lateral and Torsional restraint1.4 L2.4 L
    (iii)Continous, with lateral and torsional restraintFree1.0 L2.5 L
    Lateral restraint to top flange0.9 L2.5 L
    Torsional restraint0.8 L1.5 L
    Lateral and Torsional restraint0.7 L1.2 L
    (iv)Restrained laterally, torsionally and against rotationFree0.8 L1.4 L
    Lateral restraint to top flange0.7 L1.4 L
    Torsional restraint0.6 L0.6 L
    Lateral and Torsional restraint0.5 L0.5 L
    +
    + +""") + +STRUT_OPTIMIZATION_DESCRIPTION = ( + '\n' + '\n' +) + Allowable_Utilization_Para + Effective_Area_Para # + OPTIMIZATION_TABLE_UI + +OPTIMIZATION_TABLE_UI2 = str(""" +
    + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
    Effective Length for Simply Supported Beams
    Sl No.Conditions of Restraint SupportsLoading Condition
    Torsional RestraintWarping RestraintNormalDestabilizing
    (i)Fully restrainedBoth flanges fully restrained0.7 L0.85 L
    (ii)Fully restrainedCompression flange fully restrained0.75 L0.9 L
    (iii)Fully restrainedBoth flanges fully restrained0.8 L0.95 L
    (iv)Fully restrainedBoth flanges fully restrained0.85 L1.0 L
    (v)Fully restrainedWarping not restrained in both flanges1.0 L1.2 L
    (vi)Partially restrained by bottom flange support connectionWarping not restrained in both flanges1.0 + 2 D1.2 L + 2 D
    (vii)Partially restrained by bottom flange bearing supportWarping not restrained in both flanges1.2 L + 2 D1.4 L + 2 D
    +
    +""")+str("

    \n

    ") +# +FLEXURE_OPTIMIZATION_DESCRIPTION_SimplySupp = str("\n" + "\n" + ) + Allowable_Utilization_Para + Effective_Area_Para + Effective_Length_Para + OPTIMIZATION_TABLE_UI2 + Bearing_Length_Para + +FLEXURE_OPTIMIZATION_DESCRIPTION_Canti = str("\n" + "\n" + ) + Allowable_Utilization_Para + Effective_Area_Para + Effective_Length_Para + OPTIMIZATION_TABLE_UI + Bearing_Length_Para + +PLATE_GIRDER_DEFLECTION_TABLE = str(""" + + + + Clause 5.6.1 Deflection + + + + +

    Clause 5.6.1 Deflection

    +

    Vertical Deflection - Table 6 of IS800-2007

    + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
    Type of structureLoad TypeMemberSupportingDeflection Limit
    Industrial buildingLive LoadPurlins and GirtsElastic claddingSpan/150
    Industrial buildingLive LoadPurlins and GirtsBrittle claddingSpan/180
    Industrial buildingLive LoadSimple spanElastic claddingSpan/240
    Industrial buildingLive LoadSimple spanBrittle claddingSpan/300
    Industrial buildingLive LoadCantilever spanElastic claddingSpan/120
    Industrial buildingLive LoadCantilever spanBrittle claddingSpan/150
    Industrial buildingLive LoadRafter supportingProfiled Metal SheetingSpan/180
    Industrial buildingLive LoadRafter supportingPlastered SheetingSpan/240
    Industrial buildingCrane Load(Manual operation)GantryCraneSpan/500
    Industrial buildingCrane load(Electric operation up to 50t)GantryCraneSpan/750
    Industrial buildingCrane load(Electric operation over 50t)GantryCraneSpan/1000
    Other buildingsLive LoadFloor and RoofElements not susceptible to crackingSpan/300
    Other buildingsLive LoadFloor and RoofElement susceptible to crackingSpan/360
    Other buildingsLive LoadCantilever SpanElements not susceptible to crackingSpan/150
    Other buildingsLive LoadCantilever SpanElement susceptible to crackingSpan/180
    Highway BridgesLive LoadSimple spanNASpan/600
    Railway BridgesLive LoadSimple spanNASpan/600
    Highway BridgesDead LoadSimple spanNASpan/800
    Railway BridgesDead LoadSimple spanNASpan/800
    Highway BridgesLive LoadCantilever spanNASpan/400
    Railway BridgesLive LoadCantilever spanNASpan/400
    Highway BridgesDead LoadCantilever spanNASpan/800
    Railway BridgesDead LoadCantilever spanNASpan/800
    + + + + + + +""") diff --git a/Report_functions.py b/osdag_core/Report_functions.py similarity index 84% rename from Report_functions.py rename to osdag_core/Report_functions.py index 3d8d9ab03..449b08a8a 100644 --- a/Report_functions.py +++ b/osdag_core/Report_functions.py @@ -1,8 +1,52 @@ -from utils.common.is800_2007 import * +from .utils.common.is800_2007 import * from pylatex import Math from pylatex.utils import NoEscape +def Utilization_Ratio_Latex(given, provided, given2, provided2, parameter, type = 1,Pd = None,fw = None): # same as #todo anjali + """ + Author: Rutvik J + + """ + temp1 = str(round(given/provided,3)) + temp2 = str(round(given2/provided2,3)) + given = str(round(given,3)) + provided = str(round(provided,3)) + given2 = str(round(given2,3)) + provided2 = str(round(provided2,3)) + answer = str(round(parameter,3)) + Pmc_eqn = Math(inline=True) + if type == 1: + Pmc_eqn.append(NoEscape(r'\begin{aligned} UR &= \text{MAX}\left(\frac{\text{Shear Force}}{\text{Shear Strength}},\frac{\text{Bending Moment}}{\text{Bending Strength}}\right)\\')) + Pmc_eqn.append(NoEscape(r'&=\text{MAX}\left(\frac{' + given + r'}{' + provided + r'},\frac{' + given2 + r'}{' + provided2 + r'}\right)\\')) + Pmc_eqn.append(NoEscape(r'&=\text{MAX}\left(' + temp1 + r',' + temp2 + r'\right)\\' )) + Pmc_eqn.append(NoEscape(r'&=' + answer + r'\end{aligned}' )) + elif type == 2: + temp3 = str(round(float(given)/Pd,3)) + temp4 = str(round(float(given)/fw,3)) + Pd = str(round(Pd,3)) + fw = str(round(fw,3)) + # Pmc_eqn.append(NoEscape(r'\begin{aligned} UR &= \text{MAX}\left(\frac{\text{Shear Force}}{\text{Shear Strength}},\frac{\text{Bending Moment}}{\text{Bending Strength}}, \frac{\text{Shear Force}}{\text{Buckling Resistance}}, \frac{\text{Shear Force}}{\text{Bearing Strength}}\right)\\')) + Pmc_eqn.append(NoEscape(r'\begin{aligned} UR &= \text{MAX}\left(\frac{\text{Shear Force}}{\text{Shear Strength}},\frac{\text{Bending Moment}}{\text{Bending Strength}},\right. \\ &\left. \frac{\text{Shear Force}}{\text{Buckling Resistance}}, \frac{\text{Shear Force}}{\text{Bearing Strength}}\right)\\')) + # Pmc_eqn.append(NoEscape(r'\begin{aligned} UR &= \text{MAX}\left(\frac{\text{Shear Force}}{\text{Shear Strength}},\frac{\text{Bending Moment}}{\text{Bending Strength}},\\')) + # Pmc_eqn.append(NoEscape(r'&\frac{\text{Shear Force}}{\text{Buckling Resistance}}, \frac{\text{Shear Force}}{\text{Bearing Strength}}\right)\\')) + Pmc_eqn.append(NoEscape(r'&=\text{MAX}\left(\frac{' + given + r'}{' + provided + r'},\frac{' + given2 + r'}{' + provided2 + r'},\frac{' + given + r'}{' + Pd + r'},\frac{' + given + r'}{' + fw + r'}\right)\\')) + Pmc_eqn.append(NoEscape(r'&=\text{MAX}\left(' + temp1 + r',' + temp2 + r','+temp3+r','+temp4+r'\right)\\' )) + Pmc_eqn.append(NoEscape(r'&=' + answer + r'\end{aligned}' )) + return Pmc_eqn +def sectional_area_change(given, provided, parameter): # same as #todo anjali + """ + Author: Rutvik J + + """ + given = str(given) + provided = str(provided) + parameter = str(parameter) + Pmc_eqn = Math(inline=True) + Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \text{Effective Area Parameter} \times \text{Area of Section}\\')) + Pmc_eqn.append(NoEscape(r'&=' + parameter + r'\times' + given + r'\\')) + Pmc_eqn.append(NoEscape(r'&=' + provided + r' \end{aligned}')) + return Pmc_eqn def cl_3_7_2_section_classification(class_of_section=None): """ Find class of the section @@ -16,17 +60,151 @@ def cl_3_7_2_section_classification(class_of_section=None): """ section_classification_eqn = Math(inline=True) - if class_of_section == int(1): - section_classification_eqn.append(NoEscape(r'\begin{aligned} & \text{Plastic} \\ \\')) - section_classification_eqn.append(NoEscape(r' & [\text{Ref: Table 2, Cl.3.7.2 and 3.7.4, IS 800:2007}] \end{aligned}')) - elif class_of_section == int(2): - section_classification_eqn.append(NoEscape(r'\begin{aligned} & \text{Compact} \\ \\')) - section_classification_eqn.append(NoEscape(r' & [\text{Ref: Table 2, Cl.3.7.2 and 3.7.4, IS 800:2007}] \end{aligned}')) - else: - section_classification_eqn.append(NoEscape(r'\begin{aligned} & \text{Semi-Compact} \\ \\')) - section_classification_eqn.append(NoEscape(r' & [\text{Ref: Table 2, Cl.3.7.2 and 3.7.4, IS 800:2007}] \end{aligned}')) + if class_of_section == int(1) or class_of_section == "Plastic": + section_classification_eqn.append(NoEscape(r'\begin{aligned} & \textbf{Plastic} \\ ')) + elif class_of_section == int(2) or class_of_section == "Compact": + section_classification_eqn.append(NoEscape(r'\begin{aligned} & \textbf{Compact} \\ ')) + elif class_of_section == int(3) or class_of_section == "Semi-Compact": + section_classification_eqn.append(NoEscape(r'\begin{aligned} & \textbf{Semi-Compact} \\ ')) + else: + section_classification_eqn.append(NoEscape(r'\begin{aligned} & \textbf{Slender} \\ ')) + section_classification_eqn.append(NoEscape(r' & [\text{Ref: Table 2, Cl.3.7.2 and 3.7.4, IS 800:2007}] \end{aligned}')) return section_classification_eqn +def cl_3_7_2_section_classification_web(d,t,result,epsilon,type, class_of_section=None): + """ + Author: Rutvik Joshi (EMP-24, intern-23,22) + """ + d = str(d) + t = str(t) + # ratio = str(ratio) + result = str(result) + epsilon = str(epsilon) + class_of_section = str(class_of_section) + eqn = Math(inline=True) + if type == 'Rolled': + eqn.append(NoEscape(r'\begin{aligned} d &= D - 2(T + R1) = ' + d + r'\\')) + else: + eqn.append(NoEscape(r'\begin{aligned} d &= D - 2(T) = ' + d + r'\\')) + if class_of_section == "Plastic": + eqn.append(NoEscape(r'\frac{d}{t_w} &=\frac{' + d + r'}{' + t + r'} \le 84\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(84*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Plastic} \end{aligned}')) + elif class_of_section == "Compact": + eqn.append(NoEscape(r'\frac{d}{t_w} &= \frac{' + d + r'}{' + t + r'} \le 105\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(105*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Compact} \end{aligned}')) + elif class_of_section == "Semi-Compact": + eqn.append(NoEscape(r'\frac{d}{t_w} &= \frac{' + d + r'}{' + t + r'} \le 126\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(126*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Semi-Compact} \end{aligned}')) + else : + eqn.append(NoEscape(r'& \textbf{Slender} \end{aligned}')) + return eqn +def cl_3_7_2_section_classification_flange(d,t,result,epsilon,class_of_section=None): + """ + Author: Rutvik Joshi (EMP-24, intern-23,22) + """ + d = str(d) + t = str(t) + # ratio = str(ratio) + result = str(result) + epsilon = str(epsilon) + class_of_section = str(class_of_section) + eqn = Math(inline=True) + if class_of_section == "Plastic": + eqn.append(NoEscape(r'\begin{aligned} \frac{b}{t_f} &= \frac{' + d + r'}{' + t + r'} \le 9.4\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(9.4*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Plastic} \end{aligned}')) + elif class_of_section == "Compact": + eqn.append(NoEscape(r'\begin{aligned} \frac{b}{t_f} &= \frac{' + d + r'}{' + t + r'} \le 10.5\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(10.5*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Compact} \end{aligned}')) + elif class_of_section == "Semi-Compact": + eqn.append(NoEscape(r'\begin{aligned} \frac{b}{t_f} &= \frac{' + d + r'}{' + t + r'} \le 15.7\varepsilon\\')) + eqn.append(NoEscape(r'&= ' + result + r'\le'+str(round(15.7*float(epsilon),2))+r'\\')) + eqn.append(NoEscape(r'& \textbf{Semi-Compact} \end{aligned}')) + else : + eqn.append(NoEscape(r'\begin{aligned} & \textbf{Slender} \end{aligned}')) + # eqn.append(NoEscape(r'& [\text{Ref: Table 2, Cl.3.7.2 and 3.7.4, IS 800:2007}] \end{aligned}')) + return eqn + + +def cl_3_7_2_section_classification_angle_required(ratio_type, class_of_section=None): + """ + Provide the required conditions for angle section classification based on IS 800:2007, Cl.3.7.2. + + Args: + ratio_type: Type of ratio to be calculated ('b/t', 'd/t', 'b+d/t') + class_of_section: Expected classification ('Plastic', 'Compact', 'Semi-Compact', 'Slender') + epsilon: Material constant (float) + + Returns: + A LaTeX equation showing the required classification conditions. + """ + eqn = Math(inline=True) + + if class_of_section in ["Plastic", "Compact"]: + eqn.append(NoEscape(r'\begin{aligned} \text{For ' + class_of_section + r' Section:} \\')) + eqn.append(NoEscape(r'\text{No Specific Ratio Limit} \end{aligned}')) + + elif class_of_section == "Semi-Compact": + if ratio_type == 'b/t': + eqn.append(NoEscape(r'\begin{aligned} \\')) + eqn.append(NoEscape(r'\frac{b}{t} \leq 15.7\varepsilon')) + eqn.append(NoEscape(r'\end{aligned}')) + elif ratio_type == 'd/t': + eqn.append(NoEscape(r'\begin{aligned} \\')) + eqn.append(NoEscape(r'\frac{d}{t} \leq 15.7\varepsilon')) + eqn.append(NoEscape(r'\end{aligned}')) + elif ratio_type == '(b+d)/t': + eqn.append(NoEscape(r'\begin{aligned} \\')) + eqn.append(NoEscape(r'\frac{b+d}{t} \leq 25\varepsilon')) + eqn.append(NoEscape(r'\end{aligned}')) + + else: + raise ValueError("Invalid section classification. Choose from 'Plastic', 'Compact', 'Semi-Compact'.") + + return eqn + +def cl_3_7_2_section_classification_angle_provided(b, d, t, ratio_value, ratio_type, epsilon, class_of_section=None): + """ + Provide the numerical values for angle section classification based on IS 800:2007, Cl.3.7.2. + + Args: + b: Width of the angle leg (float) + d: Depth of the angle (float) + t: Thickness of the leg (float) + ratio_type: Type of ratio to be calculated ('b/t', 'd/t', 'b+d/t') + ratio_value: The pre-calculated ratio value (float) + class_of_section: Expected classification ('Plastic', 'Compact', 'Semi-Compact', 'Slender') + epsilon: Material constant (float) + + Returns: + A LaTeX equation showing the numerical values and classification. + """ + eqn = Math(inline=True) + + if ratio_type == 'b/t': + eqn.append(NoEscape(r'\begin{aligned}')) + eqn.append(NoEscape(r'\frac{b}{t} = \frac{' + str(b) + '}{' + str(t) + '} = ' + str(ratio_value) + r' \leq 15.7\varepsilon \\')) + eqn.append(NoEscape(r'& \textbf{' + class_of_section + r'} \end{aligned}')) + + elif ratio_type == 'd/t': + eqn.append(NoEscape(r'\begin{aligned}')) + eqn.append(NoEscape(r'\frac{d}{t} = \frac{' + str(d) + '}{' + str(t) + '} = ' + str(ratio_value) + r' \leq 15.7\varepsilon \\')) + eqn.append(NoEscape(r'& \textbf{' + class_of_section + r'} \end{aligned}')) + + elif ratio_type == '(b+d)/t': + eqn.append(NoEscape(r'\begin{aligned}')) + eqn.append(NoEscape(r'\frac{b+d}{t} = \frac{' + str(b+d) + '}{' + str(t) + '} = ' + str(ratio_value) + r' \leq 25\varepsilon \\')) + eqn.append(NoEscape(r'& \textbf{' + class_of_section + r'} \end{aligned}')) + + else: + raise ValueError("Invalid ratio type. Choose from 'b/t', 'd/t', '(b+d)/t'.") + + return eqn + def cl_5_4_1_table_4_5_gamma_value(v, t): """ @@ -298,7 +476,28 @@ def slenderness_req(): return slenderlimit_eqn +def cl_7_1_2_design_compressive_strength(Pd, A, fcd, P,sub = 'e'): + """ + Author: Rutvik J + + """ + temp = True if Pd > P else False + Pd = str(Pd) + A = str(A) + fcd = str(fcd) + P = str(P) + sub = str(sub) + # slender = str(slender) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned}P_d &= A_' + sub + r' \times f_{cd}\\')) + slender_eqn.append(NoEscape(r' &= ' + A + r'\times' + fcd + r'\times 10^{-3} \\')) + if temp: + slender_eqn.append(NoEscape(r'&= ' + Pd + r'> ' + P + r' \\')) + else: + slender_eqn.append(NoEscape(r'&= ' + Pd + r'\leq ' + P + r' \\')) + slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2}] \end{aligned}')) + return slender_eqn def cl_7_1_2_effective_slenderness_ratio(K, L, r, slender): """ Calculate effective selenderness ratio @@ -327,6 +526,40 @@ def cl_7_1_2_effective_slenderness_ratio(K, L, r, slender): slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2}] \end{aligned}')) return slender_eqn +def cl_7_5_1_2_effective_slenderness_ratio(k1, k2, k3, lmb_v, lmb_phi, slender): + """ + Calculate effective slenderness ratio based on given parameters. + + Args: + k1: Constant k1 (float) + k2: Constant k2 (float) + k3: Constant k3 (float) + lmb_v: Slenderness parameter Ī»v (float) + lmb_phi: Slenderness parameter Ī»Ļ• (float) + slender: Effective slenderness ratio Ī»e (float) + + Returns: + LaTeX representation of the effective slenderness ratio calculation. + + Note: + Reference: + IS 800:2007, Cl.7.5.1.2 + """ + k1 = str(k1) + k2 = str(k2) + k3 = str(k3) + lmb_v = str(lmb_v) + lmb_phi = str(lmb_phi) + slender = str(slender) + + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} \lambda_e &= \sqrt{k_1 + k_2 \cdot \lambda_v^2 + k_3 \cdot \lambda_\phi^2} \\')) + slender_eqn.append(NoEscape(r'&= \sqrt{' + k1 + r' + ' + k2 + r' \cdot ' + lmb_v + r'^2 + ' + k3 + r' \cdot ' + lmb_phi + r'^2} \\')) + slender_eqn.append(NoEscape(r'&= ' + slender + r' \\ \\')) + slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.5.1.2}] \end{aligned}')) + + return slender_eqn + def cl_8_2_moment_capacity_member(Pmc, Mdc, M_c): """ @@ -352,8 +585,114 @@ def cl_8_2_moment_capacity_member(Pmc, Mdc, M_c): M_c_eqn.append(NoEscape(r'&=' + M_c + r'\\ \\')) M_c_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2}] \end{aligned}')) return M_c_eqn +def cl_8_2_1web_buckling_required(e,e1): + """ + Author: Rutvik J + + """ + + + e = str(e) + e1 = str(e1) + Pmc_eqn = Math(inline=True) + Pmc_eqn.append(NoEscape(r'\begin{aligned} &= 67 \times \epsilon\\')) + # Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \frac{D - 2(T + R1)}{t_{web}}\\')) + Pmc_eqn.append(NoEscape(r'&=67 \times' + e + r'\\')) + Pmc_eqn.append(NoEscape(r'&=' + e1 + r' \end{aligned}')) + # Pmc_eqn.append(NoEscape(r'[\text{Ref. IS 800:2007, Cl.8.2.1.1 }]')) + + + return Pmc_eqn +def cl_8_2_1web_buckling_1(d, tw, e,T): + """ + Author: Rutvik J + + """ + + d = str(d) + tw = str(tw) + e = str(e) + Pmc_eqn = Math(inline=True) + Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \frac{d_{web}}{t_{web}} = \frac{(D - 2(T + R1))}{t_{web}}\\')) + # Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \frac{D - 2(T + R1)}{t_{web}}\\')) + Pmc_eqn.append(NoEscape(r'&=\frac{' + d + r'}{' + tw + r'}\\')) + Pmc_eqn.append(NoEscape(r'&=' + e + r'\\')) + # if T: + Pmc_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.1.1 }] ')) + # else: + # Pmc_eqn.append(NoEscape(r'& [\text{Section is NOT susceptible to Web Buckling }] ')) + + Pmc_eqn.append(NoEscape(r'\end{aligned}')) + + return Pmc_eqn +def cl_8_2_1web_buckling(d, tw, e,T): + """ + Author: Rutvik J + + """ + + d = str(d) + tw = str(tw) + e = str(e) + Pmc_eqn = Math(inline=True) + Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \frac{0.7 d_{web}}{t_{web}}= \frac{0.7(D - 2(T + R1))}{t_{web}}\\')) + # Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \frac{D - 2(T + R1)}{t_{web}}\\')) + Pmc_eqn.append(NoEscape(r'&=\frac{0.7 \times' + d + r'}{' + tw + r'}\\')) + Pmc_eqn.append(NoEscape(r'&=' + e + r' \\')) + if T: + Pmc_eqn.append(NoEscape(r'& [\text{Section is susceptible to Web Buckling }] \end{aligned}')) + else: + Pmc_eqn.append(NoEscape(r'& [\text{Section is NOT susceptible to Web Buckling }] \end{aligned}')) + + return Pmc_eqn +def cl_8_2_1_2_moment_capacity_member(beta_b, Z_p, f_y, gamma_m0, Pmc,Ze, sclass,support): # same as #todo anjali + """ + Calculate member design moment capacity + Args: + + beta_b:1 for plastic and compact sections & Ze/Zp for semi compact section (int) + Z_p:Plastic section modulus of cross section mm^3 (float) + f_y:Yield stress of the material in N/mm square (float) + gamma_m0:partial safety factor (float) + Pmc:Plastic moment capacity in N-mm (float) + Returns: + Plastic moment capacity in N-mm (float) + Note: + Author: Rutvik J + IS 800:2007, cl 8.2.1.2 + """ + if support == KEY_DISP_SUPPORT1: + res = str(round(1.2 * Ze * f_y / gamma_m0 * 10 ** -6, 2)) + else: + res = str(round(1.5 * Ze * f_y / gamma_m0 * 10 ** -6, 2)) + beta_actual = str(beta_b) + beta_b = str(round(Ze/Z_p,2)) + Ze = str(Ze) + sclass = str(sclass) + Z_p = str(Z_p) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + Pmc = str(Pmc) + Pmc_eqn = Math(inline=True) + if sclass == 'Plastic' or sclass == 'Compact': + Pmc_eqn.append(NoEscape(r'\begin{aligned} \beta_b &= 1.0 \hspace{1 cm}\textit{Section is }' + sclass + r'\\'))# + elif sclass == 'Semi-Compact' : + Pmc_eqn.append(NoEscape(r'\begin{aligned} \beta_b &= \frac{Z_e}{Z_p} \hspace{1 cm}\textit{Section is Semi-Compact}\\'))# + Pmc_eqn.append(NoEscape(r' &='+ beta_b + r'\\')) + if support == KEY_DISP_SUPPORT1: + Pmc_eqn.append(NoEscape(r'{M_{d}} &= \frac{\beta_b Z_p f_y}{\gamma_{m0}} \leq \frac{1.2Z_ef_y}{\gamma_{mo}}\\')) + Pmc_eqn.append(NoEscape(r'&=\frac{' + beta_actual + r'\times' + Z_p + r'\times' + f_y + r'}{' + gamma_m0 + r' \times 10^6} \leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'\times 10^6}\\')) + else: + Pmc_eqn.append(NoEscape( + r' {M_{d}} &= \frac{\beta_b Z_p f_y}{\gamma_{m0}} \leq \frac{1.5Z_ef_y}{\gamma_{mo}}\\')) + Pmc_eqn.append(NoEscape( + r'&=\frac{' + beta_actual + r'\times' + Z_p + r'\times' + f_y + r'}{' + gamma_m0 + r' \times 10^6} \leq \frac{1.5 \times' + Ze + r'\times' + f_y + r'}{' + gamma_m0 + r'\times 10^6}\\')) + + Pmc_eqn.append(NoEscape(r'&=' + Pmc + r'\leq ' + res + r' \\')) + Pmc_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.1.2}] \end{aligned}')) + return Pmc_eqn def cl_8_2_1_2_plastic_moment_capacity_member(beta_b, Z_p, f_y, gamma_m0, Pmc): # same as #todo anjali """ Calculate member design moment capacity @@ -379,7 +718,7 @@ def cl_8_2_1_2_plastic_moment_capacity_member(beta_b, Z_p, f_y, gamma_m0, Pmc): gamma_m0 = str(gamma_m0) Pmc = str(Pmc) Pmc_eqn = Math(inline=True) - Pmc_eqn.append(NoEscape(r'\begin{aligned} {M_{d}}_{\text{z}} &= \frac{\beta_b Z_p fy}{\gamma_{m0} \times 10^6}\\')) + Pmc_eqn.append(NoEscape(r'\begin{aligned} {M_{d}}_{\text{z}} &= \frac{\beta_b Z_p fy}{\gamma_{m0}}\\')) Pmc_eqn.append(NoEscape(r'&=\frac{' + beta_b + r'\times' + Z_p + r'\times' + f_y + r'}{' + gamma_m0 + r' \times 10^6}\\')) Pmc_eqn.append(NoEscape(r'&=' + Pmc + r'\\ \\')) Pmc_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.1.2}] \end{aligned}')) @@ -443,7 +782,7 @@ def cl_8_2_1_2_plastic_moment_capacity_yy(beta_b, Z_py, f_y, gamma_m0, Pmc): return Pmc_eqn -def cl_8_2_1_2_deformation_moment_capacity_member(fy, Z_e, Mdc): +def cl_8_2_1_2_deformation_moment_capacity_member(fy, Z_e, Mdc, type = 'cantilever'): """ Calculate moment deformation capacity Args: @@ -460,13 +799,171 @@ def cl_8_2_1_2_deformation_moment_capacity_member(fy, Z_e, Mdc): Z_e = str(Z_e) Mdc = str(Mdc) Mdc_eqn = Math(inline=True) - Mdc_eqn.append(NoEscape(r'\begin{aligned} M_{dc} &= \frac{1.5 Z_e fy}{\gamma_{m0} \times 10^6}\\')) - Mdc_eqn.append(NoEscape(r'&= \frac{1.5 \times' + Z_e + r'\times' + fy + r'}{1.1\times 10^6}\\')) + if type == 'cantilever': + Mdc_eqn.append(NoEscape(r'\begin{aligned} M_{dc} &= \frac{1.5 Z_e fy}{\gamma_{m0} \times 10^6}\\')) + Mdc_eqn.append(NoEscape(r'&= \frac{1.5 \times' + Z_e + r'\times' + fy + r'}{1.1\times 10^6}\\')) + else: + Mdc_eqn.append(NoEscape(r'\begin{aligned} M_{dc} &= \frac{1.2 Z_e fy}{\gamma_{m0} \times 10^6}\\')) + Mdc_eqn.append(NoEscape(r'&= \frac{1.2 \times' + Z_e + r'\times' + fy + r'}{1.1\times 10^6}\\')) Mdc_eqn.append(NoEscape(r'&= ' + Mdc + r'\\ \\')) Mdc_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.1.2}] \end{aligned}')) return Mdc_eqn +def cl_8_2_1_2_shear_check(V_d, S_c,check,load): + V_d = str(V_d) + S_c = str(S_c) + # check = str(check) + load = str(load) + allow_shear_capacity_eqn = Math(inline=True) + allow_shear_capacity_eqn.append(NoEscape(r'\begin{aligned} &= 0.6~V_{d}\\')) + allow_shear_capacity_eqn.append(NoEscape(r'&=0.6 \times' + V_d + r'\\')) + if check: + allow_shear_capacity_eqn.append(NoEscape(r'&=' + S_c + r'\leq' + load + r'\\')) + allow_shear_capacity_eqn.append(NoEscape(r'& [\text{Further checks for High shear}] \end{aligned}')) + + else: + allow_shear_capacity_eqn.append(NoEscape(r'&=' + S_c + r'>' + load + r'\\')) + allow_shear_capacity_eqn.append(NoEscape(r'& [\text{Limited to low shear}] \end{aligned}')) + return allow_shear_capacity_eqn + +def cl_8_2_2_phi(al, lm,phi): + """ + Author: Rutvik J + + """ + + al = str(al) + lm = str(lm) + phi = str(phi) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= 0.5(1 + \alpha_{lt}(\lambda_{lt} - 0.2) + \lambda_{lt} ^ 2) \\')) + slender_eqn.append(NoEscape(r' &= 0.5(1+' + al + r'(' + lm + r'-0.2) +' + lm + r'^2)\\')) + slender_eqn.append(NoEscape(r' &= ' + phi + r' \end{aligned}')) + # slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2.1}] \end{aligned}')) + return slender_eqn + +def cl_8_2_2_1_Mcr(M_cr, E,I_y,KL,G,I_t,I_w,): + """ + Author: Rutvik J + + """ + + M_cr = str(round(M_cr,2)) + E = str(round(E*10**-5,2)) + I_y = str(round(I_y*10**-4,2)) + KL = str(round(KL*10**3,2)) + G = str(round(G*10**-3,2)) + I_t = str(round(I_t*10**-5,2)) + I_w = str(round(I_w*10**-11,2)) + + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned}M_{cr}&= \sqrt{\frac{\pi^{2}EI_y}{(KL)^2}\left( GI_t+\frac{\pi^{2}EI_w}{(KL)^2} \right)} \\')) + slender_eqn.append(NoEscape(r' &= \sqrt{\frac{\pi^{2}\times'+ E+r'\times 10^5 \times'+I_y+r'\times 10^4}{('+KL+r')^2}}\\')) # \sqrt{\left('+G+r'10^3 \times'+I_t+ r'\times 10^5+\frac{\pi^{2}'+E+r'\times 10^5\times'+I_w+r'\times 10^{11}}{('+KL+r')^2} \right)}\\ + slender_eqn.append(NoEscape(r' &\times\sqrt{\left('+G+r'\times 10^3 \times'+I_t+ r'\times 10^5+\frac{\pi^{2} \times'+E+r'\times 10^5\times'+I_w+r'\times 10^{11}}{('+KL+r')^2} \right)}\\')) + slender_eqn.append(NoEscape(r' &= ' + M_cr + r' \end{aligned}')) + # slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2.1}] \end{aligned}')) + return slender_eqn +def cl_8_2_2_slenderness(beta_b,Z_e, Z_p, M_cr, f_y, l,sub = 'length'): + """ + Author: Rutvik J + + """ + # temp = True if Pd > P else False + beta_b = str(beta_b) + Z_e = str(Z_e) + Z_p = str(Z_p) + M_cr = str(M_cr) + f_y = str(f_y) + l = str(l) + sub = str(sub) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}\lambda_{LT} &= \sqrt{\frac{\beta_bZ_pf_y}{M_{cr}}} \le \sqrt{\frac{1.2 Z_e f_y}{M_{cr}}}\\')) + eqn.append(NoEscape(r' &= \sqrt{\frac{'+beta_b+r'\times'+Z_p+r'\times'+f_y+r'}{'+M_cr+r'}} \le \sqrt{\frac{1.2'+ r'\times'+ Z_e+r'\times ' +f_y+r'}{'+r'\times'+M_cr+r'}}\\')) + eqn.append(NoEscape(r'&= ' + l + r' \\')) + eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.2}] \end{aligned}')) + return eqn + +def cl_8_2_2_Bending_Compressive(f_y,gamma_,lambd,phi,sub='0.49'): + """ + Author: Rutvik J + + """ + + f_y = str(f_y) + gamma_ = str(gamma_) + phi = str(phi) + lambd = str(lambd) + sub = str(sub) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= \frac{f_y }{\gamma_{mo}\left(\phi_{LT} + \sqrt{\phi_{LT}^2 - \lambda_{LT}^2}\right)} \\')) + slender_eqn.append(NoEscape(r' &= \frac{' + f_y + r'}{\left('+gamma_+ r'\times'+ phi + r'+\sqrt{'+phi+r'^2 - '+ lambd+r'^2}\right)} \\')) + slender_eqn.append(NoEscape(r'&='+ sub + r'\end{aligned}')) + # slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.1.5}] \end{aligned}')) + return slender_eqn +def cl_8_2_2_moment_capacity_member(beta_b, Z_p, f_y, gamma_m0, Pmc,Ze, sclass,support): # same as #todo anjali + """ + Calculate member design moment capacity + Args: + beta_b:1 for plastic and compact sections & Ze/Zp for semi compact section (int) + Z_p:Plastic section modulus of cross section mm^3 (float) + f_y:Yield stress of the material in N/mm square (float) + gamma_m0:partial safety factor (float) + Pmc:Plastic moment capacity in N-mm (float) + Returns: + Plastic moment capacity in N-mm (float) + + Note: + Author: Rutvik J + IS 800:2007, cl 8.2.1.2 + + """ + # if support == KEY_DISP_SUPPORT1: + # res = str(round(1.2 * Ze * f_y / gamma_m0 * 10 ** -6, 2)) + # else: + # res = str(round(1.5 * Ze * f_y / gamma_m0 * 10 ** -6, 2)) + beta_actual = str(beta_b) + beta_b = str(round(Ze/Z_p,3)) + Ze = str(Ze) + sclass = str(sclass) + Z_p = str(Z_p) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + Pmc = str(Pmc) + Pmc_eqn = Math(inline=True) + if sclass == 'Plastic' or sclass == 'Compact': + Pmc_eqn.append(NoEscape(r'\begin{aligned} \beta_b &= 1.0 \hspace{1 cm}\textit{Section is }' + sclass + r'\\'))# + elif sclass == 'Semi-Compact' : + Pmc_eqn.append(NoEscape(r'\begin{aligned} \beta_b &= \frac{Z_e}{Z_p} \hspace{1 cm}\textit{Section is Semi-Compact}\\'))# + Pmc_eqn.append(NoEscape(r' &='+ beta_b + r'\\')) + if support == KEY_DISP_SUPPORT1: + Pmc_eqn.append(NoEscape(r'{M_{d}} &= \frac{\beta_b Z_p f_y}{\gamma_{m0}}\\')) + Pmc_eqn.append(NoEscape(r'&=\frac{' + beta_actual + r'\times' + Z_p + r'\times' + f_y + r'}{' + gamma_m0 + r' \times 10^6}\\')) + else: + Pmc_eqn.append(NoEscape( + r' {M_{d}} &= \frac{\beta_b Z_p f_y}{\gamma_{m0}}\\')) + Pmc_eqn.append(NoEscape( + r'&=\frac{' + beta_actual + r'\times' + Z_p + r'\times' + f_y + r'}{' + gamma_m0 + r' \times 10^6} \\')) + + Pmc_eqn.append(NoEscape(r'&=' + Pmc + r' \\')) + Pmc_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.2}] \end{aligned}')) + return Pmc_eqn +def sectional_area_change(given, provided, parameter): + """ + Author: Rutvik J + + """ + + given = str(given) + provided = str(provided) + parameter = str(parameter) + Pmc_eqn = Math(inline=True) + Pmc_eqn.append(NoEscape(r'\begin{aligned} &= \text{Effective Area Parameter} \times \text{Area of Section}\\')) + Pmc_eqn.append(NoEscape(r'&=' + parameter + r'\times' + provided + r'\\')) + Pmc_eqn.append(NoEscape(r'&=' + given + r' \end{aligned}')) + # Pmc_eqn.append(NoEscape(r'& [\text{Further checks for High shear}] \end{aligned}')) + + return Pmc_eqn def cl_8_4_shear_capacity_member(V_dy, V_dn, V_db=0.0, shear_case='low'): """ Calculate shear capacity of member @@ -523,6 +1020,29 @@ def cl_8_4_shear_capacity_member(V_dy, V_dn, V_db=0.0, shear_case='low'): return shear_capacity_eqn +def cl_8_4_shear_yielding_capacity_member_(h, t, f_y, gamma_m0, V_dg, multiple=1): + """ + Similar to cl_8_4_shear_yielding_capacity_member without the y axis mentioned + """ + + h = str(h) + t = str(t) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + + V_dg = str(V_dg) + + shear_yield_eqn = Math(inline=True) + shear_yield_eqn.append(NoEscape(r'\begin{aligned} V_{d} &= \frac{A_vf_y}{\sqrt{3}\gamma_{m0}}\\')) + if multiple == 1: + shear_yield_eqn.append(NoEscape(r'&=\frac{' + h + r'\times' + t + r'\times' + f_y + r'}{\sqrt{3} \times' + gamma_m0 + r' \times 1000}\\')) + else: + multiple = str(multiple) + shear_yield_eqn.append( + NoEscape(r'&=\frac{' + multiple + r'\times' + h + r'\times' + t + r'\times' + f_y + r'}{\sqrt{3} \times' + gamma_m0 + r' \times 1000} \\')) + shear_yield_eqn.append(NoEscape(r'&=' + V_dg + r' \\ \\')) + shear_yield_eqn.append(NoEscape(r'& [\text{Ref. IS ~800:2007,~Cl.10.4.3}] \end{aligned}')) + return shear_yield_eqn def cl_8_4_shear_yielding_capacity_member(h, t, f_y, gamma_m0, V_dg, multiple=1): """ @@ -597,7 +1117,618 @@ def cl_8_4_1_plastic_shear_resistance(h, t, f_y, gamma_m0, V_dg, multiple=1): shear_yield_eqn.append(NoEscape(r'&=' + V_dg + r'\\ \\')) shear_yield_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.4.1}] \end{aligned}')) return shear_yield_eqn +def cl_8_4_1_plastic_shear_resistance_Vp(h, t, f_y, V_p, multiple=1): + """ + Calculate shear yielding capacity of plate (provided) + Args: + h: Plate ht in mm (float) + t: Plate thickness in mm (float) + f_y:Yeild strength of plate material in N/mm square (float) + gamma: IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] (float) + V_dg: Shear yeilding capacity of plate in N (float) + multiple:2 (int) + Returns: + Shear yielding capacity of plate + Note: + Reference: + IS 800:2007, cl 10.4.3 + """ + + h = str(h) + t = str(t) + f_y = str(f_y) + V_dg = str(V_p) + shear_yield_eqn = Math(inline=True) + shear_yield_eqn.append(NoEscape(r'\begin{aligned} V_{p} &= \frac{A_v f_{y_w}}{\sqrt{3}} \\')) + if multiple == 1: + shear_yield_eqn.append(NoEscape(r'&=\frac{' + h + r'\times' + t + r'\times' + f_y + r'}{\sqrt{3}}\\')) + else: + multiple = str(multiple) + shear_yield_eqn.append( + NoEscape(r'&=\frac{' + multiple + r'\times' + h + r'\times' + t + r'\times' + f_y + r'}{\sqrt{3}}\\')) + + shear_yield_eqn.append(NoEscape(r'&=' + V_dg + r'\\ \\')) + shear_yield_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.4.1}] \end{aligned}')) + return shear_yield_eqn +def cl_8_4_2_2_Transverse_Stiffener_spacing(c): + """ + Author: Rutvik J + + """ + # T = True if c/d < 1.0 else False + # d = str(d) + c = str(c) + # kv = str(kv) + eqn = Math(inline=True) + # if design == KEY_DISP_SB_Option[0]: + eqn.append(NoEscape(r'\begin{aligned} &=' + c + r' \end{aligned}')) + # elif design == KEY_DISP_SB_Option[1]: + # if T: + # eqn.append(NoEscape(r'\begin{aligned} &= 4.0 + \frac{5.35}{(c/d)^22} \\')) + # eqn.append(NoEscape(r'&= 4.0 + \frac{5.35}{(' + c + r'/' + d + r')^2} \\')) + # else: + # eqn.append(NoEscape(r'\begin{aligned} &= 5.35 + \frac{4.0}{(c/d)**2} \\')) + # eqn.append(NoEscape(r'&= 5.35 + \frac{4.0}{(' + c + r'/' + d + r')**2} \\')) + # eqn.append(NoEscape(r'&=' + kv + r' \\')) + # eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.4.2.2 }] \end{aligned}')) + + return eqn +def cl_8_4_2_2_KV(kv, design = '', c=0,d=1): + """ + Author: Rutvik J + + """ + T = True if c/d < 1.0 else False + d = str(d) + c = str(c) + kv = str(kv) + eqn = Math(inline=True) + if design == KEY_DISP_SB_Option[0]: + eqn.append(NoEscape(r'\begin{aligned} &= 5.35\\')) + elif design == KEY_DISP_SB_Option[1]: + if T: + eqn.append(NoEscape(r'\begin{aligned} &= 4.0 + \frac{5.35}{(c/d)^2} \\')) + eqn.append(NoEscape(r'&= 4.0 + \frac{5.35}{(' + c + r'/' + d + r')^2} \\')) + else: + eqn.append(NoEscape(r'\begin{aligned} &= 5.35 + \frac{4.0}{(c/d)^2} \\')) + eqn.append(NoEscape(r'&= 5.35 + \frac{4.0}{(' + c + r'/' + d + r')^2} \\')) + eqn.append(NoEscape(r'&=' + kv + r' \\')) + eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.4.2.2 }] \end{aligned}')) + + return eqn +def cl_8_4_2_2_taucrc(K_v, E,mu, d, tw,tau_crc ): + """ + Author: Rutvik J + + """ + d = str(d) + mu = str(mu) + tw = str(tw) + tau_crc = str(tau_crc) + E = str(E) + K_v = str(K_v) + eqn = Math(inline=True) + + eqn.append(NoEscape(r'\begin{aligned} &= \frac{K_v \pi^2 E}{12(1-\mu^2)(d/t_w)^2} \\')) + eqn.append(NoEscape(r'&= \frac{'+K_v+ r'\times\pi^2 \times'+E+r'}{12(1-'+mu+r'^2)('+d+r'/'+tw+r')^2} \\')) + # eqn.append(NoEscape(r'&= 4.0 + \frac{5.35}{(' + c + r'/' + d + r')**2} \\')) + # else: + # eqn.append(NoEscape(r'\begin{aligned} &= 5.35 + \frac{4.0}{(c/d)**2} \\')) + # eqn.append(NoEscape(r'&= 5.35 + \frac{4.0}{(' + c + r'/' + d + r')**2} \\')) + eqn.append(NoEscape(r'&=' + tau_crc + r' \end{aligned}')) + # eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.4.2.2 }] \end{aligned}')) + + return eqn +def cl_8_4_2_2_slenderness_ratio(fyw, lamba,tau_crc ): + """ + Author: Rutvik J + + """ + fyw = str(fyw) + lamba = str(lamba) + tau_crc = str(tau_crc) + eqn = Math(inline=True) + + eqn.append(NoEscape(r'\begin{aligned} &= \sqrt{\frac{f_{yw}}{\sqrt{3} \tau_{crc}}} \\')) + eqn.append(NoEscape(r'&= \sqrt{\frac{'+ fyw + r'}{\sqrt{3} \times '+ tau_crc + r'}} \\')) + eqn.append(NoEscape(r'&=' + lamba + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_shearstress_web(fyw, lamba,tau_b ): + """ + Author: Rutvik J + + """ + type = lamba + fyw = str(fyw) + lamba = str(lamba) + tau_b = str(tau_b) + eqn = Math(inline=True) + if type <= 0.8: + eqn.append(NoEscape(r'\begin{aligned} &= \frac{f_{yw}}{\sqrt{3}} \\')) + eqn.append(NoEscape(r'&= \frac{'+ fyw + r'}{\sqrt{3}} \\')) + elif type > 0.8 and type < 1.2: + eqn.append(NoEscape(r'\begin{aligned} &= (1 - 0.8(\lambda_w - 0.8))\frac{f_{yw}}{\sqrt{3}} \\')) + eqn.append(NoEscape(r' &= (1 - 0.8(' + lamba + r'- 0.8))\frac{'+fyw+r'}{\sqrt{3}} \\')) + # eqn.append(NoEscape(r'&= \frac{'+ fyw + r'}{\sqrt{3}} \\')) + elif typ>= 1.2: + eqn.append(NoEscape(r'\begin{aligned} &= \frac{f_{yw}}{\sqrt{3}} \lambda_w^2 \\')) + eqn.append(NoEscape(r'&= \frac{'+ fyw + r'}{\sqrt{3}\times'+ lamba+r'^2} \\')) + eqn.append(NoEscape(r'&=' + tau_b + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_shearstrength(d,t,Vcr,tau_b,strength ): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + t = str(t) + d = str(d) + Vcr = str(Vcr) + strength = str(strength) + tau_b = str(tau_b) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned} &= \frac{V_{cr}}{\gamma_{mo}} = \frac{A_v \tau_b}{\gamma_{mo}} \\')) + eqn.append(NoEscape(r'&= \frac{'+d+r'\times'+t+r'\times'+tau_b+r'}{1.1} \\')) + eqn.append(NoEscape(r'&= \frac{'+Vcr+r'}{1.1} \\')) + eqn.append(NoEscape(r'&=' + strength + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_N_f(D,tf,d,Nf,M ): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + D = str(D) + tf = str(tf) + d = str(d) + M = str(M) + Nf = str(Nf) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned} &= \frac{\text{Bending Moment}}{D - t_f}\\')) + eqn.append(NoEscape(r'&= \frac{'+ M + r'}{'+D+r' - '+ tf+ r'}\\')) + eqn.append(NoEscape(r'&= \frac{'+ M + r'}{'+d+ r'}\\')) + eqn.append(NoEscape(r'&=' + Nf + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_TensionField_reduced_moment(Mfr,b,t,fy,Nf ): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + Mfr = str(Mfr) + b = str(b) + t = str(t) + fy = str(fy) + Nf = str(Nf) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned} &= 0.25b_ft_f^2f_{yf}\left\{1 - \left[\frac{N_f}{b_ft_ff_{yf}/\gamma_{mo}}\right]^2\right\} \\')) + eqn.append(NoEscape(r'&= 0.25\times'+b+r'\times'+t+r'^2 \times'+ fy+r'\times\left\{1-\left[\frac{'+Nf+r'}{'+b+r'\times'+t+r'\times'+ fy+r'/1.1}\right]^2\right\} \\')) + eqn.append(NoEscape(r'&=' + Mfr + r'\times 10^6 \end{aligned}')) + return eqn +def cl_8_4_2_2_TensionField_phi(s,c,d ): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + s = str(s) + c = str(c) + d = str(d) + # fy = str(fy) + # Nf = str(Nf) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned} &=\tan^{-1}(\frac{c}{d})\\')) + eqn.append(NoEscape(r'&= \tan^{-1}(\frac{'+c+r'}{'+d+r'}) \\')) + + eqn.append(NoEscape(r'&=' + s + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_TensionField_anchorage_length(s,phi, Mfr ,fyw,tw): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + s = str(s) + phi = str(phi) + Mfr = str(Mfr) + fyw = str(fyw) + tw = str(tw) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned} &= \frac{2}{\sin\phi} \left( \sqrt{\frac{M_{fr}\times10^6}{f_{yw}t_w}} \right)\\')) + eqn.append(NoEscape(r'&= \frac{2}{\sin'+phi+r'} \left( \sqrt{\frac{'+Mfr+r'}{'+fyw+r'\times'+tw+r'}} \right)\\')) + # eqn.append(NoEscape(r'&= \frac{'+d+r'\times'+t+r'\times'+tau_b+r'}{1.1} \\')) + eqn.append(NoEscape(r'&=' + s + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_KEY_DISP_WidthTensionField(d,phi,c, s,wtf): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + d = str(d) + phi = str(phi) + c = str(c) + s = str(s) + wtf = str(wtf) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}&= d\cos\phi+(c-s_c - s_t)\sin\phi \\')) + eqn.append(NoEscape(r'&= '+d+r'\cos'+phi+r'+('+c+r'-2 \times'+s+r')\sin'+phi+r' \\')) + # eqn.append(NoEscape(r'&= \frac{'+d+r'\times'+t+r'\times'+tau_b+r'}{1.1} \\')) + eqn.append(NoEscape(r'&=' + wtf + r' \end{aligned}')) + return eqn + +def cl_8_4_2_2_Yield_Strength_Tension_field(fyw,taub,psi, fv): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + fyw = str(fyw) + taub = str(taub) + psi = str(psi) + fv = str(fv) + # wtf = str(wtf) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}&= \sqrt{f_{yw}^2 - 3\tau_b^2 + \psi^2} - \psi \\')) + eqn.append(NoEscape(r'&= \sqrt{'+ fyw + r'^2 - 3'+ taub + r'^2 + '+ psi + r'^2} - '+ psi+ r'\\')) + # eqn.append(NoEscape(r'&= \frac{'+d+r'\times'+t+r'\times'+tau_b+r'}{1.1} \\')) + eqn.append(NoEscape(r'&=' + fv + r' \end{aligned}')) + return eqn +def cl_8_4_2_2_shearstrength_tensionfield(A_v,tau_b,V_p,strength,tw, wtf,fv,phi,Vtf ): + """ + Author: Rutvik J + + """ + # Area = str(d * t) + temp = str(round(A_v * tau_b + 0.9 * wtf * tw * fv * math.sin(phi*math.pi/180)/ 10 ** 3,2)) + A_v = str(A_v) + tau_b = str(tau_b) + V_p = str(V_p) + strength = str(strength) + tw = str(tw) + wtf = str(wtf) + fv = str(fv) + phi = str(phi) + Vtf = str(Vtf) + + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}V_{tf} &= \left[ A_v\tau_b+0.9w_{tf}t_wf_v\sin\phi \right] \le V_p \\')) + eqn.append(NoEscape(r'&= \left[ '+A_v+r'\times'+tau_b+r'+0.9\times'+wtf+r'\times'+tw+r'\times'+fv+r'\times\sin'+phi+r'\right] \le '+V_p+r' \\')) + eqn.append(NoEscape(r'&='+Vtf+r'\le '+V_p+r' \\')) + eqn.append(NoEscape(r'V_d&=V_{tf}/ \gamma_{mo} \\')) + eqn.append(NoEscape(r'V_d&='+Vtf+r'/ 1.1 \\')) + eqn.append(NoEscape(r'&=' + strength + r' \end{aligned}')) + return eqn +def cl_8_7_1_5_buckling_stress(E,slender,fcc): + """ + Author: Rutvik J + + """ + + E = str(E) + slender = str(slender) + fcc = str(fcc) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= \frac{\pi^2 E}{\lambda^2} \\')) + slender_eqn.append(NoEscape(r' &= \frac{3.14^2 \times' + E + r'}{' + slender + r'^2} \\')) + slender_eqn.append(NoEscape(r' &= ' + fcc + r' \\')) + slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2.1}] \end{aligned}')) + return slender_eqn + +def cl_8_7_1_5_phi(al, lm,phi): + """ + Author: Rutvik J + + """ + + al = str(al) + lm = str(lm) + phi = str(phi) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= 0.5(1 + \alpha(\lambda - 0.2) + \lambda ^ 2) \\')) + slender_eqn.append(NoEscape(r' &= 0.5(1+' + al + r'(' + lm + r'-0.2) +' + lm + r'^2)\\')) + slender_eqn.append(NoEscape(r' &= ' + phi + r' \end{aligned}')) + # slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2.1}] \end{aligned}')) + return slender_eqn + +def cl_8_7_1_5_buckling_curve(sub = 'c'): + """ + Author: Rutvik J + + """ + + sub = str(sub).upper() + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= ' + sub + r' \\')) + slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.3.1}] \end{aligned}')) + return slender_eqn + + +def cl_8_7_1_5_imperfection_factor(sub='0.49'): + """ + Author: Rutvik J + + """ + + sub = str(sub) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &='+ sub + r'\\')) + + slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.7.1.2.2}] \end{aligned}')) + return slender_eqn +def cl_8_7_1_5_Buckling(f_y,gamma_,lambd,phi,sub1,sub='0.49'): + """ + Author: Rutvik J + """ + + f_y = str(f_y) + gamma_ = str(gamma_) + phi = str(phi) + lambd = str(lambd) + sub = str(sub) + sub1 = str(sub1) + slender_eqn = Math(inline=True) + slender_eqn.append(NoEscape(r'\begin{aligned} &= \frac{f_y \gamma_{mo}}{\phi + \sqrt{\phi^2 - \lambda^2}} \leq f_y / \gamma_{mo} \\')) + slender_eqn.append(NoEscape(r' &= \frac{' + f_y + r'\times' + gamma_+ r'}{' + phi + r'+\sqrt{'+phi+r'^2 - '+ lambd+r'^2}} \leq ' + f_y + r'/' + gamma_+r' \\')) + slender_eqn.append(NoEscape(r'&='+ sub + r'\leq ' + sub1 + r'\end{aligned}')) + # slender_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.1.5}] \end{aligned}')) + return slender_eqn +def cl_8_7_1_5_slenderness(r, d, l,sub = 'length'): + """ + Author: Rutvik J + + """ + # temp = True if Pd > P else False + r = str(r) + d = str(d) + l = str(l) + sub = str(sub) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}\lambda &= \frac{0.7 d_{eff}web} {r_{eff}web}\\')) + eqn.append(NoEscape(r' &= \frac{0.7 \times' + d + r' } {' + r + r'}\\')) + eqn.append(NoEscape(r'&= ' + l + r' \\')) + eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.1.5}] \end{aligned}')) + return eqn +def cl_8_7_3_Ieff_web_check(b, t, I,sub = 'length'): + """ + Author: Rutvik J + + """ + # temp = True if Pd > P else False + b = str(b) + t = str(t) + I = str(I) + sub = str(sub) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}I_{eff}web &= \frac{\text{bearing}_{' + sub + r'}\times t_{web} ^ 3}{12}\\')) + eqn.append(NoEscape(r' &= \frac{' + b + r'\times' + t + r'^ 3}{12}\\')) + eqn.append(NoEscape(r'&= ' + I + r' \\')) + eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.3.1}] \end{aligned}')) + return eqn +def cl_8_7_3_Aeff_web_check(b, t, A,sub = 'length'): + """ + Author: Rutvik J + + """ + # temp = True if Pd > P else False + b = str(b) + t = str(t) + A = str(A) + sub = str(sub) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}A_{eff}web &= \text{bearing}_{' + sub + r'}\times t_{web} \\')) + eqn.append(NoEscape(r' &= ' + b + r'\times' + t + r'\\')) + eqn.append(NoEscape(r'&= ' + A + r' \end{aligned}')) + # eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.3.1}] \end{aligned}')) + return eqn +def cl_8_7_3_reff_web_check(r, I, A,sub = 'length'): + """ + Author: Rutvik J + + """ + # temp = True if Pd > P else False + r = str(r) + I = str(I) + A = str(A) + sub = str(sub) + eqn = Math(inline=True) + eqn.append(NoEscape(r'\begin{aligned}r_{web} &= \sqrt{\frac{I_{eff}web} {A_{eff}web}}\\')) + eqn.append(NoEscape(r' &= \sqrt{\frac{' + I + r' } {' + A + r'}}\\')) + eqn.append(NoEscape(r'&= ' + r + r' \end{aligned}')) + # eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.3.1}] \end{aligned}')) + return eqn +def cl_8_7_4_Bearing_stiffener_check(b,n, t, fy,gama,fw,r1,T): + """ + Author: Rutvik J + + """ + + # temp = True if Pd > P else False + b = str(b) + t = str(t) + n = str(n) + fy = str(fy) + gama = str(gama) + fw = str(fw) + r1 = str(r1) + T = str(T) + eqn = Math(inline=True) + # eqn.append(NoEscape(r'\begin{aligned} n_2 &= 2.5 (R1 + T)\end{aligned}')) + eqn.append(NoEscape(r'\begin{aligned} n_2 &= 2.5 (R1 + T)\\')) + eqn.append(NoEscape(r'&= 2.5 ('+ r1 + r'+' + T + r')\\')) + eqn.append(NoEscape(r'&= '+ n + r'\\')) + eqn.append(NoEscape(r'F_w &= \frac{(bearing_{length} + n_2)t_{web}f_{yw}}{\gamma_mo}\\')) + eqn.append(NoEscape(r' &= \frac{(' + b + r'+' + n + r')\times' + t + r'\times' + fy + r'}{'+ gama + r'}\\')) + eqn.append(NoEscape(r'&= ' + fw + r' \\')) + eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.7.4}] \end{aligned}')) + return eqn +def cl_9_2_2_combine_shear_bending_mfd(Zpz, d, tw, f_y, gamma_m0, Mfd='NA' + ): + '''Author: Rutvik Joshi ''' + eq = Math(inline=True) + # Mdv = str(Mdv) + # Ze = str(Ze) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + # sclass = str(sclass) + # if sclass == 'Plastic' or sclass == 'Compact': + # beta = str(beta) + # Md = str(Md) + Mfd = str(Mfd) + # V = str(V) + # Vd = str(Vd) + Zpz = str(Zpz) + d = str(d) + tw = str(tw) + eq.append(NoEscape(r'\begin{aligned} M_{fd} &= \frac{fy(Z_{pz}-t_wd^2/4)}{\gamma_{mo}} \\')) + eq.append(NoEscape( + r'&= \frac{' + f_y + r'\times(' + Zpz + r'-' + d + r'^2 \times' + tw + r'/4)}{' + gamma_m0 + r'\times 10^6 }\\')) + eq.append(NoEscape(r'&=' + Mfd + r'\\ \\')) + eq.append(NoEscape(r'& \end{aligned}')) + return eq + + +def cl_9_2_2_combine_shear_bending_md_init(Ze,Zpz, f_y,support, gamma_m0,beta,Md, + sclass): + '''Author: Rutvik Joshi ''' + + eq = Math(inline=True) + if support == KEY_DISP_SUPPORT1: + res = str(round(1.2 * Ze * f_y/gamma_m0* 10 ** -6,2)) + else: + res = str(round(1.5 * Ze * f_y/gamma_m0* 10 ** -6,2)) + beta_b = str(round(Ze/Zpz,2)) + Ze = str(Ze) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + support = str(support) + beta = str(beta) + Md = str(Md) + Zpz = str(Zpz) + sclass = str(sclass) + if sclass == 'Plastic' or sclass == 'Compact': + eq.append(NoEscape(r'\begin{aligned} \beta_b &= 1.0 \hspace{1 cm}\text{Section is }'+sclass+r'\\'))# Plastic or Compact + elif sclass == 'Semi-Compact' : + eq.append(NoEscape(r'\begin{aligned} \beta_b &= \frac{Z_e}{Z_p} \hspace{1 cm}\text{Section is Semi-Compact}\\'))# + eq.append(NoEscape(r' &='+ beta_b + r'\\')) + if support == KEY_DISP_SUPPORT1: + eq.append(NoEscape(r' M_d &= \frac{\beta f_yZ_p}{\gamma_{mo}} \leq \frac{1.2Z_ef_y}{\gamma_{mo}}\\')) + # eq.append(NoEscape(r'\leq 1.2Z_ef_y*\gamma_{mo} \\ ')) + eq.append(NoEscape( + r'&= \frac{' + beta + r'\times(' + f_y + r'\times(' + Zpz + r'))}{' + gamma_m0 + r'}\leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'\times 10^6}\\')) + # eq.append(NoEscape(r'\leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\ ')) + # eq.append(NoEscape( + # r'&= ' + Md + r'\leq ' + res + r'\\')) + # eq.append(NoEscape(r'\leq ' + res + r'\\ ')) + + else: + eq.append(NoEscape(r' M_{d} &= \frac{\beta f_yZ_p}{\gamma_{mo}} \leq \frac{1.5Z_ef_y}{\gamma_{mo}} \\')) + # eq.append(NoEscape(r'\leq 1.5Z_ef_y*\gamma_{mo} \\ ')) + eq.append(NoEscape( + r'&= \frac{' + beta + r'\times(' + f_y + r'\times(' + Zpz + r'}{' + gamma_m0 + r'}\leq \frac{1.5 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\')) + # eq.append(NoEscape(r'\leq \frac{1.5 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\ ')) + # eq.append(NoEscape( + # r'&= ' + Md + r'\\')) + # eq.append(NoEscape(r'\leq ' + res + r'\leq ' + res + r'\\ ')) + eq.append(NoEscape( + r'&= ' + Md + r'\leq ' + res + r'\\')) + eq.append(NoEscape(r'M_{d}&=' + Md + r' \\')) + eq.append(NoEscape(r'& \end{aligned}')) + return eq +def cl_9_2_2_ltb_moment(E, meu,Iy, It, Iw, Llt, Ze,Zpz, f_y,support, gamma_m0,beta,Md, + sclass): + '''Author: Rutvik Joshi ''' + + eq = Math(inline=True) + # G = E / (2 + 2 * meu) + math.sqrt((math.pi ** 2 * E * Iy / Llt ** 2) * (G * It + (math.pi ** 2 * E * Iw / Llt ** 2))) + if support == KEY_DISP_SUPPORT1: + res = str(round(1.2 * Ze * f_y/gamma_m0* 10 ** -6,2)) + else: + res = str(round(1.5 * Ze * f_y/gamma_m0* 10 ** -6,2)) + G = str(round(E / (2 + 2 * meu),2)) + Ze = str(Ze) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + support = str(support) + beta = str(beta) + Md = str(Md) + Zpz = str(Zpz) + sclass = str(sclass) + if sclass == 'Plastic' or sclass == 'Compact': + eq.append(NoEscape(r'\begin{aligned} \beta_b &= 1.0 \hspace{1 cm}\textit{Section is Plastic or Compact}\\'))# + elif sclass == 'Semi-Compact' : + eq.append(NoEscape(r'\begin{aligned} \beta_b &= \frac{Z_e}{Z_p} \hspace{1 cm}\textit{Section is Semi-Compact}\\'))# + eq.append(NoEscape(r' &='+ beta_b + r'\\')) + if support == KEY_DISP_SUPPORT1: + eq.append(NoEscape(r' M_d &= \frac{\beta f_yZ_p}{\gamma_{mo}} \leq \frac{1.2Z_ef_y}{\gamma_{mo}}\\')) + # eq.append(NoEscape(r'\leq 1.2Z_ef_y*\gamma_{mo} \\ ')) + eq.append(NoEscape( + r'&= \frac{' + beta + r'\times(' + f_y + r'\times(' + Zpz + r'}{' + gamma_m0 + r'}\leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'\times 10^6}\\')) + # eq.append(NoEscape(r'\leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\ ')) + eq.append(NoEscape( + r'&= ' + Md + r'\leq ' + res + r'\\')) + # eq.append(NoEscape(r'\leq ' + res + r'\\ ')) + + else: + eq.append(NoEscape(r' M_{d} &= \frac{\beta f_yZ_p}{\gamma_{mo}} \leq \frac{1.5Z_ef_y}{\gamma_{mo}} \\')) + # eq.append(NoEscape(r'\leq 1.5Z_ef_y*\gamma_{mo} \\ ')) + eq.append(NoEscape( + r'&= \frac{' + beta + r'\times(' + f_y + r'\times(' + Zpz + r'}{' + gamma_m0 + r'}\leq \frac{1.5 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\')) + # eq.append(NoEscape(r'\leq \frac{1.5 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'}\\ ')) + eq.append(NoEscape( + r'&= ' + Md + r'\\')) + eq.append(NoEscape(r'\leq ' + res + r'\leq ' + res + r'\\ ')) + + eq.append(NoEscape(r'M_{d}&=' + Md + r' \\')) + eq.append(NoEscape(r'& \end{aligned}')) + return eq + +def cl_9_2_2_combine_shear_bending(Mdv,Ze, f_y,sclass,V,Vd, gamma_m0,beta='NA',Md='NA',Mfd='NA',eq=''): + """ + Calculate shear yielding capacity of plate (provided) + Args: + h: Plate ht in mm (float) + t: Plate thickness in mm (float) + f_y:Yeild strength of plate material in N/mm square (float) + gamma: IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] (float) + V_dg: Shear yeilding capacity of plate in N (float) + multiple:2 (int) + Returns: + Shear yielding capacity of plate + Note: + Reference: + IS 800:2007, cl 9.2.2 + Author: Rutvik Joshi + """ + if eq == '': + eq = Math(inline=True) + res = str(round(1.2 * Ze * f_y / gamma_m0 * 10**-6,2)) + Mdv = str(Mdv) + Ze = str(Ze) + f_y = str(f_y) + gamma_m0 = str(gamma_m0) + sclass = str(sclass) + if sclass == 'Plastic' or sclass == 'Compact' : + beta = str(beta) + Md = str(Md) + Mfd = str(Mfd) + V = str(V) + Vd = str(Vd) + eq.append(NoEscape(r'\begin{aligned} \beta &= (2\frac{V}{V_d} - 1)^2 \\')) + eq.append(NoEscape(r'&= ( \frac{2 \times' + V + r'}{' + Vd + r'} - 1)^2 \\')) + eq.append(NoEscape(r'&=' + beta + r'\\ \\')) + eq.append(NoEscape(r'M_{dv} &= M_d - \beta(M_d - M_{fd}) \leq\frac{1.2Z_ef_y}{\gamma_{mo}}\\ ')) + eq.append(NoEscape(r'&= '+Md +r' - '+ beta + r'('+ Md + r' -' + Mfd+r')\leq \frac{1.2 \times'+ Ze + r'\times'+ f_y + r'}{'+ gamma_m0 + r'\times 10^6}\\')) + eq.append(NoEscape(r'&=' + Mdv + r'\leq ' + res + r'\\')) + elif sclass == 'Semi-Compact' : + eq.append(NoEscape(r'\begin{aligned} M_{dv} &= \frac{Z_ef_y}{\gamma_{mo}} \\')) + eq.append(NoEscape(r'&= \frac{'+Ze +r'\times'+ f_y + r'}{'+ gamma_m0 + r'} \\')) + eq.append(NoEscape(r'&=' + Mdv + r'\\ \\')) + + eq.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.9.2.2}] \end{aligned}')) + return eq def AISC_J4_shear_rupture_capacity_member(h, t, n_r, d_o, fu, v_dn, gamma_m1=1.25, multiple=1): """ @@ -1377,14 +2508,14 @@ def cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_sb, V_db, T_b, T_db, val def cl_10_4_3_HSFG_bolt_capacity(mu_f, n_e, K_h, fub, Anb, gamma_mf, capacity): """ Calculate design shear strength of friction grip bolt as governed by slip - + Args: mu_f:Coefficient of friction (slip factor) as specified in Table 20 , IS 800:2007 - + n_e:Number of effective interfaces offering frictional resistance to slip (int) K_h:1 for bolts in clearence holes and 0.85 for bolts in oversized holes fub: Ultimate tensile strength of the bolt in KN (float) - + Anb: Net area of bolt in mm square gamma_mf:Partial safety factor [Ref: Table 5, cl.5.4.1,IS 800:2007] capacity: Design shear strength of friction grip bolt as governed by slip in N (float) @@ -1427,7 +2558,7 @@ def cl_10_4_7_tension_in_bolt_due_to_prying(T_e, l_v, f_o, b_e, t, f_y, end_dist t - thickness of the end plate f_y - yield strength of end plate end_dist - end distance of bolt - pre_tensioned: 'Pretensioned' if bolt is pretension None if it is not + pre_tensioned: 'Pre-tensioned' if bolt is pretension None if it is not beta - 2 for non pre-tensioned bolt and 1 for pre-tensioned bolt Q - Prying force l_e - min(e, 1.1~t~\sqrt{\frac{\beta~f_o}{f_y}}) @@ -1455,7 +2586,7 @@ def cl_10_4_7_tension_in_bolt_due_to_prying(T_e, l_v, f_o, b_e, t, f_y, end_dist r'\begin{aligned} Q &= \frac{l_v}{2\times l_e} \Bigg[T_e - \frac{\beta \times \eta \times f_o \times b_e \times t^4}' r'{27 \times l_e \times l_v^2}\Bigg] \\ \\')) - if pre_tensioned == 'Pretensioned': + if pre_tensioned == 'Pre-tensioned': tension_in_bolt_due_to_prying.append(NoEscape(r'\beta &= 1 ~(pre-tensioned~ bolt) \\ ')) else: tension_in_bolt_due_to_prying.append(NoEscape(r'\beta &= 2 ~(non~ pre-tensioned~bolt) \\')) @@ -1494,7 +2625,7 @@ def cl_10_4_7_prying_force(l_v, l_e, l_e2, T_e, beta, f_o, b_e, t, end_dist, bea t - thickness of the end plate f_y - yield strength of end plate end_dist - end distance of bolt - pre_tensioned: 'Pretensioned' if bolt is pretension None if it is not + pre_tensioned: 'Pre-tensioned' if bolt is pretension None if it is not beta - 2 for non pre-tensioned bolt and 1 for pre-tensioned bolt Q - Prying force l_e - min(e, 1.1~t~\sqrt{\frac{\beta~f_o}{f_y}}) @@ -3046,7 +4177,7 @@ def lever_arm_end_plate(lever_arm, bolt_row, ep_type=''): return display_eqn -def get_pass_fail(required, provided, relation=''): +def get_pass_fail(required, provided, relation='',M1=''): if provided == 0 or required == 'N/A' or provided == 'N/A' or required == 0: return '' else: @@ -3065,6 +4196,16 @@ def get_pass_fail(required, provided, relation=''): return 'Pass' else: return 'Fail' + elif relation == 'Warn': + if M1: + return 'High Shear' + else: + return 'Low Shear' + elif relation == 'Custom': + if required >= provided: + return 'Pass' + else: + return 'Method A' else: if required < provided: return 'Pass' @@ -7746,6 +8887,409 @@ def prov_moment_load_bp(moment_input, min_mc, app_moment_load, moment_capacity, app_moment_load_eqn.append(NoEscape(r'& [\text{Ref. IS 800:2007, Cl.8.2.1.2}] \end{aligned}')) return app_moment_load_eqn + + +def calculate_buckling_class(h, bf, tf, axis): + """ + Determines the buckling class using IS 800:2007 checks. + axis: Can be "ZZ" or "YY" + """ + h_bf_ratio = h / bf + tf_limit = tf + + if axis == "ZZ": + if h_bf_ratio <= 1.2 and tf_limit > 100: + return "D" + elif h_bf_ratio <= 1.2 and tf_limit <= 100: + return "C" + elif h_bf_ratio > 1.2 and tf_limit <= 40: + return "B" + elif h_bf_ratio > 1.2 and 40 < tf_limit <= 100: + return "C" + + elif axis == "YY": + if h_bf_ratio > 1.2 and tf_limit <= 40: + return "A" + elif h_bf_ratio > 1.2 and 40 < tf_limit <= 100: + return "B" + elif h_bf_ratio <= 1.2 and tf_limit <= 100: + return "B" + elif h_bf_ratio <= 1.2 and tf_limit > 100: + return "D" + else: + return "Invalid Axis" +def comp_column_class_section_check_required(h, bf, tf, axis): + """ + Args: + h: Depth of section (mm) (float) + bf: Breadth of section (mm) (float) + tf: Thickness of flange (mm) (float) + axis: Axis for buckling class ("YY" or "ZZ") (str) + Returns: + bucklingclass_eq: LaTeX formatted buckling class equation (Math object) + """ + bucklingclass_eq = Math(inline=True) + + # Calculate buckling class + calculated_buckling_class = calculate_buckling_class(h, bf, tf, axis) + + bucklingclass_eq=Math(inline=True) + if calculated_buckling_class=="A": + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f}<=40\\')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + elif calculated_buckling_class=="B": + if h/bf>1.2: + if axis=="YY": + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r'40 < t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + else: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f}<=40\\')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + else: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + elif calculated_buckling_class=="C": + if h/bf>1.2: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r'40 < t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + else: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + elif calculated_buckling_class=="D": + if axis=="YY": + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} > 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + else: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} > 100')) + bucklingclass_eq.append(NoEscape(r' \end{aligned}')) + return bucklingclass_eq + +def comp_column_class_section_check_provided(h, bf, tf, var_h_bf, axis): + """ + Args: + h: Depth of section (mm) (float) + bf: Breadth of section (mm) (float) + tf: Thickness of flange (mm) (float) + var_h_bf: Calculated h/bf ratio (float) + Returns: + bucklingclass_eq: LaTeX formatted buckling class equation (Math object) + """ + bucklingclass_eq = Math(inline=True) + + # Calculate buckling class first + calculated_buckling_class = calculate_buckling_class(h, bf, tf, axis) + + # Convert values to strings + h = str(h) + bf = str(bf) + tf = str(tf) + var_h_bf = str(var_h_bf) + + # Append the LaTeX formatted equations including buckling class + bucklingclass_eq.append(NoEscape(r'\begin{aligned} \text{Buckling Class: }' + calculated_buckling_class + r'\\')) + bucklingclass_eq.append(NoEscape(r'\frac{h}{b_\text{f}}&= \frac{'+ h +r'}{' + bf + r'}\\')) + bucklingclass_eq.append(NoEscape(r' &='+ var_h_bf +r'\\')) + bucklingclass_eq.append(NoEscape(r' t_f =' + tf + r' \\')) + bucklingclass_eq.append(NoEscape(r'&[\text{Ref. IS\:800:2007,\:Cl.7.1.2.2}]\end{aligned}')) + + return bucklingclass_eq + + + + +def cross_section_classification_required( section ): + """ + Args: + section:type of section + Returns: + cross_section_classification_required_eq + Note: + Reference: IS 800 Cl.7.1.2.2 + @author:Rutvik Joshi + """ + section=str(section) + cross_section_classification_required_eq=Math(inline=True) + if section=='plastic': + cross_section_classification_required_eq.append(NoEscape(r'\begin{aligned} frac{b}{t_f} & < 9.4 \times {epsilon} and frac{d}{tw}<=42 \times {epsilon} \\')) + elif section=='compact': + cross_section_classification_required_eq.append(NoEscape(r'\begin{aligned} 9.4 \times {epsilon} < frac{b}{t_f} <10.5 \times {epsilon} and frac{d}{tw}<=42 \times {epsilon} \\')) + elif section=='semi-compact': + cross_section_classification_required_eq.append(NoEscape(r'\begin{aligned} 10.5 \times {epsilon} < frac{b}{t_f} <15.7 \times {epsilon} and frac{d}{tw}<=42 \times {epsilon} \\')) + cross_section_classification_required_eq.append(NoEscape(r' \end{aligned}')) + return cross_section_classification_required_eq + + +def cross_section_classification_provided( tf , b1 , epsilon , section , b1_tf , d1_tw , ep1 , ep2 , ep3 , ep4 ): + """ + Args: + tf:Thickness of flange(mm) (float) + tw:Thickness of web(mm) (float) + b1,d1,epsilon,b1_tf,d1_tw,ep1,ep2,ep3,ep4....... refer 3.7.2 , 3.7.4 (float) + Returns: + cross_section_classification_required_eq + Note: + Reference: IS 800 Cl:3.7.2 & 3.7.4 + @author:Rutvik Joshi + """ + tf = str(tf) + b1 = str(b1) + epsilon = str(epsilon) + section=str(section) + b1_tf=str(b1_tf) + d1_tw=str(d1_tw) + ep1=str(ep1) + ep2=str(ep2) + ep3=str(ep3) + ep4=str(ep4) + cross_section_classification_required_eq = Math(inline=True) + cross_section_classification_required_eq.append(NoEscape(r'\begin{aligned} frac{b}{t_f} & =frac{' + b1 + r'}{' + tf + r'} \\')) + cross_section_classification_required_eq.append(NoEscape(r'\' & =' + b1_tf + r'\\')) + if section=='plastic': + cross_section_classification_required_eq.append(NoEscape(r' 9.4 \times{ ' + epsilon + '} &='+ ep1 + r'\\')) + elif section=='compact': + cross_section_classification_required_eq.append(NoEscape(r' 9.4 \times{' + epsilon + '} &='+ ep1 + r'\text{and} 10.5 \times {' + epsilon + '} &='+ ep2 + r'\\')) + elif section=='semi_compact': + cross_section_classification_required_eq.append(NoEscape(r' 10.5 \times {' + epsilon + '} &='+ ep2 + r'\text{and} 15.7 \times{' + epsilon + '} &=' + ep3 + r'\\')) + cross_section_classification_required_eq.append(NoEscape(r' frac{d}{t_w}&=' + d1_tw + r'\\')) + cross_section_classification_required_eq.append(NoEscape(r' 42 \times ' + epsilon + ' &='+ ep4 + r'\\')) + cross_section_classification_required_eq.append(NoEscape(r' \text{Therefore section is }'+ section + r'\end{aligned}')) + return cross_section_classification_required_eq + + +def cl_7_2_2_slenderness_required( KL , ry , lamba ): + """ + Args: + KL,ry,lamba:refer cl:7.2.2 + Returns: + slenderness_eq + Note: + Reference: IS 800 Cl:7.2.2 + @author:Rutvik Joshi + """ + slenderness_eq=Math(inline=True) + slenderness_eq.append(NoEscape(r'\begin{aligned} \text{slenderness ratio(\lambda)} =frac{KL}{ry}<=180 \end{aligned}')) + + +def cl_7_2_2_slenderness_provided( KL , ry , lamba ): + """ + Args: + KL,ry,lamba:refer cl:7.2.2 + Returns: + slenderness_eq + Note: + Reference: IS 800 Cl:7.2.2 + @author:Rutvik Joshi + """ + KL = str(KL) + ry = str(ry) + lamba = str(lamba) + slenderness_eq=Math(inline=True) + slenderness_eq.append(NoEscape(r'\begin{aligned} \lambda =frac{'+ KL +r'}{'+ ry +r'\\')) + slenderness_eq.append(NoEscape(r' &= '+ lamba + r'\end{aligned}')) + + +def cl_7_1_2_1_fcd_check_required( gamma_mo , f_y , f_y_gamma_mo ): + """ + Args: + facd:design compressive stress + gamma_mo:1.1 + f_y:yield strength + f_y_gamma_mo:f_y/gamma_mo + axial:axial load + Aeff:Aeff area determined by code + A_eff_facd:A_eff*facd + Returns: + facd_check_required_eq + Note: + Reference: IS 800 Cl:7.1.2.1 + @author:Rutvik Joshi + """ + f_y= str(f_y) + gamma_mo=str(gamma_mo) + f_y_gamma_mo=str(f_y_gamma_mo) + facd_check_required_eq=Math(inline=True) + facd_check_required_eq.append(NoEscape(r' \begin{aligned} f_\text{cd} & <= frac{d}{\gamma_\text{mo}')) + facd_check_required_eq.append(NoEscape(r' & =frac{'+ f_y + r'}{'+ gamma_mo + r'}')) + facd_check_required_eq.append(NoEscape(r' & = '+ f_y_gamma_mo + r'\\')) + + +def cl_7_1_2_1_fcd_check_provided( facd ): + """ + Args: + facd:design compressive stress + Returns: + facd_check_required_eq + Note: + Reference: IS 800 Cl:7.1.2.1 + @author:Rutvik Joshi + """ + facd = str(facd) + facd_check_required_eq=Math(inline=True) + facd_check_required_eq.append(NoEscape(r'\begin{aligned} f_\text{cd} & ='+ facd + r'\end{aligned}')) + + +def cl_7_1_2_design_comp_strength_required( axial ): + """ + Args: + axial:axial load + Returns: + facd_check_required_eq + Note: + Reference: IS 800 Cl:7.1.2 + @author:Rutvik Joshi + """ + axial=str(axial) + facd_check_required_eq=Math(inline=True) + facd_check_required_eq.append(NoEscape(r' \begin{aligned} Compressive designed strength & = A_\text{eff} \times {f_\text{cd}} ')) + facd_check_required_eq.append(NoEscape(r' A_\text{eff} \times {f_\text{cd}} & > axial end{aligned}')) + facd_check_required_eq.append(NoEscape(r' axial=' + axial + r'\end{aligned}')) + + +def cl_7_1_2_design_comp_strength_provided( Aeff , facd , A_eff_facd ): + """ + Args: + facd:design compressive stress + Aeff:Aeff area determined by code + A_eff_facd:A_eff*facd + Returns: + facd_check_required_eq + Note: + Reference: IS 800 Cl:7.1.2 + @author:Rutvik Joshi + """ + Aeff=str(Aeff) + facd=str(facd) + A_eff_facd=str(A_eff_facd) + facd_check_required_eq=Math(inline=True) + facd_check_required_eq.append(NoEscape(r' \begin{aglined} A_\text{eff} \times {f_\text{cd}} &=' + Aeff + ' \times ' + facd + r'\\')) + facd_check_required_eq.append(NoEscape(r' A_\text{eff_\text{provided}} \times {f_\text{cd}} & =' + A_eff_facd + r'\end{aligned}')) # def dia_plate_thk_provided(t_wc,) # t_wc -# t_wc = round((1.9 * self.load_moment_effective * 1e6) / (self.column_D * self.beam_D * self.column_fy), 2) \ No newline at end of file +# t_wc = round((1.9 * self.load_moment_effective * 1e6) / (self.column_D * self.beam_D * self.column_fy), 2) + +##FLEXURE MEMBERS (incomplete) +def flexure_section_check_required(bucklingclass , b , tf, d, tw ): + """ + Args: + h:Depth of section(mm) (float) + bf: Breadth of section(mm) (float) + bucklingclass: buckling class (float) + Returns: + bucklingclass_eq + Note: + Reference: IS 800 Cl.7.1.2.2 + @author:Rutvik Joshi + """ + bucklingclass_eq=Math(inline=True) + if bucklingclass==0.34: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f}<=40\\')) + bucklingclass_eq.append(NoEscape(r' \end(aligned)')) + elif bucklingclass==0.49: + if h/bf>1.2: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} frac{h}{b_\text{f}}>1.2\\')) + bucklingclass_eq.append(NoEscape(r'40 <= t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end(aligned)')) + else: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} <= 100')) + bucklingclass_eq.append(NoEscape(r' \end(aligned)')) + elif bucklingclass==0.76: + bucklingclass_eq.append(NoEscape(r'\begin{aligned} frac{h}{b_\text{f}}<=1.2\\')) + bucklingclass_eq.append(NoEscape(r' t_\text{f} > 100')) + bucklingclass_eq.append(NoEscape(r' \end(aligned)')) + return bucklingclass_eq + +# new functions for long joint and large grip reduction factors + +def cl_10_3_3_1_long_joint_reduction_factor(lj, d, beta_lj): + """ + Long joint reduction factor as per Cl. 10.3.3.1 of IS 800:2007 + + Args: + lj: Length of joint in mm (float) + d: Bolt diameter in mm (float) + beta_lj: Long joint reduction factor (float) + + Returns: + LaTeX equation for long joint reduction factor calculation + """ + lj_val = round(lj, 2) + d_val = round(d, 2) + beta_lj_val = round(beta_lj, 3) + limit_val = round(15 * d_val, 2) + + lj = str(lj_val) + d = str(d_val) + beta_lj = str(beta_lj_val) + limit = str(limit_val) + + lj_eq = Math(inline=True) + lj_eq.append(NoEscape(r'\begin{aligned}')) + lj_eq.append(NoEscape(r'l_j &= ' + lj + r' \text{ mm}\\')) + lj_eq.append(NoEscape(r'15d &= 15 \times ' + d + r' = ' + limit + r' \text{ mm}\\')) + + # Check the actual condition + if lj_val > limit_val: + lj_eq.append(NoEscape(r'\text{Since } l_j &> 15d \text{, apply long joint reduction}\\')) + lj_eq.append(NoEscape(r'\beta_{lj} &= 1.075 - \frac{l_j}{200d}\\')) + lj_eq.append(NoEscape(r'&= 1.075 - \frac{' + lj + r'}{200 \times ' + d + r'}\\')) + lj_eq.append(NoEscape(r'&= ' + beta_lj + r'\\')) + lj_eq.append(NoEscape(r'\beta_{lj} &= \max(0.75, ' + beta_lj + r') = ' + beta_lj)) + else: + lj_eq.append(NoEscape(r'\text{Since } l_j &\leq 15d \text{, no long joint reduction required}\\')) + lj_eq.append(NoEscape(r'\beta_{lj} &= 1.0')) + + lj_eq.append(NoEscape(r'\end{aligned}')) + + return lj_eq + + +def cl_10_3_3_2_large_grip_reduction_factor(lg, d, beta_lg): + """ + Large grip reduction factor as per Cl. 10.3.3.2 of IS 800:2007 + + Args: + lg: Grip length in mm (float) + d: Bolt diameter in mm (float) + beta_lg: Large grip reduction factor (float) + + Returns: + LaTeX equation for large grip reduction factor calculation + """ + lg_val = round(lg, 2) + d_val = round(d, 2) + beta_lg_val = round(beta_lg, 3) + limit_val = round(5 * d_val, 2) + + lg = str(lg_val) + d = str(d_val) + beta_lg = str(beta_lg_val) + limit = str(limit_val) + + lg_eq = Math(inline=True) + lg_eq.append(NoEscape(r'\begin{aligned}')) + lg_eq.append(NoEscape(r'l_g &= ' + lg + r' \text{ mm}\\')) + lg_eq.append(NoEscape(r'5d &= 5 \times ' + d + r' = ' + limit + r' \text{ mm}\\')) + + # Check the actual condition + if lg_val > limit_val: + lg_eq.append(NoEscape(r'\text{Since } l_g &> 5d \text{, apply large grip reduction}\\')) + lg_eq.append(NoEscape(r'\beta_{lg} &= \frac{8}{3 + \frac{l_g}{d}}\\')) + lg_eq.append(NoEscape(r'&= \frac{8}{3 + \frac{' + lg + r'}{' + d + r'}}\\')) + lg_eq.append(NoEscape(r'&= ' + beta_lg)) + else: + lg_eq.append(NoEscape(r'\text{Since } l_g &\leq 5d \text{, no large grip reduction required}\\')) + lg_eq.append(NoEscape(r'\beta_{lg} &= 1.0')) + + lg_eq.append(NoEscape(r'\end{aligned}')) + + return lg_eq diff --git a/cad/BBCad/BBCoverPlateBoltedCAD.py b/osdag_core/cad/BBCad/BBCoverPlateBoltedCAD.py similarity index 79% rename from cad/BBCad/BBCoverPlateBoltedCAD.py rename to osdag_core/cad/BBCad/BBCoverPlateBoltedCAD.py index 9ddb3c17f..85b4e8564 100644 --- a/cad/BBCad/BBCoverPlateBoltedCAD.py +++ b/osdag_core/cad/BBCad/BBCoverPlateBoltedCAD.py @@ -254,10 +254,25 @@ def get_nutboltmodelsAF(self): Getting the bolt arrangement of top flange and forming a group or array out of it. ''' nut_bolts = self.nut_bolt_array_AF.get_modelsAF() + if not nut_bolts: + return None + + # Use a more efficient approach to fuse multiple shapes array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - + if len(nut_bolts) > 1: + # Create a compound first, then fuse only once + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + for comp in nut_bolts: + builder.Add(compound, comp) + + array = BRepAlgoAPI_Fuse(nut_bolts[0], compound).Shape() + return array def get_nutboltmodelsBF(self): @@ -265,26 +280,47 @@ def get_nutboltmodelsBF(self): Getting the bolt arrangement of bottom flange and forming a group or array out of it. ''' nut_bolts = self.nut_bolt_array_BF.get_modelsBF() - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - + if not nut_bolts: + return None + + # Use a more efficient approach to fuse multiple shapes + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + for comp in nut_bolts[1:]: # Add all but the first to compound + builder.Add(compound, comp) + + array = BRepAlgoAPI_Fuse(nut_bolts[0], compound).Shape() + return array - - def get_nutboltmodelsWeb(self): ''' Getting the bolt arrangement of web and forming a group or array out of it. ''' nut_bolts = self.nut_bolt_array_Web.get_modelsW() - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - + if not nut_bolts: + return None + + # Use a more efficient approach to fuse multiple shapes + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + for comp in nut_bolts[1:]: # Add all but the first to compound + builder.Add(compound, comp) + + array = BRepAlgoAPI_Fuse(nut_bolts[0], compound).Shape() + return array - - + # Below methods are for creating holes in flange and web def get_beam_models(self): ''' @@ -312,19 +348,37 @@ def get_connector_models(self): def get_models(self): ''' - Returns: Returns model related to complete model (beams, plates and bolts) - ''' - + # First collect all models + models = [] + + # Add beam models + models.append(self.beamLModel) + models.append(self.beamRModel) + + # Add plate models + models.append(self.WebPlateLeftModel) + models.append(self.WebPlateRightModel) + models.append(self.plateAbvFlangeModel) + models.append(self.plateBelwFlangeModel) + + # Add inner plate models if needed if self.flange_splice_preference != 'Outside': - return [self.beamLModel, self.beamRModel, self.WebPlateLeftModel, self.WebPlateRightModel, - self.innerplateAbvFlangeBackModel, self.innerplateAbvFlangeFrontModel, - self.innerplateBelwFlangeBackModel, self.innerplateBelwFlangeFrontModel, self.plateAbvFlangeModel, - self.plateBelwFlangeModel] + self.nut_bolt_array_AF.get_modelsAF() + self.nut_bolt_array_BF.get_modelsBF() + self.nut_bolt_array_Web.get_modelsW() - else: - return [self.beamLModel, self.beamRModel, self.WebPlateLeftModel, self.WebPlateRightModel, - self.plateAbvFlangeModel, self.plateBelwFlangeModel] + self.nut_bolt_array_AF.get_modelsAF() + self.nut_bolt_array_BF.get_modelsBF() + self.nut_bolt_array_Web.get_modelsW() + models.append(self.innerplateAbvFlangeBackModel) + models.append(self.innerplateAbvFlangeFrontModel) + models.append(self.innerplateBelwFlangeBackModel) + models.append(self.innerplateBelwFlangeFrontModel) + + # Add bolt models + models.extend(self.nut_bolt_array_AF.get_modelsAF()) + models.extend(self.nut_bolt_array_BF.get_modelsBF()) + models.extend(self.nut_bolt_array_Web.get_modelsW()) + + # Filter out None values + models = [model for model in models if model] + + return models def get_beamLModel(self): @@ -437,12 +491,21 @@ def get_flangewebplatesModel(self): WebPlateLeft = self.get_WebPlateLeftModel() WebPlateRight = self.get_WebPlateRightModel() - CAD_list = [plateAbvFlange, plateBelwFlange, WebPlateLeft, WebPlateRight] - CAD = CAD_list[0] - - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() - + # Create a compound of all plates + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + for model in [plateAbvFlange, plateBelwFlange, WebPlateLeft, WebPlateRight]: + if model: + builder.Add(compound, model) + + # Perform a single fuse operation + CAD = BRepAlgoAPI_Fuse(plateAbvFlange, compound).Shape() + return CAD def get_innetplatesModels(self): @@ -454,12 +517,23 @@ def get_innetplatesModels(self): plateBelwFlangeFront = self.get_innerplateBelwFlangeFront() plateBelwFlangeBack = self.get_innerplateBelwFlangeBack() - CAD_list = [plateAbvFlangeFront, plateAbvFlangeBack, plateBelwFlangeFront, plateBelwFlangeBack] - CAD = CAD_list[0] - - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() - + # Create a compound + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + # Add all but the first model to the compound + models = [plateAbvFlangeBack, plateBelwFlangeFront, plateBelwFlangeBack] + for model in models: + if model: + builder.Add(compound, model) + + # Perform a single fuse operation + CAD = BRepAlgoAPI_Fuse(plateAbvFlangeFront, compound).Shape() + return CAD def get_nut_bolt_arrayModels(self): @@ -468,14 +542,28 @@ def get_nut_bolt_arrayModels(self): ''' nutboltmodelsAF = self.get_nutboltmodelsAF() nutboltmodelsBF = self.get_nutboltmodelsBF() - nutboltmodelsWeb = self.get_nutboltmodelsWeb() - - CAD_list = [nutboltmodelsAF, nutboltmodelsBF, nutboltmodelsWeb] - CAD = CAD_list[0] - - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() - + nutboltmodelsWeb = self.get_nutboltmodelsWeb() + + if not nutboltmodelsAF or not nutboltmodelsBF or not nutboltmodelsWeb: + return None + + # Create a compound + from OCC.Core.TopoDS import TopoDS_Compound + from OCC.Core.BRep import BRep_Builder + + compound = TopoDS_Compound() + builder = BRep_Builder() + builder.MakeCompound(compound) + + # Add other models to the compound + models = [nutboltmodelsBF, nutboltmodelsWeb] + for model in models: + if model: + builder.Add(compound, model) + + # Perform a single fuse operation + CAD = BRepAlgoAPI_Fuse(nutboltmodelsAF, compound).Shape() + return CAD def get_only_beams_Models(self): diff --git a/cad/MomentConnections/CCEndPlateCAD/__init__.py b/osdag_core/cad/BBCad/__init__.py similarity index 100% rename from cad/MomentConnections/CCEndPlateCAD/__init__.py rename to osdag_core/cad/BBCad/__init__.py diff --git a/osdag_core/cad/BBCad/nutBoltPlacement_AF.py b/osdag_core/cad/BBCad/nutBoltPlacement_AF.py new file mode 100644 index 000000000..1c2a95198 --- /dev/null +++ b/osdag_core/cad/BBCad/nutBoltPlacement_AF.py @@ -0,0 +1,167 @@ +""" +created on 25-02-2018 +@author: Siddhesh Chavan + +modified: Darshan Vishwakarma (10-1-2020) + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. + +""""" + +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ..items.bolt import Bolt +from ..items.nut import Nut +from ..items.ModelUtils import getGpPt +import doctest + + +class NutBoltArray_AF(): + def __init__(self, outputobj, nut, bolt, numOfboltsF, nutSpaceF): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_AF = None + self.pitch_new_AF = None + self.originAF = None + self.gaugeDirAF = None + self.pitchDirAF = None + self.boltDirAF = None + + + self.bolt = bolt + self.nut = nut + self.outputobj = outputobj + self.numOfboltsF = numOfboltsF + self.nutSpaceF = nutSpaceF + + self.initBoltPlaceParams_AF(outputobj) + self.bolts_AF = [] + self.nuts_AF = [] + self.initialiseNutBolts_AF() + self.positions_AF = [] + self.models_AF = [] + +################################################################# +# Nut_Bolt placement above flange(AF) of beam # +################################################################# + + def initialiseNutBolts_AF(self): + ''' + :return: This initializes required number of bolts and nuts for above flange. + ''' + b_AF = self.bolt + n_AF = self.nut + + for i in range(self.numOfboltsF): + bolt_length_required = float(n_AF.H + self.nutSpaceF)#todo: anjali + b_AF.H = bolt_length_required + (bolt_length_required - 5) % 5 + self.bolts_AF.append(Bolt(b_AF.R, b_AF.T, b_AF.H, b_AF.r)) + # print("bolt", b_AF.R, b_AF.T, b_AF.H, b_AF.r) + self.nuts_AF.append(Nut(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) + # print('Nut',(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) + + def initBoltPlaceParams_AF(self, outputobj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + + self.edge_AF = outputobj.flange_plate.edge_dist_provided #33 + self.end_AF = outputobj.flange_plate.end_dist_provided #33 + self.edge_gauge_AF = outputobj.flange_plate.edge_dist_provided #33 + self.pitch_AF = outputobj.flange_plate.pitch_provided #50 + self.midpitch_AF = outputobj.flange_plate.midpitch + self.gauge_AF = outputobj.flange_plate.midgauge + self.gauge = outputobj.flange_plate.gauge_provided + + + self.row_AF = outputobj.flange_plate.bolt_line #2 + self.col_AF = outputobj.flange_plate.bolts_one_line #2 + self.gap = outputobj.flange_plate.gap + + # print('iniBoltPlaceParams_AF', (self.edge_AF, self.end_AF, self.edge_gauge_AF, self.pitch_AF, self.gauge_AF, self.row_AF, self.col_AF, self.gap)) + + def calculatePositions_AF(self): + """ + :return: The positions/coordinates to place the bolts in the form of list, positions_AF = [list of bolting coordinates] + """ + self.positions_AF = [] + self.boltOrigin_AF = self.originAF + self.end_AF * self.pitchDirAF + ((self.plateAbvFlangeL - self.gauge_AF)/2 - ((self.col_AF/2-1)*self.gauge)) * self.gaugeDirAF + + for rw_AF in range(self.row_AF): + for cl_AF in range(self.col_AF): + pos_AF = self.boltOrigin_AF + if self.row_AF / 2 < rw_AF or self.row_AF / 2 == rw_AF: + self.pitch_new_AF = self.midpitch_AF + pos_AF = pos_AF + ((rw_AF - 1) * self.pitch_AF + self.pitch_new_AF) * self.pitchDirAF + if self.col_AF / 2 > cl_AF: + pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF + else: + pos_AF = pos_AF + (cl_AF-1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF + self.positions_AF.append(pos_AF) + else: + pos_AF = pos_AF + rw_AF * self.pitch_AF * self.pitchDirAF + if self.col_AF / 2 > cl_AF : + pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF + else: + pos_AF = pos_AF + (cl_AF-1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF + self.positions_AF.append(pos_AF) + + def placeAF(self, originAF, gaugeDirAF, pitchDirAF, boltDirAF, plateAbvFlangeL): + ''' + places the bolts and nuts based on the defined bolt arrangement + ''' + self.originAF = originAF + self.gaugeDirAF = gaugeDirAF + self.pitchDirAF = pitchDirAF + self.boltDirAF = boltDirAF + self.plateAbvFlangeL = plateAbvFlangeL + + self.calculatePositions_AF() + + for index, pos in enumerate(self.positions_AF): + self.bolts_AF[index].place(pos, gaugeDirAF, boltDirAF) + self.nuts_AF[index].place((pos + self.nutSpaceF * boltDirAF), gaugeDirAF, boltDirAF) + + def create_modelAF(self): + + for bolt in self.bolts_AF: + self.models_AF.append(bolt.create_model()) + + for nut in self.nuts_AF: + self.models_AF.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsAF(self): + return self.models_AF + + # Below methods are for creating holes in flange and web + def get_bolt_listLA(self): + boltlist = [] + for bolt in self.bolts_AF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + return boltlist + + def get_bolt_listRA(self): + boltlist = [] + for bolt in self.bolts_AF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + return boltlist diff --git a/osdag_core/cad/BBCad/nutBoltPlacement_BF.py b/osdag_core/cad/BBCad/nutBoltPlacement_BF.py new file mode 100644 index 000000000..fd2818031 --- /dev/null +++ b/osdag_core/cad/BBCad/nutBoltPlacement_BF.py @@ -0,0 +1,159 @@ +""" +created on 25-02-2018 +@author: Siddhesh Chavan + +modified: Darshan Vishwakarma (10-1-2020) + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. +""""" + + +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ..items.bolt import Bolt +from ..items.nut import Nut +from ..items.ModelUtils import getGpPt + + +class NutBoltArray_BF(): + def __init__(self, outputobj, nut, bolt, numOfboltsF, nutSpaceF): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_BF = None + self.pitch_new_BF = None + self.originBF = None + self.gaugeDirBF = None + self.pitchDirBF = None + self.boltDirBF = None + + self.bolt = bolt + self.nut = nut + self.outputobj = outputobj + self.numOfboltsF = numOfboltsF + self.nutSpaceF = nutSpaceF + + self.initBoltPlaceParams_BF(outputobj) + self.bolts_BF = [] + self.nuts_BF = [] + self.initialiseNutBolts_BF() + self.positions_BF = [] + self.models_BF = [] + +################################################################# +# Nut_Bolt placement below flange(BF) of beam # +################################################################# + + def initialiseNutBolts_BF(self): + ''' + :return: This initializes required number of bolts and nuts for below flange. + ''' + b_BF = self.bolt + n_BF = self.nut + for j in range(self.numOfboltsF): + bolt_length_required = float(n_BF.H + self.nutSpaceF) + b_BF.H = bolt_length_required + 10 + self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r)) + self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1)) + + def initBoltPlaceParams_BF(self, outputobj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + self.edge_BF = outputobj.flange_plate.edge_dist_provided + self.end_BF = outputobj.flange_plate.end_dist_provided + self.edge_gauge_BF = outputobj.flange_plate.edge_dist_provided + self.pitch_BF = outputobj.flange_plate.pitch_provided + self.gauge_BF = outputobj.flange_plate.midgauge + self.gauge = outputobj.flange_plate.gauge_provided + self.row_BF = outputobj.flange_plate.bolt_line + self.col_BF = outputobj.flange_plate.bolts_one_line + self.gap = outputobj.flange_plate.gap + + + def calculatePositions_BF(self): + """ + :return: The positions/coordinates to place the bolts in the form of list, positions_BF = [list of bolting coordinates] + """ + self.positions_BF = [] + self.boltOrigin_BF = self.originBF + self.end_BF * self.pitchDirBF + ((self.plateBelwFlangeL - self.gauge_BF) / 2 -((self.col_BF/2-1)*self.gauge)) * self.gaugeDirBF + + for rw_BF in range(self.row_BF): + for cl_BF in range(self.col_BF): + pos_BF = self.boltOrigin_BF + if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: + self.pitch_new_BF = 2 * self.end_BF + self.gap + pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF + if self.col_BF / 2 > cl_BF: + pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF + else: + pos_BF = pos_BF + ( + cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF + self.positions_BF.append(pos_BF) + else: + pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF + if self.col_BF / 2 > cl_BF: + pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF + else: + pos_BF = pos_BF + ( + cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF + self.positions_BF.append(pos_BF) + + def placeBF(self, originBF, gaugeDirBF, pitchDirBF, boltDirBF, plateBelwFlangeL): + ''' + places the bolts and nuts based on the defined bolt arrangement + ''' + self.originBF = originBF + self.gaugeDirBF = gaugeDirBF + self.pitchDirBF = pitchDirBF + self.boltDirBF = boltDirBF + self.plateBelwFlangeL = plateBelwFlangeL + + self.calculatePositions_BF() + + for index_BF, pos_BF in enumerate(self.positions_BF): + self.bolts_BF[index_BF].place(pos_BF, gaugeDirBF, boltDirBF) + self.nuts_BF[index_BF].place((pos_BF + self.nutSpaceF * boltDirBF), gaugeDirBF, boltDirBF) + + def create_modelBF(self): + for bolt in self.bolts_BF: + self.models_BF.append(bolt.create_model()) + pass + for nut in self.nuts_BF: + self.models_BF.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsBF(self): + return self.models_BF + + # Below methods are for creating holes in flange and web + def get_bolt_listLB(self): + boltlist = [] + for bolt in self.bolts_BF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + return boltlist + + def get_bolt_listRB(self): + boltlist = [] + for bolt in self.bolts_BF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + return boltlist + diff --git a/osdag_core/cad/BBCad/nutBoltPlacement_Web.py b/osdag_core/cad/BBCad/nutBoltPlacement_Web.py new file mode 100644 index 000000000..6f93050a0 --- /dev/null +++ b/osdag_core/cad/BBCad/nutBoltPlacement_Web.py @@ -0,0 +1,145 @@ +""" +created on 25-02-2018 +@author: Siddhesh Chavan + +modified: Darshan Vishwakarma (10-1-2020) + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. +""""" + + +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ..items.bolt import Bolt +from ..items.nut import Nut +from ..items.ModelUtils import getGpPt + + +class NutBoltArray_Web(): + def __init__(self, outputobj, nut, bolt, numOfboltsW, nutSpaceW): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_W = None + self.originW = None + self.gaugeDirW = None + self.pitchDirW = None + self.boltDirW = None + + self.bolt = bolt + self.nut = nut + self.outputobj = outputobj + self.numOfboltsW = numOfboltsW + self.nutSpaceW = nutSpaceW + + + self.initBoltPlaceParams_Web(outputobj) + self.bolts_W = [] + self.nuts_W = [] + self.initialiseNutBolts_Web() + self.positions_W = [] + self.models_W = [] + +################################################################# +# Nut_Bolt placement over Web of beam # +################################################################# + + def initialiseNutBolts_Web(self): + ''' + :return: This initializes required number of bolts and nuts for web bolting. + ''' + b_W = self.bolt + n_W = self.nut + for k in range(self.numOfboltsW): + bolt_length_required = float(n_W.H + self.nutSpaceW) + b_W.H = bolt_length_required +10 + self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r)) + self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1)) + + def initBoltPlaceParams_Web(self, outputobj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + self.edge_W = outputobj.web_plate.edge_dist_provided #33 + self.end_W = outputobj.web_plate.end_dist_provided #33 + self.pitch_W = outputobj.web_plate.pitch_provided + self.pitch_MW = outputobj.web_plate.midpitch # todo for gap + self.gauge_W = outputobj.web_plate.gauge_provided + + self.row_W = outputobj.web_plate.bolts_one_line + self.col_W = outputobj.web_plate.bolt_line + + def calculatePositions_Web(self): + """ + + :return: The positions/coordinates to place the bolts in the form of list, positions_W = [list of bolting coordinates] + """ + self.positions_W = [] + self.boltOrigin_W = self.originW + self.end_W * self.pitchDirW + self.edge_W * self.gaugeDirW + for rw_W in range(self.row_W): + for cl_W in range(self.col_W): + pos_W = self.boltOrigin_W + pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW + print (self.gauge_W) + if self.col_W / 2 > cl_W: + pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW + else: + pos_W = pos_W + (cl_W - 1) * self.pitch_W * self.gaugeDirW + 1 * self.pitch_MW * self.gaugeDirW + self.positions_W.append(pos_W) + + + def placeW(self, originW, gaugeDirW, pitchDirW, boltDirW): + """ + :param originW: Origin for bolt placement + :param gaugeDirW: Gauge direction for gauge distance + :param pitchDirW: Pitch direction for pitch distance + :param boltDirW: Bolt screwing direction + :return: places the bolts and nuts based on the defined bolt arrangement + + """ + self.originW = originW + self.gaugeDirW = gaugeDirW + self.pitchDirW = pitchDirW + self.boltDirW = boltDirW + + self.calculatePositions_Web() + + for index_W, pos_W in enumerate(self.positions_W): + self.bolts_W[index_W].place(pos_W, gaugeDirW, boltDirW) + self.nuts_W[index_W].place((pos_W + self.nutSpaceW * boltDirW), gaugeDirW, boltDirW) + + def create_modelW(self): + for bolt in self.bolts_W: + self.models_W.append(bolt.create_model()) + pass + for nut in self.nuts_W: + self.models_W.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originW) + self.models_W.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsW(self): + return self.models_W + + def get_bolt_web_list(self): + boltlist = [] + for bolt in self.bolts_W: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originW) + self.models_W.append(dbg) + return boltlist + + + diff --git a/cad/MomentConnections/CCSpliceCoverPlateCAD/__init__.py b/osdag_core/cad/BasePlateCad/__init__.py similarity index 100% rename from cad/MomentConnections/CCSpliceCoverPlateCAD/__init__.py rename to osdag_core/cad/BasePlateCad/__init__.py diff --git a/cad/BasePlateCad/baseplateconnection.py b/osdag_core/cad/BasePlateCad/baseplateconnection.py similarity index 99% rename from cad/BasePlateCad/baseplateconnection.py rename to osdag_core/cad/BasePlateCad/baseplateconnection.py index fab9ee15b..c2a40901b 100644 --- a/cad/BasePlateCad/baseplateconnection.py +++ b/osdag_core/cad/BasePlateCad/baseplateconnection.py @@ -1528,26 +1528,26 @@ def get_models(self): if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - from cad.items.ISection import ISection - from cad.items.filletweld import FilletWeld - from cad.items.groove_weld import GrooveWeld - from cad.items.concrete import Concrete - from cad.BasePlateCad.test_nb import NutBoltArray - from cad.items.anchor_bolt import * - from cad.items.nut import Nut - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.stiffener_flange import Stiffener_flange - from cad.items.grout import Grout - from cad.items.rect_hollow import RectHollow - from cad.items.circular_hollow import CircularHollow + from ..items.bolt import Bolt + from ..items.nut import Nut + from ..items.plate import Plate + from ..items.ISection import ISection + from ..items.filletweld import FilletWeld + from ..items.groove_weld import GrooveWeld + from ..items.concrete import Concrete + from ..BasePlateCad.test_nb import NutBoltArray + from ..items.anchor_bolt import * + from ..items.nut import Nut + from ..items.stiffener_plate import StiffenerPlate + from ..items.stiffener_flange import Stiffener_flange + from ..items.grout import Grout + from ..items.rect_hollow import RectHollow + from ..items.circular_hollow import CircularHollow import OCC.Core.V3d from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ...utilities import osdag_display_shape # from cad.common_logic import CommonDesignLogic from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY @@ -1736,4 +1736,4 @@ def get_models(self): # else: # display.set_bg_gradient_color([255, 255, 255], [255, 255, 255]) # -# osdag_display_shape(self.display, basePlate.get_models(), update=True, color='Blue') \ No newline at end of file +# osdag_display_shape(self.display, basePlate.get_models(), update=True, color='Blue') diff --git a/osdag_core/cad/BasePlateCad/nutBoltPlacement.py b/osdag_core/cad/BasePlateCad/nutBoltPlacement.py new file mode 100644 index 000000000..220fd3b11 --- /dev/null +++ b/osdag_core/cad/BasePlateCad/nutBoltPlacement.py @@ -0,0 +1,560 @@ +''' +Created on 19-March-2020 + +@author : Anand Swaroop +''' + +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ..items.anchor_bolt import * +from ..items.nut import Nut +from ..items.ModelUtils import getGpPt +import copy + + +class NutBoltArray(): + """ + add a diagram here + """ + + def __init__(self, BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in): + + + self.BP = BP + self.nut = nut + self.nut_in = nut_in + self.bolt = bolt + self.bolt_in = bolt_in + self.gap = nutSpace + self.washer = washer + self.washer_in = washer_in + self.origin = None + self.gaugeDir = None + self.pitchDir = None + self.boltDir = None + + self.noOfBolts_outFlange = self.BP.anchors_outside_flange + self.noofBolts_inFlange = self.BP.anchors_inside_flange + + self.ab1 = copy.deepcopy(self.bolt) + self.ab2 = copy.deepcopy(self.bolt) + self.ab3 = copy.deepcopy(self.bolt) + self.ab4 = copy.deepcopy(self.bolt) + + self.ab5 = copy.deepcopy(self.bolt) + self.ab6 = copy.deepcopy(self.bolt) + self.ab7 = copy.deepcopy(self.bolt) + self.ab8 = copy.deepcopy(self.bolt) + + self.ab9 = copy.deepcopy(self.bolt) + self.ab10 = copy.deepcopy(self.bolt) + self.ab11 = copy.deepcopy(self.bolt) + self.ab12 = copy.deepcopy(self.bolt) + + + self.ab_inflg1 = copy.deepcopy(self.bolt_in) + self.ab_inflg2 = copy.deepcopy(self.bolt_in) + + self.ab_inflg3 = copy.deepcopy(self.bolt_in) + self.ab_inflg4 = copy.deepcopy(self.bolt_in) + + self.ab_inflg5 = copy.deepcopy(self.bolt_in) + self.ab_inflg6 = copy.deepcopy(self.bolt_in) + self.ab_inflg7 = copy.deepcopy(self.bolt_in) + self.ab_inflg8 = copy.deepcopy(self.bolt_in) + + self.w1 = copy.deepcopy(self.washer) + self.w2 = copy.deepcopy(self.washer) + self.w3 = copy.deepcopy(self.washer) + self.w4 = copy.deepcopy(self.washer) + self.w5 = copy.deepcopy(self.washer) + self.w6 = copy.deepcopy(self.washer) + self.w7 = copy.deepcopy(self.washer) + self.w8 = copy.deepcopy(self.washer) + self.w9 = copy.deepcopy(self.washer) + self.w10 = copy.deepcopy(self.washer) + self.w11 = copy.deepcopy(self.washer) + self.w12 = copy.deepcopy(self.washer) + + self.w_in1 = copy.deepcopy(self.washer_in) + self.w_in2 = copy.deepcopy(self.washer_in) + self.w_in3 = copy.deepcopy(self.washer_in) + self.w_in4 = copy.deepcopy(self.washer_in) + self.w_in5 = copy.deepcopy(self.washer_in) + self.w_in6 = copy.deepcopy(self.washer_in) + self.w_in7 = copy.deepcopy(self.washer_in) + self.w_in8 = copy.deepcopy(self.washer_in) + + self.nt1 = copy.deepcopy(self.nut) + self.nt2 = copy.deepcopy(self.nut) + self.nt3 = copy.deepcopy(self.nut) + self.nt4 = copy.deepcopy(self.nut) + + self.nt5 = copy.deepcopy(self.nut) + self.nt6 = copy.deepcopy(self.nut) + self.nt7 = copy.deepcopy(self.nut) + self.nt8 = copy.deepcopy(self.nut) + + self.nt9 = copy.deepcopy(self.nut) + self.nt10 = copy.deepcopy(self.nut) + self.nt11 = copy.deepcopy(self.nut) + self.nt12 = copy.deepcopy(self.nut) + + self.nt_inflg1 = copy.deepcopy(self.nut_in) + self.nt_inflg2 = copy.deepcopy(self.nut_in) + + self.nt_inflg3 = copy.deepcopy(self.nut_in) + self.nt_inflg4 = copy.deepcopy(self.nut_in) + + self.nt_inflg5 = copy.deepcopy(self.nut_in) + self.nt_inflg6 = copy.deepcopy(self.nut_in) + self.nt_inflg7 = copy.deepcopy(self.nut_in) + self.nt_inflg8 = copy.deepcopy(self.nut_in) + # self.initBoltPlaceParam(plateObj) + self.initBoltPlaceParam() + + self.bolts = [] + self.nuts = [] + + self.positions = [] + + self.models = [] + + self.initialiseNutBolts() + + def initialiseNutBolts(self): + """ + Initializing the Nut and Bolt + :return: + """ + pass + + + def initBoltPlaceParam(self): + self.enddist = self.BP.end_distance_out + self.edgedist = self.BP.edge_distance_out + # self.clearence = 50 + + self.pitch = self.BP.bp_length_provided - 2 * self.enddist + self.gauge = self.BP.bp_width_provided - 2 * self.edgedist + + self.pitch1 = self.BP.pitch_distance_out + self.gauge1 = self.BP.gauge_distance_out + + if self.BP.load_axial_tension > 0 or self.BP.load_moment_minor > 0: + self.enddist_in = self.BP.end_distance_in + self.edgedist_in = self.BP.edge_distance_in + if self.BP.anchors_inside_flange == 8: + self.pitch_in = self.BP.pitch_distance_in + self.gauge_in = self.BP.gauge_distance_in + + if self.BP.connectivity != 'Hollow/Tubular Column Base': + if self.BP.stiffener_across_web != 'Yes': + self.BP.stiffener_plt_thick_across_web = 0 + self.stiffener_inflg_thickness = self.BP.stiffener_plt_thick_across_web + self.pitch_inflg = (self.BP.column_D - (2*self.BP.column_tf + 2*self.BP.column_r1 + self.stiffener_inflg_thickness))/4 + self.web_thick = self.BP.column_tw/2 + + + def calculatePositions(self): + pass + + + def place(self, origin, gaugeDir, pitchDir, boltDir): + self.origin = origin + self.gaugeDir = gaugeDir + self.pitchDir = pitchDir + self.boltDir = boltDir + + # self.calculatePositions() + pos = self.origin + pos1 = pos + self.edgedist * self.gaugeDir + self.enddist * self.pitchDir #bottom left + pos2 = pos1 + self.gauge * self.gaugeDir #bottom right + pos3 = pos2 + self.pitch * self.pitchDir #top left + pos4 = pos3 - self.gauge * self.gaugeDir #top right + + + + self.ab1.place(pos1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab2.place(pos2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab3.place(pos3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab4.place(pos4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt1.place(pos1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt2.place(pos2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt3.place(pos3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt4.place(pos4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w1.place(pos1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w2.place(pos2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w3.place(pos3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w4.place(pos4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if 2*self.BP.anchors_outside_flange == 6 : + pos5 = pos2 - self.gauge/2 * self.gaugeDir + pos6 = pos4 + self.gauge/2 * self.gaugeDir + + self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if 2*self.BP.anchors_outside_flange == 8: + pos5 = pos1 + self.pitch1 * self.pitchDir + pos6 = pos2 + self.pitch1 * self.pitchDir + pos7 = pos3 - self.pitch1 * self.pitchDir + pos8 = pos4 - self.pitch1 * self.pitchDir + + self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab7.place(pos7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab8.place(pos8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if 2*self.BP.anchors_outside_flange == 12: + pos5 = pos1 + self.pitch1 * self.pitchDir + pos6 = pos2 + self.pitch1 * self.pitchDir + pos7 = pos3 - self.pitch1 * self.pitchDir + pos8 = pos4 - self.pitch1 * self.pitchDir + + pos9 = pos2 - self.gauge / 2 * self.gaugeDir + pos10 = pos4 + self.gauge / 2 * self.gaugeDir + pos11 = pos9 + self.pitch1 * self.pitchDir + pos12 = pos10 - self.pitch1 * self.pitchDir + + self.ab5.place(pos5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab6.place(pos6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab7.place(pos7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab8.place(pos8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.ab9.place(pos9 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab10.place(pos10 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab11.place(pos11 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab12.place(pos12 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt9.place(pos9 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt10.place(pos10 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt11.place(pos11 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt12.place(pos12 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w5.place(pos5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w6.place(pos6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w7.place(pos7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w8.place(pos8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w9.place(pos9 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w10.place(pos10 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w11.place(pos11 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w12.place(pos12 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if self.BP.anchors_inside_flange == 2: + + pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + + self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if self.BP.anchors_inside_flange == 4: + + pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_3 = pos2 + self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_4 = pos4 - self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + + self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg3.place(pos_inflg_3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg4.place(pos_inflg_4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg3.place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in3 .place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + if self.BP.anchors_inside_flange == 8: + + pos_inflg_1 = pos2 + self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_2 = pos4 - self.pitch/2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_3 = pos2 + self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + pos_inflg_4 = pos4 - self.pitch/2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in-self.gauge / 2 + self.web_thick) * self.gaugeDir + + pos_inflg_5 = pos2 + self.pitch / 2 * self.pitchDir - self.pitch_inflg * self.pitchDir + (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir + pos_inflg_6 = pos4 - self.pitch / 2 * self.pitchDir - self.pitch_inflg * self.pitchDir - (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir + pos_inflg_7 = pos2 + self.pitch / 2 * self.pitchDir + self.pitch_inflg * self.pitchDir + (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir + pos_inflg_8 = pos4 - self.pitch / 2 * self.pitchDir + self.pitch_inflg * self.pitchDir - (self.edgedist_in - self.gauge / 2 + self.web_thick + self.gauge_in) * self.gaugeDir + + self.ab_inflg1.place(pos_inflg_1 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg2.place(pos_inflg_2 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg3.place(pos_inflg_3 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg4.place(pos_inflg_4 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.ab_inflg5.place(pos_inflg_5 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg6.place(pos_inflg_6 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg7.place(pos_inflg_7 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.ab_inflg8.place(pos_inflg_8 - (self.bolt.ex) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt_inflg1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg3.place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.nt_inflg5.place(pos_inflg_5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg6.place(pos_inflg_6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg7.place(pos_inflg_7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.nt_inflg8.place(pos_inflg_8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w_in1.place(pos_inflg_1 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in2.place(pos_inflg_2 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in3 .place(pos_inflg_3 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in4.place(pos_inflg_4 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + self.w_in5.place(pos_inflg_5 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in6.place(pos_inflg_6 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in7.place(pos_inflg_7 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + self.w_in8.place(pos_inflg_8 - (self.nt1.T + 50) * numpy.array([0, 0, 1.0]), gaugeDir, boltDir) + + + + def create_model(self): + # for bolt in self.bolts: + # self.models.append(bolt.create_model()) + + self.ab1Model = self.ab1.create_model() + self.ab2Model = self.ab2.create_model() + self.ab3Model = self.ab3.create_model() + self.ab4Model = self.ab4.create_model() + + self.nt1Model = self.nt1.create_model() + self.nt2Model = self.nt2.create_model() + self.nt3Model = self.nt3.create_model() + self.nt4Model = self.nt4.create_model() + + self.w1Model = self.w1.create_model() + self.w2Model = self.w2.create_model() + self.w3Model = self.w3.create_model() + self.w4Model = self.w4.create_model() + + self.models = [self.ab1Model, self.ab2Model, self.ab3Model, self.ab4Model, self.nt1Model, self.nt2Model, self.nt3Model, self.nt4Model, self.w1Model, self.w2Model, self.w3Model, self.w4Model] + + if 2* self.BP.anchors_outside_flange == 6: + self.ab5Model = self.ab5.create_model() + self.ab6Model = self.ab6.create_model() + + self.nt5Model = self.nt5.create_model() + self.nt6Model = self.nt6.create_model() + + self.w5Model = self.w5.create_model() + self.w6Model = self.w6.create_model() + + models = [self.ab5Model, self.ab6Model,self.w5Model, self.w6Model, self.nt5Model, self.nt6Model] + self.models.extend(models) + + if 2* self.BP.anchors_outside_flange == 8: + self.ab5Model = self.ab5.create_model() + self.ab6Model = self.ab6.create_model() + self.ab7Model = self.ab7.create_model() + self.ab8Model = self.ab8.create_model() + + self.nt5Model = self.nt5.create_model() + self.nt6Model = self.nt6.create_model() + self.nt7Model = self.nt7.create_model() + self.nt8Model = self.nt8.create_model() + + self.w5Model = self.w5.create_model() + self.w6Model = self.w6.create_model() + self.w7Model = self.w7.create_model() + self.w8Model = self.w8.create_model() + + models = [self.ab5Model, self.ab6Model, self.ab7Model, self.ab8Model, self.w5Model, self.w6Model, self.w7Model, self.w8Model, self.nt5Model, self.nt6Model, self.nt7Model, self.nt8Model] + self.models.extend(models) + + if 2* self.BP.anchors_outside_flange == 12: + self.ab5Model = self.ab5.create_model() + self.ab6Model = self.ab6.create_model() + self.ab7Model = self.ab7.create_model() + self.ab8Model = self.ab8.create_model() + + self.ab9Model = self.ab9.create_model() + self.ab10Model = self.ab10.create_model() + self.ab11Model = self.ab11.create_model() + self.ab12Model = self.ab12.create_model() + + self.nt5Model = self.nt5.create_model() + self.nt6Model = self.nt6.create_model() + self.nt7Model = self.nt7.create_model() + self.nt8Model = self.nt8.create_model() + + self.nt9Model = self.nt9.create_model() + self.nt10Model = self.nt10.create_model() + self.nt11Model = self.nt11.create_model() + self.nt12Model = self.nt12.create_model() + + self.w5Model = self.w5.create_model() + self.w6Model = self.w6.create_model() + self.w7Model = self.w7.create_model() + self.w8Model = self.w8.create_model() + + self.w9Model = self.w9.create_model() + self.w10Model = self.w10.create_model() + self.w11Model = self.w11.create_model() + self.w12Model = self.w12.create_model() + + models = [self.ab5Model, self.ab6Model, self.ab7Model, self.ab8Model, self.ab9Model, self.ab10Model, self.ab11Model, self.ab12Model, + self.nt5Model, self.nt6Model, self.nt7Model, self.nt8Model, self.nt9Model, self.nt10Model, self.nt11Model, self.nt12Model, + self.w5Model, self.w6Model, self.w7Model, self.w8Model, self.w9Model, self.w10Model, self.w11Model, self.w12Model] + self.models.extend(models) + + if self.BP.anchors_inside_flange == 2: + self.ab_inflg1Model = self.ab_inflg1.create_model() + self.ab_inflg2Model = self.ab_inflg2.create_model() + self.nt_inflg1Model = self.nt_inflg1.create_model() + self.nt_inflg2Model = self.nt_inflg2.create_model() + + self.w_in1Model = self.w_in1.create_model() + self.w_in2Model = self.w_in2.create_model() + + models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.w_in1Model, self.w_in2Model, self.nt_inflg1Model, self.nt_inflg2Model] + self.models.extend(models) + + if self.BP.anchors_inside_flange == 4: + self.ab_inflg1Model = self.ab_inflg1.create_model() + self.ab_inflg2Model = self.ab_inflg2.create_model() + self.nt_inflg1Model = self.nt_inflg1.create_model() + self.nt_inflg2Model = self.nt_inflg2.create_model() + self.w_in1Model = self.w_in1.create_model() + self.w_in2Model = self.w_in2.create_model() + + self.ab_inflg3Model = self.ab_inflg3.create_model() + self.ab_inflg4Model = self.ab_inflg4.create_model() + self.nt_inflg3Model = self.nt_inflg3.create_model() + self.nt_inflg4Model = self.nt_inflg4.create_model() + self.w_in3Model = self.w_in3.create_model() + self.w_in4Model = self.w_in4.create_model() + + models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.ab_inflg3Model, self.ab_inflg4Model, + self.nt_inflg1Model, self.nt_inflg2Model, self.nt_inflg3Model, self.nt_inflg4Model, + self.w_in1Model, self.w_in2Model, self.w_in3Model, self.w_in4Model] + self.models.extend(models) + + if self.BP.anchors_inside_flange == 8: + self.ab_inflg1Model = self.ab_inflg1.create_model() + self.ab_inflg2Model = self.ab_inflg2.create_model() + self.nt_inflg1Model = self.nt_inflg1.create_model() + self.nt_inflg2Model = self.nt_inflg2.create_model() + self.w_in1Model = self.w_in1.create_model() + self.w_in2Model = self.w_in2.create_model() + + self.ab_inflg5Model = self.ab_inflg5.create_model() + self.ab_inflg6Model = self.ab_inflg6.create_model() + self.nt_inflg5Model = self.nt_inflg5.create_model() + self.nt_inflg6Model = self.nt_inflg6.create_model() + self.w_in5Model = self.w_in5.create_model() + self.w_in6Model = self.w_in6.create_model() + + self.ab_inflg3Model = self.ab_inflg3.create_model() + self.ab_inflg4Model = self.ab_inflg4.create_model() + self.nt_inflg3Model = self.nt_inflg3.create_model() + self.nt_inflg4Model = self.nt_inflg4.create_model() + self.w_in3Model = self.w_in3.create_model() + self.w_in4Model = self.w_in4.create_model() + + self.ab_inflg7Model = self.ab_inflg7.create_model() + self.ab_inflg8Model = self.ab_inflg8.create_model() + self.nt_inflg7Model = self.nt_inflg7.create_model() + self.nt_inflg8Model = self.nt_inflg8.create_model() + self.w_in7Model = self.w_in7.create_model() + self.w_in8Model = self.w_in8.create_model() + + models = [ self.ab_inflg1Model, self.ab_inflg2Model, self.ab_inflg3Model, self.ab_inflg4Model, + self.ab_inflg5Model, self.ab_inflg6Model, self.ab_inflg7Model, self.ab_inflg8Model, + self.nt_inflg1Model, self.nt_inflg2Model, self.nt_inflg3Model, self.nt_inflg4Model, + self.nt_inflg5Model, self.nt_inflg6Model, self.nt_inflg7Model, self.nt_inflg8Model, + self.w_in1Model, self.w_in2Model, self.w_in3Model, self.w_in4Model, + self.w_in5Model, self.w_in6Model, self.w_in7Model, self.w_in8Model + ] + self.models.extend(models) + + + def get_models(self): + return self.models + + +if __name__ == '__main__': + + from ..items.anchor_bolt import * + from ..items.nut import Nut + from ..items.ISection import ISection + from ..items.plate import Plate + + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([1.0, 0, 0]) + pitchDir = numpy.array([0, 1.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + numberOfBolts = 6 + column = ISection(B=250, T=13.7, D=450, t=9.8, R1=14.0, R2=7.0, alpha=94, length=1500, notchObj=None) + baseplate = Plate(L=700, W=500, T=30) + + l = 550 + c = 225 + a = 175 + r = 24 + ex_length = (50 + 24 + baseplate.T) # nut.T = 24 + bolt = AnchorBolt_A(l=250, c=125, a=75, r=12, ex=ex_length) + # bolt = AnchorBolt_B(l= 250, c= 125, a= 75, r= 12) + # bolt = AnchorBolt_Endplate(l= 250, c= 125, a= 75, r= 12) + + nut = Nut(R=bolt.r * 3, T=24, H=30, innerR1=bolt.r) + + nutSpace = bolt.c + baseplate.T + + nut_bolt_array = NutBoltArray(column, baseplate, nut, bolt, numberOfBolts, nutSpace) + + place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) + + nut_bolt_array_Model = nut_bolt_array.create_model() + + nut_bolts = nut_bolt_array.get_models() + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + display.DisplayShape(array, update=True) + display.DisableAntiAliasing() + start_display() + diff --git a/cad/BasePlateCad/test_bp.py b/osdag_core/cad/BasePlateCad/test_bp.py similarity index 99% rename from cad/BasePlateCad/test_bp.py rename to osdag_core/cad/BasePlateCad/test_bp.py index f246065ac..f41b983f7 100644 --- a/cad/BasePlateCad/test_bp.py +++ b/osdag_core/cad/BasePlateCad/test_bp.py @@ -1491,28 +1491,28 @@ def get_models(self): if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - from cad.items.ISection import ISection - from cad.items.filletweld import FilletWeld - from cad.items.groove_weld import GrooveWeld - from cad.items.concrete import Concrete - from cad.BasePlateCad.test_nb import NutBoltArray - from cad.items.anchor_bolt import * - from cad.items.nut import Nut - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.stiffener_flange import Stiffener_flange - from cad.items.grout import Grout - from cad.items.rect_hollow import RectHollow - from cad.items.circular_hollow import CircularHollow - from cad.items.washer import Washer + from ..items.bolt import Bolt + from ..items.nut import Nut + from ..items.plate import Plate + from ..items.ISection import ISection + from ..items.filletweld import FilletWeld + from ..items.groove_weld import GrooveWeld + from ..items.concrete import Concrete + from ..BasePlateCad.test_nb import NutBoltArray + from ..items.anchor_bolt import * + from ..items.nut import Nut + from ..items.stiffener_plate import StiffenerPlate + from ..items.stiffener_flange import Stiffener_flange + from ..items.grout import Grout + from ..items.rect_hollow import RectHollow + from ..items.circular_hollow import CircularHollow + from ..items.washer import Washer import OCC.Core.V3d from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM from utilities import osdag_display_shape - # from cad.common_logic import CommonDesignLogic + # from ..common_logic import CommonDesignLogic from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY from OCC.gp import gp_Pnt @@ -1710,4 +1710,4 @@ def get_models(self): # else: # display.set_bg_gradient_color([255, 255, 255], [255, 255, 255]) # -# osdag_display_shape(self.display, basePlate.get_models(), update=True, color='Blue') \ No newline at end of file +# osdag_display_shape(self.display, basePlate.get_models(), update=True, color='Blue') diff --git a/cad/BasePlateCad/test_nb.py b/osdag_core/cad/BasePlateCad/test_nb.py similarity index 98% rename from cad/BasePlateCad/test_nb.py rename to osdag_core/cad/BasePlateCad/test_nb.py index 9c2fa0dc4..05796a481 100644 --- a/cad/BasePlateCad/test_nb.py +++ b/osdag_core/cad/BasePlateCad/test_nb.py @@ -4,10 +4,10 @@ @author : Anand Swaroop ''' -from cad.items.anchor_bolt import * -from cad.items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt +from ..items.anchor_bolt import * +from ..items.nut import Nut +from ..items.ModelUtils import getGpPt import copy @@ -513,11 +513,11 @@ def get_models(self): if __name__ == '__main__': - from cad.items.anchor_bolt import * - from cad.items.nut import Nut - from cad.items.ISection import ISection - from cad.items.plate import Plate - from cad.items.washer import Washer + from ..items.anchor_bolt import * + from ..items.nut import Nut + from ..items.ISection import ISection + from ..items.plate import Plate + from ..items.washer import Washer from OCC.Display.SimpleGui import init_display diff --git a/osdag_core/cad/CompressionMembers/BoltedCAD.py b/osdag_core/cad/CompressionMembers/BoltedCAD.py new file mode 100644 index 000000000..83e9bc693 --- /dev/null +++ b/osdag_core/cad/CompressionMembers/BoltedCAD.py @@ -0,0 +1,351 @@ +""" +Initialized on 12-01-2026 +@author: Osdag Team +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut + + +class StrutAngleBoltCAD(object): + def __init__(self, Obj, member, plate, nut_bolt_array, intermittentConnection): + """ + :param member: Angle or Channel + :param plate: Plate + :param input: input parameters + :param memb_data: data of the members + """ + + self.Obj = Obj + self.member = member + self.plate = plate + self.nut_bolt_array = nut_bolt_array + self.intermittentConnection = intermittentConnection + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + self.nut_bolt_arrayL = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayL_SA = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR_SA = copy.deepcopy(self.nut_bolt_array) + + # front side member + # weld vertical right side + + # Check if plate has attributes directly or in a dictionary + if hasattr(self.Obj.plate, 'bolt_line'): + self.col = self.Obj.plate.bolt_line + self.end = self.Obj.plate.end_dist_provided + self.pitch = self.Obj.plate.pitch_provided + else: + # Fallback for manual assignment if attributes are missing + # This logic might need to be adjusted based on how parameters are passed + self.col = getattr(self.Obj, 'bolt_cols', 1) # Default to 1 if not found + self.end = getattr(self.Obj, 'end_dist', 30) + self.pitch = getattr(self.Obj, 'pitch', 50) + + self.plate_intercept = 2 * self.end + (self.col - 1) * self.pitch + self.inter_length = self.member.L - 2*(self.end + (self.col -1) * self.pitch) + # print(self.inter_length) + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.create_nut_bolt_array() + + def createMemberGeometry(self): + + if self.Obj.loc == 'Long Leg': + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([self.member.L - self.plate_intercept, self.plate.T, self.member.A / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + else: + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.member.B / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([0.0, 0.0, -1.0]) + intermittentConnection_vDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 1.0, 0.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_bolts = self.intermittentConnection.get_nut_bolt_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def create_nut_bolt_array(self): + """ + + :return: Geometric Orientation of this component + """ + if self.Obj.sec_profile == 'Channels' or self.Obj.sec_profile == 'Back to Back Channels': + self.member.A = self.member.D + self.member.T = self.member.t + # nutboltArrayOrigin = self.baseplate.sec_origin + numpy.array([0.0, 0.0, self.baseplate.T /2+ 100]) + + if self.Obj.sec_profile == 'Star Angles': + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array([self.member.L - 2 * self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + nutboltArrayL_SAOrigin = numpy.array([-self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayL_SA.place(nutboltArrayL_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayL_SAModels = self.nut_bolt_arrayL_SA.create_model() + + nutboltArrayR_SAOrigin = numpy.array( + [self.member.L - 2 * self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayR_SA.place(nutboltArrayR_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayR_SAModels = self.nut_bolt_arrayR_SA.create_model() + + else: + if self.Obj.sec_profile in ['Back to Back Angles', 'Angles']: + if self.Obj.loc == 'Long Leg': + self.placement = self.member.A / 2 + else: + self.placement = self.member.B / 2 + else: + self.placement = self.member.A/2 + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array( + [-2 * self.plate_intercept + self.member.L, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + def get_members_models(self): + + if self.Obj.sec_profile == 'Angles': + member = self.member1_Model + + else: + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + + def get_end_plates_models(self): + if self.Obj.sec_profile == 'Star Angles': + plate = BRepAlgoAPI_Fuse(self.plate1_Model,self.nutboltArrayLModels).Shape() + else: + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.nutboltArrayLModels).Shape() + + # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_nut_bolt_array_models(self): + + if self.Obj.sec_profile == 'Star Angles': + nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayRModels, self.nutboltArrayL_SAModels, + self.nutboltArrayR_SAModels] + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + else: + array = BRepAlgoAPI_Fuse(self.nutboltArrayLModels, self.nutboltArrayRModels).Shape() + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + array = BRepAlgoAPI_Fuse(array, self.inter_conc_bolts).Shape() + + return array + + def get_end_nut_bolt_array_models(self): + + if self.Obj.sec_profile == 'Star Angles': + nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayL_SAModels] + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + else: + array = self.nutboltArrayLModels + + return array + + def get_only_members_models(self): + mem = self.get_members_models() + nut_bolts = self.get_nut_bolt_array_models() + + array = BRepAlgoAPI_Cut(mem, nut_bolts).Shape() + + return array + + def get_models(self): + mem = self.get_members_models() + plts = self.get_plates_models() + nut_bolts = self.get_nut_bolt_array_models() + + array = BRepAlgoAPI_Fuse(mem, plts).Shape() + + array = BRepAlgoAPI_Fuse(array, nut_bolts).Shape() + + return array + + +class StrutChannelBoltCAD(StrutAngleBoltCAD): + + def createMemberGeometry(self): + if self.Obj.sec_profile == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.member.D / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def get_members_models(self): + + if self.Obj.sec_profile == 'Channels': + member = self.member1_Model + elif self.Obj.sec_profile == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member diff --git a/osdag_core/cad/CompressionMembers/WeldedCAD.py b/osdag_core/cad/CompressionMembers/WeldedCAD.py new file mode 100644 index 000000000..d6ab53dae --- /dev/null +++ b/osdag_core/cad/CompressionMembers/WeldedCAD.py @@ -0,0 +1,467 @@ +""" +Initialized on 23-04-2020 +Comenced on +@author: Anand Swaroop +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + +class StrutAngleWeldCAD(object): + def __init__(self, Obj, member, plate, inline_weld, opline_weld, weld_plate_array): + """ + :param member: Angle or Channel + :param plate: Plate + :param weld: weld + :param input: input parameters + :param memb_data: data of the members + """ + + self.Obj = Obj + self.member = member + self.plate = plate + self.inline_weld = inline_weld + self.opline_weld = opline_weld + self.intermittentConnection = weld_plate_array + + # self.Obj.loc = 'Long Leg'#'Short Leg' + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + + # front side member + self.weldHL11 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL12 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR11 = copy.deepcopy(self.inline_weld) + self.weldHR12 = copy.deepcopy(self.inline_weld) + + self.weldVL11 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR11 = copy.deepcopy(self.opline_weld) # weld vertical right side + + # for B2B members, back side member + self.weldHL21 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL22 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR21 = copy.deepcopy(self.inline_weld) + self.weldHR22 = copy.deepcopy(self.inline_weld) + + self.weldVL21 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR21 = copy.deepcopy(self.opline_weld) # weld vertical right side + + self.s = max(15, self.inline_weld.h) + self.plate_intercept = self.plate.L - self.s - 50 + self.inter_length = self.member.L - 2*(self.plate.L - 50) + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.createWeldGeometry() + + def createMemberGeometry(self): + + if self.Obj.loc == 'Long Leg': + if 'Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile and 'Star' not in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif 'Back to Back Angles' in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif 'Star Angles' in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + else: + # Default fallback for single Angles + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + else: + if 'Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile and 'Star' not in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif 'Back to Back Angles' in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif 'Star Angles' in self.Obj.sec_profile: + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + else: + # Default fallback for single Angles + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if ('Back to Back Angles' in self.Obj.sec_profile or 'Back to Back Channels' in self.Obj.sec_profile or 'Star Angles' in self.Obj.sec_profile) and self.inter_length > 1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_vDir = numpy.array([0.0, 1.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 0.0, 1.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_welds = self.intermittentConnection.get_welded_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def createWeldGeometry(self): + if 'Back to Back Angles' in self.Obj.sec_profile or ('Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile) or 'Channels' in self.Obj.sec_profile: + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L / 2]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L / 2]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L / 2]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + if 'Back to Back Angles' in self.Obj.sec_profile or 'Back to Back Channels' in self.Obj.sec_profile: + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L / 2]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, -self.opline_weld.L / 2]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array( + [- self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L / 2]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array( + [-2 * self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array( + [-self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + elif 'Star Angles' in self.Obj.sec_profile: + + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, 0.0]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, 0.0]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + + def get_members_models(self): + + if 'Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile and 'Star' not in self.Obj.sec_profile: + member = self.member1_Model + elif hasattr(self, 'member2_Model'): + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + else: + member = self.member1_Model + + return member + + def get_only_members_models(self): + + if 'Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile and 'Star' not in self.Obj.sec_profile: + member = self.member1_Model + elif hasattr(self, 'member2_Model'): + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + else: + member = self.member1_Model + + return member + + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if ('Back to Back Angles' in self.Obj.sec_profile or 'Back to Back Channels' in self.Obj.sec_profile or 'Star Angles' in self.Obj.sec_profile) and self.inter_length > 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_end_plates_models(self): + plate = self.plate1_Model + # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + + def get_welded_models(self): + + if ('Angles' in self.Obj.sec_profile and 'Back to Back' not in self.Obj.sec_profile) or 'Channels' in self.Obj.sec_profile: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model] + elif ('Back to Back Angles' in self.Obj.sec_profile or 'Back to Back Channels' in self.Obj.sec_profile or 'Star Angles' in self.Obj.sec_profile) and self.inter_length > 1000: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model, + self.inter_conc_welds] + else: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model] + welds = welded_sec[0] + for comp in welded_sec[1:]: + welds = BRepAlgoAPI_Fuse(comp, welds).Shape() + return welds + + def get_models(self): + mem = self.get_welded_models() + plts = self.get_plates_models() + wlds = self.get_welded_models() + + array = BRepAlgoAPI_Fuse(mem, plts).Shape() + + array = BRepAlgoAPI_Fuse(array, wlds).Shape() + + return array +class StrutChannelWeldCAD(StrutAngleWeldCAD): + + def createMemberGeometry(self): + if self.Obj.sec_profile == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + + def get_members_models(self): + + if self.Obj.sec_profile == 'Channels': + member = self.member1_Model + elif self.Obj.sec_profile == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + diff --git a/cad/MomentConnections/__init__.py b/osdag_core/cad/CompressionMembers/__init__.py similarity index 100% rename from cad/MomentConnections/__init__.py rename to osdag_core/cad/CompressionMembers/__init__.py diff --git a/osdag_core/cad/CompressionMembers/column.py b/osdag_core/cad/CompressionMembers/column.py new file mode 100644 index 000000000..86535a81a --- /dev/null +++ b/osdag_core/cad/CompressionMembers/column.py @@ -0,0 +1,60 @@ +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from ..items.ISection import * + + +class CompressionMemberCAD(object): + def __init__(self, sec): + self.sec = sec + + def create_3DModel(self): + """ + + """ + self.createcolumnGeometry() + def create_Flex3DModel(self): + """ + + """ + self.createcolumnFlexGeometry() + + def createcolumnGeometry(self): + """ + Ensures the column is always vertical along the z-axis. + + :return: Geometric orientation of this component + """ + # The origin of the column + columnOriginL = numpy.array([0.0, 0.0, 0.0]) + + # Set the column's local u-direction and w-direction + + uDir = numpy.array([1.0, 0.0, 0.0]) # Along x-axis + wDir = numpy.array([0.0, 0.0, 1.0]) # Along z-axis (vertical) + + # Place the section at the specified origin with the orientation defined + self.sec.place(columnOriginL, uDir, wDir) + + # Create the column model based on the section and orientation + self.columnModel = self.sec.create_model() + + def createcolumnFlexGeometry(self): + """ + Ensures the column is always horizontal along the x-axis. + + :return: Geometric orientation of this component + """ + # The origin of the column + columnOriginL = numpy.array([0.0, 0.0, 0.0]) + + # Set the column's local u-direction and w-direction + + uDir = numpy.array([1.0, 0.0, 0.0]) # Along x-axis + wDir = numpy.array([0.0, 1.0, 0.0]) # Along y-axis (horizontal) + + # Place the section at the specified origin with the new orientation + self.sec.place(columnOriginL, uDir, wDir) + + # Create the column model based on the section and orientation + self.columnModel = self.sec.create_model() diff --git a/osdag_core/cad/FlexuralMember/plate_girder.py b/osdag_core/cad/FlexuralMember/plate_girder.py new file mode 100644 index 000000000..35134d63c --- /dev/null +++ b/osdag_core/cad/FlexuralMember/plate_girder.py @@ -0,0 +1,624 @@ +""" +Plate Girder CAD Module + +This module creates a 3D CAD model of a welded plate girder. +Refactored to accept parameters from the Osdag UI. + +Author: Refactored for Osdag integration +""" + +import math +import numpy +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Dir, gp_Ax3 +from OCC.Core.BRepBuilderAPI import ( + BRepBuilderAPI_MakePolygon, BRepBuilderAPI_MakeFace, + BRepBuilderAPI_Transform, BRepBuilderAPI_MakeEdge, BRepBuilderAPI_MakeWire +) +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound + +# Import Osdag component classes +from ..items.plate import Plate +from ..items.filletweld import FilletWeld + + +def fuse_models(models): + """Combine multiple TopoDS shapes into a compound.""" + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for model in models: + builder.Add(compound, model) + return compound + + +def translation_movement(x, y, z, model): + """Translate a model by the given x, y, z offsets.""" + trsf = gp_Trsf() + translation_vector = gp_Vec(x, y, z) + trsf.SetTranslation(translation_vector) + model = BRepBuilderAPI_Transform(model, trsf).Shape() + return model + + +def translation_rotation(angle, axis, model): + """Rotate a model around the given axis by the specified angle in degrees.""" + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(angle)) + model = BRepBuilderAPI_Transform(model, trsf).Shape() + return model + + +def create_plate_model(origin, length, width, thickness): + """ + Create a plate shape at the given origin. + + Args: + origin: numpy array [x, y, z] for the center of the plate + length: plate length (along X direction after placement) + width: plate width (along Y direction after placement) + thickness: plate thickness (along Z direction after placement) + + Returns: + TopoDS_Shape: The plate shape + """ + plate_uDir = numpy.array([0., 0., 1.]) + plate_wDir = numpy.array([0., 1., 0.]) + plate = Plate(length, width, thickness) + plate.place(origin, plate_uDir, plate_wDir) + plate.compute_params() + return plate.create_model() + + +def create_weld_model(thickness, width, position, direction): + """ + Create a fillet weld model. + + Args: + thickness: weld thickness (size) + width: weld length + position: numpy array [x, y, z] for weld origin + direction: 'x', 'y', or 'z' for weld orientation + + Returns: + TopoDS_Shape: The weld shape + """ + origin = position + + if direction == 'y': + uDir = numpy.array([0., 0., 1.]) + shaftDir = numpy.array([0., 1., 0.]) + elif direction == 'x': + uDir = numpy.array([0., 0., 1.]) + shaftDir = numpy.array([1., 0., 0.]) + elif direction == 'z': + uDir = numpy.array([1., 0., 0.]) + shaftDir = numpy.array([0., 0., 1.]) + else: + raise ValueError("Direction must be 'x', 'y', or 'z'") + + FWeld = FilletWeld(thickness, thickness, width) + FWeld.place(origin, uDir, shaftDir) + FWeld.compute_params() + prism = FWeld.create_model(0) + return prism + + +def create_stiffener_plate(position, width, height, thickness, chamfer_length, direction): + """ + Create a stiffener plate with chamfered corners. + + Args: + position: numpy array [x, y, z] for the center of the stiffener + width: horizontal width of the stiffener (b) + height: vertical height of the stiffener (a) + thickness: plate thickness + chamfer_length: size of the corner chamfers + direction: 'left' or 'right' + + Returns: + TopoDS_Shape: The stiffener plate shape + """ + c = chamfer_length + x, y, z = map(float, position) + y -= thickness / 2 + + # Define 2D profile in local coordinates + if direction == "right": + p1 = gp_Pnt(0, 0, (height/2) - c) + p2 = gp_Pnt(c, 0, height/2) + p3 = gp_Pnt(width, 0, height/2) + p4 = gp_Pnt(width, 0, -height/2) + p5 = gp_Pnt(c, 0, -height/2) + p6 = gp_Pnt(0, 0, (-height/2) + c) + elif direction == "left": + # Clockwise order (Down -> Left -> Up -> Right) to ensure +Y normal + p1 = gp_Pnt(0, 0, (height/2) - c) # Top Inner + p2 = gp_Pnt(0, 0, (-height/2) + c) # Bot Inner + p3 = gp_Pnt(-c, 0, -height/2) # Bot Chamfer Start + p4 = gp_Pnt(-width, 0, -height/2) # Bot Outer + p5 = gp_Pnt(-width, 0, height/2) # Top Outer + p6 = gp_Pnt(-c, 0, height/2) # Top Chamfer Start + else: + raise ValueError("Direction must be 'left' or 'right'") + + # Make wire + wire_maker = BRepBuilderAPI_MakeWire() + for p_start, p_end in [(p1, p2), (p2, p3), (p3, p4), (p4, p5), (p5, p6), (p6, p1)]: + wire_maker.Add(BRepBuilderAPI_MakeEdge(p_start, p_end).Edge()) + wire = wire_maker.Wire() + + # Make face and extrude + face = BRepBuilderAPI_MakeFace(wire).Face() + extrude_vec = gp_Vec(0, thickness, 0) + solid = BRepPrimAPI_MakePrism(face, extrude_vec).Shape() + + # Apply placement using transformation + origin = gp_Pnt(0, 0, 0) + target_origin = gp_Pnt(x, y, z) + uDir = gp_Dir(0, 1, 0) + wDir = gp_Dir(0, 0, 1) + local_ax3 = gp_Ax3(origin, wDir, uDir) + global_ax3 = gp_Ax3(target_origin, wDir, uDir) + + trsf = gp_Trsf() + trsf.SetDisplacement(local_ax3, global_ax3) + transformed_shape = BRepBuilderAPI_Transform(solid, trsf, True).Shape() + + return transformed_shape + + +def create_vertical_weld(weld_height, length): + """ + Create a vertical weld between stiffener plate and web. + + Args: + weld_height: height/size of the weld + length: length of the weld + + Returns: + TopoDS_Shape: The weld shape + """ + p1 = gp_Pnt(0, 0, 0) + p2 = gp_Pnt(weld_height, 0, 0) + p3 = gp_Pnt(0, -weld_height, 0) + edge1 = BRepBuilderAPI_MakeEdge(p1, p2).Edge() + edge2 = BRepBuilderAPI_MakeEdge(p2, p3).Edge() + edge3 = BRepBuilderAPI_MakeEdge(p3, p1).Edge() + wire = BRepBuilderAPI_MakeWire(edge1, edge2, edge3).Wire() + face = BRepBuilderAPI_MakeFace(wire).Face() + extrude_vec = gp_Vec(0, 0, length) + solid = BRepPrimAPI_MakePrism(face, extrude_vec).Shape() + return solid + + +def create_fillet_weld_model(b, h, l, y, D, tw, T_is, chamfer_length, position): + """ + Create fillet weld models for stiffener to flange connection. + + Args: + b, h: weld dimensions + l: weld length + y: Y position along girder length + D: total girder depth + tw: web thickness + T_is: stiffener thickness + chamfer_length: chamfer size + position: 'left' or 'right' + + Returns: + TopoDS_Shape: Combined weld shape + """ + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([0., 0., 1.]) + shaftDir = numpy.array([1., 0., 0.]) + FWeld = FilletWeld(b, h, l) + FWeld.place(origin, uDir, shaftDir) + FWeld.compute_params() + prism = FWeld.create_model(0) + + axis = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(1, 0, 0)) + x = 0 + + if position == "right": + x = tw // 2 + chamfer_length + elif position == "left": + x = (-tw // 2) - l - chamfer_length + + # Front weld - down + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(0)) + prism_down = BRepBuilderAPI_Transform(prism, trsf).Shape() + + # Front weld - up + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(90)) + prism_up = BRepBuilderAPI_Transform(prism, trsf).Shape() + + # Translation + prism_up = translation_movement(x, y - T_is // 2, D // 2, prism_up) + prism_down = translation_movement(x, y - T_is // 2, -(D // 2), prism_down) + + weld_fused_forward = BRepAlgoAPI_Fuse(prism_up, prism_down).Shape() + + # Behind weld - down + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(270)) + prism_down = BRepBuilderAPI_Transform(prism, trsf).Shape() + + # Behind weld - up + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(180)) + prism_up = BRepBuilderAPI_Transform(prism, trsf).Shape() + + # Translation + prism_up = translation_movement(x, y + T_is // 2, D // 2, prism_up) + prism_down = translation_movement(x, y + T_is // 2, -D // 2, prism_down) + + weld_fused_behind = BRepAlgoAPI_Fuse(prism_up, prism_down) + if weld_fused_behind.IsDone(): + weld_fused_behind = weld_fused_behind.Shape() + + weld_fused = BRepAlgoAPI_Fuse(weld_fused_forward, weld_fused_behind) + if weld_fused.IsDone(): + weld_fused = weld_fused.Shape() + + return weld_fused + + +def create_plate_girder( + D=750, # Total depth + tw=14, # Web thickness + length=15000, # Length along Y axis + T_ft=20, # Top flange thickness + T_fb=20, # Bottom flange thickness + B_ft=400, # Top flange width + B_fb=400, # Bottom flange width + stiffener_spacing=750, # Space between each stiffener plate + T_is=15, # Stiffener thickness + chamfer_length=30, # Triangular chamfer length + weld_size=15, # Weld size (b = h) + include_horizontal_plate=False, # Whether to include horizontal plate + horizontal_plate_offset_ratio=0.1, # Position of horizontal plate as ratio of D from top + T_hp=15, # Horizontal plate thickness + reference_axis_y_ratio=0.5, # Y-position of reference axis (0.5 = mid-depth) + include_end_stiffeners=False, # Whether to include end stiffeners + T_es=15, # End stiffener thickness + include_intermediate_stiffeners=True # Whether to include intermediate stiffeners +): + """ + Create a 3D CAD model of a welded plate girder. + + Args: + D: Total depth of the girder (mm) + tw: Web thickness (mm) + length: Length of the girder along Y axis (mm) + T_ft: Top flange thickness (mm) + T_fb: Bottom flange thickness (mm) + B_ft: Top flange width (mm) + B_fb: Bottom flange width (mm) + stiffener_spacing: Space between stiffener plates (mm) + T_is: Intermediate stiffener thickness (mm) + chamfer_length: Size of stiffener corner chamfers (mm) + weld_size: Fillet weld size (mm) + include_horizontal_plate: Whether to include a horizontal plate + horizontal_plate_offset_ratio: Position of horizontal plate from top as ratio of D + T_hp: Horizontal plate thickness (mm) + + Returns: + dict: Dictionary containing all component shapes: + - 'web_plate': Web/center plate shape + - 'top_flange': Top flange plate shape + - 'bottom_flange': Bottom flange plate shape + - 'horizontal_plate': Horizontal plate shape (if included) + - 'stiffener_plates': Compound of all stiffener plates + - 'longitudinal_welds': Compound of web-to-flange welds + - 'stiffener_welds': Compound of all stiffener welds + - 'model': Complete fused model + """ + # Calculate derived dimensions + L_top = length + L_bottom = length + L = (min(B_ft, B_fb) - tw) / 2 # Stiffener width + eff_depth = D - T_ft - T_fb # Effective depth (web height) + weld_l = L - chamfer_length # Weld length + + # Create main plates + web_plate = create_plate_model( + numpy.array([0., 0., 0.]), + tw, length, D + ) + + top_flange = create_plate_model( + numpy.array([0., 0., (D + T_ft) / 2]), + B_ft, L_top, T_ft + ) + + bottom_flange = create_plate_model( + numpy.array([0., 0., -(D + T_fb) / 2]), + B_fb, L_bottom, T_fb + ) + + # Horizontal plate (optional) + horizontal_plate = None + horizontal_plate_z = 0 + if include_horizontal_plate: + horizontal_plate_offset = horizontal_plate_offset_ratio * D + horizontal_plate_z = (D / 2) - horizontal_plate_offset - (T_hp / 2) + B_hp = B_ft + horizontal_plate = create_plate_model( + numpy.array([0., 0., horizontal_plate_z]), + B_hp, length, T_hp + ) + + # Create I-section by fusing main plates + ISection_model = BRepAlgoAPI_Fuse(bottom_flange, top_flange).Shape() + if horizontal_plate is not None: + ISection_model = BRepAlgoAPI_Fuse(ISection_model, horizontal_plate).Shape() + + # Create longitudinal welds (web to flange connections) + weld_thickness = 0.5 * chamfer_length + + # Bottom welds + right_bottom_weld = create_weld_model(weld_thickness, length, numpy.array([tw // 2, 0., (-D // 2)]), "y") + left_bottom_weld = create_weld_model(weld_thickness, length, numpy.array([-tw // 2, 0., (-D // 2)]), "y") + axis = gp_Ax1(gp_Pnt(-tw // 2, 0., (-D // 2)), gp_Dir(0, 1, 0)) + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(-90)) + left_bottom_weld = BRepBuilderAPI_Transform(left_bottom_weld, trsf).Shape() + + # Top welds + right_top_weld = create_weld_model(weld_thickness, length, numpy.array([tw // 2, 0., (D // 2)]), "y") + axis = gp_Ax1(gp_Pnt(tw // 2, 0., (D // 2)), gp_Dir(0, 1, 0)) + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(90)) + right_top_weld = BRepBuilderAPI_Transform(right_top_weld, trsf).Shape() + + left_top_weld = create_weld_model(weld_thickness, length, numpy.array([-tw // 2, 0., (D // 2)]), "y") + axis = gp_Ax1(gp_Pnt(-tw // 2, 0., (D // 2)), gp_Dir(0, 1, 0)) + trsf = gp_Trsf() + trsf.SetRotation(axis, math.radians(180)) + left_top_weld = BRepBuilderAPI_Transform(left_top_weld, trsf).Shape() + + longitudinal_weld_list = [right_bottom_weld, left_bottom_weld, right_top_weld, left_top_weld] + + # Horizontal plate welds (if present) + if horizontal_plate is not None: + right_hp_weld = create_weld_model(weld_thickness, length, numpy.array([tw // 2, 0., horizontal_plate_z]), "y") + axis_hp_r = gp_Ax1(gp_Pnt(tw // 2, 0., horizontal_plate_z), gp_Dir(0, 1, 0)) + trsf_hp = gp_Trsf() + trsf_hp.SetRotation(axis_hp_r, math.radians(90)) + right_hp_weld = BRepBuilderAPI_Transform(right_hp_weld, trsf_hp).Shape() + + left_hp_weld = create_weld_model(weld_thickness, length, numpy.array([-tw // 2, 0., horizontal_plate_z]), "y") + axis_hp_l = gp_Ax1(gp_Pnt(-tw // 2, 0., horizontal_plate_z), gp_Dir(0, 1, 0)) + trsf_hp_l = gp_Trsf() + trsf_hp_l.SetRotation(axis_hp_l, math.radians(180)) + left_hp_weld = BRepBuilderAPI_Transform(left_hp_weld, trsf_hp_l).Shape() + + longitudinal_weld_list.extend([right_hp_weld, left_hp_weld]) + + longitudinal_welds = fuse_models(longitudinal_weld_list) + + # Create vertical weld template for stiffeners + vertical_weld_height = 0.5 * chamfer_length + stiffener_vertical_weld_template = create_vertical_weld(vertical_weld_height, D - (2 * chamfer_length)) + + # Create stiffener plates and welds + stiffener_plate_list = [] + stiffener_horizontal_weld_list = [] + right_vertical_weld_list = [] + left_vertical_weld_list = [] + + if include_intermediate_stiffeners: + start_y = 0.0 + end_y = length + + if include_end_stiffeners: + end_stiffener_gap = (T_es / 2.0) + weld_size + # The inner stiffener of the end pair is at gap + 50.0 + start_y = end_stiffener_gap + 50.0 + end_y = length - (end_stiffener_gap + 50.0) + + effective_length = end_y - start_y + + if effective_length > 0: + target_spacing = float(stiffener_spacing) + if target_spacing <= 0: target_spacing = effective_length + + # Calculate number of panels + # User Change: If spacing > length, place at half length (2 panels) + if target_spacing + 700> effective_length: + num_panels = 2 + else: + num_panels = max(1, round(effective_length / target_spacing)) + + actual_spacing = effective_length / num_panels + + for i in range(1, num_panels): + y = start_y + (i * actual_spacing) + + # Right and left stiffener plates + right_stiffener = create_stiffener_plate( + numpy.array([tw / 2, y, 0]), L, D, T_is, chamfer_length, "right" + ) + left_stiffener = create_stiffener_plate( + numpy.array([-tw / 2, y, 0]), L, D, T_is, chamfer_length, "left" + ) + + # Horizontal welds (stiffener to flange) + right_horizontal_weld = create_fillet_weld_model( + weld_size, weld_size, weld_l, y, D, tw, T_is, chamfer_length, "right" + ) + left_horizontal_weld = create_fillet_weld_model( + weld_size, weld_size, weld_l, y, D, tw, T_is, chamfer_length, "left" + ) + + # Vertical welds (stiffener to web) + right_vertical_front = translation_movement( + tw / 2, y, (-D / 2) + chamfer_length, stiffener_vertical_weld_template + ) + right_vertical_rear = translation_rotation( + 90, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + right_vertical_rear = translation_movement( + tw / 2, y + (T_is / 2), (-D / 2) + chamfer_length, right_vertical_rear + ) + + left_vertical_front = translation_rotation( + -90, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + left_vertical_front = translation_movement( + -tw / 2, y, (-D / 2) + chamfer_length, left_vertical_front + ) + left_vertical_rear = translation_rotation( + -180, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + left_vertical_rear = translation_movement( + (-tw / 2), y + (T_is / 2), (-D / 2) + chamfer_length, left_vertical_rear + ) + + stiffener_plate_list.extend([right_stiffener, left_stiffener]) + stiffener_horizontal_weld_list.extend([right_horizontal_weld, left_horizontal_weld]) + right_vertical_weld_list.extend([right_vertical_front, right_vertical_rear]) + left_vertical_weld_list.extend([left_vertical_front, left_vertical_rear]) + + # End Stiffeners + if include_end_stiffeners: + # Calculate gap to ensure weld stays within girder length + # Stiffener is at y. Weld extends 'weld_size' from face (y +/- T_es/2). + # Inner limit: 0. Outer limit: Length. + # Min y = T_es/2 + weld_size + end_stiffener_gap = (T_es / 2.0) + weld_size + + # Create two pairs at each end: one at min gap, one at gap + 50mm + end_positions = [ + end_stiffener_gap, + end_stiffener_gap + 50.0, + length - (end_stiffener_gap + 50.0), + length - end_stiffener_gap + ] + + for y in end_positions: + # Right and left end stiffener plates + right_stiffener = create_stiffener_plate( + numpy.array([tw / 2, y, 0]), L, D, T_es, chamfer_length, "right" + ) + left_stiffener = create_stiffener_plate( + numpy.array([-tw / 2, y, 0]), L, D, T_es, chamfer_length, "left" + ) + + # Horizontal welds (stiffener to flange) + right_horizontal_weld = create_fillet_weld_model( + weld_size, weld_size, weld_l, y, D, tw, T_es, chamfer_length, "right" + ) + left_horizontal_weld = create_fillet_weld_model( + weld_size, weld_size, weld_l, y, D, tw, T_es, chamfer_length, "left" + ) + + # Vertical welds (ends might need adjustment if thickness T_es != T_is) + position = y + # We can reuse stiffener_vertical_weld_template because it depends on weld_height which is chamfer/2, and D. + # It does NOT depend on stiffener thickness. + # However, the placement logic DOES depend on thickness for the REAR weld. + + # Right Vertical Welds + right_vertical_front = translation_movement( + tw / 2, position, (-D / 2) + chamfer_length, stiffener_vertical_weld_template + ) + right_vertical_rear = translation_rotation( + 90, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + right_vertical_rear = translation_movement( + tw / 2, position + (T_es / 2), (-D / 2) + chamfer_length, right_vertical_rear + ) + + # Left Vertical Welds + left_vertical_front = translation_rotation( + -90, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + left_vertical_front = translation_movement( + -tw / 2, position, (-D / 2) + chamfer_length, left_vertical_front + ) + left_vertical_rear = translation_rotation( + -180, gp_Ax1(gp_Pnt(0., 0., 0.), gp_Dir(0, 0, 1)), stiffener_vertical_weld_template + ) + left_vertical_rear = translation_movement( + (-tw / 2), position + (T_es / 2), (-D / 2) + chamfer_length, left_vertical_rear + ) + + stiffener_plate_list.extend([right_stiffener, left_stiffener]) + stiffener_horizontal_weld_list.extend([right_horizontal_weld, left_horizontal_weld]) + right_vertical_weld_list.extend([right_vertical_front, right_vertical_rear]) + left_vertical_weld_list.extend([left_vertical_front, left_vertical_rear]) + + # Combine stiffener welds + all_stiffener_welds = (stiffener_horizontal_weld_list + + right_vertical_weld_list + + left_vertical_weld_list) + + stiffener_plates = fuse_models(stiffener_plate_list) if stiffener_plate_list else None + stiffener_welds = fuse_models(all_stiffener_welds) if all_stiffener_welds else None + + # Create complete model + complete_model = ISection_model + if stiffener_plates is not None: + complete_model = BRepAlgoAPI_Fuse(complete_model, stiffener_plates).Shape() + + # Return all components + result = { + 'web_plate': web_plate, + 'top_flange': top_flange, + 'bottom_flange': bottom_flange, + 'horizontal_plate': horizontal_plate, + 'stiffener_plates': stiffener_plates, + 'longitudinal_welds': longitudinal_welds, + 'stiffener_welds': stiffener_welds, + 'model': complete_model, + } + + return result + + +# Main execution for standalone testing +if __name__ == "__main__": + from OCC.Display.SimpleGui import init_display + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN + + print("Generating plate girder model...") + + # Create plate girder with default parameters + components = create_plate_girder( + D=750, + tw=14, + length=15000, + T_ft=20, + T_fb=20, + B_ft=400, + B_fb=400, + stiffener_spacing=750, + T_is=15, + chamfer_length=30, + weld_size=15, + include_horizontal_plate=True, + ) + + # Initialize display + display, start_display, add_menu, add_function_to_menu = init_display() + display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + + # Display components + display.DisplayShape(components['model'], update=True) + display.DisplayShape(components['web_plate'], update=True) + display.DisplayShape(components['stiffener_plates'], material=Graphic3d_NOM_ALUMINIUM, update=True) + display.DisplayShape(components['longitudinal_welds'], color=Quantity_NOC_SADDLEBROWN, update=True) + if components['stiffener_welds'] is not None: + display.DisplayShape(components['stiffener_welds'], color=Quantity_NOC_SADDLEBROWN, update=True) + + print("Model generated successfully!") + + display.FitAll() + start_display() \ No newline at end of file diff --git a/cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py b/osdag_core/cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py similarity index 96% rename from cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py rename to osdag_core/cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py index 0785aa205..4d52b50c8 100644 --- a/cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py +++ b/osdag_core/cad/MomentConnections/BBEndplate/BBE_nutBoltPlacement.py @@ -3,11 +3,12 @@ modified: Darshan Vishwakarma (12-09-2020) """ import numpy as np +# import gc -from cad.items.bolt import Bolt -from cad.items.nut import Nut +from ...items.bolt import Bolt +from ...items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt +from ...items.ModelUtils import getGpPt class BBENutBoltArray(object): @@ -311,7 +312,6 @@ def place(self, origin, gaugeDir, pitchDir, boltDir): self.boltDir = boltDir self.calculatePositions(self.numOfBolts) - print(self.numOfBolts) for index, pos in enumerate(self.positions): self.bolts[index].place(pos, gaugeDir, boltDir) self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, @@ -322,11 +322,20 @@ def create_model(self): :return: cad model of nut bolt arrangement """ - for bolt in self.bolts: + # CRITICAL: Garbage collect before heavy OCC operations to prevent heap corruption + # gc.collect() + + for idx, bolt in enumerate(self.bolts): self.models.append(bolt.create_model()) + # Periodic garbage collection every 10 bolts to prevent memory accumulation + # if (idx + 1) % 10 == 0: + # gc.collect() - for nut in self.nuts: + for idx, nut in enumerate(self.nuts): self.models.append(nut.create_model()) + # Periodic garbage collection every 10 nuts + # if (idx + 1) % 10 == 0: + # gc.collect() dbg = self.dbgSphere(self.origin) #TODO : know why sphere is appended to the model (by Anand Swaroop) self.models.append(dbg) diff --git a/cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py b/osdag_core/cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py similarity index 91% rename from cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py rename to osdag_core/cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py index c6cfe98d3..4a3c9bd42 100644 --- a/cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py +++ b/osdag_core/cad/MomentConnections/BBEndplate/BBEndplate_cadFile.py @@ -7,7 +7,7 @@ """"" import numpy -import copy +import numpy from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse @@ -43,14 +43,14 @@ def __init__(self, module, beamLeft, beamRight, plateLeft, plateRight, nut_bolt_ self.plateRight = plateRight self.nut_bolt_array = nut_bolt_array self.beam_stiffener_1 = beam_stiffeners - self.beam_stiffener_2 = copy.deepcopy(beam_stiffeners) - self.beam_stiffener_3 = copy.deepcopy(beam_stiffeners) - self.beam_stiffener_4 = copy.deepcopy(beam_stiffeners) + self.beam_stiffener_2 = beam_stiffeners.clone() + self.beam_stiffener_3 = beam_stiffeners.clone() + self.beam_stiffener_4 = beam_stiffeners.clone() self.beam_stiffener_F1 = beam_stiffenerFlush - self.beam_stiffener_F2 = copy.deepcopy(beam_stiffenerFlush) - self.beam_stiffener_F3 = copy.deepcopy(beam_stiffenerFlush) - self.beam_stiffener_F4 = copy.deepcopy(beam_stiffenerFlush) + self.beam_stiffener_F2 = beam_stiffenerFlush.clone() + self.beam_stiffener_F3 = beam_stiffenerFlush.clone() + self.beam_stiffener_F4 = beam_stiffenerFlush.clone() # self.alist = alist # self.outputobj = outputobj self.boltProjection = float(outputobj['Plate']['Projection']) @@ -90,61 +90,61 @@ def __init__(self, module, beamLeft, beamRight, plateLeft, plateRight, nut_bolt_ # Weld above flange for left and right beam - self.bbWeldAbvFlang_11 = copy.deepcopy(bbWeldAbvFlang) # Left beam upper side - self.bbWeldAbvFlang_12 = copy.deepcopy(bbWeldAbvFlang) # Left beam lower side - self.bbWeldAbvFlang_21 = copy.deepcopy(bbWeldAbvFlang) # Right beam upper side - self.bbWeldAbvFlang_22 = copy.deepcopy(bbWeldAbvFlang) # Right beam lower side - - self.bbWeldBelwFlang_11 = copy.deepcopy(bbWeldBelwFlang) # Left beam, upper, left - self.bbWeldBelwFlang_12 = copy.deepcopy(bbWeldBelwFlang) # Left beam, upper, right - self.bbWeldBelwFlang_13 = copy.deepcopy(bbWeldBelwFlang) # Left beam, lower, left - self.bbWeldBelwFlang_14 = copy.deepcopy(bbWeldBelwFlang) # Left beam, lower, right - self.bbWeldBelwFlang_21 = copy.deepcopy(bbWeldBelwFlang) # behind bbWeldBelwFlang_11 - self.bbWeldBelwFlang_22 = copy.deepcopy(bbWeldBelwFlang) # behind bbWeldBelwFlang_12 - self.bbWeldBelwFlang_23 = copy.deepcopy(bbWeldBelwFlang) # behind bbWeldBelwFlang_13 - self.bbWeldBelwFlang_24 = copy.deepcopy(bbWeldBelwFlang) # behind bbWeldBelwFlang_14 - - - self.bbWeldSideWeb_11 = copy.deepcopy(bbWeldSideWeb) # Left beam, left of Web - self.bbWeldSideWeb_12 = copy.deepcopy(bbWeldSideWeb) # Left beam, right of Web - self.bbWeldSideWeb_21 = copy.deepcopy(bbWeldSideWeb) # Behind bbWeldSideWeb_11 - self.bbWeldSideWeb_22 = copy.deepcopy(bbWeldSideWeb) # Behind bbWeldSideWeb_12 + self.bbWeldAbvFlang_11 = bbWeldAbvFlang.clone() # Left beam upper side + self.bbWeldAbvFlang_12 = bbWeldAbvFlang.clone() # Left beam lower side + self.bbWeldAbvFlang_21 = bbWeldAbvFlang.clone() # Right beam upper side + self.bbWeldAbvFlang_22 = bbWeldAbvFlang.clone() # Right beam lower side + + self.bbWeldBelwFlang_11 = bbWeldBelwFlang.clone() # Left beam, upper, left + self.bbWeldBelwFlang_12 = bbWeldBelwFlang.clone() # Left beam, upper, right + self.bbWeldBelwFlang_13 = bbWeldBelwFlang.clone() # Left beam, lower, left + self.bbWeldBelwFlang_14 = bbWeldBelwFlang.clone() # Left beam, lower, right + self.bbWeldBelwFlang_21 = bbWeldBelwFlang.clone() # behind bbWeldBelwFlang_11 + self.bbWeldBelwFlang_22 = bbWeldBelwFlang.clone() # behind bbWeldBelwFlang_12 + self.bbWeldBelwFlang_23 = bbWeldBelwFlang.clone() # behind bbWeldBelwFlang_13 + self.bbWeldBelwFlang_24 = bbWeldBelwFlang.clone() # behind bbWeldBelwFlang_14 + + + self.bbWeldSideWeb_11 = bbWeldSideWeb.clone() # Left beam, left of Web + self.bbWeldSideWeb_12 = bbWeldSideWeb.clone() # Left beam, right of Web + self.bbWeldSideWeb_21 = bbWeldSideWeb.clone() # Behind bbWeldSideWeb_11 + self.bbWeldSideWeb_22 = bbWeldSideWeb.clone() # Behind bbWeldSideWeb_12 self.bbWeldStiffHL_1 = bbWeldStiffHeight - self.bbWeldStiffHL_2 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHL_3 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHL_4 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_1 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_2 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_3 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_4 = copy.deepcopy(bbWeldStiffHeight) + self.bbWeldStiffHL_2 = bbWeldStiffHeight.clone() + self.bbWeldStiffHL_3 = bbWeldStiffHeight.clone() + self.bbWeldStiffHL_4 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_1 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_2 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_3 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_4 = bbWeldStiffHeight.clone() self.bbWeldStiffLL_1 = bbWeldStiffLength - self.bbWeldStiffLL_2 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLL_3 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLL_4 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_1 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_2 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_3 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_4 = copy.deepcopy(bbWeldStiffLength) + self.bbWeldStiffLL_2 = bbWeldStiffLength.clone() + self.bbWeldStiffLL_3 = bbWeldStiffLength.clone() + self.bbWeldStiffLL_4 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_1 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_2 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_3 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_4 = bbWeldStiffLength.clone() self.bbWeldstiff1_u1 = bbWeldFlushstiffHeight - self.bbWeldstiff1_l1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff2_u1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff2_l1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff3_u1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff3_l1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff4_u1 =copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff4_l1 =copy.deepcopy(bbWeldFlushstiffHeight) + self.bbWeldstiff1_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff2_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff2_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff3_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff3_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff4_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff4_l1 = bbWeldFlushstiffHeight.clone() self.bbWeldstiff1_u2 = bbWeldFlushstiffLength - self.bbWeldstiff1_l2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff2_u2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff2_l2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff3_u2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff3_l2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff4_u2 =copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff4_l2 =copy.deepcopy(bbWeldFlushstiffLength) + self.bbWeldstiff1_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff2_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff2_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff3_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff3_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff4_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff4_l2 = bbWeldFlushstiffLength.clone() def create_3DModel(self): @@ -720,16 +720,13 @@ def create_bbWeldStiffLength(self): def get_beam_models(self): """ - :return: CAD model of both left and right beam """ - - beams = BRepAlgoAPI_Fuse(self.beamLModel, self.beamRModel).Shape() - return beams + # Optimized: Return list instead of Fusing + return [self.beamLModel, self.beamRModel] def get_plate_connector_models(self): """ - :return: CAD model of extended end plate and stiffeners """ @@ -745,12 +742,13 @@ def get_plate_connector_models(self): elif self.module.endplate_type == 'Flushed - Reversible Moment': connector_plate = [self.plateLModel, self.plateRModel, self.beam_stiffener_F1Model, self.beam_stiffener_F2Model, self.beam_stiffener_F3Model,self.beam_stiffener_F4Model] + + else: + # Fallback or default + connector_plate = [self.plateLModel, self.plateRModel] - plates = connector_plate[0] - for comp in connector_plate[1:]: - plates = BRepAlgoAPI_Fuse(comp, plates).Shape() + return connector_plate - return plates def get_welded_models(self): """ @@ -819,7 +817,7 @@ def get_nut_bolt_array_models(self): nut_bolts = self.nut_bolt_array.get_models() array = nut_bolts[0] - for comp in nut_bolts: + for comp in nut_bolts[1:]: array = BRepAlgoAPI_Fuse(comp, array).Shape() return array @@ -834,11 +832,20 @@ def get_connector_models(self): welds = self.get_welded_models() nut_bolt_array = self.get_nut_bolt_array_models() - CAD_list = [plate_connectors, welds, nut_bolt_array] - CAD = CAD_list[0] + # Flatten all lists into a single list of shapes + all_shapes = [] + for item in [plate_connectors, welds, nut_bolt_array]: + if isinstance(item, list): + all_shapes.extend(item) + else: + all_shapes.append(item) + + if not all_shapes: + return None - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() + CAD = all_shapes[0] + for shape in all_shapes[1:]: + CAD = BRepAlgoAPI_Fuse(CAD, shape).Shape() return CAD @@ -853,11 +860,20 @@ def get_models(self): welds = self.get_welded_models() nut_bolt_array = self.get_nut_bolt_array_models() - CAD_list = [beams, plate_connectors, welds, nut_bolt_array] - CAD = CAD_list[0] + # Flatten all lists into a single list of shapes + all_shapes = [] + for item in [beams, plate_connectors, welds, nut_bolt_array]: + if isinstance(item, list): + all_shapes.extend(item) + else: + all_shapes.append(item) - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() + if not all_shapes: + return None + + CAD = all_shapes[0] + for shape in all_shapes[1:]: + CAD = BRepAlgoAPI_Fuse(CAD, shape).Shape() return CAD @@ -894,9 +910,9 @@ def __init__(self, module, beamLeft, beamRight, plateLeft, plateRight, nut_bolt_ self.plateLModel = None self.plateRModel = None self.beam_stiffener_1 = beam_stiffeners - self.beam_stiffener_2 = copy.deepcopy(beam_stiffeners) - self.beam_stiffener_3 = copy.deepcopy(beam_stiffeners) - self.beam_stiffener_4 = copy.deepcopy(beam_stiffeners) + self.beam_stiffener_2 = beam_stiffeners.clone() + self.beam_stiffener_3 = beam_stiffeners.clone() + self.beam_stiffener_4 = beam_stiffeners.clone() self.module = module #flush stiffener# @@ -917,72 +933,74 @@ def __init__(self, module, beamLeft, beamRight, plateLeft, plateRight, nut_bolt_ self.loc1 = float(self.module.beam_D / 2 - self.module.stiffener_thickness / 2 - self.module.pitch_distance_web/2) self.loc2 = float(self.module.beam_D / 2 - self.module.stiffener_thickness / 2 + self.module.pitch_distance_web/2) self.bbWeldFlang_R1 = bbWeldFlang - self.bbWeldFlang_R2 = copy.deepcopy(bbWeldFlang) - self.bbWeldFlang_L1 = copy.deepcopy(bbWeldFlang) - self.bbWeldFlang_L2 = copy.deepcopy(bbWeldFlang) + self.bbWeldFlang_R2 = bbWeldFlang.clone() + self.bbWeldFlang_L1 = bbWeldFlang.clone() + self.bbWeldFlang_L2 = bbWeldFlang.clone() self.bbWeldWeb_R3 = bbWeldWeb - self.bbWeldWeb_L3 = copy.deepcopy(bbWeldWeb) + self.bbWeldWeb_L3 = bbWeldWeb.clone() # #Fillet weld self.bbWeldStiffHL_1 = bbWeldStiffHeight - self.bbWeldStiffHL_2 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHL_3 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHL_4 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_1 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_2 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_3 = copy.deepcopy(bbWeldStiffHeight) - self.bbWeldStiffHR_4 = copy.deepcopy(bbWeldStiffHeight) + self.bbWeldStiffHL_2 = bbWeldStiffHeight.clone() + self.bbWeldStiffHL_3 = bbWeldStiffHeight.clone() + self.bbWeldStiffHL_4 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_1 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_2 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_3 = bbWeldStiffHeight.clone() + self.bbWeldStiffHR_4 = bbWeldStiffHeight.clone() self.bbWeldStiffLL_1 = bbWeldStiffLength - self.bbWeldStiffLL_2 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLL_3 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLL_4 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_1 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_2 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_3 = copy.deepcopy(bbWeldStiffLength) - self.bbWeldStiffLR_4 = copy.deepcopy(bbWeldStiffLength) + self.bbWeldStiffLL_2 = bbWeldStiffLength.clone() + self.bbWeldStiffLL_3 = bbWeldStiffLength.clone() + self.bbWeldStiffLL_4 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_1 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_2 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_3 = bbWeldStiffLength.clone() + self.bbWeldStiffLR_4 = bbWeldStiffLength.clone() # self.bbWeldstiff1_u1 = bbWeldFlushstiffHeight - self.bbWeldstiff1_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff2_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff2_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff3_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff3_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff4_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff4_l1 = copy.deepcopy(bbWeldFlushstiffHeight) + self.bbWeldstiff1_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff2_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff2_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff3_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff3_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff4_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff4_l1 = bbWeldFlushstiffHeight.clone() self.bbWeldstiff5_u1 = bbWeldFlushstiffHeight - self.bbWeldstiff5_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff6_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff6_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff7_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff7_l1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff8_u1 = copy.deepcopy(bbWeldFlushstiffHeight) - self.bbWeldstiff8_l1 = copy.deepcopy(bbWeldFlushstiffHeight) + self.bbWeldstiff5_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff6_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff6_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff7_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff7_l1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff8_u1 = bbWeldFlushstiffHeight.clone() + self.bbWeldstiff8_l1 = bbWeldFlushstiffHeight.clone() # self.bbWeldstiff1_u2 = bbWeldFlushstiffLength - self.bbWeldstiff1_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff2_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff2_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff3_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff3_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff4_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff4_l2 = copy.deepcopy(bbWeldFlushstiffLength) + self.bbWeldstiff1_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff2_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff2_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff3_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff3_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff4_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff4_l2 = bbWeldFlushstiffLength.clone() self.bbWeldstiff5_u2 = bbWeldFlushstiffLength - self.bbWeldstiff5_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff6_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff6_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff7_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff7_l2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff8_u2 = copy.deepcopy(bbWeldFlushstiffLength) - self.bbWeldstiff8_l2 = copy.deepcopy(bbWeldFlushstiffLength) + self.bbWeldstiff5_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff6_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff6_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff7_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff7_l2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff8_u2 = bbWeldFlushstiffLength.clone() + self.bbWeldstiff8_l2 = bbWeldFlushstiffLength.clone() def create_3DModel(self): """ :return: CAD model of each entity such as Left beam, right beam, both end plates and so on """ + import gc + self.createBeamLGeometry() self.createBeamRGeometry() self.createPlateLGeometry() @@ -1005,13 +1023,21 @@ def create_3DModel(self): # self.create_bbWeldFlushstiffHeight() # self.create_bbWeldFlushstiffLength() - + # gc.collect() - Removed to prevent heap corruption + # call for create_model of filletweld from Components directory self.beamLModel = self.beamLeft.create_model() + # gc.collect() self.beamRModel = self.beamRight.create_model() + # gc.collect() self.plateLModel = self.plateLeft.create_model() + # gc.collect() self.plateRModel = self.plateRight.create_model() + # gc.collect() + self.nutBoltArrayModels = self.nut_bolt_array.create_model() + # gc.collect() + self.beam_stiffener_1Model = self.beam_stiffener_1.create_model() self.beam_stiffener_2Model = self.beam_stiffener_2.create_model() @@ -1666,8 +1692,11 @@ def get_beam_models(self): :return: CAD model of bothe left and right beam """ - beams = BRepAlgoAPI_Fuse(self.beamLModel, self.beamRModel).Shape() - return beams + """ + :return: CAD model of bothe left and right beam + """ + # Optimized: Return list instead of Fusing + return [self.beamLModel, self.beamRModel] def get_plate_connector_models(self): """ @@ -1697,12 +1726,8 @@ def get_plate_connector_models(self): # self.beam_stiffener_F4Model, self.beam_stiffener_F5Model,self.beam_stiffener_F6Model, # self.beam_stiffener_F7Model,self.beam_stiffener_F8Model] - - plates = connector_plate[0] - for comp in connector_plate[1:]: - plates = BRepAlgoAPI_Fuse(comp, plates).Shape() - - return plates + # Optimized: Return list instead of Fusing to prevent heap corruption + return connector_plate def get_welded_models(self): """ @@ -1756,31 +1781,25 @@ def get_welded_models(self): # self.bbWeldstiff8_u2Model, self.bbWeldstiff8_l1Model, # self.bbWeldstiff8_l2Model # ] - - - welds = welded_sec[0] - for comp in welded_sec[1:]: - welds = BRepAlgoAPI_Fuse(comp, welds).Shape() - - return welds + # Optimized: Return list instead of Fusing to prevent heap corruption + return welded_sec def get_nut_bolt_array_models(self): """ :return: CAD model for nut bolt array """ - - nut_bolts = self.nut_bolt_array.get_models() - print(nut_bolts) - array = nut_bolts[0] - for comp in nut_bolts: - array = BRepAlgoAPI_Fuse(comp, array).Shape() - - return array + # import gc + + # CRITICAL: Garbage collect before heavy fuse operations + + + + # Optimized: Return list instead of Fusing + return self.nut_bolt_array.get_models() def get_connector_models(self): """ - :return: CAD models of the connecting components """ @@ -1788,11 +1807,20 @@ def get_connector_models(self): welds = self.get_welded_models() nut_bolt_array = self.get_nut_bolt_array_models() - CAD_list = [plate_connectors, welds, nut_bolt_array] - CAD = CAD_list[0] + # Flatten all lists into a single list of shapes + all_shapes = [] + for item in [plate_connectors, welds, nut_bolt_array]: + if isinstance(item, list): + all_shapes.extend(item) + else: + all_shapes.append(item) - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() + if not all_shapes: + return None + + CAD = all_shapes[0] + for shape in all_shapes[1:]: + CAD = BRepAlgoAPI_Fuse(CAD, shape).Shape() return CAD @@ -1808,13 +1836,23 @@ def get_models(self): welds = self.get_welded_models() nut_bolt_array = self.get_nut_bolt_array_models() - CAD_list = [beams, plate_connectors, welds, nut_bolt_array] - CAD = CAD_list[0] + # Flatten all lists into a single list of shapes + all_shapes = [] + for item in [beams, plate_connectors, welds, nut_bolt_array]: + if isinstance(item, list): + all_shapes.extend(item) + else: + all_shapes.append(item) + + if not all_shapes: + return None - for model in CAD_list[1:]: - CAD = BRepAlgoAPI_Fuse(CAD, model).Shape() + CAD = all_shapes[0] + for shape in all_shapes[1:]: + CAD = BRepAlgoAPI_Fuse(CAD, shape).Shape() return CAD + diff --git a/cad/ShearConnections/CleatAngle/__init__.py b/osdag_core/cad/MomentConnections/BBEndplate/__init__.py similarity index 100% rename from cad/ShearConnections/CleatAngle/__init__.py rename to osdag_core/cad/MomentConnections/BBEndplate/__init__.py diff --git a/osdag_core/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py b/osdag_core/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py new file mode 100644 index 000000000..0efeade0f --- /dev/null +++ b/osdag_core/cad/MomentConnections/BBSpliceCoverlateCAD/WeldedCAD.py @@ -0,0 +1,596 @@ +""" +created on 17-04-2020 + +""" + +import numpy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from ...items.plate import Plate +import copy + + +class BBSpliceCoverPlateWeldedCAD(object): + def __init__(self, B, beam, flangePlate, innerFlangePlate, webPlate, flangePlateWeldL, flangePlateWeldW, + innerflangePlateWeldL, innerflangePlateWeldW, webPlateWeldL, webPlateWeldW): + + self.B = B + self.beam = beam + self.flangePlate = flangePlate + self.innerFlangePlate = innerFlangePlate + self.webPlate = webPlate + self.flangePlateWeldL = flangePlateWeldL + self.flangePlateWeldW = flangePlateWeldW + self.webPlateWeldL = webPlateWeldL + self.webPlateWeldW = webPlateWeldW + self.innerflangePlateWeldL = innerflangePlateWeldL + self.innerflangePlateWeldW = innerflangePlateWeldW + + self.gap = float(self.B.flange_plate.gap) + self.flangespace = float(self.B.flangespace) + self.webspace = float(self.B.webspace) + + self.beam1 = copy.deepcopy(self.beam) + self.beam2 = copy.deepcopy(self.beam) + + self.flangePlate1 = copy.deepcopy(self.flangePlate) + self.flangePlate2 = copy.deepcopy(self.flangePlate) + + self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) + + self.webPlate1 = copy.deepcopy(self.webPlate) + self.webPlate2 = copy.deepcopy(self.webPlate) + + # nuber top to bottom + self.flangePlateWeldL11 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL12 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL21 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL22 = copy.deepcopy(self.flangePlateWeldL) + + self.flangePlateWeldW11 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW12 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW21 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW22 = copy.deepcopy(self.flangePlateWeldW) + + # Todo: update numbering + self.webPlateWeldL11 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL12 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL21 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL22 = copy.deepcopy(self.webPlateWeldL) + + self.webPlateWeldW11 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW12 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW21 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW22 = copy.deepcopy(self.webPlateWeldW) + + # numbering is clock wise starting from right side top plate + self.innerflangePlateWeldL11 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL12 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL21 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL22 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL31 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL32 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL41 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL42 = copy.deepcopy(self.innerflangePlateWeldL) + + self.innerflangePlateWeldW11 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW12 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW21 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW22 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW31 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW32 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW41 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW42 = copy.deepcopy(self.innerflangePlateWeldW) + + self.weldCutPlate = Plate(L=self.beam.D + 4 * self.flangePlate.T, W=self.beam.B + 2 * self.flangePlate.T, + T=self.gap) + + def create_3DModel(self): + ''' + :return: CAD model of each of the followings. Debugging each command below would give give clear picture + ''' + + self.createbeamGeometry() + self.createPlateGeometry() + self.createWeldedGeometry() + + def createbeamGeometry(self): + """ + + :return: Geometric Orientation of this component + """ + beam1Origin = numpy.array([self.gap / 2, 0.0, 0.0]) + beam1_uDir = numpy.array([0.0, 1.0, 0.0]) + beam1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.beam1.place(beam1Origin, beam1_uDir, beam1_wDir) + + self.beam1Model = self.beam1.create_model() + + beam2Origin = numpy.array([-self.gap / 2, 0.0, 0.0]) + beam2_uDir = numpy.array([0.0, 1.0, 0.0]) + beam2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.beam2.place(beam2Origin, beam2_uDir, beam2_wDir) + + self.beam2Model = self.beam2.create_model() + + def createPlateGeometry(self): + + # Flange Plates + flangePlate1Origin = numpy.array([0.0, self.flangePlate.W / 2, (self.beam.D + self.flangePlate.T) / 2]) + flangePlate1_uDir = numpy.array([0.0, 0.0, 1.0]) + flangePlate1_wDir = numpy.array([0.0, -1.0, 0.0]) + self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) + + self.flangePlate1Model = self.flangePlate1.create_model() + + flangePlate2Origin = numpy.array([0.0, -self.flangePlate.W / 2, -(self.beam.D + self.flangePlate.T) / 2]) + flangePlate2_uDir = numpy.array([0.0, 0.0, 1.0]) + flangePlate2_wDir = numpy.array([0.0, 1.0, 0.0]) + self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) + + self.flangePlate2Model = self.flangePlate2.create_model() + + # Web Plates + webPlate1Origin = numpy.array([0.0, (self.beam.t + self.webPlate.T) / 2, -self.webPlate.W / 2]) + webPlate1_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) + + self.webPlate1Model = self.webPlate1.create_model() + + webPlate2Origin = numpy.array([0.0, -(self.beam.t + self.webPlate.T) / 2, -self.webPlate.W / 2]) + webPlate2_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) + + self.webPlate2Model = self.webPlate2.create_model() + + # Todo: Add an if statement for inner plates + # Inner Plates + if self.B.preference != 'Outside': + innerFlangePlatespacing = self.flangespace + self.beam.t / 2 + self.beam.R1 + innerFlangePlate1Origin = numpy.array( + [0.0, innerFlangePlatespacing, (self.beam.D - self.innerFlangePlate.T) / 2 - self.beam.T]) + innerFlangePlate1_uDir = numpy.array([0.0, 0.0, 1.0]) + innerFlangePlate1_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) + + self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() + + innerFlangePlate2Origin = numpy.array( + [0.0, innerFlangePlatespacing, -(self.beam.D - self.innerFlangePlate.T) / 2 + self.beam.T]) + innerFlangePlate2_uDir = numpy.array([0.0, 0.0, 1.0]) + innerFlangePlate2_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) + + self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() + + innerFlangePlate3Origin = numpy.array( + [0.0, -innerFlangePlatespacing, -(self.beam.D - self.innerFlangePlate.T) / 2 + self.beam.T]) + innerFlangePlate3_uDir = numpy.array([0.0, 0.0, 1.0]) + innerFlangePlate3_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) + + self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() + + innerFlangePlate4Origin = numpy.array( + [0.0, -innerFlangePlatespacing, (self.beam.D - self.innerFlangePlate.T) / 2 - self.beam.T]) + innerFlangePlate4_uDir = numpy.array([0.0, 0.0, 1.0]) + innerFlangePlate4_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) + + self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() + + def createWeldedGeometry(self): + + # Flangeplate1 + flangePlateWeldL11Origin = numpy.array( + [-self.flangePlateWeldL.L / 2, self.flangePlate.W / 2, (self.beam.D) / 2]) + flangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlateWeldL11.place(flangePlateWeldL11Origin, flangePlateWeldL11_uDir, flangePlateWeldL11_wDir) + + self.flangePlateWeldL11Model = self.flangePlateWeldL11.create_model() + + flangePlateWeldL12Origin = numpy.array( + [self.flangePlateWeldL.L / 2, -self.flangePlate.W / 2, (self.beam.D) / 2]) + flangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.flangePlateWeldL12.place(flangePlateWeldL12Origin, flangePlateWeldL12_uDir, flangePlateWeldL12_wDir) + + self.flangePlateWeldL12Model = self.flangePlateWeldL12.create_model() + + flangePlateWeldW11Origin = numpy.array([self.flangePlate.L / 2, -self.flangePlate.W / 2, (self.beam.D) / 2]) + flangePlateWeldW11_uDir = numpy.array([0.0, 0.0, 1.0]) + flangePlateWeldW11_wDir = numpy.array([0.0, 1.0, 0.0]) + self.flangePlateWeldW11.place(flangePlateWeldW11Origin, flangePlateWeldW11_uDir, flangePlateWeldW11_wDir) + + self.flangePlateWeldW11Model = self.flangePlateWeldW11.create_model() + + flangePlateWeldW12Origin = numpy.array([-self.flangePlate.L / 2, self.flangePlate.W / 2, (self.beam.D) / 2]) + flangePlateWeldW12_uDir = numpy.array([0.0, 0.0, 1.0]) + flangePlateWeldW12_wDir = numpy.array([0.0, -1.0, 0.0]) + self.flangePlateWeldW12.place(flangePlateWeldW12Origin, flangePlateWeldW12_uDir, flangePlateWeldW12_wDir) + + self.flangePlateWeldW12Model = self.flangePlateWeldW12.create_model() + + # FlangePlate2 + flangePlateWeldL21Origin = numpy.array( + [self.flangePlateWeldL.L / 2, self.flangePlate.W / 2, -(self.beam.D) / 2]) + flangePlateWeldL21_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.flangePlateWeldL21.place(flangePlateWeldL21Origin, flangePlateWeldL21_uDir, flangePlateWeldL21_wDir) + + self.flangePlateWeldL21Model = self.flangePlateWeldL21.create_model() + + flangePlateWeldL22Origin = numpy.array( + [-self.flangePlateWeldL.L / 2, -self.flangePlate.W / 2, -(self.beam.D) / 2]) + flangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlateWeldL22.place(flangePlateWeldL22Origin, flangePlateWeldL22_uDir, flangePlateWeldL22_wDir) + + self.flangePlateWeldL22Model = self.flangePlateWeldL22.create_model() + + flangePlateWeldW21Origin = numpy.array([self.flangePlate.L / 2, self.flangePlate.W / 2, -(self.beam.D) / 2]) + flangePlateWeldW21_uDir = numpy.array([0.0, 0.0, -1.0]) + flangePlateWeldW21_wDir = numpy.array([0.0, -1.0, 0.0]) + self.flangePlateWeldW21.place(flangePlateWeldW21Origin, flangePlateWeldW21_uDir, flangePlateWeldW21_wDir) + + self.flangePlateWeldW21Model = self.flangePlateWeldW21.create_model() + + flangePlateWeldW22Origin = numpy.array([-self.flangePlate.L / 2, -self.flangePlate.W / 2, -(self.beam.D) / 2]) + flangePlateWeldW22_uDir = numpy.array([0.0, 0.0, -1.0]) + flangePlateWeldW22_wDir = numpy.array([0.0, 1.0, 0.0]) + self.flangePlateWeldW22.place(flangePlateWeldW22Origin, flangePlateWeldW22_uDir, flangePlateWeldW22_wDir) + + self.flangePlateWeldW22Model = self.flangePlateWeldW22.create_model() + + # Webplate1 (right side) + webPlateWeldL11Origin = numpy.array([-self.webPlateWeldL.L / 2, (self.beam.t) / 2, self.webPlate.W / 2]) + webPlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlateWeldL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.webPlateWeldL11.place(webPlateWeldL11Origin, webPlateWeldL11_uDir, webPlateWeldL11_wDir) + + self.webPlateWeldL11Model = self.webPlateWeldL11.create_model() + + webPlateWeldL12Origin = numpy.array([self.webPlateWeldL.L / 2, (self.beam.t) / 2, -self.webPlate.W / 2]) + webPlateWeldL12_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlateWeldL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.webPlateWeldL12.place(webPlateWeldL12Origin, webPlateWeldL12_uDir, webPlateWeldL12_wDir) + + self.webPlateWeldL12Model = self.webPlateWeldL12.create_model() + + webPlateWeldW11Origin = numpy.array([self.webPlate.L / 2, (self.beam.t) / 2, self.webPlate.W / 2]) + webPlateWeldW11_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlateWeldW11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.webPlateWeldW11.place(webPlateWeldW11Origin, webPlateWeldW11_uDir, webPlateWeldW11_wDir) + + self.webPlateWeldW11Model = self.webPlateWeldW11.create_model() + + webPlateWeldW12Origin = numpy.array([-self.webPlate.L / 2, (self.beam.t) / 2, -self.webPlate.W / 2]) + webPlateWeldW12_uDir = numpy.array([0.0, 1.0, 0.0]) + webPlateWeldW12_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlateWeldW12.place(webPlateWeldW12Origin, webPlateWeldW12_uDir, webPlateWeldW12_wDir) + + self.webPlateWeldW12Model = self.webPlateWeldW12.create_model() + + # Webplate2 + webPlateWeldL21Origin = numpy.array([self.webPlateWeldL.L / 2, -(self.beam.t) / 2, self.webPlate.W / 2]) + webPlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) + webPlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.webPlateWeldL21.place(webPlateWeldL21Origin, webPlateWeldL21_uDir, webPlateWeldL21_wDir) + + self.webPlateWeldL21Model = self.webPlateWeldL21.create_model() + + webPlateWeldL22Origin = numpy.array([-self.webPlateWeldL.L / 2, -(self.beam.t) / 2, -self.webPlate.W / 2]) + webPlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) + webPlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.webPlateWeldL22.place(webPlateWeldL22Origin, webPlateWeldL22_uDir, webPlateWeldL22_wDir) + + self.webPlateWeldL22Model = self.webPlateWeldL22.create_model() + + webPlateWeldW21Origin = numpy.array([self.webPlate.L / 2, -(self.beam.t) / 2, -self.webPlate.W / 2]) + webPlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) + webPlateWeldW21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlateWeldW21.place(webPlateWeldW21Origin, webPlateWeldW21_uDir, webPlateWeldW21_wDir) + + self.webPlateWeldW21Model = self.webPlateWeldW21.create_model() + + webPlateWeldW22Origin = numpy.array([-self.webPlate.L / 2, -(self.beam.t) / 2, self.webPlate.W / 2]) + webPlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) + webPlateWeldW22_wDir = numpy.array([0.0, 0.0, -1.0]) + self.webPlateWeldW22.place(webPlateWeldW22Origin, webPlateWeldW22_uDir, webPlateWeldW22_wDir) + + self.webPlateWeldW22Model = self.webPlateWeldW22.create_model() + + # Todo: Add if statement for inner plate condition + if self.B.preference != 'Outside': + # innerplate1 (right top) + innerFlangePlatespacing = self.flangespace + self.beam.t / 2 + self.beam.R1 + innerflangePlateWeldL11Origin = numpy.array( + [self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, + (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL11_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldL11.place(innerflangePlateWeldL11Origin, innerflangePlateWeldL11_uDir, + innerflangePlateWeldL11_wDir) + + self.innerflangePlateWeldL11Model = self.innerflangePlateWeldL11.create_model() + + innerflangePlateWeldL12Origin = numpy.array( + [-self.innerFlangePlate.L / 2, innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL12_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldL12.place(innerflangePlateWeldL12Origin, innerflangePlateWeldL12_uDir, + innerflangePlateWeldL12_wDir) + + self.innerflangePlateWeldL12Model = self.innerflangePlateWeldL12.create_model() + + innerflangePlateWeldW11Origin = numpy.array( + [self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, + (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldW11_uDir = numpy.array([0.0, 0.0, -1.0]) + innerflangePlateWeldW11_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerflangePlateWeldW11.place(innerflangePlateWeldW11Origin, innerflangePlateWeldW11_uDir, + innerflangePlateWeldW11_wDir) + + self.innerflangePlateWeldW11Model = self.innerflangePlateWeldW11.create_model() + + innerflangePlateWeldW12Origin = numpy.array( + [-self.innerFlangePlate.L / 2, innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldW12_uDir = numpy.array([0.0, 0.0, -1.0]) + innerflangePlateWeldW12_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerflangePlateWeldW12.place(innerflangePlateWeldW12Origin, innerflangePlateWeldW12_uDir, + innerflangePlateWeldW12_wDir) + + self.innerflangePlateWeldW12Model = self.innerflangePlateWeldW12.create_model() + + # innerplate2 (top left) + innerflangePlateWeldL21Origin = numpy.array( + [self.innerFlangePlate.L / 2, -innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldL21_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldL21.place(innerflangePlateWeldL21Origin, innerflangePlateWeldL21_uDir, + innerflangePlateWeldL21_wDir) + + self.innerflangePlateWeldL21Model = self.innerflangePlateWeldL21.create_model() + + innerflangePlateWeldL22Origin = numpy.array( + [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, + (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldL22.place(innerflangePlateWeldL22Origin, innerflangePlateWeldL22_uDir, + innerflangePlateWeldL22_wDir) + + self.innerflangePlateWeldL22Model = self.innerflangePlateWeldL22.create_model() + + innerflangePlateWeldW21Origin = numpy.array( + [self.innerFlangePlate.L / 2, - innerFlangePlatespacing, (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldW21_uDir = numpy.array([0.0, 0.0, -1.0]) + innerflangePlateWeldW21_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerflangePlateWeldW21.place(innerflangePlateWeldW21Origin, innerflangePlateWeldW21_uDir, + innerflangePlateWeldW21_wDir) + + self.innerflangePlateWeldW21Model = self.innerflangePlateWeldW21.create_model() + + innerflangePlateWeldW22Origin = numpy.array( + [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, + (self.beam.D) / 2 - self.beam.T]) + innerflangePlateWeldW22_uDir = numpy.array([0.0, 0.0, -1.0]) + innerflangePlateWeldW22_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerflangePlateWeldW22.place(innerflangePlateWeldW22Origin, innerflangePlateWeldW22_uDir, + innerflangePlateWeldW22_wDir) + + self.innerflangePlateWeldW22Model = self.innerflangePlateWeldW22.create_model() + + # innerplate3 (Right bottom) + innerflangePlateWeldL31Origin = numpy.array( + [-self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, + -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldL31_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL31_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldL31.place(innerflangePlateWeldL31Origin, innerflangePlateWeldL31_uDir, + innerflangePlateWeldL31_wDir) + + self.innerflangePlateWeldL31Model = self.innerflangePlateWeldL31.create_model() + + innerflangePlateWeldL32Origin = numpy.array( + [self.innerFlangePlate.L / 2, innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldL32_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL32_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldL32.place(innerflangePlateWeldL32Origin, innerflangePlateWeldL32_uDir, + innerflangePlateWeldL32_wDir) + + self.innerflangePlateWeldL32Model = self.innerflangePlateWeldL32.create_model() + + innerflangePlateWeldW31Origin = numpy.array( + [self.innerFlangePlate.L / 2, innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldW31_uDir = numpy.array([0.0, 0.0, 1.0]) + innerflangePlateWeldW31_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerflangePlateWeldW31.place(innerflangePlateWeldW31Origin, innerflangePlateWeldW31_uDir, + innerflangePlateWeldW31_wDir) + + self.innerflangePlateWeldW31Model = self.innerflangePlateWeldW31.create_model() + + innerflangePlateWeldW32Origin = numpy.array( + [-self.innerFlangePlate.L / 2, innerFlangePlatespacing + self.innerFlangePlate.W, + -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldW32_uDir = numpy.array([0.0, 0.0, 1.0]) + innerflangePlateWeldW32_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerflangePlateWeldW32.place(innerflangePlateWeldW32Origin, innerflangePlateWeldW32_uDir, + innerflangePlateWeldW32_wDir) + + self.innerflangePlateWeldW32Model = self.innerflangePlateWeldW32.create_model() + + # innetplate4 (left bottom) + innerflangePlateWeldL41Origin = numpy.array( + [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldL41_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL41_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldL41.place(innerflangePlateWeldL41Origin, innerflangePlateWeldL41_uDir, + innerflangePlateWeldL41_wDir) + + self.innerflangePlateWeldL41Model = self.innerflangePlateWeldL41.create_model() + + innerflangePlateWeldL42Origin = numpy.array( + [self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, + -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldL42_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL42_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldL42.place(innerflangePlateWeldL42Origin, innerflangePlateWeldL42_uDir, + innerflangePlateWeldL42_wDir) + + self.innerflangePlateWeldL42Model = self.innerflangePlateWeldL42.create_model() + + innerflangePlateWeldW41Origin = numpy.array( + [self.innerFlangePlate.L / 2, -innerFlangePlatespacing - self.innerFlangePlate.W, + -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldW41_uDir = numpy.array([0.0, 0.0, 1.0]) + innerflangePlateWeldW41_wDir = numpy.array([0.0, 1.0, 0.0]) + self.innerflangePlateWeldW41.place(innerflangePlateWeldW41Origin, innerflangePlateWeldW41_uDir, + innerflangePlateWeldW41_wDir) + + self.innerflangePlateWeldW41Model = self.innerflangePlateWeldW41.create_model() + + innerflangePlateWeldW42Origin = numpy.array( + [-self.innerFlangePlate.L / 2, -innerFlangePlatespacing, -(self.beam.D) / 2 + self.beam.T]) + innerflangePlateWeldW42_uDir = numpy.array([0.0, 0.0, 1.0]) + innerflangePlateWeldW42_wDir = numpy.array([0.0, -1.0, 0.0]) + self.innerflangePlateWeldW42.place(innerflangePlateWeldW42Origin, innerflangePlateWeldW42_uDir, + innerflangePlateWeldW42_wDir) + + self.innerflangePlateWeldW42Model = self.innerflangePlateWeldW42.create_model() + + # to cut the welds + weldCutPlateOrigin = numpy.array([0.0, -self.weldCutPlate.W / 2, 0.0]) + weldCutPlate_uDir = numpy.array([1.0, 0.0, 0.0]) + weldCutPlate_wDir = numpy.array([0.0, 1.0, 0.0]) + self.weldCutPlate.place(weldCutPlateOrigin, weldCutPlate_uDir, weldCutPlate_wDir) + + self.weldCutPlateModel = self.weldCutPlate.create_model() + + def get_beam_models(self): + """ + + :return: CAD mode for the beams + """ + beams = BRepAlgoAPI_Fuse(self.beam1Model, self.beam2Model).Shape() + + return beams + + def get_plate_models(self): + """ + :return: CAD model for all the plates + """ + + # Todo: Ad an ifelse statement for outer and inner plates + if self.B.preference != 'Outside': + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, + self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, + self.webPlate1Model, self.webPlate2Model] + else: + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.webPlate1Model, self.webPlate2Model] + plates = plates_sec[0] + + for comp in plates_sec[1:]: + plates = BRepAlgoAPI_Fuse(comp, plates).Shape() + + return plates + + def get_welded_modules(self): + """ + :return: CAD model for all the welds + """ + # Todo: Add an ifelse statement for outer and inner plate wleds + if self.B.preference != 'Outside': + welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, + self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, + self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ + self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, + self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, + self.webPlateWeldW21Model, self.webPlateWeldW22Model, \ + self.innerflangePlateWeldL11Model, self.innerflangePlateWeldL12Model, + self.innerflangePlateWeldL21Model, self.innerflangePlateWeldL22Model, + self.innerflangePlateWeldL31Model, self.innerflangePlateWeldL32Model, + self.innerflangePlateWeldL41Model, self.innerflangePlateWeldL42Model, \ + self.innerflangePlateWeldW11Model, self.innerflangePlateWeldW12Model, + self.innerflangePlateWeldW21Model, self.innerflangePlateWeldW22Model, + self.innerflangePlateWeldW31Model, self.innerflangePlateWeldW32Model, + self.innerflangePlateWeldW41Model, self.innerflangePlateWeldW42Model] + else: + welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, + self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, + self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ + self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, + self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, + self.webPlateWeldW21Model, self.webPlateWeldW22Model] + + welds = welded_sec[0] + + for comp in welded_sec[1:]: + welds = BRepAlgoAPI_Fuse(comp, welds).Shape() + + welds = BRepAlgoAPI_Cut(welds, self.weldCutPlateModel).Shape() + + return welds + # return self.webPlateWeldW22Model + + def get_models(self): + beams = self.get_beam_models() + plate_conectors = self.get_plate_models() + welds = self.get_welded_modules() + + CAD = BRepAlgoAPI_Fuse(beams, plate_conectors).Shape() + CAD = BRepAlgoAPI_Fuse(CAD, welds).Shape() + + return CAD + +if __name__ == '__main__': + from ...items.ISection import ISection + from ...items.plate import Plate + from ...items.filletweld import FilletWeld + + import OCC.Core.V3d + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + beam = ISection(B=250, T=13.5, D=450, t=9.8, R1=15, R2=75, alpha=94, length=1000, notchObj=None) + flangePlate = Plate(L=550, W=210, T=14) + innerFlangePlate = Plate(L=550, W=80, T=14) + webPlate = Plate(L=365, W=170, T=8) + gap = 10 + + flangePlateWeldL = FilletWeld(h=5, b=5, L=flangePlate.L) + flangePlateWeldW = FilletWeld(h=5, b=5, L=flangePlate.W) + + innerflangePlateWeldL = FilletWeld(h=5, b=5, L=innerFlangePlate.L) + innerflangePlateWeldW = FilletWeld(h=5, b=5, L=innerFlangePlate.W) + + webPlateWeldL = FilletWeld(h=5, b=5, L=webPlate.L) + webPlateWeldW = FilletWeld(h=5, b=5, L=webPlate.W) + + BBSpliceCoverPlateCAD = BBSpliceCoverPlateWeldedCAD(beam, flangePlate, innerFlangePlate, webPlate, gap, + flangePlateWeldL, flangePlateWeldW, innerflangePlateWeldL, + innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + + BBSpliceCoverPlateCAD.create_3DModel() + beam = BBSpliceCoverPlateCAD.get_beam_models() + plates = BBSpliceCoverPlateCAD.get_plate_models() + welds = BBSpliceCoverPlateCAD.get_welded_modules() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + # display.View.Rotate(45, 90, 45) + display.DisplayShape(beam, update=True) + display.DisplayShape(plates, color='BLUE', update=True) + display.DisplayShape(welds, color='RED', update=True) + + display.DisableAntiAliasing() + start_display() diff --git a/cad/ShearConnections/EndPlate/__init__.py b/osdag_core/cad/MomentConnections/BBSpliceCoverlateCAD/__init__.py similarity index 100% rename from cad/ShearConnections/EndPlate/__init__.py rename to osdag_core/cad/MomentConnections/BBSpliceCoverlateCAD/__init__.py diff --git a/cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py b/osdag_core/cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py similarity index 99% rename from cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py rename to osdag_core/cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py index ac19e6a53..61ed6ae85 100644 --- a/cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py +++ b/osdag_core/cad/MomentConnections/BCEndplate/BCE_nutBoltPlacement.py @@ -7,10 +7,10 @@ from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse import numpy as np -from cad.items.bolt import Bolt -from cad.items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt +from ...items.bolt import Bolt +from ...items.nut import Nut +from ...items.ModelUtils import getGpPt diff --git a/cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py b/osdag_core/cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py similarity index 99% rename from cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py rename to osdag_core/cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py index 1e168e985..d3ac80c00 100644 --- a/cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py +++ b/osdag_core/cad/MomentConnections/BCEndplate/BCEndplate_cadfile.py @@ -737,7 +737,7 @@ def get_welded_models(self): def get_nut_bolt_array_models(self): nut_bolts = self.nut_bolt_array.get_models() array = nut_bolts[0] - for comp in nut_bolts: + for comp in nut_bolts[1:]: array = BRepAlgoAPI_Fuse(comp, array).Shape() return array @@ -2323,7 +2323,7 @@ def get_welded_models(self): def get_nut_bolt_array_models(self): nut_bolts = self.nut_bolt_array.get_models() array = nut_bolts[0] - for comp in nut_bolts: + for comp in nut_bolts[1:]: array = BRepAlgoAPI_Fuse(comp, array).Shape() return array diff --git a/cad/ShearConnections/FinPlate/__init__.py b/osdag_core/cad/MomentConnections/BCEndplate/__init__.py similarity index 100% rename from cad/ShearConnections/FinPlate/__init__.py rename to osdag_core/cad/MomentConnections/BCEndplate/__init__.py diff --git a/cad/MomentConnections/CCEndPlateCAD/CAD.py b/osdag_core/cad/MomentConnections/CCEndPlateCAD/CAD.py similarity index 97% rename from cad/MomentConnections/CCEndPlateCAD/CAD.py rename to osdag_core/cad/MomentConnections/CCEndPlateCAD/CAD.py index 786079c52..003257797 100644 --- a/cad/MomentConnections/CCEndPlateCAD/CAD.py +++ b/osdag_core/cad/MomentConnections/CCEndPlateCAD/CAD.py @@ -315,13 +315,13 @@ def get_models(self): if __name__ == '__main__': - from cad.items.ISection import ISection - from cad.items.plate import Plate - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.filletweld import FilletWeld - from cad.items.groove_weld import GrooveWeld - from cad.MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray + from ...items.ISection import ISection + from ...items.plate import Plate + from ...items.bolt import Bolt + from ...items.nut import Nut + from ...items.filletweld import FilletWeld + from ...items.groove_weld import GrooveWeld + from ...MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray import OCC.Core.V3d diff --git a/cad/ShearConnections/SeatedAngle/__init__.py b/osdag_core/cad/MomentConnections/CCEndPlateCAD/__init__.py similarity index 100% rename from cad/ShearConnections/SeatedAngle/__init__.py rename to osdag_core/cad/MomentConnections/CCEndPlateCAD/__init__.py diff --git a/osdag_core/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py b/osdag_core/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py new file mode 100644 index 000000000..4452aad9a --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCEndPlateCAD/nutBoltPlacement.py @@ -0,0 +1,384 @@ +""" +created on 02-06-2020 +@auther: Anand Swaroop +""" + +import numpy as np +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from ...items.ModelUtils import getGpPt +from ...items.bolt import Bolt +from ...items.nut import Nut + + +class NutBoltArray(object): + def __init__(self, Obj, column, nut, bolt, nut_space): + + self.Obj = Obj + self.column = column + self.nut = nut + self.bolt = bolt + self.gap = nut_space + + self.origin = None + self.gaugeDir = None + self.pitchDir = None + self.boltDir = None + + self.initBoltPlaceParams(Obj) + + self.bolts = [] + self.nuts = [] + self.initialiseNutBolts() + + self.positions = [] + + self.models = [] + + def initialiseNutBolts(self): + """ + Initialise the Nut and Bolt + """ + b = self.bolt + n = self.nut + for i in range(self.numOfBolts): + bolt_length_required = float(b.T + self.gap) + b.H = bolt_length_required + (bolt_length_required - 5) % 5 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + + def initBoltPlaceParams(self, Obj): + self.row = int(Obj.n_bw) # int(Obj.n_bw) # 4 # #4 + self.col = int(Obj.n_bf) * 2 # 2 # int(Obj.n_bf * 2) #4 # #4 + self.webcol = 2 + self.numOfBolts = Obj.no_bolts # 12 # + self.endDist = Obj.end_dist + + self.pitch = Obj.pitch + self.p2flange = Obj.p_2_flange + self.p2web = Obj.p_2_web + # self.webColgauge = 2 * self.endDist + self.column.t + self.edgeDist = self.column.B / 2 - self.endDist - self.column.t / 2 + # todo for flush plate + if Obj.connection == "Flush End Plate": + if self.row == 2: + self.pitchDist = [self.endDist + self.column.T, self.p2web] + elif self.row == 3: + self.pitchDist = [self.endDist + self.column.T, self.p2web, self.p2web] + elif self.row == 4: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.p2web, self.pitch] + elif self.row == 5: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.p2web, self.p2web, self.pitch] + + elif self.row == 6: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch] + elif self.row == 7: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch] + elif self.row == 8: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch] + elif self.row == 9: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch] + elif self.row == 10: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 11: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.pitch,self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 12: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 13: + self.pitchDist = [self.endDist + self.column.T, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 14: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 15: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 16: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 17: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 18: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 19: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + elif self.row == 20: + self.pitchDist = [self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.p2web, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch] + + + elif Obj.connection == "Extended Both Ways": + self.row = self.row + 2 + if self.row == 4: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.p2web, + 2 * self.endDist + self.column.T] + elif self.row == 5: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.p2web, self.p2web, + 2 * self.endDist + self.column.T] + elif self.row == 6: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, + self.p2web, self.pitch, 2 * self.endDist + self.column.T] + elif self.row == 7: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, + self.p2web, self.p2web, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 8: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + elif self.row == 9: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 10: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 11: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 12: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 13: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 14: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 15: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 16: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 17: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 18: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 19: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch,self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch,self.pitch, self.pitch, + self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 20: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 21: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch,self.pitch, self.p2web, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch,self.pitch, self.pitch, + self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + elif self.row == 22: + self.pitchDist = [self.endDist, 2 * self.endDist + self.column.T, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.p2web, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, self.pitch, + self.pitch, self.pitch, 2 * self.endDist + self.column.T] + + if self.col == 2: + self.gauge = [self.edgeDist, 2 * self.endDist + self.column.t] # end+T+end + + elif self.col == 4: + self.gauge = [self.endDist, self.p2flange, 2 * self.endDist + self.column.t, self.p2flange] + elif self.col == 6: + self.gauge = [self.endDist, self.p2flange, self.p2flange, 2 * self.endDist + self.column.t, self.p2flange, + self.p2flange] + + elif self.col == 8: + self.gauge = [self.endDist, self.pitch, self.p2flange, self.pitch, 2 * self.endDist + self.column.t, + self.pitch, self.p2flange, self.pitch] + + elif self.col == 10: + self.gauge = [self.endDist, self.pitch, self.p2flange, self.p2flange, self.pitch, + self.column.t + 2 * self.endDist, self.pitch, self.p2flange, self.p2flange, self.pitch] + + elif self.col == 12: + self.gauge = [self.endDist, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, 2 * self.endDist + self.column.t, + self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch] + + elif self.col == 14: + self.gauge = [self.endDist, self.pitch, self.pitch, self.p2flange, self.p2flange, self.pitch, self.pitch, 2 * self.endDist + self.column.t, + self.pitch, self.pitch, self.p2flange, self.p2flange, self.pitch, self.pitch] + + elif self.col == 16: + self.gauge = [self.endDist, self.pitch, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, self.pitch, 2 * self.endDist + self.column.t, + self.pitch, self.pitch, self.pitch, self.p2flange, self.pitch, self.pitch, self.pitch] + + def calculatePositions(self): + self.positions = [] + + # Todo: if member == flush: + self.boltOrigin = self.origin # + (self.edgeDist + self.column.t) * self.gaugeDir + # self.boltOrigin = self.boltOrigin # + self.endDist * self.pitchDir + xrow = 0.0 + for rw in range(self.row): + xcol = 0.0 + xrow = xrow.__add__(self.pitchDist[rw]) + if self.Obj.connection == "Flush End Plate": + if rw == 0 or rw == self.row - 1: + for col in range(self.col): + xcol = xcol.__add__(self.gauge[col]) + pos = self.boltOrigin + pos = pos + xrow * self.pitchDir + pos = pos + xcol * self.gaugeDir + + self.positions.append(pos) + + else: + for col in range(self.webcol): + # xcol = xcol.__add__(self.gauge[col]) + pos = self.boltOrigin + self.edgeDist * self.gaugeDir + pos = pos + xrow * self.pitchDir + pos = pos + col * (2 * self.endDist + self.column.t) * self.gaugeDir + + self.positions.append(pos) + + else: + if rw == 0 or rw == 1 or rw == self.row - 1 or rw == self.row - 2: + for col in range(self.col): + xcol = xcol.__add__(self.gauge[col]) + pos = self.boltOrigin + pos = pos + xrow * self.pitchDir + pos = pos + xcol * self.gaugeDir + + self.positions.append(pos) + + else: + for col in range(self.webcol): + # xcol = xcol.__add__(self.gauge[col]) + pos = self.boltOrigin + self.edgeDist * self.gaugeDir + pos = pos + xrow * self.pitchDir + pos = pos + col * (2 * self.endDist + self.column.t) * self.gaugeDir + + self.positions.append(pos) + + def place(self, origin, gaugeDir, pitchDir, boltDir): + """ + :param origin: Origin for bolt placement + :param gaugeDir: gauge distance direction + :param pitchDir: pitch distance direction + :param boltDir: bolts screwing direction + :return: + """ + + self.origin = origin + self.gaugeDir = gaugeDir + self.pitchDir = pitchDir + self.boltDir = boltDir + + self.calculatePositions() + + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gaugeDir, boltDir) + self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, + -boltDir) # gap here is between bolt head and nut + + def create_model(self): + """ + + :return: cad model of nut bolt arrangement + """ + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + + dbg = self.dbgSphere(self.origin) # TODO : know why sphere is appended to the model (by Anand Swaroop) + self.models.append(dbg) + + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + def dbgSphere(self, pt): + """ + TODO : know why sphere is appended to the model, if no reason than remove sphere from all the cad files (by Anand Swaroop) + :param pt: pt of origin for the nut bol placement + :return: returns the sphere + """ + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_models(self): + """ + + :return: cad model for nut and bolt arrangement + """ + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + +if __name__ == '__main__': + from ...items.bolt import Bolt + from ...items.nut import Nut + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + bolt = Bolt(R=6, T=5, H=6, r=3) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + Obj = '6' + + nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) + + nut_bolt_array.place(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir) + nut_bolt_array.create_model() + + array = nut_bolt_array.get_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, color='YELLOW', update=True) + # display.DisplayShape(parray, color= 'BLUE', update=True) + display.DisableAntiAliasing() + start_display() diff --git a/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py new file mode 100644 index 000000000..8a05dc64d --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/BoltedCAD.py @@ -0,0 +1,304 @@ +""" +created on 14-04-2020 +Optimized to reduce BRepAlgoAPI_Fuse and BRepAlgoAPI_Cut calls +""" + +import numpy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from OCC.Core.TopoDS import TopoDS_Shape, topods +from OCC.Core.BOPAlgo import BOPAlgo_Builder +from OCC.Core.TopTools import TopTools_ListOfShape +import copy + +class CCSpliceCoverPlateBoltedCAD(object): + def __init__(self, C, column, flangePlate, innerFlangePlate, webPlate, nut_bolt_array_AF, nut_bolt_array_BF, nut_bolt_array_Web): + + self.C = C + self.column = column + self.flangePlate = flangePlate + self.innerFlangePlate = innerFlangePlate + self.webPlate = webPlate + self.nut_bolt_array_AF = nut_bolt_array_AF + self.nut_bolt_array_BF = nut_bolt_array_BF + self.nut_bolt_array_Web = nut_bolt_array_Web + + self.gap = float(self.C.flange_plate.gap) + + self.column1 = copy.deepcopy(self.column) + self.column2 = copy.deepcopy(self.column) + + self.flangePlate1 = copy.deepcopy(self.flangePlate) + self.flangePlate2 = copy.deepcopy(self.flangePlate) + + self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) + + self.webPlate1 = copy.deepcopy(self.webPlate) + self.webPlate2 = copy.deepcopy(self.webPlate) + + def create_3DModel(self): + ''' + :return: CAD model of each of the followings. Debugging each command below would give give clear picture + ''' + + self.createColumnGeometry() + self.createPlateGeometry() + self.create_nut_bolt_array() + + def createColumnGeometry(self): + """ + + :return: Geometric Orientation of this component + """ + column1Origin = numpy.array([0.0, 0.0, self.gap/2]) + column1_uDir = numpy.array([1.0, 0.0, 0.0]) + column1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.column1.place(column1Origin, column1_uDir, column1_wDir) + + self.column1Model = self.column1.create_model() + + column2Origin = numpy.array([0.0, 0.0, -self.gap/2]) + column2_uDir = numpy.array([1.0, 0.0, 0.0]) + column2_wDir = numpy.array([0.0, 0.0, -1.0]) + self.column2.place(column2Origin, column2_uDir, column2_wDir) + + self.column2Model = self.column2.create_model() + + def createPlateGeometry(self): + flangePlate1Origin = numpy.array([-self.flangePlate.W/2, (self.column.D + self.flangePlate.T)/2, 0.0]) + flangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) + + self.flangePlate1Model = self.flangePlate1.create_model() + + flangePlate2Origin = numpy.array([-self.flangePlate.W/2, -(self.column.D + self.flangePlate.T)/2, 0.0]) + flangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) + + self.flangePlate2Model = self.flangePlate2.create_model() + + webPlate1Origin = numpy.array([(self.column.t + self.webPlate.T)/2, -self.webPlate.W/2, 0.0]) + webPlate1_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlate1_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) + + self.webPlate1Model = self.webPlate1.create_model() + + webPlate2Origin = numpy.array([-(self.column.t + self.webPlate.T)/2, -self.webPlate.W/2, 0.0]) + webPlate2_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlate2_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) + + self.webPlate2Model = self.webPlate2.create_model() + + if self.C.preference != 'Outside': + innerFlangePlatespacing = self.column.B/2 - self.innerFlangePlate.W + innerFlangePlate1Origin = numpy.array([innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T)/2 - self.column.T, 0.0]) + innerFlangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) + + self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() + + innerFlangePlate2Origin = numpy.array([innerFlangePlatespacing, -(self.column.D - self.innerFlangePlate.T)/2 + self.column.T, 0.0]) + innerFlangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) + + self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() + + innerFlangePlate3Origin = numpy.array([-innerFlangePlatespacing, -(self.column.D --- self.innerFlangePlate.T)/2 + self.column.T, 0.0]) + innerFlangePlate3_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate3_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) + + self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() + + innerFlangePlate4Origin = numpy.array([-innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T)/2 - self.column.T, 0.0]) + innerFlangePlate4_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate4_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) + + self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() + + + def create_nut_bolt_array(self): + + nutBoltOriginAF = self.flangePlate1.sec_origin + numpy.array([0.0, self.flangePlate.T/2, -self.flangePlate.L/2]) + + gaugeDirAF = numpy.array([1.0, 0, 0]) + pitchDirAF = numpy.array([0, 0.0, 1.0]) + boltDirAF = numpy.array([0, -1.0, 0.0]) + width = self.column.B + self.nut_bolt_array_AF.placeAF(nutBoltOriginAF, gaugeDirAF, pitchDirAF, boltDirAF, width) + self.nut_bolt_array_AF.create_modelAF() + + nutBoltOriginBF = self.flangePlate2.sec_origin + numpy.array([0.0, -self.flangePlate.T/2, -self.flangePlate.L/2]) + + gaugeDirBF = numpy.array([1.0, 0, 0]) + pitchDirBF = numpy.array([0, 0.0, 1.0]) + boltDirBF = numpy.array([0, 1.0, 0.0]) + width = self.column.B + self.nut_bolt_array_BF.placeBF(nutBoltOriginBF, gaugeDirBF, pitchDirBF, boltDirBF, width) + self.nut_bolt_array_BF.create_modelBF() + + boltWeb_X = self.webPlate.T / 2 + boltWeb_Y = self.webPlate.W + nutBoltOriginW = self.webPlate1.sec_origin + numpy.array([boltWeb_X, boltWeb_Y, -self.webPlate.L/2]) + gaugeDirW = numpy.array([0, 0.0, 1.0]) + pitchDirW = numpy.array([0, -1.0, .0]) + boltDirW = numpy.array([-1.0, 0, 0]) + self.nut_bolt_array_Web.placeW(nutBoltOriginW, gaugeDirW, pitchDirW, boltDirW) + self.nut_bolt_array_Web.create_modelW() + + return nutBoltOriginAF + + def multi_fusion(self, shapes): + """ + Fuse multiple shapes using BOPAlgo_Builder instead of multiple BRepAlgoAPI_Fuse calls + """ + if not shapes: + return None + + if len(shapes) == 1: + return shapes[0] + + # Create a BOPAlgo_Builder object for multi-fusion + builder = BOPAlgo_Builder() + + # Create a TopTools_ListOfShape and add all shapes to it + shape_list = TopTools_ListOfShape() + for shape in shapes: + shape_list.Append(shape) + + # Set the shapes to be fused + builder.SetArguments(shape_list) + + # Perform the operation + builder.Perform() + + # Return the result + if not builder.HasErrors(): + print("Using BOPAlgo_Builder for multi-fusion") + return builder.Shape() + else: + print("Using Fuse") + # Fallback to traditional method if BOPAlgo_Builder fails + result = shapes[0] + for shape in shapes[1:]: + result = BRepAlgoAPI_Fuse(result, shape).Shape() + return result + + def get_column_models(self): + """ + :return: CAD mode for the columns + """ + columns = BRepAlgoAPI_Fuse(self.column1Model, self.column2Model).Shape() + return columns + + def get_plate_models(self): + """ + :return: CAD model for all the plates + """ + if self.C.preference != 'Outside': + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, + self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, + self.webPlate1Model, self.webPlate2Model] + else: + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, + self.webPlate1Model, self.webPlate2Model] + + # Use multi-fusion instead of sequential fusing + return self.multi_fusion(plates_sec) + + def get_nut_bolt_models(self): + """ + :return: CAD model for all nut_bolt_arrangments + """ + # Get all bolt models + nut_bolts_AF = self.nut_bolt_array_AF.get_modelsAF() + nut_bolts_BF = self.nut_bolt_array_BF.get_modelsBF() + nut_bolts_W = self.nut_bolt_array_Web.get_modelsW() + + # Combine all bolt models into a single list for multi-fusion + all_bolt_models = nut_bolts_AF + nut_bolts_BF + nut_bolts_W + + # Use multi-fusion to fuse all bolt models at once + return self.multi_fusion(all_bolt_models) + + def get_only_column_models(self): + columns = self.get_column_models() + nutbolt = self.get_nut_bolt_models() + + # Since we can't use multi_cut with BOPAlgo_Builder directly, + # we'll use the BRepAlgoAPI_Cut but minimize the number of calls + onlycolumn = BRepAlgoAPI_Cut(columns, nutbolt).Shape() + + return onlycolumn + + def get_models(self): + columns = self.get_column_models() + plate_conectors = self.get_plate_models() + + # Use multi_fusion instead of BRepAlgoAPI_Fuse + CAD = self.multi_fusion([columns, plate_conectors]) + + return CAD + +if __name__ == '__main__': + from ...items.ISection import ISection + from ...items.plate import Plate + from ...items.bolt import Bolt + from ...items.nut import Nut + from .nutBoltPlacement_AF import NutBoltArray_AF + from .nutBoltPlacement_BF import NutBoltArray_BF + from .nutBoltPlacement_Web import NutBoltArray_Web + import numpy + + import OCC.Core.V3d + + from OCC.Core.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + display, start_display, add_menu, add_function_to_menu = init_display() + + column = ISection(B= 206.4, T= 17.3, D= 215.8, t= 10, R1= 15, R2= 75, alpha= 94, length= 1000, notchObj= None) + flangePlate = Plate(L= 240, W= 203.6, T= 10) + innerFlangePlate = Plate(L= 240, W= 85, T= 10) + webPlate = Plate(L= 600, W= 120, T= 8) + gap = 10 + + bolt = Bolt(R=12, T=5, H=6, r=6) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 2*flangePlate.T + column.T + Obj = '6' + numOfboltsF = 24 + plateAbvFlangeL = 100 + + nut_bolt_array_AF = NutBoltArray_AF(Obj, nut, bolt, numOfboltsF, nut_space) + nut_bolt_array_BF = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space) + numOfboltsF = 24 + nut_space = 2 * webPlate.T + column.t + nut_bolt_array_Web = NutBoltArray_Web(Obj, nut, bolt, numOfboltsF, nut_space) + + CCSpliceCoverPlateCAD = CCSpliceCoverPlateBoltedCAD(column, flangePlate, innerFlangePlate, webPlate, gap, nut_bolt_array_AF, nut_bolt_array_BF, nut_bolt_array_Web) + + CCSpliceCoverPlateCAD.create_3DModel() + column = CCSpliceCoverPlateCAD.get_column_models() + plates = CCSpliceCoverPlateCAD.get_plate_models() + nut_bolt_array = CCSpliceCoverPlateCAD.get_nut_bolt_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + + # display.View.Rotate(45, 90, 45) + display.DisplayShape(column, update=True) + display.DisplayColoredShape(plates, color='BLUE', update=True) + display.DisplayShape(nut_bolt_array, color='YELLOW', update=True) + + display.DisableAntiAliasing() + start_display() \ No newline at end of file diff --git a/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py new file mode 100644 index 000000000..f2cf34c52 --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/WeldedCAD.py @@ -0,0 +1,596 @@ +""" +created on 14-04-2020 + +""" + +import numpy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from ...items.plate import Plate +import copy + + +class CCSpliceCoverPlateWeldedCAD(object): + def __init__(self, C, column, flangePlate, innerFlangePlate, webPlate, flangePlateWeldL, flangePlateWeldW, + innerflangePlateWeldL, innerflangePlateWeldW, webPlateWeldL, webPlateWeldW): + + self.C = C + self.column = column + self.flangePlate = flangePlate + self.innerFlangePlate = innerFlangePlate + self.webPlate = webPlate + self.flangePlateWeldL = flangePlateWeldL + self.flangePlateWeldW = flangePlateWeldW + self.webPlateWeldL = webPlateWeldL + self.webPlateWeldW = webPlateWeldW + self.innerflangePlateWeldL = innerflangePlateWeldL + self.innerflangePlateWeldW = innerflangePlateWeldW + + self.gap = float(self.C.flange_plate.gap) + self.flangespace = float(self.C.flangespace) + self.webspace = float(self.C.webspace) + + self.column1 = copy.deepcopy(self.column) + self.column2 = copy.deepcopy(self.column) + + self.flangePlate1 = copy.deepcopy(self.flangePlate) + self.flangePlate2 = copy.deepcopy(self.flangePlate) + + self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate) + self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate) + + self.webPlate1 = copy.deepcopy(self.webPlate) + self.webPlate2 = copy.deepcopy(self.webPlate) + + # nuber top to bottom + self.flangePlateWeldL11 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL12 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL21 = copy.deepcopy(self.flangePlateWeldL) + self.flangePlateWeldL22 = copy.deepcopy(self.flangePlateWeldL) + + self.flangePlateWeldW11 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW12 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW21 = copy.deepcopy(self.flangePlateWeldW) + self.flangePlateWeldW22 = copy.deepcopy(self.flangePlateWeldW) + + # Todo: update numbering + self.webPlateWeldL11 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL12 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL21 = copy.deepcopy(self.webPlateWeldL) + self.webPlateWeldL22 = copy.deepcopy(self.webPlateWeldL) + + self.webPlateWeldW11 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW12 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW21 = copy.deepcopy(self.webPlateWeldW) + self.webPlateWeldW22 = copy.deepcopy(self.webPlateWeldW) + + # numbering is clock wise starting from right side top plate + self.innerflangePlateWeldL11 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL12 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL21 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL22 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL31 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL32 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL41 = copy.deepcopy(self.innerflangePlateWeldL) + self.innerflangePlateWeldL42 = copy.deepcopy(self.innerflangePlateWeldL) + + self.innerflangePlateWeldW11 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW12 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW21 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW22 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW31 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW32 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW41 = copy.deepcopy(self.innerflangePlateWeldW) + self.innerflangePlateWeldW42 = copy.deepcopy(self.innerflangePlateWeldW) + + self.weldCutPlate = Plate(L=self.column.D + 4 * self.flangePlate.T, W=self.column.B + 2 * self.flangePlate.T, + T=self.gap) + + def create_3DModel(self): + ''' + :return: CAD model of each of the followings. Debugging each command below would give give clear picture + ''' + + self.createColumnGeometry() + self.createPlateGeometry() + self.createWeldedGeometry() + + + def createColumnGeometry(self): + """ + + :return: Geometric Orientation of this component + """ + column1Origin = numpy.array([0.0, 0.0, self.gap / 2]) + column1_uDir = numpy.array([1.0, 0.0, 0.0]) + column1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.column1.place(column1Origin, column1_uDir, column1_wDir) + + self.column1Model = self.column1.create_model() + + column2Origin = numpy.array([0.0, 0.0, -self.gap / 2]) + column2_uDir = numpy.array([1.0, 0.0, 0.0]) + column2_wDir = numpy.array([0.0, 0.0, -1.0]) + self.column2.place(column2Origin, column2_uDir, column2_wDir) + + self.column2Model = self.column2.create_model() + + def createPlateGeometry(self): + flangePlate1Origin = numpy.array([-self.flangePlate.W / 2, (self.column.D + self.flangePlate.T) / 2, 0.0]) + flangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlate1.place(flangePlate1Origin, flangePlate1_uDir, flangePlate1_wDir) + + self.flangePlate1Model = self.flangePlate1.create_model() + + flangePlate2Origin = numpy.array([-self.flangePlate.W / 2, -(self.column.D + self.flangePlate.T) / 2, 0.0]) + flangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlate2.place(flangePlate2Origin, flangePlate2_uDir, flangePlate2_wDir) + + self.flangePlate2Model = self.flangePlate2.create_model() + + webPlate1Origin = numpy.array([(self.column.t + self.webPlate.T) / 2, -self.webPlate.W / 2, 0.0]) + webPlate1_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlate1_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlate1.place(webPlate1Origin, webPlate1_uDir, webPlate1_wDir) + + self.webPlate1Model = self.webPlate1.create_model() + + webPlate2Origin = numpy.array([-(self.column.t + self.webPlate.T) / 2, -self.webPlate.W / 2, 0.0]) + webPlate2_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlate2_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlate2.place(webPlate2Origin, webPlate2_uDir, webPlate2_wDir) + + self.webPlate2Model = self.webPlate2.create_model() + + if self.C.preference != 'Outside': + innerFlangePlatespacing = self.flangespace + self.column.t / 2 + self.column.R1 + innerFlangePlate1Origin = numpy.array( + [innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T) / 2 - self.column.T, 0.0]) + innerFlangePlate1_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerFlangePlate1.place(innerFlangePlate1Origin, innerFlangePlate1_uDir, innerFlangePlate1_wDir) + + self.innerFlangePlate1Model = self.innerFlangePlate1.create_model() + + innerFlangePlate2Origin = numpy.array( + [innerFlangePlatespacing, -(self.column.D - self.innerFlangePlate.T) / 2 + self.column.T, 0.0]) + innerFlangePlate2_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerFlangePlate2.place(innerFlangePlate2Origin, innerFlangePlate2_uDir, innerFlangePlate2_wDir) + + self.innerFlangePlate2Model = self.innerFlangePlate2.create_model() + + innerFlangePlate3Origin = numpy.array( + [-innerFlangePlatespacing, -(self.column.D - -- self.innerFlangePlate.T) / 2 + self.column.T, 0.0]) + innerFlangePlate3_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate3_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerFlangePlate3.place(innerFlangePlate3Origin, innerFlangePlate3_uDir, innerFlangePlate3_wDir) + + self.innerFlangePlate3Model = self.innerFlangePlate3.create_model() + + innerFlangePlate4Origin = numpy.array( + [-innerFlangePlatespacing, (self.column.D - self.innerFlangePlate.T) / 2 - self.column.T, 0.0]) + innerFlangePlate4_uDir = numpy.array([0.0, 1.0, 0.0]) + innerFlangePlate4_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerFlangePlate4.place(innerFlangePlate4Origin, innerFlangePlate4_uDir, innerFlangePlate4_wDir) + + self.innerFlangePlate4Model = self.innerFlangePlate4.create_model() + + def createWeldedGeometry(self): + + # Flangeplate1 + flangePlateWeldL11Origin = numpy.array( + [self.flangePlate.W / 2, (self.column.D) / 2, self.flangePlateWeldL.L / 2]) + flangePlateWeldL11_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldL11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.flangePlateWeldL11.place(flangePlateWeldL11Origin, flangePlateWeldL11_uDir, flangePlateWeldL11_wDir) + + self.flangePlateWeldL11Model = self.flangePlateWeldL11.create_model() + + flangePlateWeldL12Origin = numpy.array( + [-self.flangePlate.W / 2, (self.column.D) / 2, -self.flangePlateWeldL.L / 2]) + flangePlateWeldL12_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldL12_wDir = numpy.array([0.0, 0.0, 1.0]) + self.flangePlateWeldL12.place(flangePlateWeldL12Origin, flangePlateWeldL12_uDir, flangePlateWeldL12_wDir) + + self.flangePlateWeldL12Model = self.flangePlateWeldL12.create_model() + + flangePlateWeldW11Origin = numpy.array( + [-self.flangePlate.W / 2, (self.column.D) / 2, self.flangePlateWeldL.L / 2]) + flangePlateWeldW11_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldW11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlateWeldW11.place(flangePlateWeldW11Origin, flangePlateWeldW11_uDir, flangePlateWeldW11_wDir) + + self.flangePlateWeldW11Model = self.flangePlateWeldW11.create_model() + + flangePlateWeldW12Origin = numpy.array( + [self.flangePlate.W / 2, (self.column.D) / 2, -self.flangePlateWeldL.L / 2]) + flangePlateWeldW12_uDir = numpy.array([0.0, 1.0, 0.0]) + flangePlateWeldW12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.flangePlateWeldW12.place(flangePlateWeldW12Origin, flangePlateWeldW12_uDir, flangePlateWeldW12_wDir) + + self.flangePlateWeldW12Model = self.flangePlateWeldW12.create_model() + + # FlangePlate2 + flangePlateWeldL21Origin = numpy.array( + [self.flangePlate.W / 2, -(self.column.D) / 2, -self.flangePlateWeldL.L / 2]) + flangePlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.flangePlateWeldL21.place(flangePlateWeldL21Origin, flangePlateWeldL21_uDir, flangePlateWeldL21_wDir) + + self.flangePlateWeldL21Model = self.flangePlateWeldL21.create_model() + + flangePlateWeldL22Origin = numpy.array( + [-self.flangePlate.W / 2, -(self.column.D) / 2, self.flangePlateWeldL.L / 2]) + flangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) + self.flangePlateWeldL22.place(flangePlateWeldL22Origin, flangePlateWeldL22_uDir, flangePlateWeldL22_wDir) + + self.flangePlateWeldL22Model = self.flangePlateWeldL22.create_model() + + flangePlateWeldW21Origin = numpy.array( + [self.flangePlate.W / 2, -(self.column.D) / 2, self.flangePlateWeldL.L / 2]) + flangePlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldW21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.flangePlateWeldW21.place(flangePlateWeldW21Origin, flangePlateWeldW21_uDir, flangePlateWeldW21_wDir) + + self.flangePlateWeldW21Model = self.flangePlateWeldW21.create_model() + + flangePlateWeldW22Origin = numpy.array( + [-self.flangePlate.W / 2, -(self.column.D) / 2, -self.flangePlateWeldL.L / 2]) + flangePlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) + flangePlateWeldW22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.flangePlateWeldW22.place(flangePlateWeldW22Origin, flangePlateWeldW22_uDir, flangePlateWeldW22_wDir) + + self.flangePlateWeldW22Model = self.flangePlateWeldW22.create_model() + + # Webplate1 (right side) + webPlateWeldL11Origin = numpy.array([(self.column.t) / 2, self.webPlate.W / 2, -self.webPlate.L / 2]) + webPlateWeldL11_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlateWeldL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlateWeldL11.place(webPlateWeldL11Origin, webPlateWeldL11_uDir, webPlateWeldL11_wDir) + + self.webPlateWeldL11Model = self.webPlateWeldL11.create_model() + + webPlateWeldL12Origin = numpy.array([(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) + webPlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) + webPlateWeldL12_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlateWeldL12.place(webPlateWeldL12Origin, webPlateWeldL12_uDir, webPlateWeldL12_wDir) + + self.webPlateWeldL12Model = self.webPlateWeldL12.create_model() + + webPlateWeldW11Origin = numpy.array([(self.column.t) / 2, self.webPlate.W / 2, self.webPlate.L / 2]) + webPlateWeldW11_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlateWeldW11_wDir = numpy.array([0.0, -1.0, 0.0]) + self.webPlateWeldW11.place(webPlateWeldW11Origin, webPlateWeldW11_uDir, webPlateWeldW11_wDir) + + self.webPlateWeldW11Model = self.webPlateWeldW11.create_model() + + webPlateWeldW12Origin = numpy.array([(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) + webPlateWeldW12_uDir = numpy.array([1.0, 0.0, 0.0]) + webPlateWeldW12_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlateWeldW12.place(webPlateWeldW12Origin, webPlateWeldW12_uDir, webPlateWeldW12_wDir) + + self.webPlateWeldW12Model = self.webPlateWeldW12.create_model() + + # Webplate2 + webPlateWeldL21Origin = numpy.array([-(self.column.t) / 2, -self.webPlate.W / 2, -self.webPlate.L / 2]) + webPlateWeldL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + webPlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.webPlateWeldL21.place(webPlateWeldL21Origin, webPlateWeldL21_uDir, webPlateWeldL21_wDir) + + self.webPlateWeldL21Model = self.webPlateWeldL21.create_model() + + webPlateWeldL22Origin = numpy.array([-(self.column.t) / 2, self.webPlate.W / 2, self.webPlate.L / 2]) + webPlateWeldL22_uDir = numpy.array([-1.0, 0.0, 0.0]) + webPlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) + self.webPlateWeldL22.place(webPlateWeldL22Origin, webPlateWeldL22_uDir, webPlateWeldL22_wDir) + + self.webPlateWeldL22Model = self.webPlateWeldL22.create_model() + + webPlateWeldW21Origin = numpy.array([-(self.column.t) / 2, -self.webPlate.W / 2, self.webPlate.L / 2]) + webPlateWeldW21_uDir = numpy.array([-1.0, 0.0, 0.0]) + webPlateWeldW21_wDir = numpy.array([0.0, 1.0, 0.0]) + self.webPlateWeldW21.place(webPlateWeldW21Origin, webPlateWeldW21_uDir, webPlateWeldW21_wDir) + + self.webPlateWeldW21Model = self.webPlateWeldW21.create_model() + + webPlateWeldW22Origin = numpy.array([-(self.column.t) / 2, self.webPlate.W / 2, -self.webPlate.L / 2]) + webPlateWeldW22_uDir = numpy.array([-1.0, 0.0, 0.0]) + webPlateWeldW22_wDir = numpy.array([0.0, -1.0, 0.0]) + self.webPlateWeldW22.place(webPlateWeldW22Origin, webPlateWeldW22_uDir, webPlateWeldW22_wDir) + + self.webPlateWeldW22Model = self.webPlateWeldW22.create_model() + + if self.C.preference != 'Outside': + # innerplate1 (right top) + innerFlangePlatespacing = self.flangespace + self.column.t / 2 + self.column.R1 + innerflangePlateWeldL11Origin = numpy.array( + [innerFlangePlatespacing + self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, + -self.innerFlangePlate.L / 2]) + innerflangePlateWeldL11_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.innerflangePlateWeldL11.place(innerflangePlateWeldL11Origin, innerflangePlateWeldL11_uDir, + innerflangePlateWeldL11_wDir) + + self.innerflangePlateWeldL11Model = self.innerflangePlateWeldL11.create_model() + + innerflangePlateWeldL12Origin = numpy.array( + [innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, self.innerFlangePlate.L / 2]) + innerflangePlateWeldL12_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL12_wDir = numpy.array([0.0, 0.0, -1.0]) + self.innerflangePlateWeldL12.place(innerflangePlateWeldL12Origin, innerflangePlateWeldL12_uDir, + innerflangePlateWeldL12_wDir) + + self.innerflangePlateWeldL12Model = self.innerflangePlateWeldL12.create_model() + + innerflangePlateWeldW11Origin = numpy.array( + [innerFlangePlatespacing + self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, + self.innerFlangePlate.L / 2]) + innerflangePlateWeldW11_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldW11_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldW11.place(innerflangePlateWeldW11Origin, innerflangePlateWeldW11_uDir, + innerflangePlateWeldW11_wDir) + + self.innerflangePlateWeldW11Model = self.innerflangePlateWeldW11.create_model() + + innerflangePlateWeldW12Origin = numpy.array( + [innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, -self.innerFlangePlate.L / 2]) + innerflangePlateWeldW12_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldW12_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldW12.place(innerflangePlateWeldW12Origin, innerflangePlateWeldW12_uDir, + innerflangePlateWeldW12_wDir) + + self.innerflangePlateWeldW12Model = self.innerflangePlateWeldW12.create_model() + + # innerplate2 (top left) + innerflangePlateWeldL21Origin = numpy.array( + [-innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, -self.innerFlangePlate.L / 2]) + innerflangePlateWeldL21_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.innerflangePlateWeldL21.place(innerflangePlateWeldL21Origin, innerflangePlateWeldL21_uDir, + innerflangePlateWeldL21_wDir) + + self.innerflangePlateWeldL21Model = self.innerflangePlateWeldL21.create_model() + + innerflangePlateWeldL22Origin = numpy.array( + [-innerFlangePlatespacing - self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, + self.innerFlangePlate.L / 2]) + innerflangePlateWeldL22_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldL22_wDir = numpy.array([0.0, 0.0, -1.0]) + self.innerflangePlateWeldL22.place(innerflangePlateWeldL22Origin, innerflangePlateWeldL22_uDir, + innerflangePlateWeldL22_wDir) + + self.innerflangePlateWeldL22Model = self.innerflangePlateWeldL22.create_model() + + innerflangePlateWeldW21Origin = numpy.array( + [-innerFlangePlatespacing, (self.column.D) / 2 - self.column.T, self.innerFlangePlate.L / 2]) + innerflangePlateWeldW21_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldW21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldW21.place(innerflangePlateWeldW21Origin, innerflangePlateWeldW21_uDir, + innerflangePlateWeldW21_wDir) + + self.innerflangePlateWeldW21Model = self.innerflangePlateWeldW21.create_model() + + innerflangePlateWeldW22Origin = numpy.array( + [-innerFlangePlatespacing - self.innerFlangePlate.W, (self.column.D) / 2 - self.column.T, + -self.innerFlangePlate.L / 2]) + innerflangePlateWeldW22_uDir = numpy.array([0.0, -1.0, 0.0]) + innerflangePlateWeldW22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldW22.place(innerflangePlateWeldW22Origin, innerflangePlateWeldW22_uDir, + innerflangePlateWeldW22_wDir) + + self.innerflangePlateWeldW22Model = self.innerflangePlateWeldW22.create_model() + + # innerplate3 (Right bottom) + innerflangePlateWeldL31Origin = numpy.array( + [innerFlangePlatespacing + self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, + self.innerFlangePlate.L / 2]) + innerflangePlateWeldL31_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL31_wDir = numpy.array([0.0, 0.0, -1.0]) + self.innerflangePlateWeldL31.place(innerflangePlateWeldL31Origin, innerflangePlateWeldL31_uDir, + innerflangePlateWeldL31_wDir) + + self.innerflangePlateWeldL31Model = self.innerflangePlateWeldL31.create_model() + + innerflangePlateWeldL32Origin = numpy.array( + [innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, -self.innerFlangePlate.L / 2]) + innerflangePlateWeldL32_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL32_wDir = numpy.array([0.0, 0.0, 1.0]) + self.innerflangePlateWeldL32.place(innerflangePlateWeldL32Origin, innerflangePlateWeldL32_uDir, + innerflangePlateWeldL32_wDir) + + self.innerflangePlateWeldL32Model = self.innerflangePlateWeldL32.create_model() + + innerflangePlateWeldW31Origin = numpy.array( + [innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, self.innerFlangePlate.L / 2]) + innerflangePlateWeldW31_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldW31_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldW31.place(innerflangePlateWeldW31Origin, innerflangePlateWeldW31_uDir, + innerflangePlateWeldW31_wDir) + + self.innerflangePlateWeldW31Model = self.innerflangePlateWeldW31.create_model() + + innerflangePlateWeldW32Origin = numpy.array( + [innerFlangePlatespacing + self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, + -self.innerFlangePlate.L / 2]) + innerflangePlateWeldW32_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldW32_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldW32.place(innerflangePlateWeldW32Origin, innerflangePlateWeldW32_uDir, + innerflangePlateWeldW32_wDir) + + self.innerflangePlateWeldW32Model = self.innerflangePlateWeldW32.create_model() + + # innetplate4 (left bottom) + innerflangePlateWeldL41Origin = numpy.array( + [-innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, self.innerFlangePlate.L / 2]) + innerflangePlateWeldL41_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL41_wDir = numpy.array([0.0, 0.0, -1.0]) + self.innerflangePlateWeldL41.place(innerflangePlateWeldL41Origin, innerflangePlateWeldL41_uDir, + innerflangePlateWeldL41_wDir) + + self.innerflangePlateWeldL41Model = self.innerflangePlateWeldL41.create_model() + + innerflangePlateWeldL42Origin = numpy.array( + [-innerFlangePlatespacing - self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, + -self.innerFlangePlate.L / 2]) + innerflangePlateWeldL42_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldL42_wDir = numpy.array([0.0, 0.0, 1.0]) + self.innerflangePlateWeldL42.place(innerflangePlateWeldL42Origin, innerflangePlateWeldL42_uDir, + innerflangePlateWeldL42_wDir) + + self.innerflangePlateWeldL42Model = self.innerflangePlateWeldL42.create_model() + + innerflangePlateWeldW41Origin = numpy.array( + [-innerFlangePlatespacing - self.innerFlangePlate.W, -(self.column.D) / 2 + self.column.T, + self.innerFlangePlate.L / 2]) + innerflangePlateWeldW41_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldW41_wDir = numpy.array([1.0, 0.0, 0.0]) + self.innerflangePlateWeldW41.place(innerflangePlateWeldW41Origin, innerflangePlateWeldW41_uDir, + innerflangePlateWeldW41_wDir) + + self.innerflangePlateWeldW41Model = self.innerflangePlateWeldW41.create_model() + + innerflangePlateWeldW42Origin = numpy.array( + [-innerFlangePlatespacing, -(self.column.D) / 2 + self.column.T, -self.innerFlangePlate.L / 2]) + innerflangePlateWeldW42_uDir = numpy.array([0.0, 1.0, 0.0]) + innerflangePlateWeldW42_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.innerflangePlateWeldW42.place(innerflangePlateWeldW42Origin, innerflangePlateWeldW42_uDir, + innerflangePlateWeldW42_wDir) + + self.innerflangePlateWeldW42Model = self.innerflangePlateWeldW42.create_model() + + # to cut the welds + weldCutPlateOrigin = numpy.array([-self.weldCutPlate.W / 2, 0.0, 0.0]) + weldCutPlate_uDir = numpy.array([0.0, 0.0, 1.0]) + weldCutPlate_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldCutPlate.place(weldCutPlateOrigin, weldCutPlate_uDir, weldCutPlate_wDir) + + self.weldCutPlateModel = self.weldCutPlate.create_model() + + def get_column_models(self): + """ + + :return: CAD mode for the columns + """ + columns = BRepAlgoAPI_Fuse(self.column1Model, self.column2Model).Shape() + + return columns + + def get_plate_models(self): + """ + :return: CAD model for all the plates + """ + + + if self.C.preference != 'Outside': + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, self.innerFlangePlate1Model, + self.innerFlangePlate2Model, self.innerFlangePlate3Model, self.innerFlangePlate4Model, + self.webPlate1Model, self.webPlate2Model] + else: + plates_sec = [self.flangePlate1Model, self.flangePlate2Model, + self.webPlate1Model, self.webPlate2Model] + + plates = plates_sec[0] + + for comp in plates_sec[1:]: + plates = BRepAlgoAPI_Fuse(comp, plates).Shape() + + return plates + + def get_welded_modules(self): + """ + :return: CAD model for all the welds + """ + if self.C.preference != 'Outside': + welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, + self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, + self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ + self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, + self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, + self.webPlateWeldW21Model, self.webPlateWeldW22Model, \ + self.innerflangePlateWeldL11Model, self.innerflangePlateWeldL12Model, + self.innerflangePlateWeldL21Model, self.innerflangePlateWeldL22Model, + self.innerflangePlateWeldL31Model, self.innerflangePlateWeldL32Model, + self.innerflangePlateWeldL41Model, self.innerflangePlateWeldL42Model, \ + self.innerflangePlateWeldW11Model, self.innerflangePlateWeldW12Model, + self.innerflangePlateWeldW21Model, self.innerflangePlateWeldW22Model, + self.innerflangePlateWeldW31Model, self.innerflangePlateWeldW32Model, + self.innerflangePlateWeldW41Model, self.innerflangePlateWeldW42Model] + else: + welded_sec = [self.flangePlateWeldL11Model, self.flangePlateWeldL12Model, self.flangePlateWeldL21Model, + self.flangePlateWeldL22Model, self.flangePlateWeldW11Model, self.flangePlateWeldW12Model, + self.flangePlateWeldW21Model, self.flangePlateWeldW22Model, \ + self.webPlateWeldL11Model, self.webPlateWeldL12Model, self.webPlateWeldL21Model, + self.webPlateWeldL22Model, self.webPlateWeldW11Model, self.webPlateWeldW12Model, + self.webPlateWeldW21Model, self.webPlateWeldW22Model] + + welds = welded_sec[0] + + for comp in welded_sec[1:]: + welds = BRepAlgoAPI_Fuse(comp, welds).Shape() + + welds = BRepAlgoAPI_Cut(welds, self.weldCutPlateModel).Shape() + + return welds + # return self.innerflangePlateWeldW42Model + + def get_models(self): + columns = self.get_column_models() + plate_conectors = self.get_plate_models() + welds = self.get_welded_modules() + + CAD = BRepAlgoAPI_Fuse(columns, plate_conectors).Shape() + CAD = BRepAlgoAPI_Fuse(CAD, welds).Shape() + + return CAD + +if __name__ == '__main__': + from ...items.ISection import ISection + from ...items.plate import Plate + from ...items.filletweld import FilletWeld + + import OCC.Core.V3d + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + column = ISection(B=250, T=13.5, D=450, t=9.8, R1=15, R2=75, alpha=94, length=1000, notchObj=None) + flangePlate = Plate(L=550, W=210, T=14) + innerFlangePlate = Plate(L=550, W=80, T=14) + webPlate = Plate(L=365, W=170, T=8) + gap = 10 + + flangePlateWeldL = FilletWeld(h=5, b=5, L=flangePlate.L) + flangePlateWeldW = FilletWeld(h=5, b=5, L=flangePlate.W) + + innerflangePlateWeldL = FilletWeld(h=5, b=5, L=innerFlangePlate.L) + innerflangePlateWeldW = FilletWeld(h=5, b=5, L=innerFlangePlate.W) + + webPlateWeldL = FilletWeld(h=5, b=5, L=webPlate.L) + webPlateWeldW = FilletWeld(h=5, b=5, L=webPlate.W) + + CCSpliceCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(column, flangePlate, innerFlangePlate, webPlate, gap, + flangePlateWeldL, flangePlateWeldW, innerflangePlateWeldL, + innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + + CCSpliceCoverPlateCAD.create_3DModel() + column = CCSpliceCoverPlateCAD.get_column_models() + plates = CCSpliceCoverPlateCAD.get_plate_models() + welds = CCSpliceCoverPlateCAD.get_welded_modules() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + # display.View.Rotate(45, 90, 45) + display.DisplayShape(column, update=True) + display.DisplayShape(plates, color='BLUE', update=True) + display.DisplayShape(welds, color='RED', update=True) + + display.DisableAntiAliasing() + start_display() diff --git a/cad/ShearConnections/__init__.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/__init__.py similarity index 100% rename from cad/ShearConnections/__init__.py rename to osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/__init__.py diff --git a/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py new file mode 100644 index 000000000..8d8aefae3 --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_AF.py @@ -0,0 +1,220 @@ +""" +created on 25-02-2018 + +@author: Siddhesh Chavan + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. + +""""" + +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ...items.ModelUtils import getGpPt +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + +class NutBoltArray_AF(): + def __init__(self, Obj, nut, bolt, numOfboltsF, nutSpaceF): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_AF = None + self.pitch_new_AF = None + self.originAF = None + self.gaugeDirAF = None + self.pitchDirAF = None + self.boltDirAF = None + + # self.uiObj = alist + # self.beamDim = beam_data + self.bolt = bolt + self.nut = nut + self.numOfboltsF = numOfboltsF + self.nutSpaceF = nutSpaceF + + self.initBoltPlaceParams_AF(Obj) + self.bolts_AF = [] + self.nuts_AF = [] + self.initialiseNutBolts_AF() + self.positions_AF = [] + self.models_AF = [] + + ################################################################# + # Nut_Bolt placement above flange(AF) of beam # + ################################################################# + + def initialiseNutBolts_AF(self): + ''' + :return: This initializes required number of bolts and nuts for above flange. + ''' + b_AF = self.bolt + n_AF = self.nut + + for i in range(self.numOfboltsF): + bolt_length_required = float(n_AF.H + self.nutSpaceF) # todo: anjali + print(bolt_length_required, "len") + # bolt_length_required = float(b_AF.T + self.nutSpaceF) + # bolt_length_required = 100 + b_AF.H = bolt_length_required + 10 + self.bolts_AF.append(Bolt(b_AF.R, b_AF.T, b_AF.H, b_AF.r)) + print("bolt", b_AF.R, b_AF.T, b_AF.H, b_AF.r) + self.nuts_AF.append(Nut(n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) + print('Nut', (n_AF.R, n_AF.T, n_AF.H, n_AF.r1)) + + def initBoltPlaceParams_AF(self, Obj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + + self.edge_AF = Obj.flange_plate.edge_dist_provided + self.end_AF = Obj.flange_plate.end_dist_provided + self.edge_gauge_AF = Obj.flange_plate.edge_dist_provided + self.pitch_AF = Obj.flange_plate.pitch_provided + self.midpitch_AF = Obj.flange_plate.midpitch #=(2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap + self.section.web_thickness + self.gauge_AF = Obj.flange_plate.midgauge + self.gauge = Obj.flange_plate.gauge_provided + + # outputobj.flange_plate.gauge_provided # Revised gauge distance #0.0 + self.row_AF = Obj.flange_plate.bolt_line + self.col_AF = Obj.flange_plate.bolts_one_line #2 + self.gap = Obj.flange_plate.gap + # if self.col_AF ==2: + # self.gauge =0 + # self.gauge_AF= Obj.flange_plate.midgauge + # else: + # self.gauge = Obj.flange_plate.gauge_provided + # self.gauge_AF= Obj.flange_plate.midgauge + + def calculatePositions_AF(self): + """ + :return: The positions/coordinates to place the bolts in the form of list, positions_AF = [list of bolting coordinates] + """ + self.positions_AF = [] + self.boltOrigin_AF = self.originAF + self.end_AF * self.pitchDirAF + (self.edge_AF) * self.gaugeDirAF + # self.boltOrigin_AF = self.originAF - (self.row_AF/2 * self.pitch_AF) * self.pitchDirAF - ((self.col_AF / 2) * self.gauge) * self.gaugeDirAF + # + ((self.plateAbvFlangeL - self.gauge_AF) / 2 - ((self.col_AF / 2 - 1) * self.gauge)) * self.gaugeDirAF + + for rw_AF in range(self.row_AF): + for cl_AF in range(self.col_AF): + pos_AF = self.boltOrigin_AF + if self.row_AF / 2 < rw_AF or self.row_AF / 2 == rw_AF: + self.pitch_new_AF = self.midpitch_AF + pos_AF = pos_AF + ((rw_AF - 1) * self.pitch_AF + self.pitch_new_AF) * self.pitchDirAF + if self.col_AF / 2 > cl_AF: + pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF + else: + pos_AF = pos_AF + ( + cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF + self.positions_AF.append(pos_AF) + else: + pos_AF = pos_AF + rw_AF * self.pitch_AF * self.pitchDirAF + if self.col_AF / 2 > cl_AF: + pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF + else: + pos_AF = pos_AF + ( + cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF + self.positions_AF.append(pos_AF) + + def placeAF(self, originAF, gaugeDirAF, pitchDirAF, boltDirAF, plateAbvFlangeL): + self.originAF = originAF + self.gaugeDirAF = gaugeDirAF + self.pitchDirAF = pitchDirAF + self.boltDirAF = boltDirAF + self.plateAbvFlangeL = plateAbvFlangeL + + self.calculatePositions_AF() + + for index, pos in enumerate(self.positions_AF): + self.bolts_AF[index].place(pos, gaugeDirAF, boltDirAF) + self.nuts_AF[index].place((pos + self.nutSpaceF * boltDirAF), gaugeDirAF, boltDirAF) + + def create_modelAF(self): + print("hhhh", self.bolts_AF) + for bolt in self.bolts_AF: + print("bolt", bolt, "fgfg") + self.models_AF.append(bolt.create_model()) + + for nut in self.nuts_AF: + self.models_AF.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsAF(self): + # nut_bolts = self.models_AF + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + # + # return array + #todo: using for loops is here is slowing down the cad generating process + return self.models_AF + + # Below methods are for creating holes in flange and web + def get_bolt_listLA(self): + boltlist = [] + for bolt in self.bolts_AF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + return boltlist + + def get_bolt_listRA(self): + boltlist = [] + for bolt in self.bolts_AF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originAF) + self.models_AF.append(dbg) + return boltlist + + +if __name__ == '__main__': + from ...items.bolt import Bolt + from ...items.nut import Nut + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + bolt = Bolt(R=12, T=5, H=6, r=6) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + Obj = '6' + numOfboltsF = 24 + plateAbvFlangeL = 100 + + nut_bolt_array = NutBoltArray_AF(Obj, nut, bolt, numOfboltsF, nut_space) + + nut_bolt_array.placeAF(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir, plateAbvFlangeL) + nut_bolt_array.create_modelAF() + + array = nut_bolt_array.get_modelsAF() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, color='YELLOW', update=True) + # display.DisplayShape(parray, color= 'BLUE', update=True) + display.DisableAntiAliasing() + start_display() diff --git a/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py new file mode 100644 index 000000000..74eacd82d --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_BF.py @@ -0,0 +1,204 @@ +""" +created on 25-02-2018 + +@author: Siddhesh Chavan + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. +""""" + +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ...items.ModelUtils import getGpPt + + +class NutBoltArray_BF(): + def __init__(self, Obj, nut, bolt, numOfboltsF, nutSpaceF): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_BF = None + self.pitch_new_BF = None + self.originBF = None + self.gaugeDirBF = None + self.pitchDirBF = None + self.boltDirBF = None + + # self.uiObj = alist + # self.beamDim = beam_data + self.bolt = bolt + self.nut = nut + self.numOfboltsF = numOfboltsF + self.nutSpaceF = nutSpaceF + + self.initBoltPlaceParams_BF(Obj) + self.bolts_BF = [] + self.nuts_BF = [] + self.initialiseNutBolts_BF() + self.positions_BF = [] + self.models_BF = [] + + ################################################################# + # Nut_Bolt placement below flange(BF) of beam # + ################################################################# + + def initialiseNutBolts_BF(self): + ''' + :return: This initializes required number of bolts and nuts for below flange. + ''' + b_BF = self.bolt + n_BF = self.nut + for j in range(self.numOfboltsF): + bolt_length_required = float(n_BF.H + self.nutSpaceF) + b_BF.H = bolt_length_required + 10 + self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r)) + self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1)) + + def initBoltPlaceParams_BF(self, Obj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + self.edge_BF = Obj.flange_plate.edge_dist_provided + self.end_BF = Obj.flange_plate.end_dist_provided + self.edge_gauge_BF = Obj.flange_plate.edge_dist_provided + self.pitch_BF = Obj.flange_plate.pitch_provided + self.gauge_BF = Obj.flange_plate.midgauge + self.gauge = Obj.flange_plate.gauge_provided + # outputobj.flange_plate.gauge_provided # Revised gauge distance + self.row_BF = Obj.flange_plate.bolt_line + self.col_BF = Obj.flange_plate.bolts_one_line + self.gap = Obj.flange_plate.gap + + def calculatePositions_BF(self): + """ + :return: The positions/coordinates to place the bolts in the form of list, positions_BF = [list of bolting coordinates] + """ + self.positions_BF = [] + # self.boltOrigin_BF = self.originBF - (self.row_BF/2* self.pitch_BF) * self.pitchDirBF - (((self.col_BF / 2) * self.gauge)) * self.gaugeDirBF + self.boltOrigin_BF = self.originBF + self.end_BF * self.pitchDirBF + (self.edge_BF) * self.gaugeDirBF + + for rw_BF in range(self.row_BF): + for cl_BF in range(self.col_BF): + pos_BF = self.boltOrigin_BF + if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: + self.pitch_new_BF = 2 * self.end_BF + self.gap + pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF + if self.col_BF / 2 > cl_BF: + pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF + else: + pos_BF = pos_BF + ( + cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF + self.positions_BF.append(pos_BF) + else: + pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF + if self.col_BF / 2 > cl_BF: + pos_BF = pos_BF + cl_BF * self.gauge * self.gaugeDirBF + else: + pos_BF = pos_BF + ( + cl_BF - 1) * self.gauge * self.gaugeDirBF + 1 * self.gauge_BF * self.gaugeDirBF + self.positions_BF.append(pos_BF) + + # pos_BF = self.boltOrigin_BF + # # if self.row_BF / 2 < rw_BF or self.row_BF / 2 == rw_BF: + # # self.pitch_new_BF = 2 * self.edge_gauge_BF + self.gap + # # pos_BF = pos_BF + ((rw_BF - 1) * self.pitch_BF + self.pitch_new_BF) * self.pitchDirBF + # # pos_BF = pos_BF + cl_BF * self.gauge_BF * self.gaugeDirBF + # # self.positions_BF.append(pos_BF) + # # else: + # # pos_BF = pos_BF + rw_BF * self.pitch_BF * self.pitchDirBF + # # pos_BF = pos_BF + cl_BF * self.gauge_BF * self.gaugeDirBF + # # self.positions_BF.append(pos_BF) + + def placeBF(self, originBF, gaugeDirBF, pitchDirBF, boltDirBF, plateBelwFlangeL): + self.originBF = originBF + self.gaugeDirBF = gaugeDirBF + self.pitchDirBF = pitchDirBF + self.boltDirBF = boltDirBF + self.plateBelwFlangeL = plateBelwFlangeL + + self.calculatePositions_BF() + + for index_BF, pos_BF in enumerate(self.positions_BF): + self.bolts_BF[index_BF].place(pos_BF, gaugeDirBF, boltDirBF) + self.nuts_BF[index_BF].place((pos_BF + self.nutSpaceF * boltDirBF), gaugeDirBF, boltDirBF) + + def create_modelBF(self): + for bolt in self.bolts_BF: + self.models_BF.append(bolt.create_model()) + pass + for nut in self.nuts_BF: + self.models_BF.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsBF(self): + return self.models_BF + + # Below methods are for creating holes in flange and web + def get_bolt_listLB(self): + boltlist = [] + for bolt in self.bolts_BF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + return boltlist + + def get_bolt_listRB(self): + boltlist = [] + for bolt in self.bolts_BF: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originBF) + self.models_BF.append(dbg) + return boltlist + + +if __name__ == '__main__': + from ...items.bolt import Bolt + from ...items.nut import Nut + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + + bolt = Bolt(R=12, T=5, H=6, r=6) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + Obj = '6' + boltDir = numpy.array([0, 0, 1.0]) + numOfboltsF = 24 + plateAbvFlangeL = 100 + + nut_bolt_array = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space) + + nut_bolt_array.placeBF(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir, plateAbvFlangeL) + nut_bolt_array.create_modelBF() + + array = nut_bolt_array.get_modelsBF() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, color='YELLOW', update=True) + # display.DisplayShape(parray, color= 'BLUE', update=True) + display.DisableAntiAliasing() + start_display() diff --git a/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py new file mode 100644 index 000000000..18a7feeb0 --- /dev/null +++ b/osdag_core/cad/MomentConnections/CCSpliceCoverPlateCAD/nutBoltPlacement_Web.py @@ -0,0 +1,202 @@ +""" +created on 25-02-2018 + +@author: Siddhesh Chavan + +AF abbreviation used here is for Above Flange for bolting. +BF abbreviation used here is for Below Flange for bolting. +W is for bolting over Web. +""""" + +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ...items.ModelUtils import getGpPt + + +class NutBoltArray_Web(): + def __init__(self, Obj, nut, bolt, numOfboltsW, nutSpaceW): + """ + :param alist: Input values, entered by user + :param beam_data: Beam dimensions + :param outputobj: Output dictionary + :param nut: Nut dimensions + :param bolt: Bolt dimensions + :param numOfboltsF: Number of bolts required for over plate above flange + :param nutSpaceF: Spacing between bolt head and nut + """ + self.boltOrigin_W = None + self.originW = None + self.gaugeDirW = None + self.pitchDirW = None + self.boltDirW = None + + # self.uiObj = alist + # self.beamDim = beam_data + self.bolt = bolt + self.nut = nut + self.numOfboltsW = numOfboltsW + self.nutSpaceW = nutSpaceW + + self.initBoltPlaceParams_Web(Obj) + self.bolts_W = [] + self.nuts_W = [] + self.initialiseNutBolts_Web() + self.positions_W = [] + self.models_W = [] + + ################################################################# + # Nut_Bolt placement over Web of beam # + ################################################################# + + def initialiseNutBolts_Web(self): + ''' + :return: This initializes required number of bolts and nuts for web bolting. + ''' + b_W = self.bolt + n_W = self.nut + for k in range(self.numOfboltsW): + bolt_length_required = float(n_W.H + self.nutSpaceW) + b_W.H = bolt_length_required + 10 + self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r)) + self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1)) + + def initBoltPlaceParams_Web(self, Obj): + ''' + :param outputobj: This is output dictionary for bolt placement parameters + :return: Edge, end, gauge and pitch distances for placement + ''' + self.edge_W = Obj.web_plate.edge_dist_provided # 33 + self.end_W = Obj.web_plate.end_dist_provided # 33 + # self.pitch_W = 150 #70 + # self.gauge_W = outputobj.web_plate.length - 2* self.edge_W + self.pitch_W = Obj.web_plate.pitch_provided + self.pitch_MW = Obj.web_plate.midpitch # todo for gap + self.gauge_W = Obj.web_plate.gauge_provided + + self.row_W = Obj.web_plate.bolts_one_line + self.col_W = Obj.web_plate.bolt_line + + def calculatePositions_Web(self): + """ + + :return: The positions/coordinates to place the bolts in the form of list, positions_W = [list of bolting coordinates] + """ + self.positions_W = [] + # self.boltOrigin_W = self.originW - ((self.row_W/2 * self.gauge_W) - self.end_W/2) * self.pitchDirW - (((self.col_W/2)*self.pitch_W)*self.gaugeDirW) + self.boltOrigin_W = self.originW + self.end_W * self.pitchDirW + (self.edge_W) * self.gaugeDirW + for rw_W in range(self.row_W): + for cl_W in range(self.col_W): + pos_W = self.boltOrigin_W + pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW + print(self.gauge_W) + if self.col_W / 2 > cl_W: + pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW + else: + pos_W = pos_W + (cl_W - 1) * self.pitch_W * self.gaugeDirW + 1 * self.pitch_MW * self.gaugeDirW + self.positions_W.append(pos_W) + # else: + # pos_AF = pos_AF + rw_W * self.pitch_AF * self.pitchDirAF + # if self.col_AF / 2 > cl_AF: + # pos_AF = pos_AF + cl_AF * self.gauge * self.gaugeDirAF + # else: + # pos_AF = pos_AF + ( + # cl_AF - 1) * self.gauge * self.gaugeDirAF + 1 * self.gauge_AF * self.gaugeDirAF + # self.positions_AF.append(pos_AF) + + # pos_W = pos_W + rw_W * self.pitch_W * self.pitchDirW + # pos_W = pos_W + cl_W * self.gauge_W * self.gaugeDirW + # pos_W = pos_W + rw_W * self.gauge_W * self.pitchDirW + # pos_W = pos_W + cl_W * self.pitch_W * self.gaugeDirW + # + # + # self.positions_W.append(pos_W) + + def placeW(self, originW, gaugeDirW, pitchDirW, boltDirW): + """ + :param originW: Origin for bolt placement + :param gaugeDirW: Gauge direction for gauge distance + :param pitchDirW: Pitch direction for pitch distance + :param boltDirW: Bolt screwing direction + :return: + """ + self.originW = originW + self.gaugeDirW = gaugeDirW + self.pitchDirW = pitchDirW + self.boltDirW = boltDirW + + self.calculatePositions_Web() + for index_W, pos_W in enumerate(self.positions_W): + self.bolts_W[index_W].place(pos_W, gaugeDirW, boltDirW) + self.nuts_W[index_W].place((pos_W + self.nutSpaceW * boltDirW), gaugeDirW, boltDirW) + + def create_modelW(self): + for bolt in self.bolts_W: + self.models_W.append(bolt.create_model()) + pass + for nut in self.nuts_W: + self.models_W.append(nut.create_model()) + pass + + dbg = self.dbgSphere(self.originW) + self.models_W.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_modelsW(self): + return self.models_W + + def get_bolt_web_list(self): + boltlist = [] + for bolt in self.bolts_W: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originW) + self.models_W.append(dbg) + return boltlist + + def get_bolt_listRB(self): + boltlist = [] + for bolt in self.bolts_W: + boltlist.append(bolt.create_model()) + dbg = self.dbgSphere(self.originW) + self.models_W.append(dbg) + return boltlist + + +if __name__ == '__main__': + from ...items.bolt import Bolt + from ...items.nut import Nut + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + bolt = Bolt(R=12, T=5, H=6, r=6) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + Obj = '6' + numOfboltsF = 24 + plateAbvFlangeL = 100 + + nut_bolt_array = NutBoltArray_Web(Obj, nut, bolt, numOfboltsF, nut_space) + + nut_bolt_array.placeW(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir) + nut_bolt_array.create_modelW() + + array = nut_bolt_array.get_modelsW() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, color='YELLOW', update=True) + # display.DisplayShape(parray, color= 'BLUE', update=True) + display.DisableAntiAliasing() + start_display() diff --git a/cad/Tension/__init__.py b/osdag_core/cad/MomentConnections/__init__.py similarity index 100% rename from cad/Tension/__init__.py rename to osdag_core/cad/MomentConnections/__init__.py diff --git a/cad/ShearConnections/CleatAngle/ModelUtils.py b/osdag_core/cad/ShearConnections/CleatAngle/ModelUtils.py similarity index 100% rename from cad/ShearConnections/CleatAngle/ModelUtils.py rename to osdag_core/cad/ShearConnections/CleatAngle/ModelUtils.py diff --git a/cad/Tension/standaloneCAD/__init__.py b/osdag_core/cad/ShearConnections/CleatAngle/__init__.py similarity index 100% rename from cad/Tension/standaloneCAD/__init__.py rename to osdag_core/cad/ShearConnections/CleatAngle/__init__.py diff --git a/osdag_core/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py new file mode 100644 index 000000000..55324f3fd --- /dev/null +++ b/osdag_core/cad/ShearConnections/CleatAngle/beamWebBeamWebConnectivity.py @@ -0,0 +1,165 @@ +''' +Created on 10-Mar-2016 + +@author: deepa +''' +''' +Created on 11-May-2015 + +@author: deepa +''' + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut + + +class BeamWebBeamWeb(object): + + def __init__(self, column, beam, notch, angle, nut_bolt_array,gap): + self.column = column + self.beam = beam + self.notch = notch + self.angle = angle + self.angleLeft = copy.deepcopy(angle) + self.nut_bolt_array = nut_bolt_array + self.gap = gap + self.fillet_gap = self.gap - 0.1 # 0.1 is the extra margin for fillet of the angel + self.columnModel = None + self.beamModel = None + self.angleModel = None + self.angleLeftModel = None + self.clearDist = 20.0 # This distance between edge of the column web/flange and beam cross section + + def create_3dmodel(self): + self.create_column_geometry() + self.create_beam_geometry() + self.create_angle_geometry() + self.create_nut_bolt_array() + + # Call for create_model + self.columnModel = self.column.create_model() + self.beamModel = self.beam.create_model() + self.angleModel = self.angle.create_model() + self.angleLeftModel = self.angleLeft.create_model() + self.nutboltArrayModels = self.nut_bolt_array.create_model() +# self.notchModel = self.notch.create_model() +# return self.beamModel + +# def create_column_geometry(self): +# column_origin = numpy.array([0, 0, 0]) +# column_u_dir = numpy.array([1.0, 0, 0]) +# wDir1 = numpy.array([0.0, 1.0, 0.0]) +# self.column.place(column_origin, column_u_dir, wDir1) +# +# def create_beam_geometry(self): +# uDir = numpy.array([0, 1.0, 0]) +# wDir = numpy.array([1.0, 0, 0.0]) +# shiftOrigin = (self.column.D/2 - self.beam.D/2) +# origin2 = self.column.sec_origin + (-shiftOrigin) * self.column.vDir + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.gap * self.column.uDir) +# self.beam.place(origin2, uDir, wDir) + + def create_column_geometry(self): + + column_origin = numpy.array([0, 0, 0]) + column_u_dir = numpy.array([1.0, 0, 0]) + wDir1 = numpy.array([0.0, -1.0, 0.0]) + self.column.place(column_origin, column_u_dir, wDir1) + + def create_beam_geometry(self): + beam_origin = ((self.column.sec_origin + self.column.D / 2 - self.beam.D / 2) * (self.column.vDir)) + \ + ((self.column.t / 2 + self.gap) * self.column.uDir) + \ + (self.column.length / 2 * (self.column.wDir)) + uDir = numpy.array([0.0, 1.0, 0]) + wDir = numpy.array([1.0, 0.0, 0.0]) + self.beam.place(beam_origin, uDir, wDir) + + + def create_angle_geometry(self): + angle0_origin = (self.beam.sec_origin + (self.beam.D / 2.0 - self.notch.height - self.angle.L) + * (self.beam.vDir) - (self.beam.t / 2 * self.beam.uDir) + self.fillet_gap + * (-self.beam.wDir)) + uDir0 = numpy.array([0, -1.0, 0]) + wDir0 = numpy.array([0.0, 0, 1.0]) + + self.angleLeft.place(angle0_origin, uDir0, wDir0) + + angle1_origin = (self.beam.sec_origin + (self.beam.D / 2.0 - self.notch.height) + * (self.beam.vDir) + ((self.beam.t / 2 ) * self.beam.uDir)+ self.fillet_gap + * (-self.beam.wDir)) + uDir1 = numpy.array([0, 1.0, 0]) + wDir1 = numpy.array([0, 0, -1.0]) + self.angle.place(angle1_origin, uDir1, wDir1) + + def create_nut_bolt_array(self): + """ + + :return: + """ + nut_bolt_array_origin = self.angleLeft.sec_origin + nut_bolt_array_origin = nut_bolt_array_origin + self.angleLeft.T * self.angleLeft.uDir + nut_bolt_array_origin = nut_bolt_array_origin + self.angleLeft.A * self.angleLeft.vDir + + gauge_dir = self.angleLeft.vDir + pitch_dir = self.angleLeft.wDir + bolt_dir = -self.angleLeft.uDir + + # c_nutbolt_array_origin = self.angle.sec_origin + # c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.T * self.angle.uDir + # c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.B * self.angle.wDir + # + # c_gauge_dir = self.angle.wDir + # c_pitch_dir = self.angle.vDir + # c_bolt_dir = -self.angle.uDir + c_nutbolt_array_origin = self.angle.sec_origin + c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.T * self.angle.vDir + c_nutbolt_array_origin = c_nutbolt_array_origin + self.angle.B * self.angle.uDir + + c_gauge_dir = self.angle.uDir + c_pitch_dir = self.angle.wDir + c_bolt_dir = -self.angle.vDir + + # c_nutbolt_array_origin1 = self.angleLeft.sec_origin + # c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + self.angle.T * self.angle.uDir + # c_nutbolt_array_origin1 = c_nutbolt_array_origin - (self.beam.t + self.angle.B) * self.angle.wDir + # c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + (self.angle.L * self.angle.vDir) + # + # c_gauge_dir1 = self.angle.wDir + # c_pitch_dir1 = self.angle.vDir + # c_bolt_dir1 = -self.angle.uDir + c_nutbolt_array_origin1 = self.angleLeft.sec_origin + c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + self.angle.T * self.angle.vDir + c_nutbolt_array_origin1 = c_nutbolt_array_origin - (self.beam.t + self.angle.B) * self.angle.uDir + c_nutbolt_array_origin1 = c_nutbolt_array_origin1 + (self.angle.L * self.angle.wDir) + + c_gauge_dir1 = self.angle.uDir + c_pitch_dir1 = self.angle.wDir + c_bolt_dir1 = -self.angle.vDir + + self.nut_bolt_array.place(nut_bolt_array_origin, -gauge_dir, pitch_dir, bolt_dir, c_nutbolt_array_origin, -c_gauge_dir, c_pitch_dir, c_bolt_dir, + c_nutbolt_array_origin1, c_gauge_dir1, c_pitch_dir1, c_bolt_dir1) + + def get_models(self): + '''Returning 3D models + ''' + return [self.columnModel, self.beamModel,self.angleModel,self.angleLeftModel] + self.nut_bolt_array.get_models() #[self.columnModel, self.beamModel, + + def get_nutboltmodels(self): + + return self.nut_bolt_array.get_models() + # return self.nut_bolt_array.getboltModels() + + def get_beamModel(self): + final_beam = self.beamModel + nut_bolt_list = self.nut_bolt_array.get_models() + for bolt in nut_bolt_list[0:(len(nut_bolt_list) // 2)]: + final_beam = BRepAlgoAPI_Cut(final_beam, bolt).Shape() + return final_beam + + + def get_columnModel(self): + final_beam = self.columnModel + nut_bolt_list = self.nut_bolt_array.get_models() + for bolt in nut_bolt_list[:]: + final_beam = BRepAlgoAPI_Cut(final_beam, bolt).Shape() + return final_beam diff --git a/cad/ShearConnections/CleatAngle/colFlangeBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/CleatAngle/colFlangeBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/CleatAngle/colFlangeBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/CleatAngle/colFlangeBeamWebConnectivity.py diff --git a/cad/ShearConnections/CleatAngle/colWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/CleatAngle/colWebBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/CleatAngle/colWebBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/CleatAngle/colWebBeamWebConnectivity.py diff --git a/osdag_core/cad/ShearConnections/CleatAngle/nutBoltPlacement.py b/osdag_core/cad/ShearConnections/CleatAngle/nutBoltPlacement.py new file mode 100644 index 000000000..a1685b013 --- /dev/null +++ b/osdag_core/cad/ShearConnections/CleatAngle/nutBoltPlacement.py @@ -0,0 +1,208 @@ +''' +Created on 07-Jun-2015 + +@author: deepa +''' +import numpy +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from .ModelUtils import get_gp_pt +import copy + + +class NutBoltArray(): + def __init__(self, bolt_place_obj, nut, bolt, nut_space, cnut_space): + self.origin = None + self.gauge_dir = None + self.pitch_dir = None + self.bolt_dir = None + + ################################# + self.c_origin = None + self.c_origin1 = None + self.c_gauge_dir = None + self.c_pitch_dir = None + self.c_bolt_dir = None + ############################################ + + self.init_bolt_place_params(bolt_place_obj) + + self.bolt = bolt + self.nut = nut + #self.gap = gap + self.gap = nut_space + + self.bolts = [] + self.nuts = [] + + self.positions = [] + ###################### + #self.cGap = cgap + self.cGap = cnut_space + self.cBolts = [] + self.cNuts = [] + self.cBolts1 = [] + self.cNuts1 = [] + ################################## + # self.calculate_positions() + self.initialise_nut_bolts() + + self.models = [] + + def initialise_nut_bolts(self): + b = self.bolt + n = self.nut + for i in range(self.row * self.col): + bolt_len_required = float(b.T + self.gap) + b.H = bolt_len_required + (5 - bolt_len_required) % 5 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + # Newly added + for i in range(self.cRow * self.cCol): + bolt_len_required = float(b.T + self.cGap) + b.H = bolt_len_required + (5 - bolt_len_required) % 5 + self.cBolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.cNuts.append(Nut(n.R, n.T, n.H, n.r1)) + for i in range(self.cRow * self.cCol): + bolt_len_required = float(b.T + self.cGap) + b.H = bolt_len_required + (5 - bolt_len_required) % 5 + self.cBolts1.append(Bolt(b.R, b.T, b.H, b.r)) + self.cNuts1.append(Nut(n.R, n.T, n.H, n.r1)) + + def init_bolt_place_params(self, bolt_place_obj): + self.pitch = bolt_place_obj.gauge_sptd + self.gauge = bolt_place_obj.pitch_sptd + self.edge = bolt_place_obj.edge_sptd + self.end = bolt_place_obj.end_sptd + self.row = bolt_place_obj.bolt_one_line_sptd + self.col = bolt_place_obj.bolt_lines_sptd + + +# ########changes have been made after 3d is integreted with main files#### + + self.cPitch = bolt_place_obj.gauge_spting + self.cGauge = bolt_place_obj.pitch_spting + self.cEdge = bolt_place_obj.edge_spting + self.cEnd = bolt_place_obj.end_spting + print(self.cEnd) + self.cRow = bolt_place_obj.bolt_one_line_spting + self.cCol = bolt_place_obj.bolt_lines_spting + # self.thk = bolt_place_obj.cleat.thickness + self.leg = bolt_place_obj.leg_a_length + + def calculate_positions(self): + self.positions = [] + for rw in range(self.row): + for col in range(self.col): + pos = self.origin + pos = pos + (self.end)* self.gauge_dir + pos = pos + col * self.gauge * self.gauge_dir + pos = pos + self.edge * self.pitch_dir + pos = pos + rw * self.pitch * self.pitch_dir + + self.positions.append(pos) +# ###############Newly added###################### + self.cPositions = [] + for rw in range(self.cRow): + for col in range(self.cCol): + pos = self.c_origin + pos = pos + (self.cEnd) * self.c_gauge_dir + pos = pos + (col * self.cGauge * self.c_gauge_dir) + pos = pos + self.cEdge * self.c_pitch_dir + pos = pos + rw * self.cPitch * self.c_pitch_dir + + self.cPositions.append(pos) + self.cPositions1 = [] + for rw in range(self.cRow): + for col in range(self.cCol): + pos = self.c_origin1 + pos = pos + ((self.leg-self.cEnd) * self.c_gauge_dir) + pos = pos - col * self.cGauge * self.c_gauge_dir + pos = pos - self.cEdge * self.c_pitch_dir + pos = pos - rw * self.cPitch * self.c_pitch_dir + + self.cPositions1.append(pos) + + def place(self, origin, gauge_dir, pitch_dir, bolt_dir, c_origin, c_gauge_dir, c_pitch_dir, c_bolt_dir, c_origin1, c_gauge_dir1, c_pitch_dir1, c_bolt_dir1): + self.origin = origin + self.gauge_dir = gauge_dir + self.pitch_dir = pitch_dir + self.bolt_dir = bolt_dir + ###############Newly added#################### + self.c_origin = c_origin + self.c_gauge_dir = c_gauge_dir + self.c_pitch_dir = c_pitch_dir + self.c_bolt_dir = c_bolt_dir + + self.c_origin1 = c_origin1 + self.c_gauge_dir1 = c_gauge_dir1 + self.c_pitch_dir1 = c_pitch_dir1 + self.c_bolt_dir1 = c_bolt_dir1 + + ################################################ + + self.calculate_positions() + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gauge_dir, bolt_dir) + self.nuts[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) + ###############Newly added#################### + for index, pos in enumerate(self.cPositions): + self.cBolts[index].place(pos, c_gauge_dir, c_bolt_dir) + self.cNuts[index].place((pos + self.cGap * c_bolt_dir), c_gauge_dir, -c_bolt_dir) + for index, pos in enumerate(self.cPositions1): + self.cBolts1[index].place(pos, c_gauge_dir1, c_bolt_dir1) + self.cNuts1[index].place((pos + self.cGap * c_bolt_dir1), c_gauge_dir1, -c_bolt_dir1) + + def create_model(self): + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + ######################################### + for bolt in self.cBolts: + self.models.append(bolt.create_model()) + + for nut in self.cNuts: + self.models.append(nut.create_model()) + for bolt in self.cBolts1: + self.models.append(bolt.create_model()) + + for nut in self.cNuts1: + self.models.append(nut.create_model()) +# ################################################################ + dbg = self.dbg_sphere(self.origin) + self.models.append(dbg) + ######################################################################### + dbg1 = self.dbg_sphere(self.c_origin) + self.models.append(dbg1) + dbg2 = self.dbg_sphere(self.c_origin1) + self.models.append(dbg2) + + def dbg_sphere(self, pt): + return BRepPrimAPI_MakeSphere(get_gp_pt(pt), 0.1).Shape() + + def get_models(self): + return self.models + + def get_beambolts(self): + self.beambolts = [] + for bolt in self.bolts: + self.beambolts.append(bolt.create_model()) + dbg = self.dbg_sphere(self.origin) + self.beambolts.append(dbg) + return self.beambolts + + + def get_colbolts(self): + self.colbolts =[] + for bolt in self.cBolts: + self.colbolts.append(bolt.create_model()) + for bolt in self.cBolts1: + self.colbolts.append(bolt.create_model()) + dbg1 = self.dbg_sphere(self.c_origin) + self.colbolts.append(dbg1) + dbg2 = self.dbg_sphere(self.c_origin1) + self.colbolts.append(dbg2) + return self.colbolts diff --git a/cad/ShearConnections/EndPlate/ModelUtils.py b/osdag_core/cad/ShearConnections/EndPlate/ModelUtils.py similarity index 100% rename from cad/ShearConnections/EndPlate/ModelUtils.py rename to osdag_core/cad/ShearConnections/EndPlate/ModelUtils.py diff --git a/cad/__init__.py b/osdag_core/cad/ShearConnections/EndPlate/__init__.py similarity index 100% rename from cad/__init__.py rename to osdag_core/cad/ShearConnections/EndPlate/__init__.py diff --git a/cad/ShearConnections/EndPlate/beamWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/EndPlate/beamWebBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/EndPlate/beamWebBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/EndPlate/beamWebBeamWebConnectivity.py diff --git a/cad/ShearConnections/EndPlate/colFlangeBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/EndPlate/colFlangeBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/EndPlate/colFlangeBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/EndPlate/colFlangeBeamWebConnectivity.py diff --git a/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/EndPlate/colWebBeamWebConnectivity.py diff --git a/osdag_core/cad/ShearConnections/EndPlate/nutBoltPlacement.py b/osdag_core/cad/ShearConnections/EndPlate/nutBoltPlacement.py new file mode 100644 index 000000000..58406af0b --- /dev/null +++ b/osdag_core/cad/ShearConnections/EndPlate/nutBoltPlacement.py @@ -0,0 +1,139 @@ +''' +Created on 07-Jun-2015 + +@author: deepa +''' +import numpy as np +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from .ModelUtils import get_gp_pt +import copy + + +class NutBoltArray(): + def __init__(self, boltPlaceObj, bolt_place_obj, nut, bolt, nut_space): + self.origin = None + # self.origin1 = None + self.gauge_dir = None + self.pitch_dir = None + self.bolt_dir = None + + self.init_bolt_place_params(bolt_place_obj) + + self.bolt = bolt + self.nut = nut + self.gap = nut_space + + self.bolts = [] + self.nuts = [] + # self.bolts1 = [] + # self.nuts1 = [] + self.initialise_nut_bolts() + + self.positions = [] + # self.positions1 = [] + # self.calculate_positions() + + self.models = [] + + def initialise_nut_bolts(self): + b = self.bolt + n = self.nut + for i in np.arange(self.row * self.col): + bolt_len_required = float(b.T + self.gap) + b.H = bolt_len_required + (5 - bolt_len_required) % 5 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + # for i in np.arange(self.row * self.col): + # bolt_len_required = float(b.T + self.gap) + # b.H = bolt_len_required + (5 - bolt_len_required) % 5 + # self.bolts1.append(Bolt(b.R, b.T, b.H, b.r)) + # self.nuts1.append(Nut(n.R, n.T, n.H, n.r1)) + + def init_bolt_place_params(self, plateObj): + self.pitch = plateObj.pitch_provided + self.gauge = plateObj.gauge_provided + self.edge = plateObj.edge_dist_provided + self.end = plateObj.end_dist_provided + self.row = plateObj.bolts_one_line + self.col = plateObj.bolt_line + self.sectional_gauge = plateObj.gauge_provided + # self.col = int(self.col / 2) + # self.row = 3 + # self.col = 2 + + def calculate_positions(self): + self.positions = [] + for rw in np.arange(self.row): + for col in np.arange(self.col): + pos = self.origin + pos = pos + (self.edge) * self.gauge_dir + pos = pos + col * self.gauge * self.gauge_dir + pos = pos + self.end * self.pitch_dir + pos = pos + rw * self.pitch * self.pitch_dir + + self.positions.append(pos) + # self.positions1 = [] + # for rw in np.arange(self.row): + # for col in np.arange(self.col): + # pos = self.origin1 + # pos = pos - (self.edge) * self.gauge_dir + # pos = pos - col * self.gauge * self.gauge_dir + # pos = pos + self.end * self.pitch_dir + # pos = pos + rw * self.pitch * self.pitch_dir + # + # self.positions1.append(pos) + + def place(self, origin, origin1, gauge_dir, pitch_dir, bolt_dir): + self.origin = origin + # self.origin1 = origin1 + self.gauge_dir = gauge_dir + self.pitch_dir = pitch_dir + self.bolt_dir = bolt_dir + + self.calculate_positions() + + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gauge_dir, bolt_dir) + self.nuts[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) + # for index, pos in enumerate(self.positions1): + # self.bolts1[index].place(pos, gauge_dir, bolt_dir) + # self.nuts1[index].place((pos + self.gap * bolt_dir), gauge_dir, -bolt_dir) + + def create_model(self): + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + + dbg = self.dbg_sphere(self.origin) + self.models.append(dbg) + + # for bolt in self.bolts1: + # self.models.append(bolt.create_model()) + + # for nut in self.nuts1: + # self.models.append(nut.create_model()) + # + # dbg1 = self.dbg_sphere(self.origin1) + # self.models.append(dbg1) + + def dbg_sphere(self, pt): + return BRepPrimAPI_MakeSphere(get_gp_pt(pt), 0.1).Shape() + + def get_models(self): + return self.models + + def get_bolt_list(self): + boltlist = [] + for bolt in self.bolts: + boltlist.append(bolt.create_model()) + dbg = self.dbg_sphere(self.origin) + self.models.append(dbg) + # for bolt in self.bolts1: + # boltlist.append(bolt.create_model()) + # dbg = self.dbg_sphere(self.origin1) + # self.models.append(dbg) + return boltlist diff --git a/cad/items/__init__.py b/osdag_core/cad/ShearConnections/FinPlate/__init__.py similarity index 100% rename from cad/items/__init__.py rename to osdag_core/cad/ShearConnections/FinPlate/__init__.py diff --git a/osdag_core/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py new file mode 100644 index 000000000..7bc824147 --- /dev/null +++ b/osdag_core/cad/ShearConnections/FinPlate/beamWebBeamWebConnectivity.py @@ -0,0 +1,126 @@ +''' +Created on 10-Mar-2016 + +@author: deepa +''' +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut +from ....design_type.connection import fin_plate_connection + + + +class BeamWebBeamWeb(): + + def __init__(self, column, beam, notch, plate, Fweld, nut_bolt_array,gap): + self.column = column + self.beam = beam + self.weldLeft = Fweld + self.weldRight = copy.deepcopy(Fweld) + self.plate = plate + self.nut_bolt_array = nut_bolt_array + self.notch = notch + self.gap = gap + self.columnModel = None + self.beamModel = None + self.weldModelLeft = None + self.weldModelRight = None + self.plateModel = None + # This distance between edge of the column web/flange and beam cross section + self.clearDist = 20.0 + + def create_3dmodel(self): + self.create_column_geometry() + self.create_beam_geometry() + self.create_plate_geometry() + self.create_fillet_weld_geometry() + self.create_nut_bolt_array() + + # Call for create_model + self.columnModel = self.column.create_model() + self.beamModel = self.beam.create_model() + self.plateModel = self.plate.create_model() + self.weldModelLeft = self.weldLeft.create_model() + self.weldModelRight = self.weldRight.create_model() + self.nutboltArrayModels = self.nut_bolt_array.create_model() + + def create_column_geometry(self): + columnOrigin = numpy.array([0, 0, 0]) + column_uDir = numpy.array([1.0, 0, 0]) + wDir1 = numpy.array([0.0, 1.0, 0.0]) + self.column.place(columnOrigin, column_uDir, wDir1) + + def create_beam_geometry(self): + uDir = numpy.array([0, 1.0, 0]) + wDir = numpy.array([1.0, 0, 0.0]) + shiftOrigin = (self.column.D / 2 - self.beam.D / 2) + origin2 = self.column.sec_origin + (-shiftOrigin) * self.column.vDir + \ + (self.column.t / 2 * self.column.uDir) + (self.column.length / 2 * self.column.wDir)\ + + (self.gap * self.column.uDir) + self.beam.place(origin2, uDir, wDir) + +# def createButtWeld(self): +# pass +# # plateThickness = 10 +# # uDir3 = numpy.array([0, 1.0, 0]) +# # wDir3 = numpy.array([1.0, 0, 0.0]) +# # origin3 = (self.column.sec_origin + +# # self.column.t/2.0 * self.column.uDir + +# # self.column.length/2.0 * self.column.wDir + +# # self.beam.t/2.0 * (-self.beam.uDir)+ +# # self.weld.W/2.0 * (-self.beam.uDir)) +# # #origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-self.beam.uDir) +# # self.weld.place(origin3, uDir3, wDir3) + + def create_plate_geometry(self): + plateOrigin = (self.beam.sec_origin + + (self.beam.D / 2 - self.notch.height) * self.beam.vDir + + self.beam.t / 2 * (-self.beam.uDir) + + self.plate.L / 2 * (-self.beam.vDir) + + self.plate.T / 2 * (-self.beam.uDir) + + self.gap * (-self.beam.wDir)) + uDir = numpy.array([0, 1.0, 0]) + wDir = numpy.array([1.0, 0, 0.0]) + self.plate.place(plateOrigin, uDir, wDir) + + def create_fillet_weld_geometry(self): + uDir = numpy.array([1.0, 0.0, 0]) + wDir = numpy.array([0.0, 0.0, 1.0]) + filletWeld1Origin = (self.plate.sec_origin + self.plate.T / 2.0 * self.weldLeft.vDir + self.weldLeft.L / 2.0 * (-self.weldLeft.wDir)) + self.weldLeft.place(filletWeld1Origin, uDir, wDir) + + uDir1 = numpy.array([0.0, -1.0, 0]) + wDir1 = numpy.array([0.0, 0.0, 1.0]) + filletWeld2Origin = (filletWeld1Origin + self.plate.T * (-self.weldLeft.vDir)) + self.weldRight.place(filletWeld2Origin, uDir1, wDir1) + + def create_nut_bolt_array(self): + + nutboltArrayOrigin = self.plate.sec_origin + nutboltArrayOrigin = nutboltArrayOrigin - self.plate.T / 2.0 * self.plate.uDir + nutboltArrayOrigin = nutboltArrayOrigin + self.plate.L / 2.0 * self.plate.vDir + + gaugeDir = self.plate.wDir + pitchDir = -self.plate.vDir + boltDir = self.plate.uDir + self.nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) + + def get_models(self): + '''Returning 3D models + ''' + return [self.columnModel, self.plateModel, self.weldModelLeft, self.weldModelRight, + self.beamModel] + self.nut_bolt_array.get_models() + + def get_nutboltmodels(self): + + return self.nut_bolt_array.get_models() + + def get_beamModel(self): + finalBeam = self.beamModel + nutBoltlist = self.nut_bolt_array.get_models() + for bolt in nutBoltlist[0:(len(nutBoltlist) // 2)]: + finalBeam = BRepAlgoAPI_Cut(finalBeam, bolt).Shape() + return finalBeam + + def get_columnModel(self): + return self.columnModel diff --git a/cad/ShearConnections/FinPlate/colFlangeBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/FinPlate/colFlangeBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/FinPlate/colFlangeBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/FinPlate/colFlangeBeamWebConnectivity.py diff --git a/cad/ShearConnections/FinPlate/colWebBeamWebConnectivity.py b/osdag_core/cad/ShearConnections/FinPlate/colWebBeamWebConnectivity.py similarity index 100% rename from cad/ShearConnections/FinPlate/colWebBeamWebConnectivity.py rename to osdag_core/cad/ShearConnections/FinPlate/colWebBeamWebConnectivity.py diff --git a/osdag_core/cad/ShearConnections/FinPlate/nutBoltPlacement.py b/osdag_core/cad/ShearConnections/FinPlate/nutBoltPlacement.py new file mode 100644 index 000000000..35691d5c8 --- /dev/null +++ b/osdag_core/cad/ShearConnections/FinPlate/nutBoltPlacement.py @@ -0,0 +1,138 @@ +''' +Created on 07-Jun-2015 + +@author: deepa +''' +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ...items.ModelUtils import getGpPt + + +class NutBoltArray(): + + ''' + gDir + +----------------------------> + | + | + | P origin + | +-------+---------------+ + | | | | +pDir | | | End distance | + | | v | + | | X X | + | | | + | | | + | | | + v | | + | Gauge distance | + | X-------X | + | + | + | | | + | | Pitch | + | | | + | v | + | X X+----> + + | Edge distance + | | + | | + | | + +-----------------------+ + + Nut Bolt Placement + + ''' + + def __init__(self, boltPlaceObj, plateObj, nut, bolt, nut_space): + # finNutBoltArray(A.bolt, nut, bolt, nut_space) + + self.origin = None + self.gaugeDir = None + self.pitchDir = None + self.boltDir = None + + self.initBoltPlaceParams(plateObj) + + self.bolt = bolt + self.nut = nut + self.gap = nut_space + + self.bolts = [] + self.nuts = [] + self.initialiseNutBolts() + + self.positions = [] + # self.calculatePositions() + + self.models = [] + + def initialiseNutBolts(self): + ''' + Initializing the Nut and Bolt + ''' + b = self.bolt + n = self.nut + for i in range(self.row * self.col): + bolt_len_required = float(b.T + self.gap) + b.H = bolt_len_required + (5 - bolt_len_required) % 5 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + + def initBoltPlaceParams(self, plateObj): + + self.pitch = plateObj.pitch_provided + self.gauge = plateObj.gauge_provided + self.edge = plateObj.end_dist_provided + self.plateedge = plateObj.end_dist_provided + plateObj.gap + self.end = plateObj.edge_dist_provided + self.row = plateObj.bolts_one_line + self.col = plateObj.bolt_line + + def calculatePositions(self): + ''' + Calculates the exact position for nuts and bolts. + ''' + self.positions = [] + for rw in range(self.col): + for col in range(self.row): + pos = self.origin + # pos = pos + self.end * self.gaugeDir + # #pos = pos + self.edge * self.gaugeDir + pos = pos + self.plateedge * self.gaugeDir + pos = pos + col * self.gauge * self.pitchDir + # pos = pos + self.edge * self.pitchDirself.gauge self.pitchDir + pos = pos + self.end * self.pitchDir + pos = pos + rw * self.pitch * self.gaugeDir + + self.positions.append(pos) + + def place(self, origin, gaugeDir, pitchDir, boltDir): + + self.origin = origin + self.gaugeDir = gaugeDir + self.pitchDir = pitchDir + self.boltDir = boltDir + + self.calculatePositions() + + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gaugeDir, boltDir) + self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) + + def create_model(self): + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + + dbg = self.dbgSphere(self.origin) + self.models.append(dbg) + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_models(self): + return self.models + diff --git a/cad/ShearConnections/SeatedAngle/CAD_ModelUtils.py b/osdag_core/cad/ShearConnections/SeatedAngle/CAD_ModelUtils.py similarity index 100% rename from cad/ShearConnections/SeatedAngle/CAD_ModelUtils.py rename to osdag_core/cad/ShearConnections/SeatedAngle/CAD_ModelUtils.py diff --git a/cad/ShearConnections/SeatedAngle/CAD_col_flange_beam_web_connectivity.py b/osdag_core/cad/ShearConnections/SeatedAngle/CAD_col_flange_beam_web_connectivity.py similarity index 100% rename from cad/ShearConnections/SeatedAngle/CAD_col_flange_beam_web_connectivity.py rename to osdag_core/cad/ShearConnections/SeatedAngle/CAD_col_flange_beam_web_connectivity.py diff --git a/cad/ShearConnections/SeatedAngle/CAD_col_web_beam_web_connectivity.py b/osdag_core/cad/ShearConnections/SeatedAngle/CAD_col_web_beam_web_connectivity.py similarity index 100% rename from cad/ShearConnections/SeatedAngle/CAD_col_web_beam_web_connectivity.py rename to osdag_core/cad/ShearConnections/SeatedAngle/CAD_col_web_beam_web_connectivity.py diff --git a/cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py b/osdag_core/cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py similarity index 95% rename from cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py rename to osdag_core/cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py index dd0fada0b..911c67e64 100644 --- a/cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py +++ b/osdag_core/cad/ShearConnections/SeatedAngle/CAD_nut_bolt_placement.py @@ -4,8 +4,8 @@ @author: deepa ''' import numpy -from cad.items.bolt import Bolt -from cad.items.nut import Nut +from ...items.bolt import Bolt +from ...items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere # from .ModelUtils import get_gp_pt # from Connections.Component.bolt import Bolt @@ -21,31 +21,31 @@ def __init__(self, boltPlaceObj, nut, bolt, snut_space, sbnut_space, tnut_space, self.gaugeDir = None self.pitchDir = None self.boltDir = None - + self.borigin = None self.bgaugeDir = None self.bpitchDir = None self.bboltDir = None - + self.topcliporigin = None self.topclipgaugeDir = None self.topclippitchDir = None self.topclipboltDir = None - + self.topclipborigin = None self.topclipbgaugeDir = None self.topclipbpitchDir = None self.topclipbboltDir = None - + self.initBoltPlaceParams(boltPlaceObj) - + self.bolt = bolt self.nut = nut self.sgap = snut_space self.sbgap = sbnut_space self.tgap = tnut_space self.tbgap = tbnut_space - + self.bolts = [] self.nuts = [] self.bbolts =[] @@ -55,15 +55,15 @@ def __init__(self, boltPlaceObj, nut, bolt, snut_space, sbnut_space, tnut_space, self.topclipbbolts =[] self.topclipbnuts = [] self.initialiseNutBolts() - - + + self.positions = [] self.bpositions = [] self.topclippositions = [] self.topclipbpositions = [] self.models = [] - + def initialiseNutBolts(self): b = self.bolt n = self.nut @@ -76,25 +76,25 @@ def initialiseNutBolts(self): b.H = bolt_len_required + (5 - bolt_len_required) % 5 self.bolts.append(Bolt(b.R,b.T, b.H, b.r)) self.nuts.append(Nut(n.R, n.T,n.H, n.r1)) - + for i in range(self.brow * self.bcol): bolt_len_required = float(b.T + self.sbgap) b.H = bolt_len_required + (5 - bolt_len_required) % 5 self.bbolts.append(Bolt(b.R,b.T, b.H, b.r)) self.bnuts.append(Nut(n.R, n.T,n.H, n.r1)) - + for i in range(self.topcliprow * self.topclipcol): bolt_len_required= float(b.T + self.tgap) b.H = bolt_len_required + (5 - bolt_len_required) % 5 self.topclipbolts.append(Bolt(b.R,b.T, b.H, b.r)) self.topclipnuts.append(Nut(n.R, n.T,n.H, n.r1)) - + for i in range(self.topclipbrow * self.topclipbcol): bolt_len_required = float(b.T + self.tbgap) b.H = bolt_len_required + (5 - bolt_len_required) % 5 self.topclipbbolts.append(Bolt(b.R,b.T, b.H, b.r)) self.topclipbnuts.append(Nut(n.R, n.T,n.H, n.r1)) - + def initBoltPlaceParams(self, boltPlaceObj): self.gauge_two_bolt_ta_col = boltPlaceObj.top_angle_gauge_column @@ -158,66 +158,66 @@ def calculatePositions(self): pos = pos + rw * self.pitch * self.pitchDir self.positions.append(pos) - def calculatebPositions(self): + def calculatebPositions(self): self.bpositions = [] for rw in range(self.brow): for col in range(self.bcol): - pos = self.borigin + pos = self.borigin pos = pos + self.edge_two_bolt_sa_beam * self.bgaugeDir pos = pos + col * self.gauge_two_bolt_sa_beam * self.bgaugeDir pos = pos + self.SAEDB * self.bpitchDir pos = pos + rw * self.pitch * self.bpitchDir self.bpositions.append(pos) - + def calculatetopclipPositions(self): self.topclippositions = [] for rw in range(self.topcliprow): for col in range(self.topclipcol): - pos = self.topcliporigin + pos = self.topcliporigin pos = pos + self.edge_two_bolt_ta_beam * self.topclipgaugeDir pos = pos + col * self.gauge_two_bolt_ta_beam * self.topclipgaugeDir pos = pos + self.TAEDB * self.topclippitchDir pos = pos + rw * self.pitch * self.topclippitchDir self.topclippositions.append(pos) - - def calculatetopclipbPositions(self): + + def calculatetopclipbPositions(self): self.topclipbpositions = [] for rw in range(self.topclipbrow): for col in range(self.topclipbcol): - pos = self.topclipborigin + pos = self.topclipborigin pos = pos + self.edge_two_bolt_ta_col * self.topclipbgaugeDir pos = pos + col * self.gauge_two_bolt_ta_col * self.topclipbgaugeDir pos = pos + self.TAEDC * self.topclipbpitchDir pos = pos + rw * self.pitch * self.topclipbpitchDir self.topclipbpositions.append(pos) - + def place(self, origin, gaugeDir, pitchDir, boltDir,borigin,bgaugeDir,bpitchDir,bboltDir, topcliporigin,topclipgaugeDir, topclippitchDir, topclipboltDir,topclipborigin,topclipbgaugeDir,topclipbpitchDir,topclipbboltDir): self.origin = origin self.gaugeDir = gaugeDir self.pitchDir = pitchDir self.boltDir = boltDir self.calculatePositions() - + # for index, pos in enumerate (self.positions): # self.bolts[index].place(pos, gaugeDir, boltDir) # self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) for index, pos in enumerate(self.positions): self.bolts[index].place(pos, gaugeDir, boltDir) self.nuts[index].place((pos + self.sgap * boltDir), gaugeDir, -boltDir) - + self.borigin = borigin self.bgaugeDir = bgaugeDir self.bpitchDir = bpitchDir self.bboltDir = bboltDir self.calculatebPositions() - + # for index, pos in enumerate (self.bpositions): # self.bbolts[index].place(pos, bgaugeDir, bboltDir) # self.bnuts[index].place((pos + self.bgap * bboltDir), bgaugeDir, -bboltDir) for index, pos in enumerate(self.bpositions): self.bbolts[index].place(pos, bgaugeDir, bboltDir) self.bnuts[index].place((pos + self.sbgap * bboltDir), bgaugeDir, -bboltDir) - + self.topcliporigin = topcliporigin self.topclipgaugeDir = topclipgaugeDir self.topclippitchDir = topclippitchDir @@ -241,7 +241,7 @@ def place(self, origin, gaugeDir, pitchDir, boltDir,borigin,bgaugeDir,bpitchDir, self.topclipbpitchDir = topclipbpitchDir self.topclipbboltDir = topclipbboltDir self.calculatetopclipbPositions() - + # for index, pos in enumerate (self.topclipbpositions): # self.topclipbbolts[index].place(pos, topclipbgaugeDir, topclipbboltDir) # self.topclipbnuts[index].place((pos + self.gap * topclipbboltDir), topclipbgaugeDir, -topclipbboltDir) @@ -261,37 +261,37 @@ def createModel(self): for nut in self.nuts: self.models.append(nut.create_model()) - + dbg = self.dbgSphere(self.origin) self.models.append(dbg) - + for bolt in self.bbolts: self.models.append(bolt.create_model()) for nut in self.bnuts: self.models.append(nut.create_model()) - + dbg = self.dbgSphere(self.borigin) self.models.append(dbg) - + for bolt in self.topclipbolts: self.models.append(bolt.create_model()) - + for nut in self.topclipnuts: self.models.append(nut.create_model()) - + dbg = self.dbgSphere(self.topcliporigin) self.models.append(dbg) - + for bolt in self.topclipbbolts: self.models.append(bolt.create_model()) - + for nut in self.topclipbnuts: self.models.append(nut.create_model()) - + dbg = self.dbgSphere(self.topclipborigin) self.models.append(dbg) - + def get_beam_bolts(self): boltlist = [] for bolt in self.bbolts: @@ -299,7 +299,7 @@ def get_beam_bolts(self): for bolt in self.topclipbolts: boltlist.append(bolt.create_model()) return boltlist - + def get_column_bolts(self): boltlist = [] for bolt in self.bolts: @@ -307,11 +307,9 @@ def get_column_bolts(self): for bolt in self.topclipbbolts: boltlist.append(bolt.create_model()) return boltlist - + def dbgSphere(self, pt): return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() - + def get_models(self): - return self.models - - \ No newline at end of file + return self.models diff --git a/design_report/__init__.py b/osdag_core/cad/ShearConnections/SeatedAngle/__init__.py similarity index 100% rename from design_report/__init__.py rename to osdag_core/cad/ShearConnections/SeatedAngle/__init__.py diff --git a/design_type/__init__.py b/osdag_core/cad/ShearConnections/__init__.py similarity index 100% rename from design_type/__init__.py rename to osdag_core/cad/ShearConnections/__init__.py diff --git a/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted.py b/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted.py new file mode 100644 index 000000000..c301d0d18 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted.py @@ -0,0 +1,395 @@ +import numpy +from OCC.Display.SimpleGui import init_display +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from OCC.Core.BOPAlgo import BOPAlgo_Builder +from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN,Quantity_NOC_GRAY,Quantity_NOC_BLUE1,Quantity_NOC_RED,Quantity_Color, Quantity_TOC_RGB +from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM, Graphic3d_NOM_STEEL +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere, BRepPrimAPI_MakeCylinder +from OCC.Core.gp import gp_Ax2, gp_Pnt, gp_Dir +# Import the component classes +from ...items.bolt import Bolt +from ...items.nut import Nut +from ...items.plate import Plate + + + +def create_bolted_butt_joint(plate1_thickness = 4, plate2_thickness = 4,cover_thickness=3, plate_width = 100, bolt_dia = 16, + bolt_rows=3,bolt_cols=7,pitch=20,gauge=20,edge=12,end=13.6,number_bolts=7, cover_type="Single-Cover"): + + # --- Top Alignment Logic --- + # We want the TOP surfaces of both plates to be at the same level. + # Let's define the "Reference Top Level" relative to the global origin Z=0. + # If the thickest plate is centered at Z=0 (from -MAX/2 to MAX/2), its top is at MAX/2. + # So, Reference Top = MAX_THICKNESS / 2.0. + + MAX_THICKNESS = max(plate1_thickness, plate2_thickness) + reference_top_z = MAX_THICKNESS / 2.0 + + # Fallback: If gauge is 0 and we have multiple columns, calculate gauge from plate width + # This handles the case when Design Rows=1 (which sets gauge=0) but we need spacing across width + print("+"*10) + print("debug: "+ str(gauge)) + print(bolt_cols) + print("+"*10) + # if gauge == 0 and bolt_cols >= 1: + # """ + # this if statement is added temporarily to fix the calculation error. + # Please comment or remove once the calculation bug is fixed + # """ + + # available_width = plate_width - (2 * edge) + # temp = bolt_cols + # bolt_cols = bolt_rows + # bolt_rows = temp + # if bolt_cols!=1: + # gauge = available_width / (bolt_cols - 1) + # else: + # gauge = available_width + # print(f"DEBUG BOLT: gauge was 0, calculated gauge={gauge} from plate_width={plate_width}, edge={edge}") + + # Calculate cover plate length based on the formula: 2 * [(2*end) + (rows-1)*pitch] + # bolt_rows is the number of rows (lines parallel to X-axis) - count along Y-axis + cover_plate_length = 2 * ((2 * end) + (bolt_rows - 1) * pitch) + + plate_length = 1.25 * cover_plate_length #initially i had set it as 2 * cover_plate_length + + nut_thickness = 3.0 + # Bolt parameters + bolt_head_radius = bolt_dia/2 + bolt_head_thickness = 3.0 + # Bolt length must encompass the thickest path: + # Single-Cover: Max(T) + Cover + Head + Nut + # Double-Cover: Max(T) + 2*Cover + Head + Nut (bolt goes through both cover plates) + if cover_type == "Double-Cover": + bolt_length = MAX_THICKNESS + (2 * cover_thickness) + bolt_head_thickness + nut_thickness + 10.0 + else: + bolt_length = MAX_THICKNESS + cover_thickness + bolt_head_thickness + nut_thickness + 10.0 + bolt_shaft_radius = 1.5 + + # Nut parameters + nut_radius = bolt_head_radius + nut_height = bolt_head_radius + nut_inner_radius = bolt_shaft_radius + + # Create Plate 1 + # Top surface must be at reference_top_z. + # Plate 1 extends from (Top - T1) to Top. + # Center Z1 = Top - T1/2. + center_z1 = reference_top_z - (plate1_thickness / 2.0) + + origin1 = numpy.array([0.0, 0.0, center_z1]) + uDir1 = numpy.array([0.0, 0.0, 1.0]) + wDir1 = numpy.array([1.0, 0.0, 0.0]) + + plate1 = Plate(plate_length, plate_width, plate1_thickness) + plate1.place(origin1, uDir1, wDir1) + plate1_model = plate1.create_model() + + # Create Plate 2 + # Top surface must be at reference_top_z. + # Center Z2 = Top - T2/2. + center_z2 = reference_top_z - (plate2_thickness / 2.0) + + origin2 = numpy.array([0.0, plate_length, center_z2]) + uDir2 = numpy.array([0.0, 0.0, 1.0]) + wDir2 = numpy.array([1.0, 0.0, 0.0]) + + plate2 = Plate(plate_length, plate_width, plate2_thickness) + plate2.place(origin2, uDir2, wDir2) + plate2_model = plate2.create_model() + + # Create Cover Plate (Top) + # Sits ON TOP of the reference top level. + # Center Z = Reference Top + Cover_Thickness / 2 + platec2_model = None # Initialize bottom cover plate as None + + cover_center_z = reference_top_z + (cover_thickness / 2.0) + + origin3 = numpy.array([0.0, plate_length / 2.0, cover_center_z]) + uDir3 = numpy.array([0.0, 0.0, 1.0]) + wDir3 = numpy.array([1.0, 0.0, 0.0]) + + platec = Plate(cover_plate_length, plate_width, cover_thickness) + platec.place(origin3, uDir3, wDir3) + platec_model = platec.create_model() + + # Create Bottom Cover Plate (Only if Double-Cover) + packing_plate1_model = None # Initialize packing plates as None + packing_plate2_model = None + + if cover_type == "Double-Cover": + reference_bottom_z = reference_top_z - MAX_THICKNESS + cover_bottom_center_z = reference_bottom_z - (cover_thickness / 2.0) + + origin4 = numpy.array([0.0, plate_length / 2.0, cover_bottom_center_z]) + uDir4 = numpy.array([0.0, 0.0, 1.0]) + wDir4 = numpy.array([1.0, 0.0, 0.0]) + + platec2 = Plate(cover_plate_length, plate_width, cover_thickness) + platec2.place(origin4, uDir4, wDir4) + platec2_model = platec2.create_model() + + # --- Create Packing Plates to fill gaps --- + # A packing plate is needed when a main plate doesn't reach the bottom cover + # The bottom of main plates should align with bottom cover top (reference_bottom_z) + # Plate bottom = reference_top_z - plate_thickness + # Gap = (reference_top_z - plate_thickness) - reference_bottom_z + # = reference_top_z - plate_thickness - (reference_top_z - MAX_THICKNESS) + # = MAX_THICKNESS - plate_thickness + + # Packing plate for Plate 1 side (if plate1 is thinner than MAX_THICKNESS) + gap1 = MAX_THICKNESS - plate1_thickness + if gap1 > 0.1: # Only create if there's a meaningful gap + # Packing plate sits on top of bottom cover, under Plate 1 + # Top of packing plate = bottom of Plate 1 = reference_top_z - plate1_thickness + # Bottom of packing plate = top of bottom cover = reference_bottom_z + packing1_center_z = reference_bottom_z + (gap1 / 2.0) + + # Origin for packing plate 1 (same Y as Plate 1 origin) + origin_pack1 = numpy.array([0.0, 0.0, packing1_center_z]) + uDir_pack1 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack1 = numpy.array([1.0, 0.0, 0.0]) + + # Packing plate has same length and width as the corresponding main plate + packing1 = Plate(plate_length, plate_width, gap1) + packing1.place(origin_pack1, uDir_pack1, wDir_pack1) + packing_plate1_model = packing1.create_model() + + # Packing plate for Plate 2 side (if plate2 is thinner than MAX_THICKNESS) + gap2 = MAX_THICKNESS - plate2_thickness + if gap2 > 0.1: # Only create if there's a meaningful gap + packing2_center_z = reference_bottom_z + (gap2 / 2.0) + + # Origin for packing plate 2 (same Y as Plate 2 origin) + origin_pack2 = numpy.array([0.0, plate_length, packing2_center_z]) + uDir_pack2 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack2 = numpy.array([1.0, 0.0, 0.0]) + + packing2 = Plate(plate_length, plate_width, gap2) + packing2.place(origin_pack2, uDir_pack2, wDir_pack2) + packing_plate2_model = packing2.create_model() + + # --- Calculate Bolt Positions --- + # In a butt joint, the SAME bolt pattern should be on BOTH sides of the joint line + # Place bolts on Plate 1 side, then mirror them on Plate 2 side + bolt_positions = [] + + # Joint line is at y = plate_length / 2 (center of cover plate) + joint_line_y = plate_length / 2.0 + + # Bolt Head Z Origin = Top of Cover Plate = Reference Top + Cover Thickness + bolt_z_origin = reference_top_z + cover_thickness + + print(f"DEBUG BOLT: bolt_rows={bolt_rows}, bolt_cols={bolt_cols}, joint_line_y={joint_line_y}") + print(f"DEBUG BOLT: end={end}, pitch={pitch}, gauge={gauge}") + + # Calculate bolt positions for Plate 1 side (y < joint_line) + # These bolts go from the joint towards Plate 1 + plate1_count = 0 + for row in range(bolt_rows): + for col in range(bolt_cols): + # Place bolts on Plate 1 side - starting from joint line going towards Plate 1 + # Row index drives Y (Length) - using pitch + # Col index drives X (Width) - using gauge + bolt_y = joint_line_y - end - (row * pitch) + bolt_positions.append(( + edge + (col * gauge), + bolt_y, + bolt_z_origin + )) + plate1_count += 1 + print(f"DEBUG BOLT: Plate 1 side bolts created: {plate1_count}") + + # Mirror the same pattern on Plate 2 side (y > joint_line) + # These bolts go from the joint towards Plate 2 + plate2_count = 0 + for row in range(bolt_rows): + for col in range(bolt_cols): + # Place bolts on Plate 2 side - mirror of Plate 1 positions + bolt_y = joint_line_y + end + (row * pitch) + bolt_positions.append(( + edge + (col * gauge), + bolt_y, + bolt_z_origin + )) + plate2_count += 1 + print(f"DEBUG BOLT: Plate 2 side bolts created: {plate2_count}") + print(f"DEBUG BOLT: Total bolt positions: {len(bolt_positions)}") + + # --- Create and Place Bolts & Nuts --- + bolts_models = [] + nuts_models = [] + bolt_uDir = numpy.array([1.0, 0.0, 0.0]) + bolt_shaftDir = numpy.array([0.0, 0.0, -1.0]) + + # Joint line for nut decision + joint_line_y = plate_length / 2.0 + + for pos in bolt_positions: + # Bolt + bolt = Bolt(bolt_head_radius, bolt_head_thickness, bolt_length, bolt_shaft_radius) + bolt.place(pos, bolt_uDir, bolt_shaftDir) + bolt_model = bolt.create_model() + bolts_models.append(bolt_model) + + # Nut + # Determine Z based on which plate it is under and cover_type. + # For Single-Cover: nut is at bottom of main plate + # For Double-Cover: nut is below the bottom cover plate + + if cover_type == "Double-Cover": + # For double cover, nut goes below the bottom cover plate + # Bottom cover plate bottom = reference_top_z - MAX_THICKNESS - cover_thickness + nut_z = reference_top_z - MAX_THICKNESS - cover_thickness + else: + # For single cover, nut goes below the respective main plate + if pos[1] <= joint_line_y: + # Under Plate 1 + nut_z = reference_top_z - plate1_thickness + else: + # Under Plate 2 + nut_z = reference_top_z - plate2_thickness + + nut_origin = numpy.array([pos[0], pos[1], nut_z]) + nut_uDir = numpy.array([1.0, 0.0, 0.0]) + nut_wDir = numpy.array([0.0, 0.0, -1.0]) + + nut = Nut(nut_radius, nut_thickness, nut_height, nut_inner_radius) + nut.place(nut_origin, nut_uDir, nut_wDir) + nut_model = nut.create_model() + nuts_models.append(nut_model) + + # --- Cut Bolt Holes in Plates --- + # Hole radius slightly larger than bolt shaft for clearance + hole_radius = (bolt_dia / 2.0) * 0.7 # Exact fit with bolt + + # Plate 1: Y from 0 to plate_length (centered at plate_length/2 origin is 0) + # Plate 1 spans Y from -plate_length/2 to +plate_length/2 (relative to origin1 at y=0) + plate1_y_min = -plate_width / 2.0 + plate1_y_max = plate_width / 2.0 + plate1_z_bottom = reference_top_z - plate1_thickness + plate1_z_top = reference_top_z + + # Plate 2: origin2 at y=plate_length, spans y from plate_length - plate_width/2 to plate_length + plate_width/2 + plate2_y_min = plate_length - plate_width / 2.0 + plate2_y_max = plate_length + plate_width / 2.0 + plate2_z_bottom = reference_top_z - plate2_thickness + plate2_z_top = reference_top_z + + # Cover plate: origin3 at y=plate_length/2, spans y from 0 to plate_length + cover_y_min = 0.0 + cover_y_max = plate_length + cover_z_bottom = reference_top_z + cover_z_top = reference_top_z + cover_thickness + + # Cut holes in each plate at bolt positions that pass through it + for pos in bolt_positions: + bolt_x, bolt_y, _ = pos + + # Cut hole in Plate 1 (bolts near joint line - y close to plate_length/2) + # Plate 1 spans from y=0 to y=plate_length (in absolute coords), so need bolts with y < plate_length/2 + tolerance + if bolt_y <= plate_length / 2.0 + 10.0: # Add tolerance for bolts near joint + axis1 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate1_z_bottom - 5), gp_Dir(0, 0, 1)) + hole1 = BRepPrimAPI_MakeCylinder(axis1, hole_radius, plate1_thickness + 10).Shape() + plate1_model = BRepAlgoAPI_Cut(plate1_model, hole1).Shape() + + # Cut hole in Plate 2 (bolts near joint line - y close to plate_length/2) + if bolt_y >= plate_length / 2.0 - 10.0: # Add tolerance for bolts near joint + axis2 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate2_z_bottom - 5), gp_Dir(0, 0, 1)) + hole2 = BRepPrimAPI_MakeCylinder(axis2, hole_radius, plate2_thickness + 10).Shape() + plate2_model = BRepAlgoAPI_Cut(plate2_model, hole2).Shape() + + # Cut hole in Cover Plate (all bolts go through cover plate) + axis_cover = gp_Ax2(gp_Pnt(bolt_x, bolt_y, cover_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_cover = BRepPrimAPI_MakeCylinder(axis_cover, hole_radius, cover_thickness + 10).Shape() + platec_model = BRepAlgoAPI_Cut(platec_model, hole_cover).Shape() + + # Cut hole in Bottom Cover Plate (if exists) + if platec2_model is not None: + bottom_cover_z_top = reference_top_z - MAX_THICKNESS + bottom_cover_z_bottom = bottom_cover_z_top - cover_thickness + axis_bottom = gp_Ax2(gp_Pnt(bolt_x, bolt_y, bottom_cover_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_bottom = BRepPrimAPI_MakeCylinder(axis_bottom, hole_radius, cover_thickness + 10).Shape() + platec2_model = BRepAlgoAPI_Cut(platec2_model, hole_bottom).Shape() + + # Cut holes in Packing Plates (if they exist) + if packing_plate1_model is not None and bolt_y <= plate_length / 2.0 + 10.0: + gap1 = MAX_THICKNESS - plate1_thickness + pack1_z_bottom = reference_top_z - MAX_THICKNESS + axis_pack1 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, pack1_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_pack1 = BRepPrimAPI_MakeCylinder(axis_pack1, hole_radius, gap1 + 10).Shape() + packing_plate1_model = BRepAlgoAPI_Cut(packing_plate1_model, hole_pack1).Shape() + + if packing_plate2_model is not None and bolt_y >= plate_length / 2.0 - 10.0: + gap2 = MAX_THICKNESS - plate2_thickness + pack2_z_bottom = reference_top_z - MAX_THICKNESS + axis_pack2 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, pack2_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_pack2 = BRepPrimAPI_MakeCylinder(axis_pack2, hole_radius, gap2 + 10).Shape() + packing_plate2_model = BRepAlgoAPI_Cut(packing_plate2_model, hole_pack2).Shape() + + # Use BOPAlgo_Builder for assembly + builder = BOPAlgo_Builder() + + builder.AddArgument(plate1_model) + builder.AddArgument(plate2_model) + + for bolt_model in bolts_models: + builder.AddArgument(bolt_model) + + for nut_model in nuts_models: + builder.AddArgument(nut_model) + + builder.Perform() + + assembly = builder.Shape() + + return assembly, plate1_model, plate2_model, platec_model, platec2_model, bolts_models, nuts_models, packing_plate1_model, packing_plate2_model + + +# Main execution +if __name__ == "__main__": + # Create the bolted butt joint + # Added these values for debugging the model, since UI is not working + butt_joint, plate1, plate2, platec, bolts, nuts = create_bolted_butt_joint( + plate1_thickness=8, + plate2_thickness=14, + cover_thickness=5, + plate_width=200, + bolt_dia=10, + bolt_rows=4, + bolt_cols=6, + pitch=50, + gauge=40, + edge=30, + end=30, + number_bolts=24 + ) + + redd=Quantity_Color(0.28, 0, 0, Quantity_TOC_RGB) + + # Display the assembly + display, start_display, add_menu, add_function_to_menu = init_display() + + # Display individual components with different colors for better visualization + display.DisplayShape(plate1, update=True) + display.DisplayShape(plate2,material=Graphic3d_NOM_ALUMINIUM, update=True) + display.DisplayShape(platec, material=Graphic3d_NOM_STEEL, update=True) + + # --- Display Bolts and Nuts --- + for bolt_model in bolts: + display.DisplayShape(bolt_model, color=redd, update=True) + + for nut_model in nuts: + display.DisplayShape(nut_model, color=redd, update=True) + + #Highlight the global origin (0,0,0) + origin_point = BRepPrimAPI_MakeSphere(1).Shape() # Small sphere to mark origin + display.DisplayShape(origin_point, color=Quantity_NOC_RED, update=True) + + # Alternative: display the full assembly as a single shape + # display.DisplayShape(lap_joint, update=True) + display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + + display.DisableAntiAliasing() + display.FitAll() + start_display() \ No newline at end of file diff --git a/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted_copy.py b/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted_copy.py new file mode 100644 index 000000000..b15ccb976 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/BoltedButtJoint/Butt_joint_bolted_copy.py @@ -0,0 +1,371 @@ +import numpy +from OCC.Display.SimpleGui import init_display +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from OCC.Core.BOPAlgo import BOPAlgo_Builder +from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN,Quantity_NOC_GRAY,Quantity_NOC_BLUE1,Quantity_NOC_RED,Quantity_Color, Quantity_TOC_RGB +from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM, Graphic3d_NOM_STEEL +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere, BRepPrimAPI_MakeCylinder +from OCC.Core.gp import gp_Ax2, gp_Pnt, gp_Dir +# Import the component classes +from ...items.bolt import Bolt +from ...items.nut import Nut +from ...items.plate import Plate + + + +def create_bolted_butt_joint(plate1_thickness = 4, plate2_thickness = 4,cover_thickness=3, plate_width = 100, bolt_dia = 16, + bolt_rows=3,bolt_cols=7,pitch=20,gauge=20,edge=12,end=13.6,number_bolts=7, cover_type="Single-Cover"): + + # --- Top Alignment Logic --- + # We want the TOP surfaces of both plates to be at the same level. + # Let's define the "Reference Top Level" relative to the global origin Z=0. + # If the thickest plate is centered at Z=0 (from -MAX/2 to MAX/2), its top is at MAX/2. + # So, Reference Top = MAX_THICKNESS / 2.0. + + MAX_THICKNESS = max(plate1_thickness, plate2_thickness) + reference_top_z = MAX_THICKNESS / 2.0 + + # Calculate cover plate length based on the formula: 2 * [(2*end) + (cols-1)*pitch] + # bolt_cols is the number of columns on ONE side of the joint + cover_plate_length = 2 * ((2 * end) + (bolt_cols - 1) * pitch) + + plate_length = 1.25 * cover_plate_length #initially i had set it as 2 * cover_plate_length + + nut_thickness = 3.0 + # Bolt parameters + bolt_head_radius = bolt_dia/2 + bolt_head_thickness = 3.0 + # Bolt length must encompass the thickest path: + # Single-Cover: Max(T) + Cover + Head + Nut + # Double-Cover: Max(T) + 2*Cover + Head + Nut (bolt goes through both cover plates) + if cover_type == "Double-Cover": + bolt_length = MAX_THICKNESS + (2 * cover_thickness) + bolt_head_thickness + nut_thickness + 10.0 + else: + bolt_length = MAX_THICKNESS + cover_thickness + bolt_head_thickness + nut_thickness + 10.0 + bolt_shaft_radius = 1.5 + + # Nut parameters + nut_radius = bolt_head_radius + nut_height = bolt_head_radius + nut_inner_radius = bolt_shaft_radius + + # Create Plate 1 + # Top surface must be at reference_top_z. + # Plate 1 extends from (Top - T1) to Top. + # Center Z1 = Top - T1/2. + center_z1 = reference_top_z - (plate1_thickness / 2.0) + + origin1 = numpy.array([0.0, 0.0, center_z1]) + uDir1 = numpy.array([0.0, 0.0, 1.0]) + wDir1 = numpy.array([1.0, 0.0, 0.0]) + + plate1 = Plate(plate_length, plate_width, plate1_thickness) + plate1.place(origin1, uDir1, wDir1) + plate1_model = plate1.create_model() + + # Create Plate 2 + # Top surface must be at reference_top_z. + # Center Z2 = Top - T2/2. + center_z2 = reference_top_z - (plate2_thickness / 2.0) + + origin2 = numpy.array([0.0, plate_length, center_z2]) + uDir2 = numpy.array([0.0, 0.0, 1.0]) + wDir2 = numpy.array([1.0, 0.0, 0.0]) + + plate2 = Plate(plate_length, plate_width, plate2_thickness) + plate2.place(origin2, uDir2, wDir2) + plate2_model = plate2.create_model() + + # Create Cover Plate (Top) + # Sits ON TOP of the reference top level. + # Center Z = Reference Top + Cover_Thickness / 2 + platec2_model = None # Initialize bottom cover plate as None + + cover_center_z = reference_top_z + (cover_thickness / 2.0) + + origin3 = numpy.array([0.0, plate_length / 2.0, cover_center_z]) + uDir3 = numpy.array([0.0, 0.0, 1.0]) + wDir3 = numpy.array([1.0, 0.0, 0.0]) + + platec = Plate(cover_plate_length, plate_width, cover_thickness) + platec.place(origin3, uDir3, wDir3) + platec_model = platec.create_model() + + # Create Bottom Cover Plate (Only if Double-Cover) + packing_plate1_model = None # Initialize packing plates as None + packing_plate2_model = None + + if cover_type == "Double-Cover": + reference_bottom_z = reference_top_z - MAX_THICKNESS + cover_bottom_center_z = reference_bottom_z - (cover_thickness / 2.0) + + origin4 = numpy.array([0.0, plate_length / 2.0, cover_bottom_center_z]) + uDir4 = numpy.array([0.0, 0.0, 1.0]) + wDir4 = numpy.array([1.0, 0.0, 0.0]) + + platec2 = Plate(cover_plate_length, plate_width, cover_thickness) + platec2.place(origin4, uDir4, wDir4) + platec2_model = platec2.create_model() + + # --- Create Packing Plates to fill gaps --- + # A packing plate is needed when a main plate doesn't reach the bottom cover + # The bottom of main plates should align with bottom cover top (reference_bottom_z) + # Plate bottom = reference_top_z - plate_thickness + # Gap = (reference_top_z - plate_thickness) - reference_bottom_z + # = reference_top_z - plate_thickness - (reference_top_z - MAX_THICKNESS) + # = MAX_THICKNESS - plate_thickness + + # Packing plate for Plate 1 side (if plate1 is thinner than MAX_THICKNESS) + gap1 = MAX_THICKNESS - plate1_thickness + if gap1 > 0.1: # Only create if there's a meaningful gap + # Packing plate sits on top of bottom cover, under Plate 1 + # Top of packing plate = bottom of Plate 1 = reference_top_z - plate1_thickness + # Bottom of packing plate = top of bottom cover = reference_bottom_z + packing1_center_z = reference_bottom_z + (gap1 / 2.0) + + # Origin for packing plate 1 (same Y as Plate 1 origin) + origin_pack1 = numpy.array([0.0, 0.0, packing1_center_z]) + uDir_pack1 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack1 = numpy.array([1.0, 0.0, 0.0]) + + # Packing plate has same length and width as the corresponding main plate + packing1 = Plate(plate_length, plate_width, gap1) + packing1.place(origin_pack1, uDir_pack1, wDir_pack1) + packing_plate1_model = packing1.create_model() + + # Packing plate for Plate 2 side (if plate2 is thinner than MAX_THICKNESS) + gap2 = MAX_THICKNESS - plate2_thickness + if gap2 > 0.1: # Only create if there's a meaningful gap + packing2_center_z = reference_bottom_z + (gap2 / 2.0) + + # Origin for packing plate 2 (same Y as Plate 2 origin) + origin_pack2 = numpy.array([0.0, plate_length, packing2_center_z]) + uDir_pack2 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack2 = numpy.array([1.0, 0.0, 0.0]) + + packing2 = Plate(plate_length, plate_width, gap2) + packing2.place(origin_pack2, uDir_pack2, wDir_pack2) + packing_plate2_model = packing2.create_model() + + # --- Calculate Bolt Positions --- + # In a butt joint, the SAME bolt pattern should be on BOTH sides of the joint line + # Place bolts on Plate 1 side, then mirror them on Plate 2 side + bolt_positions = [] + + # Joint line is at y = plate_length / 2 (center of cover plate) + joint_line_y = plate_length / 2.0 + + # Bolt Head Z Origin = Top of Cover Plate = Reference Top + Cover Thickness + bolt_z_origin = reference_top_z + cover_thickness + + print(f"DEBUG BOLT: bolt_rows={bolt_rows}, bolt_cols={bolt_cols}, joint_line_y={joint_line_y}") + print(f"DEBUG BOLT: end={end}, pitch={pitch}") + + # Calculate bolt positions for Plate 1 side (y < joint_line) + # These bolts go from the joint towards Plate 1 + plate1_count = 0 + for col in range(bolt_cols): + for row in range(bolt_rows): + # Place bolts on Plate 1 side - starting from joint line going towards Plate 1 + bolt_y = joint_line_y - end - (col * pitch) + bolt_positions.append(( + edge + (row * gauge), + bolt_y, + bolt_z_origin + )) + plate1_count += 1 + print(f"DEBUG BOLT: Plate 1 side bolts created: {plate1_count}") + + # Mirror the same pattern on Plate 2 side (y > joint_line) + # These bolts go from the joint towards Plate 2 + plate2_count = 0 + for col in range(bolt_cols): + for row in range(bolt_rows): + # Place bolts on Plate 2 side - mirror of Plate 1 positions + bolt_y = joint_line_y + end + (col * pitch) + bolt_positions.append(( + edge + (row * gauge), + bolt_y, + bolt_z_origin + )) + plate2_count += 1 + print(f"DEBUG BOLT: Plate 2 side bolts created: {plate2_count}") + print(f"DEBUG BOLT: Total bolt positions: {len(bolt_positions)}") + + # --- Create and Place Bolts & Nuts --- + bolts_models = [] + nuts_models = [] + bolt_uDir = numpy.array([1.0, 0.0, 0.0]) + bolt_shaftDir = numpy.array([0.0, 0.0, -1.0]) + + # Joint line for nut decision + joint_line_y = plate_length / 2.0 + + for pos in bolt_positions: + # Bolt + bolt = Bolt(bolt_head_radius, bolt_head_thickness, bolt_length, bolt_shaft_radius) + bolt.place(pos, bolt_uDir, bolt_shaftDir) + bolt_model = bolt.create_model() + bolts_models.append(bolt_model) + + # Nut + # Determine Z based on which plate it is under and cover_type. + # For Single-Cover: nut is at bottom of main plate + # For Double-Cover: nut is below the bottom cover plate + + if cover_type == "Double-Cover": + # For double cover, nut goes below the bottom cover plate + # Bottom cover plate bottom = reference_top_z - MAX_THICKNESS - cover_thickness + nut_z = reference_top_z - MAX_THICKNESS - cover_thickness + else: + # For single cover, nut goes below the respective main plate + if pos[1] <= joint_line_y: + # Under Plate 1 + nut_z = reference_top_z - plate1_thickness + else: + # Under Plate 2 + nut_z = reference_top_z - plate2_thickness + + nut_origin = numpy.array([pos[0], pos[1], nut_z]) + nut_uDir = numpy.array([1.0, 0.0, 0.0]) + nut_wDir = numpy.array([0.0, 0.0, -1.0]) + + nut = Nut(nut_radius, nut_thickness, nut_height, nut_inner_radius) + nut.place(nut_origin, nut_uDir, nut_wDir) + nut_model = nut.create_model() + nuts_models.append(nut_model) + + # --- Cut Bolt Holes in Plates --- + # Hole radius slightly larger than bolt shaft for clearance + hole_radius = (bolt_dia / 2.0) * 0.7 # Exact fit with bolt + + # Plate 1: Y from 0 to plate_length (centered at plate_length/2 origin is 0) + # Plate 1 spans Y from -plate_length/2 to +plate_length/2 (relative to origin1 at y=0) + plate1_y_min = -plate_width / 2.0 + plate1_y_max = plate_width / 2.0 + plate1_z_bottom = reference_top_z - plate1_thickness + plate1_z_top = reference_top_z + + # Plate 2: origin2 at y=plate_length, spans y from plate_length - plate_width/2 to plate_length + plate_width/2 + plate2_y_min = plate_length - plate_width / 2.0 + plate2_y_max = plate_length + plate_width / 2.0 + plate2_z_bottom = reference_top_z - plate2_thickness + plate2_z_top = reference_top_z + + # Cover plate: origin3 at y=plate_length/2, spans y from 0 to plate_length + cover_y_min = 0.0 + cover_y_max = plate_length + cover_z_bottom = reference_top_z + cover_z_top = reference_top_z + cover_thickness + + # Cut holes in each plate at bolt positions that pass through it + for pos in bolt_positions: + bolt_x, bolt_y, _ = pos + + # Cut hole in Plate 1 (bolts near joint line - y close to plate_length/2) + # Plate 1 spans from y=0 to y=plate_length (in absolute coords), so need bolts with y < plate_length/2 + tolerance + if bolt_y <= plate_length / 2.0 + 10.0: # Add tolerance for bolts near joint + axis1 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate1_z_bottom - 5), gp_Dir(0, 0, 1)) + hole1 = BRepPrimAPI_MakeCylinder(axis1, hole_radius, plate1_thickness + 10).Shape() + plate1_model = BRepAlgoAPI_Cut(plate1_model, hole1).Shape() + + # Cut hole in Plate 2 (bolts near joint line - y close to plate_length/2) + if bolt_y >= plate_length / 2.0 - 10.0: # Add tolerance for bolts near joint + axis2 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate2_z_bottom - 5), gp_Dir(0, 0, 1)) + hole2 = BRepPrimAPI_MakeCylinder(axis2, hole_radius, plate2_thickness + 10).Shape() + plate2_model = BRepAlgoAPI_Cut(plate2_model, hole2).Shape() + + # Cut hole in Cover Plate (all bolts go through cover plate) + axis_cover = gp_Ax2(gp_Pnt(bolt_x, bolt_y, cover_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_cover = BRepPrimAPI_MakeCylinder(axis_cover, hole_radius, cover_thickness + 10).Shape() + platec_model = BRepAlgoAPI_Cut(platec_model, hole_cover).Shape() + + # Cut hole in Bottom Cover Plate (if exists) + if platec2_model is not None: + bottom_cover_z_top = reference_top_z - MAX_THICKNESS + bottom_cover_z_bottom = bottom_cover_z_top - cover_thickness + axis_bottom = gp_Ax2(gp_Pnt(bolt_x, bolt_y, bottom_cover_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_bottom = BRepPrimAPI_MakeCylinder(axis_bottom, hole_radius, cover_thickness + 10).Shape() + platec2_model = BRepAlgoAPI_Cut(platec2_model, hole_bottom).Shape() + + # Cut holes in Packing Plates (if they exist) + if packing_plate1_model is not None and bolt_y <= plate_length / 2.0 + 10.0: + gap1 = MAX_THICKNESS - plate1_thickness + pack1_z_bottom = reference_top_z - MAX_THICKNESS + axis_pack1 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, pack1_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_pack1 = BRepPrimAPI_MakeCylinder(axis_pack1, hole_radius, gap1 + 10).Shape() + packing_plate1_model = BRepAlgoAPI_Cut(packing_plate1_model, hole_pack1).Shape() + + if packing_plate2_model is not None and bolt_y >= plate_length / 2.0 - 10.0: + gap2 = MAX_THICKNESS - plate2_thickness + pack2_z_bottom = reference_top_z - MAX_THICKNESS + axis_pack2 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, pack2_z_bottom - 5), gp_Dir(0, 0, 1)) + hole_pack2 = BRepPrimAPI_MakeCylinder(axis_pack2, hole_radius, gap2 + 10).Shape() + packing_plate2_model = BRepAlgoAPI_Cut(packing_plate2_model, hole_pack2).Shape() + + # Use BOPAlgo_Builder for assembly + builder = BOPAlgo_Builder() + + builder.AddArgument(plate1_model) + builder.AddArgument(plate2_model) + + for bolt_model in bolts_models: + builder.AddArgument(bolt_model) + + for nut_model in nuts_models: + builder.AddArgument(nut_model) + + builder.Perform() + + assembly = builder.Shape() + + return assembly, plate1_model, plate2_model, platec_model, platec2_model, bolts_models, nuts_models, packing_plate1_model, packing_plate2_model + + +# Main execution +if __name__ == "__main__": + # Create the bolted butt joint + # Added these values for debugging the model, since UI is not working + butt_joint, plate1, plate2, platec, bolts, nuts = create_bolted_butt_joint( + plate1_thickness=8, + plate2_thickness=14, + cover_thickness=5, + plate_width=200, + bolt_dia=10, + bolt_rows=4, + bolt_cols=6, + pitch=50, + gauge=40, + edge=30, + end=30, + number_bolts=24 + ) + + redd=Quantity_Color(0.28, 0, 0, Quantity_TOC_RGB) + + # Display the assembly + display, start_display, add_menu, add_function_to_menu = init_display() + + # Display individual components with different colors for better visualization + display.DisplayShape(plate1, update=True) + display.DisplayShape(plate2,material=Graphic3d_NOM_ALUMINIUM, update=True) + display.DisplayShape(platec, material=Graphic3d_NOM_STEEL, update=True) + + # --- Display Bolts and Nuts --- + for bolt_model in bolts: + display.DisplayShape(bolt_model, color=redd, update=True) + + for nut_model in nuts: + display.DisplayShape(nut_model, color=redd, update=True) + + #Highlight the global origin (0,0,0) + origin_point = BRepPrimAPI_MakeSphere(1).Shape() # Small sphere to mark origin + display.DisplayShape(origin_point, color=Quantity_NOC_RED, update=True) + + # Alternative: display the full assembly as a single shape + # display.DisplayShape(lap_joint, update=True) + display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + + display.DisableAntiAliasing() + display.FitAll() + start_display() \ No newline at end of file diff --git a/design_type/beam_column/__init__.py b/osdag_core/cad/SimpleConnections/BoltedButtJoint/__init__.py similarity index 100% rename from design_type/beam_column/__init__.py rename to osdag_core/cad/SimpleConnections/BoltedButtJoint/__init__.py diff --git a/osdag_core/cad/SimpleConnections/BoltedLapJoint/bolted_lap_joint.py b/osdag_core/cad/SimpleConnections/BoltedLapJoint/bolted_lap_joint.py new file mode 100644 index 000000000..8e65cb2d0 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/BoltedLapJoint/bolted_lap_joint.py @@ -0,0 +1,199 @@ +import numpy +from OCC.Display.SimpleGui import init_display +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from OCC.Core.BOPAlgo import BOPAlgo_Builder +from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN,Quantity_NOC_GRAY,Quantity_NOC_BLUE1,Quantity_NOC_RED +from OCC.Core.Graphic3d import * +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere, BRepPrimAPI_MakeCylinder +from OCC.Core.gp import gp_Ax2, gp_Pnt, gp_Dir +# Import the component classes +from ...items.bolt import Bolt +from ...items.nut import Nut +from ...items.plate import Plate + +def create_bolted_lap_joint(plate1_thickness = 16, plate2_thickness = 8, plate_width = 100, bolt_dia = 16, actual_overlap_length=50, + bolt_rows=4,bolt_cols=2,pitch=20,gauge=20,edge=12,end=13.6,number_bolts=7): + + plate_length = 2 * actual_overlap_length + + # Calculate the offset of the second plate + plate2_offset = plate_length - actual_overlap_length + + nut_thickness = bolt_dia * 0.5 + # Bolt parameters + bolt_head_radius = bolt_dia * 0.8 + bolt_head_thickness = bolt_dia * 0.4 + bolt_shaft_radius = bolt_dia / 2.0 + + extra_length = 5.0 # stickout + bolt_length = (plate1_thickness + plate2_thickness) + nut_thickness + extra_length + + # Nut parameters + nut_radius = bolt_head_radius + + nut_height = nut_thickness + 2.0 # Ensure hole cuts through + nut_inner_radius = bolt_shaft_radius + + # Create the first plate + # Position it at the origin + origin1 = numpy.array([0.0, 0.0, 0.0]) # Global origin lies at midpoint of plate 1 + uDir1 = numpy.array([0.0, 0.0, 1.0]) # Points along Z axis (height) + wDir1 = numpy.array([1.0, 0.0, 0.0]) # Points along X axis (length) + + plate1 = Plate(plate_length, plate_width, plate1_thickness) + plate1.place(origin1, uDir1, wDir1) + plate1_model = plate1.create_model() + + # Create the second plate + # Position it so that it properly overlaps with the first plate + # The second plate is elevated by plate1_thickness and offset in Y direction + + origin2 = numpy.array([0.0, plate2_offset, 0.5*(plate1_thickness+plate2_thickness)]) + uDir2 = numpy.array([0.0, 0.0, 1.0]) + wDir2 = numpy.array([1.0, 0.0, 0.0]) + + plate2 = Plate(plate_length, plate_width, plate2_thickness) + plate2.place(origin2, uDir2, wDir2) + plate2_model = plate2.create_model() + + bolt_positions=[] + + # Calculate bolt positions + count = 0 + exit_loops = False # Flag to break both loops + + print(f"[DEBUG CAD] Creating bolt positions: rows={bolt_rows}, cols={bolt_cols}, gauge={gauge}, pitch={pitch}, edge={edge}, end={end}") + print(f"[DEBUG CAD] plate_length={plate_length}, actual_overlap_length={actual_overlap_length}") + + for col in range(bolt_cols): + for row in range(bolt_rows): + if count==number_bolts: + exit_loops = True + break # Break out of the inner loop + + x_pos = edge + (row * gauge) + y_pos = plate_length / 2 - actual_overlap_length + end + (col * pitch) + z_pos = (0.5 * plate1_thickness) + plate2_thickness + bolt_positions.append((x_pos, y_pos, z_pos)) + print(f"[DEBUG CAD] Bolt {count}: col={col}, row={row}, pos=({x_pos:.1f}, {y_pos:.1f}, {z_pos:.1f})") + count += 1 + + if exit_loops: # Check flag to break outer loop + break + + print(f"[DEBUG CAD] Total bolt positions created: {len(bolt_positions)}") + + + + # Create bolts and nuts at the calculated positions + bolts_models = [] + nuts_models = [] + + bolt_uDir = numpy.array([1.0, 0.0, 0.0]) + bolt_shaftDir = numpy.array([0.0, 0.0, -1.0]) # Points downward through both plates + for pos in bolt_positions: + # Start bolts from the top of second plate + bolt = Bolt(bolt_head_radius, bolt_head_thickness, bolt_length, bolt_shaft_radius) + bolt.place(pos, bolt_uDir, bolt_shaftDir) + bolt_model = bolt.create_model() + bolts_models.append(bolt_model) + + # Position nuts at the bottom of the first plate + nut_origin = numpy.array([pos[0], pos[1], -0.5*plate1_thickness]) + nut_uDir = numpy.array([1.0, 0.0, 0.0]) + nut_wDir = numpy.array([0.0, 0.0, -1.0]) # Points downward + + nut = Nut(nut_radius, nut_thickness, nut_height, nut_inner_radius) + nut.place(nut_origin, nut_uDir, nut_wDir) + nut_model = nut.create_model() + nuts_models.append(nut_model) + + # --- Cut Bolt Holes in Plates --- + # Hole radius slightly larger than bolt shaft for clearance + hole_radius = (bolt_dia / 2.0) * 0.7 # Exact fit with bolt + + # Plate 1: Z from -plate1_thickness/2 to +plate1_thickness/2 + plate1_z_bottom = -plate1_thickness / 2.0 + plate1_z_top = plate1_thickness / 2.0 + + # Plate 2: Z from plate1_thickness/2 to plate1_thickness/2 + plate2_thickness + plate2_z_bottom = plate1_thickness / 2.0 + plate2_z_top = plate1_thickness / 2.0 + plate2_thickness + + # Cut holes in each plate at bolt positions + for pos in bolt_positions: + bolt_x, bolt_y, _ = pos + + # Cut hole in Plate 1 (all bolts go through plate1 in overlap area) + axis1 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate1_z_bottom - 5), gp_Dir(0, 0, 1)) + hole1 = BRepPrimAPI_MakeCylinder(axis1, hole_radius, plate1_thickness + 10).Shape() + plate1_model = BRepAlgoAPI_Cut(plate1_model, hole1).Shape() + + # Cut hole in Plate 2 (all bolts go through plate2 in overlap area) + axis2 = gp_Ax2(gp_Pnt(bolt_x, bolt_y, plate2_z_bottom - 5), gp_Dir(0, 0, 1)) + hole2 = BRepPrimAPI_MakeCylinder(axis2, hole_radius, plate2_thickness + 10).Shape() + plate2_model = BRepAlgoAPI_Cut(plate2_model, hole2).Shape() + + # Use BOPAlgo_Builder for assembly + builder = BOPAlgo_Builder() + + # Add all parts to the builder + builder.AddArgument(plate1_model) + builder.AddArgument(plate2_model) + + for bolt_model in bolts_models: + builder.AddArgument(bolt_model) + + for nut_model in nuts_models: + builder.AddArgument(nut_model) + + # Perform the boolean operation + builder.Perform() + + # Get the resulting assembly + assembly = builder.Shape() + + return assembly, plate1_model, plate2_model, bolts_models, nuts_models + +# Main execution +if __name__ == "__main__": + # Create the bolted lap joint + lap_joint, plate1, plate2, bolts, nuts = create_bolted_lap_joint() + + # Display the assembly + display, start_display, add_menu, add_function_to_menu = init_display() + + # Display individual components with different colors for better visualization + display.DisplayShape(plate1, material=Graphic3d_NOM_ALUMINIUM, update=True) + display.DisplayShape(plate2, update=True) + + for bolt in bolts: + display.DisplayShape(bolt, color=Quantity_NOC_SADDLEBROWN, update=True) + + for nut in nuts: + display.DisplayShape(nut, color=Quantity_NOC_SADDLEBROWN, update=True) + # Highlight the global origin (0,0,0) + origin_point = BRepPrimAPI_MakeSphere(1).Shape() # Small sphere to mark origin + display.DisplayShape(origin_point, color=Quantity_NOC_RED, update=True) + + # Alternative: display the full assembly as a single shape + # display.DisplayShape(lap_joint, update=True) + display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + + display.DisableAntiAliasing() + display.FitAll() + start_display() + + +# bolt_positions = [ +# # Format: (x, y, z) +# # Left side, bottom and top corners of overlap +# (edge, plate_length/2 - actual_overlap_length + end, (0.5*plate1_thickness)+plate2_thickness), +# (edge + gauge, plate_length/2 - actual_overlap_length + end, (0.5*plate1_thickness)+plate2_thickness), +# (edge, plate_length/2 - end, (0.5*plate1_thickness)+plate2_thickness), + +# # Right side, bottom and top corners of overlap +# (plate_width - edge, plate_length/2 - actual_overlap_length + end, (0.5*plate1_thickness)+plate2_thickness), +# (plate_width - edge, plate_length/2 - end, (0.5*plate1_thickness)+plate2_thickness) +# ] + \ No newline at end of file diff --git a/osdag_core/cad/SimpleConnections/WeldedButtJoint/Butt_joint_welded.py b/osdag_core/cad/SimpleConnections/WeldedButtJoint/Butt_joint_welded.py new file mode 100644 index 000000000..839ab0d12 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/WeldedButtJoint/Butt_joint_welded.py @@ -0,0 +1,258 @@ + +import numpy +from OCC.Display.SimpleGui import init_display +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BOPAlgo import BOPAlgo_Builder +from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN,Quantity_NOC_GRAY,Quantity_NOC_BLUE1,Quantity_NOC_RED,Quantity_Color, Quantity_TOC_RGB +from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM, Graphic3d_NOM_STEEL +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere + +# Import the component classes +import sys +import os + +try: + from ...items.plate import Plate + from ...items.filletweld import FilletWeld +except ImportError: + # Fallback for when running the script directly + # We need to add the 'src' directory to sys.path + # Path: src/osdag_core/cad/SimpleConnections/WeldedButtJoint/Butt_joint_welded.py + # Up 4 levels: src + src_path = os.path.abspath(os.path.join(os.path.dirname(__file__), '../../../../')) + if src_path not in sys.path: + sys.path.append(src_path) + + from osdag_core.cad.items.plate import Plate + from osdag_core.cad.items.filletweld import FilletWeld + +def create_welded_butt_joint(plate1_thickness=4, plate2_thickness=4, cover_thickness=3, plate_width=100, weld_size=6, cover_type="Single-Cover"): + + # --- Top Alignment Logic --- + MAX_THICKNESS = max(plate1_thickness, plate2_thickness) + reference_top_z = MAX_THICKNESS / 2.0 + + plate_length = 1.5 * plate_width + + # Create Plate 1 + center_z1 = reference_top_z - (plate1_thickness / 2.0) + origin1 = numpy.array([0.0, 0.0, center_z1]) + uDir1 = numpy.array([0.0, 0.0, 1.0]) + wDir1 = numpy.array([1.0, 0.0, 0.0]) + + plate1 = Plate(plate_length, plate_width, plate1_thickness) + plate1.place(origin1, uDir1, wDir1) + plate1_model = plate1.create_model() + + # Create Plate 2 + center_z2 = reference_top_z - (plate2_thickness / 2.0) + origin2 = numpy.array([0.0, plate_length, center_z2]) + uDir2 = numpy.array([0.0, 0.0, 1.0]) + wDir2 = numpy.array([1.0, 0.0, 0.0]) + + plate2 = Plate(plate_length, plate_width, plate2_thickness) + plate2.place(origin2, uDir2, wDir2) + plate2_model = plate2.create_model() + + # --- Cover Plate(s) Logic --- + + plates_models = [plate1_model, plate2_model] + platec_model = None + platec2_model = None + packing_plate1_model = None # Initialize packing plates as None + packing_plate2_model = None + + # 1. Top Cover (Always present) + # Center Z = Reference Top + Cover_Thickness / 2 + cover_top_center_z = reference_top_z + (cover_thickness / 2.0) + + origin3 = numpy.array([0.0, plate_length / 2.0, cover_top_center_z]) + uDir3 = numpy.array([0.0, 0.0, 1.0]) + wDir3 = numpy.array([1.0, 0.0, 0.0]) + + platec = Plate(plate_length, plate_width, cover_thickness) + platec.place(origin3, uDir3, wDir3) + platec_model = platec.create_model() + plates_models.append(platec_model) + + # 2. Bottom Cover (Only if Double-Cover) + if cover_type == "Double-Cover": + # Bottom of the main assembly is defined by the thickest plate + # Reference Top = MAX_THICKNESS / 2.0 + # Reference Bottom = Reference Top - MAX_THICKNESS = -MAX_THICKNESS / 2.0 + reference_bottom_z = reference_top_z - MAX_THICKNESS + + # Bottom Cover sits below this level + # Center Z = Reference Bottom - (Cover_Thickness / 2) + cover_bottom_center_z = reference_bottom_z - (cover_thickness / 2.0) + + origin4 = numpy.array([0.0, plate_length / 2.0, cover_bottom_center_z]) + uDir4 = numpy.array([0.0, 0.0, 1.0]) + wDir4 = numpy.array([1.0, 0.0, 0.0]) + + platec2 = Plate(plate_length, plate_width, cover_thickness) + platec2.place(origin4, uDir4, wDir4) + platec2_model = platec2.create_model() + plates_models.append(platec2_model) + + # --- Create Packing Plates to fill gaps --- + # A packing plate is needed when a main plate doesn't reach the bottom cover + # Gap = MAX_THICKNESS - plate_thickness + + # Packing plate for Plate 1 side (if plate1 is thinner than MAX_THICKNESS) + gap1 = MAX_THICKNESS - plate1_thickness + if gap1 > 0.1: # Only create if there's a meaningful gap + packing1_center_z = reference_bottom_z + (gap1 / 2.0) + + origin_pack1 = numpy.array([0.0, 0.0, packing1_center_z]) + uDir_pack1 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack1 = numpy.array([1.0, 0.0, 0.0]) + + # Packing plate has same length and width as the corresponding main plate + packing1 = Plate(plate_length, plate_width, gap1) + packing1.place(origin_pack1, uDir_pack1, wDir_pack1) + packing_plate1_model = packing1.create_model() + plates_models.append(packing_plate1_model) + + # Packing plate for Plate 2 side (if plate2 is thinner than MAX_THICKNESS) + gap2 = MAX_THICKNESS - plate2_thickness + if gap2 > 0.1: # Only create if there's a meaningful gap + packing2_center_z = reference_bottom_z + (gap2 / 2.0) + + origin_pack2 = numpy.array([0.0, plate_length, packing2_center_z]) + uDir_pack2 = numpy.array([0.0, 0.0, 1.0]) + wDir_pack2 = numpy.array([1.0, 0.0, 0.0]) + + packing2 = Plate(plate_length, plate_width, gap2) + packing2.place(origin_pack2, uDir_pack2, wDir_pack2) + packing_plate2_model = packing2.create_model() + plates_models.append(packing_plate2_model) + else: + # Single-Cover: Only Top Cover is created (platec) + pass + + # --- Create Welds --- + # We use FilletWeld + # The FilletWeld class creates a prism. The 'place' Method sets: + # sec_origin: The corner point of the weld triangle (at the 90 degree vertex) + # uDir: Direction of the 'b' leg + # wDir: Direction of the extrude length (L) + # The 'h' leg is automatically computed as cross(wDir, uDir) * h ? No, let's check class usage. + # FilletWeld class: + # vDir = cross(wDir, uDir) + # a1 = origin + # a2 = origin + b * uDir + # a3 = origin + h * vDir + # So vDir is the 'h' leg direction. + + welds_models = [] + + # --- Top Welds (Associated with platec) --- + + # Weld 1: Transverse weld at the start of Cover Plate (y=0) on Plate 1 + # Location: y=0, z=reference_top_z + # uDir (Base): -Y (Along plate 1) + # wDir (Length): -X (From W to 0) -> This gives vDir = +Z + + weld1_origin = numpy.array([plate_width, 0.0, reference_top_z]) + weld1_uDir = numpy.array([0.0, -1.0, 0.0]) + weld1_wDir = numpy.array([-1.0, 0.0, 0.0]) + + weld1 = FilletWeld(weld_size, weld_size, plate_width) + weld1.place(weld1_origin, weld1_uDir, weld1_wDir) + weld1_model = weld1.create_model() + welds_models.append(weld1_model) + + # Weld 2: Transverse weld at the end of Cover Plate (y=plate_length) on Plate 2 + # Location: y=plate_length, z=reference_top_z + # uDir (Base): +Y (Along plate 2) + # wDir (Length): +X (From 0 to W) -> This gives vDir = +Z + + weld2_origin = numpy.array([0.0, plate_length, reference_top_z]) + weld2_uDir = numpy.array([0.0, 1.0, 0.0]) + weld2_wDir = numpy.array([1.0, 0.0, 0.0]) + + weld2 = FilletWeld(weld_size, weld_size, plate_width) + weld2.place(weld2_origin, weld2_uDir, weld2_wDir) + weld2_model = weld2.create_model() + welds_models.append(weld2_model) + + # --- Bottom Welds (Associated with platec2) --- + if cover_type == "Double-Cover": + reference_bottom_z = reference_top_z - MAX_THICKNESS + + # Weld 3: Transverse weld at start of Bottom Cover (y=0) on Plate 1 + # Location: y=0, z=reference_bottom_z + # uDir (Base): -Y + # wDir (Length): +X -> This gives vDir = -Z + + weld3_origin = numpy.array([0.0, 0.0, reference_bottom_z]) + weld3_uDir = numpy.array([0.0, -1.0, 0.0]) + weld3_wDir = numpy.array([1.0, 0.0, 0.0]) + + weld3 = FilletWeld(weld_size, weld_size, plate_width) + weld3.place(weld3_origin, weld3_uDir, weld3_wDir) + weld3_model = weld3.create_model() + welds_models.append(weld3_model) + + # Weld 4: Transverse weld at end of Bottom Cover (y=plate_length) on Plate 2 + # Location: y=plate_length, z=reference_bottom_z + # uDir (Base): +Y + # wDir (Length): -X -> This gives vDir = -Z + + weld4_origin = numpy.array([plate_width, plate_length, reference_bottom_z]) + weld4_uDir = numpy.array([0.0, 1.0, 0.0]) + weld4_wDir = numpy.array([-1.0, 0.0, 0.0]) + + weld4 = FilletWeld(weld_size, weld_size, plate_width) + weld4.place(weld4_origin, weld4_uDir, weld4_wDir) + weld4_model = weld4.create_model() + welds_models.append(weld4_model) + else: + # Single-Cover: No bottom welds + pass + + + # --- Assembly --- + builder = BOPAlgo_Builder() + for model in plates_models: + builder.AddArgument(model) + + for weld_model in welds_models: + builder.AddArgument(weld_model) + + builder.Perform() + assembly = builder.Shape() + + return assembly, plate1_model, plate2_model, platec_model, platec2_model, welds_models, packing_plate1_model, packing_plate2_model + +if __name__ == "__main__": + # Test Single Cover + assembly, plate1, plate2, platec, platec2, welds = create_welded_butt_joint( + plate1_thickness=14, + plate2_thickness=14, + cover_thickness=5, + plate_width=200, + weld_size=6, + cover_type="Double-Cover" + ) + + display, start_display, add_menu, add_function_to_menu = init_display() + + display.DisplayShape(plate1, update=True) + display.DisplayShape(plate2, material=Graphic3d_NOM_ALUMINIUM, update=True) + display.DisplayShape(platec, material=Graphic3d_NOM_STEEL, update=True) + + if platec2: + display.DisplayShape(platec2, material=Graphic3d_NOM_STEEL, update=True) + + for weld in welds: + display.DisplayShape(weld, color=Quantity_Color(Quantity_NOC_RED), update=True) + + origin_point = BRepPrimAPI_MakeSphere(1).Shape() + display.DisplayShape(origin_point, color=Quantity_NOC_RED, update=True) + + display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + display.DisableAntiAliasing() + display.FitAll() + start_display() diff --git a/osdag_core/cad/SimpleConnections/WeldedButtJoint/__init__.py b/osdag_core/cad/SimpleConnections/WeldedButtJoint/__init__.py new file mode 100644 index 000000000..8b1378917 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/WeldedButtJoint/__init__.py @@ -0,0 +1 @@ + diff --git a/osdag_core/cad/SimpleConnections/WeldedLapJoint/welded_lap_joint.py b/osdag_core/cad/SimpleConnections/WeldedLapJoint/welded_lap_joint.py new file mode 100644 index 000000000..741ab61d8 --- /dev/null +++ b/osdag_core/cad/SimpleConnections/WeldedLapJoint/welded_lap_joint.py @@ -0,0 +1,82 @@ +import numpy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_GRAY, Quantity_NOC_BLUE1, Quantity_NOC_RED +from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Dir + +# Import the component classes +from ...items.plate import Plate +from ...items.filletweld import FilletWeld +import math + +def create_welded_lap_joint(plate1_thickness, plate2_thickness, plate_width, overlap_length, weld_size): + + plate_length = 3 * overlap_length + + # Calculate the offset of the second plate + plate2_offset = plate_length - overlap_length + + # Create the first plate + # Position it at the origin + origin1 = numpy.array([0.0, 0.0, 0.0]) + uDir1 = numpy.array([0.0, 0.0, 1.0]) # Points along Z axis (height) + wDir1 = numpy.array([1.0, 0.0, 0.0]) # Points along X axis (length) + + plate1 = Plate(plate_length, plate_width, plate1_thickness) + plate1.place(origin1, uDir1, wDir1) + plate1_model = plate1.create_model() + + # Create the second plate + # Position it so that it properly overlaps with the first plate + # The second plate is elevated by plate1_thickness and offset in Y direction + + origin2 = numpy.array([0.0, plate2_offset, 0.5*(plate1_thickness+plate2_thickness)]) + uDir2 = numpy.array([0.0, 0.0, 1.0]) + wDir2 = numpy.array([1.0, 0.0, 0.0]) + + plate2 = Plate(plate_length, plate_width, plate2_thickness) + plate2.place(origin2, uDir2, wDir2) + plate2_model = plate2.create_model() + + # Create welds + weld_l = plate_width + weld_h = weld_size + weld_b = weld_size + + # Weld 1: Transverse weld at the "start" of overlap (Plate 2 edge) + # Use the calculated weld size from design output + weld1 = FilletWeld(weld_size, weld_size, weld_l) + # Origin at (0, offset - L/2, T1/2) - Interface level, start of overlap + # uDir along +Z (Up Plate 2 face) + # wDir along +X (Extrusion) + # vDir will be -Y (Along Plate 1 surface) + origin_w1 = numpy.array([0.0, plate2_offset - plate_length/2, plate1_thickness/2]) + uDir_w1 = numpy.array([0.0, 0.0, 1.0]) + wDir_w1 = numpy.array([1.0, 0.0, 0.0]) + weld1.place(origin_w1, uDir_w1, wDir_w1) + weld1_model = weld1.create_model() + + # Weld 2: Transverse weld at the "end" of overlap (Plate 1 edge) + # Use the calculated weld size from design output + weld2 = FilletWeld(weld_size, weld_size, weld_l) + # Origin at (0, L/2, T1/2) - Interface level, end of overlap + # uDir along -Z (Down Plate 1 face) + # wDir along +X (Extrusion) + # vDir will be +Y (Along Plate 2 bottom) + origin_w2 = numpy.array([0.0, plate_length/2, plate1_thickness/2]) + uDir_w2 = numpy.array([0.0, 0.0, -1.0]) + wDir_w2 = numpy.array([1.0, 0.0, 0.0]) + weld2.place(origin_w2, uDir_w2, wDir_w2) + weld2_model = weld2.create_model() + + weld_models = [weld1_model, weld2_model] + + # Fuse the assembly for the main model + # Note: BRepAlgoAPI_Fuse can fuse two shapes. To fuse multiple, we might need a loop or BOPAlgo_Builder. + # For visualization, we can just return the list of components. + # But if 'assembly' is expected to be a single shape, we might need to fuse them. + # However, common_logic.py often handles individual components. + # Let's return None for assembly for now, as we are returning individual models. + + return None, plate1_model, plate2_model, weld_models diff --git a/design_type/compression_member/__init__.py b/osdag_core/cad/SimpleConnections/__init__.py similarity index 100% rename from design_type/compression_member/__init__.py rename to osdag_core/cad/SimpleConnections/__init__.py diff --git a/osdag_core/cad/Tension/BoltedCAD.py b/osdag_core/cad/Tension/BoltedCAD.py new file mode 100644 index 000000000..64a926762 --- /dev/null +++ b/osdag_core/cad/Tension/BoltedCAD.py @@ -0,0 +1,418 @@ +""" +Initialized on 23-04-2020 +Comenced on +@author: Anand Swaroop +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut + + +class TensionAngleBoltCAD(object): + def __init__(self, Obj, member, plate, nut_bolt_array, intermittentConnection): + """ + :param member: Angle or Channel + :param plate: Plate + :param input: input parameters + :param memb_data: data of the members + """ + + self.Obj = Obj + self.member = member + self.plate = plate + self.nut_bolt_array = nut_bolt_array + self.intermittentConnection = intermittentConnection + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + self.nut_bolt_arrayL = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayL_SA = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR_SA = copy.deepcopy(self.nut_bolt_array) + + # front side member + # weld vertical right side + + self.col = self.Obj.plate.bolt_line + self.end = self.Obj.plate.end_dist_provided + self.pitch = self.Obj.plate.pitch_provided + self.plate_intercept = 2 * self.end + (self.col - 1) * self.pitch + self.inter_length = self.member.L - 2*(self.end + (self.col -1) * self.pitch) + # print(self.inter_length) + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.create_nut_bolt_array() + + def createMemberGeometry(self): + + if self.Obj.loc == 'Long Leg': + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([self.member.L - self.plate_intercept, self.plate.T, self.member.A / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + else: + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.member.B / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([0.0, 0.0, -1.0]) + intermittentConnection_vDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 1.0, 0.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_bolts = self.intermittentConnection.get_nut_bolt_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def create_nut_bolt_array(self): + """ + + :return: Geometric Orientation of this component + """ + if self.Obj.sec_profile == 'Channels' or self.Obj.sec_profile == 'Back to Back Channels': + self.member.A = self.member.D + self.member.T = self.member.t + # nutboltArrayOrigin = self.baseplate.sec_origin + numpy.array([0.0, 0.0, self.baseplate.T /2+ 100]) + + if self.Obj.sec_profile == 'Star Angles': + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array([self.member.L - 2 * self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + nutboltArrayL_SAOrigin = numpy.array([-self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayL_SA.place(nutboltArrayL_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayL_SAModels = self.nut_bolt_arrayL_SA.create_model() + + nutboltArrayR_SAOrigin = numpy.array( + [self.member.L - 2 * self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayR_SA.place(nutboltArrayR_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayR_SAModels = self.nut_bolt_arrayR_SA.create_model() + + else: + if self.Obj.sec_profile in ['Back to Back Angles', 'Angles']: + if self.Obj.loc == 'Long Leg': + self.placement = self.member.A / 2 + else: + self.placement = self.member.B / 2 + else: + self.placement = self.member.A/2 + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array( + [-2 * self.plate_intercept + self.member.L, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + def get_members_models(self): + + if self.Obj.sec_profile == 'Angles': + member = self.member1_Model + + else: + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + + def get_end_plates_models(self): + if self.Obj.sec_profile == 'Star Angles': + plate = BRepAlgoAPI_Fuse(self.plate1_Model,self.nutboltArrayLModels).Shape() + else: + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.nutboltArrayLModels).Shape() + + # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_nut_bolt_array_models(self): + + if self.Obj.sec_profile == 'Star Angles': + nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayRModels, self.nutboltArrayL_SAModels, + self.nutboltArrayR_SAModels] + array = nut_bolts[0] + for comp in nut_bolts[1:]: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + else: + array = BRepAlgoAPI_Fuse(self.nutboltArrayLModels, self.nutboltArrayRModels).Shape() + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + array = BRepAlgoAPI_Fuse(array, self.inter_conc_bolts).Shape() + + return array + + def get_end_nut_bolt_array_models(self): + + if self.Obj.sec_profile == 'Star Angles': + nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayL_SAModels] + array = nut_bolts[0] + for comp in nut_bolts[1:]: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + else: + array = self.nutboltArrayLModels + + return array + + def get_only_members_models(self): + mem = self.get_members_models() + nut_bolts = self.get_nut_bolt_array_models() + + array = BRepAlgoAPI_Cut(mem, nut_bolts).Shape() + + return array + + def get_models(self): + mem = self.get_members_models() + plts = self.get_plates_models() + nut_bolts = self.get_nut_bolt_array_models() + + array = BRepAlgoAPI_Fuse(mem, plts).Shape() + + array = BRepAlgoAPI_Fuse(array, nut_bolts).Shape() + + return array + + +class TensionChannelBoltCAD(TensionAngleBoltCAD): + + def createMemberGeometry(self): + if self.Obj.sec_profile == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.member.D / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def get_members_models(self): + + if self.Obj.sec_profile == 'Channels': + member = self.member1_Model + elif self.Obj.sec_profile == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + +if __name__ == '__main__': + import math + from ..items.plate import Plate + from ..items.channel import Channel + from ..items.angle import Angle + from ..items.bolt import Bolt + from ..items.nut import Nut + from ..items.stiffener_plate import StiffenerPlate + from ..items.Gasset_plate import GassetPlate + from ..Tension.nutBoltPlacement import NutBoltArray + + import OCC.Core.V3d + from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ...utilities import osdag_display_shape + # from ..common_logic import CommonDesignLogic + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + member_data = 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or + + # weld_size = 6 + # s = max(15, weld_size) + + bolt = Bolt(R=8, T=5, H=6, r=3) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + + if member_data == 'Channels' or member_data == 'Back to Back Channels': + member = Channel(B=50, T=6.6, D=125, t=3, R1=6.0, R2=2.4, L=4000) + plate = GassetPlate(L=360 + 50, H=205.0, T=16, degree=30) + # plate_intercept = plate.L - s - 50 + if member_data in ['Channels']: + nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T + else: + nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T + plateObj = 0.0 + + nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) + + tensionCAD = TensionChannelBoltCAD(member, plate, nut_bolt_array, member_data) + + + else: + member = Angle(L=2000.0, A=90.0, B=65.0, T=10.0, R1=8.0, R2=0.0) + plate = GassetPlate(L=295 + 50, H=120, T=10, degree=30) + # plate_intercept = plate.L - s - 50 + if member_data == 'Back to Back Angles': + nut_space = 2 * member.T + plate.T + nut.T # member.T + plate.T + nut.T + else: + nut_space = member.T + plate.T + nut.T # 2*member.T + plate.T + nut.T + + plateObj = 0.0 + + nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) + + tensionCAD = TensionAngleBoltCAD(member, plate, nut_bolt_array, member_data) + + tensionCAD.create_3DModel() + plate = tensionCAD.get_plates_models() + mem = tensionCAD.get_members_models() + nutbolt = tensionCAD.get_nut_bolt_array_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(mem, update=True) + display.DisplayShape(plate, color='BLUE', update=True) + display.DisplayShape(nutbolt, color='YELLOW', update=True) + + start_display() diff --git a/osdag_core/cad/Tension/WeldedCAD.py b/osdag_core/cad/Tension/WeldedCAD.py new file mode 100644 index 000000000..de403eaee --- /dev/null +++ b/osdag_core/cad/Tension/WeldedCAD.py @@ -0,0 +1,499 @@ +""" +Initialized on 23-04-2020 +Comenced on +@author: Anand Swaroop +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + +class TensionAngleWeldCAD(object): + def __init__(self, Obj, member, plate, inline_weld, opline_weld, weld_plate_array): + """ + :param member: Angle or Channel + :param plate: Plate + :param weld: weld + :param input: input parameters + :param memb_data: data of the members + """ + + self.Obj = Obj + self.member = member + self.plate = plate + self.inline_weld = inline_weld + self.opline_weld = opline_weld + self.intermittentConnection = weld_plate_array + + # self.Obj.loc = 'Long Leg'#'Short Leg' + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + + # front side member + self.weldHL11 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL12 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR11 = copy.deepcopy(self.inline_weld) + self.weldHR12 = copy.deepcopy(self.inline_weld) + + self.weldVL11 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR11 = copy.deepcopy(self.opline_weld) # weld vertical right side + + # for B2B members, back side member + self.weldHL21 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL22 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR21 = copy.deepcopy(self.inline_weld) + self.weldHR22 = copy.deepcopy(self.inline_weld) + + self.weldVL21 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR21 = copy.deepcopy(self.opline_weld) # weld vertical right side + + self.s = max(15, self.inline_weld.h) + self.plate_intercept = self.plate.L - self.s - 50 + self.inter_length = self.member.L - 2*(self.plate.L - 50) + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.createWeldGeometry() + + def createMemberGeometry(self): + + if self.Obj.loc == 'Long Leg': + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + else: + if self.Obj.sec_profile == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if (self.Obj.sec_profile== 'Back to Back Angles' or self.Obj.sec_profile== 'Back to Back Channels' or self.Obj.sec_profile== 'Star Angles') and self.inter_length > 1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_vDir = numpy.array([0.0, 1.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 0.0, 1.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_welds = self.intermittentConnection.get_welded_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def createWeldGeometry(self): + if self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Angles' or self.Obj.sec_profile == 'Channels' or self.Obj.sec_profile == 'Back to Back Channels': + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L / 2]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L / 2]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L / 2]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + if self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels': + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L / 2]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, -self.opline_weld.L / 2]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array( + [- self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L / 2]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array( + [-2 * self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array( + [-self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + elif self.Obj.sec_profile == 'Star Angles': + + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, 0.0]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, 0.0]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + + def get_members_models(self): + + if self.Obj.sec_profile == 'Angles': + member = self.member1_Model + + else: + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_end_plates_models(self): + plate = self.plate1_Model + # if (self.Obj.sec_profile == 'Back to Back Angles' or self.Obj.sec_profile == 'Back to Back Channels' or self.Obj.sec_profile == 'Star Angles') and self.inter_length > 1000: + # plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + + def get_welded_models(self): + + if self.Obj.sec_profile == 'Angles' or self.Obj.sec_profile == 'Channels': + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model] + elif (self.Obj.sec_profile== 'Back to Back Angles' or self.Obj.sec_profile== 'Back to Back Channels' or self.Obj.sec_profile== 'Star Angles') and self.inter_length > 1000: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model, + self.inter_conc_welds] + else: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model] + welds = welded_sec[0] + for comp in welded_sec[1:]: + welds = BRepAlgoAPI_Fuse(comp, welds).Shape() + return welds + + def get_models(self): + mem = self.get_welded_models() + plts = self.get_plates_models() + wlds = self.get_welded_models() + + array = BRepAlgoAPI_Fuse(mem, plts).Shape() + + array = BRepAlgoAPI_Fuse(array, wlds).Shape() + + return array +class TensionChannelWeldCAD(TensionAngleWeldCAD): + + def createMemberGeometry(self): + if self.Obj.sec_profile == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj.sec_profile == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + + def get_members_models(self): + + if self.Obj.sec_profile == 'Channels': + member = self.member1_Model + elif self.Obj.sec_profile == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + +if __name__ == '__main__': + import math + from ..items.plate import Plate + from ..items.filletweld import FilletWeld + from ..items.channel import Channel + from ..items.angle import Angle + from ..items.stiffener_plate import StiffenerPlate + from ..items.Gasset_plate import GassetPlate + + import OCC.Core.V3d + from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ...utilities import osdag_display_shape + # from ..common_logic import CommonDesignLogic + + from OCC.Core.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + member_data = 'Star Angles' # 'Back to Back Angles' #'Angles' #''Back to Back Channels'#'Channels' # # + loc = 'Long Leg' # 'Short Leg'# + weld_size = 6 + s = max(15, weld_size) + + if member_data == 'Channels' or member_data == 'Back to Back Channels': + member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=5000) + plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30) + plate_intercept = plate.L - s - 50 + inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D) + + tensionCAD = TensionChannelWeldCAD(member_data, member, plate, inline_weld, opline_weld) + + + else: + member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0) + plate = GassetPlate(L=540 + 50, H=255, T=5, degree=30) + plate_intercept = plate.L - s - 50 + inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) + if loc == 'Long Leg': + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.A) + else: + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.B) + + tensionCAD = TensionAngleWeldCAD(member_data, member, plate, inline_weld, opline_weld) + + tensionCAD.create_3DModel() + plate = tensionCAD.get_plates_models() + mem = tensionCAD.get_members_models() + welds = tensionCAD.get_welded_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(mem, update=True) + display.DisplayShape(plate, color='BLUE', update=True) + display.DisplayShape(welds, color='Red', update=True) + + start_display() diff --git a/design_type/connection/__init__.py b/osdag_core/cad/Tension/__init__.py similarity index 100% rename from design_type/connection/__init__.py rename to osdag_core/cad/Tension/__init__.py diff --git a/cad/Tension/intermittentConnections.py b/osdag_core/cad/Tension/intermittentConnections.py similarity index 97% rename from cad/Tension/intermittentConnections.py rename to osdag_core/cad/Tension/intermittentConnections.py index c4a0740f7..a8b5cdf61 100644 --- a/cad/Tension/intermittentConnections.py +++ b/osdag_core/cad/Tension/intermittentConnections.py @@ -4,13 +4,13 @@ @author : Anand Swaroop ''' -from cad.items.bolt import Bolt -from cad.items.nut import Nut +from ..items.bolt import Bolt +from ..items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt +from ..items.ModelUtils import getGpPt from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.filletweld import FilletWeld -from cad.items.plate import Plate +from ..items.filletweld import FilletWeld +from ..items.plate import Plate import numpy as np @@ -95,7 +95,7 @@ def calculatePositions(self): for connec in np.arange(self.no_intermitent_connections): pltpos = self.origin pltpos = pltpos + (connec * self.spacing) * self.pitchDir - pltpos = pltpos + (self.intermittentPlate.T/2) * self.boltDir + pltpos = pltpos + (self.intermittentPlate.T/2) * self.boltDir pltpos = pltpos self.platePositions.append(pltpos) @@ -348,10 +348,10 @@ def get_models(self): if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld + from ..items.bolt import Bolt + from ..items.nut import Nut + from ..items.plate import Plate + from ..items.filletweld import FilletWeld import numpy from OCC.gp import gp_Pnt diff --git a/osdag_core/cad/Tension/nutBoltPlacement.py b/osdag_core/cad/Tension/nutBoltPlacement.py new file mode 100644 index 000000000..e40c160ca --- /dev/null +++ b/osdag_core/cad/Tension/nutBoltPlacement.py @@ -0,0 +1,163 @@ +''' +Created on 19-April-2020 + +@author : Anand Swaroop +''' + +from ..items.bolt import Bolt +from ..items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ..items.ModelUtils import getGpPt +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + +class NutBoltArray(): + """ + add a diagram here + """ + + def __init__(self, plateObj, nut, bolt, nut_space): + + self.nut = nut + self.bolt = bolt + + self.origin = None + self.gaugeDir = None + self.pitchDir = None + self.boltDir = None + + self.gap = nut_space + + self.initBoltPlaceParams(plateObj) + + self.bolts = [] + self.nuts = [] + self.initialiseNutBolts() + + self.positions = [] + + self.models = [] + + if plateObj.sec_profile == 'Channels' or plateObj.sec_profile == 'Back to Back Channels': + self.member_thickness = plateObj.section_size_1.flange_thickness + else: + self.member_thickness = plateObj.section_size_1.thickness + self.root_radius = plateObj.section_size_1.root_radius + # print(self.root_radius,self.member_thickness,"rad and thk") + def initialiseNutBolts(self): + ''' + Initializing the Nut Bolt + ''' + b = self.bolt + n = self.nut + for i in range(self.row * self.col): + bolt_len_required = float(self.gap) + b.H = bolt_len_required + 10 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + + def initBoltPlaceParams(self, plateObj): + + self.pitch = plateObj.plate.pitch_provided + self.gauge = plateObj.plate.gauge_provided + self.edge = plateObj.plate.edge_dist_provided + # print(self.edge,"edge") + self.end = plateObj.plate.end_dist_provided + self.row = plateObj.plate.bolts_one_line + self.col = plateObj.plate.bolt_line + + def calculatePositions(self): + """ + Calculates the exact position for nut and bolts. + """ + self.positions = [] + for rw in range(self.row): + for col in range(self.col): + pos = self.origin + pos = pos + (self.member_thickness + self.root_radius) * self.gaugeDir + pos = pos + self.edge * self.gaugeDir + pos = pos + col * self.pitch * self.pitchDir + pos = pos + self.end * self.pitchDir + pos = pos + rw * self.gauge * self.gaugeDir + + self.positions.append(pos) + + def place(self, origin, gaugeDir, pitchDir, boltDir): + + self.origin = origin + self.gaugeDir = gaugeDir + self.pitchDir = pitchDir + self.boltDir = boltDir + + self.calculatePositions() + + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gaugeDir, boltDir) + self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) + + def create_model(self): + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + + dbg = self.dbgSphere(self.origin) + self.models.append(dbg) + + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_models(self): + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + +if __name__ == '__main__': + from ..items.bolt import Bolt + from ..items.nut import Nut + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + bolt = Bolt(R=6, T=5, H=6, r=3) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + plateObj = 0.0 + + nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) + + place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) + + nut_bolt_array_Model = nut_bolt_array.create_model() + + array = nut_bolt_array.get_models() + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, update=True) + display.DisableAntiAliasing() + start_display() diff --git a/osdag_core/cad/Tension/standaloneCAD/BoltedCAD.py b/osdag_core/cad/Tension/standaloneCAD/BoltedCAD.py new file mode 100644 index 000000000..60a994783 --- /dev/null +++ b/osdag_core/cad/Tension/standaloneCAD/BoltedCAD.py @@ -0,0 +1,379 @@ +""" +Initialized on 23-04-2020 +Comenced on +@author: Anand Swaroop +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + +class TensionAngleBoltCAD(object): + def __init__(self, Obj, member, plate, nut_bolt_array, intermittentConnection): + """ + :param member: Angle or Channel + :param plate: Plate + :param input: input parameters + :param memb_data: data of the members + """ + + + self.Obj = Obj # 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or + self.loc = 'Long Leg' + self.member = member + self.plate = plate + self.nut_bolt_array = nut_bolt_array + self.intermittentConnection = intermittentConnection + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + self.nut_bolt_arrayL = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayL_SA = copy.deepcopy(self.nut_bolt_array) + self.nut_bolt_arrayR_SA = copy.deepcopy(self.nut_bolt_array) + + # front side member + # weld vertical right side + + self.col = 2 # self.Obj.plate.bolt_line + self.end = 35 # self.Obj.plate.end_dist_provided + self.pitch = 45 # self.Obj.plate.pitch_provided + self.plate_intercept = 2 * self.end + (self.col - 1) * self.pitch + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.create_nut_bolt_array() + + def createMemberGeometry(self): + + if self.loc == 'Long Leg': + if self.Obj == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.member.A / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([self.member.L - self.plate_intercept, self.plate.T, self.member.A / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + else: + if self.Obj == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.member.B / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.member.B / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([0.0, 0.0, -1.0]) + intermittentConnection_vDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 1.0, 0.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_bolts = self.intermittentConnection.get_nut_bolt_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def create_nut_bolt_array(self): + """ + + :return: Geometric Orientation of this component + """ + if self.Obj == 'Channels' or self.Obj == 'Back to Back Channels': + self.member.A = self.member.D + self.member.T = self.member.t + # nutboltArrayOrigin = self.baseplate.sec_origin + numpy.array([0.0, 0.0, self.baseplate.T /2+ 100]) + + if self.Obj == 'Star Angles': + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array([self.member.L - 2 * self.plate_intercept, -self.member.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + nutboltArrayL_SAOrigin = numpy.array([-self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayL_SA.place(nutboltArrayL_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayL_SAModels = self.nut_bolt_arrayL_SA.create_model() + + nutboltArrayR_SAOrigin = numpy.array( + [self.member.L - 2 * self.plate_intercept, self.member.T + self.plate.T, 0.0]) + gaugeDir = numpy.array([0.0, 0, 1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, -1.0, 0.0]) + self.nut_bolt_arrayR_SA.place(nutboltArrayR_SAOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayR_SAModels = self.nut_bolt_arrayR_SA.create_model() + + else: + if self.loc == 'Long Leg': + self.placement = self.member.A / 2 + else: + self.placement = self.member.B / 2 + nutboltArrayLOrigin = numpy.array([-self.plate_intercept, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayL.place(nutboltArrayLOrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayLModels = self.nut_bolt_arrayL.create_model() + + nutboltArrayROrigin = numpy.array( + [-2 * self.plate_intercept + self.member.L, -self.member.T, self.placement]) + gaugeDir = numpy.array([0.0, 0, -1.0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 1.0, 0.0]) + self.nut_bolt_arrayR.place(nutboltArrayROrigin, gaugeDir, pitchDir, boltDir) + + self.nutboltArrayRModels = self.nut_bolt_arrayR.create_model() + + def get_members_models(self): + + if self.Obj == 'Angles': + member = self.member1_Model + + else: + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_nut_bolt_array_models(self): + + if self.Obj == 'Star Angles': + nut_bolts = [self.nutboltArrayLModels, self.nutboltArrayRModels, self.nutboltArrayL_SAModels, + self.nutboltArrayR_SAModels] + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + else: + array = BRepAlgoAPI_Fuse(self.nutboltArrayLModels, self.nutboltArrayRModels).Shape() + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: + array = BRepAlgoAPI_Fuse(array, self.inter_conc_bolts).Shape() + + return array + + def get_models(self): + pass + + +class TensionChannelBoltCAD(TensionAngleBoltCAD): + + def createMemberGeometry(self): + if self.Obj == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.member.D / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.member.D / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def get_members_models(self): + + if self.Obj == 'Channels': + member = self.member1_Model + elif self.Obj == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + +if __name__ == '__main__': + import math + from ...items.plate import Plate + from ...items.channel import Channel + from ...items.angle import Angle + from ...items.bolt import Bolt + from ...items.nut import Nut + from ...items.stiffener_plate import StiffenerPlate + from ...items.Gasset_plate import GassetPlate + from .nutBoltPlacement import NutBoltArray + from .IntermittentConnections import IntermittentNutBoltPlateArray + + import OCC.Core.V3d + from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ....utilities import osdag_display_shape + # from ...common_logic import CommonDesignLogic + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + Obj = 'Star Angles' #'Back to Back Channels' # 'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or + + # weld_size = 6 + # s = max(15, weld_size) + + plate = GassetPlate(L=360 + 50, H=205.0, T=10, degree=30) + bolt = Bolt(R=8, T=5, H=6, r=3) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + intermittentPlate = Plate(L= 2*125 , W=70, T=plate.T) + + if Obj == 'Channels' or Obj == 'Back to Back Channels': + member = Channel(B=50, T=6.6, D=125, t=3, R1=6.0, R2=2.4, L=4000) + # plate_intercept = plate.L - s - 50 + if Obj == 'Channels': + nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T + else: + nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T + # plateObj = 0.0 + + nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) + intermittentConnection = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) + + tensionCAD = TensionChannelBoltCAD(Obj, member, plate, nut_bolt_array, intermittentConnection) + + + else: + member = Angle(L=2000.0, A=90.0, B=65.0, T=10.0, R1=8.0, R2=0.0) + plate = GassetPlate(L=295 + 50, H=120, T=10, degree=30) + # plate_intercept = plate.L - s - 50 + if Obj == 'Back to Back Angles': + nut_space = 2 * member.T + plate.T + nut.T # member.T + plate.T + nut.T + else: + nut_space = member.T + plate.T + nut.T # 2*member.T + plate.T + nut.T + + plateObj = 0.0 + + nut_bolt_array = NutBoltArray(plateObj, nut, bolt, nut_space) + intermittentConnection = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) + + tensionCAD = TensionAngleBoltCAD(Obj, member, plate, nut_bolt_array, intermittentConnection) + + tensionCAD.create_3DModel() + plate = tensionCAD.get_plates_models() + mem = tensionCAD.get_members_models() + nutbolt = tensionCAD.get_nut_bolt_array_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(mem, update=True) + display.DisplayShape(plate, color='BLUE', update=True) + display.DisplayShape(nutbolt, color='YELLOW', update=True) + + start_display() diff --git a/cad/Tension/standaloneCAD/IntermittentConnections.py b/osdag_core/cad/Tension/standaloneCAD/IntermittentConnections.py similarity index 97% rename from cad/Tension/standaloneCAD/IntermittentConnections.py rename to osdag_core/cad/Tension/standaloneCAD/IntermittentConnections.py index 2927fc39e..440cf1741 100644 --- a/cad/Tension/standaloneCAD/IntermittentConnections.py +++ b/osdag_core/cad/Tension/standaloneCAD/IntermittentConnections.py @@ -4,13 +4,13 @@ @author : Anand Swaroop ''' -from cad.items.bolt import Bolt -from cad.items.nut import Nut +from ...items.bolt import Bolt +from ...items.nut import Nut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere -from cad.items.ModelUtils import getGpPt +from ...items.ModelUtils import getGpPt from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.filletweld import FilletWeld -from cad.items.plate import Plate +from ...items.filletweld import FilletWeld +from ...items.plate import Plate class IntermittentNutBoltPlateArray(): @@ -339,10 +339,10 @@ def get_models(self): if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - from cad.items.filletweld import FilletWeld + from ...items.bolt import Bolt + from ...items.nut import Nut + from ...items.plate import Plate + from ...items.filletweld import FilletWeld import numpy from OCC.gp import gp_Pnt diff --git a/osdag_core/cad/Tension/standaloneCAD/WeldedCAD.py b/osdag_core/cad/Tension/standaloneCAD/WeldedCAD.py new file mode 100644 index 000000000..098358a3e --- /dev/null +++ b/osdag_core/cad/Tension/standaloneCAD/WeldedCAD.py @@ -0,0 +1,491 @@ +""" +Initialized on 23-04-2020 +Comenced on +@author: Anand Swaroop +""" + +import numpy +import copy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + +class TensionAngleWeldCAD(object): + def __init__(self, Obj, member, plate, inline_weld, opline_weld, weld_plate_array): + """ + :param member: Angle or Channel + :param plate: Plate + :param weld: weld + :param input: input parameters + :param memb_data: data of the members + """ + + self.Obj = Obj + self.member = member + self.plate = plate + self.inline_weld = inline_weld + self.opline_weld = opline_weld + self.intermittentConnection = weld_plate_array + + self.loc = 'Long Leg' # 'Short Leg' + + self.plate1 = copy.deepcopy(self.plate) + self.plate2 = copy.deepcopy(self.plate) + + self.member1 = copy.deepcopy(self.member) + self.member2 = copy.deepcopy(self.member) + # self.member2 = copy.deepcopy(self.member) + + # front side member + self.weldHL11 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL12 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR11 = copy.deepcopy(self.inline_weld) + self.weldHR12 = copy.deepcopy(self.inline_weld) + + self.weldVL11 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR11 = copy.deepcopy(self.opline_weld) # weld vertical right side + + # for B2B members, back side member + self.weldHL21 = copy.deepcopy(self.inline_weld) # weld horizontal left side 1 (top side of member) + self.weldHL22 = copy.deepcopy(self.inline_weld) # weld horzontal left side 2 (bottom side of member) + self.weldHR21 = copy.deepcopy(self.inline_weld) + self.weldHR22 = copy.deepcopy(self.inline_weld) + + self.weldVL21 = copy.deepcopy(self.opline_weld) # weld vertical left side + self.weldVR21 = copy.deepcopy(self.opline_weld) # weld vertical right side + + self.s = max(15, self.inline_weld.h) + self.plate_intercept = self.plate.L - self.s - 50 + + def create_3DModel(self): + + self.createMemberGeometry() + self.createPlateGeometry() + self.createWeldGeometry() + + def createMemberGeometry(self): + + if self.loc == 'Long Leg': + if self.Obj == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + else: + if self.Obj == 'Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([- self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 0.0, -1.0]) + member2_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + elif self.Obj == 'Star Angles': + member1OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + member1_uDir = numpy.array([0.0, 0.0, -1.0]) + member1_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + member2_uDir = numpy.array([0.0, 0.0, 1.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def createPlateGeometry(self): + plate1OriginL = numpy.array([0.0, 0.0, 0.0]) + plate1_uDir = numpy.array([1.0, 0.0, 0.0]) + plate1_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate1.place(plate1OriginL, plate1_uDir, plate1_wDir) + + self.plate1_Model = self.plate1.create_model() + + plate2OriginL = numpy.array([self.member.L - 2 * self.plate_intercept, self.plate.T, 0.0]) + plate2_uDir = numpy.array([-1.0, 0.0, 0.0]) + plate2_wDir = numpy.array([0.0, 0.0, 1.0]) + self.plate2.place(plate2OriginL, plate2_uDir, plate2_wDir) + + self.plate2_Model = self.plate2.create_model() + + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >=1000: + intermittentConnectionOriginL = numpy.array([0, 0.0, 0.0]) + intermittentConnection_uDir = numpy.array([1.0, 0.0, 0.0]) + intermittentConnection_vDir = numpy.array([0.0, 1.0, 0.0]) + intermittentConnection_wDir = numpy.array([0.0, 0.0, 1.0]) + self.intermittentConnection.place(intermittentConnectionOriginL, intermittentConnection_uDir, + intermittentConnection_vDir, intermittentConnection_wDir) + + self.intermittentConnection_Model = self.intermittentConnection.create_model() + self.inter_conc_welds = self.intermittentConnection.get_welded_models() + self.inter_conc_plates = self.intermittentConnection.get_plate_models() + + def createWeldGeometry(self): + if self.Obj == 'Back to Back Angles' or self.Obj == 'Angles' or self.Obj == 'Channels' or self.Obj == 'Back to Back Channels': + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, self.opline_weld.L / 2]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L / 2]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L / 2]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L / 2]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, self.opline_weld.L / 2]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels': + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L / 2]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, -self.opline_weld.L / 2]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array( + [- self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L / 2]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array( + [-2 * self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L / 2]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array( + [-self.plate_intercept + self.member.L, self.plate.T, -self.opline_weld.L / 2]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + elif self.Obj == 'Star Angles': + + weldHL11OriginL = numpy.array([-self.plate_intercept, 0.0, 0.0]) + weldHL11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL11.place(weldHL11OriginL, weldHL11_uDir, weldHL11_wDir) + + self.weldHL11_Model = self.weldHL11.create_model() + + weldHL12OriginL = numpy.array([0.0, 0.0, -self.opline_weld.L]) + weldHL12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL12.place(weldHL12OriginL, weldHL12_uDir, weldHL12_wDir) + + self.weldHL12_Model = self.weldHL12.create_model() + + weldHR11OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, 0.0, 0.0]) + weldHR11_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR11_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR11.place(weldHR11OriginL, weldHR11_uDir, weldHR11_wDir) + + self.weldHR11_Model = self.weldHR11.create_model() + + weldHR12OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, -self.opline_weld.L]) + weldHR12_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR12_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR12.place(weldHR12OriginL, weldHR12_uDir, weldHR12_wDir) + + self.weldHR12_Model = self.weldHR12.create_model() + + weldVL11OriginL = numpy.array([-self.plate_intercept, 0.0, -self.opline_weld.L]) + weldVL11_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL11_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVL11.place(weldVL11OriginL, weldVL11_uDir, weldVL11_wDir) + + self.weldVL11_Model = self.weldVL11.create_model() + + weldVR11OriginL = numpy.array([-self.plate_intercept + self.member.L, 0.0, 0.0]) + weldVR11_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR11_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVR11.place(weldVR11OriginL, weldVR11_uDir, weldVR11_wDir) + + self.weldVR11_Model = self.weldVR11.create_model() + + weldHL21OriginL = numpy.array([0.0, self.plate.T, self.opline_weld.L]) + weldHL21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHL21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHL21.place(weldHL21OriginL, weldHL21_uDir, weldHL21_wDir) + + self.weldHL21_Model = self.weldHL21.create_model() + + weldHL22OriginL = numpy.array([- self.plate_intercept, self.plate.T, 0.0]) + weldHL22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHL22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHL22.place(weldHL22OriginL, weldHL22_uDir, weldHL22_wDir) + + self.weldHL22_Model = self.weldHL22.create_model() + + weldHR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, self.opline_weld.L]) + weldHR21_uDir = numpy.array([0.0, 0.0, 1.0]) + weldHR21_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.weldHR21.place(weldHR21OriginL, weldHR21_uDir, weldHR21_wDir) + + self.weldHR21_Model = self.weldHR21.create_model() + + weldHR22OriginL = numpy.array([-2 * self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldHR22_uDir = numpy.array([0.0, 0.0, -1.0]) + weldHR22_wDir = numpy.array([1.0, 0.0, 0.0]) + self.weldHR22.place(weldHR22OriginL, weldHR22_uDir, weldHR22_wDir) + + self.weldHR22_Model = self.weldHR22.create_model() + + weldVL21OriginL = numpy.array([-self.plate_intercept, self.plate.T, self.opline_weld.L]) + weldVL21_uDir = numpy.array([-1.0, 0.0, 0.0]) + weldVL21_wDir = numpy.array([0.0, 0.0, -1.0]) + self.weldVL21.place(weldVL21OriginL, weldVL21_uDir, weldVL21_wDir) + + self.weldVL21_Model = self.weldVL21.create_model() + + weldVR21OriginL = numpy.array([-self.plate_intercept + self.member.L, self.plate.T, 0.0]) + weldVR21_uDir = numpy.array([1.0, 0.0, 0.0]) + weldVR21_wDir = numpy.array([0.0, 0.0, 1.0]) + self.weldVR21.place(weldVR21OriginL, weldVR21_uDir, weldVR21_wDir) + + self.weldVR21_Model = self.weldVR21.create_model() + + + + def get_members_models(self): + + if self.Obj == 'Angles': + member = self.member1_Model + + else: + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + def get_plates_models(self): + plate = BRepAlgoAPI_Fuse(self.plate1_Model, self.plate2_Model).Shape() + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: + plate = BRepAlgoAPI_Fuse(plate, self.inter_conc_plates).Shape() + return plate + + def get_welded_models(self): + + if self.Obj == 'Angles' or self.Obj == 'Channels': + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.inter_conc_welds] + if self.Obj == 'Back to Back Angles' or self.Obj == 'Back to Back Channels' or self.Obj == 'Star Angles' and self.member.L >= 1000: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model, + self.inter_conc_welds] + else: + welded_sec = [self.weldHL11_Model, self.weldHL12_Model, self.weldHR11_Model, self.weldHR12_Model, + self.weldVL11_Model, self.weldVR11_Model, self.weldHL21_Model, self.weldHL22_Model, + self.weldHR21_Model, self.weldHR22_Model, self.weldVL21_Model, self.weldVR21_Model] + welds = welded_sec[0] + for comp in welded_sec[1:]: + welds = BRepAlgoAPI_Fuse(comp, welds).Shape() + return welds + + def get_models(self): + pass + + +class TensionChannelWeldCAD(TensionAngleWeldCAD): + + def createMemberGeometry(self): + if self.Obj == 'Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + elif self.Obj == 'Back to Back Channels': + member1OriginL = numpy.array([-self.plate_intercept, -self.member.B, self.opline_weld.L / 2]) + member1_uDir = numpy.array([0.0, -1.0, 0.0]) + member1_wDir = numpy.array([1.0, 0.0, 0.0]) + self.member1.place(member1OriginL, member1_uDir, member1_wDir) + + self.member1_Model = self.member1.create_model() + + member2OriginL = numpy.array( + [self.member.L - self.plate_intercept, self.plate.T + self.member.B, self.opline_weld.L / 2]) + member2_uDir = numpy.array([0.0, 1.0, 0.0]) + member2_wDir = numpy.array([-1.0, 0.0, 0.0]) + self.member2.place(member2OriginL, member2_uDir, member2_wDir) + + self.member2_Model = self.member2.create_model() + + def get_members_models(self): + + if self.Obj == 'Channels': + member = self.member1_Model + elif self.Obj == 'Back to Back Channels': + member = BRepAlgoAPI_Fuse(self.member1_Model, self.member2_Model).Shape() + + return member + + +if __name__ == '__main__': + import math + from ...items.plate import Plate + from ...items.filletweld import FilletWeld + from ...items.channel import Channel + from ...items.angle import Angle + from ...items.stiffener_plate import StiffenerPlate + from ...items.Gasset_plate import GassetPlate + from .IntermittentConnections import IntermittentWelds + + import OCC.Core.V3d + from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ....utilities import osdag_display_shape + # from ...common_logic import CommonDesignLogic + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + member_data = 'Star Angles' #'Back to Back Channels'# #'Channels' # 'Back to Back Angles' #'Angles' #' + loc = 'Long Leg' # 'Short Leg'# + weld_size = 6 + s = max(15, weld_size) + + intermittentPlate = Plate(L=195, W=80, T=16) + welds = FilletWeld(h=5, b=5, L=intermittentPlate.W) + weld_plate_array = IntermittentWelds(member_data, welds, intermittentPlate) + + if member_data == 'Channels' or member_data == 'Back to Back Channels': + member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=2000) + plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30) + plate_intercept = plate.L - s - 50 + inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D) + + tensionCAD = TensionChannelWeldCAD(member_data, member, plate, inline_weld, opline_weld, weld_plate_array) + + + else: + member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0) + plate = GassetPlate(L=540 + 50, H=255, T=16, degree=30) + plate_intercept = plate.L - s - 50 + inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept) + if loc == 'Long Leg': + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.A) + else: + opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.B) + + tensionCAD = TensionAngleWeldCAD(member_data, member, plate, inline_weld, opline_weld, weld_plate_array) + + tensionCAD.create_3DModel() + plate = tensionCAD.get_plates_models() + mem = tensionCAD.get_members_models() + welds = tensionCAD.get_welded_models() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(mem, update=True) + display.DisplayShape(plate, color='BLUE', update=True) + display.DisplayShape(welds, color='Red', update=True) + + start_display() diff --git a/design_type/flexural_member/__init__.py b/osdag_core/cad/Tension/standaloneCAD/__init__.py similarity index 100% rename from design_type/flexural_member/__init__.py rename to osdag_core/cad/Tension/standaloneCAD/__init__.py diff --git a/osdag_core/cad/Tension/standaloneCAD/nutBoltPlacement.py b/osdag_core/cad/Tension/standaloneCAD/nutBoltPlacement.py new file mode 100644 index 000000000..089f6c8d3 --- /dev/null +++ b/osdag_core/cad/Tension/standaloneCAD/nutBoltPlacement.py @@ -0,0 +1,176 @@ +''' +Created on 19-April-2020 + +@author : Anand Swaroop +''' + +from ...items.bolt import Bolt +from ...items.nut import Nut +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeSphere +from ...items.ModelUtils import getGpPt +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from ...items.plate import Plate + + +class NutBoltArray(): + """ + add a diagram here + """ + + def __init__(self, Obj, nut, bolt, nut_space): + + self.nut = nut + self.bolt = bolt + + self.Obj = Obj + + self.origin = None + self.gaugeDir = None + self.pitchDir = None + self.boltDir = None + + self.gap = nut_space + + self.initBoltPlaceParams() + + self.bolts = [] + self.nuts = [] + self.initialiseNutBolts() + + self.positions = [] + + self.models = [] + + # if Obj == 'Channels' or Obj == 'Back to Back Channels': + # self.member_thickness = #Obj.section_size_1.flange_thickness + # else: + # self.member_thickness = #Obj.section_size_1.thickness + + def initialiseNutBolts(self): + ''' + Initializing the Nut Bolt + ''' + b = self.bolt + n = self.nut + for i in range(self.row * self.col): + bolt_len_required = float(b.T + self.gap) + b.H = bolt_len_required + (bolt_len_required) % 5 + self.bolts.append(Bolt(b.R, b.T, b.H, b.r)) + self.nuts.append(Nut(n.R, n.T, n.H, n.r1)) + + def initBoltPlaceParams(self): + + self.pitch = 45 # Obj.plate.pitch_provided + self.gauge = 35 # Obj.plate.gauge_provided + self.edge = 35 # Obj.plate.edge_dist_provided + self.end = 35 # Obj.plate.end_dist_provided + self.row = 2 # Obj.plate.bolts_one_line + self.col = 2 # Obj.plate.bolt_line + self.memberdeepth = 125 + self.member_thickness = 6.6 + self.member_web_thickness = 3 + self.root_radius = 6 + + + def calculatePositions(self): + """ + Calculates the exact position for nut and bolts. + """ + self.positions = [] + for rw in range(self.row): + for col in range(self.col): + pos = self.origin + pos = pos + (self.member_thickness + self.root_radius) * self.gaugeDir + pos = pos + self.edge * self.gaugeDir + pos = pos + col * self.pitch * self.pitchDir + pos = pos + self.end * self.pitchDir + pos = pos + rw * self.gauge * self.gaugeDir + + self.positions.append(pos) + + def place(self, origin, gaugeDir, pitchDir, boltDir): + + self.origin = origin + self.gaugeDir = gaugeDir + self.pitchDir = pitchDir + self.boltDir = boltDir + + self.calculatePositions() + + for index, pos in enumerate(self.positions): + self.bolts[index].place(pos, gaugeDir, boltDir) + self.nuts[index].place((pos + self.gap * boltDir), gaugeDir, -boltDir) + + def create_model(self): + for bolt in self.bolts: + self.models.append(bolt.create_model()) + + for nut in self.nuts: + self.models.append(nut.create_model()) + + dbg = self.dbgSphere(self.origin) + self.models.append(dbg) + + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + def dbgSphere(self, pt): + return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape() + + def get_models(self): + nut_bolts = self.models + array = nut_bolts[0] + for comp in nut_bolts: + array = BRepAlgoAPI_Fuse(comp, array).Shape() + + return array + + +if __name__ == '__main__': + from ...items.bolt import Bolt + from ...items.nut import Nut + from ...items.plate import Plate + import numpy + + from OCC.gp import gp_Pnt + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + + nutboltArrayOrigin = numpy.array([0., 0., 0.]) + gaugeDir = numpy.array([0.0, 1.0, 0]) + pitchDir = numpy.array([1.0, 0.0, 0]) + boltDir = numpy.array([0, 0, 1.0]) + + bolt = Bolt(R=6, T=5, H=6, r=3) + nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T + Obj = 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or + + nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space) + # + # intermittentPlate = Plate(L= 35+35+35, W=35+35, T = 10) + # nut_bolt_array = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space) + # + # place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir) + + nut_bolt_array_Model = nut_bolt_array.create_model() + + array = nut_bolt_array.get_models() + # nbarray = nut_bolt_array.get_nut_bolt_models() + # parray = nut_bolt_array.get_plate_models() + # array = nut_bolts[0] + # for comp in nut_bolts: + # array = BRepAlgoAPI_Fuse(comp, array).Shape() + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + display.DisplayShape(array, color='YELLOW', update=True) + # display.DisplayShape(parray, color= 'BLUE', update=True) + display.DisableAntiAliasing() + start_display() diff --git a/design_type/frame_2D/__init__.py b/osdag_core/cad/__init__.py similarity index 100% rename from design_type/frame_2D/__init__.py rename to osdag_core/cad/__init__.py diff --git a/cad/cad3dconnection.py b/osdag_core/cad/cad3dconnection.py similarity index 93% rename from cad/cad3dconnection.py rename to osdag_core/cad/cad3dconnection.py index 61531aa82..69e3adef0 100644 --- a/cad/cad3dconnection.py +++ b/osdag_core/cad/cad3dconnection.py @@ -4,14 +4,10 @@ @author: deepa ''' - -from cad.common_logic import CommonDesignLogic - - +from .common_logic import CommonDesignLogic class cadconnection(object): - def commonfile(self, mainmodule, display, folder, module): self.display = display self.module = module diff --git a/cad/cad_common.py b/osdag_core/cad/cad_common.py similarity index 89% rename from cad/cad_common.py rename to osdag_core/cad/cad_common.py index ef45160d1..88e9a0c57 100644 --- a/cad/cad_common.py +++ b/osdag_core/cad/cad_common.py @@ -1,17 +1,13 @@ -from PyQt5.QtWidgets import QMainWindow, QDialog,QMessageBox, QFileDialog, QApplication -from gui.ui_template import Ui_ModuleWindow -from PyQt5.QtCore import pyqtSlot,pyqtSignal, QObject -from PyQt5.QtCore import QFile, pyqtSignal, QTextStream, Qt, QIODevice - - - - +from PySide6.QtWidgets import QMainWindow, QDialog, QMessageBox, QFileDialog, QApplication +from PySide6.QtCore import Signal, Slot, QObject, QFile, QTextStream, Qt, QIODevice +from ..gui.ui_template import Ui_ModuleWindow class Cadcontroller(QMainWindow): - closed = pyqtSignal() + closed = Signal() + def __init__(self, Ui_ModuleWindow): - super(Cadcontroller,self).__init__() + super(Cadcontroller, self).__init__() QMainWindow.__init__(self) self.ui = Ui_ModuleWindow() self.ui.setupUi(self) @@ -33,7 +29,6 @@ def call_3DModel(self, bgcolor): self.ui.chkBxFinplate.setChecked(Qt.Unchecked) self.commLogicObj.display_3DModel("Model", bgcolor) - def call_3DBeam(self, bgcolor): ''' Creating and displaying 3D Beam @@ -47,7 +42,6 @@ def call_3DBeam(self, bgcolor): self.commLogicObj.display_3DModel("Beam", bgcolor) - def call_3DColumn(self, bgcolor): ''' ''' @@ -59,7 +53,6 @@ def call_3DColumn(self, bgcolor): self.ui.mytabWidget.setCurrentIndex(0) self.commLogicObj.display_3DModel("Column", bgcolor) - def call_3DFinplate(self, bgcolor): ''' Displaying FinPlate in 3D @@ -74,14 +67,14 @@ def call_3DFinplate(self, bgcolor): self.commLogicObj.display_3DModel("Plate", bgcolor) def unchecked_allChkBox(self): - ''' - This routine is responsible for unchecking all checkboxes in GUI - ''' + ''' + This routine is responsible for unchecking all checkboxes in GUI + ''' - self.ui.btn3D.setChecked(Qt.Unchecked) - self.ui.chkBxBeam.setChecked(Qt.Unchecked) - self.ui.chkBxCol.setChecked(Qt.Unchecked) - self.ui.chkBxFinplate.setChecked(Qt.Unchecked) + self.ui.btn3D.setChecked(Qt.Unchecked) + self.ui.chkBxBeam.setChecked(Qt.Unchecked) + self.ui.chkBxCol.setChecked(Qt.Unchecked) + self.ui.chkBxFinplate.setChecked(Qt.Unchecked) # def create2Dcad(self): # ''' Returns the 3D model of finplate depending upon component @@ -161,4 +154,4 @@ def unchecked_allChkBox(self): # QMessageBox.about(self, 'Information', "File saved") # else: # self.ui.actionSave_3D_model.setEnabled(False) - # QMessageBox.about(self, 'Information', 'Design Unsafe: 3D Model cannot be saved') \ No newline at end of file + # QMessageBox.about(self, 'Information', 'Design Unsafe: 3D Model cannot be saved') diff --git a/cad/cadfiles/TIsection.py b/osdag_core/cad/cadfiles/TIsection.py similarity index 96% rename from cad/cadfiles/TIsection.py rename to osdag_core/cad/cadfiles/TIsection.py index 429ec84d4..7c76ee414 100644 --- a/cad/cadfiles/TIsection.py +++ b/osdag_core/cad/cadfiles/TIsection.py @@ -1,10 +1,10 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * class TISection(object): - + def __init__(self, D, B, T, t, P, Q, H): self.B = B @@ -14,7 +14,7 @@ def __init__(self, D, B, T, t, P, Q, H): self.d = P self.b = Q self.length = H - + self.sec_origin = numpy.array([0, 0, 0]) self.uDir = numpy.array([1.0, 0, 0]) self.wDir = numpy.array([0.0, 0, 1.0]) @@ -44,14 +44,14 @@ def compute_params(self): self.d4 = self.sec_origin + ((self.B / 2.0) - self.b) * self.uDir + -((self.D / 2.0) -self.T - self.d) * self.vDir self.b4 = self.sec_origin + (self.B / 2.0) * self.uDir + -((self.D / 2.0) - self.T - self.d) * self.vDir self.c4 = self.sec_origin + (self.B / 2.0) * self.uDir + -(self.D / 2.0) * self.vDir - - - - + + + + self.points = [self.a1, self.b1, self.c1, self.c2, self.b2, self.a2, self.a3, self.d7, self.d5, - self.b3, self.c3, self.c4, + self.b3, self.c3, self.c4, self.b4, self.d4, self.d6, self.a4] @@ -62,7 +62,7 @@ def create_model(self): aFace = makeFaceFromWire(wire) extrudeDir = self.length * self.wDir # extrudeDir is a numpy array prism = makePrismFromFace(aFace, extrudeDir) - + return prism def create_marking(self): @@ -77,7 +77,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset,self.length/2]), numpy.array([0,offset,self.length/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset,self.length/2]), numpy.array([uvoffset,-uvoffset,self.length/2])] line.append(makeEdgesFromPoints(u_points)) @@ -107,7 +107,7 @@ def display_lines(lines, points, labels): P = 8 Q = 4 H = 100 - + origin = numpy.array([0.,0.,0.]) uDir = numpy.array([1.,0.,0.]) shaftDir = numpy.array([0.,0.,1.]) @@ -122,4 +122,4 @@ def display_lines(lines, points, labels): display.View_Bottom() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/design_type/frame_3D/__init__.py b/osdag_core/cad/cadfiles/__init__.py similarity index 100% rename from design_type/frame_3D/__init__.py rename to osdag_core/cad/cadfiles/__init__.py diff --git a/cad/cadfiles/anglebar.py b/osdag_core/cad/cadfiles/anglebar.py similarity index 96% rename from cad/cadfiles/anglebar.py rename to osdag_core/cad/cadfiles/anglebar.py index aa1ad4cdd..e05c5c67e 100644 --- a/cad/cadfiles/anglebar.py +++ b/osdag_core/cad/cadfiles/anglebar.py @@ -6,7 +6,7 @@ from OCC.Core.TopExp import TopExp_Explorer from OCC.Core.TopoDS import topods from OCC.Core.TopAbs import TopAbs_EDGE -from cad.items.ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ +from ..items.ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ makeFaceFromWire, makePrismFromFace, makeEdgesFromPoints class Angle(object): @@ -76,4 +76,4 @@ def create_model(self): prism = angle.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/box.py b/osdag_core/cad/cadfiles/box.py similarity index 97% rename from cad/cadfiles/box.py rename to osdag_core/cad/cadfiles/box.py index 6be81465a..fe831897d 100644 --- a/cad/cadfiles/box.py +++ b/osdag_core/cad/cadfiles/box.py @@ -1,10 +1,10 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.cadfiles.anglebar import Angle +from ..cadfiles.anglebar import Angle -from cad.items.plate import Plate +from ..items.plate import Plate class Box(object): def __init__(self, A, B, t, H, s, s1): @@ -138,4 +138,4 @@ def view_right(event=None): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/box_angle.py b/osdag_core/cad/cadfiles/box_angle.py similarity index 97% rename from cad/cadfiles/box_angle.py rename to osdag_core/cad/cadfiles/box_angle.py index 01f1de94b..3e801a83a 100644 --- a/cad/cadfiles/box_angle.py +++ b/osdag_core/cad/cadfiles/box_angle.py @@ -1,8 +1,8 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.cadfiles.anglebar import Angle -from cad.items.plate import Plate +from ..cadfiles.anglebar import Angle +from ..items.plate import Plate class BoxAngle(object): def __init__(self, a, b, t, l, t1, l1, H, s, s1): @@ -166,4 +166,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/channel_section.py b/osdag_core/cad/cadfiles/channel_section.py similarity index 96% rename from cad/cadfiles/channel_section.py rename to osdag_core/cad/cadfiles/channel_section.py index 8b9a40319..bfdc5fc2c 100644 --- a/cad/cadfiles/channel_section.py +++ b/osdag_core/cad/cadfiles/channel_section.py @@ -1,8 +1,8 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.channel import Channel -from cad.items.plate import Plate +from ..items.channel import Channel +from ..items.plate import Plate class ChannelSection(object): @@ -63,7 +63,7 @@ def create_model(self): def rotateY(self, points): rotated_points = [] - rmatrix = numpy.array([[0, 0, 1],[0, 1, 0],[-1, 0, 0]]) + rmatrix = numpy.array([[0, 0, 1],[0, 1, 0],[-1, 0, 0]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -81,7 +81,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset+self.D/2,self.H/2]), numpy.array([0,offset+self.D/2,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset+self.D/2,self.H/2]), numpy.array([uvoffset,-uvoffset+self.D/2,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -103,7 +103,7 @@ def display_lines(lines, points, labels): display.DisplayShape(l, update=True) display.DisplayMessage(getGpPt(p1), n, height=24, message_color=(0,0,0)) display.DisplayMessage(getGpPt(p2), n, height=24, message_color=(0,0,0)) - + B = 20 T = 4 D = 40 diff --git a/cad/cadfiles/channel_section_opp.py b/osdag_core/cad/cadfiles/channel_section_opp.py similarity index 96% rename from cad/cadfiles/channel_section_opp.py rename to osdag_core/cad/cadfiles/channel_section_opp.py index d51c2ae65..b4cc7d3c7 100644 --- a/cad/cadfiles/channel_section_opp.py +++ b/osdag_core/cad/cadfiles/channel_section_opp.py @@ -1,8 +1,8 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.channel import Channel -from cad.items.plate import Plate +from ..items.channel import Channel +from ..items.plate import Plate class ChannelSectionOpposite(object): @@ -63,7 +63,7 @@ def create_model(self): def rotateY(self, points): rotated_points = [] - rmatrix = numpy.array([[0, 0, 1],[0, 1, 0],[-1, 0, 0]]) + rmatrix = numpy.array([[0, 0, 1],[0, 1, 0],[-1, 0, 0]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -81,7 +81,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset+self.D/2,self.H/2]), numpy.array([0,offset+self.D/2,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset+self.D/2,self.H/2]), numpy.array([uvoffset,-uvoffset+self.D/2,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -103,7 +103,7 @@ def display_lines(lines, points, labels): display.DisplayShape(l, update=True) display.DisplayMessage(getGpPt(p1), n, height=24,message_color=(0,0,0)) display.DisplayMessage(getGpPt(p2), n, height=24,message_color=(0,0,0)) - + B = 20 T = 4 D = 40 diff --git a/cad/cadfiles/cross_isection.py b/osdag_core/cad/cadfiles/cross_isection.py similarity index 93% rename from cad/cadfiles/cross_isection.py rename to osdag_core/cad/cadfiles/cross_isection.py index b10f5f2b9..95743e052 100644 --- a/cad/cadfiles/cross_isection.py +++ b/osdag_core/cad/cadfiles/cross_isection.py @@ -1,10 +1,10 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse #from notch import Notch -from cad.items.plate import Plate -from cad.items.ISection import ISection +from ..items.plate import Plate +from ..items.ISection import ISection class cross_isection(object): @@ -19,13 +19,13 @@ def __init__(self, D, B, T, t, H, s, d): self.Isection1 = ISection(2*s+t+2*T, T, 2*d+2*T+t, t, 0, 0, None, H, None) self.Isection2 = ISection(2*d+t, T, 2*s+t+2*T, t, 0, 0, None, H, None) - - + + def place(self, sec_origin, uDir, wDir): self.sec_origin = sec_origin self.uDir = uDir self.wDir = wDir - + self.Isection1.place(self.sec_origin, self.uDir, self.wDir) self.Isection2.place(self.sec_origin, self.uDir, self.wDir) @@ -33,19 +33,19 @@ def compute_params(self): self.Isection1.compute_params() self.Isection2.compute_params() self.Isection2.points = self.retate(self.Isection2.points) - + def create_model(self): - + prism1 = self.Isection1.create_model() prism2 = self.Isection2.create_model() - + prism = BRepAlgoAPI_Fuse(prism1, prism2).Shape() return prism def retate(self, points): rotated_points = [] - rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) + rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -63,7 +63,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset,self.H/2]), numpy.array([0,offset,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset,self.H/2]), numpy.array([uvoffset,-uvoffset,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -93,7 +93,7 @@ def display_lines(lines, points, labels): H = 100 d = (B - 2*T - t)/2 s = (D - t)/2 - + CrossISec = cross_isection(D, B, T, t, H, s, d) origin = numpy.array([0.,0.,0.]) @@ -109,4 +109,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/isection_channel.py b/osdag_core/cad/cadfiles/isection_channel.py similarity index 96% rename from cad/cadfiles/isection_channel.py rename to osdag_core/cad/cadfiles/isection_channel.py index be31e7086..4c3d2d34c 100644 --- a/cad/cadfiles/isection_channel.py +++ b/osdag_core/cad/cadfiles/isection_channel.py @@ -1,9 +1,9 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.items.channel import Channel -from cad.items.plate import Plate -from cad.items.ISection import ISection +from ..items.channel import Channel +from ..items.plate import Plate +from ..items.ISection import ISection class ISectionChannel(object): diff --git a/cad/cadfiles/isection_coverplate.py b/osdag_core/cad/cadfiles/isection_coverplate.py similarity index 95% rename from cad/cadfiles/isection_coverplate.py rename to osdag_core/cad/cadfiles/isection_coverplate.py index 22edba71f..2139a5041 100644 --- a/cad/cadfiles/isection_coverplate.py +++ b/osdag_core/cad/cadfiles/isection_coverplate.py @@ -1,9 +1,9 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse #from notch import Notch -from cad.items.plate import Plate -from cad.items.ISection import ISection +from ..items.plate import Plate +from ..items.ISection import ISection class IsectionCoverPlate(object): @@ -21,12 +21,12 @@ def __init__(self, D, B, T, t, s, l, t1, H): self.Isection2 = ISection(B, T, D, t, 0, 0, 0, H, None) self.Plate1 = Plate(t1, H, l) self.Plate2 = Plate(t1, H, l) - + def place(self, sec_origin, uDir, wDir): self.sec_origin = sec_origin self.uDir = uDir self.wDir = wDir - + origin = numpy.array([-self.s/2.,0.,0.]) self.Isection1.place(origin, self.uDir, self.wDir) origin1 = numpy.array([self.s/2.,0.,0.]) @@ -44,13 +44,13 @@ def compute_params(): self.Plate2.compute_params() def create_model(self): - + prism1 = self.Isection1.create_model() prism2 = self.Isection2.create_model() prism3 = self.Plate1.create_model() prism4 = self.Plate2.create_model() - + prism = BRepAlgoAPI_Fuse(prism1, prism2).Shape() # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() # prism = BRepAlgoAPI_Fuse(prism, prism4).Shape() @@ -69,7 +69,7 @@ def create_marking(self): y_points = [numpy.array([0,-offset,self.H/2]), numpy.array([0,offset,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset,self.H/2]), numpy.array([uvoffset,-uvoffset,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -100,7 +100,7 @@ def display_lines(lines, points, labels): l = B + s t2 = 3 H = 50 - + ISecPlate = IsectionCoverPlate(D, B, T, t, s, l, t2, H) origin = numpy.array([0.,0.,0.]) @@ -117,4 +117,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/star_angle2.py b/osdag_core/cad/cadfiles/star_angle2.py similarity index 93% rename from cad/cadfiles/star_angle2.py rename to osdag_core/cad/cadfiles/star_angle2.py index 453451b6e..b98a86bc1 100644 --- a/cad/cadfiles/star_angle2.py +++ b/osdag_core/cad/cadfiles/star_angle2.py @@ -1,9 +1,9 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -#from cad.items.angle import Angle -from cad.cadfiles.anglebar import Angle -from cad.items.plate import Plate +#from ..items.angle import Angle +from .anglebar import Angle +from ..items.plate import Plate class StarAngle2(object): def __init__(self, a, b, t, l, t1, H): @@ -51,14 +51,14 @@ def create_model(self): prism = BRepAlgoAPI_Fuse(prism1, prism2).Shape() # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() - #prism = BRepAlgoAPI_Fuse(prism, prism4).Shape() + #prism = BRepAlgoAPI_Fuse(prism, prism4).Shape() return prism, [prism3] def rotate(self, points, x): rotated_points = [] rmatrix = numpy.array([[numpy.cos(x), -numpy.sin(x), 0], [numpy.sin(x), numpy.cos(x), 0], - [0, 0, 1]]) + [0, 0, 1]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -76,7 +76,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset,self.H/2]), numpy.array([0,offset,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset,self.H/2]), numpy.array([uvoffset,-uvoffset,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -122,4 +122,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/star_angle4.py b/osdag_core/cad/cadfiles/star_angle4.py similarity index 96% rename from cad/cadfiles/star_angle4.py rename to osdag_core/cad/cadfiles/star_angle4.py index e28a0fcdd..8d99e88b9 100644 --- a/cad/cadfiles/star_angle4.py +++ b/osdag_core/cad/cadfiles/star_angle4.py @@ -1,9 +1,9 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -#from cad.items.angle import Angle -from cad.cadfiles.anglebar import Angle -from cad.items.plate import Plate +#from ..items.angle import Angle +from .anglebar import Angle +from ..items.plate import Plate class StarAngle4(object): def __init__(self, a, b, t, l, t1, H): @@ -140,4 +140,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/star_angle_opp.py b/osdag_core/cad/cadfiles/star_angle_opp.py similarity index 93% rename from cad/cadfiles/star_angle_opp.py rename to osdag_core/cad/cadfiles/star_angle_opp.py index cd7d0ee6a..94a821d96 100644 --- a/cad/cadfiles/star_angle_opp.py +++ b/osdag_core/cad/cadfiles/star_angle_opp.py @@ -1,8 +1,8 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -from cad.cadfiles.anglebar import Angle -from cad.items.plate import Plate +from .anglebar import Angle +from ..items.plate import Plate class StarAngleOpposite(object): def __init__(self, a, b, t, l, t1, H): @@ -46,12 +46,12 @@ def create_model(self): prism3 = self.plate1.create_model() prism = BRepAlgoAPI_Fuse(prism1, prism2).Shape() - # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() + # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() return prism, [prism3] def rotate(self, points): rotated_points = [] - rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) + rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -69,7 +69,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset+self.t/2,self.H/2]), numpy.array([0,offset+self.t/2,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset+self.t/2,self.H/2]), numpy.array([uvoffset,-uvoffset+self.t/2,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -116,4 +116,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/cadfiles/star_angle_same.py b/osdag_core/cad/cadfiles/star_angle_same.py similarity index 92% rename from cad/cadfiles/star_angle_same.py rename to osdag_core/cad/cadfiles/star_angle_same.py index ad916a188..2bd1df705 100644 --- a/cad/cadfiles/star_angle_same.py +++ b/osdag_core/cad/cadfiles/star_angle_same.py @@ -1,9 +1,9 @@ import numpy -from cad.items.ModelUtils import * +from ..items.ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse -#from cad.items.angle import Angle -from cad.cadfiles.anglebar import Angle -from cad.items.plate import Plate +#from ..items.angle import Angle +from .anglebar import Angle +from ..items.plate import Plate class StarAngleSame(object): def __init__(self, a, b, t, l, t1, H): @@ -47,12 +47,12 @@ def create_model(self): prism3 = self.plate1.create_model() prism = BRepAlgoAPI_Fuse(prism1, prism2).Shape() - # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() + # prism = BRepAlgoAPI_Fuse(prism, prism3).Shape() return prism, [prism3] def rotate(self, points): rotated_points = [] - rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) + rmatrix = numpy.array([[0, -1, 0],[1, 0, 0],[0, 0, 1]]) for point in points: point = numpy.matmul(rmatrix, point) rotated_points.append(point) @@ -70,7 +70,7 @@ def create_marking(self): y_points = [numpy.array([0.,-offset,self.H/2]), numpy.array([0,offset,self.H/2])] line.append(makeEdgesFromPoints(y_points)) - + u_points = [numpy.array([-uvoffset,uvoffset,self.H/2]), numpy.array([uvoffset,-uvoffset,self.H/2])] line.append(makeEdgesFromPoints(u_points)) @@ -116,4 +116,4 @@ def display_lines(lines, points, labels): display.View_Top() display.FitAll() display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cad/common_logic.py b/osdag_core/cad/common_logic.py new file mode 100644 index 000000000..5d19bf20b --- /dev/null +++ b/osdag_core/cad/common_logic.py @@ -0,0 +1,4477 @@ +''' +Created on 18-Nov-2016 + +@author: deepa, +modified : Sourabh Das, Darshan Vishwakarma +''' + +# from utils.common.component import Bolt,Beam,Section,Angle,Plate,Nut,Column,Weld +import gc +from .items.notch import Notch +from .items.bolt import Bolt +from .items.nut import Nut +from .items.plate import Plate +from .items.washer import Washer +from .items.ISection import ISection +from .items.filletweld import FilletWeld +from .items.groove_weld import GrooveWeld +from .items.angle import Angle +from .items.anchor_bolt import AnchorBolt_A, AnchorBolt_B, AnchorBolt_Endplate +from .items.stiffener_plate import StiffenerPlate +from .items.grout import Grout +from .items.angle import Angle +from .items.channel import Channel +from .items.Gasset_plate import GassetPlate +from .items.stiffener_flange import Stiffener_flange +from .items.rect_hollow import RectHollow +from .items.circular_hollow import CircularHollow +from .items.double_angles import BackToBackAnglesWithGussetsSameSide +from .items.double_angles import BackToBackAnglesWithGussetsOppSide +from .items.purlin import * + +from .ShearConnections.FinPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as FinBeamWebBeamWeb +from .ShearConnections.FinPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as FinColFlangeBeamWeb +from .ShearConnections.FinPlate.colWebBeamWebConnectivity import ColWebBeamWeb as FinColWebBeamWeb +from .ShearConnections.FinPlate.nutBoltPlacement import NutBoltArray as finNutBoltArray + +from .ShearConnections.CleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb +from .ShearConnections.CleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb +from .ShearConnections.CleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb +from .ShearConnections.CleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray + +from .ShearConnections.EndPlate.beamWebBeamWebConnectivity import BeamWebBeamWeb as EndBeamWebBeamWeb +from .ShearConnections.EndPlate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as EndColFlangeBeamWeb +from .ShearConnections.EndPlate.colWebBeamWebConnectivity import ColWebBeamWeb as EndColWebBeamWeb +from .ShearConnections.EndPlate.nutBoltPlacement import NutBoltArray as endNutBoltArray + +from .ShearConnections.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb +from .ShearConnections.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb +from .ShearConnections.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray +# from .ShearConnections.SeatedAngle.seat_angle_calc import SeatAngleCalculation + +from .CompressionMembers.WeldedCAD import StrutAngleWeldCAD, StrutChannelWeldCAD +from .BBCad.nutBoltPlacement_AF import NutBoltArray_AF +from .BBCad.nutBoltPlacement_BF import NutBoltArray_BF +from .BBCad.nutBoltPlacement_Web import NutBoltArray_Web +from .BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD + +from .SimpleConnections.BoltedLapJoint.bolted_lap_joint import * +from .SimpleConnections.WeldedLapJoint.welded_lap_joint import * +from .SimpleConnections.BoltedButtJoint.Butt_joint_bolted import * +from .SimpleConnections.WeldedButtJoint.Butt_joint_welded import * + +from .FlexuralMember.plate_girder import create_plate_girder + +from .MomentConnections.BBSpliceCoverlateCAD.WeldedCAD import BBSpliceCoverPlateWeldedCAD +from .MomentConnections.BBEndplate.BBEndplate_cadFile import CADFillet +from .MomentConnections.BBEndplate.BBEndplate_cadFile import CADGroove +from .MomentConnections.BCEndplate.BCEndplate_cadfile import CADGroove as BCECADGroove +from .MomentConnections.BCEndplate.BCEndplate_cadfile import CADcolwebGroove + +from .MomentConnections.CCSpliceCoverPlateCAD.WeldedCAD import CCSpliceCoverPlateWeldedCAD +from .MomentConnections.CCSpliceCoverPlateCAD.BoltedCAD import CCSpliceCoverPlateBoltedCAD +from .MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_AF import NutBoltArray_AF as CCSpliceNutBolt_AF +from .MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_BF import NutBoltArray_BF as CCSpliceNutBolt_BF +from .MomentConnections.CCSpliceCoverPlateCAD.nutBoltPlacement_Web import NutBoltArray_Web as CCSpliceNutBolt_Web + +from .BasePlateCad.baseplateconnection import BasePlateCad, HollowBasePlateCad +from .BasePlateCad.nutBoltPlacement import NutBoltArray as bpNutBoltArray + +from .CompressionMembers.column import CompressionMemberCAD +from .CompressionMembers.BoltedCAD import StrutAngleBoltCAD, StrutChannelBoltCAD +from .CompressionMembers.BoltedCAD import StrutAngleBoltCAD, StrutChannelBoltCAD + +from .Tension.WeldedCAD import TensionAngleWeldCAD, TensionChannelWeldCAD +from .Tension.BoltedCAD import TensionAngleBoltCAD, TensionChannelBoltCAD +from .Tension.nutBoltPlacement import NutBoltArray as TNutBoltArray +from .Tension.intermittentConnections import IntermittentNutBoltPlateArray, IntermittentWelds + +from .MomentConnections.CCEndPlateCAD.CAD import CCEndPlateCAD +from .MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray as CEPNutBoltArray + +# from ..design_type.connection.fin_plate_connection import FinPlateConnection +# from ..design_type.connection.cleat_angle_connection import CleatAngleConnection +from ..design_type.connection.beam_cover_plate import BeamCoverPlate +# from ..design_type.connection.base_plate_connection import BasePlateConnection +from ..utilities import osdag_display_shape, DisplayMsg +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +import copy + +from .BBCad.nutBoltPlacement_AF import NutBoltArray_AF +from .BBCad.nutBoltPlacement_BF import NutBoltArray_BF +from .BBCad.nutBoltPlacement_Web import NutBoltArray_Web +from .BBCad.BBCoverPlateBoltedCAD import BBCoverPlateBoltedCAD +from .MomentConnections.BBEndplate.BBE_nutBoltPlacement import BBENutBoltArray +from .MomentConnections.BCEndplate.BCE_nutBoltPlacement import BCE_NutBoltArray +from ..Common import * +from math import * +from OCC.Core.TopoDS import TopoDS_Shape +# from Connections.Shear.Finplate.colWebBeamWebConnectivity import ColWebBeamWeb as finColWebBeamWeb +# from Connections.Shear.Endplate.colWebBeamWebConnectivity import ColWebBeamWeb as endColWebBeamWeb +# from Connections.Shear.cleatAngle.colWebBeamWebConnectivity import ColWebBeamWeb as cleatColWebBeamWeb +# from Connections.Shear.SeatedAngle.CAD_col_web_beam_web_connectivity import ColWebBeamWeb as seatColWebBeamWeb +# +# from Connections.Shear.Finplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as finBeamWebBeamWeb +# from Connections.Shear.Endplate.beamWebBeamWebConnectivity import BeamWebBeamWeb as endBeamWebBeamWeb +# from Connections.Shear.cleatAngle.beamWebBeamWebConnectivity import BeamWebBeamWeb as cleatBeamWebBeamWeb +# +# from Connections.Shear.Finplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as finColFlangeBeamWeb +# from Connections.Shear.Endplate.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as endColFlangeBeamWeb +# from Connections.Shear.cleatAngle.colFlangeBeamWebConnectivity import ColFlangeBeamWeb as cleatColFlangeBeamWeb +# from Connections.Shear.SeatedAngle.CAD_col_flange_beam_web_connectivity import ColFlangeBeamWeb as seatColFlangeBeamWeb + +# from Connections.Shear.Finplate.finPlateCalc import finConn +# from Connections.Shear.Endplate.endPlateCalc import end_connection +# from Connections.Shear.cleatAngle.cleatCalculation import cleat_connection +# from Connections.Shear.SeatedAngle.seat_angle_calc import SeatAngleCalculation +# from Connections.Component.filletweld import FilletWeld +# from Connections.Component.plate import Plate +# from Connections.Component.bolt import Bolt +# from Connections.Component.nut import Nut +# from Connections.Component.notch import Notch +# from Connections.Component.ISection import ISection +# from Connections.Component.angle import Angle +# from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray as finNutBoltArray +# from Connections.Shear.Endplate.nutBoltPlacement import NutBoltArray as endNutBoltArray +# from Connections.Shear.cleatAngle.nutBoltPlacement import NutBoltArray as cleatNutBoltArray +# from Connections.Shear.SeatedAngle.CAD_nut_bolt_placement import NutBoltArray as seatNutBoltArray +# from utilities import osdag_display_shape + +from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, + gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) +from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, + BRepBuilderAPI_MakeVertex, + BRepBuilderAPI_MakeWire, + BRepBuilderAPI_MakeFace, BRepBuilderAPI_MakeEdge2d, + BRepBuilderAPI_Transform) +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder, BRepPrimAPI_MakePrism, BRepPrimAPI_MakeBox +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound + +import OCC.Core.V3d +from OCC.Core.Quantity import * +from OCC.Core.Graphic3d import * +from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY +# from OCC.Core.AIS import Erase +# from OCC.Display.OCCViewer import V3d_XposYnegZneg +from OCC.Core.TNaming import tnaming +import multiprocessing +from OCC.Core.Geom import Geom_CartesianPoint +from OCC.Core.AIS import AIS_Point +from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB + +# from Connections.Shear.Finplate.drawing_2D import FinCommonData +# from Connections.Shear.Endplate.drawing_2D import EndCommonData +# from Connections.Shear.cleatAngle.drawing2D import cleatCommonData +# from Connections.Shear.SeatedAngle.drawing_2D import SeatCommonData +# +# from Connections.Shear.Finplate.reportGenerator import save_html as fin_save_html +# from Connections.Shear.Endplate.reportGenerator import save_html as end_save_html +# from Connections.Shear.cleatAngle.reportGenerator import save_html as cleat_save_html +# from Connections.Shear.SeatedAngle.design_report_generator import ReportGenerator +# ----------------------------------------- from reportGenerator import save_html +from osdag_core.cad.items.plate import Plate +from osdag_core.cad.items.angle import Angle +from ..utils.common.component import ISection as ISectionComponent +from ..utils.common.component import Column +from ..utils.common.component import Beam +from ..utils.common.component import CHS +from ..utils.common.component import RHS +from ..utils.common.component import SHS +from ..utils.common.component import Angle as AngleComponent +import numpy +class CommonDesignLogic(object): + # --------------------------------------------- def __init__(self, **kwargs): + # -------------------------------------------- self.uiObj = kwargs[uiObj] + # ------------------------------ self.dictbeamdata = kwargs[dictbeamdata] + # -------------------------------- self.dictcoldata = kwargs[dictcoldata] + # ------------------------------------------------ self.loc = kwargs[loc] + # ------------------------------------ self.component = kwargs[component] + # ------------------------------------------ self.bolt_R = kwargs[bolt_R] + # ------------------------------------------ self.bolt_T = kwargs[bolt_T] + # ---------------------------------------- self.bolt_Ht = kwargs[bolt_Ht] + # -------------------------------------------- self.nut_T = kwargs[nut_T] + # ----------------------------------------- self.display =kwargs[display] + # --------------------------- self.resultObj = self.call_finCalculation() + # ------------------------------------------- self.connectivityObj = None + + + def __init__(self, display, cad_widget, folder, connection, mainmodule): + + self.display = display + self.cad_widget = cad_widget + self.mainmodule = mainmodule + self.connection = connection + print(self.connection) + + # To capture the type of model which is rendered + self.rendering_models = {} + + # Initialize component attribute to avoid AttributeError + self.component = None + self.connectivityObj = None + self.folder = folder + + def _register_shapes(self, *shapes): + """ + Register OCC shapes with memory manager to prevent premature garbage collection. + + This method should be called immediately after creating OCC shapes in CAD creation + functions to ensure shapes are not freed by Python's GC while still referenced + by OpenCASCADE's AIS context or GPU buffers. + + Args: + *shapes: Variable number of TopoDS_Shape objects, lists of shapes, + tuples of shapes, or dicts containing shapes as values. + + Returns: + None + """ + try: + from osdag_gui.OS_safety_protocols import get_occ_memory_manager + manager = get_occ_memory_manager() + widget_id = id(self.cad_widget) + + # Ensure widget is registered + if hasattr(self, 'display') and self.display: + manager.register_widget(widget_id, self.display.Context) + + def register_recursive(obj): + """Recursively register shapes from various container types.""" + if obj is None: + return + if isinstance(obj, dict): + for v in obj.values(): + register_recursive(v) + elif isinstance(obj, (list, tuple)): + for item in obj: + register_recursive(item) + else: + # Assume it's a TopoDS_Shape or similar OCC object + try: + manager.register_shape(widget_id, obj) + except Exception: + pass # Not a registerable shape type + + for shape_arg in shapes: + register_recursive(shape_arg) + + except ImportError: + # Memory manager not available (e.g., running CAD tests without GUI) + pass + except Exception as e: + print(f"[WARNING] Could not register shapes with memory manager: {e}") + + + def get_notch_ht(self, PB_T, PB_R1, SB_T, SB_R1): + """ + Args: + PB_T: (Float)Flange thickness of Primary beam + PB_R1: (Float) Root radius of Primary beam + SB_T: (Float) Flange thickness of Secondary beam + SB_R1: (Float) Root radius of Secondary beam + + Returns: (Float)Height of the coping based on maximum of sectional properties of Primary beam and Secondary beam + + """ + notch_ht = max([PB_T, SB_T]) + max([PB_R1, SB_R1]) + max([(PB_T/2), (SB_T/2),10]) + + return notch_ht + + def boltHeadThick_Calculation(self, boltDia): + ''' + This routine takes the bolt diameter and return bolt head thickness as per IS:3757(1989) and IS:1364 (PART-1) : 2002 + + + bolt Head Dia + <--------> + __________ + | | | T = Thickness + |________| | + | | + | | + | | + + Note: The head thickness for diameter 72 has been assumed and not taken from the IS code + + ''' + boltHeadThick = {5: 3.5, 6: 4, 8: 5.3, 10: 6.4, 12: 7.5, 14: 8.8, 16: 10, 18: 11.5, 20: 12.5, 22: 14, 24: 15, + 27: 17, 30: 18.7, 33: 21, 36: 22.5, 39: 25, 42: 26, 45: 28, 48: 30, 52: 33, 56: 35, 60: 38, 64: 40, 72: 45} + return boltHeadThick[boltDia] + + def boltHeadDia_Calculation(self, boltDia): + ''' + This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1989) and IS:1364 (PART-1) : 2002 + + bolt Head Dia + <--------> + __________ + | | + |________| + | | + | | + | | + + ''' + boltHeadDia = {5: 8, 6: 10, 8: 13, 10: 16, 12: 18, 14: 21, 16: 24, 18: 27, 20: 30, 22: 34, 24: 36, 27: 41, + 30: 46, 33: 50, 36: 55, 39: 60, 42: 65, 45: 70, 48: 75, 52: 80, 56: 85, 60: 90, 64: 95, 72: 110} + return boltHeadDia[boltDia] + + def boltLength_Calculation(self, boltDia): + ''' + This routine takes the bolt diameter and return bolt head diameter as per IS:3757(1985) + + bolt Head Dia + <--------> + __________ ______ + | | | + |________| | + | | | + | | | + | | | + | | | + | | | l= length + | | | + | | | + | | | + |__| ___|__ + + ''' + # boltHeadDia = {5: 40, 6: 40, 8: 40, 10: 40, 12: 40, 16: 50, 20: 50, 22: 50, 24: 50, 27: 60, 30: 65, 36: 75} + + ''' + This routine takes the bolt diameter and return bolt head diameter as per IS:1364 (PART-1) : 2002 + + __________ + | | + |________| ______ + | | | + | | | + | | | + | | | + | | | l= length + | | | + | | | + | | | + |__| ___|__ + + ''' + boltLength = {5: 25, 6: 30, 8: 40, 10: 45, 12: 50, 14: 60, 16: 65, 18: 70, 20: 80, 22: 90, 24: 90, 27: 100, + 30: 110, 33: 130, 36: 140, 39: 150, 42: 180, 45: 200, 48: 220, 52: 240, 56: 260, 60: 280, 64: 300, 72: 320} + + return boltLength[boltDia] + + @staticmethod + def nutThick_Calculation(boltDia): + ''' + Returns the thickness of the hexagon nut (Grade A and B) depending upon the nut diameter as per IS1364-3(2002) - Table 1 + + Note: The nut thk for 72 diameter is not available in IS code, however an approximated value is assumed. + 72 mm dia bolt is used in the base plate module. + ''' + + # nutDia = {5: 5, 6: 5.65, 8: 7.15, 10: 8.75, 12: 11.3, 16: 15, 20: 17.95, 22: 19.0, 24: 21.25, 27: 23, 30: 25.35, + # 36: 30.65} + + ''' + Returns the thickness of the nut depending upon the nut diameter as per IS1364-3(2002) + ''' + nutDia = {5: 4.7, 6: 5.2, 8: 6.8, 10: 8.4, 12: 10.8, 14: 12.8, 16: 14.8, 18: 15.8, 20: 18.0, 22: 19.4, 24: 21.5, 27: 23.8, 30: 25.6, + 33: 28.7, 36: 31, 39: 33.4, 42: 34.0, 45: 36, 48: 38.0, 52: 42, 56: 45.0, 60: 48, 64: 51.0, 72: 60.0} + + return nutDia[boltDia] + + + def create3DBeamWebBeamWeb(self): + '''self,uiObj,resultObj,dictbeamdata,dictcoldata): + creating 3d cad model with beam web beam web + + ''' + + A = self.module_object + + if self.connection == KEY_DISP_FINPLATE: + # A = self.module_class() + # A = FinPlateConnection() + plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) + Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + + elif self.connection == KEY_DISP_CLEATANGLE: + # A = CleatAngleConnection() + angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, + R1=A.cleat.root_radius, R2=A.cleat.toe_radius) + + elif self.connection == KEY_DISP_HEADERPLATE: + # A = self.module_class() + plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) + Fweld1 = FilletWeld(L=A.plate.height, b=A.weld.size, h=A.weld.size) + + else: + pass + + bolt_dia = int(A.bolt.bolt_diameter_provided) + bolt_r = bolt_dia / 2.0 + bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 + bolt_T = self.boltHeadThick_Calculation(bolt_dia) + bolt_Ht = self.boltLength_Calculation(bolt_dia) + nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia + nut_Ht = bolt_dia + notch_height = A.supported_section.notch_ht + notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + + ##### SECONDARY BEAM PARAMETERS ###### + + + # --Notch dimensions + if self.connection == KEY_DISP_FINPLATE: + gap = A.plate.gap + notchObj = Notch(R1=notch_R1, + height=notch_height, + # width= (pBeam_B/2.0 - (pBeam_tw/2.0 ))+ gap, + width=(A.supporting_section.flange_width / 2.0 - ( + A.supporting_section.web_thickness / 2.0 + gap)) + gap, + length=A.supported_section.flange_width) + + elif self.connection == KEY_DISP_CLEATANGLE: + gap = A.cleat.gap + notchObj = Notch(R1=notch_R1, + height=notch_height, + width=(A.supporting_section.flange_width / 2.0 - ( + A.supporting_section.web_thickness / 2.0 + gap)) + gap, + length=A.supported_section.flange_width) + # print(notch_R1,notch_height,(A.supporting_section.flange_width / 2.0 - + # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, A.supported_section.flange_width) + + elif self.connection == KEY_DISP_HEADERPLATE: + notchObj = Notch(R1=notch_R1, height=notch_height, + width=(A.supporting_section.flange_width / 2.0 - ( + A.supporting_section.web_thickness / 2.0 + A.plate.thickness_provided)) + A.plate.gap, + length=A.supported_section.flange_width) + + else: + pass + # column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) + # + # beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) + + supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, + D=A.supporting_section.depth, t=A.supporting_section.web_thickness, + R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, + alpha=A.supporting_section.flange_slope, + length=1000, notchObj=None) + + supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, + D=A.supported_section.depth, + t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, + R2=A.supported_section.toe_radius, + alpha=A.supported_section.flange_slope, length=500, notchObj=notchObj) + + # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) + + # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + + if self.connection == KEY_DISP_FINPLATE: # finBeamWebBeamWeb/endBeamWebBeamWeb + nut_space = A.supported_section.web_thickness + A.plate.thickness_provided + nut_T + nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + beamwebconn = FinBeamWebBeamWeb(supporting, supported, notchObj, plate, Fweld1, nutBoltArray, gap) + # column, beam, notch, plate, Fweld, nut_bolt_array + + elif self.connection == KEY_DISP_HEADERPLATE: + nut_space = A.supporting_section.web_thickness + A.plate.thickness_provided + nut_T + nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + beamwebconn = EndBeamWebBeamWeb(supporting, supported, notchObj, Fweld1, plate, nutBoltArray) + + elif self.connection == KEY_DISP_CLEATANGLE: + # nut_space = sBeam_tw + 2 * cleat_thick + nut_T + # cnut_space = pBeam_tw + cleat_thick + nut_T + # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) + # beamwebconn = cleatBeamWebBeamWeb(column, beam, notchObj, angle, nut_bolt_array,gap) + nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T + cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T + nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) + beamwebconn = cleatBeamWebBeamWeb(supporting, supported, notchObj, angle, nut_bolt_array,gap) + + else: + pass + + beamwebconn.create_3dmodel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(beamwebconn, 'get_models'): + self._register_shapes(beamwebconn.get_models()) + + return beamwebconn + + def create3DColWebBeamWeb(self): + ''' + creating 3d cad model with column web beam web + + ''' + + A = self.module_object + + # if self.connection == KEY_DISP_FINPLATE: + # A = self.module_class() + # A = FinPlateConnection() + if self.connection == KEY_DISP_CLEATANGLE: + # A = CleatAngleConnection() + angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, + R1=A.cleat.root_radius, R2=A.cleat.toe_radius) + + elif self.connection == KEY_DISP_SEATED_ANGLE: + angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, + T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) + else: + pass + #### PLATE,BOLT,ANGLE AND NUT PARAMETERS ##### + + # if self.connection == "cleatAngle": + # cleat_length = self.resultObj['cleat']['height'] + # cleat_thick = float(self.dictangledata["t"]) + # cleat_legsizes = str(self.dictangledata["AXB"]) + # angle_A = int(cleat_legsizes.split('x')[0]) + # angle_B = int(cleat_legsizes.split('x')[1]) + # angle_r1 = float(str(self.dictangledata["R1"])) + # angle_r2 = float(str(self.dictangledata["R2"])) + # + # elif self.connection == 'SeatedAngle': + # seat_length = self.resultObj['SeatAngle']['Length (mm)'] + # seat_thick = float(self.dictangledata["t"]) + # seat_legsizes = str(self.dictangledata["AXB"]) + # seatangle_A = int(seat_legsizes.split('x')[0]) + # seatangle_B = int(seat_legsizes.split('x')[1]) + # seatangle_r1 = float(str(self.dictangledata["R1"])) + # seatangle_r2 = float(str(self.dictangledata["R2"])) + # + # topangle_length = self.resultObj['SeatAngle']['Length (mm)'] + # topangle_thick = float(self.dicttopangledata["t"]) + # top_legsizes = str(self.dicttopangledata["AXB"]) + # topangle_A = int(top_legsizes.split('x')[0]) + # topangle_B = int(top_legsizes.split('x')[1]) + # topangle_r1 = float(str(self.dicttopangledata["R1"])) + # topangle_r2 = float(str(self.dicttopangledata["R2"])) + # else: + # fillet_length = self.resultObj['Plate']['height'] + # fillet_thickness = str(self.uiObj['Weld']['Size (mm)']) + # plate_width = self.resultObj['Plate']['width'] + # plate_thick = str(self.uiObj['Plate']['Thickness (mm)']) + + bolt_dia = int(A.bolt.bolt_diameter_provided) + bolt_r = bolt_dia / 2.0 + bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 + bolt_T = self.boltHeadThick_Calculation(bolt_dia) + bolt_Ht = self.boltLength_Calculation(bolt_dia) + nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia + nut_Ht = bolt_dia + # notch_height = A.supported_section.notch_ht + # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + + if self.connection == KEY_DISP_CLEATANGLE: + gap = A.cleat.gap + # notchObj = Notch(R1=notch_R1, + # height=notch_height, + # width=(A.supporting_section.flange_width / 2.0 - ( + # A.supporting_section.web_thickness / 2.0 + gap)) + gap, + # length=A.supported_section.flange_width) + # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - + # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, + # A.supported_section.flange_width) + elif self.connection == KEY_DISP_SEATED_ANGLE: + gap = A.plate.gap + seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length + T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) + topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, + T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) + + elif self.connection == KEY_DISP_HEADERPLATE: + plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) + Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + + else: + plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) + Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + + supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, + D=A.supporting_section.depth, t=A.supporting_section.web_thickness, + R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, + alpha=A.supporting_section.flange_slope, + length=max(1000, (500 + A.supported_section.depth)), notchObj=None) + supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, + D=A.supported_section.depth, + t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, + R2=A.supported_section.toe_radius, + alpha=A.supported_section.flange_slope, length=500, notchObj=None) + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + + if self.connection == KEY_DISP_FINPLATE: # finColWebBeamWeb + gap = A.plate.gap + nut_space = A.supported_section.web_thickness + int(A.plate.thickness_provided) + nut_T + nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + colwebconn = FinColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) + + elif self.connection == KEY_DISP_HEADERPLATE: + nut_space = A.supporting_section.web_thickness + int(A.plate.thickness_provided) + nut_T + nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + colwebconn = EndColWebBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) + + elif self.connection == KEY_DISP_CLEATANGLE: + # nut_space = beam_tw + 2 * cleat_thick + nut_T + # cnut_space = column_tw + cleat_thick + nut_T + # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) + # colwebconn = cleatColWebBeamWeb(column, beam, angle, nut_bolt_array,gap) + nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T + cnut_space = A.supporting_section.web_thickness + A.cleat.thickness + nut_T + nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) + colwebconn = cleatColWebBeamWeb(supporting, supported, angle, nut_bolt_array, gap) + + else: + snut_space = A.supporting_section.web_thickness + A.seated.thickness + nut_T + sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T + tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T + tbnut_space = A.supporting_section.web_thickness + A.top_angle.thickness + nut_T + + nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) + colwebconn = seatColWebBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) + + colwebconn.create_3dmodel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(colwebconn, 'get_models'): + self._register_shapes(colwebconn.get_models()) + + return colwebconn + + def create3DColFlangeBeamWeb(self): + ''' + Creating 3d cad model with column flange beam web connection + + ''' + + A = self.module_object + + if self.connection == KEY_DISP_FINPLATE: + # A = self.module_class() + # A = FinPlateConnection() + gap = A.plate.gap + elif self.connection == KEY_DISP_CLEATANGLE: + # A = CleatAngleConnection() + angle = Angle(L=A.cleat.height, A=A.cleat.leg_a_length, B=A.cleat.leg_b_length, T=A.cleat.thickness, + R1=A.cleat.root_radius, R2=A.cleat.toe_radius) + print("BOLT DETAILS") + print("bolt:", A.bolt) + print("bolt2:", A.bolt2) + print("spting_leg.bolts_one_line:", A.spting_leg.bolts_one_line) + print("spting_leg.bolt_line:", A.spting_leg.bolt_line) + print("total_bolts_spting:", A.total_bolts_spting) + print("get_bolt_PC:", A.get_bolt_PC) + print("bolt_values:", A.bolt_values) + print("END BOLT DETAILS") + + + elif self.connection == KEY_DISP_SEATED_ANGLE: + angle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, + T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) + else: + pass + + bolt_dia = int(A.bolt.bolt_diameter_provided) + bolt_r = bolt_dia / 2.0 + bolt_R = self.boltHeadDia_Calculation(bolt_dia) / 2.0 + bolt_T = self.boltHeadThick_Calculation(bolt_dia) + bolt_Ht = self.boltLength_Calculation(bolt_dia) + nut_T = self.nutThick_Calculation(bolt_dia) # bolt_dia = nut_dia + nut_Ht = bolt_dia + # gap = A.plate.gap + # notch_height = A.supported_section.notch_ht + # notch_R1 = max([A.supporting_section.root_radius, A.supported_section.root_radius, 10]) + + if self.connection == KEY_DISP_CLEATANGLE: + gap = A.cleat.gap + # notchObj = Notch(R1=notch_R1, + # height=notch_height, + # width=(A.supporting_section.flange_width / 2.0 - ( + # A.supporting_section.web_thickness / 2.0 + gap)) + gap, + # length=A.supported_section.flange_width) + # print(notch_R1, notch_height, (A.supporting_section.flange_width / 2.0 - + # (A.supporting_section.web_thickness / 2.0 + gap)) + gap, + # A.supported_section.flange_width) + + elif self.connection == KEY_DISP_SEATED_ANGLE: + gap = A.plate.gap + seatangle = Angle(L=A.seated_angle.width, A=A.seated.leg_a_length, B=A.seated.leg_b_length, #TODO:Check leg b length + T=A.seated.thickness, R1=A.seated.root_radius, R2=A.seated.toe_radius) + topclipangle = Angle(L=A.top_angle.width, A=A.top_angle.leg_a_length, B=A.top_angle.leg_b_length, + T=A.top_angle.thickness, R1=A.top_angle.root_radius, R2=A.top_angle.toe_radius) + + elif self.connection == KEY_DISP_HEADERPLATE: + plate = Plate(L=A.plate.height, W=A.plate.width, T=A.plate.thickness_provided) + Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + else: + # plate = Plate(L= 300,W =100, T = 10) + plate = Plate(L=A.plate.height, W=A.plate.length, T=A.plate.thickness_provided) + + # Fweld1 = FilletWeld(L= 300,b = 6, h = 6) + Fweld1 = FilletWeld(L=A.weld.length, b=A.weld.size, h=A.weld.size) + + supported = ISection(B=A.supported_section.flange_width, T=A.supported_section.flange_thickness, + D=A.supported_section.depth, + t=A.supported_section.web_thickness, R1=A.supported_section.root_radius, + R2=A.supported_section.toe_radius, + alpha=A.supported_section.flange_slope, length=500, notchObj=None) + + supporting = ISection(B=A.supporting_section.flange_width, T=A.supporting_section.flange_thickness, + D=A.supporting_section.depth, t=A.supporting_section.web_thickness, + R1=A.supporting_section.root_radius, R2=A.supporting_section.toe_radius, + alpha=A.supporting_section.flange_slope, + length=max(1000, (500 + A.supported_section.depth)), notchObj=None) + + # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) + + # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + + if self.connection == KEY_DISP_FINPLATE: + nut_space = A.supported_section.web_thickness+ int(A.plate.thickness_provided) + nut_T + # nutBoltArray = finNutBoltArray(A, nut, bolt, nut_space) # finColFlangeBeamWeb + # colflangeconn = finColFlangeBeamWeb(column, beam, Fweld1, plate, nutBoltArray, gap) + + nutBoltArray = finNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + colflangeconn = FinColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray,gap) + + elif self.connection == KEY_DISP_HEADERPLATE: + nut_space = A.supporting_section.flange_thickness + int(A.plate.thickness_provided) + nut_T + nutBoltArray = endNutBoltArray(A.bolt, A.plate, nut, bolt, nut_space) + colflangeconn = EndColFlangeBeamWeb(supporting, supported, Fweld1, plate, nutBoltArray) + + elif self.connection == KEY_DISP_CLEATANGLE: + + # nut_space = A.supported_section.web_thickness + 2 * + nut_T + # cnut_space = column_T + cleat_thick + nut_T + # nut_bolt_array = cleatNutBoltArray(self.resultObj, nut, bolt, nut_space, cnut_space) + # colflangeconn = cleatColFlangeBeamWeb(column, beam, angle, nut_bolt_array,gap) + nut_space = A.supported_section.web_thickness + 2 * A.cleat.thickness + nut_T + cnut_space = A.supporting_section.flange_thickness + A.cleat.thickness + nut_T + nut_bolt_array = cleatNutBoltArray(A.cleat, nut, bolt, nut_space, cnut_space) + colflangeconn = cleatColFlangeBeamWeb(supporting, supported, angle, nut_bolt_array, gap) + + else: + # pass + snut_space = A.supporting_section.flange_thickness + A.seated.thickness + nut_T + sbnut_space = A.supported_section.flange_thickness + A.seated.thickness + nut_T + tnut_space = A.supported_section.flange_thickness + A.top_angle.thickness + nut_T + tbnut_space = A.supporting_section.flange_thickness + A.top_angle.thickness + nut_T + + nutBoltArray = seatNutBoltArray(A.bolt, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space, True) + colflangeconn = seatColFlangeBeamWeb(supporting, supported, seatangle, topclipangle, nutBoltArray, gap) + # + + # else: + # snut_space = column_T + seat_thick + nut_T + # sbnut_space = beam_T + seat_thick + nut_T + # tnut_space = beam_T + topangle_thick + nut_T + # tbnut_space = column_T + topangle_thick + nut_T + # + # nutBoltArray = seatNutBoltArray(self.resultObj, nut, bolt, snut_space, sbnut_space, tnut_space, tbnut_space) + # colflangeconn = seatColFlangeBeamWeb(column, beam, seatangle, topclipangle, nutBoltArray,gap) + + colflangeconn.create_3dmodel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(colflangeconn, 'get_models'): + self._register_shapes(colflangeconn.get_models()) + + return colflangeconn + + def createBBCoverPlateCAD(self): + ''' + :return: The calculated values/parameters to create 3D CAD model of individual components. + ''' + + if self.connection == KEY_DISP_BEAMCOVERPLATE: + B = self.B + # beam_data = self.fetchBeamPara() # Fetches the beam dimensions + + beam_tw = float(B.section.web_thickness) + beam_T = float(B.section.flange_thickness) + beam_d = float(B.section.depth) + beam_B = float(B.section.flange_width) + beam_R1 = float(B.section.root_radius) + beam_R2 = float(B.section.toe_radius) + beam_alpha = float(B.section.flange_slope) + beam_length = B.flange_plate.length/2+300 + + beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, + R1=beam_R1, R2=beam_R2, alpha=beam_alpha, + length=beam_length, notchObj=None) # Call to ISection in Component repository + beam_Right = copy.copy(beam_Left) # Since both the beams are same + + + plateAbvFlange = Plate(L=B.flange_plate.height, + W=B.flange_plate.length, + T=float(B.flange_plate.thickness_provided)) # Call to Plate in Component repository + plateBelwFlange = copy.copy(plateAbvFlange) # Since both the flange plates are identical + + innerplateAbvFlangeFront = Plate(L=B.flange_plate.Innerheight, + W=B.flange_plate.Innerlength, + T=float(B.flange_plate.thickness_provided)) + innerplateAbvFlangeBack = copy.copy(innerplateAbvFlangeFront) + innerplateBelwFlangeFront = copy.copy(innerplateAbvFlangeBack) + innerplateBelwFlangeBack = copy.copy(innerplateBelwFlangeFront) + + WebPlateLeft = Plate(L=B.web_plate.height, + W=B.web_plate.length, + T=float(B.web_plate.thickness_provided)) # Call to Plate in Component repository + WebPlateRight = copy.copy(WebPlateLeft) # Since both the Web plates are identical + + bolt_d = float(B.flange_bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory + + numOfBoltsF = int(B.flange_plate.bolts_required) # Number of flange bolts for both beams + if B.preference == "Outside": + nutSpaceF = float( + B.flange_plate.thickness_provided) + beam_T # Space between bolt head and nut for flange bolts + else: + nutSpaceF = 2 * float(B.flange_plate.thickness_provided) + beam_T + + # TODO : update nutSpace from Osdag test + + numOfBoltsW = int(B.web_plate.bolts_required) # Number of web bolts for both beams + nutSpaceW = 2 * float( + B.web_plate.thickness_provided) + beam_tw # Space between bolt head and nut for web bolts + + # Bolt placement for Above Flange bolts, call to nutBoltPlacement_AF.py + bolting_AF = NutBoltArray_AF(self.B, nut, bolt, numOfBoltsF, nutSpaceF) + + # Bolt placement for Below Flange bolts, call to nutBoltPlacement_BF.py + bolting_BF = NutBoltArray_BF(self.B, nut, bolt, numOfBoltsF, nutSpaceF) + + # Bolt placement for Web Plate bolts, call to nutBoltPlacement_Web.py + bolting_Web = NutBoltArray_Web(self.B, nut, bolt, numOfBoltsW, nutSpaceW) + + # bbCoverPlate is an object which is passed BBCoverPlateBoltedCAD.py file, which initialized the parameters of each CAD component + bbCoverPlate = BBCoverPlateBoltedCAD(beam_Left, beam_Right, plateAbvFlange, plateBelwFlange, + innerplateAbvFlangeFront, + innerplateAbvFlangeBack, innerplateBelwFlangeFront, + innerplateBelwFlangeBack, + WebPlateLeft, WebPlateRight, bolting_AF, bolting_BF, bolting_Web, + self.B) + + # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity + bbCoverPlate.create_3DModel() + + elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: + B = self.module_object + beamLenght = (max(float(B.flange_plate.length), float(B.web_plate.length)) + 600) / 2 + beam = ISection(B=float(B.section.flange_width), T=float(B.section.flange_thickness), + D=float(B.section.depth), t=float(B.section.web_thickness), R1=float(B.section.root_radius), + R2=float(B.section.toe_radius), alpha=float(B.section.flange_slope), length=beamLenght, + notchObj=None) + flangePlate = Plate(L=float(B.flange_plate.length), W=float(B.flange_plate.height), + T=float(B.flange_plate.thickness_provided)) + innerFlangePlate = Plate(L=float(B.flange_plate.Innerlength), W=float(B.flange_plate.Innerheight), + T=float(B.flange_plate.thickness_provided)) + webPlate = Plate(L=float(B.web_plate.length), W=float(B.web_plate.height), + T=float(B.web_plate.thickness_provided)) + + flangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.L) + flangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), L=flangePlate.W) + + innerflangePlateWeldL = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), + L=innerFlangePlate.L) + innerflangePlateWeldW = FilletWeld(h=float(B.flange_weld.size), b=float(B.flange_weld.size), + L=innerFlangePlate.W) + + webPlateWeldL = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.L) + webPlateWeldW = FilletWeld(h=float(B.web_weld.size), b=float(B.web_weld.size), L=webPlate.W) + + bbCoverPlate = BBSpliceCoverPlateWeldedCAD(B, beam, flangePlate, innerFlangePlate, webPlate, + flangePlateWeldL, flangePlateWeldW, + innerflangePlateWeldL, + innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + + # bbCoverPlate.create_3DModel() will create the CAD model of each component, debugging this line will give moe clarity + bbCoverPlate.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(bbCoverPlate, 'get_models'): + self._register_shapes(bbCoverPlate.get_models()) + + return bbCoverPlate + + + def createBBEndPlateCAD(self): + """ + Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file + :return: creates CAD model + """ + # NOTE: Do NOT call gc.collect() during CAD operations - it causes heap corruption + # See OCC Memory Architecture documentation for details + + BBE = self.module_object + + beam_tw = float(BBE.beam_tw) + beam_T = float(BBE.beam_tf) + beam_d = float(BBE.beam_D) + beam_B = float(BBE.beam_bf) + beam_R1 = 0.0 + beam_R2 = 0.0 + beam_alpha = 0.0 + beam_length = 500 + + beam_Left = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, + R1=beam_R1, R2=beam_R2, alpha=beam_alpha, + length=beam_length, notchObj=None) + # CRITICAL: Create new instance instead of copy.copy to prevent shared numpy array state + beam_Right = copy.copy(beam_Left) # Since both the beams are same + + plate_Left = Plate(W=BBE.ep_width_provided, + L=BBE.ep_height_provided, + T=BBE.plate_thickness) + plate_Right = copy.copy(plate_Left) # Since both the end plates are identical + + # Beam stiffeners 4 if extended both ways, only 1 and 3 if extended oneway and non for flus type + beam_stiffeners = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, + T=BBE.stiffener_thickness, + R11=BBE.stiffener_length - 25, + R12=BBE.stiffener_height - 25, + L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 + # + # # Beam stiffeners for the flush type endplate + beam_stiffenerFlush = StiffenerPlate(W=BBE.stiffener_height, L=BBE.stiffener_length, + T=BBE.stiffener_thickness, + L21=5.0, L22=5.0) + + + # alist = self.designParameters() # An object to save all input values entered by user + + bolt_d = float(BBE.bolt_diameter_provided) # Bolt diameter, entered by user + bolt_r = bolt_d / 2 + bolt_T = self.boltHeadThick_Calculation(bolt_d) + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 + bolt_Ht = self.boltLength_Calculation(bolt_d) + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo + nut_T = self.nutThick_Calculation(bolt_d) + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + + numberOfBolts = int(BBE.bolt_numbers) + + nutSpace = 2 * float(BBE.plate_thickness) + nut_T # Space between bolt head and nut + + bbNutBoltArray = BBENutBoltArray(BBE, nut, bolt, numberOfBolts, nutSpace) + + # Following welds are for to weld stiffeners for extended bothways and ext4ended oneway + # bbWeld for stiffener hight on left side + bbWeldStiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, + + L=BBE.stiffener_height - 5.0) # outputobj['Stiffener']['Length'] - 25 + + # bbWeld for stiffener length on left side + bbWeldStiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, + L=BBE.stiffener_length-5.0) + # + # # following welds are fillet welds for the flush endplate stiffeners + bbWeldFlushstiffHeight = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, + L=BBE.stiffener_height-5.0) + + bbWeldFlushstiffLength = FilletWeld(b=BBE.weld_size_stiffener, h=BBE.weld_size_stiffener, + L=BBE.stiffener_length-5.0) + # + # # if BBE.weld.type == "Fillet Weld": + # # + # Fillet Weld for connecting end plate to beam + + # # Followings welds are welds above beam flange, Qty = 4 + # bbWeldAbvFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), + # L=beam_B) + # + # # Followings welds are welds below beam flange, Qty = 8 + # bbWeldBelwFlang = FilletWeld(b=float(BBE.flange_weld.size), h=float(BBE.flange_weld.size), + # L=(beam_B - beam_tw) / 2 - + # beam_R1 - beam_R2) + # + # # Followings welds are welds placed aside of beam web, Qty = 4 + # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), + # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) + # # # + # # extbothWays = BBEndplateCAD(beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray, + # # bbWeldAbvFlang, bbWeldBelwFlang, bbWeldSideWeb, bbWeldFlushstiffHeight, + # # bbWeldFlushstiffLength, + # # bbWeldStiffHeight, bbWeldStiffLength, beam_stiffeners, beam_stiffenerFlush, alist, + # # outputobj) + # # extbothWays.create_3DModel() + # # + # # return extbothWays + # # + # # else: # Groove Weld + # + # # Grove Weld for connecting end plate to beam + bbWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), + L=beam_B) # outputobj["Weld"]["Size"] + # + # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop + # bbWeldSideWeb = FilletWeld(b=float(BBE.web_weld.size), h=float(BBE.web_weld.size), + # L=beam_d - 2 * (beam_T + beam_R1) - (2 * 5)) + bbWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), + L=beam_d - 2 * beam_T) # outputobj["Weld"]["Size"] + + + + extbothWays = CADGroove(BBE,beam_Left, beam_Right, plate_Left, plate_Right, bbNutBoltArray,bbWeldFlang, + bbWeldWeb,beam_stiffeners,beam_stiffenerFlush,bbWeldStiffHeight,bbWeldStiffLength,bbWeldFlushstiffHeight,bbWeldFlushstiffLength) + extbothWays.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(extbothWays, 'get_models'): + self._register_shapes(extbothWays.get_models()) + + return extbothWays + + + def createBCEndPlateCAD(self): + """ + Calls the CAD components like beam, plate, stiffeners, fillet and grove weld, nut and bolt. Also calls CAD file + :return: creates CAD model + """ + BCE = self.module_object + + + + print("bolt_diameter_provided:", BCE.bolt_diameter_provided) + print("bolt_grade_provided:", BCE.bolt_grade_provided) + print("bolt_numbers:", BCE.bolt_numbers) + print("BCE.ep_height_provided:", BCE.ep_height_provided) + print("BCE.ep_width_provided:", BCE.ep_width_provided) + + print("BCE.edge_distance_provided:", BCE.edge_distance_provided) + print("BCE.end_distance_provided:", BCE.end_distance_provided) + print("BCE.endplate_type:", BCE.endplate_type) + print("BCE.ep_height_max:", BCE.ep_height_max) + print("BCE.epsilon_beam:", BCE.epsilon_beam) + print("BCE.plate_thickness:", BCE.plate_thickness) + + + + + + + + + column_tw = float(BCE.column_tw) + column_T = float(BCE.column_tf) + column_d = float(BCE.column_D) + column_B = float(BCE.column_bf) + column_R1 = float(BCE.column_r1) + column_R2 = float(BCE.column_r2) + column_alpha = 0.0 + self.column_length = float(BCE.ep_height_provided + 1000) + # print(column_T,column_B,column_d,column_tw,column_R1,column_R2) + + beam_tw = float(BCE.beam_tw) + beam_T = float(BCE.beam_tf) + beam_d = float(BCE.beam_D) + beam_B = float(BCE.beam_bf) + beam_R1 = float(BCE.beam_r1) + beam_R2 = float(BCE.beam_r2) + beam_alpha = 0.0 + self.beam_length = BCE.stiffener_length +500 + + beam_Left = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, + R1=column_R1, R2=column_R2, alpha=column_alpha, + length=self.column_length, notchObj=None) + + beam_Right = ISection(B=beam_B, T=beam_T, D=beam_d, t=beam_tw, + R1=beam_R1, R2=beam_R2, alpha=beam_alpha, + length=self.beam_length, notchObj=None) # Since both the beams are same + + # outputobj = self.outputs # Save all the claculated/displayed out in outputobj + + plate_Right = Plate(W=BCE.ep_width_provided, + L=BCE.ep_height_provided, + T=BCE.plate_thickness) + + + + # TODO adding enpplate type and check if code is working + # TODO added connectivity type here + + + + if BCE.connectivity == "Column Web-Beam Web": + conn_type = 'col_web_connectivity' + else: # "Column flange-Beam web" + conn_type = 'col_flange_connectivity' + + print(conn_type,"hfhfh") + + # endplate_type = alist['Member']['EndPlate_type'] + if BCE.endplate_type == 'Extended One Way - Irreversible Moment': + endplate_type = "one_way" + elif BCE.endplate_type == 'Flushed - Reversible Moment': + endplate_type = "flush" + else: # uiObj['Member']['EndPlate_type'] == "Extended both ways": + endplate_type = "both_way" + + if BCE.continuity_plate_tension_flange_status == True or BCE.continuity_plate_tension_flange_status == True: + + if BCE.connectivity != "Column Web-Beam Web": + contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, + L=float(column_d) - 2 * float(column_T), + T=BCE.cont_plate_thk_provided, L21=BCE.notch_size, R22=BCE.notch_size, + R21=BCE.notch_size, L22=BCE.notch_size) + + contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, + L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) + contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, + L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) + else: + contPlates = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, + L=float(column_d) - 2 * float(column_T), + T=BCE.cont_plate_thk_provided, L11=BCE.notch_size, R11=BCE.notch_size, + R12=BCE.notch_size, L12=BCE.notch_size) + contWeldD = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, + L=float(column_d) - 2 * float(column_T)-2*BCE.notch_size) + contWeldB = FilletWeld(b=BCE.weld_size_continuity_plate, h=BCE.weld_size_continuity_plate, + L=float(column_B) / 2 - float(column_tw) / 2-BCE.notch_size) + else: + contPlates = None + contWeldD = None + contWeldB = None + + if BCE.web_stiffener_status == True: + + + webplate = StiffenerPlate(W=BCE.web_stiffener_width, + L=BCE.web_stiffener_depth, + T=BCE.web_stiffener_thk_provided) + webWeldD = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, + L=BCE.web_stiffener_depth) + webWeldB = FilletWeld(b=BCE.weld_size_web_stiffener, h=BCE.weld_size_web_stiffener, + L=BCE.web_stiffener_width) + else: + webplate = None + webWeldD = None + webWeldB = None + + + + + # if BCE.web_stiffener_status == True: + # diagplate = StiffenerPlate(W=(float(column_B) - float(column_tw)) / 2, + # L=BCE.diag_stiffener_length, + # T=BCE.diag_stiffener_thk_provided) + # diagWeldD = FilletWeld(b=BCE.weld_size_diag_stiffener, h=BCE.weld_size_diag_stiffener, + # L=BCE.diag_stiffener_length) + # diagWeldB = FilletWeld(b=BCE.diag_stiffener_thk_provided, h=BCE.diag_stiffener_thk_provided, + # L=float(column_B) / 2 - float(column_tw) / 2) + # else: + ########## diagplate is omitted due to detailing issues ########### + diagplate = None + diagWeldD = None + diagWeldB = None + ########## diagplate is omitted due to detailing issues ########### + + # contPlate_L2 = StiffenerPlate(W=(float(column_data["B"]) - float(column_data["tw"])) / 2, + # L=float(column_data["D"]) - 2 * float(column_data["T"]), + # T=outputobj['ContPlateTens']['Thickness']) + # contPlate_R1 = copy.copy(contPlate_L1) + # contPlate_R2 = copy.copy(contPlate_L2) + + + + beam_stiffeners = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, + T=BCE.stiffener_thickness, + R11=BCE.stiffener_length- 25, + R12=BCE.stiffener_height - 25, + L21=5.0, L22=5.0) # TODO: given hard inputs to L21 and L22 + + beam_stiffenerFlush = StiffenerPlate(W=BCE.stiffener_height, L=BCE.stiffener_length, + T=BCE.stiffener_thickness, + L21=5.0, L22=5.0) + + bcWeldFlushstiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, + L=BCE.stiffener_height - 5.0) + + bcWeldFlushstiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, + L=BCE.stiffener_length - 5.0) + + # beam_stiffener_2 = copy.copy(beam_stiffener_1) + + bolt_d = float(BCE.bolt.bolt_diameter_provided) # Bolt diameter, entered by user + bolt_r = bolt_d / 2 + bolt_T = self.boltHeadThick_Calculation(bolt_d) + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 + bolt_Ht = self.boltLength_Calculation(bolt_d) + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component repo + nut_T = self.nutThick_Calculation(bolt_d) + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + + numberOfBolts = int(BCE.bolt_numbers) + + + # TODO remove all the clutter later + + # nutSpace = 2 * float(outputobj["Plate"]["Thickness"]) + nut_T # Space between bolt head and nut + if conn_type == 'col_flange_connectivity': + nutSpace = float(column_T) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut + + else: + nutSpace = float(column_tw) + float(BCE.plate_thickness) + nut_T # / 2 + bolt_T / 2 # Space between bolt head and nut + print(nutSpace,column_tw,BCE.plate_thickness,nut_T,"121") + bbNutBoltArray = BCE_NutBoltArray(BCE, nut, bolt, numberOfBolts, nutSpace, endplate_type) + + ########################### + # WELD SECTIONS # + ########################### + ''' + Following sections are for creating Fillet Welds and Groove Welds + Welds are numbered from Top to Bottom in Z-axis, Front to Back in Y axis and Left to Right in X axis. + ''' + ############################### Weld for the beam stiffeners ################################################ + + # bcWeld for stiffener hight on left side + print(BCE.notch_size,BCE.stiffener_thickness,BCE.stiffener_height,BCE.stiffener_length, BCE.cont_plate_thk_provided,BCE.weld_size_continuity_plate,BCE.weld_size_continuity_plate,"jjjj") + bcWeldStiffHeight = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, + L=BCE.stiffener_height-5.0) + + # + bcWeldStiffLength = FilletWeld(b=BCE.weld_size_stiffener, h=BCE.weld_size_stiffener, + L=BCE.stiffener_length-5.0) + + + + bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), + L=beam_B) + # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) + # # + # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop + bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), + L=beam_d - 2 * beam_T) + + if conn_type == 'col_flange_connectivity': + # + # if alist["Weld"]["Method"] == "Fillet Weld": + # + # # # Followings welds are welds above beam flange, Qty = 4 + # # bcWeldAbvFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), + # # h=float(alist["Weld"]["Flange (mm)"]), + # # L=beam_B) + # # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) + # # + # # # Followings welds are welds below beam flange, Qty = 8 + # # bcWeldBelwFlang = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), + # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) + # # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) + # # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) + # # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) + # # + # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop + # # bcWeldSideWeb = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), + # # L=beam_d - 2 * beam_T - 40) + # # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) + # + # extbothWays = CADFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, bcWeldAbvFlang, + # bcWeldBelwFlang, + # bcWeldSideWeb, contWeldD, contWeldB, + # bcWeldStiffHeight, bcWeldStiffLength, + # contPlates, beam_stiffeners, endplate_type, conn_type, + # outputobj) + # extbothWays.create_3DModel() + # + # return extbothWays + # + # else: # Groove Weld + + # extbothWays = CADGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, + # bcWeldFlang, bcWeldWeb, + # bcWeldStiffHeight, bcWeldStiffLength, contWeldD, contWeldB, + # contPlates, beam_stiffeners, endplate_type, outputobj) + extbothWays = BCECADGroove(BCE,beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt,bcWeldFlang, + bcWeldWeb, contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB,diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) + + + extbothWays.create_3DModel() + + return extbothWays + + else: # conn_type = 'col_web_connectivity' + bcWeldFlang = GrooveWeld(b=float(beam_tw), h=float(beam_T), + L=beam_B) + # # # bcWeldFlang_2 = copy.copy(bcWeldFlang_1) + # # + # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop + bcWeldWeb = GrooveWeld(b=float(beam_tw), h=float(beam_tw), + L=beam_d - 2 * beam_T) + + ########## diagplate is omitted due to detailing issues ########### + diagplate = None + diagWeldD = None + diagWeldB = None + ########## diagplate is omitted due to detailing issues ########### + + webplate = None + webWeldD = None + webWeldB = None + # if alist["Weld"]["Method"] == "Fillet Weld": + # # # Followings welds are welds above beam flange, Qty = 4 + # # bcWeldAbvFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), + # # h=float(alist["Weld"]["Flange (mm)"]), + # # L=beam_B) + # # bcWeldAbvFlang_22 = copy.copy(bcWeldAbvFlang_21) + # # + # # # Followings welds are welds below beam flange, Qty = 8 + # # bcWeldBelwFlang_21 = FilletWeld(b=float(alist["Weld"]["Flange (mm)"]), + # # h=float(alist["Weld"]["Flange (mm)"]), L=(beam_B - beam_tw) / 2) + # # bcWeldBelwFlang_22 = copy.copy(bcWeldBelwFlang_21) + # # bcWeldBelwFlang_23 = copy.copy(bcWeldBelwFlang_21) + # # bcWeldBelwFlang_24 = copy.copy(bcWeldBelwFlang_21) + # # + # # # Followings welds are welds placed aside of beam web, Qty = 4 # edited length value by Anand Swaroop + # # bcWeldSideWeb_21 = FilletWeld(b=float(alist["Weld"]["Web (mm)"]), h=float(alist["Weld"]["Web (mm)"]), + # # L=beam_d - 2 * beam_T - 40) + # # bcWeldSideWeb_22 = copy.copy(bcWeldSideWeb_21) + + # col_web_connectivity = CADColWebFillet(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, + # bcWeldAbvFlang, + # bcWeldBelwFlang, + # bcWeldSideWeb, + # contWeldD, contWeldB, + # bcWeldStiffHeight, bcWeldStiffLength, + # contPlates, beam_stiffeners, endplate_type, + # conn_type, outputobj) + # + # col_web_connectivity.create_3DModel() + # + # return col_web_connectivity + # + # else: # Groove Weld + + # else: + + ####################################### + # WELD SECTIONS QUARTER CONE # + ####################################### + + # col_web_connectivity = CADcolwebGroove(beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, + # bcWeldFlang, bcWeldWeb, + # bcWeldStiffHeight, bcWeldStiffLength, + # contWeldD, contWeldB, + # contPlates, beam_stiffeners, endplate_type, + # outputobj) + + col_web_connectivity = CADcolwebGroove(BCE, beam_Left, beam_Right, plate_Right, bbNutBoltArray, bolt, + bcWeldFlang,bcWeldWeb,contPlates,beam_stiffeners,bcWeldStiffHeight,bcWeldStiffLength,contWeldD,contWeldB, diagplate, diagWeldD, diagWeldB, webplate, webWeldB, webWeldD, beam_stiffenerFlush,bcWeldFlushstiffHeight, bcWeldFlushstiffLength,endplate_type) + + + col_web_connectivity.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(col_web_connectivity, 'get_models'): + self._register_shapes(col_web_connectivity.get_models()) + + return col_web_connectivity + + + + def createCCCoverPlateCAD(self): + + if self.connection == KEY_DISP_COLUMNCOVERPLATE: + C = self.module_object + columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 + # column = ISection(B=206.4, T=17.3, D=215.8, t=10, R1=15, R2=75, alpha=94, length=1000, notchObj=None) + # flangePlate = Plate(L=240, W=203.6, T=10) + # innerFlangePlate = Plate(L=240, W=85, T=10) + # webPlate = Plate(L=600, W=120, T=8) + # gap = 10 + column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), + D=float(C.section.depth), t=float(C.section.web_thickness), + R1=float(C.section.root_radius), + R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, + notchObj=None) + flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), + T=float(C.flange_plate.thickness_provided)) + innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), + T=float(C.flange_plate.thickness_provided)) + webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), + T=float(C.web_plate.thickness_provided)) + + bolt_d = float(C.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + if C.preference != 'Outside': + nut_space = 2 * flangePlate.T + column.T + nut_spaceW = 2 * webPlate.T + column.t + else: + nut_space = flangePlate.T + column.T + nut_spaceW = 2*webPlate.T + column.t + + numOfboltsF = C.flange_plate.bolts_required + numOfboltsW = C.web_plate.bolts_required + + nut_bolt_array_AF = CCSpliceNutBolt_AF(C, nut, bolt, numOfboltsF, nut_space) + nut_bolt_array_BF = CCSpliceNutBolt_BF(C, nut, bolt, numOfboltsF, nut_space) + nut_bolt_array_Web = CCSpliceNutBolt_Web(C, nut, bolt, numOfboltsW, nut_spaceW) + + ccCoverPlateCAD = CCSpliceCoverPlateBoltedCAD(C, column, flangePlate, innerFlangePlate, webPlate, + nut_bolt_array_AF, nut_bolt_array_BF, + nut_bolt_array_Web) + + ccCoverPlateCAD.create_3DModel() + + + elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + + C = self.module_object + columnLenght = (max(float(C.flange_plate.length), float(C.web_plate.length)) + 600) / 2 + column = ISection(B=float(C.section.flange_width), T=float(C.section.flange_thickness), + D=float(C.section.depth), t=float(C.section.web_thickness), + R1=float(C.section.root_radius), + R2=float(C.section.toe_radius), alpha=float(C.section.flange_slope), length=columnLenght, + notchObj=None) + flangePlate = Plate(L=float(C.flange_plate.length), W=float(C.flange_plate.height), + T=float(C.flange_plate.thickness_provided)) + innerFlangePlate = Plate(L=float(C.flange_plate.Innerlength), W=float(C.flange_plate.Innerheight), + T=float(C.flange_plate.thickness_provided)) + webPlate = Plate(L=float(C.web_plate.length), W=float(C.web_plate.height), + T=float(C.web_plate.thickness_provided)) + + flangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.L) + flangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), L=flangePlate.W) + + innerflangePlateWeldL = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), + L=innerFlangePlate.L) + innerflangePlateWeldW = FilletWeld(h=float(C.flange_weld.size), b=float(C.flange_weld.size), + L=innerFlangePlate.W) + + webPlateWeldL = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.L) + webPlateWeldW = FilletWeld(h=float(C.web_weld.size), b=float(C.web_weld.size), L=webPlate.W) + + ccCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(C, column, flangePlate, innerFlangePlate, webPlate, + flangePlateWeldL, flangePlateWeldW, + innerflangePlateWeldL, + innerflangePlateWeldW, webPlateWeldL, webPlateWeldW) + + ccCoverPlateCAD.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(ccCoverPlateCAD, 'get_models'): + self._register_shapes(ccCoverPlateCAD.get_models()) + + return ccCoverPlateCAD + + def createCCEndPlateCAD(self): + CEP = self.module_object + + bolt_d = float(CEP.bolt_diam_provided) # Bolt diameter (shank part), entered by user + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) + if CEP.weld_size <= 16: + stiffener = StiffenerPlate(L=CEP.stiff_wt, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, + L12=CEP.stiff_ht / 2, R21=10, R22=10) + weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) + weld_stiff_v = FilletWeld(b= CEP.weld_size, h= CEP.weld_size, L=stiffener.W - stiffener.R21) + else: + stiffener = StiffenerPlate(L=CEP.stiff_wt - CEP.t_s, W=CEP.stiff_ht, T=CEP.t_s, L11=CEP.stiff_wt / 2, + L12=CEP.stiff_ht / 2, R21=10, R22=10) + weld_stiff_h = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.L - stiffener.R22) + weld_stiff_v = GrooveWeld(b=stiffener.T, h= stiffener.T, L=stiffener.W - stiffener.R21) + + column = ISection(B=float(CEP.section.flange_width), T=float(CEP.section.flange_thickness), + D=float(CEP.section.depth), t=float(CEP.section.web_thickness), + R1=float(CEP.section.root_radius), R2=float(CEP.section.toe_radius), + alpha=float(CEP.section.flange_slope), length=1000, notchObj=None) + endPlate = Plate(L=float(CEP.plate_height), W=float(CEP.plate_width), T=float(CEP.plate_thickness_provided)) + flangeWeld = GrooveWeld(b=column.T, h=float(10.0), L=column.B) + webWeld = GrooveWeld(b=column.t, h=flangeWeld.h, L=column.D - 2 * column.T) + + # bolt = Bolt(R=14, T=10, H=13, r=8) + # nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r) + nut_space = 2 * endPlate.T + nut.T # member.T + plate.T + nut.T + + nut_bolt_array = CEPNutBoltArray(CEP, column, nut, bolt, nut_space) + + ccEndPlateCad = CCEndPlateCAD(CEP, column, endPlate, flangeWeld, webWeld, nut_bolt_array, stiffener, weld_stiff_h, weld_stiff_v) + + ccEndPlateCad.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(ccEndPlateCad, 'get_models'): + self._register_shapes(ccEndPlateCad.get_models()) + + return ccEndPlateCad + + def createBasePlateCAD(self): + """ + :return: The calculated values/parameters to create 3D CAD model of individual components. + """ + + BP = self.module_object + + if BP.connectivity == 'Hollow/Tubular Column Base': + if BP.dp_column_designation[1:4] == 'SHS' or BP.dp_column_designation[1:4] == 'RHS': + sec = RectHollow(L=float(BP.column_bf), W=float(BP.column_D), H=1000, T=float(BP.column_tf)) + + BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 + weld_sec = RectHollow(L=sec.L, W=sec.W, H=float(BP.weld_size_stiffener), T=sec.T) + stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_along_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T= BP.stiffener_plt_thk, + L11= BP.stiffener_plt_len_along_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + stiff_alg_b = StiffenerPlate(L= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, + L11= BP.stiffener_plt_len_along_B - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + + weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) + weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) + weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) + weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) + + + else: #self.BP.dp_column_designation[1:4] == 'CHS': + sec = CircularHollow(r=float(BP.column_D)/ 2, T=float(BP.column_tf), H=1500) + + BP.weld_size_stiffener = max(sec.T, BP.stiffener_plt_thk)/2 + + weld_sec = CircularHollow(r=sec.r, T=sec.T, H=float(BP.weld_size_stiffener)) + stiff_alg_l = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, + L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + stiff_alg_b = StiffenerPlate(L=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener, W=BP.stiffener_plt_height, T=BP.stiffener_plt_thk, + L11=BP.stiffener_plt_len_across_D - BP.weld_size_stiffener - 50, L12=BP.stiffener_plt_height - 100, R21=15, R22=15) + + weld_stiff_l_v = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.W - stiff_alg_l.R22) + weld_stiff_l_h = GrooveWeld(b=stiff_alg_l.T, h=BP.weld_size_stiffener, L=stiff_alg_l.L - stiff_alg_l.R22) + weld_stiff_b_v = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.W - stiff_alg_b.R22) + weld_stiff_b_h = GrooveWeld(b=stiff_alg_b.T, h=BP.weld_size_stiffener, L=stiff_alg_b.L - stiff_alg_b.R22) + + baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) + + bolt_d = float(BP.anchor_dia_outside_flange) + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_HT = nut_T + + ex_length_out = BP.anchor_len_above_footing_out + if BP.anchor_type == 'IS 5624-Type A': + bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, + r=float(BP.anchor_dia_outside_flange) / 2, + ex=ex_length_out) + elif BP.anchor_type == 'IS 5624-Type B': + bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, + ex=ex_length_out) + else: # BP.anchor_type == 'End Plate Type': + bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out*1.5, + ex=ex_length_out) + + bolt_in = bolt + + nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) + nut_in = nut + washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) + washer_in = washer + nutSpace = bolt.c + baseplate.T + bolthight = washer.T + nut.T + 50 + + concrete = Plate(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=bolt.l * 1.2) + grout = Grout(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=50) + + if BP.shear_key_along_ColDepth == 'Yes': + shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) + else: + shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) + + if BP.shear_key_along_ColWidth == 'Yes': + shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) + else: + shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) + + nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) + + basePlate = HollowBasePlateCad(BP, sec, weld_sec, nut_bolt_array, bolthight, baseplate, concrete, grout, + stiff_alg_l, stiff_alg_b, weld_stiff_l_v, weld_stiff_l_h, weld_stiff_b_v, + weld_stiff_b_h, shearkey_1, shearkey_2) + else: + column_tw = float(BP.column_tw) + column_T = float(BP.column_tf) + column_d = float(BP.column_D) + column_B = float(BP.column_bf) + column_R1 = float(BP.column_r1) + column_R2 = float(BP.column_r2) + column_alpha = 94 # Todo: connect this. Waiting for danish to give variable + column_length = 1500 + + column = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, + alpha=column_alpha, length=column_length, notchObj=None) + baseplate = Plate(L=float(BP.bp_length_provided), W=float(BP.bp_width_provided), T=float(BP.plate_thk)) + + if BP.weld_type == 'Fillet Weld': + weldAbvFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), L=column.B) + weldBelwFlang = FilletWeld(b=float(BP.weld_size_flange), h=float(BP.weld_size_flange), + L=(column.B - column.t - 2 * (column.R1 + column.R2)) / 2) + weldSideWeb = FilletWeld(b=float(BP.weld_size_web), h=float(BP.weld_size_web), + L=column.D - 2 * (column.t + column.R1)) + else: + BP.weld_size_flange = max(column.T/2, column.t/2) + BP.weld_size_web = BP.weld_size_flange + weldAbvFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) + weldBelwFlang = GrooveWeld(b= column.T, h=float(BP.weld_size_flange), L=column.B) + weldSideWeb = GrooveWeld(b=column.t, h=float(BP.weld_size_web), L=column.D) + + + BP.weld_size_stiffener = max(BP.stiffener_plt_thick_along_web, BP.stiffener_plt_thick_across_web, column.T) / 2 + stiffener = StiffenerPlate(L=float(BP.stiffener_plt_len_along_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_along_web), + T=float(BP.stiffener_plt_thick_along_web), + L11=float(BP.stiffener_plt_len_along_web - 50), L12=float(BP.stiffener_plt_height_along_web - 100), R21=15, R22=15) + + concrete = Plate(L=baseplate.L * 2, W=baseplate.W * 2, T=float(BP.anchor_len_below_footing_out) * 1.5) + grout = Grout(L=concrete.L, W=concrete.W, T=50) + + stiffener_acrsWeb = StiffenerPlate(L=float(BP.stiffener_plt_len_across_web) - float(BP.weld_size_stiffener), W=float(BP.stiffener_plt_height_across_web), T=float(BP.stiffener_plt_thick_across_web), + L11=float(BP.stiffener_plt_len_across_web) - 50, L12=float(BP.stiffener_plt_height_across_web) - 100, + R21=15, R22=15) # todo: add L21 and L22 as max(15, weldsize + 3) + + stiffener_algflangeL = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T=BP.stiffener_plt_thick_along_flange, + t_f=column.T, L_h=50, L_v=100, to_left=True) + stiffener_algflangeR = Stiffener_flange(H=float(BP.stiffener_plt_height_along_flange), L=BP.stiffener_plt_len_along_flange - float(BP.weld_size_stiffener), T= BP.stiffener_plt_thick_along_flange, + t_f=column.T, L_h=50, L_v=100, to_left=False) + stiffener_algflange_tapperLength = (stiffener_algflangeR.T - column.T) * 5 + + stiffener_insideflange = StiffenerPlate(L= (column.D - 2*column.T - 2 * float(BP.weld_size_stiffener)), W= (column.B- column.t - 2*column.R1 - 2 * 5)/2, T =12, R21 = column.R1 + 5, R22= column.R1 + 5, L21 = column.R1 + 5, L22= column.R1 + 5) # self.extraspace=5 + + + weld_stiffener_algflng_v = GrooveWeld(b=column.T, h=float(BP.weld_size_stiffener), L=stiffener_algflangeL.H) + weld_stiffener_algflng_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), + L=stiffener_algflangeL.L) # Todo: create another weld for inner side of the stiffener + weld_stiffener_algflag_gh = GrooveWeld(b=stiffener_algflangeR.T, h=float(BP.weld_size_stiffener), + L=stiffener_algflangeL.L - stiffener_algflange_tapperLength) + + weld_stiffener_acrsWeb_v = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), + L=stiffener_acrsWeb.W - stiffener_acrsWeb.R22) + weld_stiffener_acrsWeb_h = FilletWeld(b=10, h=10, L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) + weld_stiffener_acrsWeb_gh = GrooveWeld(b=stiffener_acrsWeb.T, h=float(BP.weld_size_stiffener), + L=stiffener_acrsWeb.L - stiffener_acrsWeb.R22) + + # gussetweld = GrooveWeld(b=gusset.T, h=float(BP.weld_size_stiffener), L=gusset.L) + weld_stiffener_alongWeb_h = FilletWeld(b=float(BP.weld_size_stiffener), h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) + weld_stiffener_alongWeb_v = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.W - stiffener.R22) + weld_stiffener_alongWeb_gh = GrooveWeld(b=stiffener.T, h=float(BP.weld_size_stiffener), L=stiffener.L - stiffener.R22) + + weld_stiffener_inflange = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), L=stiffener_insideflange.W - stiffener_insideflange.R22) + weld_stiffener_inflange_d = GrooveWeld(b=stiffener_insideflange.T, h=float(BP.weld_size_stiffener), + L=stiffener_insideflange.L - stiffener_insideflange.R22 - 2 * weld_stiffener_inflange.h) + + if BP.load_axial_tension > 0: + BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_in + BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_in + BP.anchor_dia_inside_flange = BP.anchor_dia_inside_flange + BP.plate_washer_dim_in = BP.plate_washer_dim_in + BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_in + BP.plate_washer_thk_in = BP.plate_washer_thk_in + else: + BP.anchor_len_above_footing_in = BP.anchor_len_above_footing_out + BP.anchor_len_below_footing_in = BP.anchor_len_below_footing_out + BP.anchor_dia_inside_flange = BP.anchor_dia_outside_flange + BP.plate_washer_dim_in = BP.plate_washer_dim_out + BP.plate_washer_inner_dia_in = BP.plate_washer_inner_dia_out + BP.plate_washer_thk_in = BP.plate_washer_thk_out + + bolt_d = float(BP.anchor_dia_outside_flange) + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_HT = nut_T + + bolt_d_in = float(BP.anchor_dia_inside_flange) + bolt_r_in = bolt_d_in / 2 # Bolt radius (Shank part) + bolt_R_in = self.boltHeadDia_Calculation(bolt_d_in) / 2 # Bolt head diameter (Hexagon) + # bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + nut_T_in = self.nutThick_Calculation(bolt_d_in) # Nut thickness, usually nut thickness = nut height + nut_HT_in = nut_T_in + + ex_length_out = BP.anchor_len_above_footing_out + ex_length_in = BP.anchor_len_above_footing_in + if BP.anchor_type == 'IS 5624-Type A': + bolt = AnchorBolt_A(l=float(BP.anchor_len_below_footing_out), c=125, a=75, r=float(BP.anchor_dia_outside_flange) / 2, + ex=ex_length_out) + bolt_in = AnchorBolt_A(l=float(BP.anchor_len_below_footing_in), c=125, a=75, r=float(BP.anchor_dia_inside_flange) / 2, + ex=ex_length_in) + elif BP.anchor_type == 'IS 5624-Type B': + bolt = AnchorBolt_B(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, ex=ex_length_out) + bolt_in = AnchorBolt_B(l=float(BP.anchor_len_below_footing_in), r=float(BP.anchor_dia_inside_flange) / 2, + ex=ex_length_in) + else: #BP.anchor_type == 'End Plate Type': + bolt = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_out), r=float(BP.anchor_dia_outside_flange) / 2, a= BP.plate_washer_dim_out * 1.5, + ex=ex_length_out) + bolt_in = AnchorBolt_Endplate(l=float(BP.anchor_len_below_footing_in), + r=float(BP.anchor_dia_inside_flange) / 2, a= BP.plate_washer_inner_dia_in * 1.5, + ex=ex_length_in) + + nut = Nut(R=bolt_R, T=nut_T, H=nut_HT, innerR1=bolt_r) + nut_in = Nut(R=bolt_R_in, T=nut_T_in, H=nut_HT_in, innerR1=bolt_r_in) + washer = Washer(a=BP.plate_washer_dim_out , d=BP.plate_washer_inner_dia_out , t=BP.plate_washer_thk_out) + washer_in = Washer(a=BP.plate_washer_dim_in, d=BP.plate_washer_inner_dia_in, t=BP.plate_washer_thk_out) + nutSpace = bolt.c + baseplate.T + bolthight = washer.T + nut.T + 50 + + if BP.shear_key_along_ColDepth == 'Yes': + shearkey_1 = Plate(L=float(BP.shear_key_len_ColDepth), W=float(BP.shear_key_thk), T=float(BP.shear_key_depth_ColDepth)) + else: + shearkey_1 = Plate(L=float(0), W=float(0), T=float(0)) + + if BP.shear_key_along_ColWidth == 'Yes': + shearkey_2 = Plate(L=float(BP.shear_key_thk), W=float(BP.shear_key_len_ColWidth), T=float(BP.shear_key_depth_ColWidth)) + else: + shearkey_2 = Plate(L=float(0), W=float(0), T=float(0)) + + nut_bolt_array = bpNutBoltArray(BP, nut, nut_in, bolt, bolt_in, nutSpace, washer, washer_in) + + basePlate = BasePlateCad(BP, column, nut_bolt_array, bolthight, baseplate, shearkey_1, shearkey_2, weldAbvFlang, weldBelwFlang, weldSideWeb, + concrete, stiffener, grout, weld_stiffener_alongWeb_h, weld_stiffener_alongWeb_gh, weld_stiffener_alongWeb_v, + stiffener_algflangeL, stiffener_algflangeR, stiffener_acrsWeb, weld_stiffener_algflng_v, weld_stiffener_algflng_h, weld_stiffener_algflag_gh, + weld_stiffener_acrsWeb_v, weld_stiffener_acrsWeb_h, weld_stiffener_acrsWeb_gh, stiffener_insideflange, weld_stiffener_inflange, weld_stiffener_inflange_d) + + basePlate.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(basePlate, 'get_models'): + self._register_shapes(basePlate.get_models()) + + return basePlate + + def createTensionCAD(self): + """ + :return: The calculated values/parameters to create 3D CAD model of individual components. + """ + T = self.module_object + + # Types of connections = #'Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels' + if self.connection == KEY_DISP_TENSION_BOLTED: + bolt_d = float(T.bolt.bolt_diameter_provided) # Bolt diameter (shank part), entered by user + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory + + plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), + T=float(T.plate.thickness_provided), degree=30) + intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=float(plate.T)) + + + if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': + member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), + D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), + R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), + L=float(T.length)) + if T.sec_profile == 'Channels': + nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T + + else: + nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T + + intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) + nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) + tensionCAD = TensionChannelBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) + + else: + member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), + T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), + R2=float(T.section_size_1.toe_radius)) + if T.sec_profile == 'Back to Back Angles': + nut_space = 2 * member.T + plate.T + nut.T + else: + nut_space = member.T + plate.T + nut.T + + intermittentConnection = IntermittentNutBoltPlateArray(T, nut, bolt, intermittentPlates, nut_space) + nut_bolt_array = TNutBoltArray(T, nut, bolt, nut_space) + tensionCAD = TensionAngleBoltCAD(T, member, plate, nut_bolt_array, intermittentConnection) + + else: + plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), + T=float(T.plate.thickness_provided), degree=30) + + intermittentPlates = Plate(L=float(T.inter_plate_height), W=float(T.inter_plate_length), T=plate.T) + intermittentWelds = FilletWeld(h=float(T.inter_weld_size), b=float(T.inter_weld_size), L=intermittentPlates.W) + weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) + + s = max(15, float(T.weld.size)) + plate_intercept = plate.L - s - 50 + if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': + member = Channel(B=float(T.section_size_1.flange_width), T=float(T.section_size_1.flange_thickness), + D=float(T.section_size_1.depth), t=float(T.section_size_1.web_thickness), + R1=float(T.section_size_1.root_radius), R2=float(T.section_size_1.toe_radius), + L=float(T.length)) + inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.D)) + + + tensionCAD = TensionChannelWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + + else: + member = Angle(L=float(T.length), A=float(T.section_size_1.max_leg), B=float(T.section_size_1.min_leg), + T=float(T.section_size_1.thickness), R1=float(T.section_size_1.root_radius), + R2=float(T.section_size_1.toe_radius)) + inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) + if T.loc == 'Long Leg': + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.A)) + else: # 'Short Leg' + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.B)) + + # weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) + tensionCAD = TensionAngleWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + + tensionCAD.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(tensionCAD, 'get_models'): + self._register_shapes(tensionCAD.get_models()) + + return tensionCAD + + + def createColumnInFrameCAD(self): + """ + :return: The calculated values/parameters to create 3D CAD model of individual components. + """ + + Col = self.module_object + print("COL_DESIGINATION :",Col.result_designation) + + if 'RHS' in Col.result_designation or 'SHS' in Col.result_designation: # hollow sections 'RHS and SHS' + if 'RHS' in Col.result_designation: + result = RHS(designation=Col.result_designation, material_grade=Col.material) + else: + result = SHS(designation=Col.result_designation, material_grade=Col.material) + Col.section_property = result + print(f"Parameter L (flange width): {float(Col.section_property.flange_width)}") + print(f"Parameter W (depth): {float(Col.section_property.depth)}") + print(f"Parameter H (length/height): {float(Col.length_zz)}") + print(f"Parameter T (flange thickness): {float(Col.section_property.flange_thickness)}") + sec = RectHollow(L=float(Col.section_property.flange_width), W=float(Col.section_property.depth), + H=float(Col.length_zz), T=float(Col.section_property.flange_thickness)) + col = CompressionMemberCAD(sec) + sec=sec.create_model() + col.create_3DModel() + elif 'CHS' in Col.result_designation: # CHS + result = CHS(designation=Col.result_designation, material_grade=Col.material) + Col.section_property = result + print(f"Parameter r (radius): {float(Col.section_property.depth) / 2}") + print(f"Parameter T (thickness): {float(Col.section_property.flange_thickness)}") + print(f"Parameter H (height/length): {float(Col.length_zz)}") + sec = CircularHollow(r=float(Col.section_property.depth) / 2, T=float(Col.section_property.flange_thickness), + H=float(Col.length_zz)) + col = CompressionMemberCAD(sec) + sec=sec.create_model() + col.create_3DModel() + else: # Beams and Columns (rolled sections) + try: + result = Beam(designation=Col.result_designation, material_grade=Col.material) + except: + result = Column(designation=Col.result_designation, material_grade=Col.material) + Col.section_property = result + + column_tw = float(Col.section_property.web_thickness) + print(f"column_tw (Web Thickness): {column_tw}") + + column_T = float(Col.section_property.flange_thickness) + print(f"column_T (Flange Thickness): {column_T}") + + column_d = float(Col.section_property.depth) + print(f"column_d (Depth): {column_d}") + + column_B = float(Col.section_property.flange_width) + print(f"column_B (Flange Width): {column_B}") + + column_R1 = float(Col.section_property.root_radius) + print(f"column_R1 (Root Radius): {column_R1}") + + column_R2 = float(Col.section_property.toe_radius) + print(f"column_R2 (Toe Radius): {column_R2}") + + column_alpha = 94 # Todo: connect this. Waiting for danish to give variable + column_length = float(Col.length_zz) + + sec = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, + alpha=column_alpha, length=column_length, notchObj=None) + col = CompressionMemberCAD(sec) + sec=sec.create_model() + + col.create_3DModel() + + # Register shape with memory manager to prevent premature GC + self._register_shapes(sec) + + return sec + + + def createBoltedLapJoint(self): + + Conn = self.module_object + print("THIS IS CONN") + print(Conn) + for attr in dir(Conn): + if not callable(getattr(Conn, attr)) and not attr.startswith("__"): + print(f"{attr}: {getattr(Conn, attr)}") + + print(f"Plate 1 Thickness: {float(Conn.plate1thk)}") + print(f"Plate 2 Thickness: {float(Conn.plate2thk)}") + print(f"Plate Width: {float(Conn.width)}") + print(f"Bolt Diameter: {Conn.bolt.bolt_diameter_provided}") + print(f"Actual Overlap Length: {Conn.len_conn}") + print(f"Bolt Columns: {Conn.cols}") + print(f"Bolt Rows: {Conn.rows}") + print(f"Number of Bolts: {Conn.number_bolts}") + print(f"Pitch: {Conn.final_pitch}") + print(f"Gauge: {Conn.final_gauge}") + print(f"Edge Distance: {Conn.final_edge_dist}") + print(f"End Distance: {Conn.final_end_dist}") + + lap_joint, plate1, plate2, bolts, nuts = create_bolted_lap_joint(plate1_thickness = float(Conn.plate1thk), plate2_thickness = float(Conn.plate2thk), plate_width = float(Conn.width), bolt_dia = Conn.bolt.bolt_diameter_provided, + actual_overlap_length=Conn.len_conn,bolt_cols=Conn.cols,bolt_rows=Conn.rows, number_bolts=Conn.number_bolts, + pitch=Conn.final_pitch,gauge=Conn.final_gauge, + edge=Conn.final_edge_dist,end=Conn.final_end_dist) + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(lap_joint, plate1, plate2, bolts, nuts) + + return lap_joint, plate1, plate2, bolts, nuts + + + def createWeldedLapJoint(self): + Conn = self.module_object + + plate1_thickness = float(Conn.plate1.thickness[0]) + plate2_thickness = float(Conn.plate2.thickness[0]) + plate_width = float(Conn.width) + overlap_length = float(Conn.connection_length) + weld_size = float(Conn.weld_size) + + print(f"DEBUG: createWeldedLapJoint called with: t1={plate1_thickness}, t2={plate2_thickness}, w={plate_width}, l={overlap_length}, s={weld_size}") + + lap_joint, plate1, plate2, welds = create_welded_lap_joint(plate1_thickness, plate2_thickness, plate_width, overlap_length, weld_size) + print(f"DEBUG: create_welded_lap_joint returned: {lap_joint}, {plate1}, {plate2}, {welds}") + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(lap_joint, plate1, plate2, welds) + + return lap_joint, plate1, plate2, welds + + + def createPlateGirderCAD(self): + """ + Create the 3D CAD model for a welded plate girder. + Extracts parameters from the PlateGirderWelded module object. + """ + Conn = self.module_object + + print("DEBUG: createPlateGirderCAD called") + print(f"DEBUG: Module object type: {type(Conn).__name__}") + + # Extract parameters from the PlateGirderWelded object + D = float(getattr(Conn, 'total_depth', 750)) + tw = float(getattr(Conn, 'web_thickness', 14)) + length = float(getattr(Conn, 'length', 15000)) + T_ft = float(getattr(Conn, 'top_flange_thickness', 20)) + T_fb = float(getattr(Conn, 'bottom_flange_thickness', 20)) + B_ft = float(getattr(Conn, 'top_flange_width', 400)) + B_fb = float(getattr(Conn, 'bottom_flange_width', 400)) + + # Stiffener parameters + # Stiffener Logic + include_intermediate_stiffeners = True + stiffener_spacing_val = getattr(Conn, 'c', 'N/A') + + # Check if stiffener spacing is valid + if stiffener_spacing_val in ['NA', 'N/A', None, '', '0'] or isinstance(stiffener_spacing_val, str) and not stiffener_spacing_val.replace('.', '', 1).isdigit(): + include_intermediate_stiffeners = False + stiffener_spacing = 750.0 # Default for creating the spacing if needed (though skipped) + else: + try: + stiffener_spacing = float(stiffener_spacing_val) + if stiffener_spacing <= 0: + include_intermediate_stiffeners = False + except (ValueError, TypeError): + include_intermediate_stiffeners = False + stiffener_spacing = 750.0 + + # T_is extraction with fallback + T_is_val = getattr(Conn, 'intstiffener_thk', None) + if T_is_val is None or str(T_is_val) == 'N/A': + T_is_val = getattr(Conn, 'IntStiffThickness', 15) + + try: + T_is = float(T_is_val) + except (ValueError, TypeError): + T_is = 15.0 + + + # Handle NA values for spacing (Legacy check, can rely on above) + if isinstance(stiffener_spacing, str): + stiffener_spacing = 750 + + print(f"DEBUG: Plate Girder Parameters:") + print(f" D={D}, tw={tw}, length={length}") + print(f" T_ft={T_ft}, T_fb={T_fb}, B_ft={B_ft}, B_fb={B_fb}") + print(f" stiffener_spacing={stiffener_spacing}, T_is={T_is}") + print(f" include_intermediate_stiffeners={include_intermediate_stiffeners}") + + + # Horizontal plate / Longitudinal Stiffener parameters + include_horizontal_plate = False + T_hp = 15.0 + horizontal_plate_offset_ratio = 0.2 + + try: + # Check number of longitudinal stiffeners + # Handle both numeric values (0, 1, 2) and string "Not Required" + num_long_stiff = getattr(Conn, 'longstiffener_no', 0) + + # Convert to number for comparison, treating "Not Required" and similar strings as 0 + if num_long_stiff is None or str(num_long_stiff).strip() in ['', 'Not Required', 'N/A', '0']: + num_long_stiff_val = 0 + else: + try: + num_long_stiff_val = float(num_long_stiff) + except (ValueError, TypeError): + num_long_stiff_val = 0 + + if num_long_stiff_val > 0: + include_horizontal_plate = True + + # Get thickness + thk_val = getattr(Conn, 'longstiffener_thk', 15) + if thk_val is not None and str(thk_val).strip() not in ['', 'Not Required', 'N/A']: + try: + T_hp = float(thk_val) + except (ValueError, TypeError): + T_hp = 15.0 + + # Get position/offset + pos_val = getattr(Conn, 'x1', 0) + if pos_val is not None and str(pos_val).strip() not in ['', 'Not Required', 'N/A']: + try: + # x1 is distance from compression flange (top) + horizontal_plate_offset_ratio = float(pos_val) / D + except (ValueError, TypeError): + horizontal_plate_offset_ratio = 0.2 + except Exception as e: + print(f"Error extracting horizontal plate params: {e}") + include_horizontal_plate = False + + # DEBUG: Print horizontal plate status + print(f"DEBUG CAD: include_horizontal_plate={include_horizontal_plate}, num_long_stiff_val={num_long_stiff_val if 'num_long_stiff_val' in dir() else 'not set'}") + + # End Stiffeners + include_end_stiffeners = False + T_es = 15.0 + try: + val = getattr(Conn, 'end_panel_stiffener_thickness', 'N/A') + + # Logic: + # If Valid > 0: Include. + # If '0' or 'Not Required': Exclude. + # If 'N/A': Include (Thick Web case / Default Bearing Stiffeners). + + if val is not None: + val_str = str(val).strip() + if val_str in ['0', 'Not Required', 'False']: + include_end_stiffeners = False + elif val_str in ['N/A', '', 'None']: + # Fallback for Thick Web - End/Bearing stiffeners are usually required. + # We assume presence unless explicitly disabled. + include_end_stiffeners = True + T_es = 15.0 + else: + # Valid number + try: + T_es = float(val) + if T_es > 0: + include_end_stiffeners = True + else: + include_end_stiffeners = False + except ValueError: + # Non-numeric string (other than N/A checked above) - assume True with default + include_end_stiffeners = True + T_es = 15.0 + else: + # None value - assume True with default + include_end_stiffeners = True + T_es = 15.0 + + except Exception as e: + print(f"Error extracting end stiffener params: {e}") + include_end_stiffeners = True # Default to True on error + T_es = 15.0 + + # Create the plate girder model + components = create_plate_girder( + D=D, + tw=tw, + length=length, + T_ft=T_ft, + T_fb=T_fb, + B_ft=B_ft, + B_fb=B_fb, + stiffener_spacing=stiffener_spacing, + T_is=T_is, + chamfer_length=30, + weld_size=15, + include_horizontal_plate=include_horizontal_plate, + horizontal_plate_offset_ratio=horizontal_plate_offset_ratio, + T_hp=T_hp, + include_end_stiffeners=include_end_stiffeners, + T_es=T_es, + include_intermediate_stiffeners=include_intermediate_stiffeners + ) + + + + # --- Create Supports --- + triangle_supp = None + cyl_supp = None + # support_knot = None # Removed as per user request + + # Calculate Total Depth for Support Height Logic + column_d = D + + z_contact = -(D/2 + T_fb) + x_start = 0.0 # Centered along X (Web is at X=0) + + # Support Width (Extending across flange width) + support_width = max(B_ft, B_fb) + + # Determine Support Dimensions + # Constraint: Base/Dia = min(10% Length, 75% Depth) + limit_depth = 0.75 * column_d + target_length = 0.10 * length + + base_dim = min(target_length, limit_depth) + + # Support Heights + # Triangular Support Height: h_supp = Base / 1.5 (Aspect Ratio 1.5:1) + h_supp = base_dim / 1.5 + + # 2. Cylindrical Support at End (Right) - Roller + # Diameter = h_supp (Equal to Triangle Height) + r_cyl = h_supp / 2.0 + + # Shift cylinder center inwards by radius so it doesn't stick out + y_cyl = length - r_cyl + z_cyl_center = z_contact - r_cyl # Below beam + + pt_cyl = gp_Pnt(-support_width/2.0, y_cyl, z_cyl_center) + axis_cyl = gp_Ax2(pt_cyl, gp_Dir(1, 0, 0)) + cyl_supp = BRepPrimAPI_MakeCylinder(axis_cyl, r_cyl, support_width).Shape() + + + # 1. Triangular Support at Start (Left) - Fixed/Pinned + # Base = base_dim + # Height = h_supp (calculated above) + w_supp = base_dim / 2.0 # Half-base + + # Position Apex at Y = w_supp (so start of base is at Y=0) + y_apex = w_supp + + # Apex touches Beam Bottom (z_contact) directly (No knot) + z_apex = z_contact + + # Triangle Prism Profile (in Y-Z plane) + # Apex at (y_apex, z_apex) + # Base at z_apex - h_supp, from y_apex - w_supp to y_apex + w_supp + + x_face = -support_width/2.0 + + p1 = gp_Pnt(x_face, y_apex, z_apex) # Apex (touching beam) + p2 = gp_Pnt(x_face, y_apex - w_supp, z_apex - h_supp) # Base point 1 + p3 = gp_Pnt(x_face, y_apex + w_supp, z_apex - h_supp) # Base point 2 + + edge1 = BRepBuilderAPI_MakeEdge(p1, p2).Edge() + edge2 = BRepBuilderAPI_MakeEdge(p2, p3).Edge() + edge3 = BRepBuilderAPI_MakeEdge(p3, p1).Edge() + + wire_maker = BRepBuilderAPI_MakeWire() + wire_maker.Add(edge1) + wire_maker.Add(edge2) + wire_maker.Add(edge3) + wire = wire_maker.Wire() + + face = BRepBuilderAPI_MakeFace(wire).Face() + vec = gp_Vec(support_width, 0, 0) # Extrude along X + triangle_supp = BRepPrimAPI_MakePrism(face, vec).Shape() + + # Add to components + components['support_tri'] = triangle_supp + components['support_cyl'] = cyl_supp + # components['support_knot'] = support_knot + + # Store components for display_3DModel + self.plate_girder_components = components + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(components) + + return components + + + def createButtJointBoltedCAD(self): + + # Get input values from the design object (i.e., instance of ButtJointBolted) + Col = self.module_object + + # Extract parameters from the ButtJointBolted object + self.plate1_thickness = float(Col.plate1.thickness[0]) + self.plate2_thickness = float(Col.plate2.thickness[0]) + self.cover_thickness = float(Col.calculated_cover_plate_thickness) + self.plate_width = float(Col.width) + self.bolt_dia = float(Col.bolt.bolt_diameter_provided) + self.bolt_rows = int(Col.cols) + self.bolt_cols = int(Col.rows) + self.pitch = float(Col.final_pitch) + self.gauge = float(Col.final_gauge) + self.edge = float(Col.final_edge_dist) + self.end = float(Col.final_end_dist) + self.number_bolts = int(Col.number_bolts) + + # Cover plate type extraction + self.cover_type = "Single-Cover" + cp_input = str(Col.cover_plate_type) if hasattr(Col, 'cover_plate_type') else "Single Cover Plate" + if "Double" in cp_input or "double" in cp_input: + self.cover_type = "Double-Cover" + + butt_joint, plate1, plate2, platec, platec2, bolts, nuts, packing1, packing2 = create_bolted_butt_joint( + self.plate1_thickness, self.plate2_thickness, self.cover_thickness, self.plate_width, self.bolt_dia, + self.bolt_rows, self.bolt_cols, self.pitch, self.gauge, self.edge, self.end, self.number_bolts, + cover_type=self.cover_type) + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(butt_joint, plate1, plate2, platec, platec2, bolts, nuts, packing1, packing2) + + return butt_joint, plate1, plate2, platec, platec2, bolts, nuts, packing1, packing2 + + + def createButtJointWeldedCAD(self): + # Get input values from the design object + Col = self.module_object + + # Extract parameters + self.plate1_thickness = float(Col.plate1.thickness[0]) + self.plate2_thickness = float(Col.plate2.thickness[0]) + + # Cover plate type extraction with defaults + self.cover_type = "Single-Cover" + cp_input = str(Col.cover_plate_type) if hasattr(Col, 'cover_plate_type') else "Single Cover Plate" + print(f"DEBUG: cover_plate_type from design object: '{cp_input}' (hasattr: {hasattr(Col, 'cover_plate_type')})") + if "Double" in cp_input or "double" in cp_input: + self.cover_type = "Double-Cover" + else: + self.cover_type = "Single-Cover" + print(f"DEBUG: Final cover_type: '{self.cover_type}'") + + self.cover_thickness = float(Col.calculated_cover_plate_thickness) + self.plate_width = float(Col.width) + # weld.size can be a list or scalar, handle both + weld_size_val = Col.weld.size + if isinstance(weld_size_val, list): + self.weld_size = float(weld_size_val[0]) + else: + self.weld_size = float(weld_size_val) + + # Call the standalone CAD generator + # Call the standalone CAD generator + print("CreateButtJointWeldedCAD: Parameters:") + print(f"Plate1 Thk: {self.plate1_thickness} (type: {type(self.plate1_thickness)})") + print(f"Plate2 Thk: {self.plate2_thickness} (type: {type(self.plate2_thickness)})") + print(f"Cover Thk: {self.cover_thickness} (type: {type(self.cover_thickness)})") + print(f"Width: {self.plate_width} (type: {type(self.plate_width)})") + print(f"Weld Size: {self.weld_size} (type: {type(self.weld_size)})") + print(f"Cover Type: {self.cover_type} (type: {type(self.cover_type)})") + + try: + assembly, plate1, plate2, platec, platec2, welds, packing1, packing2 = create_welded_butt_joint( + plate1_thickness=self.plate1_thickness, + plate2_thickness=self.plate2_thickness, + cover_thickness=self.cover_thickness, + plate_width=self.plate_width, + weld_size=self.weld_size, # Use calculated weld size from design + cover_type=self.cover_type + ) + except Exception as e: + print(f"ERROR in createButtJointWeldedCAD: {e}") + import traceback + traceback.print_exc() + return None, None, None, None, None, [], None, None + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(assembly, plate1, plate2, platec, platec2, welds, packing1, packing2) + + return assembly, plate1, plate2, platec, platec2, welds, packing1, packing2 + + + def createSimplySupportedBeam(self): + + Flex = self.module_object + + print(f"Flex.support {Flex.support}") + + Flex.section_property = Flex.section_connect_database(Flex.result_designation) + column_tw = float(Flex.section_property.web_thickness) + print(f"Flex.section_property.web_thickness : {Flex.section_property.web_thickness}") + column_T = float(Flex.section_property.flange_thickness) + print(f"Flex.section_property.flange_thickness : {Flex.section_property.flange_thickness}") + column_d = float(Flex.section_property.depth) + print(f"Flex.section_property.depth : {Flex.section_property.depth}") + column_B = float(Flex.section_property.flange_width) + print(f"Flex.section_property.flange_width : {Flex.section_property.flange_width}") + column_R1 = float(Flex.section_property.root_radius) + print(f"Flex.section_property.root_radius : {Flex.section_property.root_radius}") + column_R2 = float(Flex.section_property.toe_radius) + print(f"Flex.section_property.toe_radius : {Flex.section_property.toe_radius}") + column_alpha = 94 # Todo: connect this. Waiting for danish to give variable + column_length = float(Flex.result_eff_len) + + sec = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, + alpha=column_alpha, length=column_length, notchObj=None) + _place=sec.place(numpy.array([0.,0.,0.]),numpy.array([1.,0.,0.]),numpy.array([0.,1.,0.])) + col = CompressionMemberCAD(sec) + + beam_model = sec.create_model() + col.create_Flex3DModel() + + # --- Create Supports --- + triangle_supp = None + cyl_supp = None + support_block = None + hatching_lines = None + support_knot = None + + if Flex.support == 'Simply Supported': + # Dimensions + x_start = -column_B / 2.0 + # Set contact level to the Bottom Flange + z_contact = -column_d / 2.0 + + # Determine Support Dimensions + # Constraint: Base/Dia = min(10% Length, 75% Depth) + limit_depth = 0.75 * column_d + target_length = 0.10 * column_length + + base_dim = min(target_length, limit_depth) + + # Support Heights + # Triangular Support Height: h_supp = Base / 1.5 (Aspect Ratio 1.5:1) + h_supp = base_dim / 1.5 + + # 2. Cylindrical Support at End (Right) - Roller + # Diameter = h_supp (Equal to Triangle Height) + r_cyl = h_supp / 2.0 + + # Shift cylinder center inwards by radius so it doesn't stick out + y_cyl = column_length - r_cyl + z_cyl_center = z_contact - r_cyl # Below beam + + pt_cyl = gp_Pnt(x_start, y_cyl, z_cyl_center) + axis_cyl = gp_Ax2(pt_cyl, gp_Dir(1, 0, 0)) + + cyl_supp = BRepPrimAPI_MakeCylinder(axis_cyl, r_cyl, column_B).Shape() + + # 1. Triangular Support at Start (Left) - Fixed/Pinned + # Base = base_dim + # Height = h_supp (calculated above) + w_supp = base_dim / 2.0 # Half-base + + # Position Apex at Y = w_supp (so start of base is at Y=0) + y_apex = w_supp + + # Apex touches Beam Bottom (z_contact) directly (No knot) + z_apex = z_contact + + p1 = gp_Pnt(x_start, y_apex, z_apex) # Apex (touching beam) + p2 = gp_Pnt(x_start, y_apex - w_supp, z_apex - h_supp) # Base point 1 + p3 = gp_Pnt(x_start, y_apex + w_supp, z_apex - h_supp) # Base point 2 + + edge1 = BRepBuilderAPI_MakeEdge(p1, p2).Edge() + edge2 = BRepBuilderAPI_MakeEdge(p2, p3).Edge() + edge3 = BRepBuilderAPI_MakeEdge(p3, p1).Edge() + + wire_maker = BRepBuilderAPI_MakeWire() + wire_maker.Add(edge1) + wire_maker.Add(edge2) + wire_maker.Add(edge3) + wire = wire_maker.Wire() + + face = BRepBuilderAPI_MakeFace(wire).Face() + vec = gp_Vec(column_B, 0, 0) + triangle_supp = BRepPrimAPI_MakePrism(face, vec).Shape() + + elif Flex.support == 'Cantilever': + # Create Support Block (Fixed Support) + # Dimensions: Large block extending around the beam start + # Resized to be standard (wall-like) + # Make block Square (Height = Width) + block_dim = max(column_d, column_B) * 2.5 + block_h = block_dim + block_w = block_dim + # Thickness = Fixed 250.0 mm (User Request: Prevent scaling with length) + block_t = 250.0 + + # User Request: Default embed 100mm, or 40% if length <= 100mm + if column_length <= 100.0: + beam_embed = 0.40 * column_length + else: + beam_embed = 100.0 + + # Position: + # X: Centered [-w/2, w/2] + # Z: Centered [-h/2, h/2] (Beam is at Z=0 relative to section center) + # Y: Behind beam start [-t + embed, embed] to represent embedding/wall + + y_max = beam_embed + y_min = -(block_t - beam_embed) + + pt_min = gp_Pnt(-block_w / 2.0, y_min, -block_h / 2.0) + pt_max = gp_Pnt(block_w / 2.0, y_max, block_h / 2.0) + + + support_block = BRepPrimAPI_MakeBox(pt_min, pt_max).Shape() + + # Remove hatching as per user request + hatching_lines = None + + # Return Dictionary of Components + components = { + 'beam': beam_model, + 'support_tri': triangle_supp, + 'support_knot': support_knot, + 'support_cyl': cyl_supp, + 'support_block': support_block, + 'support_hatch': hatching_lines + } + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(components) + + return components + + + def createCantileverBeam(self): + print("DEBUG: Entering createCantileverBeam") + try: + import traceback + Flex = self.module_object + + print(f"Flex.support {Flex.support}") + + Flex.section_property = Flex.section_connect_database(Flex.result_designation) + column_tw = float(Flex.section_property.web_thickness) + print(f"Flex.section_property.web_thickness : {Flex.section_property.web_thickness}") + column_T = float(Flex.section_property.flange_thickness) + print(f"Flex.section_property.flange_thickness : {Flex.section_property.flange_thickness}") + column_d = float(Flex.section_property.depth) + print(f"Flex.section_property.depth : {Flex.section_property.depth}") + column_B = float(Flex.section_property.flange_width) + print(f"Flex.section_property.flange_width : {Flex.section_property.flange_width}") + column_R1 = float(Flex.section_property.root_radius) + print(f"Flex.section_property.root_radius : {Flex.section_property.root_radius}") + column_R2 = float(Flex.section_property.toe_radius) + print(f"Flex.section_property.toe_radius : {Flex.section_property.toe_radius}") + column_alpha = 94 # Todo: connect this. Waiting for danish to give variable + column_length = float(Flex.result_eff_len)*1000 + + # Create the beam section + sec = ISection(B=column_B, T=column_T, D=column_d, t=column_tw, R1=column_R1, R2=column_R2, + alpha=column_alpha, length=column_length, notchObj=None) + _place=sec.place(numpy.array([0.,0.,0.]),numpy.array([1.,0.,0.]),numpy.array([0.,1.,0.])) + + print("DEBUG: Creating CompressionMemberCAD...") + col = CompressionMemberCAD(sec) + + print("DEBUG: Creating beam model...") + beam_model = sec.create_model() + + print("DEBUG: Creating Flex3DModel...") + col.create_Flex3DModel() + + print("DEBUG: Beam model created successfully, now creating support block...") + + # Create Support Block (Fixed Support) + # Dimensions based on sketch: Large block extending around the beam start + # Increased size as per user request (was 2.0x, now 2.5x) + block_h = column_d * 2.5 + block_w = column_B * 2.5 + block_t = 250.0 # Total Thickness + + # User Request: Default embed 100mm, or 40% if length <= 100mm + if column_length <= 100.0: + beam_embed = 0.40 * column_length + else: + beam_embed = 100.0 + + # Position: + # X: Centered [-w/2, w/2] + # Z: Centered [-h/2, h/2] (Beam is at Z=0 relative to section center) + # Y: Behind beam start [-t + embed, embed] to represent embedding/wall + # If Beam starts at Y=0, we want block to go from -(Thickness - Embed) to +Embed + + y_max = beam_embed + y_min = -(block_t - beam_embed) + + pt_min = gp_Pnt(-block_w / 2.0, y_min, -block_h / 2.0) + pt_max = gp_Pnt(block_w / 2.0, y_max, block_h / 2.0) + + print(f"DEBUG: Creating Box with min={pt_min.Coord()}, max={pt_max.Coord()}") + support_block = BRepPrimAPI_MakeBox(pt_min, pt_max).Shape() + print("DEBUG: Support block created successfully") + + # Remove hatching as per user request + hatching_lines = None + + # Return both beam and support block + hatch as a dictionary + components = {'beam': beam_model, 'support_block': support_block, 'support_hatch': hatching_lines} + + # Register all shapes with memory manager to prevent premature GC + self._register_shapes(components) + + return components + + except Exception as e: + print("DEBUG ERROR in createCantileverBeam:") + print(e) + traceback.print_exc() + return {'beam': None, 'support_block': None} + + + def createPurlin(self): + + Flex = self.module_object + print(f"This is the module name {Flex}") + + Flex.section_property = Flex.section_connect_database(Flex.result_designation) + print(f"Flex.section_property.web_thickness : {Flex.section_property.web_thickness}") + print(f"Flex.section_property.flange_thickness : {Flex.section_property.flange_thickness}") + print(f"Flex.section_property.depth : {Flex.section_property.depth}") + print(f"Flex.section_property.flange_width : {Flex.section_property.flange_width}") + print(f"Flex.section_property.root_radius : {Flex.section_property.root_radius}") + print(f"Flex.section_property.toe_radius : {Flex.section_property.toe_radius}") + print(f"Flex.support : {Flex.support}") + print(dir(Flex.section_property)) + purlin=create_c_section(length = Flex.length*1000, + depth = Flex.section_property.depth, + flange_width = Flex.section_property.flange_width, + web_thickness = Flex.section_property.web_thickness, + flange_thickness = Flex.section_property.flange_thickness) + + # Register shape with memory manager to prevent premature GC + self._register_shapes(purlin) + + return purlin + + + def createStrutsInTrusses(self): + Col = self.module_object + Col.section_property = AngleComponent(designation = Col.result_designation, material_grade = Col.material) + if Col.sec_profile=="Angles": + + L = float(Col.length) + A = float(Col.section_property.max_leg) + B = float(Col.section_property.min_leg) + T = float(Col.section_property.thickness) + R1 = float(Col.section_property.root_radius) + R2 = float(Col.section_property.toe_radius) + print("Length (L):", L) + print("Max Leg (A):", A) + print("Min Leg (B):", B) + print("Thickness (T):", T) + print("Root Radius (R1):", R1) + print("Toe Radius (R2):", R2) + + origin = numpy.array([0.,0.,0.]) + uDir = numpy.array([1.,0.,0.]) + wDir = numpy.array([0.,1.,0.]) + + angle = Angle(L, A, B, T, R1, R2) + _place = angle.place(origin, uDir, wDir) + point = angle.computeParams() + prism = angle.create_model() + + # Register shape with memory manager to prevent premature GC + self._register_shapes(prism) + + return prism + elif Col.sec_profile=="Back to Back Angles - Same side of gusset": + + L = float(Col.length) + T = float(Col.section_property.thickness) + R1 = float(Col.section_property.root_radius) + R2 = float(Col.section_property.toe_radius) + spacing = 0.0 # Gap between angles + print("Length (L):", L) + print("Thickness (T):", T) + print("Root Radius (R1):", R1) + print("Toe Radius (R2):", R2) + + # Example dimensions for gusset plates + gusset_L = 100 # Length + gusset_H = 100 # Height + gusset_T = float(Col.plate_thickness) # Thickness + print("Gusset Thickness : ", Col.plate_thickness) + gusset_degree = 30 # Angle in degrees + + # Create and display the assembly + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([1., 0., 0.]) + wDir = numpy.array([0., 0., 1.]) + if Col.loc == "Long Leg": + B = float(Col.section_property.max_leg) + A = float(Col.section_property.min_leg) + elif Col.loc == "Short Leg": + A = float(Col.section_property.max_leg) + B = float(Col.section_property.min_leg) + print("Vertical Leg :", A) + print("Horizontal Leg :", B) + assembly = BackToBackAnglesWithGussetsSameSide(L, A, B, T, R1, R2, gusset_L, gusset_H, gusset_T, gusset_degree, spacing) + assembly.place(origin, uDir, wDir) + shape = assembly.create_model() + + # Register shape with memory manager to prevent premature GC + self._register_shapes(shape) + + return shape + + elif Col.sec_profile=="Back to Back Angles - Opposite side of gusset": + + L = float(Col.length) + T = float(Col.section_property.thickness) + R1 = float(Col.section_property.root_radius) + R2 = float(Col.section_property.toe_radius) + spacing = float(Col.plate_thickness) # Gap between angles + print("Length (L):", L) + print("Thickness (T):", T) + print("Root Radius (R1):", R1) + print("Toe Radius (R2):", R2) + + + # Example dimensions for gusset plates + gusset_L = 100 # Length + gusset_H = 100 # Height + gusset_T = float(Col.plate_thickness) # Thickness + print("Gusset Thickness : ", Col.plate_thickness) + gusset_degree = 30 # Angle in degrees + + # Create and display the assembly + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([1., 0., 0.]) + wDir = numpy.array([0., 0., 1.]) + if Col.loc == "Long Leg": + A = float(Col.section_property.max_leg) + B = float(Col.section_property.min_leg) + elif Col.loc == "Short Leg": + B = float(Col.section_property.max_leg) + A = float(Col.section_property.min_leg) + print("Vertical Leg :", A) + print("Horizontal Leg :", B) + assembly = BackToBackAnglesWithGussetsOppSide(L, A, B, T, R1, R2, gusset_L, gusset_H, gusset_T, gusset_degree, spacing) + assembly.place(origin, uDir, wDir) + shape = assembly.create_model() + + # Register shape with memory manager to prevent premature GC + self._register_shapes(shape) + + return shape + + def createStrutBoltedCAD(self): + """ + :return: The calculated values/parameters to create 3D CAD model of individual components for Strut Bolted to End Gusset. + """ + print("DEBUG: Entered createStrutBoltedCAD") + Col = self.module_object + + # Types of connections = #'Angles', 'Back to Back Angles', 'Star Angles', 'Channels', 'Back to Back Channels' + + # Extract Bolt Parameters + bolt_d = float(Col.bolt.bolt_diameter_provided) # Bolt diameter (shank part) + bolt_r = bolt_d / 2 # Bolt radius (Shank part) + bolt_T = self.boltHeadThick_Calculation(bolt_d) # Bolt head thickness + bolt_R = self.boltHeadDia_Calculation(bolt_d) / 2 # Bolt head diameter (Hexagon) + bolt_Ht = self.boltLength_Calculation(bolt_d) # Bolt head height + + bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # Call to create Bolt from Component directory + nut_T = self.nutThick_Calculation(bolt_d) # Nut thickness, usually nut thickness = nut height + nut_Ht = nut_T + nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) # Call to create Nut from Component directory + + # Extract Plate Parameters + # Assuming Col.plate has these attributes populated after design + plate_L = float(Col.plate.length) + 50 if hasattr(Col, 'plate') and hasattr(Col.plate, 'length') else 300 + plate_H = float(Col.plate.height) if hasattr(Col, 'plate') and hasattr(Col.plate, 'height') else 300 + plate_T = float(Col.plate.thickness_provided) if hasattr(Col, 'plate') and hasattr(Col.plate, 'thickness_provided') else 10 + + plate = GassetPlate(L=plate_L, H=plate_H, T=plate_T, degree=30) + + # Intermittent Connection Plates (if applicable) + inter_plate_L = float(Col.inter_plate_length) if hasattr(Col, 'inter_plate_length') else 100 + inter_plate_H = float(Col.inter_plate_height) if hasattr(Col, 'inter_plate_height') else 100 + intermittentPlates = Plate(L=inter_plate_H, W=inter_plate_L, T=plate.T) + + + if Col.sec_profile == 'Channels' or Col.sec_profile == 'Back to Back Channels': + member = Channel(B=float(Col.section_size_1.flange_width), T=float(Col.section_size_1.flange_thickness), + D=float(Col.section_size_1.depth), t=float(Col.section_size_1.web_thickness), + R1=float(Col.section_size_1.root_radius), R2=float(Col.section_size_1.toe_radius), + L=float(Col.length)) + if Col.sec_profile == 'Channels': + nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T + + else: + nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T + + intermittentConnection = IntermittentNutBoltPlateArray(Col, nut, bolt, intermittentPlates, nut_space) + nut_bolt_array = TNutBoltArray(Col, nut, bolt, nut_space) + strutCAD = StrutChannelBoltCAD(Col, member, plate, nut_bolt_array, intermittentConnection) + + else: # Angles + member = Angle(L=float(Col.length), A=float(Col.section_size_1.max_leg), B=float(Col.section_size_1.min_leg), + T=float(Col.section_size_1.thickness), R1=float(Col.section_size_1.root_radius), + R2=float(Col.section_size_1.toe_radius)) + if Col.sec_profile == 'Back to Back Angles': + nut_space = 2 * member.T + plate.T + nut.T + else: + nut_space = member.T + plate.T + nut.T + + print(f"DEBUG: Creating IntermittentNutBoltPlateArray with nut_space={nut_space}") + intermittentConnection = IntermittentNutBoltPlateArray(Col, nut, bolt, intermittentPlates, nut_space) + print("DEBUG: Creating TNutBoltArray") + nut_bolt_array = TNutBoltArray(Col, nut, bolt, nut_space) + print(f"DEBUG: Creating StrutAngleBoltCAD with parameters: {Col.sec_profile}, {member}, {plate}") + strutCAD = StrutAngleBoltCAD(Col, member, plate, nut_bolt_array, intermittentConnection) + + print("DEBUG: Calling create_3DModel on strutCAD") + strutCAD.create_3DModel() + print("DEBUG: createStrutBoltedCAD completed successfully") + + # Register model shapes with memory manager to prevent premature GC + if hasattr(strutCAD, 'get_models'): + self._register_shapes(strutCAD.get_models()) + + return strutCAD + + + def createStrutWeldedCAD(self): + T = self.module_object + + plate = GassetPlate(L=float(T.plate.length + 50), H=float(T.plate.height), + T=float(T.plate.thickness_provided), degree=30) + + intermittentPlates = Plate(L=float(getattr(T, 'inter_plate_height', 0.0)), W=float(getattr(T, 'inter_plate_length', 0.0)), T=plate.T) + intermittentWelds = FilletWeld(h=float(getattr(T, 'inter_weld_size', 0.0)), b=float(getattr(T, 'inter_weld_size', 0.0)), L=intermittentPlates.W) + if not hasattr(T, 'inter_memb_length'): + T.inter_memb_length = 0.0 + if not hasattr(T, 'inter_conn'): + T.inter_conn = "0" + # Alias section_size_1 -> section_property for compatibility with IntermittentWelds + if not hasattr(T, 'section_size_1') and hasattr(T, 'section_property'): + T.section_size_1 = T.section_property + # Inject 'depth' attribute for Angle sections to avoid AttributeError in IntermittentWelds + if hasattr(T, 'section_size_1') and not hasattr(T.section_size_1, 'depth'): + if hasattr(T.section_size_1, 'max_leg'): + T.section_size_1.depth = T.section_size_1.max_leg + weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) + + s = max(15, float(T.weld.size)) + plate_intercept = plate.L - s - 50 + print(f"DEBUG createStrutWeldedCAD: sec_profile = '{T.sec_profile}', section_property type = {type(T.section_property).__name__}") + if T.sec_profile == 'Channels' or T.sec_profile == 'Back to Back Channels': + member = Channel(B=float(T.section_property.flange_width), T=float(T.section_property.flange_thickness), + D=float(T.section_property.depth), t=float(T.section_property.web_thickness), + R1=float(T.section_property.root_radius), R2=float(T.section_property.toe_radius), + L=float(T.length)) + inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.D)) + + + strutCAD = StrutChannelWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + + else: + member = Angle(L=float(T.length), A=float(T.section_property.max_leg), B=float(T.section_property.min_leg), + T=float(T.section_property.thickness), R1=float(T.section_property.root_radius), + R2=float(T.section_property.toe_radius)) + inline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(plate_intercept)) + if T.loc == 'Long Leg': + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.A)) + else: # 'Short Leg' + opline_weld = FilletWeld(b=float(T.weld.size), h=float(T.weld.size), L=float(member.B)) + + # weld_plate_array = IntermittentWelds(T, intermittentWelds, intermittentPlates) + strutCAD = StrutAngleWeldCAD(T, member, plate, inline_weld, opline_weld, weld_plate_array) + + strutCAD.create_3DModel() + + # Register model shapes with memory manager to prevent premature GC + if hasattr(strutCAD, 'get_models'): + self._register_shapes(strutCAD.get_models()) + + return strutCAD + + + def display_3DModel(self, component, bgcolor): + + # Component colors + weld_color = Quantity_NOC_SADDLEBROWN + plate_color = Quantity_Color(47/255.0, 47/255.0, 35/255.0, Quantity_TOC_RGB) + column_color = Quantity_Color(72/255.0, 72/255.0, 54/255.0, Quantity_TOC_RGB) + beam_color = Quantity_Color(134/255.0, 134/255.0, 100/255.0, Quantity_TOC_RGB) + bolt_color = Quantity_Color(255/255.0, 0/255.0, 0/255.0, Quantity_TOC_RGB) + packing_plate_color = Quantity_NOC_GRAY + + self.component = component + + if self.display is None: + return + + # Use CleanupCoordinator for centralized cleanup + try: + from osdag_gui.OS_safety_protocols import get_cleanup_coordinator + coordinator = get_cleanup_coordinator() + coordinator.cleanup_for_new_design(self.cad_widget, self.display) + except (ImportError, ModuleNotFoundError): + pass + + # Show Cube + if hasattr(self, 'cad_widget') and self.cad_widget is not None: + try: + self.cad_widget.display_view_cube() + except Exception: + pass + + try: + self.display.View_Iso() + except Exception as e: + print(f"[WARNING] Error setting iso view: {e}") + + try: + self.display.FitAll() + except Exception as e: + print(f"[WARNING] Error fitting all: {e}") + + try: + self.display.DisableAntiAliasing() + except Exception as e: + print(f"[WARNING] Error disabling anti-aliasing: {e}") + + if bgcolor == "gradient_light": + self.display.set_bg_gradient_color([255, 255, 255], [126, 126, 126]) + else: + self.display.set_bg_gradient_color([83, 83, 83], [0, 0, 0]) + + if self.mainmodule == "Shear Connection": + # hover labels + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + A = self.module_object + + self.loc = A.connectivity + + if self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_FINPLATE: + self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) + elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: + self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) + elif self.loc == "Column Flange-Beam Web" and self.connection == KEY_DISP_SEATED_ANGLE: + self.display.View.SetProj(OCC.Core.V3d.V3d_XposYnegZpos) + + if self.component == "Column": + # hover label + label = ["Column", hover_dict.get("Column")] + osdag_display_shape(self.display, self.connectivityObj.get_columnModel(), color=column_color, update=True, label=label, canvas=self.cad_widget) + elif self.component == "Beam": + label = ["Beam", hover_dict.get("Beam")] + osdag_display_shape(self.display, self.connectivityObj.get_beamModel(), color=beam_color, update=True, label=label, canvas=self.cad_widget) + elif self.component == "cleatAngle": + label = ["Angle", hover_dict.get("Angle")] + osdag_display_shape(self.display, self.connectivityObj.angleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + nutboltlist = self.connectivityObj.nut_bolt_array.get_models() + for nutbolt in nutboltlist: + label = ["Bolt", hover_dict.get("Bolt")] + osdag_display_shape(self.display, nutbolt, color=bolt_color, update=True, label=label, canvas=self.cad_widget) + + elif self.component in ("SeatAngle", "SeatedAngle"): + label = ["Angle", hover_dict.get("Angle")] + osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.angleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + nutboltlist = self.connectivityObj.nut_bolt_array.get_models() + for nutbolt in nutboltlist: + label = ["Bolt", hover_dict.get("Bolt")] + osdag_display_shape(self.display, nutbolt, color=bolt_color, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Plate": + # hover label + label = ["Weld", hover_dict.get("Weld")] + osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=weld_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=weld_color, update=True, label=label, canvas=self.cad_widget) + label = ["Plate", hover_dict.get("Plate")] + osdag_display_shape(self.display, self.connectivityObj.plateModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + nutboltlist = self.connectivityObj.nut_bolt_array.get_models() + for nutbolt in nutboltlist: + label = ["Bolt", hover_dict.get("Bolt")] + osdag_display_shape(self.display, nutbolt, color=bolt_color, update=True, label=label, canvas=self.cad_widget) + + elif self.component == "Model": + # hover label + label = ["Column", hover_dict.get("Column")] + osdag_display_shape(self.display, self.connectivityObj.columnModel, color=column_color, update=True, label=label, canvas=self.cad_widget) + label = ["Beam", hover_dict.get("Beam")] + osdag_display_shape(self.display, self.connectivityObj.beamModel, color=beam_color, update=True, label=label, canvas=self.cad_widget) + if self.connection == KEY_DISP_FINPLATE or self.connection == KEY_DISP_HEADERPLATE: + # Colors to be set on self.components + label = ["Weld", hover_dict.get("Weld")] + osdag_display_shape(self.display, self.connectivityObj.weldModelLeft, color=weld_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.weldModelRight, color=weld_color, update=True, label=label, canvas=self.cad_widget) + label = ["Plate", hover_dict.get("Plate")] + osdag_display_shape(self.display, self.connectivityObj.plateModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_CLEATANGLE: + label = ["Angle", hover_dict.get("Angle")] + osdag_display_shape(self.display, self.connectivityObj.angleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.angleLeftModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + else: + label = ["Angle", hover_dict.get("Angle")] + osdag_display_shape(self.display, self.connectivityObj.topclipangleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + osdag_display_shape(self.display, self.connectivityObj.angleModel, color=plate_color, update=True, label=label, canvas=self.cad_widget) + nutboltlist = self.connectivityObj.nut_bolt_array.get_models() + for nutbolt in nutboltlist: + label = ["Bolt", hover_dict.get("Bolt")] + osdag_display_shape(self.display, nutbolt, color=bolt_color, update=True, label=label, canvas=self.cad_widget) + + if self.mainmodule == "Moment Connection": + if self.connection == KEY_DISP_BEAMCOVERPLATE: + + self.B = self.module_object + + # self.CPObj = self.createBBCoverPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + + hover_dict = self.B.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_beam = ["Beam", hover_dict.get("Beam")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Beam": + # Displays both beams + osdag_display_shape(self.display, self.CPObj.get_only_beams_Models(), update=True,color=beam_color,label=label_beam,canvas=self.cad_widget ) + + elif self.component == "Connector": + osdag_display_shape( self.display, self.CPObj.get_flangewebplatesModel(), update=True, color=plate_color,label=label_plate,canvas=self.cad_widget) + if self.B.preference != 'Outside': + osdag_display_shape(self.display, self.CPObj.get_innetplatesModels(), update=True,color=plate_color, label=label_plate,canvas=self.cad_widget) + + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True,color=Quantity_NOC_SADDLEBROWN,label=label_bolt,canvas=self.cad_widget) + + elif self.component == "Model": + + osdag_display_shape( self.display, self.CPObj.get_beamsModel(), update=True, color=beam_color,label=label_beam,canvas=self.cad_widget ) + osdag_display_shape( self.display, self.CPObj.get_flangewebplatesModel(), update=True, color=plate_color, label=label_plate,canvas=self.cad_widget) + + # Todo: remove velove commented lines + + if self.B.preference != 'Outside': + osdag_display_shape( self.display, self.CPObj.get_innetplatesModels(), update=True, color=plate_color,label=label_plate,canvas=self.cad_widget) + + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_arrayModels(), update=True,color=Quantity_NOC_SADDLEBROWN,label=label_bolt,canvas=self.cad_widget) + + elif self.connection == KEY_DISP_BB_EP_SPLICE: + self.B = self.module_object + + # self.ExtObj = self.createBBEndPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + # Do NOT call createBBEndPlateCAD() again here + + hover_dict = self.B.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_beam = ["Beam", hover_dict.get("Beam")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Beam": + # NOTE: Do NOT call gc.collect() during CAD operations - it causes heap corruption + osdag_display_shape(self.display, self.CPObj.get_beam_models(), update=True, + color=beam_color, label=label_beam, canvas=self.cad_widget) + + elif self.component == "Connector": + # NOTE: Do NOT call gc.collect() during CAD operations - it causes heap corruption + osdag_display_shape(self.display, self.CPObj.get_plate_connector_models(), update=True, + color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_welded_models(), update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_array_models(), update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + + elif self.component == "Model": + # NOTE: Do NOT call gc.collect() during CAD operations - it causes heap corruption + osdag_display_shape(self.display, self.CPObj.get_beam_models(), update=True, + color=beam_color, label=label_beam, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_plate_connector_models(), update=True, + color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_welded_models(), update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_array_models(), update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_BEAMCOVERPLATEWELD: + self.B = self.module_object + + # self.CPObj = self.createBBCoverPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + beams = self.CPObj.get_beam_models() + plates = self.CPObj.get_plate_models() + welds = self.CPObj.get_welded_modules() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_beam = ["Beam", hover_dict.get("Beam")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_welds = ["Weld", hover_dict.get("Weld")] + + if self.component == "Beam": + # Displays both beams + osdag_display_shape(self.display, beams, update=True, color=beam_color, label=label_beam, canvas=self.cad_widget) + elif self.component == "Connector": + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_welds, canvas=self.cad_widget) + elif self.component == "Model": + osdag_display_shape(self.display, beams, update=True, color=beam_color, label=label_beam, canvas=self.cad_widget) + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_welds, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_COLUMNCOVERPLATE: + self.C = self.module_object + + # self.CPObj = self.createCCCoverPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + columns = self.CPObj.get_column_models() + plates = self.CPObj.get_plate_models() + nutbolt = self.CPObj.get_nut_bolt_models() + onlycolumn = self.CPObj.get_only_column_models() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Column": + # Displays both beams + osdag_display_shape(self.display, onlycolumn, update=True, color=column_color, label=label_column, canvas=self.cad_widget) + elif self.component == "Cover Plate": + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_bolt, canvas=self.cad_widget) + elif self.component == "Model": + osdag_display_shape(self.display, columns, update=True, color=column_color,label=label_column,canvas=self.cad_widget) + osdag_display_shape(self.display, plates, update=True,color=plate_color,label=label_plate,canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, update=True, color=Quantity_NOC_SADDLEBROWN,label=label_bolt, canvas=self.cad_widget) + + + elif self.connection == KEY_DISP_BCENDPLATE: + self.Bc = self.module_object + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + label_beam = ["Beam", hover_dict.get("Beam")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + # self.ExtObj = self.createBCEndPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + # Do NOT call createBCEndPlateCAD() again here + + self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) + c_length = self.column_length + # Point1 = gp_Pnt(0.0, 0.0, c_length) + # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) + b_length = self.beam_length + self.Bc.supporting_section.depth/2+100 + # Point2 = gp_Pnt(0.0,-b_length, c_length/2) + # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) + # Displays the beams #TODO ANAND + if self.component == "Column": + self.display.View_Iso() + osdag_display_shape(self.display, self.CPObj.columnModel, update=True, color=column_color, label=label_column, canvas=self.cad_widget) + + # Point1 = gp_Pnt(-self.Bc.supporting_section.flange_width/2, 0, c_length) + # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) + # Point = gp_Pnt(0.0, 0.0, 10) + # DisplayMsg(self.display,Point) + + elif self.component == "Beam": + self.display.View_Iso() + osdag_display_shape(self.display, self.CPObj.beamModel, update=True, color=beam_color, + label=label_beam, canvas=self.cad_widget) + # Point2 = gp_Pnt(0.0, -b_length, c_length / 2) + # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) + # , color = 'Dark Gray' + + elif self.component == "Connector": + osdag_display_shape(self.display, self.CPObj.get_plate_connector_models(), update=True, + color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_welded_models(), update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_array_models(), update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + + elif self.component == "Model": + osdag_display_shape(self.display, self.CPObj.get_column_models(), update=True, + color=column_color, label=label_column, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_beam_models(), update=True, + color=beam_color, label=label_beam, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_plate_connector_models(), update=True, + color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_welded_models(), update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, self.CPObj.get_nut_bolt_array_models(), update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + # Point1 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -self.Bc.supporting_section.depth/2, c_length*0.75) + # DisplayMsg(self.display, Point1, self.Bc.supporting_section.designation) + # Point2 = gp_Pnt(self.Bc.supporting_section.flange_width/2, -b_length, c_length / 2) + # DisplayMsg(self.display, Point2, self.Bc.supported_section.designation) + # Erase(DisplayMsg(self.display, Point2, self.Bc.supported_section.designation)) + + + elif self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + self.C = self.module_object + + # self.CPObj = self.createCCCoverPlateCAD() + # NOTE: Reuse self.CPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + columns = self.CPObj.get_column_models() + plates = self.CPObj.get_plate_models() + welds = self.CPObj.get_welded_modules() + + hover_dict = self.C.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + + + if self.component == "Column": + # Displays both beams + osdag_display_shape(self.display, columns, update=True,color=column_color, label=label_column,canvas=self.cad_widget) + elif self.component == "Cover Plate": + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=weld_color, label=label_weld,canvas=self.cad_widget) + elif self.component == "Model": + osdag_display_shape(self.display, columns, update=True,color=column_color, label=label_column, canvas=self.cad_widget) + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate,canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_COLUMNENDPLATE: + self.CEP = self.module_object + + # self.CEPObj = self.createCCEndPlateCAD() + # NOTE: Reuse self.CEPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + columns = self.CEPObj.get_column_models() + plates = self.CEPObj.get_plate_models() + welds = self.CEPObj.get_weld_models() + nutBolts = self.CEPObj.get_nut_bolt_models() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Column": + osdag_display_shape(self.display, columns, update=True, color=column_color, label=label_column,canvas=self.cad_widget) + + elif self.component == "Connector": + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True,color=weld_color, label=label_weld,canvas=self.cad_widget) + osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_bolt, canvas=self.cad_widget) + + elif self.component == "Model": + osdag_display_shape(self.display, columns, update=True,color=column_color, label=label_column, canvas=self.cad_widget) + osdag_display_shape(self.display, plates, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, nutBolts, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_bolt, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_BASE_PLATE: + self.Bp = self.module_object + + # self.BPObj = self.createBasePlateCAD() + # NOTE: Reuse self.BPObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + + column = self.BPObj.get_column_model() + plate = self.BPObj.get_plate_connector_models() + weld = self.BPObj.get_welded_models() + nut_bolt = self.BPObj.get_nut_bolt_array_models() + conc = self.BPObj.get_concrete_models() + grout = self.BPObj.get_grout_models() + + hover_dict = self.Bp.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + label_conc = ["Conc", hover_dict.get("Conc")] + label_grout = ["Grout", hover_dict.get("Grout")] + + if self.component == "Model": # Todo: change this into key + osdag_display_shape(self.display, column, update=True, color=column_color, label=label_column, canvas=self.cad_widget) + osdag_display_shape(self.display, plate, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, weld, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + osdag_display_shape(self.display, nut_bolt, update=True, color=bolt_color, label=label_bolt, canvas=self.cad_widget) + osdag_display_shape(self.display, conc, transparency=0.5, color=GRAY, update=True , label=label_conc, canvas=self.cad_widget) + osdag_display_shape(self.display, grout, transparency=0.5, color=GRAY, update=True , label=label_grout, canvas=self.cad_widget) + + elif self.component == "Column": + osdag_display_shape(self.display, column, update=True, color=column_color, label=label_column,canvas=self.cad_widget) + + elif self.component == "Connector": + osdag_display_shape(self.display, plate, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, weld, color=weld_color, label=label_weld,canvas=self.cad_widget) + osdag_display_shape(self.display, nut_bolt, update=True, color=Quantity_NOC_SADDLEBROWN, label=label_bolt, canvas=self.cad_widget) + + elif self.mainmodule == 'Columns with known support conditions': + self.col = self.module_object + self.ColObj = self.createColumnInFrameCAD() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_column = ["Column", hover_dict.get("Column")] + + if self.component == "Model": + osdag_display_shape(self.display, self.ColObj, update=True, color=column_color, label=label_column,canvas=self.cad_widget) + + elif self.mainmodule == KEY_DISP_LAPJOINTBOLTED: + # NOTE: Reuse self.ColObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + # Do NOT call createBoltedLapJoint() again here - it's already called in call_3DModel() + self.col = self.module_object + + # Hover dict + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + # Unpack the tuple returned by createBoltedLapJoint() called in call_3DModel() + if hasattr(self, 'ColObj') and self.ColObj is not None: + self.assembly, plate1, plate2, self.bolt_models, self.nuts_models = self.ColObj + else: + # Fallback (should not happen if call_3DModel ran correctly) + print("[WARNING] ColObj not found, creating shapes - this may cause memory issues") + self.assembly, plate1, plate2, self.bolt_models, self.nuts_models = self.createBoltedLapJoint() + + # Store references for use in component display + self.plate1_model = plate1 + self.plate2_model = plate2 + + # lap_joint, plate1, plate2, bolts, nuts + label_plate1 = ["Plate 1", hover_dict.get("Plate 1")] + label_plate2 = ["Plate 2", hover_dict.get("Plate 2")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Model": + osdag_display_shape(self.display, plate1, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + osdag_display_shape(self.display, plate2, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + for bolt in self.bolt_models: + osdag_display_shape(self.display, bolt, update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + for nut in self.nuts_models: + osdag_display_shape(self.display, nut, update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + elif self.component == "Plate 1": + osdag_display_shape(self.display, plate1, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + elif self.component == "Plate 2": + osdag_display_shape(self.display, plate2, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + elif self.component == "Bolts": + for bolt in self.bolt_models: + osdag_display_shape(self.display, bolt, update=True, color=bolt_color, label=label_bolt, canvas=self.cad_widget) + for nut in self.nuts_models: + osdag_display_shape(self.display, nut, update=True, color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + elif self.mainmodule == KEY_DISP_LAPJOINTWELDED: + self.col = self.module_object + + self.assembly, self.plate1_model, self.plate2_model, self.weld_models = self.createWeldedLapJoint() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_plate1 = ["Plate 1", hover_dict.get("Plate 1")] + label_plate2 = ["Plate 2", hover_dict.get("Plate 2")] + label_weld = ["Weld", hover_dict.get("Weld")] + + # Use direct DisplayShape + if self.component == "Model": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + for weld in self.weld_models: + osdag_display_shape(self.display, weld, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + elif self.component == "Plate 1": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + + elif self.component == "Plate 2": + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + + elif self.component == "Welds": + for weld in self.weld_models: + osdag_display_shape(self.display, weld, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + elif self.mainmodule == KEY_DISP_BUTTJOINTBOLTED: + self.col = self.module_object + + # Reuse ColObj if already created by call_3DModel, otherwise create it + if hasattr(self, 'ColObj') and self.ColObj is not None: + # ColObj is a tuple from createButtJointBoltedCAD() + self.assembly, self.plate1_model, self.plate2_model, self.platec_model, self.platec2_model, self.bolt_models, self.nuts_models, self.packing1_model, self.packing2_model = self.ColObj + else: + self.assembly, self.plate1_model, self.plate2_model, self.platec_model, self.platec2_model, self.bolt_models, self.nuts_models, self.packing1_model, self.packing2_model = self.createButtJointBoltedCAD() + + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + # Use the unpacked models directly + label_plate1 = ["Plate 1", hover_dict.get("Plate 1")] + label_plate2 = ["Plate 2", hover_dict.get("Plate 2")] + label_platec = ["Cover Plate", hover_dict.get("Cover Plate")] + label_packing = ["Packing Plate", hover_dict.get("Packing Plate")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Model": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + osdag_display_shape(self.display, self.platec_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + if self.platec2_model: + osdag_display_shape(self.display, self.platec2_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + # Display packing plates if they exist + if self.packing1_model is not None: + osdag_display_shape(self.display, self.packing1_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + if self.packing2_model is not None: + osdag_display_shape(self.display, self.packing2_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + for bolt in self.bolt_models: + osdag_display_shape(self.display, bolt, update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + for nut in self.nuts_models: + osdag_display_shape(self.display, nut, update=True, + color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + # Handling for individual components + elif self.component == "Plate 1": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + elif self.component == "Plate 2": + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + elif self.component == "Cover Plate": + osdag_display_shape(self.display, self.platec_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + if self.platec2_model: + osdag_display_shape(self.display, self.platec2_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + # Also show packing plates with cover plates + if self.packing1_model is not None: + osdag_display_shape(self.display, self.packing1_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + if self.packing2_model is not None: + osdag_display_shape(self.display, self.packing2_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + elif self.component == "Bolts": + for bolt in self.bolt_models: + osdag_display_shape(self.display, bolt, update=True, color=bolt_color, label=label_bolt, canvas=self.cad_widget) + for nut in self.nuts_models: + osdag_display_shape(self.display, nut, update=True, color=bolt_color, label=label_bolt, canvas=self.cad_widget) + + elif self.mainmodule == KEY_DISP_BUTTJOINTWELDED: + # Create the CAD objects + self.assembly, self.plate1_model, self.plate2_model, self.platec_model, self.platec2_model, self.weld_models, self.packing1_model, self.packing2_model = self.createButtJointWeldedCAD() + self.col = self.module_object + + # Hover dict + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_plate1 = ["Plate 1", hover_dict.get("Plate 1")] + label_plate2 = ["Plate 2", hover_dict.get("Plate 2")] + label_platec = ["Cover Plate", hover_dict.get("Cover Plate")] # Top Cover + label_platec2 = ["Cover Plate", hover_dict.get("Cover Plate")] # Bottom Cover + label_packing = ["Packing Plate", hover_dict.get("Packing Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + + if self.component == "Model": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + osdag_display_shape(self.display, self.platec_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + if self.platec2_model: + osdag_display_shape(self.display, self.platec2_model, update=True, color=plate_color, label=label_platec2, canvas=self.cad_widget) + # Display packing plates if they exist + if self.packing1_model is not None: + osdag_display_shape(self.display, self.packing1_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + if self.packing2_model is not None: + osdag_display_shape(self.display, self.packing2_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + for weld in self.weld_models: + osdag_display_shape(self.display, weld, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + # Handling for individual components if selected in UI + elif self.component == "Plate 1": + osdag_display_shape(self.display, self.plate1_model, update=True, color=column_color, label=label_plate1, canvas=self.cad_widget) + elif self.component == "Plate 2": + osdag_display_shape(self.display, self.plate2_model, update=True, color=beam_color, label=label_plate2, canvas=self.cad_widget) + elif self.component == "Cover Plate": + osdag_display_shape(self.display, self.platec_model, update=True, color=plate_color, label=label_platec, canvas=self.cad_widget) + if self.platec2_model: + osdag_display_shape(self.display, self.platec2_model, update=True, color=plate_color, label=label_platec2, canvas=self.cad_widget) + # Also show packing plates with cover plates + if self.packing1_model is not None: + osdag_display_shape(self.display, self.packing1_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + if self.packing2_model is not None: + osdag_display_shape(self.display, self.packing2_model, update=True, color=packing_plate_color, label=label_packing, canvas=self.cad_widget) + elif self.component == "Welds": + for weld in self.weld_models: + osdag_display_shape(self.display, weld, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + elif self.mainmodule == 'Flexure Member': + self.flex = self.module_object + components = self.createSimplySupportedBeam() + self.FObj = components.get('beam') + + hover_dict = self.module_object.hover_dict + hover_dict["Hinged Support"] = "Hinged Support (Representative)" + hover_dict["Roller Support"] = "Roller Support (Representative)" + hover_dict["Support Block"] = "Fixed Support (Representative)" + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_flexure = ["Flexure Member", hover_dict.get("Flexure Member")] + label_hinge = ["Hinged Support", hover_dict.get("Hinged Support")] + label_roller = ["Roller Support", hover_dict.get("Roller Support")] + label_block = ["Support Block", hover_dict.get("Support Block")] + + support_color_custom = Quantity_Color(20/255.0, 20/255.0, 20/255.0, Quantity_TOC_RGB) + + if self.component == "Model": + if components.get('beam'): + osdag_display_shape(self.display, components['beam'], update=True, color=beam_color, label=label_flexure, canvas=self.cad_widget) + if components.get('support_tri'): + osdag_display_shape(self.display, components['support_tri'], update=True, color=support_color_custom, transparency=0.6, label=label_hinge, canvas=self.cad_widget) + if components.get('support_cyl'): + osdag_display_shape(self.display, components['support_cyl'], update=True, color=support_color_custom, transparency=0.6, label=label_roller, canvas=self.cad_widget) + if components.get('support_block'): + osdag_display_shape(self.display, components['support_block'], update=True, color=support_color_custom, transparency=0.6, label=label_block, canvas=self.cad_widget) + if components.get('support_hatch'): + osdag_display_shape(self.display, components['support_hatch'], update=True, color=Quantity_NOC_BLACK, label=label_block, canvas=self.cad_widget) + + elif self.mainmodule == 'Flexural Members - Cantilever': + self.flex = self.module_object + cantilever_components = self.createCantileverBeam() + + hover_dict = self.module_object.hover_dict + hover_dict["Support Block"] = "Fixed Support (Representative)" + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_flexure = ["Flexure Member (Cantilever)", hover_dict.get("Flexure Member")] + label_block = ["Support Block", hover_dict.get("Support Block")] + + # Define support block color (steel gray) + support_color = Quantity_Color(0.7, 0.7, 0.7, Quantity_TOC_RGB) + + if self.component == "Model": + # Display beam + osdag_display_shape(self.display, cantilever_components['beam'], + update=True, color=beam_color, + label=label_flexure, canvas=self.cad_widget) + + # Debugging Support Block + supp_block = cantilever_components.get('support_block') + + # Display support block if it exists + if supp_block is not None: + try: + osdag_display_shape(self.display, supp_block, + update=True, color=support_color, + label=label_block, canvas=self.cad_widget) + except Exception as e: + print(f"DEBUG DISPLAY ERROR: Failed to display support block: {e}") + else: + print("DEBUG DISPLAY: Support block is None, not displaying") + + # Display hatching lines if they exist - DISABLED + # supp_hatch = cantilever_components.get('support_hatch') + # if supp_hatch is not None: + # try: + # osdag_display_shape(self.display, supp_hatch, + # update=True, color=Quantity_NOC_BLACK, + # label=label_support, canvas=self.cad_widget) + # except Exception as e: + # print(f"DEBUG DISPLAY ERROR: Failed to display support hatch: {e}") + + elif self.mainmodule == 'Flexural Members - Purlins': + if self.connection == KEY_DISP_FLEXURE4 : + self.flex = self.module_object + + self.display.View.SetProj(OCC.Core.V3d.V3d_XnegYnegZpos) + + # Hover dict + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_flexure = ["Flexural Members", hover_dict.get("Flexural Members")] + + print(f"THIS IS SELF.MODULE_OBJECT {self.flex}") + self.FObj = self.createPurlin() + + if self.component == "Model": + osdag_display_shape(self.display, self.FObj, update=True, color=beam_color, label=label_flexure, canvas=self.cad_widget) + + elif self.mainmodule == 'PLATE GIRDER': + # Plate Girder display logic + self.col = self.module_object + + # Reuse PGObj if already created by call_3DModel + if hasattr(self, 'PGObj') and self.PGObj is not None: + components = self.PGObj + else: + components = self.createPlateGirderCAD() + + # Define colors for components + web_color = Quantity_Color(47/255.0, 47/255.0, 35/255.0, Quantity_TOC_RGB) + flange_color = Quantity_Color(134/255.0, 134/255.0, 100/255.0, Quantity_TOC_RGB) + stiffener_color = Quantity_Color(72/255.0, 72/255.0, 54/255.0, Quantity_TOC_RGB) + weld_color = Quantity_NOC_SADDLEBROWN + + # Create hover labels dictionary + hover_dict = {} + if hasattr(self.col, "hover_dict"): + hover_dict = self.col.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + label_web = ["Web Plate", hover_dict.get("Web Plate", "Web plate of the plate girder")] + label_flange = ["Flange", hover_dict.get("Flange", "Flange plate of the plate girder")] + label_stiffener = ["Stiffeners", hover_dict.get("Stiffeners", "Intermediate stiffener plates")] + label_weld = ["Weld", hover_dict.get("Weld", "Fillet welds")] + label_support_tri = ["Support (Fixed)", hover_dict.get("Support (Fixed)", "Triangular Support (Fixed)")] + label_support_cyl = ["Support (Roller)", hover_dict.get("Support (Roller)", "Cylindrical Support (Roller)")] + + if self.component == "Model": + # Display web plate + if components.get('web_plate') is not None: + osdag_display_shape(self.display, components['web_plate'], update=True, + color=web_color, label=label_web, canvas=self.cad_widget) + + # Display top flange + if components.get('top_flange') is not None: + osdag_display_shape(self.display, components['top_flange'], update=True, + color=flange_color, label=label_flange, canvas=self.cad_widget) + + # Display bottom flange + if components.get('bottom_flange') is not None: + osdag_display_shape(self.display, components['bottom_flange'], update=True, + color=flange_color, label=label_flange, canvas=self.cad_widget) + + # Display stiffener plates + if components.get('stiffener_plates') is not None: + osdag_display_shape(self.display, components['stiffener_plates'], update=True, + color=stiffener_color, label=label_stiffener, canvas=self.cad_widget) + + # Display horizontal plate (Longitudinal stiffener) + if components.get('horizontal_plate') is not None: + osdag_display_shape(self.display, components['horizontal_plate'], update=True, + color=stiffener_color, label=label_stiffener, canvas=self.cad_widget) + + # Display longitudinal welds + if components.get('longitudinal_welds') is not None: + osdag_display_shape(self.display, components['longitudinal_welds'], update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + + # Display stiffener welds + if components.get('stiffener_welds') is not None: + osdag_display_shape(self.display, components['stiffener_welds'], update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + + # Display Supports + # Triangular Support (Left) + if components.get('support_tri') is not None: + osdag_display_shape(self.display, components['support_tri'], update=True, + color=stiffener_color, transparency=0.6, label=label_support_tri, canvas=self.cad_widget) + + # if components.get('support_knot') is not None: + # osdag_display_shape(self.display, components['support_knot'], update=True, + # color=stiffener_color, transparency=0.6, label=label_support_tri, canvas=self.cad_widget) + + # Cylindrical Support (Right) + if components.get('support_cyl') is not None: + osdag_display_shape(self.display, components['support_cyl'], update=True, + color=stiffener_color, transparency=0.6, label=label_support_cyl, canvas=self.cad_widget) + + elif self.component == "Web": + if components.get('web_plate') is not None: + osdag_display_shape(self.display, components['web_plate'], update=True, + color=web_color, label=label_web, canvas=self.cad_widget) + + elif self.component == "Top Flange": + if components.get('top_flange') is not None: + osdag_display_shape(self.display, components['top_flange'], update=True, + color=flange_color, label=label_flange, canvas=self.cad_widget) + + elif self.component == "Bottom Flange": + if components.get('bottom_flange') is not None: + osdag_display_shape(self.display, components['bottom_flange'], update=True, + color=flange_color, label=label_flange, canvas=self.cad_widget) + + elif self.component == "Stiffeners": + if components.get('stiffener_plates') is not None: + osdag_display_shape(self.display, components['stiffener_plates'], update=True, + color=stiffener_color, label=label_stiffener, canvas=self.cad_widget) + + if components.get('horizontal_plate') is not None: + osdag_display_shape(self.display, components['horizontal_plate'], update=True, + color=stiffener_color, label=label_stiffener, canvas=self.cad_widget) + + elif self.component == "Welds": + if components.get('longitudinal_welds') is not None: + osdag_display_shape(self.display, components['longitudinal_welds'], update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + if components.get('stiffener_welds') is not None: + osdag_display_shape(self.display, components['stiffener_welds'], update=True, + color=weld_color, label=label_weld, canvas=self.cad_widget) + + elif self.mainmodule == KEY_DISP_STRUT_WELDED_END_GUSSET: + self.col = self.module_object + # self.ColObj is created in call_3DModel + if hasattr(self, 'ColObj') and self.ColObj is not None and not isinstance(self.ColObj, OCC.Core.TopoDS.TopoDS_Shape): + strutCAD = self.ColObj + else: + strutCAD = self.createStrutWeldedCAD() + + # Setup hover labels + hover_dict = {} + if hasattr(self.col, "hover_dict"): + hover_dict = self.col.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + member = strutCAD.get_members_models() + plate = strutCAD.get_plates_models() + welds = strutCAD.get_welded_models() + + # Define labels for hover + label_member = ["Member", hover_dict.get("Member")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + + if self.component == "Model": + osdag_display_shape(self.display, member, color=beam_color, update=True, label=label_member, canvas=self.cad_widget) + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, color=weld_color, update=True, label=label_weld, canvas=self.cad_widget) + elif self.component == "Member": + osdag_display_shape(self.display, member, color=beam_color, update=True, label=label_member, canvas=self.cad_widget) + elif self.component == "Plate": + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, color=weld_color, update=True, label=label_weld, canvas=self.cad_widget) + + + elif self.mainmodule == KEY_DISP_STRUT_BOLTED_END_GUSSET: + print(f"DEBUG: display_3DModel called for KEY_DISP_STRUT_BOLTED_END_GUSSET. Component: {self.component}") + self.col = self.module_object + + # Use self.ColObj if already created + if hasattr(self, 'ColObj') and self.ColObj is not None: + print("DEBUG: Using existing self.ColObj") + strutCAD = self.ColObj + else: + print("DEBUG: Creating new strutCAD object") + strutCAD = self.createStrutBoltedCAD() + + hover_dict = self.col.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + print("DEBUG: Fetching models from strutCAD") + member = strutCAD.get_members_models() + plate = strutCAD.get_plates_models() + nutbolt = strutCAD.get_nut_bolt_array_models() + onlymember = strutCAD.get_only_members_models() + print(f"DEBUG: Models fetched. Member: {member}, Plate: {plate}, Bolts: {nutbolt}") + + label_member = ["Member", hover_dict.get("Member")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_bolt = ["Bolt", hover_dict.get("Bolt")] + + if self.component == "Member": + print("DEBUG: Displaying Member component") + osdag_display_shape(self.display, onlymember, color=beam_color, update=True, label=label_member, canvas=self.cad_widget) + elif self.component == "Plate": + print("DEBUG: Displaying Plate component") + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True, label=label_bolt, canvas=self.cad_widget) + else: # Model + print("DEBUG: Displaying Full Model") + osdag_display_shape(self.display, member, color=beam_color, update=True, label=label_member, canvas=self.cad_widget) + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True, label=label_bolt, canvas=self.cad_widget) + print("DEBUG: Strut Bolted display logic finished") + + else: + if self.connection == KEY_DISP_TENSION_BOLTED: + self.T = self.module_object + + # Hover dict + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + # self.TObj = self.createTensionCAD() + # NOTE: Reuse self.TObj created in call_3DModel() to prevent duplicate CAD creation + # which causes OpenCASCADE memory corruption (malloc double linked list error) + + member = self.TObj.get_members_models() + plate = self.TObj.get_plates_models() + + nutbolt = self.TObj.get_nut_bolt_array_models() + + onlymember = self.TObj.get_only_members_models() + # distance = self.T.length/2 - (2* self.T.plate.end_dist_provided + (self.T.plate.bolt_line - 1 ) * self.T.plate.pitch_provided) + # Point = gp_Pnt(distance, 0.0, 300) + # DisplayMsg(self.display, Point, self.T.section_size_1.designation) + + label_bolt = ["Bolt", hover_dict.get("Bolt")] + label_plate = ["Plate", hover_dict.get("Plate")] + label_member = ["Member", hover_dict.get("Member")] + + if self.component == "Member": # Todo: change this into key + osdag_display_shape(self.display, onlymember, color=beam_color, update=True,label=label_member, canvas=self.cad_widget) + elif self.component == "Plate": + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True, label=label_bolt, canvas=self.cad_widget) + elif self.component == "Endplate": + endplate = self.TObj.get_end_plates_models() + end_nutbolt = self.TObj.get_end_nut_bolt_array_models() + osdag_display_shape(self.display, endplate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, end_nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True, label=label_bolt, canvas=self.cad_widget) + else: + connector = BRepAlgoAPI_Fuse(nutbolt, plate).Shape() + shape = BRepAlgoAPI_Fuse(connector, member).Shape() + self.TObj.shape = shape + osdag_display_shape(self.display, member, color=beam_color, update=True, label=label_member, canvas=self.cad_widget) + osdag_display_shape(self.display, plate, color=plate_color, update=True, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, nutbolt, color=Quantity_NOC_SADDLEBROWN, update=True, label=label_bolt, canvas=self.cad_widget) + + elif self.connection == KEY_DISP_TENSION_WELDED: + self.T = self.module_object + hover_dict = self.module_object.hover_dict + self.cad_widget.model_hover_labels = hover_dict.copy() + + # self.TObj = self.createTensionCAD() + # NOTE: self.TObj is already created in call_3DModel() before display_3DModel() is called + # Do NOT call createTensionCAD() again here - it causes OpenCASCADE memory corruption + member = self.TObj.get_members_models() + plate = self.TObj.get_plates_models() + welds = self.TObj.get_welded_models() + + label_plate = ["Plate", hover_dict.get("Plate")] + label_weld = ["Weld", hover_dict.get("Weld")] + label_member = ["Member", hover_dict.get("Member")] + + if hasattr(self, "cad_widget") and hasattr(self.T, "hover_dict"): + self.cad_widget.model_hover_labels = self.T.hover_dict + if self.component == "Member": # Todo: change this into key + osdag_display_shape(self.display, member, update=True, color=beam_color, label=label_member, canvas=self.cad_widget) + elif self.component == "Plate": + osdag_display_shape(self.display, plate, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + elif self.component == "Endplate": + endplate = self.TObj.get_end_plates_models() + osdag_display_shape(self.display, endplate, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + else: + connector = BRepAlgoAPI_Fuse(welds, plate).Shape() + shape = BRepAlgoAPI_Fuse(connector, member).Shape() + self.TObj.shape = shape + osdag_display_shape(self.display, member, update=True, color=beam_color, label=label_member, canvas=self.cad_widget) + osdag_display_shape(self.display, plate, update=True, color=plate_color, label=label_plate, canvas=self.cad_widget) + osdag_display_shape(self.display, welds, update=True, color=weld_color, label=label_weld, canvas=self.cad_widget) + + # Ensure view cube is displayed + if hasattr(self, 'cad_widget') and hasattr(self.cad_widget, 'display_view_cube'): + self.cad_widget.display_view_cube() + + def call_3DModel(self, flag, module_object): + self.module_object = module_object # Store the object directly + + # Override mainmodule for Strut Bolted connection to ensure correct CAD generation + # This handles the case where the module inherits from 'Member' generic class + if hasattr(module_object, "module") and module_object.module == KEY_DISP_STRUT_BOLTED_END_GUSSET: + self.mainmodule = KEY_DISP_STRUT_BOLTED_END_GUSSET + elif hasattr(module_object, "module") and module_object.module == KEY_DISP_STRUT_WELDED_END_GUSSET: + self.mainmodule = KEY_DISP_STRUT_WELDED_END_GUSSET + + + + if self.mainmodule == "Shear Connection": + A = self.module_object + self.loc = A.connectivity + + if flag is True: + if self.loc == CONN_CWBW: + self.connectivityObj = self.create3DColWebBeamWeb() + + elif self.loc == CONN_CFBW: + self.connectivityObj = self.create3DColFlangeBeamWeb() + else: + self.connectivityObj = self.create3DBeamWebBeamWeb() + self.display_3DModel("Model","gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == "Moment Connection": + if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: + if flag is True: + self.B = module_object + self.CPObj = self.createBBCoverPlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.connection == KEY_DISP_BB_EP_SPLICE: + if flag is True: + self.CPObj = self.createBBEndPlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.connection == KEY_DISP_BCENDPLATE: + if flag is True: + self.CPObj = self.createBCEndPlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + if flag is True: + self.CPObj = self.createCCCoverPlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.connection == KEY_DISP_COLUMNENDPLATE: + if flag is True: + self.CEPObj = self.createCCEndPlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.connection == KEY_DISP_BASE_PLATE: + if flag is True: + self.BPObj = self.createBasePlateCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Flexure Member': + if flag is True: + self.FObj = self.createSimplySupportedBeam() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Flexural Members - Cantilever': + if flag is True: + self.FObj = self.createCantileverBeam() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Flexural Members - Purlins': + if flag is True: + self.FObj = self.createPurlin() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Columns with known support conditions': + if flag is True: + self.ColObj = self.createColumnInFrameCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == KEY_DISP_STRUT_WELDED_END_GUSSET: + if flag is True: + self.ColObj = self.createStrutWeldedCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == KEY_DISP_STRUT_BOLTED_END_GUSSET: + if flag is True: + self.ColObj = self.createStrutBoltedCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Lap Joint Bolted Connection': + if flag is True: + self.ColObj = self.createBoltedLapJoint() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Butt Joint Bolted Connection': + if flag is True: + self.ColObj = self.createButtJointBoltedCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'Butt Joint Welded Connection': + if flag is True: + self.ColObj = self.createButtJointWeldedCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == KEY_DISP_LAPJOINTWELDED: + if flag is True: + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + elif self.mainmodule == 'PLATE GIRDER': + if flag is True: + try: + self.PGObj = self.createPlateGirderCAD() + self.display_3DModel("Model", "gradient_bg") + except Exception as e: + import traceback + traceback.print_exc() + else: + self.display.EraseAll() + + else: + if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: + if flag is True: + self.TObj = self.createTensionCAD() + self.display_3DModel("Model", "gradient_bg") + else: + self.display.EraseAll() + + from OCC.Core.TopoDS import TopoDS_Shape + from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + from OCC.Core.TopExp import TopExp_Explorer + from OCC.Core.TopAbs import TopAbs_SOLID + + + + def create2Dcad(self): + ''' Returns the 3D model depending upon component + ''' + + # -------------------------------------------------- + # Local helper: normalize shapes generically + # -------------------------------------------------- + def _flatten(obj): + """ + Normalize CAD output: + - TopoDS_Shape ā†’ [shape] + - list / tuple ā†’ flat [shapes] + - dict ā†’ flatten dict values + - None ā†’ [] + """ + if obj is None: + return [] + + if isinstance(obj, dict): + out = [] + for v in obj.values(): + out.extend(_flatten(v)) + return out + + if isinstance(obj, (list, tuple)): + out = [] + for i in obj: + out.extend(_flatten(i)) + return out + + return [obj] + + def _explode_compound(shape): + """ + If shape is a compound, extract all solids inside it. + Otherwise return the shape as-is. + """ + # Local imports (MANDATORY) + from OCC.Core.TopExp import TopExp_Explorer + from OCC.Core.TopAbs import TopAbs_SOLID + + solids = [] + exp = TopExp_Explorer(shape, TopAbs_SOLID) + while exp.More(): + solids.append(exp.Current()) + exp.Next() + + # If no solids found, return original shape + return solids if solids else [shape] + + + + + final_model = None + cadlist = [] + + if self.mainmodule == "Shear Connection": + if self.component == "Beam": + final_model = self.connectivityObj.get_beamModel() + elif self.component == "Column": + final_model = self.connectivityObj.get_columnModel() + elif self.component == "Plate": + final_model = self.connectivityObj.plateModel + elif self.component == "cleatAngle": + cadlist = [self.connectivityObj.angleModel, self.connectivityObj.angleLeftModel] + elif self.component in ("SeatAngle", "SeatedAngle"): + cadlist = [self.connectivityObj.topclipangleModel, self.connectivityObj.angleModel] + elif self.component in ("Bolt", "Bolts", "Connector"): + cadlist = self.connectivityObj.nut_bolt_array.get_models() + elif self.component in ("Weld", "Welds"): + cadlist = [self.connectivityObj.weldModelLeft, self.connectivityObj.weldModelRight] + else: + cadlist = self.connectivityObj.get_models() + + elif self.mainmodule == "Moment Connection": + if self.connection == KEY_DISP_BEAMCOVERPLATE or self.connection == KEY_DISP_BEAMCOVERPLATEWELD: + if self.component == "Beam": + if self.connection == KEY_DISP_BEAMCOVERPLATE: + final_model = self.CPObj.get_only_beams_Models() + else: + final_model = self.CPObj.get_beam_models() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + cadlist = [self.CPObj.get_flangewebplatesModel()] + if self.B.preference != 'Outside': + cadlist.insert(1, self.CPObj.get_innetplatesModels()) + elif self.component in ("Bolt", "Bolts"): + if self.connection == KEY_DISP_BEAMCOVERPLATE: + cadlist = [self.CPObj.get_nut_bolt_arrayModels()] + elif self.component in ("Weld", "Welds"): + if self.connection == KEY_DISP_BEAMCOVERPLATEWELD: + cadlist = [self.CPObj.get_welded_modules()] + else: + cadlist = self.CPObj.get_models() + + elif self.connection == KEY_DISP_BB_EP_SPLICE: + if self.component == "Beam": + final_model = self.CPObj.get_beam_models() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + final_model = self.CPObj.get_plate_connector_models() + elif self.component in ("Bolt", "Bolts"): + final_model = self.CPObj.get_nut_bolt_array_models() + elif self.component in ("Weld", "Welds"): + final_model = self.CPObj.get_welded_models() + else: + final_model = self.CPObj.get_models() + + elif self.connection == KEY_DISP_BCENDPLATE: + if self.component == "Column": + final_model = self.CPObj.get_column_models() + elif self.component == "Beam": + final_model = self.CPObj.get_beam_models() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + final_model = self.CPObj.get_plate_connector_models() + elif self.component in ("Bolt", "Bolts"): + final_model = self.CPObj.get_nut_bolt_array_models() + elif self.component in ("Weld", "Welds"): + final_model = self.CPObj.get_welded_models() + else: + final_model = self.CPObj.get_models() + + elif self.connection == KEY_DISP_COLUMNCOVERPLATE or self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + if self.component == "Column": + if self.connection == KEY_DISP_COLUMNCOVERPLATE: + final_model = self.CPObj.get_only_column_models() + else: + final_model = self.CPObj.get_column_models() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + cadlist = [self.CPObj.get_plate_models()] + elif self.component in ("Bolt", "Bolts"): + if self.connection == KEY_DISP_COLUMNCOVERPLATE: + cadlist = [self.CPObj.get_nut_bolt_models()] + elif self.component in ("Weld", "Welds"): + if self.connection == KEY_DISP_COLUMNCOVERPLATEWELD: + cadlist = [self.CPObj.get_welded_modules()] + else: + cadlist = self.CPObj.get_models() + + elif self.connection == KEY_DISP_COLUMNENDPLATE: + if self.component == "Column": + final_model = self.CEPObj.get_column_models() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + plates = self.CEPObj.get_plate_models() + cadlist = [plates] + elif self.component in ("Bolt", "Bolts"): + nutBolts = self.CEPObj.get_nut_bolt_models() + cadlist = [nutBolts] + elif self.component in ("Weld", "Welds"): + welds = self.CEPObj.get_weld_models() + cadlist = [welds] + else: + final_model = self.CEPObj.get_models() + + elif self.connection == KEY_DISP_BASE_PLATE: + if self.component == "Column": + final_model = self.BPObj.get_column_model() + elif self.component in ("Plate", "CoverPlate", "Cover Plate", "Connector"): + plate = self.BPObj.get_plate_connector_models() + cadlist = [plate] + elif self.component in ("Weld", "Welds"): + weld = self.BPObj.get_welded_models() + cadlist = [weld] + elif self.component in ("Bolt", "Bolts"): + nut_bolt = self.BPObj.get_nut_bolt_array_models() + cadlist = [nut_bolt] + else: + final_model = self.BPObj.get_models() + + elif self.mainmodule in ( + 'Flexure Member', + 'Flexural Members - Cantilever', + 'Flexural Members - Purlins', + 'PLATE GIRDER' + ): + # ---------------- FLEXURAL MEMBERS ---------------- + + # ---------------- PURLINS ---------------- + if self.mainmodule == 'Flexural Members - Purlins': + # Single solid + final_model = self.FObj + + # ---------------- SIMPLY SUPPORTED BEAM ---------------- + elif self.mainmodule == 'Flexure Member': + obj = self.FObj + + # CASE 1: Legacy / broken return (TopoDS_Shape) + if isinstance(obj, TopoDS_Shape): + # Save 3D ā†’ beam only (supports excluded) + final_model = obj + + # CASE 2: Correct dict-based return + elif isinstance(obj, dict): + if self.component == "Beam": + final_model = obj.get('beam') + + elif self.component in ("Support", "Connector"): + # Viewer usage only + cadlist = [ + obj.get('support_tri'), + obj.get('support_cyl'), + obj.get('support_block') + ] + + else: + # Save 3D ā†’ beam ONLY (no supports) + final_model = obj.get('beam') + + + # CANTILEVER BEAM + elif self.mainmodule == 'Flexural Members - Cantilever': + obj = self.FObj + + # CASE 1: Legacy / fused solid + if isinstance(obj, TopoDS_Shape): + final_model = obj + + # CASE 2: Dict-based CAD + elif isinstance(obj, dict): + if self.component == "Beam": + final_model = obj.get('beam') + + elif self.component in ("Support", "Connector"): + # Viewer only + final_model = obj.get('support_block') + + else: + # Save 3D ā†’ beam ONLY + final_model = obj.get('beam') + + + # ---------------- PLATE GIRDER ---------------- + elif self.mainmodule == 'PLATE GIRDER': + pg = self.PGObj # dict + + if self.component in ("Web", "Plate"): + final_model = pg.get('web_plate') + + elif self.component == "Flange": + cadlist = [ + pg.get('top_flange'), + pg.get('bottom_flange') + ] + + elif self.component == "Stiffener": + final_model = pg.get('stiffener_plates') + + elif self.component == "Connector": + cadlist = [ + pg.get('longitudinal_welds'), + pg.get('stiffener_welds') + ] + + else: + cadlist = [ + pg.get('web_plate'), + pg.get('top_flange'), + pg.get('bottom_flange'), + pg.get('horizontal_plate'), + pg.get('stiffener_plates'), + pg.get('longitudinal_welds'), + pg.get('stiffener_welds') + ] + + elif self.mainmodule == 'Columns with known support conditions': + # createColumnInFrameCAD() returns the TopoDS_Shape (sec) directly + final_model = self.ColObj + + elif self.mainmodule in ( + 'Struts in Trusses', + KEY_DISP_STRUT_BOLTED_END_GUSSET, + KEY_DISP_STRUT_WELDED_END_GUSSET + ): + obj = self.ColObj # This is the CAD object + + # -------------------------------------------------- + # Axially loaded column (CompressionMemberCAD) + # -------------------------------------------------- + if hasattr(obj, 'columnModel'): + # Only one solid exists + final_model = obj.columnModel + + # -------------------------------------------------- + # Struts bolted to end gusset + # -------------------------------------------------- + elif hasattr(obj, 'get_nut_bolt_array_models'): + if self.component == "Member": + final_model = obj.get_members_models() + + elif self.component in ("Plate", "Gusset"): + final_model = obj.get_plates_models() + + elif self.component == "Connector": + final_model = obj.get_nut_bolt_array_models() + + elif self.component == "Endplate": + cadlist = [ + obj.get_end_plates_models(), + obj.get_end_nut_bolt_array_models() + ] + + else: + # Full assembly + final_model = obj.get_models() + + # -------------------------------------------------- + # Struts welded to end gusset + # -------------------------------------------------- + elif hasattr(obj, 'get_welded_models'): + if self.component == "Member": + final_model = obj.get_members_models() + + elif self.component in ("Plate", "Gusset"): + final_model = obj.get_plates_models() + + elif self.component == "Connector": + final_model = obj.get_welded_models() + + else: + # Full assembly + final_model = obj.get_models() + + + elif self.mainmodule == 'Lap Joint Bolted Connection': + if self.component == "Plate1": + final_model = self.plate1_model + elif self.component == "Plate2": + final_model = self.plate2_model + elif self.component == "Connector": + # Return bolts and nuts + cadlist = self.bolt_models + self.nuts_models + else: + # Return complete assembly + final_model = self.assembly + + elif self.mainmodule == 'Lap Joint Welded Connection': + if self.component == "Plate1": + final_model = self.plate1_model + elif self.component == "Plate2": + final_model = self.plate2_model + elif self.component == "Weld": + cadlist = self.weld_models + else: + # Return complete assembly + final_model = self.assembly + + elif self.mainmodule == 'Butt Joint Bolted Connection': + if self.component == "Plate1": + final_model = self.plate1_model + elif self.component == "Plate2": + final_model = self.plate2_model + elif self.component == "Cover Plate": + final_model = self.platec_model + elif self.component == "Connector": + # Return bolts and nuts + cadlist = self.bolt_models + self.nuts_models + else: + # Return complete assembly + final_model = self.assembly + + elif self.mainmodule == 'Butt Joint Welded Connection': + + if self.component == "Plate1": + final_model = self.plate1_model + + elif self.component == "Plate2": + final_model = self.plate2_model + + elif self.component == "Cover Plate": + cadlist = [] + + # Top cover plate (always present) + if self.platec_model: + cadlist.append(self.platec_model) + + # Bottom cover plate (Double-Cover case) + if hasattr(self, 'platec2_model') and self.platec2_model: + cadlist.append(self.platec2_model) + + # Packing plates (optional) + if hasattr(self, 'packing_plate1_model') and self.packing_plate1_model: + cadlist.append(self.packing_plate1_model) + + if hasattr(self, 'packing_plate2_model') and self.packing_plate2_model: + cadlist.append(self.packing_plate2_model) + + elif self.component == "Weld": + cadlist = self.welds_models + + else: + final_model = self.assembly + + + elif self.mainmodule == "Member": + if self.connection == KEY_DISP_TENSION_BOLTED or self.connection == KEY_DISP_TENSION_WELDED: + if self.component == "Member": + final_model = self.TObj.get_members_models() + elif self.component == "Plate": + if self.connection == KEY_DISP_TENSION_BOLTED: + cadlist = [self.TObj.get_plates_models(), self.TObj.get_nut_bolt_array_models()] + else: + cadlist = [self.TObj.get_plates_models(), self.TObj.get_welded_models()] + elif self.component == "Endplate": + if self.connection == KEY_DISP_TENSION_BOLTED: + cadlist = [self.TObj.get_end_plates_models(), self.TObj.get_end_nut_bolt_array_models()] + else: + cadlist = [self.TObj.get_end_plates_models()] + else: + final_model = self.TObj.shape + + + # ================================================== + # Generic final CAD normalization & fusion + # ================================================== + + shapes = [] + + # Collect everything produced above + shapes.extend(_flatten(final_model)) + shapes.extend(_flatten(cadlist)) + + normalized = [] + + for s in shapes: + if isinstance(s, TopoDS_Shape): + normalized.extend(_explode_compound(s)) + + shapes = normalized + + if not shapes: + return None + + # Fuse ONCE, regardless of module or component + if len(shapes) > 1: + if self.component in ("Bolt", "Bolts", "Weld", "Welds", "Connector", "cleatAngle", "SeatedAngle"): + from OCC.Core.BRep import BRep_Builder + from OCC.Core.TopoDS import TopoDS_Compound + builder = BRep_Builder() + compound = TopoDS_Compound() + builder.MakeCompound(compound) + for shp in shapes: + builder.Add(compound, shp) + result = compound + else: + try: + from OCC.Core.BOPAlgo import BOPAlgo_Builder + from OCC.Core.TopTools import TopTools_ListOfShape + + builder = BOPAlgo_Builder() + shape_list = TopTools_ListOfShape() + for shp in shapes: + shape_list.Append(shp) + builder.SetArguments(shape_list) + builder.Perform() + if not builder.HasErrors(): + result = builder.Shape() + else: + result = shapes[0] + for shp in shapes[1:]: + result = BRepAlgoAPI_Fuse(result, shp).Shape() + except Exception as e: + result = shapes[0] + for shp in shapes[1:]: + result = BRepAlgoAPI_Fuse(result, shp).Shape() + else: + result = shapes[0] + + # Register the fused result shape with memory manager to prevent premature GC + self._register_shapes(result) + + return result diff --git a/cad/items/Gasset_plate.py b/osdag_core/cad/items/Gasset_plate.py similarity index 98% rename from cad/items/Gasset_plate.py rename to osdag_core/cad/items/Gasset_plate.py index 580318d5d..3f17d95aa 100644 --- a/cad/items/Gasset_plate.py +++ b/osdag_core/cad/items/Gasset_plate.py @@ -5,7 +5,7 @@ ''' import numpy import math -from cad.items.ModelUtils import * +from .ModelUtils import * class GassetPlate(object): diff --git a/cad/items/ISection.py b/osdag_core/cad/items/ISection.py similarity index 97% rename from cad/items/ISection.py rename to osdag_core/cad/items/ISection.py index fcce2736a..0317a88c6 100644 --- a/cad/items/ISection.py +++ b/osdag_core/cad/items/ISection.py @@ -4,10 +4,9 @@ @author: deepa ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut -#from notch import Notch -from cad.items.notch import Notch +from .notch import Notch from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) """ @@ -98,7 +97,6 @@ def create_model(self): extrudeDir = self.length * self.wDir # extrudeDir is a numpy array prism = makePrismFromFace(aFace, extrudeDir) - if self.notchObj is not None: uDir = numpy.array([-1.0, 0.0, 0]) wDir = numpy.array([0.0, 1.0, 0.0]) @@ -132,7 +130,7 @@ def create_model(self): origin = numpy.array([0.,0.,0.]) uDir = numpy.array([1.,0.,0.]) - shaftDir = numpy.array([0.,0.,1.]) + shaftDir = numpy.array([0.,1.,0.]) ISec = ISection(B, T, D, t, R1, R2, alpha, length, notchObj) _place = ISec.place(origin, uDir, shaftDir) @@ -140,4 +138,4 @@ def create_model(self): prism = ISec.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cad/items/LapJointWelded.py b/osdag_core/cad/items/LapJointWelded.py new file mode 100644 index 000000000..5250f3820 --- /dev/null +++ b/osdag_core/cad/items/LapJointWelded.py @@ -0,0 +1,140 @@ +from ISection import ISection +from notch import Notch +from plate import Plate +from filletweld import FilletWeld +import sys +import math +import numpy +import time + +# OCC Imports +# from OCC.Display.backend import load_backend +# load_backend("pyside6") +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Ax1, gp_Dir, gp_Ax3 +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakePolygon, BRepBuilderAPI_MakeFace, BRepBuilderAPI_Transform, BRepBuilderAPI_MakeEdge, BRepBuilderAPI_MakeWire +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut +from OCC.Core.BRep import BRep_Builder +from OCC.Core.TopoDS import TopoDS_Compound +from OCC.Core.AIS import AIS_Shape +from OCC.Core.Quantity import Quantity_Color, Quantity_TOC_RGB +from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM +from OCC.Display.SimpleGui import init_display +from OCC.Core.StlAPI import StlAPI_Writer + +def translation_movement(x,y,z, model): + """ + This function is used to translate the model by a given vector + Args: + x: float + y: float + z: float + model: TopoDS_Shape + Returns: + model: TopoDS_Shape + """ + trsf = gp_Trsf() + translation_vector = gp_Vec(x, y, z) + trsf.SetTranslation(translation_vector) + model = BRepBuilderAPI_Transform(model, trsf).Shape() + return model + +def translation_rotation(angle, axis, model): + """ + This function is used to rotate the model by a given angle around a given axis + Args: + angle: float + axis: numpy array + model: TopoDS_Shape + Returns: + model: TopoDS_Shape + """ + trsf = gp_Trsf() + ax1 = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(float(axis[0]), float(axis[1]), float(axis[2]))) + trsf.SetRotation(ax1, math.radians(angle)) + model = BRepBuilderAPI_Transform(model, trsf).Shape() + return model + +def plate_model(origin, l, b, h): + """ + This function is used to create a plate model + Args: + origin: numpy array + l: float + b: float + h: float + Returns: + plate_shape: TopoDS_Shape + """ + plate_origin = origin + plate_uDir = numpy.array([0.,0.,1.]) + plate_wDir = numpy.array([0.,1.,0.]) + plate = Plate(l, b, h) + _place = plate.place(plate_origin, plate_uDir, plate_wDir) + plate_point = plate.compute_params() + plate_shape = plate.create_model() + return plate_shape + +def filletWeld_model(b, h, l): + """ + This function is used to create a fillet weld model + Args: + b: float + h: float + l: float + Returns: + prism: TopoDS_Shape + """ + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([0., 0., 1.]) + shaftDir = numpy.array([0., 1., 0.]) + FWeld = FilletWeld(b, h, l) + _place = FWeld.place(origin, uDir, shaftDir) + point = FWeld.compute_params() + prism = FWeld.create_model(0) + return prism + +#initialisation of the display method to display the 3D model +display, start_display, add_menu, add_function_to_menu = init_display() +display.set_bg_gradient_color([51, 51, 102], [150, 150, 170]) + +#input parameters +l=50 +b=40 +h=0.5 + +#calculation of the horizontal distance between the two plates +horizontal_distance = l/3 + +weld_height = h +weld_breadth = h + +print("-----------------------------------------------------------------------") +print("generating the model") +print("-----------------------------------------------------------------------") + +#creation of the plates +top_plate = plate_model(numpy.array([0, 0, 0]) , l, b, h) +bottom_plate = plate_model(numpy.array([-horizontal_distance, 0, -h]) , l, b, h) + +#fusion of the plates +lap_plate_model = BRepAlgoAPI_Fuse(bottom_plate, top_plate).Shape() + +#creation of the fillet weld model +fillet_weld_model1 = filletWeld_model(weld_height, weld_height, b) +fillet_weld_model1 = translation_rotation(90, numpy.array([0, 1, 0]), fillet_weld_model1) +fillet_weld_model1 = translation_movement((l/2)-horizontal_distance, 0, -weld_height/2, fillet_weld_model1) + +#creation of the second fillet weld model +fillet_weld_model2 = filletWeld_model(weld_height, weld_height, b) +fillet_weld_model2 = translation_rotation(-90, numpy.array([0, 1, 0]), fillet_weld_model2) +fillet_weld_model2 = translation_movement(-l/2, 0, -h/2, fillet_weld_model2) + +#fusion of the fillet weld models +weld_model = BRepAlgoAPI_Fuse(fillet_weld_model1, fillet_weld_model2).Shape() + +#displaying the model +display.DisplayShape(lap_plate_model,material=Graphic3d_NOM_ALUMINIUM, update=True) +display.DisplayShape(weld_model,color="red", update=True) + +start_display() \ No newline at end of file diff --git a/cad/items/ModelUtils.py b/osdag_core/cad/items/ModelUtils.py similarity index 100% rename from cad/items/ModelUtils.py rename to osdag_core/cad/items/ModelUtils.py diff --git a/design_type/group_design/__init__.py b/osdag_core/cad/items/__init__.py similarity index 100% rename from design_type/group_design/__init__.py rename to osdag_core/cad/items/__init__.py diff --git a/cad/items/anchor_bolt.py b/osdag_core/cad/items/anchor_bolt.py similarity index 98% rename from cad/items/anchor_bolt.py rename to osdag_core/cad/items/anchor_bolt.py index c7f077111..33884f575 100644 --- a/cad/items/anchor_bolt.py +++ b/osdag_core/cad/items/anchor_bolt.py @@ -5,7 +5,7 @@ ''' import numpy from numpy import sqrt, square -from cad.items.ModelUtils import * # getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire +from .ModelUtils import * # getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire import math from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeEdge, BRepBuilderAPI_MakeWire, BRepBuilderAPI_MakeFace diff --git a/cad/items/angle.py b/osdag_core/cad/items/angle.py similarity index 97% rename from cad/items/angle.py rename to osdag_core/cad/items/angle.py index 0931e7d0a..868aa11fa 100644 --- a/cad/items/angle.py +++ b/osdag_core/cad/items/angle.py @@ -6,7 +6,7 @@ ''' import numpy import math -from cad.items.ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ +from .ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ makeFaceFromWire, makePrismFromFace,makeEdgesFromPoints """ @@ -48,14 +48,12 @@ Created on 14-Oct-2015 @author: Deepa ''' -import numpy -import math from OCC.Core.BRepFilletAPI import BRepFilletAPI_MakeFillet from OCC.Core.GC import GC_MakeArcOfCircle from OCC.Core.TopExp import TopExp_Explorer from OCC.Core.TopoDS import topods from OCC.Core.TopAbs import TopAbs_EDGE -from cad.items.ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ +from .ModelUtils import getGpPt, make_edge, makeWireFromEdges, \ makeFaceFromWire, makePrismFromFace @@ -191,4 +189,4 @@ def create_model(self): prism = angle.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cad/items/bolt.py b/osdag_core/cad/items/bolt.py new file mode 100644 index 000000000..b4115a853 --- /dev/null +++ b/osdag_core/cad/items/bolt.py @@ -0,0 +1,174 @@ +''' +Created on 29-Nov-2014 + +@author: deepa +''' +import numpy +from .ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire +import math +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder +from OCC.Core.gp import gp_Ax2 +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse + + +class Bolt(object): + ''' + + a3 X-------------------+ a2 + X X|X + X X | X + X X | X + X X | X + X X | X + X X | X + X X 60 | X +a4 X XXXXXXXXXXXXXXXXX a1 + X X + X X + XX X + X X + X X + X X + X X + X-------------------X + a6 + a5 + + + ''' + + def __init__(self, R, T, H, r): + self.R = R + self.H = H + self.T = T + self.r = r + self.origin = None + self.uDir = None + self.shaftDir = None + self.vDir = None + self.a1 = None + self.a2 = None + self.a3 = None + self.a4 = None + self.a5 = None + self.a6 = None + self.points = [] + + def place(self, origin, uDir, shaftDir): + self.origin = origin + self.uDir = uDir + self.shaftDir = shaftDir + self.compute_params() + + def getPoint(self, theta): + theta = math.radians(theta) + point = self.origin + (self.R * math.cos(theta)) * self.uDir + (self.R * math.sin(theta)) * self.vDir + return point + + def compute_params(self): + self.vDir = numpy.cross(self.shaftDir, self.uDir) + self.a1 = self.getPoint(0) + self.a2 = self.getPoint(60) + self.a3 = self.getPoint(120) + self.a4 = self.getPoint(180) + self.a5 = self.getPoint(240) + self.a6 = self.getPoint(300) + self.points = [self.a1, self.a2, self.a3, self.a4, self.a5, self.a6] + + + def create_model(self): + # Standardize the key for caching: (R, T, H, r) + # We model the bolt at the origin (0,0,0) with shaft along Z+ (0,0,1) + + cache_key = (self.R, self.T, self.H, self.r) + + # Check if we already have this shape cached + if not hasattr(Bolt, "_shape_cache"): + Bolt._shape_cache = {} + + if cache_key in Bolt._shape_cache: + standard_shape = Bolt._shape_cache[cache_key] + else: + # Create the standard shape at Origin, Z+ + # Points for the hex head at Z=0, radius R + # Note: We need to re-compute points for the STANDARD position, + # ignoring self.origin/self.shaftDir for the mesh generation. + + std_uDir = numpy.array([1.0, 0.0, 0.0]) + std_shaftDir = numpy.array([0.0, 0.0, 1.0]) # +Z + std_vDir = numpy.array([0.0, 1.0, 0.0]) + + # Helper to get point for standard hex + def get_std_point(theta): + rad = math.radians(theta) + return numpy.array([0.,0.,0.]) + (self.R * math.cos(rad)) * std_uDir + (self.R * math.sin(rad)) * std_vDir + + a1 = get_std_point(0) + a2 = get_std_point(60) + a3 = get_std_point(120) + a4 = get_std_point(180) + a5 = get_std_point(240) + a6 = get_std_point(300) + + points = [a1, a2, a3, a4, a5, a6] + + edges = makeEdgesFromPoints(points) + wire = makeWireFromEdges(edges) + aFace = makeFaceFromWire(wire) + + # Extrude downwards (along -Z) for the head thickness T + extrudeDir = -self.T * std_shaftDir + boltHead = makePrismFromFace(aFace, extrudeDir) + + # Cylinder along +Z + boltCylinder = BRepPrimAPI_MakeCylinder(gp_Ax2(getGpPt(numpy.array([0.,0.,0.])), getGpDir(std_shaftDir)), self.r, self.H).Shape() + + standard_shape = BRepAlgoAPI_Fuse(boltHead, boltCylinder).Shape() + + # Cache it + Bolt._shape_cache[cache_key] = standard_shape + + # Now move the standard shape to the desired location + # 1. Create transformation from Standard (Origin, Z+) to Target (self.origin, self.shaftDir) + + from OCC.Core.gp import gp_Trsf, gp_Vec, gp_Ax3, gp_Dir, gp_Pnt + from OCC.Core.TopLoc import TopLoc_Location + + # Target System + # Origin: self.origin + # Direction: self.shaftDir + # XDirection: self.uDir + + target_ax3 = gp_Ax3(getGpPt(self.origin), getGpDir(self.shaftDir), getGpDir(self.uDir)) + standard_ax3 = gp_Ax3(gp_Pnt(0.,0.,0.), gp_Dir(0.,0.,1.), gp_Dir(1.,0.,0.)) + + trsf = gp_Trsf() + trsf.SetTransformation(target_ax3, standard_ax3) + + # Apply transformation + final_shape = standard_shape.Moved(TopLoc_Location(trsf)) + + return final_shape + +if __name__ == '__main__': + + from OCC.Display.SimpleGui import init_display + display, start_display, add_menu, add_function_to_menu = init_display() + + R = 8 + H = 10 + T = 5 + r = 3 + + origin = numpy.array([0.,0.,0.]) + uDir = numpy.array([1.,0.,0.]) + shaftDir = numpy.array([0.,0.,1.]) + + bolt = Bolt(R, T, H, r) + _place = bolt.place(origin, uDir, shaftDir) + # point = bolt.compute_params() # No longer needed for create_model with cache + prism = bolt.create_model() + display.DisplayShape(prism, update=True) + display.DisableAntiAliasing() + start_display() + diff --git a/cad/items/channel.py b/osdag_core/cad/items/channel.py similarity index 97% rename from cad/items/channel.py rename to osdag_core/cad/items/channel.py index 023e92a72..cb0ca5222 100644 --- a/cad/items/channel.py +++ b/osdag_core/cad/items/channel.py @@ -4,10 +4,9 @@ @author: Anand Swaroop ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut -#from notch import Notch -from cad.items.notch import Notch +from .notch import Notch """ @@ -114,7 +113,7 @@ def create_model(self): from OCC.Display.SimpleGui import init_display display, start_display, add_menu, add_function_to_menu = init_display() - + B = 20 T = 2 D = 40 @@ -131,4 +130,4 @@ def create_model(self): prism = channel.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/circular_hollow.py b/osdag_core/cad/items/circular_hollow.py similarity index 95% rename from cad/items/circular_hollow.py rename to osdag_core/cad/items/circular_hollow.py index 69b7eb37b..21c020fc0 100644 --- a/cad/items/circular_hollow.py +++ b/osdag_core/cad/items/circular_hollow.py @@ -1,6 +1,6 @@ import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder from OCC.Core.gp import gp_Dir, gp_Circ, gp_Ax2 from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut @@ -16,6 +16,7 @@ def __init__(self, r, T, H): self.uDir = numpy.array([1.0, 0, 0]) self.shaftDir = numpy.array([0.0, 0, 1.0]) self.vDir = self.shaftDir * self.uDir + self.compute_params() def place(self, sec_origin, uDir, shaftDir): self.sec_origin = sec_origin @@ -54,4 +55,4 @@ def create_model(self): prism = chollow.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/concrete.py b/osdag_core/cad/items/concrete.py similarity index 99% rename from cad/items/concrete.py rename to osdag_core/cad/items/concrete.py index 445a52dc2..ba9bbc2a8 100644 --- a/cad/items/concrete.py +++ b/osdag_core/cad/items/concrete.py @@ -4,7 +4,7 @@ @author: Anand Swaroop ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeWedge from OCC.Core.gp import gp_Dir, gp_Circ, gp_Ax2, gp_Ax1 from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse diff --git a/osdag_core/cad/items/double_angles.py b/osdag_core/cad/items/double_angles.py new file mode 100644 index 000000000..654d37797 --- /dev/null +++ b/osdag_core/cad/items/double_angles.py @@ -0,0 +1,259 @@ +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Fuse +from .angle import Angle +from .Gasset_plate import GassetPlate +import numpy + +class BackToBackAnglesWithGussetsSameSide: + def __init__(self, L, A, B, T, R1, R2, gusset_L, gusset_H, gusset_T, gusset_degree, spacing=2): + """ + Creates back-to-back angles with gusset plates automatically positioned at the ends + Args: + L: Length of the angle + A: Vertical leg length + B: Horizontal leg length + T: Thickness + R1, R2: Corner radii + gusset_L: Length of gusset plate + gusset_H: Height of gusset plate + gusset_T: Thickness of gusset plate + gusset_degree: Angle of gusset plate + spacing: Gap between angles + """ + self.angle1 = Angle(L, A, B, T, R1, R2) + self.angle2 = Angle(L, B, A, T, R1, R2) + self.gusset1 = GassetPlate(gusset_L, gusset_H, gusset_T, gusset_degree) + self.gusset2 = GassetPlate(gusset_L, gusset_H, gusset_T, gusset_degree) + self.spacing = spacing + + # Store dimensions for later use + self.L = L + self.A = A # Vertical leg length + self.B = B # Horizontal leg length + self.T = T # Angle thickness + self.gusset_L = gusset_L + self.gusset_H = gusset_H + self.gusset_T = gusset_T + + # Calculate Z-offsets based on angle length + # Position plates at the ends with a small margin + margin = gusset_L/2 # Adjust this value to fine-tune the end position + self.gusset1_offsets = numpy.array([0, 0, margin]) # At the start + self.gusset2_offsets = numpy.array([0, 0, L - margin]) # At the end + + # Base origin and directions + self.sec_origin = numpy.array([0, 0, 0]) + self.uDir = numpy.array([1.0, 0, 0]) + self.wDir = numpy.array([0.0, 0, 1.0]) + self.vDir = numpy.cross(self.wDir, self.uDir) + + def place(self, sec_origin, uDir, wDir): + """Places the angles and gusset plates with automatic end positioning""" + self.sec_origin = sec_origin + self.uDir = uDir + self.wDir = wDir + self.vDir = numpy.cross(self.wDir, self.uDir) + + self.sec_origin = sec_origin + self.uDir = uDir + self.wDir = wDir + self.vDir = numpy.cross(self.wDir, self.uDir) + + # Place first angle with offset to center on gusset + angle1_origin = self.sec_origin + rotated_uDir_angle1 = -self.vDir # Point the horizontal leg towards negative y + rotated_vDir_angle1 = -self.uDir # Adjust vertical direction accordingly + self.angle1.place(angle1_origin, rotated_uDir_angle1, self.wDir) + + # Place second angle with spacing + angle2_origin = angle1_origin + self.spacing * self.vDir + rotated_uDir = self.uDir + rotated_vDir = -self.vDir + self.angle2.place(angle2_origin, rotated_uDir, self.wDir) + + # Calculate center point between angles + center_point = self.sec_origin + (self.spacing / 2) * self.vDir + + # Place first gusset plate at the start + gusset1_origin = ( + center_point + + self.gusset1_offsets[0] * self.uDir # X offset (0) + + self.gusset1_offsets[1] * self.vDir # Y offset (0) + + self.gusset1_offsets[2] * self.wDir # Z offset (start position) + ) + gusset1_uDir = numpy.array([0, 0, 1.0]) + gusset1_wDir = numpy.array([0, -1.0, 0]) + self.gusset1.place(gusset1_origin, gusset1_uDir, gusset1_wDir) + + # Place second gusset plate at the end + gusset2_origin = ( + center_point + + self.gusset2_offsets[0] * self.uDir # X offset (0) + + self.gusset2_offsets[1] * self.vDir # Y offset (0) + + self.gusset2_offsets[2] * self.wDir # Z offset (end position) + ) + gusset2_uDir = numpy.array([0, 0, -1.0]) + gusset2_wDir = numpy.array([0, 1.0, 0]) + self.gusset2.place(gusset2_origin, gusset2_uDir, gusset2_wDir) + + + + def create_model(self): + """Creates the 3D model of back-to-back angles with gusset plates""" + # Create models + angle1_prism = self.angle1.create_model() + angle2_prism = self.angle2.create_model() + gusset1_prism = self.gusset1.create_model() + gusset2_prism = self.gusset2.create_model() + + # Combine all shapes + combined_angles = BRepAlgoAPI_Fuse(angle1_prism, angle2_prism).Shape() + combined_with_gusset1 = BRepAlgoAPI_Fuse(combined_angles, gusset1_prism).Shape() + final_shape = BRepAlgoAPI_Fuse(combined_with_gusset1, gusset2_prism).Shape() + + return final_shape + +class BackToBackAnglesWithGussetsOppSide: + def __init__(self, L, A, B, T, R1, R2, gusset_L, gusset_H, gusset_T, gusset_degree, spacing=2): + """ + Creates back-to-back angles with gusset plates automatically positioned at the ends and perfectly centered + Args: + L: Length of the angle + A: Vertical leg length + B: Horizontal leg length + T: Thickness + R1, R2: Corner radii + gusset_L: Length of gusset plate + gusset_H: Height of gusset plate (width of the shorter end) + gusset_T: Thickness of gusset plate + gusset_degree: Angle of gusset plate + spacing: Gap between angles (including both angle thicknesses) + """ + self.angle1 = Angle(L, A, B, T, R1, R2) + self.angle2 = Angle(L, B, A, T, R1, R2) + self.gusset1 = GassetPlate(gusset_L, gusset_H, gusset_T, gusset_degree) + self.gusset2 = GassetPlate(gusset_L, gusset_H, gusset_T, gusset_degree) + self.spacing = spacing + + # Store dimensions for later use + self.L = L + self.A = A # Vertical leg length + self.B = B # Horizontal leg length + self.T = T # Angle thickness + self.gusset_L = gusset_L + self.gusset_H = gusset_H + self.gusset_T = gusset_T + + # Calculate Z-offsets based on angle length + margin = gusset_L/2 + + # Calculate X offset to center the double angle on gusset plate width + x_offset = gusset_H/2 # Center of gusset plate width + + # Calculate Y offset for gusset plates + # For gusset1, we need to account for its forward growth by adding half its thickness + gusset1_y_offset = spacing/2 + gusset_T/2.0 + # For gusset2, we can use the center point since it grows backwards + gusset2_y_offset = spacing/2 - gusset_T/2.0 + + self.gusset1_offsets = numpy.array([x_offset, gusset1_y_offset, margin]) + self.gusset2_offsets = numpy.array([x_offset, gusset2_y_offset, L - margin]) + + # Base origin and directions + self.sec_origin = numpy.array([0, 0, 0]) + self.uDir = numpy.array([1.0, 0, 0]) + self.wDir = numpy.array([0.0, 0, 1.0]) + self.vDir = numpy.cross(self.wDir, self.uDir) + + def place(self, sec_origin, uDir, wDir): + """Places the angles and gusset plates with perfect centering on both axes""" + self.sec_origin = sec_origin + self.uDir = uDir + self.wDir = wDir + self.vDir = numpy.cross(self.wDir, self.uDir) + + # Calculate the offset needed to center angles on gusset plate + x_center_offset = (self.gusset_H - self.A)/2 + + # Place first angle with offset to center on gusset + angle1_origin = self.sec_origin + x_center_offset * self.uDir + rotated_uDir_angle1 = -self.vDir # Point the horizontal leg towards negative y + rotated_vDir_angle1 = -self.uDir # Adjust vertical direction accordingly + self.angle1.place(angle1_origin, rotated_uDir_angle1, self.wDir) + + # Place second angle with spacing + angle2_origin = angle1_origin + self.spacing * self.vDir + rotated_uDir = self.uDir + rotated_vDir = -self.vDir + self.angle2.place(angle2_origin, rotated_uDir, self.wDir) + + # Place first gusset plate + gusset1_origin = ( + self.sec_origin + + self.gusset1_offsets[0] * self.uDir # X offset (centered) + + self.gusset1_offsets[1] * self.vDir # Y offset (adjusted for forward growth) + + self.gusset1_offsets[2] * self.wDir # Z offset (start position) + ) + gusset1_uDir = numpy.array([0, 0, 1.0]) + gusset1_wDir = numpy.array([1.0, 0, 0]) + self.gusset1.place(gusset1_origin, gusset1_uDir, gusset1_wDir) + + # Place second gusset plate + gusset2_origin = ( + self.sec_origin + + self.gusset2_offsets[0] * self.uDir # X offset (centered) + + self.gusset2_offsets[1] * self.vDir # Y offset (at center point) + + self.gusset2_offsets[2] * self.wDir # Z offset (end position) + ) + gusset2_uDir = numpy.array([0, 0, -1.0]) + gusset2_wDir = numpy.array([1.0, 0, 0]) + self.gusset2.place(gusset2_origin, gusset2_uDir, gusset2_wDir) + + def create_model(self): + """Creates the 3D model of back-to-back angles with gusset plates""" + # Create models + angle1_prism = self.angle1.create_model() + angle2_prism = self.angle2.create_model() + gusset1_prism = self.gusset1.create_model() + gusset2_prism = self.gusset2.create_model() + + # Combine all shapes + angle1_with_gusset = BRepAlgoAPI_Fuse(angle1_prism, gusset1_prism).Shape() + angle2_with_gusset = BRepAlgoAPI_Fuse(angle2_prism, gusset2_prism).Shape() + final_shape = BRepAlgoAPI_Fuse(angle1_with_gusset, angle2_with_gusset).Shape() + + return final_shape + + + +if __name__ == '__main__': + from OCC.Display.SimpleGui import init_display + display, start_display, add_menu, add_function_to_menu = init_display() + + # Example dimensions for angles + L = 2000 # Length + A = 200 # Vertical leg length + B = 300 # Horizontal leg length + T = 18 # Thickness + R1 = 15 # Inner corner radius + R2 = 4.8 # Outer corner radius + spacing = 8 # Gap between angles + + # Example dimensions for gusset plates + gusset_L = 200 # Length + gusset_H = 200 # Height + gusset_T =8 # Thickness + gusset_degree = 30 # Angle in degrees + + # Create and display the assembly + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([1., 0., 0.]) + wDir = numpy.array([0., 0., 1.]) + + print("Creating back-to-back angles with symmetric gusset plates...") + assembly = BackToBackAnglesWithGussetsOppSide(L, A, B, T, R1, R2, gusset_L, gusset_H, gusset_T, gusset_degree, spacing) + assembly.place(origin, uDir, wDir) + shape = assembly.create_model() + display.DisplayShape(shape, update=True) + + display.DisableAntiAliasing() + start_display() diff --git a/osdag_core/cad/items/filletweld.py b/osdag_core/cad/items/filletweld.py new file mode 100644 index 000000000..9e3f30203 --- /dev/null +++ b/osdag_core/cad/items/filletweld.py @@ -0,0 +1,114 @@ +''' +Created on 27-May-2015 + +@author: deepa +modified : Darshan Vishwakarma (12-10-2020) +''' +import numpy +from .ModelUtils import getGpPt, makeEdgesFromPoints, makeWireFromEdges, makeFaceFromWire, makePrismFromFace +from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, + gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) +from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, + BRepBuilderAPI_MakeVertex, + BRepBuilderAPI_MakeWire, + BRepBuilderAPI_MakeFace, BRepBuilderAPI_MakeEdge2d, + BRepBuilderAPI_Transform) +from math import radians + +''' + + ^ a2 X + | | X + | | X + | | X + | | X + + | X + h | X + + | X + | | X + | | X + v a1 +-------------------X a3 + + + <------- b ---------> + + +''' +class FilletWeld(object): + + def __init__(self, b, h, L): + self.L = L + self.b = b + self.h = h + self.sec_origin = numpy.array([0, 0, 0]) + self.uDir = numpy.array([1.0, 0, 0]) + self.wDir = numpy.array([0.0, 0, 1.0]) + self.compute_params() + + def place(self, sec_origin, uDir, wDir): + self.sec_origin = sec_origin + self.uDir = uDir + self.wDir = wDir + self.compute_params() + + def compute_params(self): + self.vDir = numpy.cross(self.wDir, self.uDir) + self.a1 = self.sec_origin + self.a2 = self.sec_origin + self.b * self.uDir + self.a3 = self.sec_origin + self.h * self.vDir + self.points = [self.a1, self.a2, self.a3] + + def create_model(self,rotate_angle=None): + Pnt = getGpPt(self.sec_origin) + edges = makeEdgesFromPoints(self.points) + wire = makeWireFromEdges(edges) + aFace = makeFaceFromWire(wire) + extrudeDir = self.L * (self.wDir) # extrudeDir is a numpy array + if rotate_angle == None: + prism1 = makePrismFromFace(aFace, extrudeDir) + else: + prism = makePrismFromFace(aFace, extrudeDir) + trns = gp_Trsf() + angle = radians(rotate_angle) + from OCC.Core.gp import gp + trns.SetRotation(gp.OX(), angle) + brep_trns = BRepBuilderAPI_Transform(prism, trns, False) + brep_trns.Build() + prism1 = brep_trns.Shape() + + return prism1 + + def clone(self): + """ + Create a fresh instance of FilletWeld with the same parameters. + """ + return FilletWeld(self.b, self.h, self.L) + + +if __name__ == '__main__': + from OCC.Display.SimpleGui import init_display + + display, start_display, add_menu, add_function_to_menu = init_display() + from OCC.Core.gp import gp_Pnt + + b = 10 + h = 10 + L = 50 + + origin = numpy.array([0., 0., 0.]) + uDir = numpy.array([0., 0., 1.]) + shaftDir = numpy.array([0., 1., 0.]) + + FWeld = FilletWeld(b, h, L) + _place = FWeld.place(origin, uDir, shaftDir) + point = FWeld.compute_params() + prism = FWeld.create_model(45) + + Point = gp_Pnt(0.0, 0.0, 0.0) + display.DisplayMessage(Point, "Origin") + + + + display.DisplayShape(prism, update=True) + display.DisableAntiAliasing() + start_display() diff --git a/cad/items/groove_weld.py b/osdag_core/cad/items/groove_weld.py similarity index 94% rename from cad/items/groove_weld.py rename to osdag_core/cad/items/groove_weld.py index 9475f82c6..13d0af9e7 100644 --- a/cad/items/groove_weld.py +++ b/osdag_core/cad/items/groove_weld.py @@ -6,7 +6,7 @@ ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * ''' X---------------X @@ -73,6 +73,12 @@ def create_model(self): return prism + def clone(self): + """ + Create a fresh instance of GrooveWeld with the same parameters. + """ + return GrooveWeld(self.b, self.h, self.L) + if __name__ == '__main__': diff --git a/cad/items/grout.py b/osdag_core/cad/items/grout.py similarity index 95% rename from cad/items/grout.py rename to osdag_core/cad/items/grout.py index 8858b3522..109adee91 100644 --- a/cad/items/grout.py +++ b/osdag_core/cad/items/grout.py @@ -7,7 +7,7 @@ import numpy import copy from numpy import sqrt, square -from cad.items.ModelUtils import * # getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire +from .ModelUtils import * # getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire import math from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeEdge, BRepBuilderAPI_MakeWire, BRepBuilderAPI_MakeFace @@ -18,8 +18,8 @@ from OCC.Core.gp import gp_Ax1 from OCC.Core.BRepPrimAPI import * -from cad.items.plate import Plate -from cad.items.filletweld import FilletWeld +from .plate import Plate +from .filletweld import FilletWeld class Grout(object): diff --git a/cad/items/notch.py b/osdag_core/cad/items/notch.py similarity index 95% rename from cad/items/notch.py rename to osdag_core/cad/items/notch.py index 6e781cd97..dc62e5706 100644 --- a/cad/items/notch.py +++ b/osdag_core/cad/items/notch.py @@ -5,7 +5,7 @@ ''' from OCC.Core.gp import gp_Circ, gp_Ax2 import numpy -from cad.items.ModelUtils import make_edge, getGpPt, getGpDir, makeWireFromEdges, makeFaceFromWire, makePrismFromFace +from .ModelUtils import make_edge, getGpPt, getGpDir, makeWireFromEdges, makeFaceFromWire, makePrismFromFace ''' @@ -24,7 +24,7 @@ | XX X | X | XX | X | XX | X - v X XX-------------X + v X XX-------------X a9 a5 a4 <---------- width --------> @@ -62,7 +62,7 @@ def compute_params(self): self.b = self.sec_origin + (self.width / 2.0) * self.uDir + self.height * (-self.vDir) self.b2 = self.b + self.R1 * (-self.uDir) - self.d = self.sec_origin + (-self.width / 2.0) * self.uDir + self.d = self.sec_origin + (-self.width / 2.0) * self.uDir self.c1 = self.d + (self.height - self.R1) * (-self.vDir) self.o2 = self.c1 + self.R1 * self.uDir self.c = self.sec_origin + (self.width / 2.0) * (-self.uDir) + self.height * (-self.vDir) @@ -127,4 +127,4 @@ def create_model(self): prism = notch.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cad/items/nut.py b/osdag_core/cad/items/nut.py new file mode 100644 index 000000000..8225bacf9 --- /dev/null +++ b/osdag_core/cad/items/nut.py @@ -0,0 +1,150 @@ +''' +Created on 12-Dec-2014 +NUT COMMENT +@author: deepa +''' + +import math +import numpy +from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut +from .ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makePrismFromFace, makeFaceFromWire +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder +from OCC.Core.gp import gp_Ax2 + + +class Nut(object): + + ''' + a3 X-------------------+ a2 + X X|X + X X | X + X X | X + X X | X + X X | X + X X | X + X X 60 | X +a4 X XXXXXXXXXXXXXXXXX a1 + X X + X X + XX X + X X + X X + X X + X X + X-------------------X + a6 + a5 + + ''' + + def __init__(self, R, T, H, innerR1): + self.R = R + self.H = H + self.T = T + self.r1 = innerR1 + # self.r2 = outerR2 + self.sec_origin = numpy.array([0, 0, 0]) + self.uDir = numpy.array([1.0, 0, 0]) + self.wDir = numpy.array([0.0, 0, 1.0]) + self.compute_params() + + def place(self, sec_origin, uDir, wDir): + self.sec_origin = sec_origin + self.uDir = uDir + self.wDir = wDir + self.compute_params() + + def getPoint(self, theta): + theta = math.radians(theta) + point = self.sec_origin + (self.R * math.cos(theta)) * self.uDir + (self.R * math.sin(theta)) * self.vDir + return point + + def compute_params(self): + + self.vDir = numpy.cross(self.wDir, self.uDir) + self.a1 = self.getPoint(0) + self.a2 = self.getPoint(60) + self.a3 = self.getPoint(120) + self.a4 = self.getPoint(180) + self.a5 = self.getPoint(240) + self.a6 = self.getPoint(300) + self.points = [self.a1, self.a2, self.a3, self.a4, self.a5, self.a6] + + + def create_model(self): + # Standardize cache key + cache_key = (self.R, self.T, self.H, self.r1) + + if not hasattr(Nut, "_shape_cache"): + Nut._shape_cache = {} + + if cache_key in Nut._shape_cache: + standard_shape = Nut._shape_cache[cache_key] + else: + # Create standard nut at Origin, Z+ + std_uDir = numpy.array([1.0, 0.0, 0.0]) + std_wDir = numpy.array([0.0, 0.0, 1.0]) # +Z + std_vDir = numpy.array([0.0, 1.0, 0.0]) + + # Recompute points for standard hex + def get_std_point(theta): + rad = math.radians(theta) + return numpy.array([0.,0.,0.]) + (self.R * math.cos(rad)) * std_uDir + (self.R * math.sin(rad)) * std_vDir + + a1 = get_std_point(0) + a2 = get_std_point(60) + a3 = get_std_point(120) + a4 = get_std_point(180) + a5 = get_std_point(240) + a6 = get_std_point(300) + + points = [a1, a2, a3, a4, a5, a6] + + edges = makeEdgesFromPoints(points) + wire = makeWireFromEdges(edges) + aFace = makeFaceFromWire(wire) + + extrudeDir = self.T * std_wDir + prism = makePrismFromFace(aFace, extrudeDir) + + # Inner cylinder for hole + innerCyl = BRepPrimAPI_MakeCylinder(gp_Ax2(getGpPt(numpy.array([0.,0.,0.])), getGpDir(std_wDir)), self.r1, self.H).Shape() + + standard_shape = BRepAlgoAPI_Cut(prism, innerCyl).Shape() + Nut._shape_cache[cache_key] = standard_shape + + # Transform to location + from OCC.Core.gp import gp_Trsf, gp_Ax3, gp_Dir, gp_Pnt + from OCC.Core.TopLoc import TopLoc_Location + + target_ax3 = gp_Ax3(getGpPt(self.sec_origin), getGpDir(self.wDir), getGpDir(self.uDir)) + standard_ax3 = gp_Ax3(gp_Pnt(0.,0.,0.), gp_Dir(0.,0.,1.), gp_Dir(1.,0.,0.)) + + trsf = gp_Trsf() + trsf.SetTransformation(target_ax3, standard_ax3) + + return standard_shape.Moved(TopLoc_Location(trsf)) + + + +if __name__ == '__main__': + + from OCC.Display.SimpleGui import init_display + display, start_display, add_menu, add_function_to_menu = init_display() + + R = 10 + T = 8 + H = 10 + innerR1 = 5 + + origin = numpy.array([0.,0.,0.]) + uDir = numpy.array([1.,0.,0.]) + wDir = numpy.array([0.,0.,1.]) + + nut = Nut(R, T, H, innerR1) + _place = nut.place(origin, uDir, wDir) + point = nut.compute_params() + prism = nut.create_model() + display.DisplayShape(prism, update=True) + display.DisableAntiAliasing() + start_display() diff --git a/cad/items/plate.py b/osdag_core/cad/items/plate.py similarity index 98% rename from cad/items/plate.py rename to osdag_core/cad/items/plate.py index a63c40de3..a21bc257f 100644 --- a/cad/items/plate.py +++ b/osdag_core/cad/items/plate.py @@ -6,7 +6,7 @@ ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, @@ -125,4 +125,4 @@ def create_model(self,rotate_angle=None): prism = plate.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cad/items/purlin.py b/osdag_core/cad/items/purlin.py new file mode 100644 index 000000000..846aecea7 --- /dev/null +++ b/osdag_core/cad/items/purlin.py @@ -0,0 +1,70 @@ +from OCC.Core.BRepBuilderAPI import BRepBuilderAPI_MakeWire, BRepBuilderAPI_MakeFace, BRepBuilderAPI_Transform, BRepBuilderAPI_MakeEdge +from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakePrism +from OCC.Core.gp import gp_Pnt, gp_Vec, gp_Trsf, gp_Dir, gp_Ax1, gp_Pnt +from OCC.Core.TopoDS import TopoDS_Edge +from OCC.Display.SimpleGui import init_display +import math + +def create_c_section(length=1000, depth=200, flange_width=80, web_thickness=10, flange_thickness=10): + # Create points for the C-section profile (in Y-Z plane) + points = [ + gp_Pnt(0, 0, 0), # Bottom-left corner + gp_Pnt(0, 0, depth), # Top-left corner + gp_Pnt(0, -flange_width, depth), # Top-right of upper flange + gp_Pnt(0, -flange_width, depth-flange_thickness), # Bottom-right of upper flange + gp_Pnt(0, -web_thickness, depth-flange_thickness), # Top-right of web + gp_Pnt(0, -web_thickness, flange_thickness), # Bottom-right of web + gp_Pnt(0, -flange_width, flange_thickness), # Top-right of lower flange + gp_Pnt(0, -flange_width, 0), # Bottom-right of lower flange + ] + + # Create edges + edges = [] + for i in range(len(points)-1): + edge = BRepBuilderAPI_MakeEdge(points[i], points[i+1]).Edge() + edges.append(edge) + + # Close the profile + edge = BRepBuilderAPI_MakeEdge(points[-1], points[0]).Edge() + edges.append(edge) + + # Create wire from edges + wire_builder = BRepBuilderAPI_MakeWire() + for edge in edges: + wire_builder.Add(edge) + wire = wire_builder.Wire() + + # Create face from wire + face = BRepBuilderAPI_MakeFace(wire).Face() + + # Extrude along X-axis to create the beam + vec = gp_Vec(length, 0, 0) + beam = BRepPrimAPI_MakePrism(face, vec).Shape() + + # Create and apply the rotation transformation + trsf = gp_Trsf() + rotation_axis_z = gp_Ax1(gp_Pnt(0, 0, 0), gp_Dir(0, 0, 1)) + trsf.SetRotation(rotation_axis_z, math.pi/2) + beam_transformed = BRepBuilderAPI_Transform(beam, trsf).Shape() + + return beam_transformed + +def main(): + # Initialize display + display, start_display, add_menu, add_function_to_menu = init_display() + + # Create the C-section beam + beam = create_c_section() + + # Display the beam + display.DisplayShape(beam, update=True) + + # Set view + display.View_Iso() + display.FitAll() + + # Start the display + start_display() + +if __name__ == "__main__": + main() \ No newline at end of file diff --git a/cad/items/quarterCone.py b/osdag_core/cad/items/quarterCone.py similarity index 84% rename from cad/items/quarterCone.py rename to osdag_core/cad/items/quarterCone.py index 64b43a0ae..6f1d65238 100644 --- a/cad/items/quarterCone.py +++ b/osdag_core/cad/items/quarterCone.py @@ -1,14 +1,14 @@ import numpy, math -from cad.items.ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makeFaceFromWire +from .ModelUtils import getGpPt, getGpDir, makeEdgesFromPoints, makeWireFromEdges, makeFaceFromWire from OCC.Core.gp import gp_Ax1 from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeRevol ''' - - a3 - ----- X XX ^ - / X| XX | - / X | XX | + + a3 + ----- X XX ^ + / X| XX | + / X | XX | / X | XX | / X | XX | / X | XX b @@ -17,12 +17,12 @@ / X |__ 90 XX | / X | | X | / X X---------------------------X a1 V - / X X a2 X - / X X X + / X X a2 X + / X X X / X X X - / X X X + / X X X ----- XX <------------ b ------------> - + ''' @@ -77,4 +77,4 @@ def create_model(self): prism = QCone.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/rect_hollow.py b/osdag_core/cad/items/rect_hollow.py similarity index 95% rename from cad/items/rect_hollow.py rename to osdag_core/cad/items/rect_hollow.py index ccf70ad58..735e847aa 100644 --- a/cad/items/rect_hollow.py +++ b/osdag_core/cad/items/rect_hollow.py @@ -1,6 +1,6 @@ import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut @@ -16,6 +16,7 @@ def __init__(self, L, W, H, T): self.uDir = numpy.array([1.0, 0, 0]) self.wDir = numpy.array([0.0, 0, 1.0]) self.vDir = self.wDir * self.uDir + self.compute_params() def place(self, sec_origin, uDir, wDir): self.sec_origin = sec_origin @@ -55,4 +56,4 @@ def create_model(self): prism = rhollow.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/squre_hollow.py b/osdag_core/cad/items/squre_hollow.py similarity index 96% rename from cad/items/squre_hollow.py rename to osdag_core/cad/items/squre_hollow.py index 30ef2b587..26a2eeccc 100644 --- a/cad/items/squre_hollow.py +++ b/osdag_core/cad/items/squre_hollow.py @@ -1,6 +1,6 @@ import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeBox from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut @@ -53,4 +53,4 @@ def create_model(self): prism = shollow.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/stiffener.py b/osdag_core/cad/items/stiffener.py similarity index 96% rename from cad/items/stiffener.py rename to osdag_core/cad/items/stiffener.py index 1e754a16f..3adbe93fe 100644 --- a/cad/items/stiffener.py +++ b/osdag_core/cad/items/stiffener.py @@ -23,12 +23,12 @@ """ import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * class Stiffener_CAD(object): def __init__(self, Hst, Lst, Tst): """ - :param Hst: Height of stiffener + :param Hst: Height of stiffener :param Lst: Length of stiffener :param Tst: Thickness of stiffener """ @@ -43,7 +43,7 @@ def __init__(self, Hst, Lst, Tst): def place(self, sec_origin, uDir, wDir): """ - :param sec_origin: Section origin as mentioned above in figure + :param sec_origin: Section origin as mentioned above in figure :param uDir: Directional component in X -direction :param wDir: Directional component in Z -direction :return: Vertices of stiffener @@ -95,4 +95,4 @@ def create_model(self): prism = stiffener.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/stiffener_flange.py b/osdag_core/cad/items/stiffener_flange.py similarity index 94% rename from cad/items/stiffener_flange.py rename to osdag_core/cad/items/stiffener_flange.py index 9adb88c14..6f0eb6489 100644 --- a/cad/items/stiffener_flange.py +++ b/osdag_core/cad/items/stiffener_flange.py @@ -1,11 +1,11 @@ import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut, BRepAlgoAPI_Fuse class Stiffener_flange(object): def __init__(self, H, L, T, t_f, L_h, L_v, to_left=True): - + self.H = H self.L = L self.T = T @@ -22,14 +22,14 @@ def __init__(self, H, L, T, t_f, L_h, L_v, to_left=True): self.compute_params() def place(self, sec_origin, uDir, wDir): - + self.sec_origin = sec_origin self.uDir = uDir self.wDir = wDir self.compute_params() def compute_params(self): - + self.vDir = numpy.cross(self.wDir, self.uDir) # Cross product of vector wDir and uDir self.a1 = self.sec_origin + self.H * self.wDir self.a2 = self.a1 + self.L_h * self.uDir @@ -41,15 +41,15 @@ def compute_params(self): self.b1 = self.sec_origin self.b2 = self.sec_origin + (self.T - self.t) * self.vDir - 0.001 * self.vDir self.b3 = self.sec_origin + self.t_l * self.uDir - self.points2 = [self.b1, self.b2, self.b3] + self.points2 = [self.b1, self.b2, self.b3] self.c1 = self.sec_origin + self.T * self.vDir self.c2 = self.c1 + (self.t - self.T) * self.vDir - 0.01 * self.vDir self.c3 = self.c1 + self.t_l * self.uDir - self.points3 = [self.c1, self.c2, self.c3] + self.points3 = [self.c1, self.c2, self.c3] def create_model(self): - + edges = makeEdgesFromPoints(self.points) wire = makeWireFromEdges(edges) aFace = makeFaceFromWire(wire) @@ -100,4 +100,4 @@ def create_model(self): prism = stiffener.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/stiffener_plate.py b/osdag_core/cad/items/stiffener_plate.py similarity index 93% rename from cad/items/stiffener_plate.py rename to osdag_core/cad/items/stiffener_plate.py index acbaf22f3..6f8b5e360 100644 --- a/cad/items/stiffener_plate.py +++ b/osdag_core/cad/items/stiffener_plate.py @@ -5,7 +5,7 @@ ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.gp import (gp_Vec, gp_Pnt, gp_Trsf, gp_OX, gp_OY, gp_OZ, gp_XYZ, gp_Ax2, gp_Dir, gp_GTrsf, gp_Mat) from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeEdge, @@ -121,11 +121,22 @@ def create_model(self, rotate_angle=None): return prism1 + def clone(self): + """ + Create a fresh instance of StiffenerPlate with the same parameters. + This avoids issues with shallow copying or shared numpy arrays/OCC pointers. + """ + return StiffenerPlate(self.L, self.W, self.T, + self.L11, self.L12, + self.R11, self.R12, + self.R21, self.R22, + self.L21, self.L22) + if __name__ == '__main__': from OCC.Display.SimpleGui import init_display display, start_display, add_menu, add_function_to_menu = init_display() - + L = 10 W = 10 T = 1 diff --git a/cad/items/testgrout.py b/osdag_core/cad/items/testgrout.py similarity index 96% rename from cad/items/testgrout.py rename to osdag_core/cad/items/testgrout.py index c2ae2e43f..57806bb66 100644 --- a/cad/items/testgrout.py +++ b/osdag_core/cad/items/testgrout.py @@ -384,24 +384,24 @@ def get_models(self): if __name__ == '__main__': - from cad.items.bolt import Bolt - from cad.items.nut import Nut - from cad.items.plate import Plate - from cad.items.ISection import ISection - from cad.items.filletweld import FilletWeld - from cad.items.groove_weld import GrooveWeld - from cad.items.concrete import Concrete + from .bolt import Bolt + from .nut import Nut + from .plate import Plate + from .ISection import ISection + from .filletweld import FilletWeld + from .groove_weld import GrooveWeld + from .concrete import Concrete from cad.BasePlateCad.nutBoltPlacement import NutBoltArray - from cad.items.anchor_bolt import * - from cad.items.nut import Nut - from cad.items.stiffener_plate import StiffenerPlate - from cad.items.concrete import Concrete - from cad.items.grout import Grout + from .anchor_bolt import * + from .nut import Nut + from .stiffener_plate import StiffenerPlate + from .concrete import Concrete + from .grout import Grout import OCC.Core.V3d from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1 - from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM - from utilities import osdag_display_shape + from OCC.Core.Graphic3d import Graphic3d_NOM_ALUMINIUM + from ...utilities import osdag_display_shape # from cad.common_logic import CommonDesignLogic # from OCC.Core.Graphic3d import Quantity_NOC_GRAY as GRAY diff --git a/cad/items/washer.py b/osdag_core/cad/items/washer.py similarity index 98% rename from cad/items/washer.py rename to osdag_core/cad/items/washer.py index 4f63a3750..630e5a4ec 100644 --- a/cad/items/washer.py +++ b/osdag_core/cad/items/washer.py @@ -5,7 +5,7 @@ @author: deepa ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * from OCC.Core.BRepAlgoAPI import BRepAlgoAPI_Cut from OCC.Core.BRepPrimAPI import BRepPrimAPI_MakeCylinder from OCC.Core.gp import gp_Ax2 @@ -115,4 +115,4 @@ def create_model(self): display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/cad/items/weld.py b/osdag_core/cad/items/weld.py similarity index 92% rename from cad/items/weld.py rename to osdag_core/cad/items/weld.py index a3a524bd7..17ed99b93 100644 --- a/cad/items/weld.py +++ b/osdag_core/cad/items/weld.py @@ -4,7 +4,7 @@ @author: deepa ''' import numpy -from cad.items.ModelUtils import * +from .ModelUtils import * ''' @@ -42,41 +42,41 @@ ''' class Weld(object): - - def __init__(self, L, W, T): + + def __init__(self, L, W, T): self.L = L - self.W = W + self.W = W self.T = T self.sec_origin = numpy.array([0, 0, 0]) self.uDir = numpy.array([1.0, 0, 0]) self.wDir = numpy.array([0.0, 0, 1.0]) self.compute_params() - + def place(self, sec_origin, uDir, wDir): self.sec_origin = sec_origin self.uDir = uDir - self.wDir = wDir + self.wDir = wDir self.compute_params() - + def compute_params(self): self.vDir = numpy.cross(self.wDir, self.uDir) self.a1 = self.sec_origin + (self.W / 2.0) * self.uDir + (self.L / 2.0) * self.vDir - self.a2 = self.sec_origin + (-self.W / 2.0) * self.uDir + (self.L / 2.0) * self.vDir + self.a2 = self.sec_origin + (-self.W / 2.0) * self.uDir + (self.L / 2.0) * self.vDir self.a3 = self.sec_origin + (-self.W / 2.0) * self.uDir + (-self.L / 2.0) * self.vDir self.a4 = self.sec_origin + (self.W / 2.0) * self.uDir + (-self.L / 2.0) * self.vDir self.points = [self.a1, self.a2, self.a3, self.a4] - - + + def create_model(self): edges = makeEdgesFromPoints(self.points) wire = makeWireFromEdges(edges) aFace = makeFaceFromWire(wire) extrudeDir = self.T * self.wDir # extrudeDir is a numpy array prism = makePrismFromFace(aFace, extrudeDir) - + return prism - - + + if __name__ == '__main__': from OCC.Display.SimpleGui import init_display @@ -96,4 +96,4 @@ def create_model(self): prism = weld.create_model() display.DisplayShape(prism, update=True) display.DisableAntiAliasing() - start_display() \ No newline at end of file + start_display() diff --git a/osdag_core/cli.py b/osdag_core/cli.py new file mode 100644 index 000000000..9ddac5cb4 --- /dev/null +++ b/osdag_core/cli.py @@ -0,0 +1,260 @@ +from osdag_core.design_type.connection.fin_plate_connection import FinPlateConnection +from osdag_core.design_type.connection.cleat_angle_connection import CleatAngleConnection +from osdag_core.design_type.connection.seated_angle_connection import SeatedAngleConnection +# from osdag_core.design_type.connection.end_plate_connection import EndPlateConnection +from osdag_core.design_type.connection.header_plate_connection import HeaderPlateConnection +from osdag_core.design_type.connection.base_plate_connection import BasePlateConnection +from osdag_core.design_type.connection.beam_cover_plate import BeamCoverPlate +from osdag_core.design_type.connection.beam_cover_plate_weld import BeamCoverPlateWeld +from osdag_core.design_type.connection.column_cover_plate_weld import ColumnCoverPlateWeld +from osdag_core.design_type.tension_member.tension_bolted import Tension_bolted +from osdag_core.design_type.tension_member.tension_welded import Tension_welded +from osdag_core.design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice +from osdag_core.design_type.connection.beam_column_end_plate import BeamColumnEndPlate +from osdag_core.design_type.connection.column_cover_plate import ColumnCoverPlate +from osdag_core.design_type.connection.column_end_plate import ColumnEndPlate +from osdag_core.design_type.compression_member.compression_welded import Compression_welded +from osdag_core.design_type.compression_member.compression_bolted import Compression_bolted +from osdag_core.design_type.compression_member.compression_column import ColumnDesign +from osdag_core.design_type.main import Main +from osdag_core.Common import TYPE_TEXTBOX, TYPE_OUT_BUTTON +from osdag_core.Common import ( + # Shear Connection + KEY_DISP_FINPLATE, + # KEY_DISP_ENDPLATE, + KEY_DISP_HEADERPLATE + KEY_DISP_CLEATANGLE, + KEY_DISP_SEATED_ANGLE, + + # Base Plate Connection + KEY_DISP_BASE_PLATE, + + # Moment Connection + KEY_DISP_BEAMCOVERPLATE, + KEY_DISP_COLUMNCOVERPLATE, + KEY_DISP_BEAMCOVERPLATEWELD, + KEY_DISP_COLUMNCOVERPLATEWELD, + KEY_DISP_BB_EP_SPLICE, + KEY_DISP_COLUMNENDPLATE, + KEY_DISP_BCENDPLATE, + + # Tension Member + KEY_DISP_TENSION_BOLTED, + KEY_DISP_TENSION_WELDED, + + # Compression Member + KEY_DISP_COMPRESSION_COLUMN, + KEY_DISP_STRUT_BOLTED_END_GUSSET, + KEY_DISP_STRUT_WELDED_END_GUSSET +) + + +available_modules = { + KEY_DISP_BASE_PLATE:BasePlateConnection, + KEY_DISP_BEAMCOVERPLATE:BeamCoverPlate, + KEY_DISP_CLEATANGLE:CleatAngleConnection, + KEY_DISP_COLUMNCOVERPLATE:ColumnCoverPlate, + KEY_DISP_COLUMNENDPLATE:ColumnEndPlate, + # KEY_DISP_ENDPLATE:EndPlateConnection, + KEY_DISP_HEADERPLATE:HeaderPlateConnection, + KEY_DISP_FINPLATE:FinPlateConnection, + KEY_DISP_SEATED_ANGLE:SeatedAngleConnection, + KEY_DISP_TENSION_BOLTED:Tension_bolted, + KEY_DISP_TENSION_WELDED:Tension_welded, + KEY_DISP_BEAMCOVERPLATEWELD:BeamCoverPlateWeld, + KEY_DISP_COLUMNCOVERPLATEWELD:ColumnCoverPlateWeld, + KEY_DISP_BB_EP_SPLICE:BeamBeamEndPlateSplice, + KEY_DISP_BCENDPLATE:BeamColumnEndPlate, + KEY_DISP_STRUT_BOLTED_END_GUSSET:Compression_bolted, + KEY_DISP_STRUT_WELDED_END_GUSSET:Compression_welded, + KEY_DISP_COMPRESSION_COLUMN:ColumnDesign +} + +from pathlib import Path +import yaml, click, platform, os +import pandas as pd + +def _print_result(out_dict:dict): + print("="*100) + print("--Design Results--\n") + for key, value in out_dict.items(): + print(f"|| {key}: {value}") + print("="*100) + +def _get_design_dictionary(osi_path:Path) -> dict: + """return the design dictionary from an OSI file.""" + with open(osi_path, 'r') as file: + return yaml.safe_load(file) + +def _get_output_dictionary(module:Main) -> dict: + """return the output dictionary for the design""" + status = module.design_status + out_list = module.output_values(status) + out_dict = {"Parameter": "Value"} + for option in out_list: + if option[0] is not None and option[2] == TYPE_TEXTBOX: + out_dict[option[0]] = option[3] + if option[2] == TYPE_OUT_BUTTON: + tup = option[3] + fn = tup[1] + for item in fn(status): + lable = item[0] + value = item[3] + if lable!=None and value!=None: + out_dict[lable] = value + return out_dict + + +def _generate_csv(output_dictionary:dict, output_file:str): + """save the output dictionary to a csv file""" + df = pd.DataFrame(output_dictionary.items()) + df.to_csv(output_file, index=False, header=None) + +def _generate_report(module:Main, output_file:Path): + """generate pdf and tex report file for the output dictionary.""" + popup_summary = { + 'ProfileSummary': { + 'CompanyName': 'LoremIpsum', + 'CompanyLogo': '', + 'Group/TeamName': 'LoremIpsum', + 'Designer': 'LoremIpsum' + }, + 'ProjectTitle': 'Fossee', + 'Subtitle': '', + 'JobNumber': '123', + 'AdditionalComments': 'No comments', + 'Client': 'LoremIpsum', + 'filename': f'{output_file}', + 'does_design_exist': True, + 'logger_messages': '' + } + module.save_design(popup_summary) + +def _get_documents_folder() -> Path: + """Get the user's Documents folder path.""" + system = platform.system() + + if system == "Windows": + return Path(os.environ["USERPROFILE"]) / "Documents" + + elif system == "Darwin": # macOS + return Path.home() / "Documents" + + else: # Linux + # Most Linux systems follow the XDG standard + xdg = os.environ.get("XDG_DOCUMENTS_DIR") + if xdg: + return Path(os.path.expandvars(xdg)) + return Path.home() / "Documents" + +def _is_in_current_user(path: str | Path) -> bool: + """Check if the OSdag is running in the current user's directory.""" + path = Path(path).expanduser().resolve() + home = Path.home().resolve() + + # Check if the given path starts with the home directory + try: + path.relative_to(home) + return True + except ValueError: + return False + + +def run_module(*args, **kargs) -> dict: + """Run the module specified in the OSI file located at osi_path.""" + osi_path = kargs["input_path"] if len(kargs) > 0 else None + op_type = kargs["op_type"] if len(kargs) > 1 else "print_result" + output_path = kargs["output_path"] if len(kargs) > 2 else None + + result = { + "success": False, + "operation": op_type, + "input": str(osi_path) if osi_path else None, + "output": None, + "data": None, + "errors": [], + } + + if osi_path is None: + result["errors"].append("No input file provided.") + # print(result) + return result + + osi_path = Path(osi_path) if osi_path else None + output_path = Path(output_path) if output_path else None + if not osi_path.exists(): + result["errors"].append(f"File not found: {osi_path}") + # print(result) + return result + + design_dict = _get_design_dictionary(osi_path) + module_name = design_dict.get("Module") + if not module_name: + result["errors"].append("Module not specified.") + # print(result) + return result + + module_class = available_modules.get(module_name) + if not module_class: + result["errors"].append(f"Not a valid module class: {module_name}") + # print(result) + return result + module = module_class() + + input_filename = osi_path.stem + output_filename = output_path.stem if output_path else None + if not output_path: + output_folder_path = _get_documents_folder() / "Osdag Outputs" / f"{module_class.__name__}" + else: + if not _is_in_current_user(output_path): + result["errors"].append("Output path must be within the current user's directory.") + # print(result) + return result + output_folder_path = output_path.parent / f"{module_class.__name__}" + output_folder_path.mkdir(parents=True, exist_ok=True) + output_file = output_folder_path / f"{output_filename if output_filename else input_filename}" + + module.set_osdaglogger(None, None) + val_errors = module.func_for_validation(design_dict) + + if val_errors: + result["errors"].extend(val_errors) + # print(result) + return result + + out_dict = _get_output_dictionary(module) + result["data"] = out_dict + if op_type == "save_csv": + try: + output_file = output_file.with_suffix('.csv') + _generate_csv(out_dict, str(output_file)) + result["success"] = True + result["output"] = str(output_folder_path) + except Exception as e: + result["success"] = False + result["errors"].append(f"Failed to save CSV: {e}") + + elif op_type == "generate_report": + try: + _generate_report(module, output_file) + result["success"] = True + result["output"] = str(output_folder_path) + except Exception as e: + result["success"] = False + result["errors"].append(f"Failed to save Report: {e}") + + elif op_type == "print_result": + try: + result["success"] = True + click.echo(_print_result(out_dict=out_dict)) + except Exception as e: + result["success"] = False + result["errors"].append(f"Failed to get result: {e}") + + else: + result["errors"].append(f"Unsupported op_type: {op_type}") + + if len(result["errors"]) > 0: + print(result["errors"]) + + return result diff --git a/osdag_core/custom_logger.py b/osdag_core/custom_logger.py new file mode 100644 index 000000000..c078489de --- /dev/null +++ b/osdag_core/custom_logger.py @@ -0,0 +1,54 @@ +import logging + +class CustomLogger(logging.Logger): + def __init__(self, name, level=logging.NOTSET): + super().__init__(name, level) + self.logs = [] # Variable for osdag-web + + def _store(self, level_name: str, msg: str, *args, **kwargs): + """Helper to store log messages in the list""" + # Handle both % formatting and .format() style + try: + formatted_msg = str(msg) % args if args else str(msg) + except (TypeError, ValueError): + # Fallback if formatting fails + formatted_msg = str(msg) + + self.logs.append({ + "message": formatted_msg, + "type": level_name.lower(), + "timestamp": self.getCurrentTime() + }) + + def getCurrentTime(self): + """Get current timestamp for logging""" + import datetime + return datetime.datetime.now().strftime('%Y-%m-%d %H:%M:%S') + + def info(self, msg, *args, **kwargs): + self._store("INFO", msg, *args, **kwargs) + super().info(msg, *args, **kwargs) + + def error(self, msg, *args, **kwargs): + self._store("ERROR", msg, *args, **kwargs) + super().error(msg, *args, **kwargs) + + def debug(self, msg, *args, **kwargs): + self._store("DEBUG", msg, *args, **kwargs) + super().debug(msg, *args, **kwargs) + + def warning(self, msg, *args, **kwargs): + self._store("WARNING", msg, *args, **kwargs) + super().warning(msg, *args, **kwargs) + + def critical(self, msg, *args, **kwargs): + self._store("CRITICAL", msg, *args, **kwargs) + super().critical(msg, *args, **kwargs) + + def get_logs(self): + """Method to retrieve stored logs""" + return self.logs + + def clear_logs(self): + """Method to clear stored logs""" + self.logs.clear() \ No newline at end of file diff --git a/ResourceFiles/Database/Intg_osdag.sql b/osdag_core/data/ResourceFiles/Database/Intg_osdag.sql similarity index 100% rename from ResourceFiles/Database/Intg_osdag.sql rename to osdag_core/data/ResourceFiles/Database/Intg_osdag.sql diff --git a/ResourceFiles/Database/Intg_osdag.sqlite b/osdag_core/data/ResourceFiles/Database/Intg_osdag.sqlite similarity index 84% rename from ResourceFiles/Database/Intg_osdag.sqlite rename to osdag_core/data/ResourceFiles/Database/Intg_osdag.sqlite index b64ea3267..a982118c1 100644 Binary files a/ResourceFiles/Database/Intg_osdag.sqlite and b/osdag_core/data/ResourceFiles/Database/Intg_osdag.sqlite differ diff --git a/osdag_core/data/ResourceFiles/Database/__init__.py b/osdag_core/data/ResourceFiles/Database/__init__.py new file mode 100644 index 000000000..8b1378917 --- /dev/null +++ b/osdag_core/data/ResourceFiles/Database/__init__.py @@ -0,0 +1 @@ + diff --git a/ResourceFiles/Database/postgres_Intg_osdag.sql b/osdag_core/data/ResourceFiles/Database/postgres_Intg_osdag.sql similarity index 99% rename from ResourceFiles/Database/postgres_Intg_osdag.sql rename to osdag_core/data/ResourceFiles/Database/postgres_Intg_osdag.sql index 36d14de7f..bf54cdd45 100644 --- a/ResourceFiles/Database/postgres_Intg_osdag.sql +++ b/osdag_core/data/ResourceFiles/Database/postgres_Intg_osdag.sql @@ -1,3 +1,4 @@ + /* PRAGMA foreign_keys=OFF; */ /* diff --git a/ResourceFiles/Database/precision.awk b/osdag_core/data/ResourceFiles/Database/precision.awk similarity index 100% rename from ResourceFiles/Database/precision.awk rename to osdag_core/data/ResourceFiles/Database/precision.awk diff --git a/osdag_core/data/ResourceFiles/__init__.py b/osdag_core/data/ResourceFiles/__init__.py new file mode 100644 index 000000000..8b1378917 --- /dev/null +++ b/osdag_core/data/ResourceFiles/__init__.py @@ -0,0 +1 @@ + diff --git a/ResourceFiles/design_example/EP-1.osi b/osdag_core/data/ResourceFiles/design_example/EP-1.osi similarity index 100% rename from ResourceFiles/design_example/EP-1.osi rename to osdag_core/data/ResourceFiles/design_example/EP-1.osi diff --git a/ResourceFiles/design_example/EP-2.osi b/osdag_core/data/ResourceFiles/design_example/EP-2.osi similarity index 100% rename from ResourceFiles/design_example/EP-2.osi rename to osdag_core/data/ResourceFiles/design_example/EP-2.osi diff --git a/ResourceFiles/design_example/EP-3.osi b/osdag_core/data/ResourceFiles/design_example/EP-3.osi similarity index 100% rename from ResourceFiles/design_example/EP-3.osi rename to osdag_core/data/ResourceFiles/design_example/EP-3.osi diff --git a/ResourceFiles/design_example/EP-4.osi b/osdag_core/data/ResourceFiles/design_example/EP-4.osi similarity index 100% rename from ResourceFiles/design_example/EP-4.osi rename to osdag_core/data/ResourceFiles/design_example/EP-4.osi diff --git a/ResourceFiles/design_example/EP-5.osi b/osdag_core/data/ResourceFiles/design_example/EP-5.osi similarity index 100% rename from ResourceFiles/design_example/EP-5.osi rename to osdag_core/data/ResourceFiles/design_example/EP-5.osi diff --git a/ResourceFiles/design_example/SA-1.osi b/osdag_core/data/ResourceFiles/design_example/SA-1.osi similarity index 100% rename from ResourceFiles/design_example/SA-1.osi rename to osdag_core/data/ResourceFiles/design_example/SA-1.osi diff --git a/ResourceFiles/design_example/SA-2.osi b/osdag_core/data/ResourceFiles/design_example/SA-2.osi similarity index 100% rename from ResourceFiles/design_example/SA-2.osi rename to osdag_core/data/ResourceFiles/design_example/SA-2.osi diff --git a/ResourceFiles/design_example/SA-3.osi b/osdag_core/data/ResourceFiles/design_example/SA-3.osi similarity index 100% rename from ResourceFiles/design_example/SA-3.osi rename to osdag_core/data/ResourceFiles/design_example/SA-3.osi diff --git a/ResourceFiles/design_example/SA-4.osi b/osdag_core/data/ResourceFiles/design_example/SA-4.osi similarity index 100% rename from ResourceFiles/design_example/SA-4.osi rename to osdag_core/data/ResourceFiles/design_example/SA-4.osi diff --git a/ResourceFiles/design_example/SA-5.osi b/osdag_core/data/ResourceFiles/design_example/SA-5.osi similarity index 100% rename from ResourceFiles/design_example/SA-5.osi rename to osdag_core/data/ResourceFiles/design_example/SA-5.osi diff --git a/osdag_core/data/ResourceFiles/design_example/_build/html/index.html b/osdag_core/data/ResourceFiles/design_example/_build/html/index.html new file mode 100644 index 000000000..b9d72c50b --- /dev/null +++ b/osdag_core/data/ResourceFiles/design_example/_build/html/index.html @@ -0,0 +1,475 @@ + + + + + + + + + + + + + + + +
    + + + + + + + + Welcome to Osdag help! ā€” Main Home | Help_Design_Examples 2017.06.0.2 documentation + + + + + + + + + + + + +
    +
    +
    +
    + + _images/website_header.png +
    +

    Welcome to Osdag help!Ā¶

    +

    Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PySide, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Osdag team at IIT Bombay.

    +

    This beta version of Osdag contains four shear connection modules.

    +

    The example OSI files can be loaded using the File -> Load input option of the appropriate connection module.

    +
    +

    Osdag Homepage.Ā¶

    +
    +
    +

    1. ConnectionsĀ¶

    +
    +

    1.1. Shear ConnectionĀ¶

    +
    +

    1.1.1. Fin Plate ConnectionĀ¶

    +

    1.1.1.1 Column Flange-Beam Web (CFBW) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of grade 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.1.1.1.pdf.

    +

    Example_1.1.1.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of grade 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.1.1.2.pdf.

    +

    Example_1.1.1.1.2.osi.

    +
    +

    1.1.1.2. Column Web-Beam Web (CWBW) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.1.2.1.pdf.

    +

    Example_1.1.1.2.1.osi.

    +

    Sample problem 2

    +
    +
    Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of grade 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive.
    +

    Download:

    +

    DesignReport_1.1.1.2.2.pdf.

    +

    Example_1.1.1.2.2.osi.

    +
    +

    1.1.1.3. Beam-Beam (BB) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of grade 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.1.3.1.pdf.

    +

    Example_1.1.1.3.1.osi.

    +

    Sample problem 2

    +
    +
    Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.1.3.2.pdf.

    +

    Example_1.1.1.3.2.osi.

    +
    +
    +
    +

    1.1.2. End Plate ConnectionĀ¶

    +

    1.1.2.1. Column Flange-Beam Web (CFBW) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of grade 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.1.1.pdf.

    +

    Example_1.1.2.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of grade 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.1.2.pdf.

    +

    Example_1.1.2.1.2.osi.

    +
    +

    1.1.2.2. Column Web-Beam Web (CWBW) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of grade 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.2.1.pdf.

    +

    Example_1.1.2.2.1.osi.

    +

    Sample problem 2

    +
    +
    Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of grade 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.2.2.pdf.

    +

    Example_1.1.2.2.2.osi.

    +
    +

    1.1.2.3. Beam-Beam (BB) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of grade 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.3.1.pdf.

    +

    Example_1.1.2.3.1.osi.

    +

    Sample problem 2

    +
    +
    Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.2.3.2.pdf.

    +

    Example_1.1.2.3.2.osi.

    +
    +
    +
    +

    1.1.3. Cleat Angle ConnectionĀ¶

    +

    1.1.3.1. Column Flange-Beam Web (CFBW) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.3.1.1.pdf.

    +

    Example_1.1.3.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of grade 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive.
    +

    Download:

    +

    DesignReport_1.1.3.1.2.pdf.

    +

    Example_1.1.3.1.2.osi.

    +
    +
    +
    1.1.3.2. Column Web-Beam Web (CWBW) connectivity
    +

    Sample problem 1

    +
    +
    Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of grade 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm.
    +

    Download:

    +

    DesignReport_1.1.3.2.1.pdf.

    +

    Example_1.1.3.2.1.osi.

    +

    Sample problem 2

    +
    +
    Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of grade 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive.
    +

    Download:

    +

    DesignReport_1.1.3.2.2.pdf.

    +

    Example_1.1.3.2.2.osi.

    +
    +
    +

    1.1.3.3. Beam-Beam (BB) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of grade 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.3.3.1.pdf.

    +

    Example_1.1.3.3.1.osi.

    +

    Sample problem 2

    +
    +
    Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm.
    +

    Download:

    +

    DesignReport_1.1.3.3.2.pdf.

    +

    Example_1.1.3.3.2.osi.

    +
    +
    +
    +

    1.1.4. Seated Angle ConnectionĀ¶

    +

    1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity

    +
    +

    Sample problem 1

    +
    +
    Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of grade 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut.
    +

    Download:

    +

    DesignReport_1.1.4.1.1.pdf.

    +

    Example_1.1.4.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive.
    +

    Download:

    +

    DesignReport_1.1.4.1.2.pdf.

    +

    Example_1.1.4.1.2.osi.

    +
    +

    1.1.4.2. Column Web-Beam Flange (CWBF) connectivity

    +
    +

    Sample problem 1

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    +
    Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume type of edge as machine flame cut.
    +

    Download:

    +

    DesignReport_1.1.4.2.1.pdf.

    +

    Example_1.1.4.2.1.osi.

    +

    Sample problem 2

    +
    +
    Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of grade 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm.
    +

    Download:

    +

    DesignReport_1.1.4.2.2.pdf.

    +

    Example_1.1.4.2.2.osi.

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    +
    +
    +
    +

    1.2. Moment ConnectionĀ¶

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    +

    1.2.1. Beam-BeamĀ¶

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    +
    +

    1.2.1.1. Cover Plate ConnectionĀ¶

    +

    1.2.1.1.1 Bolted connectivity

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    +

    Sample problem 1

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    +
    Design a bolted cover plate splice connection for beam MB 450 to transfer a factored external moment of 140 kNm, factored shear of 110 kN and factored axial force of 40 kN. Use M20 Friction grip bolts of grade 8.8. Try 20mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast.
    +

    Download:

    +

    DesignReport_1.2.1.1.1.1.pdf.

    +

    Example_1.2.1.1.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design a bolted cover plate splice connection for beam NPB 350 x 250 x 79.2 to transfer a factored external moment and shear force of 225 kNm ad 55 kN. Use M24 Friction grip bolts of grade 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume bolt hole type as oversized, edge as machine-flame cut, slip factor as 0.33 and gap between the beams as 3mm.
    +

    Download:

    +

    DesignReport_1.2.1.1.1.2.pdf.

    +

    Example_1.2.1.1.1.2.osi.

    +
    +
    +
    +

    1.2.1.2. End Plate ConnectionĀ¶

    +

    1.2.1.2.1 Extended Both Ways

    +
    +

    Sample problem 1

    +
    +
    Design a bolted extended (both way) end plate spliced connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 100 kNm and 40 kN. Use M20 bearing bolts of grade 9.8. Try an end plate 20 mm thick and weld of sizes 8 mm and 6 mm at flange and web, respectively. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut.
    +

    Download:

    +

    DesignReport_1.2.1.2.1.1.pdf.

    +

    Example_1.2.1.2.1.1.osi.

    +

    Sample problem 2

    +
    +
    Design a bolted extended (both way) end plate spliced connection for a beam MB 450, for transferring a factored reversible moment, shear force and axial force of 170 kNm, 100 kN and 40 kN, respectively. Use M20 friction grip bolts of grade 8.8. Try an end plate 12 mm thick. The size of weld at flange and web is 6 mm and 8 mm. Take Fe410 grade steel (fy = 250 MPa, fu = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.3. The type of weld is shop weld and the edge type is sheared or hand flame cut.
    +

    Download:

    +

    DesignReport_1.2.1.2.1.2.pdf.

    +

    Example_1.2.1.2.1.2.osi.

    +
    +
    +
    +
    +

    1.3. Truss ConnectionĀ¶

    +

    Comments, questions, suggestions? See the Feedback. page to contact Osdag. Copyright Ā© 2017 Osdag. All rights reserved.

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    Indices and tablesĀ¶

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    Nginx Indexer
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Help_Design_Examples documentation master file, created by + sphinx-quickstart on Mon Jun 12 15:06:32 2017. + You can adapt this file completely to your liking, but it should at least + contain the root `toctree` directive. + +.. image:: website_header.png + :target: http://osdag.fossee.in/ + + + +Welcome to Osdag help! +================================================ + +Osdag is a cross-platform free and open-source software for the design and detailing of steel structures, following relevant Indian Standards. Osdag is primarily built upon Python and other Python-based FOSS tools, such as, PySide, OpenCascade, PythonOCC, SQLite, etc. It is developed by the Darshan in Osdag team at IIT Bombay. + +This beta version of Osdag contains four shear connection modules. + +The example OSI files can be loaded using the ``File -> Load input`` option of the appropriate connection module. + +************************** +Osdag Homepage_. +************************** + +*********************** +1. Connections +*********************** +1.1. Shear Connection +####################### +1.1.1. Fin Plate Connection +**************************** +1.1.1.1 Column Flange-Beam Web (CFBW) connectivity + + *Sample problem 1* + + Design a fin plate connection between a beam MB 500 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 140 kN. Use M24 Friction grip bolts of property class 8.8. Try 12mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type as shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.1.1.1.1.pdf_. + + Example_1.1.1.1.1.osi_. + + *Sample problem 2* + + Design a fin plate connection between a beam MB 350 and a column SC 200 for transferring a vertical (factored) shear force of 150 kN. Use M20 bearing bolts of property class 4.6. Try 12mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume weld type as shop weld and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.1.1.2.pdf_. + + Example_1.1.1.1.2.osi_. + +1.1.1.2. Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design a fin plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of property class 8.8. Try 8mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge as hand flame cut. + + **Download:** + + DesignReport_1.1.1.2.1.pdf_. + + Example_1.1.1.2.1.osi_. + + *Sample problem 2* + + Design a fin plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M24 bearing bolts of property class 4.8. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge as hand flame cut and environment as corrosive. + + **Download:** + + DesignReport_1.1.1.2.2.pdf_. + + Example_1.1.1.2.2.osi_. + +1.1.1.3. Beam-Beam (BB) connectivity + + *Sample problem 1* + + Design a fin plate connection between a primary beam MB 350 and a secondary beam NPB 270 x 135 x 36.1 for transferring a vertical (factored) shear force of 110 kN. Use M20 Friction grip bolts of property class 10.9. Try 10mm thick fin plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.52, bolt hole type oversized and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.1.3.1.pdf_. + + Example_1.1.1.3.1.osi_. + + *Sample problem 2* + + Design a fin plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of property class 10.9. Try 14mm thick fin plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type standard, weld type as shop weld and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.1.3.2.pdf_. + + Example_1.1.1.3.2.osi_. + + +1.1.2. End Plate Connection +**************************** + +1.1.2.1. Column Flange-Beam Web (CFBW) connectivity + + *Sample problem 1* + + Design an end plate connection between a beam MB 350 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 bearing bolts of property class 4.6. Try 10mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.1.2.1.1.pdf_. + + Example_1.1.2.1.1.osi_. + + *Sample problem 2* + + Design an end plate connection between a beam MB 300 and a column UC 254 x254 x 107 for transferring a vertical (factored) shear force of 195 kN. Use M16 Friction grip bolts of property class 8.8. Try 12mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.2.1.2.pdf_. + + Example_1.1.2.1.2.osi_. + +1.1.2.2. Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design an end plate connection between a beam UB 356 x 171 x 45 and a column PBP 300 x 180 for transferring a vertical (factored) shear force of 120 kN. Use M16 Friction grip bolts of property class 10.9. Try 12mm thick end plate with weld thickness of 6mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.25, type of weld as field weld and edge type as hand flame cut. + + **Download:** + + DesignReport_1.1.2.2.1.pdf_. + + Example_1.1.2.2.1.osi_. + + *Sample problem 2* + + Design an end plate connection between a beam LB 300 and a column SC 250 for transferring a vertical (factored) shear force of 135 kN. Use M12 bearing bolts of property class 4.8. Try 10mm thick end plate with weld thickness of 10mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of weld as shop weld and edge type as hand flame cut. + + **Download:** + + DesignReport_1.1.2.2.2.pdf_. + + Example_1.1.2.2.2.osi_. + +1.1.2.3. Beam-Beam (BB) connectivity + + *Sample problem 1* + + Design an end plate connection between a primary beam MB 500 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 160 kN. Use M20 Friction grip bolts of property class 8.8. Try 16mm thick end plate with weld thickness of 8mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.2, bolt hole type as oversized, weld type shop weld and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.2.3.1.pdf_. + + Example_1.1.2.3.1.osi_. + + *Sample problem 2* + + Design an end plate connection between a primary beam WPB 450 x 300 x 99.7 and a secondary beam UB 356 x 171 x 67 for transferring a vertical (factored) shear force of 220 kN. Use M24 Friction grip bolts of property class 10.9. Try 14mm thick end plate with weld thickness of 12mm. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard, weld type shop weld and type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.2.3.2.pdf_. + + Example_1.1.2.3.2.osi_. + + +1.1.3. Cleat Angle Connection +******************************* + +1.1.3.1. Column Flange-Beam Web (CFBW) connectivity + + *Sample problem 1* + + Design a cleat angle connection between a beam MB 400 and a column SC 250 for transferring a vertical (factored) shear force of 140 kN. Use M20 Friction grip bolts of property class 8.8. Try cleat angle of size 90 x 90 x 12. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.48, bolt hole type as standard and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.1.3.1.1.pdf_. + + Example_1.1.3.1.1.osi_. + + *Sample problem 2* + + Design a cleat angle connection between a beam MB 350 and a column HB 300 for transferring a vertical (factored) shear force of 170 kN. Use M16 bearing bolts of property class 4.6. Try cleat angle of size 100 x 100 x 12. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of edge as machine flame cut and environment as corrosive. + + **Download:** + + DesignReport_1.1.3.1.2.pdf_. + + Example_1.1.3.1.2.osi_. + +1.1.3.2. Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design a cleat angle connection between a beam MB 350 and a column UC 305 x 305 x 97 for transferring a vertical (factored) shear force of 120.5 kN. Use M20 Friction grip bolts of property class 8.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, slip factor of 0.2, type of edge as hand flame cut and gap between column and beam as 5mm. + + **Download:** + + DesignReport_1.1.3.2.1.pdf_. + + Example_1.1.3.2.1.osi_. + + *Sample problem 2* + + Design a cleat angle connection between a beam MB 200 and a column UC 305 x 305 x 118 for transferring a vertical (factored) shear force of 80 kN. Use M12 bearing bolts of property class 6.8. Try cleat angle of size 110 x 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, type of edge as hand flame cut and environment as corrosive. + + **Download:** + + DesignReport_1.1.3.2.2.pdf_. + + Example_1.1.3.2.2.osi_. + +1.1.3.3. Beam-Beam (BB) connectivity + + *Sample problem 1* + + Design a cleat angle connection between a primary beam WB 450 and a secondary beam MB 400 for transferring a vertical (factored) shear force of 145 kN. Use M24 bearing bolts of property class 4.6. Try cleat angle of size 100 100 x 10. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.1.3.3.1.pdf_. + + Example_1.1.3.3.1.osi_. + + *Sample problem 2* + + Design a cleat angle connection between a primary beam WPB 280x280x61.2 and a secondary beam NPB 220x110x29.4 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of property class 10.9. Try cleat angle of size 100 100 x 8. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as oversized, slip factor of 0.52, type of edge as machine flame cut and gap between column and beam as 15mm. + + **Download:** + + DesignReport_1.1.3.3.2.pdf_. + + Example_1.1.3.3.2.osi_. + +1.1.4. Seated Angle Connection +******************************* +1.1.4.1. Column Flange-Beam Flange (CFBF) connectivity + + *Sample problem 1* + + Design a seated angle connection between a beam MB 300 and a column UC 203 x 203 x 86 for transferring a vertical (factored) shear force of 100 kN. Use M20 Friction grip bolts of property class 10.9. Try a top angle of size 150 150 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume slip factor of 0.55, bolt fu = 940 MPa and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.1.4.1.1.pdf_. + + Example_1.1.4.1.1.osi_. + + + *Sample problem 2* + + Design a seated angle connection between a beam MB 200 and a column SC 140 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of property class 6.8. Try a top angle of size 90 90 x 8 and seated angle of size 110 110 x 16. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume type of edge as hand flame cut and environment as corrosive. + + **Download:** + + DesignReport_1.1.4.1.2.pdf_. + + Example_1.1.4.1.2.osi_. + +1.1.4.2. Column Web-Beam Flange (CWBF) connectivity + + *Sample problem 1* + + Design a seated angle connection between a beam NPB 250x150x39.8 and a column PBP 300x180 for transferring a vertical (factored) shear force of 80 kN. Use M16 bearing bolts of property class 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume type of edge as machine flame cut. + + **Download:** + + DesignReport_1.1.4.2.1.pdf_. + + Example_1.1.4.2.1.osi_. + + *Sample problem 2* + + Design a seated angle connection between a beam WPB 140x140x24.7 and a column HB 200 for transferring a vertical (factored) shear force of 140 kN. Use M12 bearing bolts of property class 5.8. Try a top angle of size 90 90 x 10 and seated angle of size 150 150 x 15. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as Oversized, type of edge as machine flame cut and gap between column and beam as 5mm. + + **Download:** + + DesignReport_1.1.4.2.2.pdf_. + + Example_1.1.4.2.2.osi_. + + +1.2. Moment Connection +####################### +1.2.1. Beam-Beam +******************* +1.2.1.1. Cover Plate Connection +--------------------------------- +1.2.1.1.1 Bolted connectivity + + + *Sample problem 1* + + Design a bolted cover plate splice connection for beam UB 457x191x82 to transfer a factored external moment of 175kNm, factored shear of 115kN and factored axial force of 100kN. Use M20 Friction grip bolts of property class 8.8. Try 16mm thick flange splice plate and 10mm thick web splice plate. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast. + + DesignReport_1.2.1.1.1.1.pdf_. + + Example_1.2.1.1.1.1.osi_. + + + *Sample problem 2 * + + Design a bolted cover plate splice connection for beam UB 406x178x67 to transfer a factored external moment of 150kNm, factored shear of 100kN and factored axial force of 75kN. Use M20 Friction grip bolts of property class 10.9. Try 14mm thick flange splice plate and 6mm thick web splice plate. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, edge as hand flame cut, gap between the beams as 5mm and surface of the metal to be treated with sand blast. + + **Download:** + + DesignReport_1.2.1.1.1.2.pdf_. + + Example_1.2.1.1.1.2.osi_. + + + +1.2.1.2. End Plate Connection +-------------------------------- +1.2.1.2.1 Extended Both Ways + + *Sample problem 1* + + Design a bolted extended (both way) end plate spliced moment connection for a beam NPB 350x170x50.2, for transferring a factored reversible moment and shear force of 200 kNm and 150 kN. Use M20 bearing bolts of property class 9.8. Try an end plate 20 mm thick and groove weld (CJP). Take Fe410 grade steel (f\ :sub:`y` \ = 230 MPa, f\ :sub:`u` = 450 MPa). The bolt hole type is standard. The type of weld is shop weld and the end plate is prepared by machine-flame cut. + + **Download:** + + DesignReport_1.2.1.2.1.1.pdf_. + + Example_1.2.1.2.1.1.osi_. + + *Sample problem 2* + + Design a bolted extended (both way) end plate spliced moment connection for a beam UB 406 x 178 x 74, for transferring a factored reversible moment, shear force and axial force of 350 kNm, 120 kN and 50 kN, respectively. Use M16 friction grip bolts of property class 8.8. Try an end plate 20 mm thick and use groove weld. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume the bolts to be pre-tensioned, bolt hole type is standard and the slip factor is 0.48. The type of weld is shop weld and the edge type is sheared or hand flame cut. + + **Download:** + + DesignReport_1.2.1.2.1.2.pdf_. + + Example_1.2.1.2.1.2.osi_. + +1.2.1.2.2 Extended One Way + + *Sample problem 1* + + Design a bolted extended One Way end plate spliced connection for a beam MB 400, to transfer a vertical factored shear force of 12kN, factored bending moment of 75kNm. Use M30 bearing bolts of property class 3.6. Try 16mm thick end plate with groove weld for flange and web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. + + **Download:** + + DesignReport_1.2.1.2.2.1.pdf_. + + Example_1.2.1.2.2.1.osi_. + + *Sample problem 2* + + Design a bolted extended One Way end plate spliced connection for a beam MB 400, to transfer a vertical factored shear force of 12kN and factored bending moment of 75kNm. Use M20 bearing bolts of grade 3.6. Try 14mm thick end plate with groove weld for flange and web . Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolt is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. + + **Download:** + + DesignReport_1.2.1.2.2.2.pdf_. + + Example_1.2.1.2.2.2.osi_. + + +1.2.1.2.3 Flush Plate + + *Sample problem 1* + + Design a Flush end plate spliced connection for a beam MB 300, to transfer a vertical factored shear force of 25 kN and factored bending moment of 50kNm. Use M24 friction grip bolts of property class 8.8. Try 22mm thick end plate with 6mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The friction grip bolts is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. + + + **Download:** + + DesignReport_1.2.1.2.3.1.pdf_. + + Example_1.2.1.2.3.1.osi_. + + *Sample problem 2* + + Design a Flush end plate spliced connection for a beam MB 300, to transfer a vertical factored shear force of 25kN and factored bending moment of 50kNm. Use M20 friction girp bolts of property class 8.8. Try 20mm thick end plate with 6mm fillet weld for flange and 5mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). The bearing bolts is non-pretensioned and the bolt hole type is oversized. The type of weld is shop weld and the edge type is sheared or hand flame cut. + + + **Download:** + + DesignReport_1.2.1.2.3.2.pdf_. + + Example_1.2.1.2.3.2.osi_. + + +1.2.2. Beam-Column +******************* +1.2.2.1. End Plate Connection +------------------------------- + +1.2.2.1.1. Extended Both Ways + +1.2.2.1.1.1 Column Flange-Beam Web (CFBW) connectivity + + + *Sample problem 1* + + Design a bolted extented both ways end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M30 bearing bolts of property class 12.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm fillet weld for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.1.1.1.pdf_. + + Example_1.2.2.1.1.1.1.osi_. + + *Sample problem 2* + + Design a bolted extented both ways end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 120kN. Use M30 bearing bolts of property class 12.9. Try 26mm thick end plate with 8mm fillet weld for flange and 6mm fillet weld for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.1.1.2.pdf_. + + Example_1.2.2.1.1.1.2.osi_. + +1.2.2.1.1.2 Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design a bolted extented both ways end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M30 friction grip bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.1.2.1.pdf_. + + Example_1.2.2.1.1.2.1.osi_. + + + *Sample problem 2* + + Design a bolted extended both ways end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M20 friction grip bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.1.2.2.pdf_. + + Example_1.2.2.1.1.2.2.osi_. + + +1.2.2.1.2. Extended One Way. + +1.2.2.1.2.1 Column Flange-Beam Web (CFBW) connectivity + + *Sample problem 1* + + Design a bolted extended one way end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M24 bearing bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.2.1.1.pdf_. + + Example_1.2.2.1.2.1.1.osi_. + + *Sample problem 2* + + Design a bolted extented one way end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35kN, factored bending moment of 25kNm and factored axial force 120kN. Use M24 bearing bolts of property class 10.9. Try 26mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.2.1.2.pdf_. + + Example_1.2.2.1.2.1.2.osi_. + +1.2.2.1.2.2 Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design a bolted extented one way end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M24 friction grip bolts of property class 10.9. Try 24mm thick end plate with 8mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.2.2.1.pdf_. + + Example_1.2.2.1.2.2.1.osi_. + + *Sample problem 2* + + Design a bolted extended one way end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 150 kN, factored bending moment of 12kNm and factored axial force 50kN. Use M20 friction grip bolts of property class 10.9. Try 24mm thick end plate with 8mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.2.2.2.pdf_. + + Example_1.2.2.1.2.2.2.osi_. + + +1.2.2.1.3. Flush Plate. + +1.2.2.1.3.1 Column Flange-Beam Web (CFBW) connectivity + + + *Sample problem 1* + + Design a bolted flush end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M30 bearing bolts of property class 12.9. Try 24mm thick end plate with 10mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.3.1.1.pdf_. + + Example_1.2.2.1.3.1.1.osi_. + + *Sample problem 2* + + Design a bolted flush end plate connection between a beam WPB 300x300x96.8 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 35 kN, factored bending moment of 25kNm and factored axial force 12kN. Use M20 bearing bolts of property class 10.9. Try 24mm thick end plate with 10mm fillet weld for web and 6mm for flange. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.3.1.2.pdf_. + + Example_1.2.2.1.3.1.2.osi_. + +1.2.2.1.3.2 Column Web-Beam Web (CWBW) connectivity + + *Sample problem 1* + + Design a bolted flush end plate connection between a beam NPB 160x80x15.8 and a column UC 305 x 305 x 97 to transfer a vertical factored shear force of 20kN, factored bending moment of 15kNm and factored axial force 15kN. Use M16 bearing bolts of property class 8.8. Try 20mm thick end plate with groove weld for flange and web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.3.2.1.pdf_. + + Example_1.2.2.1.3.2.1.osi_. + + *Sample problem 2* + + Design a bolted flush end plate connection between a beam WPB 240x240x60.3 and a column UC 305 x 305 x 137 to transfer a vertical factored shear force of 50 kN, factored bending moment of 75kNm and factored axial force 25kN. Use M20 friction grip bolts of property class 10.9. Try 24mm thick end plate with 6mm fillet weld for flange and 6mm for web. Take Fe410 grade steel (f\ :sub:`y` \ = 250 MPa, f\ :sub:`u` = 410 MPa). Assume bolt hole type as standard, weld type shop weld and type of edge as hand flame cut. + + **Download:** + + DesignReport_1.2.2.1.3.2.2.pdf_. + + Example_1.2.2.1.3.2.2.osi_. + + + + + + + + + + + + + + + + + + +1.3. Truss Connection +####################### + + +Comments, questions, suggestions? See the Feedback_. page to contact Osdag. Copyright Ā© 2017 Osdag. All rights reserved. + + +.. _Homepage: http://osdag.fossee.in + +.. _Feedback: http://osdag.fossee.in/forums + +.. _DesignReport_1.1.1.1.1.pdf: \DesignReport_1.1.1.1.1.pdf +.. _Example_1.1.1.1.1.osi: \Example_1.1.1.1.1.osi + +.. _DesignReport_1.1.1.1.2.pdf: \DesignReport_1.1.1.1.2.pdf +.. _Example_1.1.1.1.2.osi: \Example_1.1.1.1.2.osi + +.. _DesignReport_1.1.1.2.1.pdf: \DesignReport_1.1.1.2.1.pdf +.. _Example_1.1.1.2.1.osi: \Example_1.1.1.2.1.osi + +.. _DesignReport_1.1.1.2.2.pdf: \DesignReport_1.1.1.2.2.pdf +.. _Example_1.1.1.2.2.osi: \Example_1.1.1.2.2.osi + +.. _DesignReport_1.1.1.3.1.pdf: \DesignReport_1.1.1.3.1.pdf +.. _Example_1.1.1.3.1.osi: \Example_1.1.1.3.1.osi + +.. _DesignReport_1.1.1.3.2.pdf: \DesignReport_1.1.1.3.2.pdf +.. _Example_1.1.1.3.2.osi: \Example_1.1.1.3.2.osi + +.. _DesignReport_1.1.2.1.1.pdf: \DesignReport_1.1.2.1.1.pdf +.. _Example_1.1.2.1.1.osi: \Example_1.1.2.1.1.osi + +.. _DesignReport_1.1.2.1.2.pdf: \DesignReport_1.1.2.1.2.pdf +.. _Example_1.1.2.1.2.osi: \Example_1.1.2.1.2.osi + +.. _DesignReport_1.1.2.2.1.pdf: \DesignReport_1.1.2.2.1.pdf +.. _Example_1.1.2.2.1.osi: \Example_1.1.2.2.1.osi + +.. _DesignReport_1.1.2.2.2.pdf: \DesignReport_1.1.2.2.2.pdf +.. _Example_1.1.2.2.2.osi: \Example_1.1.2.2.2.osi + +.. _DesignReport_1.1.2.3.1.pdf: \DesignReport_1.1.2.3.1.pdf +.. _Example_1.1.2.3.1.osi: \Example_1.1.2.3.1.osi + +.. _DesignReport_1.1.2.3.2.pdf: \DesignReport_1.1.2.3.2.pdf +.. _Example_1.1.2.3.2.osi: \Example_1.1.2.3.2.osi + +.. _DesignReport_1.1.3.1.1.pdf: \DesignReport_1.1.3.1.1.pdf +.. _Example_1.1.3.1.1.osi: \Example_1.1.3.1.1.osi + +.. _DesignReport_1.1.3.1.2.pdf: \DesignReport_1.1.3.1.2.pdf +.. _Example_1.1.3.1.2.osi: \Example_1.1.3.1.2.osi + +.. _DesignReport_1.1.3.2.1.pdf: \DesignReport_1.1.3.2.1.pdf +.. _Example_1.1.3.2.1.osi: \Example_1.1.3.2.1.osi + +.. _DesignReport_1.1.3.2.2.pdf: \DesignReport_1.1.3.2.2.pdf +.. _Example_1.1.3.2.2.osi: \Example_1.1.3.2.2.osi + +.. _DesignReport_1.1.3.3.1.pdf: \DesignReport_1.1.3.3.1.pdf +.. _Example_1.1.3.3.1.osi: \Example_1.1.3.3.1.osi + +.. _DesignReport_1.1.3.3.2.pdf: \DesignReport_1.1.3.3.2.pdf +.. _Example_1.1.3.3.2.osi: \Example_1.1.3.3.2.osi + +.. _DesignReport_1.1.4.1.1.pdf: \DesignReport_1.1.4.1.1.pdf +.. _Example_1.1.4.1.1.osi: \Example_1.1.4.1.1.osi + +.. _DesignReport_1.1.4.1.2.pdf: \DesignReport_1.1.4.1.2.pdf +.. _Example_1.1.4.1.2.osi: \Example_1.1.4.1.2.osi + +.. _DesignReport_1.1.4.2.1.pdf: \DesignReport_1.1.4.2.1.pdf +.. _Example_1.1.4.2.1.osi: \Example_1.1.4.2.1.osi + +.. _DesignReport_1.1.4.2.2.pdf: \DesignReport_1.1.4.2.2.pdf +.. _Example_1.1.4.2.2.osi: \Example_1.1.4.2.2.osi + +.. _DesignReport_1.1.4.2.3.pdf: \DesignReport_1.1.4.2.3.pdf +.. _Example_1.1.4.2.3.osi: \Example_1.1.4.2.3.osi + +.. _DesignReport_1.2.1.1.1.1.pdf: \DesignReport_1.2.1.1.1.1.pdf +.. _Example_1.2.1.1.1.1.osi: \Example_1.2.1.1.1.1.osi + +.. _DesignReport_1.2.1.1.1.2.pdf: \DesignReport_1.2.1.1.1.2.pdf +.. _Example_1.2.1.1.1.2.osi: \Example_1.2.1.1.1.2.osi + + +.. _DesignReport_1.2.1.2.1.1.pdf: \DesignReport_1.2.1.2.1.1.pdf +.. _Example_1.2.1.2.1.1.osi: \Example_1.2.1.2.1.1.osi + + +.. _DesignReport_1.2.1.2.1.2.pdf: \DesignReport_1.2.1.2.1.2.pdf +.. _Example_1.2.1.2.1.2.osi: \Example_1.2.1.2.1.2.osi + +.. _DesignReport_1.2.1.2.2.1.pdf: \DesignReport_1.2.1.2.2.1.pdf +.. _Example_1.2.1.2.2.1.osi: \Example_1.2.1.2.2.1.osi + +.. _DesignReport_1.2.1.2.2.2.pdf: \DesignReport_1.2.1.2.2.2.pdf +.. _Example_1.2.1.2.2.2.osi: \Example_1.2.1.2.2.2.osi + + +.. _DesignReport_1.2.1.2.3.1.pdf: \DesignReport_1.2.1.2.3.1.pdf +.. _Example_1.2.1.2.3.1.osi: \Example_1.2.1.2.3.1.osi + +.. _DesignReport_1.2.1.2.3.2.pdf: \DesignReport_1.2.1.2.3.2.pdf +.. _Example_1.2.1.2.3.2.osi: \Example_1.2.1.2.3.2.osi + + + +.. _DesignReport_1.2.2.1.1.1.1.pdf: \DesignReport_1.2.2.1.1.1.1.pdf +.. _Example_1.2.2.1.1.1.1.osi: \Example_1.2.2.1.1.1.1.osi + + +.. _DesignReport_1.2.2.1.1.1.2.pdf: \DesignReport_1.2.2.1.1.1.2.pdf +.. _Example_1.2.2.1.1.1.2.osi: \Example_1.2.2.1.1.1.2.osi + + +.. _DesignReport_1.2.2.1.1.2.1.pdf: \DesignReport_1.2.2.1.1.2.1.pdf +.. _Example_1.2.2.1.1.2.1.osi: \Example_1.2.2.1.1.2.1.osi + + +.. _DesignReport_1.2.2.1.1.2.2.pdf: \DesignReport_1.2.2.1.1.2.2.pdf + +.. _Example_1.2.2.1.1.2.2.osi: \Example_1.2.2.1.1.2.2.osi + + +.. _DesignReport_1.2.2.1.2.1.1.pdf: \DesignReport_1.2.2.1.2.1.1.pdf + +.. _Example_1.2.2.1.2.1.1.osi: \Example_1.2.2.1.2.1.1.osi + + +.. _DesignReport_1.2.2.1.2.1.2.pdf: \DesignReport_1.2.2.1.2.1.2.pdf + +.. _Example_1.2.2.1.2.1.2.osi: \Example_1.2.2.1.2.1.2.osi + + +.. _DesignReport_1.2.2.1.2.2.1.pdf: \DesignReport_1.2.2.1.2.2.1.pdf + +.. _Example_1.2.2.1.2.2.1.osi: \Example_1.2.2.1.2.2.1.osi + + +.. _DesignReport_1.2.2.1.2.2.2.pdf: \DesignReport_1.2.2.1.2.2.2.pdf + +.. _Example_1.2.2.1.2.2.2.osi: \Example_1.2.2.1.2.2.2.osi + + +.. _DesignReport_1.2.2.1.3.1.1.pdf: \DesignReport_1.2.2.1.3.1.1.pdf + +.. _Example_1.2.2.1.3.1.1.osi: \Example_1.2.2.1.3.1.1.osi + + +.. _DesignReport_1.2.2.1.3.1.2.pdf: \DesignReport_1.2.2.1.3.1.2.pdf + +.. _Example_1.2.2.1.3.1.2.osi: \Example_1.2.2.1.3.1.2.osi + + +.. _DesignReport_1.2.2.1.3.2.1.pdf: \DesignReport_1.2.2.1.3.2.1.pdf + +.. _Example_1.2.2.1.3.2.1.osi: \Example_1.2.2.1.3.2.1.osi + + +.. _DesignReport_1.2.2.1.3.2.2.pdf: \DesignReport_1.2.2.1.3.2.2.pdf + +.. _Example_1.2.2.1.3.2.2.osi: \Example_1.2.2.1.3.2.2.osi + + + + +.. toctree:: + :maxdepth: 2 + :caption: Contents: + + + +Indices and tables +================== + +* :ref:`genindex` +* :ref:`modindex` +* :ref:`search` + diff --git a/ResourceFiles/osdagMainPageIcons.qrc b/osdag_core/data/ResourceFiles/osdagMainPageIcons.qrc similarity index 88% rename from ResourceFiles/osdagMainPageIcons.qrc rename to osdag_core/data/ResourceFiles/osdagMainPageIcons.qrc index c7d40f239..00f3d95ba 100644 --- a/ResourceFiles/osdagMainPageIcons.qrc +++ b/osdag_core/data/ResourceFiles/osdagMainPageIcons.qrc @@ -17,11 +17,6 @@ images/iit_logo.png images/Osdag_header.png images/workspace_icon.png -<<<<<<< HEAD - images/beam_column.png - images/beam_column_endplate.png - -======= images/ff.png images/fextnone.png images/fextnboth.png @@ -30,6 +25,5 @@ images/webextnboth.png images/beam_column_endplate.png images/user_section1.png ->>>>>>> icfoss-fellowship-24 diff --git a/osdag_core/data/__init__.py b/osdag_core/data/__init__.py new file mode 100644 index 000000000..8b1378917 --- /dev/null +++ b/osdag_core/data/__init__.py @@ -0,0 +1 @@ + diff --git a/osdag_core/data/doc/CONTRIBUTORS.MD b/osdag_core/data/doc/CONTRIBUTORS.MD new file mode 100644 index 000000000..f5783a5df --- /dev/null +++ b/osdag_core/data/doc/CONTRIBUTORS.MD @@ -0,0 +1,176 @@ +## Project Investigator +Siddhartha Ghosh, Professor, Dept. of Civil Engineering, IIT Bombay, Mumbai + +## Project Research Staff +- Aditya Donde +- Ajinkya Dahale +- Ajmal Babu MS +- Anand Swaroop +- Christo George +- Danish Ansari +- Darshan Vishwakarma +- Deepa Chaudhari +- Deepthi Reddy +- Jayant Patil +- Kumari Anjali Jatav +- N Dharma Teja +- Nidhi Khare +- Parth Karia +- Radhika Pajgade +- Rahul Benal +- Reshma Konjari +- Rutvik Joshi +- Shihabuddin Khan +- Siddesh Chavan +- Sourabh Das +- Subhrajit Dutta +- Suchita Lad +- Suhel Hashmi +- Swastik Gupta +- Swathi M +- Thushara Pushkaran +- Yash Lokhande + + + +## Project Interns + +- Aamir Durrany +- Aaranyak Ghosh +- Aathithya Sharan +- Abhijith Sogal +- Aditya Mavle +- Aditya Pawar +- Aditya Wagh +- Adnan Abdullah +- Agam Arora +- Aman Agarwal +- Amay Dixit +- Amir Chappalwala +- Amrutha J +- Anshul Kumar Singh +- Ansari Mohammad Umair +- Anuranjani +- Anushka Bajpai +- Arbaz khan +- Arushi +- Aryamaan Pandey +- Aryan Gupta +- Atharva Dhavale +- Atharva Pingale +- Aum Ghelani +- Azhar Khan +- Chaman Lal Yadav +- Debayan Ghosh +- Dhimanth Kumar Singh +- Eeshu +- Faizan Khan +- Faran Imam +- Garvit Singh Rathore +- Gourav Najwani +- Harsh Chelani +- Harsh Gondal +- Harshit Mahour +- Harshan S +- Himanshu Singh +- Ishan Rai +- Jerin Jiss George +- Jawwad Ahmad +- Koustav Bhattacharjee +- Lakshana Shree S +- Manas Budhiraja +- Manav Sharma +- Mayank Agarwal +- Mehendi Hasan +- Mohammad Azhar U Din Mir +- Mohammad Suhail +- Mohammad Taha +- Mohd Faraz Khan +- Mohit Rana +- Mosam Patel +- Mukunth AG +- Navnit Kumar +- Navtej +- Nandagopal VS +- Nikhil Kapoor +- Nishi Kant Mandal +- Nitin Singh +- Om Lakshkar +- Pragya Thakur +- Pramila Kumari +- Prathamesh Varma +- Prince Sahu +- Prerna Praveen Vidyarthi +- Priti Kumari +- Rachna Gupta +- Raghav Sharma +- Rajesh Dalai +- Ranvir Singh +- Renu +- Ritik Kumar +- Riyaz Khan +- Roushan Raj +- Rupali Agarwal +- Sachin Saud +- Sai Charan +- Sagar Rathore +- Sakshi Shamrao Jadhav +- Samarpita Das +- Sandipan Bhattacherjee +- Sanket Gaikwad +- Sasank Navuri +- Satyam Singh Niranjan +- Saumya Mishra +- Shahadad PP +- Shreya Bhende +- Shubham Kumar +- Sreejesh S +- Srinivas Raghav +- Steve Sojan +- Sumagna Das +- Suraj Bhosale +- Suryajith +- Sushree Sangita +- Swaroop N +- Sweta Pal +- Tanmay Kalla +- Tanu Singh +- Tarandeep Singh Juneja +- Yash Lokhande +- Yugh Juneja +- Zunzunia Arsil + +## IITB Students +- Allan L Marbaniang +- Annu Kumari +- Aravind P +- Bhumik Halani +- Devesh Kumar +- Jeffy Jahfar +- Mayur Mistry +- Neela Lakshmi +- Sasir Pentyala +- Sharayu Korade + +## Advisors +- Harshvardhan Subbarao (Construma Consultancy Pvt Ltd, Mumbai) +- Kannan Moudgalya (formerly with FOSSEE, IIT Bombay, Mumbai) +- Manas M Ghosh (INSDAG, Kolkata) +- Meera Raghunandan (IIT Bombay, Mumbai) +- PC Ashwin Kumar (IIT Roorkee, Roorkee) +- Prabhu Ramachandran (FOSSEE, IIT Bombay, Mumbai) +- Pradyumna M (Independent Consultant, Bengaluru) +- Pratip Bhattacharya (formerly with Tata Consulting Engineers Ltd, Kolkata) +- Rupen Goswami (IIT Madras, Chennai) +- Somnath Mukherjee (formerly with MN Dastur & Co (P) Ltd, Kolkata) +- SR Satish Kumar (IIT Madras, Chennai) +- V Kalyanaraman (formerly with IIT Madras, Chennai) +- Yogesh D Pisal (Aker Powergas Pvt Ltd, Mumbai) + +## Project Management Staff +- Kiran Kishore +- Lee Thomas Stephen +- Nagesh Karmali +- Sunil Shetye +- Usha Viswanathan +- Vineeta Parmar diff --git a/design_type/plate_girder/__init__.py b/osdag_core/design_report/__init__.py similarity index 100% rename from design_type/plate_girder/__init__.py rename to osdag_core/design_report/__init__.py diff --git a/osdag_core/design_report/reportGenerator.py b/osdag_core/design_report/reportGenerator.py new file mode 100644 index 000000000..16360c0f0 --- /dev/null +++ b/osdag_core/design_report/reportGenerator.py @@ -0,0 +1,461 @@ +"""This file is redundant. Use report_generator.py""" + +''' +Created on Dec 10, 2015 + +@author: deepa +''' +from builtins import str +import time +import math +from ..Common import * +import os +from ..utils.common import component +# from Connections.connection_calculations import ConnectionCalculations + +def save_html(outObj, uiObj, Design_Check, columndetails, beamdetails,reportsummary, filename, folder): + fileName = (filename) + myfile = open(fileName, "w") + myfile.write(t('! DOCTYPE html')) + myfile.write(t('html')) + myfile.write(t('head')) + myfile.write(t('link type="text/css" rel="stylesheet" ')) + +# mystyle.css is written here + myfile.write(t('style')) + myfile.write('table{width= 100% height = 100%; border-collapse:collapse; border:1px solid black collapse}') + myfile.write('th,td {padding:3px}') + +# avoid page break + myfile.write('table{ page-break-inside:auto }') + myfile.write('tr{ page-break-inside:avoid; page-break-after:auto }') + +# Provides light green background color(#D5DF93), font-weight bold, font-size 20 and font-family + myfile.write('td.detail{background-color:#D5DF93; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') +# Provides font-weight bold, font-size 20 and font-family + myfile.write('td.detail1{font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') +# Provides font-size 20 and font-family + myfile.write('td.detail2{font-size:20; font-family:Helvetica, Arial, Sans Serif}') +# Provides dark green background color(#8FAC3A), font-weight bold, font-size 20 and font-family + myfile.write('td.header0{background-color:#8fac3a; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') +# Provides grey background color(#E6E6E6), font-weight bold, font-size 20 and font-family + myfile.write('td.header1{background-color:#E6E6E6; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}') +# Provides only font-size 20 and width of the images box + myfile.write('td.header2{font-size:20; width:50%}') + myfile.write(t('/style')) +############################################################################################################################################## + + myfile.write(t('/head')) + myfile.write(t('body')) + +# &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& +# Design Conclusion + rstr = "" + h = header(reportsummary) + rstr += h + rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') + rstr += t('table border-collapse= "collapse" border="1px solid black" width= 100% ') + + row = [0, 'Design Conclusion', "IS800:2007/Limit state design"] + rstr += t('tr') + rstr += t('td colspan="2" class="header0"') + space(row[0]) + row[1] + t('/td') + rstr += t('td colspan="2" class="header0"') + row[2] + t('/td') + # rstr += t('td colspan="2" class="header0"') + t('/td') + rstr += t('/tr') + mainfolder = "/home/darshan/Desktop/Osdag3_new/Osdag3/ResourceFiles/images" + mainfolder = r'C:\Users\Win10\Desktop\Osdag3-master\ResourceFiles\images' + for i in uiObj: + row1 = [0,i, uiObj[i]] + rstr += t('tr') + rstr += t('td colspan="3" class="detail1"') + space(row1[0]) + row1[1] + t('/td') + rstr += t('td colspan="2" class="detail2 "') + str(row1[2]) + t('/td') + rstr += t('/tr') + png = mainfolder + "/Columns_Beams.png" + datapng = '' % png + if i == "Column Details": + row = [0, datapng, ""] + rstr += t('tr') + rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + # rstr += t('td align="center" class=" header2"') + row[2] + t('/td') + spec = extract_details(columndetails) + for k in spec: + # rstr += t('tr') + rstr += t('td colspan = "2" width = "300" class="detail2"') + space(k[0]) + k[1] + t('/td') + rstr += t('td colspan = "2" width = "300" class="detail2 "') + k[2] + t('/td') + rstr += t('/tr') + if i == "Beam Details": + png = mainfolder + "/Columns_Beams.png" + datapng = '' % png + row = [0, datapng, ""] + rstr += t('tr') + rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + spec = extract_details(beamdetails) + for l in spec: + # rstr += t('tr') + rstr += t('td colspan = "2" width = "300" class="detail2"') + space(l[0]) + l[1] + t('/td') + rstr += t('td colspan = "2" width = "300" class="detail2 "') + l[2] + t('/td') + rstr += t('/tr') + # for k,v in subtitle: + # print(k,v) + # for j in uiObj[i]: + # if j =="Column Details": + # row2 = [0, j ,""] + # rstr += t('tr') + # rstr += t('td colspan="3" class="detail1"') + space(row2[0]) + row2[1] + t('/td') + # rstr += t('td colspan="2" class="detail1"') + row2[2] + t('/td') + # rstr += t('/tr') + # png = mainfolder + "/Columns_Beams.png" + # datapng = '' % png + # row = [0, datapng, ""] + # rstr += t('tr') + # rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + # # rstr += t('td align="center" class=" header2"') + row[2] + t('/td') + # spec = extract_details(columndetails) + # for k in spec: + # # rstr += t('tr') + # rstr += t('td colspan = "2" width = "300" class="detail2"') + space(k[0]) + k[1] + t('/td') + # rstr += t('td colspan = "2" width = "300" class="detail2 "') + k[2] + t('/td') + # rstr += t('/tr') + # elif j == "Beam Details": + # row2 = [0, j,""] + # rstr += t('tr') + # rstr += t('td colspan="3" class="detail1"') + space(row2[0]) + row2[1] + t('/td') + # rstr += t('td colspan="2" class="detail1" ') + row2[2] + t('/td') + # rstr += t('/tr') + # png = mainfolder + "/Columns_Beams.png" + # datapng = '' % png + # row = [0, datapng, ""] + # rstr += t('tr') + # rstr += t('td rowspan = "17" align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + # spec = extract_details(beamdetails) + # for l in spec: + # # rstr += t('tr') + # rstr += t('td colspan = "2" width = "300" class="detail2"') + space(l[0]) + l[1] + t('/td') + # rstr += t('td colspan = "2" width = "300" class="detail2 "') + l[2] + t('/td') + # rstr += t('/tr') + # else: + # row2 = [1, j, str(uiObj[i][j])] + # rstr += t('tr') + # rstr += t('td colspan="3" class="detail2"') + space(row2[0]) + row2[1] + t('/td') + # rstr += t('td colspan="2" class="detail2 "') + row2[2] + t('/td') + # rstr += t('/tr') +# # + rstr += t('/table') + rstr += t('h1 style="page-break-before:always"') # page break + rstr += t('/h1') + + # Diagram + rstr += h + rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') + + row = [0, "Views", " "] + rstr += t('tr') + rstr += t('td colspan="2" class=" detail"') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + png = folder + "/images_html/3D_Model.png" + datapng = '' % png + + side = folder + "/finSide.png" + dataside = '' % side + + top = folder + "/finTop.png" + datatop = '' % top + + front = folder + "/finFront.png" + datafront = '' % front + + if str(outObj[KEY_MODULE_STATUS]) == 'True': + row = [0, datapng, datatop] + rstr += t('tr') + rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + rstr += t('td align="center" class=" header2"') + row[2] + t('/td') + rstr += t('/tr') + + row = [0, dataside, datafront] + rstr += t('tr') + rstr += t('td align="center" class=" header2"') + space(row[0]) + row[1] + t('/td') + rstr += t('td align="center" class=" header2 "') + row[2] + t('/td') + rstr += t('/tr') + + else: + pass + + rstr += t('/table') + rstr += t('h1 style="page-break-before:always"') # page break + rstr += t('/h1') + + # # ************************************************************************************************************************* +# # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& +# # Design Check + rstr +=h + rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') + row = [0, "Design Check", " "] + rstr += t('tr') + rstr += t('td colspan="4" class="detail"') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + + rstr += t('tr') + row = [0, "Check", "Required", "Provided", "Remark"] + rstr += t('td class="header1"') + space(row[0]) + row[1] + t('/td') + rstr += t('td class="header1"') + space(row[0]) + row[2] + t('/td') + rstr += t('td class="header1"') + space(row[0]) + row[3] + t('/td') + rstr += t('td class="header1"') + space(row[0]) + row[4] + t('/td') + rstr += t('/tr') + + + def checks(i): + # Design_Check = ["bolt_shear_capacity" ] + if i == KEY_OUT_BOLT_SHEAR: + const = str(round(math.pi / 4 * 0.78, 4)) + # row =[0,"Bolt shear capacity (kN)"," ","Vdsb = ((800*0.6123*20*20)/(√3*1.25*1000) = 90.53
    [cl. 10.3.3]"] + # n_e = str(1) + if outObj[KEY_OUT_BOLT_BEARING] == "N/A" : + i = [0, "Bolt shear capacity (kN)", " ", "Vdsf = ((" + "sf" + "*" +"ne"+ "*" + "Kh" + "*" + "F0" + + ")/(1.25)) = " + str(outObj[KEY_OUT_BOLT_SHEAR]) + "
    [cl. 10.4.3]", ""] + else: + i = [0, "Bolt shear capacity (kN)", " ", "Vdsb = (" + "Fubo" + "*" + const + "*" + "d" + "*" + "d" + + ")/(√3*1.25*1000) = " + str(outObj[KEY_OUT_BOLT_SHEAR]) + "
    [cl. 10.3.3]", ""] + + elif i == KEY_OUT_BOLT_BEARING: + if outObj[KEY_OUT_BOLT_BEARING] == "N/A" : + i = [0, "Bolt bearing capacity (kN)", "", "N/A", ""] + else: + i = [0, "Bolt bearing capacity (kN)", "", " Vdpb = (2.5*" + "kb" + "*" + "d" + "*" + "t"+ "*" + "Fub" + ")/(1.25*1000) = " + + str(outObj[KEY_OUT_BOLT_BEARING]) + "
    [cl. 10.3.4]", ""] + + elif i == KEY_OUT_BOLT_CAPACITY: + if outObj[KEY_OUT_BOLT_BEARING] == "N/A": + i = [0, "Bolt capacity (kN) - bcp", "", outObj[KEY_OUT_BOLT_CAPACITY], ""] + else: + i = [0, "Bolt capacity (kN) - bcp", "", "Min (" + str(outObj[KEY_OUT_BOLT_SHEAR]) + ", " + str(outObj[KEY_OUT_BOLT_BEARING]) + ") = " + str(outObj[KEY_OUT_BOLT_CAPACITY]), ""] + + elif i == KEY_OUT_BOLTS_REQUIRED: + i = [0,"No. of bolts",("" + ' Vs' + "/" + "bcp" + "=" + str(round(float(uiObj[KEY_SHEAR])/float(outObj[KEY_OUT_D_PROVIDED]), 2))+ ""),("" + str(outObj[KEY_OUT_BOLTS_REQUIRED])+ ""), "

    Pass

    "] + + elif i == KEY_OUT_BOLTS_ONE_LINE: + i = [0, "No of row(s)", "", str(outObj[KEY_OUT_BOLTS_ONE_LINE]), ""] + + elif i == KEY_OUT_BOLT_LINE: + i = [0, "No of column(s)", " ≤ 2", str(outObj[KEY_OUT_BOLT_LINE]), ""] + + elif i == KEY_OUT_PITCH: + minPitch = str(int(2.5 * float(outObj[KEY_OUT_D_PROVIDED]))) + maxPitch = str(300) if 32 * float(beamdetails["t(mm)"]) > 300 else str(int(math.ceil(32 * float(beamdetails["t(mm)"])))) + if int(outObj[KEY_OUT_PITCH]) < int(minPitch) or int(outObj[KEY_OUT_PITCH]) > int(maxPitch): + i = [0, "Bolt pitch (mm)", "≥2.5*d = p, ≤ Min(32*tmin, 300) = 300
    [cl. 10.2.2]", + ("" + str(outObj[KEY_OUT_PITCH]) + ""), + "

    Fail

    "] + else: + i = [0, "Bolt pitch (mm)", "≥2.5*d = p, ≤ Min(32*tmin, 300) = 300
    [cl. 10.2.2]", + ("" + str(outObj[KEY_OUT_PITCH]) + ""), + "

    Pass

    "] + + elif i == KEY_OUT_GAUGE: + minGauge = str(int(2.5 * float(outObj[KEY_OUT_D_PROVIDED]))) + maxGauge = str(300) if 32 * float(beamdetails["t(mm)"]) > 300 else str(int(math.ceil(32 * float(beamdetails["t(mm)"])))) + if (int(outObj[KEY_OUT_GAUGE]) < int(minGauge) or int(outObj[KEY_OUT_GAUGE]) > int(maxGauge)): + i = [0, "Bolt gauge (mm)", "≥2.5*d = g,≤ Min(32*tmin, 300) = 300
    [cl. 10.2.2]", + ("" + str(outObj[KEY_OUT_GAUGE]) + ""), "

    Fail

    "] + else: + i = [0, "Bolt gauge (mm)", "≥2.5*d = g,≤ Min(32*tmin, 300) = 300
    [cl. 10.2.2]", + ("" + str(outObj[KEY_OUT_GAUGE]) + ""),"

    Pass

    "] + + elif i == KEY_OUT_END_DIST: + minEnd = outObj[KEY_OUT_MIN_EDGE_DIST] + maxEnd = outObj[KEY_OUT_MAX_EDGE_DIST] + print(outObj[KEY_OUT_MIN_EDGE_DIST],outObj[KEY_OUT_MAX_EDGE_DIST],outObj[KEY_OUT_EDGE_DIST]) + + if outObj[KEY_OUT_END_DIST] < minEnd or outObj[KEY_OUT_END_DIST] > maxEnd: + i = [0, "End distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEnd) + ", ≤ 12*" + "tmin"+ " = " + str(maxEnd) + "
    [cl. 10.2.4]",(""+ + str(outObj[KEY_OUT_END_DIST]) + ""), "

    Fail

    "] + else: + i = [0, "End distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEnd) + ", ≤ 12*" + "tmin"+ " = " + str(maxEnd) + "
    [cl. 10.2.4]",(""+ + str(outObj[KEY_OUT_END_DIST]) + ""),"

    Pass

    "] + + elif i == KEY_OUT_EDGE_DIST: + minEdge = outObj[KEY_OUT_MIN_EDGE_DIST] + maxEdge = outObj[KEY_OUT_MAX_EDGE_DIST] + if outObj[KEY_OUT_END_DIST] < minEdge or outObj[KEY_OUT_END_DIST] > maxEdge: + i = [0, "Edge distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEdge) + ", ≤ 12*" + "tmin" + " = " + str(maxEdge) + "
    [cl. 10.2.4]", + ("" + str(outObj[KEY_ENDDIST]) + ""), "

    Fail

    "] + else: + i = [0, "Edge distance (mm)", " ≥ " + str(outObj[KEY_OUT_MIN_EDGE_DIST]) + "*" + "d" + " = " + str(minEdge) + ", ≤ 12*" + "tmin" + " = " + str(maxEdge) + "
    [cl. 10.2.4]", + ("" + str(outObj[KEY_OUT_EDGE_DIST]) + ""), "

    Pass

    "] + + elif i == KEY_OUT_PLATE_BLK_SHEAR: + if float(outObj[KEY_OUT_PLATE_BLK_SHEAR]) < float(uiObj[KEY_SHEAR]): + i = [0, "Block shear capacity (kN)", " ≥ " + str(uiObj[KEY_SHEAR]), str(outObj[KEY_OUT_PLATE_BLK_SHEAR]), "

    Fail

    "] + else: + i = [0, "Block shear capacity (kN)", " ≥ " + str(uiObj[KEY_SHEAR]), str(outObj[KEY_OUT_PLATE_BLK_SHEAR]), "

    Pass

    "] + + elif i == KEY_OUT_PLATE_HEIGHT: + minheight = outObj[KEY_PLATE_MIN_HEIGHT] + maxheight = outObj[KEY_PLATE_MAX_HEIGHT] + plateheight = outObj[KEY_OUT_PLATE_HEIGHT] + if uiObj[KEY_CONN] in VALUES_CONN_2: + maxheightstring = "D" + "-" + "T" + "-" + 'R1'+ "-" + "cft" + "-" + "crr"+ "- 5" + else: + maxheightstring = "D" + " - 2 * " + "T" + " - 2 * " + 'R1' + "-" + "10" + if int(plateheight) < float(minheight) or int(plateheight) > float(maxheight): + i = [0, "Plate height (mm)", "≥ 0.6*" + "D" + "=" + str(minheight) + ", ≤ " + maxheightstring + "=" + str(maxheight) + + "
    [cl. 10.2.4, Insdag Detailing Manual, 2002]", int(outObj[KEY_OUT_PLATE_HEIGHT]), "

    Fail

    "] + else: + i = [0, "Plate height (mm)", "≥ 0.6*" + "D" + "=" + str(minheight) + ", ≤ " + maxheightstring + "=" + str(maxheight) + + "
    [cl. 10.2.4, Insdag Detailing Manual, 2002]",int(outObj[KEY_OUT_PLATE_HEIGHT]), "

    Pass

    "] + + + elif i == KEY_OUT_PLATE_MOM_CAPACITY: + + if float(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) > float(outObj[KEY_OUT_PLATE_MOM_DEMAND]): + i = [0, "Plate moment capacity (kNm)", + "(2*" + "Bolt shear capacity" + "*" + "p" + "2)/(" + "p" + "*1000) = " + str(outObj[KEY_OUT_PLATE_MOM_DEMAND]), + "Md = (1.2*" +"Fyb" + "*Z)/(1000*1.1) = " + str(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) + "
    [cl. 8.2.1.2]", + "

    Fail

    "] + else: + i = [0, "Plate moment capacity (kNm)", "(2*" + "Bolt shear capacity" + "*" + "p" + "2)/(" + "p" + "*1000) = " + str(outObj[KEY_OUT_PLATE_MOM_DEMAND]), + "Md = (1.2*" + "Fyb "+ "*Z)/(1000*1.1) = " + str(outObj[KEY_OUT_PLATE_MOM_CAPACITY]) + "
    [cl. 8.2.1.2]", + "

    Pass

    "] + + # effWeldLen = str(int(float(outObj["Plate"]['height']) - (2 * float(uiObj["Components"]["Size(mm)-ws"])))) + elif i == KEY_OUT_WELD_LENGTH_EFF: + i = [0, "Effective weld length on each side (mm)", "", "dp" + "-2*" + "ws" + " = " + str(outObj[KEY_OUT_WELD_LENGTH_EFF]), ""] + + elif i == KEY_OUT_WELD_STRENGTH: + if float(outObj[KEY_OUT_WELD_STRESS]) > float(outObj[KEY_OUT_WELD_STRENGTH]): + i = [0, "Weld strength (kN/mm)", + " √[(" + "md*1000" + "*6)/(2*" + "efl)]" + "2)]2 + [" + "Vs" + "/(2*" + + "efl" + ")]2
    = " + str(outObj[KEY_OUT_WELD_STRESS]), + "fv= (0.7*" + "ws" + "*" + "Fuw" + ")/(√3*1.25)
    = " + + "wst" + "
    [cl. 10.5.7]", "

    Fail

    "] + else: + i = [0, "Weld strength (kN/mm)", + " √[(" + "md*1000" + "*6)/(2*" + "efl)]" + "2)]2 + [" + "Vs" + "/(2*" + + "efl" + ")]2
    = " + str(outObj[KEY_OUT_WELD_STRESS]), + "fv= (0.7*" + "ws" + "*" + "Fuw" + ")/(√3*1.25)
    = " + + str(round(outObj[KEY_OUT_WELD_STRENGTH],2))+ "
    [cl. 10.5.7]", "

    Pass

    "] + + return i + + for i in Design_Check: + rstr += t('tr') + a = checks(i) + for j in range(1,len(a)): + rstr += t('td class="detail2"') + space(a[0]) + str(a[j]) + t('/td') + rstr += t('/tr') + + + # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& +# Additional comments + addtionalcomments = str(reportsummary['AdditionalComments']) + rstr += t('table width = 100% border-collapse= "collapse" border="1px solid black"') + rstr += t('''col width=30%''') + rstr += t('''col width=70%''') + + rstr += t('tr') + row = [0, "Additional Comments", addtionalcomments] + rstr += t('td colspan = "3" class= "detail1"') + space(row[0]) + row[1] + t('/td') + rstr += t('td colspan = "3" class= "detail2" align="justified"') + row[2] + t('/td') + rstr += t('/tr') + + rstr += t('/table') + + myfile.write(rstr) + myfile.write(t('/body')) + myfile.write(t('/html')) + myfile.close() + +def space(n): + rstr = " " * 4 * n + return rstr + +def t(n): + return '<' + n + '/>' + +def w(n): + return '{' + n + '}' + +def quote(m): + return '"' + m + '"' + +#header +def header(reportsummary): + companyname = str(reportsummary["ProfileSummary"]['CompanyName']) + companylogo = str(reportsummary["ProfileSummary"]['CompanyLogo']) + groupteamname = str(reportsummary["ProfileSummary"]['Group/TeamName']) + designer = str(reportsummary["ProfileSummary"]['Designer']) + projecttitle = str(reportsummary['ProjectTitle']) + subtitle = str(reportsummary['Subtitle']) + jobnumber = str(reportsummary['JobNumber']) + client = str(reportsummary['Client']) + + + # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& +# Header of the pdf fetched from dialogbox + rstr = t('table border-collapse= "collapse" border="1px solid black" width=100%') + rstr += t('tr') + row = [0, '', 'Created with' " " " " " " " " " " ''] + rstr += t('td colspan="2" align= "center"') + space(row[0]) + row[1] + t('/td') + rstr += t('td colspan="2" align= "center"') + row[2] + t('/td') + rstr += t('/tr') + + rstr += t('tr') + row = [0, 'Company Name'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') +# rstr += t('td style= "font:bold 20px Helvetica, Arial, Sans Serif;background-color:#D5DF93"') + space(row[0]) + row[1] + t('/td') + row = [0, companyname] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + + row = [0, 'Project Title'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, projecttitle] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + + rstr += t('tr') + row = [0, 'Group/Team Name'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, groupteamname] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, 'Subtitle'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, subtitle] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + + rstr += t('tr') + row = [0, 'Designer'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, designer] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, 'Job Number'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, jobnumber] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + + rstr += t('tr') + row = [0, 'Date'] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, time.strftime("%d /%m /%Y")] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, "Client"] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + row = [0, client] + rstr += t('td class="detail" ') + space(row[0]) + row[1] + t('/td') + rstr += t('/tr') + rstr += t('/table') + + rstr += t('hr') +# rstr += t('p>   55 and type(uiObj[i]) != pyl.math.Math: + str_len = len(str(uiObj[i])) + loop_len = round_up((str_len / 55), 1, 1) + for j in range(1, loop_len + 1): + b = 55 * j + 1 + if j == 1: + table.add_row( + (MultiColumn(3, align='|c|', data=MultiRow(loop_len,data=i)), MultiColumn(2, align='|c|', data=uiObj[i][0:b]),)) + else: + table.add_row( + (MultiColumn(3, align='|c|', data=MultiRow(loop_len,data="")), + MultiColumn(2, align='|c|', data=uiObj[i][b - 55:b]),)) + table.add_hline() + else: + table.add_hline() + table.add_row((MultiColumn(3, align='|c|', data=NoEscape(i)), MultiColumn(2, align='|c|', data=uiObj[i]),)) + table.add_hline() + else: + # Use a wider 2-column table for simple modules (approx 17cm width) + # Using 10cm for Key and 7cm for Value to accommodate long keys and keep it balanced + with doc.create(LongTable('|p{9cm}|p{7.5cm}|', row_height=1.2)) as table: + table.add_hline() + for i in uiObj: + if i == "Selected Section Details" or i == KEY_DISP_ANGLE_LIST or i == KEY_DISP_TOPANGLE_LIST or i == KEY_DISP_CLEAT_ANGLE_LIST: + continue + + # No dict handling needed here as we checked complex_layout_needed is False + + if uiObj[i] == "TITLE": + table.add_hline() + table.add_row((MultiColumn(2, align='|c|', data=bold(i), ),)) + table.add_hline() + elif i == 'Section Size*': + table.add_hline() + table.add_row((i, "Ref List of Input Section")) + table.add_hline() + elif len(str(uiObj[i])) > 65 and type(uiObj[i]) != pyl.math.Math: # Adjusted char limit for wider column + str_len = len(str(uiObj[i])) + loop_len = round_up((str_len / 65), 1, 1) + for j in range(1, loop_len + 1): + b = 65 * j + 1 + if j == 1: + table.add_row((MultiRow(loop_len, data=i), uiObj[i][0:b])) + else: + table.add_row(("", uiObj[i][b - 65:b])) + table.add_hline() + else: + table.add_hline() + table.add_row((NoEscape(i), uiObj[i])) + table.add_hline() + for i in uiObj: + if i == 'Section Size*' or i == KEY_DISP_ANGLE_LIST or i == KEY_DISP_TOPANGLE_LIST or i==KEY_DISP_CLEAT_ANGLE_LIST: + with doc.create(Subsection("List of Input Section")): + with doc.create(Tabularx('|p{4cm}|X|', row_height=1.2)) as table: + list_sec = uiObj[i].strip("['']") + print( 'list_sec', list_sec,'\n', list_sec.split("', '")) + # count = 0 + # for i in list_sec: + # print(i) + # count += 1 + str_len = len(list_sec.split("', '")) + print( 'str_len', str_len) + print(f"list_sec.split("', '")[0:220].strip("")", list_sec.split("', '")[0:220]) + print('\n',','.join(f"'{x}'" for x in list_sec.split("', '")[0:220])) + # list_sec.split("', '")[0:220] + if str_len > 200: # 130 + table.add_hline() + table.add_row((MultiColumn(1, align='|c|', data=i, ), + MultiColumn(1, align='|X|', data=','.join(f"'{x}'" for x in list_sec.split("', '")[0:220])),)) + extra_page = True + list_sec_modified = ','.join(f"'{x}'" for x in list_sec.split("', '")[220:]) + # table.add_hline() + # doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + # doc.append(NewPage()) + + else: + table.add_hline() + table.add_row((MultiColumn(1, align='|c|', data=i, ), + MultiColumn(1, align='|X|', data=uiObj[i].strip("[]")),)) + # str_len = len(uiObj[i]) + # loop_len = round_up((str_len/100),1,1) + # table.add_hline() + # for j in range(1,loop_len+1): + # b= 100*j+1 + # if j ==1: + # table.add_row((MultiColumn(1, align='|c|', data=i, ), + # MultiColumn(1, align='|X|', data=uiObj[i][0:b]),)) + # else: + # table.add_row((MultiColumn(1, align='|c|', data=" ", ), + # MultiColumn(1, align='|X|', data=uiObj[i][b-100:b]),)) + table.add_hline() + + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + doc.append(NewPage()) + if extra_page: + with doc.create(Tabularx('|p{4cm}|X|', row_height=1.2)) as table: + table.add_hline() + table.add_row((MultiColumn(1, align='|c|', data='Section Size*', ), + MultiColumn(1, align='|X|', data=list_sec_modified),)) + table.add_hline() + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + doc.append(NewPage()) + count = 0 + with doc.create(Section('Design Checks')): + with doc.create(Tabularx(r'|>{\centering}p{12.5cm}|>{\centering\arraybackslash}X|', row_height=1.2)) as table: + table.add_hline() + # Fail = TextColor("FailColor", bold("Fail")) + # Pass = TextColor("PassColor", bold("Pass")) + + + if does_design_exist != True: + table.add_row(bold('Design Status'),color_cell("Red",bold("Fail"))) + else: + table.add_row(bold('Design Status'),color_cell("OsdagGreen",bold("Pass"))) + table.add_hline() + + for check in Design_Check: + if check[0] == 'SubSection': + if count >=1: + # doc.append(NewPage()) + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + with doc.create(Subsection(check[1])): + with doc.create(LongTable(check[2], row_height=1.2)) as table: # todo anjali remove + table.add_hline() + table.add_row(('Check', 'Required', 'Provided', 'Remarks'), color='OsdagGreen') + table.add_hline() + table.end_table_header() + table.add_hline() + count = count + 1 + elif check[0] == 'NewTable': + if count >= 1: + # doc.append(NewPage()) + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + + with doc.create(Subsection(check[1])): + with doc.create(LongTable(check[2], row_height=1.2)) as table: + table.add_hline() + table.add_row(('Axes', 'Buckling Class', 'Imperfection Factor', ''), color='OsdagGreen') + table.add_hline() + table.end_table_header() + table.add_hline() + count = count + 1 + elif check[0] == "Selected": + if count >=1: + # doc.append(NewPage()) + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + with doc.create(Subsection(check[1])): + with doc.create(LongTable(check[2], row_height=1.2)) as table: + table.add_hline() + for i in uiObj: + # row_cells = ('9', MultiColumn(3, align='|c|', data='Multicolumn not on left')) + + print(i) + if type(uiObj[i]) == dict and i == 'Selected Section Details': + table.add_hline() + sectiondetails = uiObj[i] + image_name = sectiondetails[KEY_DISP_SEC_PROFILE] + Img_path = str(pkg_images.joinpath(image_name + ".png")).replace("\\", "/") + if (len(sectiondetails)) % 2 == 0: + # merge_rows = int(round_up(len(sectiondetails),2)/2 + 2) + merge_rows = int(round_up((len(sectiondetails) / 2), 1, 0) + 2) + else: + merge_rows = int(round_up((len(sectiondetails) / 2), 1, 0) + 1) + print('Hi', len(sectiondetails) / 2, round_up(len(sectiondetails), 2) / 2, + merge_rows) + if (len(sectiondetails)) % 2 == 0: + sectiondetails[''] = '' + a = list(sectiondetails.keys()) + # index=0 + for x in range(1, (merge_rows + 1)): + # table.add_row("Col.Det.",i,columndetails[i]) + if x == 1: + table.add_row( + (MultiRow(merge_rows, + data=StandAloneGraphic(image_options="width=5cm,height=5cm", + filename=Img_path)), + MultiColumn(2, align='|c|', data=NoEscape(a[x])), + MultiColumn(2, align='|c|', data=NoEscape(sectiondetails[a[x]])),)) + elif x <= 4: + table.add_row(('', MultiColumn(2, align='|c|', data=NoEscape(a[x])), + + MultiColumn(2, align='|c|', data=sectiondetails[a[x]]),)) + else: + table.add_row(('', NoEscape(a[x]), sectiondetails[a[x]], NoEscape(a[merge_rows + x - 4]), + sectiondetails[a[merge_rows + x - 4]],)) + + table.add_hline(2, 5) + table.add_hline() + count = count + 1 + else: + # if module != KEY_DISP_FLEXURE: + if check[3] == 'Fail': + table.add_row((NoEscape(check[0])), check[1], check[2], TextColor("Red", bold(check[3]))) + elif check[3] == 'Method A': + table.add_row((NoEscape(check[0])), check[1], check[2], TextColor("Red", bold(check[3]))) + else: + table.add_row((NoEscape(check[0])), check[1], check[2], TextColor("OsdagGreen", bold(check[3]))) + table.add_hline() + # if module == KEY_DISP_FLEXURE: + # doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + # doc.append(NewPage()) + # # if extra_page: + # # with doc.create(Tabularx('|p{4cm}|X|', row_height=1.2)) as table: + # # table.add_hline() + # # table.add_row((MultiColumn(1, align='|c|', data='Section Size*', ), + # # MultiColumn(1, align='|X|', data=list_sec_modified),)) + # # table.add_hline() + # # doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + # # doc.append(NewPage()) + # count = 0 + # with doc.create(Section('Input Data Checks')): + # with doc.create( + # Tabularx(r'|>{\centering}p{12.5cm}|>{\centering\arraybackslash}X|', row_height=1.2)) as table: + # table.add_hline() + # # Fail = TextColor("FailColor", bold("Fail")) + # # Pass = TextColor("PassColor", bold("Pass")) + # + # if does_design_exist != True: + # table.add_row(bold('Design Status'), color_cell("Red", bold("Fail"))) + # else: + # table.add_row(bold('Design Status'), color_cell("OsdagGreen", bold("Pass"))) + # table.add_hline() + # + # for check in Design_Check: + # + # if check[0] == 'SubSection2': + # if count >= 1: + # # doc.append(NewPage()) + # doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + # with doc.create(Subsection(check[1])): + # ######################### + # # if uiObj== "WELDImage": + # # table.add_hline() + # # table.add_row((MultiColumn(5, align='|c|', data=bold(i), ),)) + # # table.add_hline() + # # else: + # ######################### + # with doc.create(LongTable(check[2], row_height=1.2)) as table: # todo anjali remove + # table.add_hline() + # table.add_row(('Check', 'Required', 'Provided', 'Remarks'), color='OsdagGreen') + # table.add_hline() + # table.end_table_header() + # table.add_hline() + # count = count + 1 + # 2D images + if len(Disp_2d_image) != 0: + + if module == KEY_DISP_BCENDPLATE or module == KEY_DISP_BB_EP_SPLICE: + if does_design_exist and sys.platform != 'darwin': + doc.append(NewPage()) + # weld_details = rel_path + Disp_2d_image[0] + weld_details = Disp_2d_image[0] + detailing_details = Disp_2d_image[1] + stiffener_details = Disp_2d_image[2] + + with doc.create(Section('2D Drawings (Typical)')): + + with doc.create(Figure()) as image: + image.add_image(weld_details, width=NoEscape(r'0.7\textwidth'), placement=NoEscape(r'\centering')) + image.add_caption('Typical Weld Details -- Beam to End Plate Connection') + # doc.append(NewPage()) + + with doc.create(Figure()) as image_2: + image_2.add_image(detailing_details, width=NoEscape(r'0.7\textwidth'), placement=NoEscape(r'\centering')) + image_2.add_caption('Typical Detailing') + # doc.append(NewPage()) + + with doc.create(Figure()) as image_3: + image_3.add_image(stiffener_details, width=NoEscape(r'0.9\textwidth'), placement=NoEscape(r'\centering')) + image_3.add_caption('Typical Stiffener Details') + # doc.append(NewPage()) + + elif module == KEY_DISP_BASE_PLATE: + if does_design_exist and sys.platform != 'darwin': + doc.append(NewPage()) + bp_sketch = rel_path + Disp_2d_image[0] + bp_detailing = rel_path + Disp_2d_image[1] + bp_weld = rel_path + Disp_2d_image[2] + bp_anchor = rel_path + Disp_2d_image[3] + bp_key = rel_path + Disp_2d_image[4] + + with doc.create(Section('2D Drawings (Typical)')): + with doc.create(Figure()) as image_1: + image_1.add_image(bp_sketch, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) + image_1.add_caption('Typical Base Plate Details') + # doc.append(NewPage()) + + with doc.create(Figure()) as image_2: + image_2.add_image(bp_detailing, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) + image_2.add_caption('Typical Base Plate Detailing') + # doc.append(NewPage()) + + with doc.create(Figure()) as image_3: + image_3.add_image(bp_weld, width=NoEscape(r'1.0\textwidth'), placement=NoEscape(r'\centering')) + image_3.add_caption('Typical Weld Details') + # doc.append(NewPage()) + + with doc.create(Figure()) as image_4: + image_4.add_image(bp_anchor, width=NoEscape(r'0.5\textwidth'), placement=NoEscape(r'\centering')) + image_4.add_caption('Typical Anchor Bolt Details') + # doc.append(NewPage()) + + if len(Disp_2d_image[-1]) > 0: + with doc.create(Figure()) as image_5: + image_5.add_image(bp_key, width=NoEscape(r'0.9\textwidth'), placement=NoEscape(r'\centering')) + image_5.add_caption('Typical Shear Key Details') + # doc.append(NewPage()) + + if does_design_exist and sys.platform != 'darwin' and Disp_3d_image != '': + doc.append(NewPage()) + Disp_top_image = "/ResourceFiles/images/top.png" + Disp_side_image = "/ResourceFiles/images/side.png" + Disp_front_image = "/ResourceFiles/images/front.png" + view_3dimg_path = self._resolve_report_image_path(filename, rel_path, Disp_3d_image) + view_topimg_path = self._resolve_report_image_path(filename, rel_path, Disp_top_image) + view_sideimg_path = self._resolve_report_image_path(filename, rel_path, Disp_side_image) + view_frontimg_path = self._resolve_report_image_path(filename, rel_path, Disp_front_image) + with doc.create(Section('Views')): + with doc.create(Tabularx(r'|>{\centering}X|>{\centering\arraybackslash}X|', row_height=1.1)) as table: + table.add_hline() + table.add_row([StandAloneGraphic(image_options="height=4cm",filename=view_3dimg_path), + StandAloneGraphic(image_options="height=4cm",filename=view_topimg_path)]) + table.add_row('(a) 3D View', '(b) Top View') + table.add_hline() + table.add_row([StandAloneGraphic(image_options="height=4cm", filename=view_sideimg_path), + StandAloneGraphic(image_options="height=4cm", filename=view_frontimg_path)]) + table.add_row('(c) Side View', '(d) Front View') + table.add_hline() + # with doc.create(Figure(position='h!')) as view_3D: + # view_3dimg_path = rel_path + Disp_3d_image + # # view_3D.add_image(filename=view_3dimg_path, width=NoEscape(r'\linewidth')) + # + # view_3D.add_image(filename=view_3dimg_path,width=NoEscape(r'\linewidth,height=6.5cm')) + # + # view_3D.add_caption('3D View') + else: + doc.append(NewPage()) + imgpath_broken = pkg_images.joinpath("broken.png") + view_3dimg_path = imgpath_broken + view_topimg_path = imgpath_broken + view_sideimg_path = imgpath_broken + view_frontimg_path = imgpath_broken + with doc.create(Section('Views')): + with doc.create(Tabularx(r'|>{\centering}X|>{\centering\arraybackslash}X|', row_height=1.1)) as table: + view_3dimg_path = imgpath_broken + view_topimg_path = imgpath_broken + view_sideimg_path = imgpath_broken + view_frontimg_path = imgpath_broken + table.add_hline() + table.add_row([StandAloneGraphic(image_options="height=4cm", filename=view_3dimg_path), + StandAloneGraphic(image_options="height=4cm", filename=view_topimg_path)]) + table.add_row('(a) 3D View', '(b) Top View') + table.add_hline() + table.add_row([StandAloneGraphic(image_options="height=4cm", filename=view_sideimg_path), + StandAloneGraphic(image_options="height=4cm", filename=view_frontimg_path)]) + table.add_row('(c) Side View', '(d) Front View') + table.add_hline() + + with doc.create(Section('Design Log')): + doc.append(pyl.Command('Needspace', arguments=NoEscape(r'10\baselineskip'))) + logger_msgs=reportsummary['logger_messages'].split('\n') + for msg in logger_msgs: + if('WARNING' in msg): + colour='blue' + elif('INFO' in msg): + colour='OsdagGreen' + elif('ERROR' in msg): + colour='red' + else: + continue + doc.append(TextColor(colour,'\n'+msg)) + + doc.append(pyl.Command('vspace', arguments='10mm')) + with doc.create(Tabularx('|X|', row_height=1.5)) as table: + table.add_hline() + table.add_row((MultiColumn(1, align='|c|', data=bold('Note')),), color='OsdagGreen') + table.add_hline() + table.add_row([NoEscape(r'The sharing of unabridged Osdag design reports is encouraged between the designer and the reviewer for clarity (on code compliance) and openness. The output from Osdag shall be owned by the individual structural designer, and the designer also remains responsible for the final design submitted to the client, along with associated documents.')]) + table.add_hline() + + try: + latex_executable = get_latex_executable() + doc.generate_pdf(filename, compiler=latex_executable, clean_tex = False) + except Exception as e: + pass + + +def color_cell(cellcolor,celltext): + string = NoEscape(r'\cellcolor{'+cellcolor+r'}{'+celltext+r'}') + return string \ No newline at end of file diff --git a/design_report/report_generator_base_plate.py b/osdag_core/design_report/report_generator_base_plate.py similarity index 99% rename from design_report/report_generator_base_plate.py rename to osdag_core/design_report/report_generator_base_plate.py index 31a85baa5..a4a6bc54a 100644 --- a/design_report/report_generator_base_plate.py +++ b/osdag_core/design_report/report_generator_base_plate.py @@ -26,11 +26,11 @@ """ # Import modules and classes -from design_type.connection.base_plate_connection import BasePlateConnection +from ..design_type.connection.base_plate_connection import BasePlateConnection # from design_type.connection.base_plate_connection import * -from Common import * -from Report_functions import * -from design_report.reportGenerator_latex import CreateLatex +from ..Common import * +from ..Report_functions import * +from .reportGenerator_latex import CreateLatex self = BasePlateConnection diff --git a/design_type/tension_member/__init__.py b/osdag_core/design_type/__init__.py similarity index 100% rename from design_type/tension_member/__init__.py rename to osdag_core/design_type/__init__.py diff --git a/osdag_core/design_type/beam_column/Beam_Colum_Compression.py b/osdag_core/design_type/beam_column/Beam_Colum_Compression.py new file mode 100644 index 000000000..7ad46a6e9 --- /dev/null +++ b/osdag_core/design_type/beam_column/Beam_Colum_Compression.py @@ -0,0 +1,1327 @@ +""" +Main module: Design of Compression Member +Sub-module: Design of column (loaded axially) + +@author: Rutvik Joshi, N swaroop, Adnan Abdullah (Project interns, 2021) + Danish Ansari + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + +""" +import logging +import math +import numpy as np +from ...Common import * +from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex + +# TODO: change to BeamColumnDesign + +class ColumnDesign(Member): + + def __init__(self): + print(f"Here10") + super(ColumnDesign, self).__init__() + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_TAB_1, self.tab_channel_section) + # tabs.append(t2) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_column_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + """ + + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + It returns list of tuple which contains, tab name, keys whose values will be changed, + function to change the values and arguments for the function. + + [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] + + Here Argument list should have only one element. + Changing of this element,(either changing index or text depending on widget type), + will update the list of keys (this can be more than one). + TODO: input widget type of keys (3rd element) is no longer required. needs to be removed + + """ + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + # t3 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE, KEY_SEC_MATERIAL,'Label_0'], + # [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14', + # 'Label_4', 'Label_5', + # 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', + # 'Label_19', 'Label_20', 'Label_21', + # 'Label_22', 'Label_23', 'Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_new_channel_section_properties) + # change_tab.append(t3) + + + # t4 = (DISP_TITLE_CHANNEL, ['Label_1', 'Label_2', 'Label_3', 'Label_13','Label_14'], + # ['Label_9', 'Label_10','Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17','Label_19', 'Label_20', 'Label_21', 'Label_22','Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_Channel_sec_properties) + + # change_tab.append(t4) + + # t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + # change_tab.append(t7) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + # t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, ['Label_8', KEY_SEC_MATERIAL]) + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL])#Need to check + design_input.append(t1) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + # design_input.append(t2) + + # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY, 'Label_21']) + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA, KEY_STEEL_COST]) + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS1, KEY_ALLOW_CLASS2, KEY_ALLOW_CLASS3, KEY_ALLOW_CLASS4]) + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + This is declared in ui_template.py line 557 + + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets are design preference values to default. + If any design preference value needs to be set to input dock value, tuple shall be written as: + + (Key of input dock, [List of Keys from design prefernce], 'Input Dock') + + eg: input_dp_conn_list [('Material', ['Member.Material'], 'Input Dock'), (None, ['Optimum.AllowUR', 'Effective.Area_Para', 'Optimum.Para', 'Optimum.Class1', 'Optimum.Class2', 'Optimum.Class3', 'Optimum.Class4', 'Steel.Cost', 'Design.Design_Method'], '')] + + If the values needs to be set to default, + + (None, [List of Design Prefernce Keys], '') + + """ + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA, KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS1, KEY_ALLOW_CLASS2, KEY_ALLOW_CLASS3, + KEY_ALLOW_CLASS4, KEY_STEEL_COST, KEY_DP_DESIGN_METHOD], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + add_buttons = [] + + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + add_buttons.append(t2) + + # t2 = (DISP_TITLE_CHANNEL, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + # ['Channels', 'Back to Back Channels'], "Channels") + # add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_UR: '1.0', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_OPTIMIZATION_PARA: 'Utilization Ratio', + KEY_STEEL_COST: '50', + KEY_ALLOW_CLASS1: 'Yes', + KEY_ALLOW_CLASS2: 'Yes', + KEY_ALLOW_CLASS3: 'Yes', + KEY_ALLOW_CLASS4: 'Yes', + KEY_DP_DESIGN_METHOD: "Limit State Design", + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_COMPRESSION_COLUMN + + def set_osdaglogger(key): + """ + Set logger for Column Design Module. + """ + global logger + logger = logging.getLogger('Osdag') + + logger.setLevel(logging.DEBUG) + handler = logging.StreamHandler() + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + + handler.setFormatter(formatter) + logger.addHandler(handler) + handler = logging.FileHandler('logging_text.log') + + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + if key is not None: + handler = OurLog(key) + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + """ + Function declared in ui_template.py line 566 + + Fuction to return a list of tuples to be displayed as the UI (Input Dock) + + eg:[(None, 'Section Property', 'Title', None, True, 'No Validator'), ('Module', 'Pure Axial Column Design', 'Window Title', None, True, 'No Validator'), ('Member.Profile', 'Section Profile*', 'ComboBox', ['Beams', 'Columns', 'RHS', 'SHS', 'CHS', 'Angles', 'Back to Back Angles', 'Channels', 'Back to Back Channels'], True, 'No Validator'), ('Member.Designation', 'Section Size*', 'ComboBox_Customized', ['All', 'Customized'], True, 'No Validator'), ('Material', 'Material', 'ComboBox', ['E 165 (Fe 290)', 'E 250 (Fe 410 W)A', 'E 250 (Fe 410 W)B', 'E 250 (Fe 410 W)C', 'E 300 (Fe 440)', 'E 350 (Fe 490)', 'E 410 (Fe 540)', 'E 450 (Fe 570)D', 'E 450 (Fe 590) E', 'Cus_400_500_600_1400', 'Custom'], True, 'No Validator'), (None, 'Section Data', 'Title', None, True, 'No Validator'), ('Actual.Length_zz', 'Actual Length (z-z), mm', 'TextBox', None, True, 'Int Validator'), ('Actual.Length_yy', 'Actual Length (y-y), mm', 'TextBox', None, True, 'Int Validator'), (None, 'End Condition', 'Title', None, True, 'No Validator'), ('End_1', 'End 1', 'ComboBox', ['Fixed', 'Free', 'Hinged', 'Roller'], True, 'No Validator'), ('End_2', 'End 2', 'ComboBox', ['Fixed', 'Free', 'Hinged', 'Roller'], True, 'No Validator'), ('Image', None, 'Image_compression', str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")), True, 'No Validator'), (None, 'Factored Loads', 'Title', None, True, 'No Validator'), ('Load.Axial', 'Axial Force (kN)', 'TextBox', None, True, 'Int Validator')] + """ + + self.module = KEY_DISP_COMPRESSION_COLUMN + options_list = [] + + t1 = (None, KEY_SECTION_PROPERTY, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_COMPRESSION_COLUMN, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE, True, 'No Validator') + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t5 = (KEY_ACTUAL_LEN_ZZ, KEY_DISP_ACTUAL_LEN_ZZ, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t6 = (KEY_ACTUAL_LEN_YY, KEY_DISP_ACTUAL_LEN_YY, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t6) + + t9 = (None, KEY_DISP_END_CONDITION, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_END1, KEY_DISP_END1, TYPE_COMBOBOX, VALUES_END1, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_END2, KEY_DISP_END2, TYPE_COMBOBOX, VALUES_END2, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_IMAGE, None, TYPE_IMAGE_COMPRESSION, str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")), True, 'No Validator') + options_list.append(t12) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t8) + + return options_list + + def fn_profile_section(self, arg): + + profile = arg[0] + if profile == 'Beams': + return connectdb("Beams", call_type="popup") + elif profile == 'Columns': + return connectdb("Columns", call_type="popup") + elif profile == 'RHS': + return connectdb("RHS", call_type="popup") + elif profile == 'SHS': + return connectdb("SHS", call_type="popup") + elif profile == 'CHS': + return connectdb("CHS", call_type="popup") + elif profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + return connectdb('Angles', call_type= "popup") + elif profile in ['Channels', 'Back to Back Channels']: + return connectdb("Channels", call_type= "popup") + + def fn_end1_end2(self, arg): + + end1 = arg[0] + if end1 == 'Fixed': + return VALUES_END2 + elif end1 == 'Free': + return ['Fixed'] + elif end1 == 'Hinged': + return ['Fixed', 'Hinged', 'Roller'] + elif end1 == 'Roller': + return ['Fixed', 'Hinged'] + + def fn_end1_image(self, arg): + + if arg == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")) + elif arg == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF.PNG")) + elif arg == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF.PNG")) + elif arg == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR.PNG")) + + def fn_end2_image(self, arg): + + end1 = arg[0] + end2 = arg[1] + + if end1 == 'Fixed': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")) + elif end2 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF_rotated.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF_rotated.PNG")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR_rotated.PNG")) + elif end1 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF.PNG")) + elif end1 == 'Hinged': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("3.RFRF.PNG")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("2.FRFR_rotated.PNG")) + elif end1 == 'Roller': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("2.FRFR.PNG")) + + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + t2 = ([KEY_END1], KEY_END2, TYPE_COMBOBOX, self.fn_end1_end2) + lst.append(t2) + + t3 = ([KEY_END1, KEY_END2], KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) + lst.append(t3) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + # t4 = (KEY_END2, KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) + # lst.append(t4) + + return lst + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_OPTIMUM_SECTION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, self.result_UR if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + t2 = (KEY_EFF_SEC_AREA_ZZ, KEY_DISP_EFF_SEC_AREA_ZZ, TYPE_TEXTBOX, round(self.result_effective_area, 2) if flag else '', True) + out_list.append(t2) + + t1 = (None, DISP_TITLE_ZZ, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_EFF_LEN_ZZ, KEY_DISP_EFF_LEN_ZZ, TYPE_TEXTBOX, round(self.result_eff_len_zz * 1e-3, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS_ZZ, KEY_DISP_EULER_BUCKLING_STRESS_ZZ, TYPE_TEXTBOX, round(self.result_ebs_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE_ZZ, KEY_DISP_BUCKLING_CURVE_ZZ, TYPE_TEXTBOX, self.result_bc_zz if flag else '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR_ZZ, KEY_DISP_IMPERFECTION_FACTOR_ZZ, TYPE_TEXTBOX, round(self.result_IF_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_ZZ, KEY_DISP_SR_FACTOR_ZZ, TYPE_TEXTBOX, round(self.result_srf_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_ZZ, KEY_DISP_NON_DIM_ESR_ZZ, TYPE_TEXTBOX, round(self.result_nd_esr_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_COMP_STRESS_ZZ, KEY_DISP_COMP_STRESS_ZZ, TYPE_TEXTBOX, round(self.result_fcd_zz, 2) if flag else '', True) + out_list.append(t2) + + t10 = (None, DISP_TITLE_YY, TYPE_TITLE, None, True) + out_list.append(t10) + + t2 = (KEY_EFF_LEN_YY, KEY_DISP_EFF_LEN_YY, TYPE_TEXTBOX, round(self.result_eff_len_yy * 1e-3, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS_YY, KEY_DISP_EULER_BUCKLING_STRESS_YY, TYPE_TEXTBOX, round(self.result_ebs_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE_YY, KEY_DISP_BUCKLING_CURVE_YY, TYPE_TEXTBOX, self.result_bc_yy if flag else '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR_YY, KEY_DISP_IMPERFECTION_FACTOR_YY, TYPE_TEXTBOX, round(self.result_IF_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_YY, KEY_DISP_SR_FACTOR_YY, TYPE_TEXTBOX, round(self.result_srf_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_YY, KEY_DISP_NON_DIM_ESR_YY, TYPE_TEXTBOX, round(self.result_nd_esr_yy, 2) if flag else '', True) + out_list.append(t2) + + # t2 = (KEY_EFF_SEC_AREA_YY, KEY_DISP_EFF_SEC_AREA_YY, TYPE_TEXTBOX, round(self.effective_area, 2) if flag else '', True) + # out_list.append(t2) + + t2 = (KEY_COMP_STRESS_YY, KEY_DISP_COMP_STRESS_YY, TYPE_TEXTBOX, round(self.result_fcd_yy, 2) if flag else '', True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_DESIGN_STRENGTH_COMPRESSION, TYPE_TEXTBOX, round(self.result_capacity * 1e-3, 2) if flag else + '', True) + out_list.append(t1) + + return out_list + + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + option_list = self.input_values(self) + missing_fields_list = [] + print(f'func_for_validation option_list {option_list}') + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2]: + val = option[3] + if design_dictionary[option[0]] == val[0]: + missing_fields_list.append(option[1]) + + if len(missing_fields_list) > 0: + + error = self.generate_missing_fields_error_string(self, missing_fields_list) + all_errors.append(error) + # flag = False + else: + flag = True + + if flag: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(self, design_dictionary) + else: + return all_errors + + def get_3d_components(self): + + components = [] + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + global logger + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + for section in self.sec_list: + if section in red_list: + logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + super(ColumnDesign, self).set_input_values(self, design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = 'Member' + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # section user data + self.length_zz = float(design_dictionary[KEY_ACTUAL_LEN_ZZ]) + self.length_yy = float(design_dictionary[KEY_ACTUAL_LEN_YY]) + + # end condition + self.end_1 = design_dictionary[KEY_END1] + self.end_2 = design_dictionary[KEY_END2] + + # factored loads + self.load = Load(axial_force=design_dictionary[KEY_AXIAL], shear_force="", moment="", moment_minor="", unit_kNm=True) + + # design preferences + self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.optimization_parameter = design_dictionary[KEY_OPTIMIZATION_PARA] + self.allow_class1 = design_dictionary[KEY_ALLOW_CLASS1] + self.allow_class2 = design_dictionary[KEY_ALLOW_CLASS2] + self.allow_class3 = design_dictionary[KEY_ALLOW_CLASS3] + self.allow_class4 = design_dictionary[KEY_ALLOW_CLASS4] + self.steel_cost_per_kg = float(design_dictionary[KEY_STEEL_COST]) + + self.allowed_sections = [] + + if self.allow_class1 == "Yes": + self.allowed_sections.append('Plastic') + if self.allow_class2 == "Yes": + self.allowed_sections.append('Compact') + if self.allow_class3 == "Yes": + self.allowed_sections.append('Semi-Compact') + if self.allow_class4 == "Yes": + self.allowed_sections.append('Slender') + + print(self.allowed_sections) + + print("==================") + print(self.module) + print(self.sec_list) + print(self.sec_profile) + print(self.material) + print(self.length_yy) + print(self.length_zz) + print(self.load) + print(self.end_1, self.end_2) + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + # print(f"Here[Column/set_input_values/self.gamma_m0{self.gamma_m0}]") + # material property + self.material_property = Material(material_grade=self.material, thickness=0) + + # initialize the design status + self.design_status_list = [] + self.design_status = False + + flag = self.section_classification(self) + print(flag) + if flag: + self.design_column(self) + self.results(self) + print(f"Here[Column/set_input_values]") + + # Simulation starts here + def section_classification(self): + """ Classify the sections based on Table 2 of IS 800:2007 """ + local_flag = True + self.input_section_list = [] + self.input_section_classification = {} + + for section in self.sec_list: + trial_section = section.strip("'") + + # fetching the section properties + if self.sec_profile == VALUES_SEC_PROFILE[0]: # Beams + self.section_property = Beam(designation=trial_section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[1]: # Columns + self.section_property = Column(designation=trial_section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[2]: # RHS + self.section_property = RHS(designation=trial_section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[3]: # SHS + self.section_property = SHS(designation=trial_section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[4]: # CHS + self.section_property = CHS(designation=trial_section, material_grade=self.material) + else: + self.section_property = Column(designation=trial_section, material_grade=self.material) + + # updating the material property based on thickness of the thickest element + self.material_property.connect_to_database_to_get_fy_fu(self.material, + max(self.section_property.flange_thickness, self.section_property.web_thickness)) + + # section classification + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + + if self.section_property.type == 'Rolled': + self.flange_class = IS800_2007.Table2_i((self.section_property.flange_width / 2), self.section_property.flange_thickness, + self.material_property.fy, self.section_property.type)[0] + else: + self.flange_class = IS800_2007.Table2_i(((self.section_property.flange_width / 2) - (self.section_property.web_thickness / 2)), + self.section_property.flange_thickness, self.section_property.fy, + self.section_property.type)[0] + + self.web_class = IS800_2007.Table2_iii((self.section_property.depth - (2 * self.section_property.flange_thickness)), + self.section_property.web_thickness, self.material_property.fy, + classification_type='Axial compression') + + elif (self.sec_profile == VALUES_SEC_PROFILE[2]) or (self.sec_profile == VALUES_SEC_PROFILE[3]): # RHS or SHS + self.flange_class = IS800_2007.Table2_iii((self.section_property.depth - (2 * self.section_property.flange_thickness)), + self.section_property.flange_thickness, self.material_property.fy, + classification_type='Axial compression') + self.web_class = self.flange_class + + elif self.sec_profile == VALUES_SEC_PROFILE[4]: # CHS + self.flange_class = IS800_2007.Table2_x(self.section_property.out_diameter, self.section_property.flange_thickness, + self.material_property.fy, load_type='axial compression') + self.web_class = self.flange_class #Why? + # print(f"self.web_class{self.web_class}") + + if self.flange_class == 'Slender' or self.web_class == 'Slender': + self.section_class = 'Slender' + else: + if self.flange_class == 'Plastic' and self.web_class == 'Plastic': + self.section_class = 'Plastic' + elif self.flange_class == 'Plastic' and self.web_class == 'Compact': + self.section_class = 'Compact' + elif self.flange_class == 'Plastic' and self.web_class == 'Semi-Compact': + self.section_class = 'Semi-Compact' + elif self.flange_class == 'Compact' and self.web_class == 'Plastic': + self.section_class = 'Compact' + elif self.flange_class == 'Compact' and self.web_class == 'Compact': + self.section_class = 'Compact' + elif self.flange_class == 'Compact' and self.web_class == 'Semi-Compact': + self.section_class = 'Semi-Compact' + elif self.flange_class == 'Semi-Compact' and self.web_class == 'Plastic': + self.section_class = 'Semi-Compact' + elif self.flange_class == 'Semi-Compact' and self.web_class == 'Compact': + self.section_class = 'Semi-Compact' + elif self.flange_class == 'Semi-Compact' and self.web_class == 'Semi-Compact': + self.section_class = 'Semi-Compact' + + logger.info("The flange of the trial section ({}) is {} and web is {}. The section is {} [Reference: Cl 3.7, IS 800:2007].". + format(trial_section, self.flange_class, self.web_class, self.section_class)) + + # 2.2 - Effective length + temp_yy = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members( + self.length_yy, + end_1=self.end_1, + end_2=self.end_2) + self.effective_length_yy = temp_yy * IS800_2007.cl_7_2_4_effective_length_of_truss_compression_members( + self.length_yy, + self.sec_profile) / self.length_yy # mm + print(f"self.effective_length {self.effective_length_yy} ") + + temp_zz = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members( + self.length_zz, + end_1=self.end_1, + end_2=self.end_2) + self.effective_length_zz = temp_yy * IS800_2007.cl_7_2_4_effective_length_of_truss_compression_members( + self.length_yy, + self.sec_profile) / self.length_yy # mm + print(f"self.effective_length {self.effective_length_zz} ") + + # 2.3 - Effective slenderness ratio + self.effective_sr_zz = self.effective_length_zz / self.section_property.rad_of_gy_z + self.effective_sr_yy = self.effective_length_yy / self.section_property.rad_of_gy_y + + limit = IS800_2007.cl_3_8_max_slenderness_ratio(1) + if self.effective_sr_zz > limit and self.effective_sr_yy > limit: + logger.warning("Length provided is beyond the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + logger.error("Cannot compute. Given Length does not pass.") + local_flag = False + else: + logger.info("Length provided is within the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + + + if len(self.allowed_sections) == 0: + logger.warning("Select at-least one type of section in the design preferences tab.") + logger.error("Cannot compute. Selected section classification type is Null.") + self.design_status = False + self.design_status_list.append(self.design_status) + + if self.section_class in self.allowed_sections: + self.input_section_list.append(trial_section) + self.input_section_classification.update({trial_section: self.section_class}) + # print(f"self.section_class{self.section_class}") + return local_flag + + def design_column(self): + """ Perform design of column """ + # checking DP inputs + if (self.allowable_utilization_ratio <= 0.10) or (self.allowable_utilization_ratio > 1.0): + logger.warning("The defined value of Utilization Ratio in the design preferences tab is out of the suggested range.") + logger.info("Provide an appropriate input and re-design.") + logger.info("Assuming a default value of 1.0.") + self.allowable_utilization_ratio = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + logger.warning("The defined value of Effective Area Factor in the design preferences tab is out of the suggested range.") + logger.info("Provide an appropriate input and re-design.") + logger.info("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + if (self.steel_cost_per_kg == 0.10) or (self.effective_area_factor > 1.0): + logger.warning("The defined value of the cost of steel (in INR) in the design preferences tab is out of the suggested range.") + logger.info("Provide an appropriate input and re-design.") + logger.info("Assuming a default rate of 50 (INR/kg).") + self.steel_cost_per_kg = 50 + self.design_status = False + self.design_status_list.append(self.design_status) + + if len(self.input_section_list) > 0: + + # initializing lists to store the optimum results based on optimum UR and cost + + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + + i = 1 + for section in self.input_section_list: # iterating the design over each section to find the most optimum section + + # fetching the section properties of the selected section + if self.sec_profile == VALUES_SEC_PROFILE[0]: # Beams + self.section_property = Beam(designation=section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[1]: # Columns + self.section_property = Column(designation=section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[2]: # RHS + self.section_property = RHS(designation=section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[3]: # SHS + self.section_property = SHS(designation=section, material_grade=self.material) + elif self.sec_profile == VALUES_SEC_PROFILE[4]: # CHS + self.section_property = CHS(designation=section, material_grade=self.material) + else: #Why? + self.section_property = Column(designation=section, material_grade=self.material) + + self.material_property.connect_to_database_to_get_fy_fu(self.material, max(self.section_property.flange_thickness, + self.section_property.web_thickness)) + + self.epsilon = math.sqrt(250 / self.material_property.fy) + + # initialize lists for updating the results dictionary + list_zz = [] + list_yy = [] + + list_zz.append(section) + list_yy.append(section) + + # Step 1 - computing the effective sectional area + self.section_class = self.input_section_classification[section] + + if self.section_class == 'Slender': + logger.warning("The trial section ({}) is Slender. Computing the Effective Sectional Area as per Sec. 9.7.2, " + "Fig. 2 (B & C) of The National Building Code of India (NBC), 2016.".format(section)) + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + self.effective_area = (2 * ((31.4 * self.epsilon * self.section_property.flange_thickness) * + self.section_property.flange_thickness)) + \ + (2 * ((21 * self.epsilon * self.section_property.web_thickness) * self.section_property.web_thickness)) + elif (self.sec_profile == VALUES_SEC_PROFILE[2]) or (self.sec_profile == VALUES_SEC_PROFILE[3]): + self.effective_area = (2 * 21 * self.epsilon * self.section_property.flange_thickness) * 2 + else: + self.effective_area = self.section_property.area # mm2 + # print(f"self.effective_area{self.effective_area}") + + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round(self.effective_area * self.effective_area_factor, 2) + + logger.warning("Reducing the effective sectional area as per the definition in the Design Preferences tab.") + logger.info("The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]". + format(round((self.effective_area / self.effective_area_factor), 2), self.effective_area)) + else: + if self.section_class != 'Slender': + logger.info("The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007].") + + list_zz.append(self.section_class) + list_yy.append(self.section_class) + + list_zz.append(self.effective_area) + list_yy.append(self.effective_area) + + # Step 2 - computing the design compressive stress + + # 2.1 - Buckling curve classification and Imperfection factor + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + + if self.section_property.type == 'Rolled': + self.buckling_class_zz = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(self.section_property.flange_width, + self.section_property.depth, + self.section_property.flange_thickness, + cross_section='Rolled I-sections', + section_type='Hot rolled')['z-z'] + self.buckling_class_yy = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(self.section_property.flange_width, + self.section_property.depth, + self.section_property.flange_thickness, + cross_section='Rolled I-sections', + section_type='Hot rolled')['y-y'] + else: + self.buckling_class_zz = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(self.section_property.flange_width, + self.section_property.depth, + self.section_property.flange_thickness, + cross_section='Welded I-section', + section_type='Hot rolled')['z-z'] + self.buckling_class_yy = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(self.section_property.flange_width, + self.section_property.depth, + self.section_property.flange_thickness, + cross_section='Welded I-section', + section_type='Hot rolled')['y-y'] + else: + self.buckling_class_zz = 'a' + self.buckling_class_yy = 'a' + + self.imperfection_factor_zz = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class=self.buckling_class_zz) + self.imperfection_factor_yy = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class=self.buckling_class_yy) + + list_zz.append(self.buckling_class_zz) + list_yy.append(self.buckling_class_yy) + + list_zz.append(self.imperfection_factor_zz) + list_yy.append(self.imperfection_factor_yy) + + # 2.2 - Effective length + self.effective_length_zz = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members(self.length_zz , + end_1=self.end_1, + end_2=self.end_2) # mm + self.effective_length_yy = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members(self.length_yy , + end_1=self.end_1, + end_2=self.end_2) # mm + + list_zz.append(self.effective_length_zz) + list_yy.append(self.effective_length_yy) + + # 2.3 - Effective slenderness ratio + self.effective_sr_zz = self.effective_length_zz / self.section_property.rad_of_gy_z + self.effective_sr_yy = self.effective_length_yy / self.section_property.rad_of_gy_y + + list_zz.append(self.effective_sr_zz) + list_yy.append(self.effective_sr_yy) + + # 2.4 - Euler buckling stress + self.euler_bs_zz = (math.pi ** 2 * self.section_property.modulus_of_elasticity) / self.effective_sr_zz ** 2 + self.euler_bs_yy = (math.pi ** 2 * self.section_property.modulus_of_elasticity) / self.effective_sr_yy ** 2 + + list_zz.append(self.euler_bs_zz) + list_yy.append(self.euler_bs_yy) + + # 2.5 - Non-dimensional effective slenderness ratio + self.non_dim_eff_sr_zz = math.sqrt(self.material_property.fy / self.euler_bs_zz) + self.non_dim_eff_sr_yy = math.sqrt(self.material_property.fy / self.euler_bs_yy) + # print(f"self.non_dim_eff_sr_zz{self.non_dim_eff_sr_yy},self.phi_yy{self.non_dim_eff_sr_yy}/n") + + list_zz.append(self.non_dim_eff_sr_zz) + list_yy.append(self.non_dim_eff_sr_yy) + + # 2.5 - phi + self.phi_zz = 0.5 * (1 + (self.imperfection_factor_zz * (self.non_dim_eff_sr_zz - 0.2)) + self.non_dim_eff_sr_zz ** 2) + self.phi_yy = 0.5 * (1 + (self.imperfection_factor_yy * (self.non_dim_eff_sr_yy - 0.2)) + self.non_dim_eff_sr_yy ** 2) + # print(f"self.phi_zz{self.phi_zz},self.phi_yy{self.phi_yy}, self.imperfection_factor_zz{self.imperfection_factor_zz}") + + list_zz.append(self.phi_zz) + list_yy.append(self.phi_yy) + + # 2.6 - Design compressive stress + self.stress_reduction_factor_zz = 1 / (self.phi_zz + (self.phi_zz ** 2 - self.non_dim_eff_sr_zz ** 2) ** 0.5) + self.stress_reduction_factor_yy = 1 / (self.phi_yy + (self.phi_yy ** 2 - self.non_dim_eff_sr_yy ** 2) ** 0.5) + + list_zz.append(self.stress_reduction_factor_zz) + list_yy.append(self.stress_reduction_factor_yy) + + self.f_cd_1_zz = (self.stress_reduction_factor_zz * self.material_property.fy) / self.gamma_m0 + self.f_cd_1_yy = (self.stress_reduction_factor_yy * self.material_property.fy) / self.gamma_m0 + self.f_cd_2 = self.material_property.fy / self.gamma_m0 + + self.f_cd_zz = min(self.f_cd_1_zz, self.f_cd_2) + self.f_cd_yy = min(self.f_cd_1_yy, self.f_cd_2) + + self.f_cd = min(self.f_cd_zz, self.f_cd_yy) + + list_zz.append(self.f_cd_1_zz) + list_yy.append(self.f_cd_1_yy) + + list_zz.append(self.f_cd_2) + list_yy.append(self.f_cd_2) + + list_zz.append(self.f_cd_zz) + list_yy.append(self.f_cd_yy) + + list_zz.append(self.f_cd) + list_yy.append(self.f_cd) + + # 2.7 - Capacity of the section + self.section_capacity = self.f_cd * self.effective_area # N + + list_zz.append(self.section_capacity) + list_yy.append(self.section_capacity) + + # 2.8 - UR + self.ur = round(self.load.axial_force / self.section_capacity, 3) + + list_zz.append(self.ur) + list_yy.append(self.ur) + self.optimum_section_ur.append(self.ur) + + # 2.9 - Cost of the section in INR + self.cost = (self.section_property.unit_mass * self.section_property.area * 1e-4) * min(self.length_zz, self.length_yy) * \ + self.steel_cost_per_kg + + list_zz.append(self.cost) + list_yy.append(self.cost) + self.optimum_section_cost.append(self.cost) + # print(f"list_zz{list_zz},list_yy{list_yy} ") + + # Step 3 - Storing the optimum results to a list in a descending order + + list_1 = ['Designation', 'Section class', 'Effective area', 'Buckling_curve_zz', 'IF_zz', 'Effective_length_zz', 'Effective_SR_zz', + 'EBS_zz', 'ND_ESR_zz', 'phi_zz', 'SRF_zz', 'FCD_1_zz', 'FCD_2', 'FCD_zz', 'FCD', 'Capacity', 'UR', 'Cost', 'Designation', + 'Section class', 'Effective area', 'Buckling_curve_yy', 'IF_yy', 'Effective_length_yy', 'Effective_SR_yy', 'EBS_yy', + 'ND_ESR_yy', 'phi_yy', 'SRF_yy', 'FCD_1_yy', 'FCD_2', 'FCD_yy', 'FCD', 'Capacity', 'UR', 'Cost'] + + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + + list_2 = list_zz + list_yy + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_zz + list_yy #Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + else: + logger.warning("The section(s) defined for performing the column design is/are not selected based on the selected Inputs and/or " + "Design Preferences") + logger.error("Cannot compute!") + logger.info("Change the inputs provided and re-design.") + self.design_status = False + self.design_status_list.append(self.design_status) + # print(f"design_status_list{self.design_status_list}") + + def results(self): + """ """ + # sorting results from the dataset + + # results based on UR + if self.optimization_parameter == 'Utilization Ratio': + filter_UR = filter(lambda x: x <= min(self.allowable_utilization_ratio, 1.0), self.optimum_section_ur) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + # print(f"self.optimum_section_ur{self.optimum_section_ur}") + #print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + logger.warning("The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + logger.error("The solver did not find any adequate section from the defined list.") + logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + self.design_status_list.append(self.design_status) + + else: + self.result_UR = self.optimum_section_ur[-1] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + + # print results + if len(self.optimum_section_ur) == 0: + logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + logger.error("The solver did not find any adequate section from the defined list.") + logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + self.design_status_list.append(self.design_status) + pass + else: + if self.optimization_parameter == 'Utilization Ratio': + self.result_designation = self.optimum_section_ur_results[self.result_UR]['Designation'] + self.result_section_class = self.optimum_section_ur_results[self.result_UR]['Section class'] + self.result_effective_area = self.optimum_section_ur_results[self.result_UR]['Effective area'] + + self.result_bc_zz = self.optimum_section_ur_results[self.result_UR]['Buckling_curve_zz'] + self.result_bc_yy = self.optimum_section_ur_results[self.result_UR]['Buckling_curve_yy'] + + self.result_IF_zz = self.optimum_section_ur_results[self.result_UR]['IF_zz'] + self.result_IF_yy = self.optimum_section_ur_results[self.result_UR]['IF_yy'] + + self.result_eff_len_zz = self.optimum_section_ur_results[self.result_UR]['Effective_length_zz'] + self.result_eff_len_yy = self.optimum_section_ur_results[self.result_UR]['Effective_length_yy'] + + self.result_eff_sr_zz = self.optimum_section_ur_results[self.result_UR]['Effective_SR_zz'] + self.result_eff_sr_yy = self.optimum_section_ur_results[self.result_UR]['Effective_SR_yy'] + + self.result_ebs_zz = self.optimum_section_ur_results[self.result_UR]['EBS_zz'] + self.result_ebs_yy = self.optimum_section_ur_results[self.result_UR]['EBS_yy'] + + self.result_nd_esr_zz = self.optimum_section_ur_results[self.result_UR]['ND_ESR_zz'] + self.result_nd_esr_yy = self.optimum_section_ur_results[self.result_UR]['ND_ESR_yy'] + + self.result_phi_zz = self.optimum_section_ur_results[self.result_UR]['phi_zz'] + self.result_phi_yy = self.optimum_section_ur_results[self.result_UR]['phi_yy'] + + self.result_srf_zz = self.optimum_section_ur_results[self.result_UR]['SRF_zz'] + self.result_srf_yy = self.optimum_section_ur_results[self.result_UR]['SRF_yy'] + + self.result_fcd_1_zz = self.optimum_section_ur_results[self.result_UR]['FCD_1_zz'] + self.result_fcd_1_yy = self.optimum_section_ur_results[self.result_UR]['FCD_1_yy'] + + self.result_fcd_2 = self.optimum_section_ur_results[self.result_UR]['FCD_2'] + + self.result_fcd_zz = self.optimum_section_ur_results[self.result_UR]['FCD_zz'] + self.result_fcd_yy = self.optimum_section_ur_results[self.result_UR]['FCD_yy'] + + self.result_fcd = self.optimum_section_ur_results[self.result_UR]['FCD'] + self.result_capacity = self.optimum_section_ur_results[self.result_UR]['Capacity'] + self.result_cost = self.optimum_section_ur_results[self.result_UR]['Cost'] + else: + self.result_UR = self.optimum_section_cost_results[self.result_cost]['UR'] + + # checking if the selected section based on cost satisfies the UR + if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + + trial_cost = [] + for cost in self.optimum_section_cost: + self.result_UR = self.optimum_section_cost_results[cost]['UR'] + if self.result_UR <= min(self.allowable_utilization_ratio, 1.0): + trial_cost.append(cost) + + trial_cost.sort() + + if len(trial_cost) == 0: # no design was successful + logger.warning("The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + logger.error("The solver did not find any adequate section from the defined list.") + logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + self.design_status_list.append(self.design_status) + print(f"design_status_list{self.design_status} \n") + else: + self.result_cost = trial_cost[0] # optimum section based on cost which passes the UR check + self.design_status = True + + # results + self.result_designation = self.optimum_section_cost_results[self.result_cost]['Designation'] + self.result_section_class = self.optimum_section_cost_results[self.result_cost]['Section class'] + self.result_effective_area = self.optimum_section_cost_results[self.result_cost]['Effective area'] + + self.result_bc_zz = self.optimum_section_cost_results[self.result_cost]['Buckling_curve_zz'] + self.result_bc_yy = self.optimum_section_cost_results[self.result_cost]['Buckling_curve_yy'] + + self.result_IF_zz = self.optimum_section_cost_results[self.result_cost]['IF_zz'] + self.result_IF_yy = self.optimum_section_cost_results[self.result_cost]['IF_yy'] + + self.result_eff_len_zz = self.optimum_section_cost_results[self.result_cost]['Effective_length_zz'] + self.result_eff_len_yy = self.optimum_section_cost_results[self.result_cost]['Effective_length_yy'] + + self.result_eff_sr_zz = self.optimum_section_cost_results[self.result_cost]['Effective_SR_zz'] + self.result_eff_sr_yy = self.optimum_section_cost_results[self.result_cost]['Effective_SR_yy'] + + self.result_ebs_zz = self.optimum_section_cost_results[self.result_cost]['EBS_zz'] + self.result_ebs_yy = self.optimum_section_cost_results[self.result_cost]['EBS_yy'] + + self.result_nd_esr_zz = self.optimum_section_cost_results[self.result_cost]['ND_ESR_zz'] + self.result_nd_esr_yy = self.optimum_section_cost_results[self.result_cost]['ND_ESR_yy'] + + self.result_phi_zz = self.optimum_section_cost_results[self.result_cost]['phi_zz'] + self.result_phi_yy = self.optimum_section_cost_results[self.result_cost]['phi_yy'] + + self.result_srf_zz = self.optimum_section_cost_results[self.result_cost]['SRF_zz'] + self.result_srf_yy = self.optimum_section_cost_results[self.result_cost]['SRF_yy'] + + self.result_fcd_1_zz = self.optimum_section_cost_results[self.result_cost]['FCD_1_zz'] + self.result_fcd_1_yy = self.optimum_section_cost_results[self.result_cost]['FCD_1_yy'] + + self.result_fcd_2 = self.optimum_section_cost_results[self.result_cost]['FCD_2'] + + self.result_fcd_zz = self.optimum_section_cost_results[self.result_cost]['FCD_zz'] + self.result_fcd_yy = self.optimum_section_cost_results[self.result_cost]['FCD_yy'] + + self.result_fcd = self.optimum_section_cost_results[self.result_cost]['FCD'] + self.result_capacity = self.optimum_section_cost_results[self.result_cost]['Capacity'] + + print(f"design_status_list2{self.design_status}") + + # end of the design simulation + # overall design status + for status in self.design_status_list: + if status is False: + self.design_status = False + break + else: + self.design_status = True + + if self.design_status: + logger.info(": ========== Design Status ============") + logger.info(": Overall Column design is SAFE") + logger.info(": ========== End Of Design ============") + else: + logger.info(": ========== Design Status ============") + logger.info(": Overall Column design is UNSAFE") + logger.info(": ========== End Of Design ============") + + ### start writing save_design from here! + def save_design(self, popup_summary): + + if self.connectivity == 'Hollow/Tubular Column Base': + if self.dp_column_designation[1:4] == 'SHS': + select_section_img = 'SHS' + elif self.dp_column_designation[1:4] == 'RHS': + select_section_img = 'RHS' + else: + select_section_img = 'CHS' + else: + if self.column_properties.flange_slope != 90: + select_section_img = "Slope_Beam" + else: + select_section_img = "Parallel_Beam" + + # column section properties + if self.connectivity == 'Hollow/Tubular Column Base': + if self.dp_column_designation[1:4] == 'SHS': + section_type = 'Square Hollow Section (SHS)' + elif self.dp_column_designation[1:4] == 'RHS': + section_type = 'Rectangular Hollow Section (RHS)' + else: + section_type = 'Circular Hollow Section (CHS)' + else: + section_type = 'I Section' + + + if self.section_property=='Columns' or self.section_property=='Beams': + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + else: + self.report_column = {KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope} + + + self.report_input = \ + {KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SECTION_PROFILE: self.sec_profile, + KEY_MATERIAL: self.material, + KEY_DISP_ACTUAL_LEN_ZZ: self.length_zz, + KEY_DISP_ACTUAL_LEN_YY: self.length_yy, + KEY_DISP_END1: self.end_1, + KEY_DISP_END2: self.end_2, + KEY_DISP_AXIAL: self.load, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: self.result_section_class, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.euler_bs_yy, + KEY_DISP_YIELD_STRENGTH_REPORT: self.result_bc_yy, + + + "Column Section - Mechanical Properties": "TITLE", + "Section Details": self.report_column, + } + + self.report_check = [] + + self.h = (self.beam_D - (2 * self.beam_tf)) + + #1.1 Input sections display + t1 = ('SubSection', 'List of Input Sections',self.input_section_list), + self.report_check.append(t1) + + # 2.2 CHECK: Buckling Class - Compatibility Check + t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + self.report_check.append(t1) + + t1 = ("h/bf , tf ", comp_column_class_section_check_required(self.bucklingclass, self.h, self.bf), + comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + self.report_check.append(t1) + + # 2.3 CHECK: Cross-section classification + t1 = ('SubSection', 'Cross-section classification', '|p{4.5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = ("b/tf and d/tw ", cross_section_classification_required(self.section), + cross_section_classification_provided(self.tf, self.b1, self.epsilon, self.section, self.b1_tf, + self.d1_tw, self.ep1, self.ep2, self.ep3, self.ep4), + 'b = bf / 2,d = h ā€“ 2 ( T + R1),Ī­ = (250 / Fy )^0.5,Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + self.report_check.append(t1) + + # 2.4 CHECK : Member Check + t1 = ("Slenderness", cl_7_2_2_slenderness_required(self.KL, self.ry, self.lamba), + cl_7_2_2_slenderness_provided(self.KL, self.ry, self.lamba), 'PASS') + self.report_check.append(t1) + + t1 = ( + "Design Compressive stress (fcd)", cl_7_1_2_1_fcd_check_required(self.gamma_mo, self.f_y, self.f_y_gamma_mo), + cl_7_1_2_1_fcd_check_provided(self.facd), 'PASS') + self.report_check.append(t1) + + t1 = ("Design Compressive strength (Pd)", cl_7_1_2_design_comp_strength_required(self.axial), + cl_7_1_2_design_comp_strength_provided(self.Aeff, self.facd, self.A_eff_facd), "PASS") + self.report_check.append(t1) + + t1 = ('', '', '', '') + self.report_check.append(t1) + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, module=self.module) + + + diff --git a/design_type/truss/__init__.py b/osdag_core/design_type/beam_column/__init__.py similarity index 100% rename from design_type/truss/__init__.py rename to osdag_core/design_type/beam_column/__init__.py diff --git a/drawing_2D/__init__.py b/osdag_core/design_type/compression_member/__init__.py similarity index 100% rename from drawing_2D/__init__.py rename to osdag_core/design_type/compression_member/__init__.py diff --git a/osdag_core/design_type/compression_member/compression_bolted.py b/osdag_core/design_type/compression_member/compression_bolted.py new file mode 100644 index 000000000..a42ec3430 --- /dev/null +++ b/osdag_core/design_type/compression_member/compression_bolted.py @@ -0,0 +1,3449 @@ +""" +Started on 28th December, 2025. + +@author: Manas Budhiraja + +Module: Compression Member Bolted Design (Struts Bolted to End Gusset) + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + 2) Design of Steel Structures by N. Subramanian (Fifth impression, 2019) +""" + +from ..member import Member +from ...Common import * +from ...utils.common.component import * +from ...utils.common.common_calculation import * +from ...utils.common.load import Load +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties, SAngle_Properties, BBChannel_Properties +from ...utils.common.material import * +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...custom_logger import CustomLogger +from ...utils.common import is800_2007 +from ...utils.common.is800_2007 import IS800_2007 +from pylatex.utils import NoEscape +from pathlib import Path +from importlib.resources import files +import math +import numpy as np +import logging +import sys +import os +import os +import shutil +import time +import sys + + +class Compression_bolted(Member): + + def __init__(self): + print(f'Entering Compression_bolted') + super(Compression_bolted, self).__init__() + self.design_status = False + self.hover_dict = {} + self.mainmodule = KEY_DISP_STRUT_BOLTED_END_GUSSET + + @staticmethod + def module_name(): + return KEY_DISP_STRUT_BOLTED_END_GUSSET + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for Compression Bolted Module + """ + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_struts_bolted_end_gusset_compress_member' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + # Initialize components for the design + self.plate = Plate(thickness=[0.0], material_grade="E 250 (Fe 410 W)A") + self.bolt = Bolt(grade=[0.0], diameter=[0.0], bolt_type="", bolt_hole_type="Standard", + edge_type="Sheared or hand flame cut", mu_f=0.3, corrosive_influences=True) + + def tab_list(self): + """ + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + """ + tabs = [] + t1 = (DISP_TITLE_ANGLE, TYPE_TAB_1, self.tab_angle_section) + tabs.append(t1) + t2 = (DISP_TITLE_CHANNEL, TYPE_TAB_1, self.tab_channel_section) + tabs.append(t2) + t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) + tabs.append(t6) + t3 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t3) + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + return tabs + + def tab_channel_section(self, input_dictionary): + """Override parent method to handle non-numeric plate thickness values""" + # Check if plate thickness is a valid number before calling parent + if input_dictionary and KEY_PLATETHK in input_dictionary: + plate_thk_data = input_dictionary[KEY_PLATETHK] + if isinstance(plate_thk_data, list) and len(plate_thk_data) > 0: + try: + float(plate_thk_data[0]) + except (ValueError, TypeError): + # If plate thickness is not numeric, set a default value + input_dictionary[KEY_PLATETHK] = [10.0] # Default plate thickness + + # Call parent implementation + return super().tab_channel_section(input_dictionary) + + def tab_angle_section(self, input_dictionary): + """Override parent method to handle non-numeric plate thickness values""" + # Check if plate thickness is a valid number before calling parent + if input_dictionary and KEY_PLATETHK in input_dictionary: + plate_thk_data = input_dictionary[KEY_PLATETHK] + if isinstance(plate_thk_data, list) and len(plate_thk_data) > 0: + try: + float(plate_thk_data[0]) + except (ValueError, TypeError): + # If plate thickness is not numeric, set a default value + input_dictionary[KEY_PLATETHK] = [10.0] # Default plate thickness + + # Call parent implementation + return super().tab_angle_section(input_dictionary) + + + def tab_value_changed(self): + """ + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + """ + change_tab = [] + + t1 = (DISP_TITLE_ANGLE, [KEY_SECSIZE, KEY_SEC_MATERIAL, 'Label_0'], + [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', + 'Label_7', 'Label_8', 'Label_9', + 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', + 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24', KEY_IMAGE], TYPE_TEXTBOX, + self.get_new_angle_section_properties) + change_tab.append(t1) + + t2 = (DISP_TITLE_ANGLE, ['Label_1', 'Label_2', 'Label_3','Label_0'], + ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', + 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', + KEY_IMAGE], + TYPE_TEXTBOX, self.get_Angle_sec_properties) + change_tab.append(t2) + + t3 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE, KEY_SEC_MATERIAL,'Label_0'], + [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14', + 'Label_4', 'Label_5', + 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', + 'Label_19', 'Label_20', 'Label_21', + 'Label_22', 'Label_23', 'Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_new_channel_section_properties) + change_tab.append(t3) + + t4 = (DISP_TITLE_CHANNEL, ['Label_1', 'Label_2', 'Label_3', 'Label_13','Label_14'], + ['Label_9', 'Label_10','Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17','Label_19', 'Label_20', 'Label_21', 'Label_22','Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_Channel_sec_properties) + change_tab.append(t4) + + t5 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + change_tab.append(t5) + + t6 = (DISP_TITLE_ANGLE, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t7) + + return change_tab + + def input_dictionary_design_pref(self): + """ + :return: This function is used to choose values of design preferences to be saved to design dictionary. + """ + design_input = [] + + # Use actual tab names like tension_bolted.py does + t1 = (DISP_TITLE_ANGLE, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t1) + + t1a = (DISP_TITLE_CHANNEL, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t1a) + + t2 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t2) + + t4 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t4) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. + """ + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DETAILING_GAP, + KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + """ + add_buttons = [] + + t2 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + VALUES_SEC_PROFILE_2, Profile_name_1) + add_buttons.append(t2) + + return add_buttons + + + def fn_profile_section(self, arg=None): + if arg is None or len(arg) == 0: + return [] + profile = arg[0] + # Return appropriate section sizes based on profile type + if profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + return connectdb("Angles", call_type="popup") + elif profile in ['Channels', 'Back to Back Channels']: + return connectdb("Channels", call_type="popup") + return [] + + def fn_conn_type(self, args): + """Function to populate location based on the type of section""" + if args is None or len(args) == 0: + return VALUES_LOCATION_1 + conn = args[0] + if conn in ['Angles', 'Back to Back Angles', 'Star Angles']: + return VALUES_LOCATION_1 + elif conn in ["Channels", "Back to Back Channels"]: + return VALUES_LOCATION_2 + return VALUES_LOCATION_1 + + def fn_conn_image(self, args): + if args is None or len(args) == 0: + return VALUES_IMG_TENSIONBOLTED[0] + img = args[0] + if img == VALUES_SEC_PROFILE_2[0]: # Angles + return VALUES_IMG_TENSIONBOLTED[0] + elif img == VALUES_SEC_PROFILE_2[1]: # Back to Back Angles + return VALUES_IMG_TENSIONBOLTED[1] + elif img == VALUES_SEC_PROFILE_2[2]: # Star Angles + return VALUES_IMG_TENSIONBOLTED[2] + elif img == VALUES_SEC_PROFILE_2[3]: # Channels + return VALUES_IMG_TENSIONBOLTED[3] + else: + return VALUES_IMG_TENSIONBOLTED[4] + + def out_bolt_bearing(self, args): + """Returns True to hide bolt bearing output when bolt type is not bearing""" + bolt_type = args[0] + if bolt_type != TYP_BEARING: + return True + else: + return False + + def fn_end1_end2(self, arg): + """Function to populate End 2 options based on End 1 selection""" + end1 = arg[0] + if end1 == 'Fixed': + return VALUES_STRUT_END2 + elif end1 == 'Free': + return ['Fixed'] + elif end1 == 'Hinged': + return ['Fixed', 'Hinged'] + elif end1 == 'Roller': + return ['Fixed', 'Hinged'] + return VALUES_STRUT_END2 + + def fn_end1_image(self, arg): + """Function to return image path based on End 1 condition""" + if arg == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif arg == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif arg == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRFstrut.png")) + elif arg == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + + def fn_end2_image(self, arg): + """Function to return image path based on End 1 and End 2 conditions""" + end1 = arg[0] + end2 = arg[1] + + if end1 == 'Fixed': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RFRFstrut.png")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Hinged': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRFstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RFRFstrut.png")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Roller': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + + def out_intermittent(self, args): + """Returns True to hide intermittent connection fields for single sections""" + sec_type = args[0] + if sec_type in ['Back to Back Angles', 'Star Angles', 'Back to Back Channels']: + return False + else: + return True + + def customized_input(self): + """Function to populate combobox based on the option selected""" + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + t2 = (KEY_GRD, self.grdval_customized) + c_lst.append(t2) + t3 = (KEY_D, self.diam_bolt_customized) + c_lst.append(t3) + t4 = (KEY_PLATETHK, self.plate_thick_customized) + c_lst.append(t4) + + return c_lst + + def input_values(self, existingvalues={}): + ''' + Function to return a list of tuples to be displayed as the UI.(Input Dock) + ''' + self.module = KEY_DISP_STRUT_BOLTED_END_GUSSET + self.mainmodule = 'Member' + + options_list = [] + + t1 = (KEY_MODULE, KEY_DISP_STRUT_BOLTED_END_GUSSET, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE_2, True, 'No Validator') + options_list.append(t2) + + t3 = (KEY_IMAGE, None, TYPE_IMAGE, VALUES_IMG_TENSIONBOLTED[0], True, 'No Validator') + options_list.append(t3) + + t3 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_COMBOBOX, VALUES_LOCATION_1, True, 'No Validator') + options_list.append(t3) + + # New Input: Loaded through one leg + t_load = ('is_leg_loaded', 'Loaded through one leg', TYPE_COMBOBOX, ['Yes', 'No'], True, 'No Validator') + options_list.append(t_load) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + # New Inputs: End Conditions + t9 = (None, 'End Conditions', TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_END1, 'End 1 Condition', TYPE_COMBOBOX, VALUES_STRUT_END1, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_END2, 'End 2 Condition', TYPE_COMBOBOX, VALUES_STRUT_END2, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_IMAGE_two, None, TYPE_IMAGE_COMPRESSION, str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")), True, 'No Validator') + options_list.append(t12) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL_STAR, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t8) + + t8 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t8) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, TYPE_COMBOBOX_CUSTOMIZED, VALUES_PLATETHK, True, 'No Validator') + options_list.append(t14) + + return options_list + + def safe_log(self, level, message): + """ + Safely log a message, catching RuntimeError if the Qt widget handler + has been deleted (e.g., log window was closed). + """ + try: + if level == 'info': + self.logger.info(message) + elif level == 'warning': + self.logger.warning(message) + elif level == 'error': + self.logger.error(message) + except RuntimeError: + # Qt widget handler was deleted - ignore silently + pass + + + def output_values(self, flag): + ''' + Function to return a list of tuples to be displayed as the UI.(Output Dock) + ''' + out_list = [] + + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_DESIGNATION, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, + self.section_size_1.designation if flag else '', True) + out_list.append(t2) + + # Effective Length (KL) - Calculated as K * L + t_eff = ('KEY_EFFECTIVE_LENGTH', 'Effective Length, KL (mm)', TYPE_TEXTBOX, + self.effective_length if flag else '', True) + out_list.append(t_eff) + + # Design Compressive Stress (fcd) - IS 800 Cl 7.1.2.1 + t_fcd = ('KEY_FCD', 'Design Compressive Stress, fcd (MPa)', TYPE_TEXTBOX, + self.f_cd if flag else '', True) + out_list.append(t_fcd) + + # Compression Capacity (calculated in member_check) + t3 = (KEY_TENSION_CAPACITY, KEY_DISP_DESIGN_STRENGTH_COMPRESSION, TYPE_TEXTBOX, + round((self.section_size_1.compression_capacity/1000), 2) if flag else '', True) + out_list.append(t3) + + t6 = (KEY_SLENDER, KEY_DISP_SLENDER, TYPE_TEXTBOX, + self.section_size_1.slenderness if flag else '', True) + out_list.append(t6) + + t7 = (KEY_EFFICIENCY, KEY_DISP_EFFICIENCY, TYPE_TEXTBOX, + self.efficiency if flag else '', True) + out_list.append(t7) + + t8 = (None, DISP_TITLE_END_CONNECTION, TYPE_TITLE, None, True) + out_list.append(t8) + + t8 = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, True) + out_list.append(t8) + + t9 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, + int(self.bolt.bolt_diameter_provided) if flag else '', True) + out_list.append(t9) + + t10 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_grade_provided if flag else '', True) + out_list.append(t10) + + t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.bolt.bolt_shear_capacity/1000, 2) if flag else '', True) + out_list.append(t11) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + else: + bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, + bolt_bearing_capacity_disp if flag else '', True) + out_list.append(t5) + + t5 = (KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION_LONG_JOINT, TYPE_TEXTBOX, + round(self.plate.beta_lj, 2) if flag else '', True) + out_list.append(t5) + + t5 = (KEY_REDUCTION_LARGE_GRIP, KEY_DISP_REDUCTION_LARGE_GRIP, TYPE_TEXTBOX, + round(self.plate.beta_lg, 2) if flag else '', True) + out_list.append(t5) + + t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + round(self.plate.bolt_capacity_red/1000, 2) if flag else '', True) + out_list.append(t13) + + t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, + round(self.plate.bolt_force / 1000, 2) if flag else '', True) + out_list.append(t14) + + # t17 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, + # ['Spacing Details', self.spacing], True) + # out_list.append(t17) + + t18 = (None, DISP_TITLE_GUSSET_PLATE, TYPE_TITLE, None, True) + out_list.append(t18) + + t19 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, + int(round(self.plate.thickness_provided, 0)) if flag else '', True) + out_list.append(t19) + + t20 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_MIN_HEIGHT, TYPE_TEXTBOX, + int(round(self.plate.height, 0)) if flag else '', True) + out_list.append(t20) + + t21 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_MIN_LENGTH, TYPE_TEXTBOX, + int(round(self.plate.length, 0)) if flag else '', True) + out_list.append(t21) + + t22 = (KEY_OUT_PLATE_YIELD, KEY_DISP_TENSION_YIELDCAPACITY, TYPE_TEXTBOX, + (round(self.plate.tension_yielding_capacity / 1000, 2)) if flag else '', True) + out_list.append(t22) + + t23 = (KEY_OUT_PLATE_RUPTURE, KEY_DISP_TENSION_RUPTURECAPACITY, TYPE_TEXTBOX, + (round(self.plate.tension_rupture_capacity/ 1000, 2)) if flag else '', True) + out_list.append(t23) + + t24 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_DISP_TENSION_BLOCKSHEARCAPACITY, TYPE_TEXTBOX, + (round(self.plate.block_shear_capacity/ 1000, 2)) if flag else '', True) + out_list.append(t24) + + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) + # out_list.append(t17) + + # Intermittent Connection Details (only for built-up sections) + t18_inter = (None, DISP_TITLE_INTERMITTENT, TYPE_TITLE, None, False) + out_list.append(t18_inter) + + t8_inter = (None, DISP_TITLE_CONN_DETAILS, TYPE_TITLE, None, False) + out_list.append(t8_inter) + + t21_inter = (KEY_OUT_INTERCONNECTION, KEY_OUT_DISP_INTERCONNECTION, TYPE_TEXTBOX, + int(round(self.inter_conn, 0)) if flag else '', False) + out_list.append(t21_inter) + + t21_spacing = (KEY_OUT_INTERSPACING, KEY_OUT_DISP_INTERSPACING, TYPE_TEXTBOX, + (round(self.inter_memb_length, 2)) if flag else '', False) + out_list.append(t21_spacing) + + t18_bolt = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, False) + out_list.append(t18_bolt) + + t9_inter = (KEY_OUT_INTER_D_PROVIDED, KEY_OUT_DISP_INTER_D_PROVIDED, TYPE_TEXTBOX, int(self.inter_dia) if flag else '', False) + out_list.append(t9_inter) + + t10_inter = (KEY_OUT_INTER_GRD_PROVIDED, KEY_OUT_DISP_INTER_GRD_PROVIDED, TYPE_TEXTBOX, self.inter_grade if flag else '', False) + out_list.append(t10_inter) + + t15_inter = (KEY_OUT_INTER_BOLT_LINE, KEY_OUT_DISP_INTER_BOLT_LINE, TYPE_TEXTBOX, self.inter_bolt_line if flag else '', False) + out_list.append(t15_inter) + + t16_inter = (KEY_OUT_INTER_BOLTS_ONE_LINE, KEY_OUT_DISP_INTER_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.inter_bolt_one_line if flag else '', False) + out_list.append(t16_inter) + + t18_plate = (None, DISP_TITLE_PLATED, TYPE_TITLE, None, False) + out_list.append(t18_plate) + + t20_inter = (KEY_OUT_INTER_PLATE_HEIGHT, KEY_OUT_DISP_INTER_PLATE_HEIGHT, TYPE_TEXTBOX, int(round(self.inter_plate_height, 0)) if flag else '', False) + out_list.append(t20_inter) + + t21_inter_plate = (KEY_OUT_INTER_PLATE_LENGTH, KEY_OUT_DISP_INTER_PLATE_LENGTH, TYPE_TEXTBOX, int(round(self.inter_plate_length, 0)) if flag else '', False) + out_list.append(t21_inter_plate) + + if flag and hasattr(self, 'hover_dict'): + if hasattr(self, 'section_size_1'): + self.hover_dict["Member"] = f"Member: {self.section_size_1.designation}" + if hasattr(self, 'plate'): + self.hover_dict["Plate"] = f"Plate: {self.plate.length}x{self.plate.height}x{self.plate.thickness_provided}" + if hasattr(self, 'bolt'): + self.hover_dict["Bolt"] = f"Bolt: {self.bolt.bolt_diameter_provided}mm dia, Grade {self.bolt.bolt_grade}" + + return out_list + + def spacing(self, status): + """Spacing details for bolt arrangement popup""" + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Spacing Details based on member's depth \n (root radius not included in edge distance)") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_1.png")), 400, 278, "3 x 3 pattern considered"]) + spacing.append(t99) + + t16 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, + self.plate.bolts_one_line if status else '') + spacing.append(t16) + + t15 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, + self.plate.bolt_line if status else '') + spacing.append(t15) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, + self.plate.pitch_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, + self.plate.end_dist_provided if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, + self.plate.gauge_provided if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, + self.plate.edge_dist_provided if status else '') + spacing.append(t12) + + # Calculate member depth for diagram + member_depth = 0.0 + if status: + if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + if self.loc == "Long Leg": + member_depth = self.section_size.max_leg + else: + member_depth = self.section_size.min_leg + elif self.sec_profile in ['Channels', 'Back to Back Channels']: + member_depth = self.section_size.depth + + t_depth = ('Member.Depth', 'Member Depth', TYPE_TEXTBOX, member_depth) + spacing.append(t_depth) + + return spacing + + def memb_pattern(self, status): + """Failure pattern due to compression/tension in member""" + if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + image = str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")) + x, y = 400, 202 + else: + image = str(files("osdag_core.data.ResourceFiles.images").joinpath("U.png")) + x, y = 400, 202 + + pattern = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + pattern.append(t00) + + t99 = (None, 'Failure Pattern due to Compression in Member', TYPE_IMAGE, + [image, x, y, "Member Block Shear Pattern"]) + pattern.append(t99) + + return pattern + + def plate_pattern(self, status): + """Failure pattern due to tension in plate""" + pattern = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + pattern.append(t00) + + t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_IMAGE, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")), 400, 202, "Plate Block Shear Pattern"]) + pattern.append(t99) + + return pattern + + def input_value_changed(self): + """ + Function calling the methods relative to each key of the UI. + """ + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_LOCATION, TYPE_COMBOBOX, self.fn_conn_type) + lst.append(t1) + + t2 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t2) + + t3 = ([KEY_SEC_PROFILE], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) + lst.append(t3) + + t4 = ([KEY_TYP], KEY_OUT_BOLT_BEARING, TYPE_OUT_DOCK, self.out_bolt_bearing) + lst.append(t4) + + t5 = ([KEY_TYP], KEY_OUT_BOLT_BEARING, TYPE_OUT_LABEL, self.out_bolt_bearing) + lst.append(t5) + + t6 = ([KEY_END1], KEY_END2, TYPE_COMBOBOX, self.fn_end1_end2) + lst.append(t6) + + t7 = ([KEY_END1, KEY_END2], KEY_IMAGE_two, TYPE_IMAGE, self.fn_end2_image) + lst.append(t7) + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + t9 = ([KEY_SECSIZE], KEY_SECSIZE, TYPE_CUSTOM_SECTION, self.new_material) + lst.append(t9) + + # Intermittent connection visibility + t10 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_D_PROVIDED, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t10) + + t11 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_D_PROVIDED, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t11) + + t12 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_GRD_PROVIDED, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t12) + + t13 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_GRD_PROVIDED, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t13) + + t14 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_BOLT_LINE, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t14) + + t15 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_BOLT_LINE, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t15) + + t16 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_BOLTS_ONE_LINE, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t16) + + t17 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_BOLTS_ONE_LINE, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t17) + + t18 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_PLATE_HEIGHT, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t18) + + t19 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_PLATE_HEIGHT, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t19) + + t20 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_PLATE_LENGTH, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t20) + + t21 = ([KEY_SEC_PROFILE], KEY_OUT_INTER_PLATE_LENGTH, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t21) + + t22 = ([KEY_SEC_PROFILE], KEY_OUT_INTERCONNECTION, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t22) + + t23 = ([KEY_SEC_PROFILE], KEY_OUT_INTERCONNECTION, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t23) + + t24 = ([KEY_SEC_PROFILE], KEY_OUT_INTERSPACING, TYPE_OUT_DOCK, self.out_intermittent) + lst.append(t24) + + t25 = ([KEY_SEC_PROFILE], KEY_OUT_INTERSPACING, TYPE_OUT_LABEL, self.out_intermittent) + lst.append(t25) + + return lst + + def func_for_validation(self, design_dictionary): + all_errors = [] + self.design_status = False + flag = False + flag1 = False + flag2 = False + + option_list = self.input_values(self) + missing_fields_list = [] + + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + else: + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + if option[0] == KEY_AXIAL: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + else: + pass + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2: + self.set_input_values(design_dictionary) + else: + return all_errors + + def warn_text(self): + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + red_list = red_list_function() + if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: + self.logger.warning( + " : You are using a section (in red color) that is not available in latest version of IS 808") + self.logger.info( + " : You are using a section (in red color) that is not available in latest version of IS 808") + + def set_input_values(self, design_dictionary): + "initialisation of components required to design a compression member along with connection" + super(Compression_bolted, self).set_input_values(design_dictionary) + self.module = design_dictionary[KEY_MODULE] + self.sizelist = design_dictionary[KEY_SECSIZE] + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.loc = design_dictionary[KEY_LOCATION] + self.material = design_dictionary[KEY_SEC_MATERIAL] + self.length = float(design_dictionary[KEY_LENGTH]) + self.load = Load(shear_force="", axial_force=design_dictionary.get(KEY_AXIAL)) + self.main_material = design_dictionary.get(KEY_MATERIAL, design_dictionary[KEY_SEC_MATERIAL]) + self.load_type = design_dictionary.get(KEY_ALLOW_LOAD, 'Concentric Load') + + # Compression specific inputs + self.end_1 = design_dictionary.get(KEY_END1, 'Fixed') + self.end_2 = design_dictionary.get(KEY_END2, 'Fixed') + self.is_leg_loaded = design_dictionary.get('is_leg_loaded', 'Yes') == 'Yes' + + # Calculate Effective Length Factor (K) based on Table 11 of IS 800:2007 + self.K = self.get_effective_length_factor(self.end_1, self.end_2) + + self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) + + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary.get(KEY_DP_BOLT_SLIP_FACTOR, None), + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + + self.count = 0 + self.member_design_status = False + self.max_limit_status_1 = False + self.max_limit_status_2 = False + self.bolt_design_status = False + self.plate_design_status = False + self.thk_count = 0 + self.efficiency = 0.0 + + print("The input values are set. Performing preliminary member check(s).") + + # Initialize intermittent connection variables + self.inter_conn = 0.0 + self.inter_memb_length = 0.0 + self.inter_dia = 0.0 + self.inter_grade = 0.0 + self.inter_bolt_one_line = 0.0 + self.inter_bolt_line = 0.0 + self.inter_plate_length = 0.0 + self.inter_plate_height = 0.0 + + # Safety factors as per IS 800:2007 Table 5 + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + self.gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + + + self.initial_member_capacity(design_dictionary) + + def get_effective_length_factor(self, end1, end2): + """ + Determine effective length factor (K) based on IS 800:2007 Table 11 + Note: Exact string matching depends on VALUES_STRUT_END1/2 definitions. + Assuming standard descriptions or simplified keys. + """ + # Mapping simplified for common cases. + # Ideally this should match the exact strings in Common.py + + # Fixed = "Restrained against translation and rotation" + # Hinged = "Restrained against translation but not rotation" + # Free = "Free" + # Roller = "Restrained against rotation but not translation" + + # Combination logic (simplified representation): + # Fixed-Fixed -> 0.65 + # Fixed-Hinged -> 0.8 + # Hinged-Hinged -> 1.0 + # Fixed-Free -> 2.0 + # Fixed-Roller -> 1.2 + # Hinged-Roller -> 2.0 + + # Normalizing inputs to lower case for check (safe fallback) + e1 = end1.lower() + e2 = end2.lower() + + cond = sorted([e1, e2]) # Sort to handle order independence + + # Standard values from Table 11 + if any("translation" in x and "rotation" in x for x in cond): + # Full description matching logic would go here if strings are long + # For now defaulting to 1.0 if not explicit short codes + pass + + # HEURISTIC: Check for keywords if explicit values aren't known + # 1. Fixed (Restrained T & R) + if "fixed" in e1: e1_type = "fixed" + elif "hinged" in e1 or "pinned" in e1: e1_type = "hinged" + elif "roller" in e1: e1_type = "roller" + elif "free" in e1: e1_type = "free" + else: e1_type = "hinged" # Conservative default + + if "fixed" in e2: e2_type = "fixed" + elif "hinged" in e2 or "pinned" in e2: e2_type = "hinged" + elif "roller" in e2: e2_type = "roller" + elif "free" in e2: e2_type = "free" + else: e2_type = "hinged" + + pair = tuple(sorted([e1_type, e2_type])) + + k_map = { + ('fixed', 'fixed'): 0.65, + ('fixed', 'hinged'): 0.80, + ('hinged', 'hinged'): 1.00, + ('fixed', 'free'): 2.00, + ('fixed', 'roller'): 1.20, + ('hinged', 'roller'): 2.00, + ('hinged', 'free'): 2.0 # Unstable ideally, but theoretical + } + + return k_map.get(pair, 1.0) + + def calculate_slenderness(self, L, K, r_min): + """ + Calculate slenderness ratio for compression member. + IS 800:2007 Cl 7.1.2 - Lambda = (K * L) / r_min + + Args: + L: Unsupported length (mm) + K: Effective length factor + r_min: Minimum radius of gyration (mm) + + Returns: + Slenderness ratio (dimensionless) + """ + if r_min <= 0: + return 999.0 # Return high value for invalid r_min + return (K * L) / r_min + + def select_section(self, design_dictionary, selectedsize): + "selecting components class based on the section passed" + if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles', 'Star Angles']: + self.section_size = Angle(designation=selectedsize, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + elif design_dictionary[KEY_SEC_PROFILE] in ['Channels', 'Back to Back Channels']: + self.section_size = Channel(designation=selectedsize, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + else: + pass + return self.section_size + + def max_section(self, design_dictionary, sizelist): + # Implementation of max section selection (logic similar to tension_bolted) + # Needs to fill self.max_area, self.max_gyr, self.depth_max + sec_area = {} + sec_gyr = {} + sec_depth = [] + for section in sizelist: + if design_dictionary[KEY_SEC_PROFILE] in ['Angles']: + self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], + key=design_dictionary[KEY_SEC_PROFILE], + subkey=design_dictionary[KEY_LOCATION], D_a=self.section.a, + B_b=self.section.b, T_t=self.section.thickness) + sec_gyr[self.section.designation] = self.min_radius_gyration + if self.loc == "Long Leg": + sec_depth.append(self.section.max_leg) + else: + sec_depth.append(self.section.min_leg) + + elif design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Angles', 'Star Angles']: + self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], + key=design_dictionary[KEY_SEC_PROFILE], + subkey=design_dictionary[KEY_LOCATION], D_a=self.section.a, + B_b=self.section.b, T_t=self.section.thickness) + sec_gyr[self.section.designation] = self.min_radius_gyration + if self.loc == "Long Leg": + sec_depth.append(self.section.max_leg) + else: + sec_depth.append(self.section.min_leg) + + else: + self.section = Channel(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], + key=design_dictionary[KEY_SEC_PROFILE], + subkey=design_dictionary[KEY_LOCATION], D_a=self.section.depth, + B_b=self.section.flange_width, T_t=self.section.flange_thickness, + t=self.section.web_thickness) + sec_gyr[self.section.designation] = self.min_radius_gyration + sec_depth.append(self.section.depth) + sec_area[self.section.designation] = self.section.area + + if len(sec_area) >= 2: + self.max_area = max(sec_area, key=sec_area.get) + else: + self.max_area = self.section.designation + + if len(sec_gyr) >= 2: + self.max_gyr = max(sec_gyr, key=sec_gyr.get) + else: + self.max_gyr = self.section.designation + + if len(sec_depth) >= 2: + self.depth_max = max(sec_depth) + else: + self.depth_max = max(sec_depth) if sec_depth else 0.0 + + return self.max_area, self.max_gyr, self.depth_max + + def max_force_length(self, section): + # Calculate max force (compression) and length based on section + # Adapted from tension logic but for compression yielding/buckling + if self.sec_profile == 'Angles': + self.section_size_max = Angle(designation=section, material_grade=self.material) + # Calculate compression capacity + r_min_max = min(self.section_size_max.rad_of_gy_u, self.section_size_max.rad_of_gy_v) + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + # Use max slenderness of 180 for compression + temp_slen = 180 + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_max.fy, self.gamma_m0, temp_slen, + imperfection_factor, 200000, check_type='Concentric') + f_cd_max = results[5] + self.max_member_force = self.section_size_max.area * f_cd_max + self.max_length = 180 * r_min_max + elif self.sec_profile in ['Back to Back Angles', 'Star Angles']: + self.section_size_max = Angle(designation=section, material_grade=self.material) + self.min_rad_gyration_calc(designation=section, material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_max.a, + B_b=self.section_size_max.b, + T_t=self.section_size_max.thickness) + r_min_max = self.min_radius_gyration + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + temp_slen = 180 + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_max.fy, self.gamma_m0, temp_slen, + imperfection_factor, 200000, check_type='Concentric') + f_cd_max = results[5] + self.max_member_force = 2 * self.section_size_max.area * f_cd_max + self.max_length = 180 * r_min_max + elif self.sec_profile == 'Channels': + self.section_size_max = Channel(designation=section, material_grade=self.material) + r_min_max = min(self.section_size_max.rad_of_gy_y, self.section_size_max.rad_of_gy_z) + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + temp_slen = 180 + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_max.fy, self.gamma_m0, temp_slen, + imperfection_factor, 200000, check_type='Concentric') + f_cd_max = results[5] + self.max_member_force = self.section_size_max.area * f_cd_max + self.max_length = 180 * r_min_max + elif self.sec_profile == 'Back to Back Channels': + self.section_size_max = Channel(designation=section, material_grade=self.material) + self.min_rad_gyration_calc(designation=section, material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_max.depth, + B_b=self.section_size_max.flange_width, + T_t=self.section_size_max.flange_thickness, + t=self.section_size_max.web_thickness) + r_min_max = self.min_radius_gyration + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + temp_slen = 180 + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_max.fy, self.gamma_m0, temp_slen, + imperfection_factor, 200000, check_type='Concentric') + f_cd_max = results[5] + self.max_member_force = 2 * self.section_size_max.area * f_cd_max + self.max_length = 180 * r_min_max + + self.section_size_max.design_check_for_slenderness(K=self.K, L=self.length, r=r_min_max) + + return self.max_member_force, self.max_length, self.section_size_max.slenderness, r_min_max + + def initial_member_capacity(self, design_dictionary, previous_size=None): + "selection of member based on the compression capacity" + min_capacity = 0 + + if self.count == 0: + self.max_section(design_dictionary, self.sizelist) + [self.force1, self.len1, self.slen1, self.gyr1] = self.max_force_length(self.max_area) + [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length(self.max_gyr) + else: + pass + + self.count += 1 + + if previous_size is None: + pass + else: + if previous_size in self.sizelist: + self.sizelist.remove(previous_size) + + + print(f" self.sizelist {self.sizelist}") + # Iterate through all available sections + for selectedsize in self.sizelist: + self.section_size = self.select_section(design_dictionary, selectedsize) + + # --- 1. Minimal Geometric Checks for Bolted Connection --- + # (Similar to tension_bolted to ensure bolts fit) + self.bolt_diameter_min = min(self.bolt.bolt_diameter) + self.edge_dist_min = IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt_diameter_min, self.bolt.bolt_hole_type, 'machine_flame_cut') + self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, design_dictionary[KEY_DP_BOLT_HOLE_TYPE]) + self.edge_dist_min_round = round_up(self.edge_dist_min, 5) + self.pitch_round = round_up((2.5 * self.bolt_diameter_min), 5) + + # Check if section leg/depth handles minimum bolt requirements + if design_dictionary[KEY_SEC_PROFILE] in ['Channels', 'Back to Back Channels']: + self.max_plate_height = self.section_size.max_plate_height() + if self.max_plate_height < (self.pitch_round + 2 * self.edge_dist_min_round): + continue + else: + # Angles + if self.loc == "Long Leg": + leg_dim = self.section_size.max_leg + else: + leg_dim = self.section_size.min_leg + + # Check against root radius and thickness + available_width = leg_dim - self.section_size.root_radius - self.section_size.thickness + if available_width < (2 * self.edge_dist_min_round): + continue + + self.max_plate_height = available_width # Rough estimate for plate height compatibility + + # --- 2. Compression Member Capacity Check --- + # Using K=1.0 roughly for initial selection or user input K + + # Calculate Radius of Gyration (Minimum) + if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles', 'Star Angles']: + # For angles, we need to consider specific configuration properties + # But for single Angle, use min(ru, rv) + # For now using simple object properties, refined later + if design_dictionary[KEY_SEC_PROFILE] == 'Angles': + r_min = min(self.section_size.rad_of_gy_u, self.section_size.rad_of_gy_v) + else: + # Placeholder for B2B/Star calculation - typically handled by min_rad_gyration_calc + # We will call the helper if available, or assume r_min from section property for single unit * factor + # Re-using min_rad_gyration_calc logic is better + self.min_rad_gyration_calc(designation=self.section_size.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size.a, + B_b=self.section_size.b, + T_t=self.section_size.thickness) + r_min = self.min_radius_gyration + else: + # Channels + self.min_rad_gyration_calc(designation=self.section_size.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size.depth, + B_b=self.section_size.flange_width, + T_t=self.section_size.flange_thickness, + t=self.section_size.web_thickness) + r_min = self.min_radius_gyration + + # Slenderness Check (KL/r) + # Max Slenderness for Compression Member is typically 180 (Dead+Live), 250 (Wind/Seismic) + # IS 800 Table 3. + # Assuming 180 as safe conservative limit for initial Design + slenderness = (self.K * self.length) / r_min if r_min > 0 else 999 + if slenderness > 180: # Strict limit for main members + continue # Try next section + + # Capacity Calculation + # Pd = Ae * fcd + self.section_size.design_check_for_slenderness(K=self.K, L=self.length, r=r_min) + # The component class (Angle/Channel) in compression.py handles compression_member_design_buckling or calc + # In compression.py: self.section_size.compression_member_design_buckling(...) + + # Note: We need to ensure 'compression_member_design_buckling' exists on the section object + # or calculate manually. + # The 'Angle' / 'Channel' objects in 'component.py' usually have this method. + + # Performing capacity check + # For class 4 sections, effective area is calculated. This is handled inside component check usually. + + # We assume section_size has compression_capacity updated after 'design_check_for_slenderness' + # or we need to call it explicitly. + # In 'compression.py', 'design_check_for_slenderness' updates slenderness. + # We need to call compression capacity calculation. + + # Using the logic from 'compression.py': + # It seems it calculates fcd and Pd. + + if hasattr(self.section_size, 'compression_capacity'): + # It might be calculated in __init__ or we need to trigger it + pass + + # Force calculation trigger (approximate for selection): + # We need fcd. + # IS 800 Cl 7.1.2.1 + + # Let's rely on the method 'design_check_for_slenderness' to return/set values if possible + # OR better, call 'compression_member_design_buckling' if available. + + # In osdag_core, component.py -> Member -> ... + # Let's assume we need to calculate it. + + # For now, let's assume we proceed if slenderness is OK, + # and calculate capacity properly in 'member_check' or 'select_bolt_dia' + # But we need to skip sections that are too weak. + + # Calculate compression capacity for this section + # Using IS 800:2007 Cl 7.1.2.1 (Design Compressive Stress) + # Buckling class 'c' assumed for hot-rolled Angles/Channels about any axis + # Ref: IS 800:2007 Table 10 - conservative assumption for general design + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + + # Calculate slenderness for capacity check + temp_slenderness = (self.K * self.length) / r_min if r_min > 0 else 999 + + # --- IS 800:2007 Cl 7.5.1.2 Single Angle Strut Loaded Through One Leg --- + if self.load_type == "Leg Load" and design_dictionary[KEY_SEC_PROFILE] == 'Angles': + # Angle loaded through one leg + # Calculate equivalent slenderness ratio lambda_e + + # Constants for >= 2 bolts (Fixed behavior assumed for initial selection) + k1 = 0.20 + k2 = 0.35 + k3 = 20.0 + + # Dimensions + b1 = self.section_size.a + b2 = self.section_size.b + t = self.section_size.thickness + r_vv = self.section_size.rad_of_gy_v + + if r_vv > 0: + lambda_vv = (self.length / r_vv) + lambda_phi = (b1 + b2) / (2 * t) + + lambda_e = math.sqrt(k1 + k2 * lambda_vv**2 + k3 * lambda_phi**2) + + # Use lambda_e for design stress calculation + temp_slenderness = lambda_e + # Note: buckling_class 'c' is still appropriate for angles (Table 10) + + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size.fy, self.gamma_m0, temp_slenderness, + imperfection_factor, 200000, check_type='Concentric') + + f_cd_temp = results[5] + compression_capacity_temp = self.section_size.area * f_cd_temp # N + + # Condition for capacity and slenderness check + if (compression_capacity_temp >= self.load.axial_force * 1000) and temp_slenderness <= 180: + min_capacity_current = compression_capacity_temp + self.member_design_status = True + if min_capacity == 0: + min_capacity = min_capacity_current + self.section_size_1 = self.select_section(design_dictionary, selectedsize) + # Recalculate for selected section + if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles', 'Star Angles']: + if design_dictionary[KEY_SEC_PROFILE] == 'Angles': + r_min_1 = min(self.section_size_1.rad_of_gy_u, self.section_size_1.rad_of_gy_v) + else: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.a, + B_b=self.section_size_1.b, + T_t=self.section_size_1.thickness) + r_min_1 = self.min_radius_gyration + else: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.depth, + B_b=self.section_size_1.flange_width, + T_t=self.section_size_1.flange_thickness, + t=self.section_size_1.web_thickness) + r_min_1 = self.min_radius_gyration + + self.min_rad_gyration = r_min_1 + self.section_size_1.design_check_for_slenderness(K=self.K, L=self.length, r=r_min_1) + + # Calculate and store compression capacity for later use + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_1.fy, self.gamma_m0, self.section_size_1.slenderness, + imperfection_factor, 200000, check_type='Concentric') + f_cd = results[5] + self.section_size_1.compression_capacity = self.section_size_1.area * f_cd + + elif min_capacity_current < min_capacity: + min_capacity = min_capacity_current + self.section_size_1 = self.select_section(design_dictionary, selectedsize) + # Recalculate for selected section + if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles', 'Star Angles']: + if design_dictionary[KEY_SEC_PROFILE] == 'Angles': + r_min_1 = min(self.section_size_1.rad_of_gy_u, self.section_size_1.rad_of_gy_v) + else: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.a, + B_b=self.section_size_1.b, + T_t=self.section_size_1.thickness) + r_min_1 = self.min_radius_gyration + else: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.depth, + B_b=self.section_size_1.flange_width, + T_t=self.section_size_1.flange_thickness, + t=self.section_size_1.web_thickness) + r_min_1 = self.min_radius_gyration + + self.min_rad_gyration = r_min_1 + self.section_size_1.design_check_for_slenderness(K=self.K, L=self.length, r=r_min_1) + + # Calculate and store compression capacity for later use + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + + slenderness_for_design = self.section_size_1.slenderness + + # --- IS 800:2007 Cl 7.5.1.2 Single Angle Strut Loaded Through One Leg --- + if self.load_type == "Leg Load" and design_dictionary[KEY_SEC_PROFILE] == 'Angles': + # Constants for >= 2 bolts (Fixed behavior assumed for selection) + k1 = 0.20 + k2 = 0.35 + k3 = 20.0 + + b1 = self.section_size_1.a + b2 = self.section_size_1.b + t = self.section_size_1.thickness + r_vv = self.section_size_1.rad_of_gy_v + + if r_vv > 0: + lambda_vv = (self.length / r_vv) + lambda_phi = (b1 + b2) / (2 * t) + lambda_e = math.sqrt(k1 + k2 * lambda_vv**2 + k3 * lambda_phi**2) + slenderness_for_design = lambda_e + + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_1.fy, self.gamma_m0, slenderness_for_design, + imperfection_factor, 200000, check_type='Concentric') + f_cd = results[5] + self.section_size_1.compression_capacity = self.section_size_1.area * f_cd + + # Condition to limit loop based on max force derived from max available size + elif (self.load.axial_force * 1000 > self.force1): + self.max_limit_status_1 = True + self.logger.warning(" : The factored compression force ({} kN) exceeds the compression capacity ({} kN) with respect to the maximum available " + "member size {}.".format(round(self.load.axial_force, 2), round(self.force1/1000, 2), self.max_area)) + self.logger.info(" : Define member(s) with a higher cross sectional area.") + break + + # Condition to limit loop based on max length derived from max available size + elif self.length > self.len2: + self.max_limit_status_2 = True + self.logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " + "member size {}.".format(self.length, round(self.len2, 2), self.max_gyr)) + self.logger.info(" : Select member(s) with a higher radius of gyration value.") + break + else: + pass + + if self.member_design_status: + + self.design_status = True # Provisional + self.select_bolt_dia(design_dictionary) + + # Retry logic: If design failed during bolt selection or final member check, + # try the next available section (recursion) + if self.design_status is False: + self.logger.info(f" : Section {self.section_size_1.designation} failed checks. Retrying with next available section...") + self.initial_member_capacity(design_dictionary, previous_size=self.section_size_1.designation) + else: + self.design_status = False + self.logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " + "minimum spacing limit [Ref. Cl. 10.2, IS 800:2007].".format(self.bolt_diameter_min)) + self.logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + + def select_bolt_dia(self, design_dictionary, dia_remove=None): + """Selection of bolt (dia) from the available list of bolts based on the spacing limits and capacity""" + + # Remove diameters that failed previous checks + if dia_remove is not None: + if dia_remove in self.bolt.bolt_diameter: + self.bolt.bolt_diameter.remove(dia_remove) + + if len(self.bolt.bolt_diameter) == 0: + self.design_status = False + self.logger.warning(" : No bolt diameter found that satisfies design requirements.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + return + + print(self.section_size_1.designation) + + # Calculate plate height limits based on section profile + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.min_plate_height = self.section_size_1.min_plate_height() + self.max_plate_height = self.section_size_1.max_plate_height() + elif design_dictionary[KEY_LOCATION] == 'Long Leg': + self.min_plate_height = self.section_size_1.max_leg - self.section_size_1.root_radius - self.section_size_1.thickness + self.max_plate_height = self.section_size_1.max_leg - self.section_size_1.root_radius - self.section_size_1.thickness + elif design_dictionary[KEY_LOCATION] == 'Short Leg': + self.min_plate_height = self.section_size_1.min_leg - self.section_size_1.root_radius - self.section_size_1.thickness + self.max_plate_height = self.section_size_1.min_leg - self.section_size_1.root_radius - self.section_size_1.thickness + + # Calculate res_force (design force for connection) - uses compression_capacity for compression members + self.res_force = max((self.load.axial_force * 1000), (0.3 * self.section_size_1.compression_capacity)) + + # Calculate member and plate thicknesses based on section profile + if design_dictionary[KEY_SEC_PROFILE] == "Channels": + bolts_required_previous = 2 + self.thick_plate = (self.res_force * 1.1) / (self.section_size_1.depth * self.plate.fy) + self.thick = self.section_size_1.web_thickness + + elif design_dictionary[KEY_SEC_PROFILE] == 'Back to Back Channels': + bolts_required_previous = 2 + self.thick = 2 * self.section_size_1.web_thickness + self.thick_plate = (self.res_force * 1.1) / (self.section_size_1.depth * self.plate.fy) + + elif design_dictionary[KEY_SEC_PROFILE] == 'Star Angles': + bolts_required_previous = 1 + self.thick = self.section_size_1.thickness + if self.loc == "Long Leg": + self.thick_plate = (self.res_force * 1.1) / (2 * self.section_size_1.max_leg * self.plate.fy) + else: + self.thick_plate = (self.res_force * 1.1) / (2 * self.section_size_1.min_leg * self.plate.fy) + + else: # Angles, Back to Back Angles + bolts_required_previous = 1 + if self.sec_profile == "Back to Back Angles": + self.thick = 2 * self.section_size_1.thickness + else: + self.thick = self.section_size_1.thickness + if self.loc == "Long Leg": + self.thick_plate = (self.res_force * 1.1) / (self.section_size_1.max_leg * self.plate.fy) + else: + self.thick_plate = (self.res_force * 1.1) / (self.section_size_1.min_leg * self.plate.fy) + + # Initial plate thickness selection + if self.thk_count == 0: + thickness_provided = [i for i in self.plate.thickness if i > self.thick_plate or i == max(self.plate.thickness)] + if len(thickness_provided) >= 2: + self.plate.thickness_provided = min(thickness_provided) + else: + self.plate.thickness_provided = thickness_provided[0] if thickness_provided else self.plate.thickness[0] + + # Determine number of shear planes + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Angles', 'Star Angles']: + self.planes = 1 + else: + self.planes = 2 + + # Set up bolt connection plate properties + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.thick, self.section_size_1.fu, self.section_size_1.fy)) + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + + # Initialize tracking variables + bolt_diameter_previous = self.bolt.bolt_diameter[-1] + self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] + bolt_min = min(self.bolt.bolt_diameter) + count = 0 + bolt_design_status_1 = False + bolt_force_previous = 0.0 + + # Filter bolt diameters based on grip length check [Ref. Cl.10.3.3.2, IS 800:2007] + self.bolt_diameter_possible = [] + for d in self.bolt.bolt_diameter: + if 8 * d < (self.plate.thickness_provided + self.thick): + continue + else: + self.bolt_diameter_possible.append(d) + + if len(self.bolt_diameter_possible) == 0: + self.design_status = False + self.logger.warning(" : The combined thickness ({} mm) exceeds the allowable large grip limit check (of {} mm) for the minimum available " + "bolt diameter of {} mm [Ref. Cl.10.3.3.2, IS 800:2007]." + .format((self.plate.thickness_provided + self.thick), (8 * self.bolt.bolt_diameter[-1]), self.bolt.bolt_diameter[-1])) + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.bolt_design_status = False + # Iterate through diameters in reverse (largest to smallest) for optimization + for self.bolt.bolt_diameter_provided in reversed(self.bolt_diameter_possible): + + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n=self.planes) + + self.bolt.min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type, 'machine_flame_cut'), 2) + self.bolt.min_edge_dist_round = round_up(self.bolt.min_edge_dist, 5) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=self.planes, e=self.bolt.min_end_dist_round, + p=self.bolt.min_pitch_round) + + # Get plate details based on section profile + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force, gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=2, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + else: + if design_dictionary[KEY_SEC_PROFILE] == "Star Angles": + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force / 2, + gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=1, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + else: + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force, + gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=1, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + + # Check plate design status and optimize bolt selection + if self.plate.design_status is True: + if self.plate.bolts_required > bolts_required_previous and count >= 1: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.plate.bolts_required = bolts_required_previous + self.plate.bolt_force = bolt_force_previous + self.bolt_design_status = self.plate.design_status + break + bolts_required_previous = self.plate.bolts_required + bolt_diameter_previous = self.bolt.bolt_diameter_provided + bolt_force_previous = self.plate.bolt_force + count += 1 + self.bolt_design_status = self.plate.design_status + else: + pass + bolt_capacity_req = self.bolt.bolt_capacity + + # Handle design status after loop + if self.plate.design_status == False and self.bolt_design_status != True: + self.design_status = False + else: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.plate.bolts_required = bolts_required_previous + self.plate.bolt_force = bolt_force_previous + + # Call get_bolt_grade if bolt design succeeded + if self.bolt_design_status == True: + self.design_status = True + print("bolt ok") + self.get_bolt_grade(design_dictionary) + else: + self.design_status = False + if hasattr(self.plate, 'reason') and self.plate.reason != "": + self.logger.warning(self.plate.reason) + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + def get_bolt_grade(self, design_dictionary): + """Selection of bolt (grade) from the available list based on spacing limits and capacity""" + + bolt_grade_previous = self.bolt.bolt_grade[-1] + bolts_required_previous = self.plate.bolts_required if hasattr(self.plate, 'bolts_required') else 0 + + # Set up bolt connection plate properties + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.thick, self.section_size_1.fu, self.section_size_1.fy)) + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + + # Iterate through grades in reverse (highest to lowest) to find optimal (lowest sufficient) grade + for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): + count = 1 + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n=self.planes) + + self.bolt.min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type, 'machine_flame_cut'), 2) + self.bolt.min_edge_dist_round = round_up(self.bolt.min_edge_dist, 5) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=self.planes, e=self.bolt.min_end_dist_round, + p=self.bolt.min_pitch_round) + + # Check reduced bolt capacity (for long joints / large grip) + bolt_capacity_reduced = self.plate.get_bolt_red( + self.plate.bolts_one_line if hasattr(self.plate, 'bolts_one_line') else 1, + self.plate.gauge_provided if hasattr(self.plate, 'gauge_provided') else self.bolt.min_gauge_round, + self.plate.bolt_line if hasattr(self.plate, 'bolt_line') else 1, + self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else self.bolt.min_pitch_round, + self.bolt.bolt_capacity, + self.bolt.bolt_diameter_provided, + beta_lg=self.bolt.beta_lg) + + bolt_force = self.plate.bolt_force if hasattr(self.plate, 'bolt_force') else self.res_force + + if bolt_capacity_reduced < bolt_force and count >= 1: + self.bolt.bolt_grade_provided = bolt_grade_previous + break + + bolts_required_previous = self.plate.bolts_required if hasattr(self.plate, 'bolts_required') else 0 + bolt_grade_previous = self.bolt.bolt_grade_provided + count += 1 + + # Recalculate with final selected grade + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n=self.planes) + + self.bolt.min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type, 'machine_flame_cut'), 2) + self.bolt.min_edge_dist_round = round_up(self.bolt.min_edge_dist, 5) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=self.planes, + e=self.plate.end_dist_provided if hasattr(self.plate, 'end_dist_provided') else self.bolt.min_end_dist_round, + p=self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else self.bolt.min_pitch_round) + + # Get plate details with final bolt configuration + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force, gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=2, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + else: + if design_dictionary[KEY_SEC_PROFILE] == "Star Angles": + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force / 2, + gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=1, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + else: + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=0, axial_load=self.res_force, + gap=self.plate.gap, + shear_ecc=False, min_bolts_one_line=1, min_bolt_line=2, + beta_lg=self.bolt.beta_lg, min_end_dist=self.bolt.min_end_dist_round) + + # Update edge distance provided + self.plate.edge_dist_provided = round(((self.max_plate_height - ((self.plate.bolts_one_line - 1) * self.plate.gauge_provided)) / 2), 2) + print(self.plate.bolt_line) + + # Call member_check for final compression capacity verification + self.member_check(design_dictionary) + + def member_check(self, design_dictionary): + try: + print("Entering member_check") # Debug + # 1. Calculate Member Compression Capacity (Buckling) with detailed properties + # This acts as the final verification of the member. + # Determine if section is angle-based or channel-based + is_angle_profile = self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles'] + print(f"is_angle_profile: {is_angle_profile}, sec_profile: {self.sec_profile}") # Debug + + min_rad = self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.a if is_angle_profile else self.section_size_1.depth, + B_b=self.section_size_1.b if is_angle_profile else self.section_size_1.flange_width, + T_t=self.section_size_1.thickness if is_angle_profile else self.section_size_1.flange_thickness, + t=self.section_size_1.web_thickness if hasattr(self.section_size_1, 'web_thickness') else 0.0) + print(f"min_rad_gyration_calc done, min_rad={self.min_radius_gyration}") # Debug + + # Note: min_rad_gyration_calc stores result in self.min_radius_gyration + + self.section_size_1.design_check_for_slenderness(self.K, self.length, self.min_radius_gyration) + print(f"slenderness check done, slenderness={self.section_size_1.slenderness}") # Debug + + # Calculate buckling strength P_d + # Manually calculating P_d using IS 800:2007 Cl 7.1.2.1 + # Buckling class 'c' assumed for hot-rolled Angles/Channels about any axis + # Ref: IS 800:2007 Table 10 - conservative assumption for general design + buckling_class = 'c' + imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class) + print(f"imperfection_factor={imperfection_factor}") # Debug + + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_1.fy, self.gamma_m0, self.section_size_1.slenderness, + imperfection_factor, 200000, check_type='Concentric') # E=200000 + print(f"design_compressisive_stress results: {results}") # Debug + + # --- IS 800:2007 Cl 7.5.1.2 Single Angle Strut Loaded Through One Leg --- + # For struts bolted to end gusset, single angles are inherently loaded through one leg + # Apply this calculation automatically for Single Angles profile + if is_angle_profile and design_dictionary[KEY_SEC_PROFILE] == 'Angles': + # Note: Double Angles (Back to Back) connected to opposite sides of gusset + # are treated as concentrically loaded (modified KL/r) - Cl 7.5.2.1 + # So this block applies to Single Angles only. + + # Constants for >= 2 bolts (Fixed assumed for capacity check before bolt calc) + k1 = 0.20 + k2 = 0.35 + k3 = 20.0 + + b1 = self.section_size_1.a + b2 = self.section_size_1.b + t = self.section_size_1.thickness + r_vv = self.section_size_1.rad_of_gy_v + + if r_vv > 0: + lambda_vv = (self.length / r_vv) + lambda_phi = (b1 + b2) / (2 * t) + lambda_e = math.sqrt(k1 + k2 * lambda_vv**2 + k3 * lambda_phi**2) + + # Recalculate stress with lambda_e + results = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.section_size_1.fy, self.gamma_m0, lambda_e, + imperfection_factor, 200000, check_type='Concentric') + + # Update slenderness for reporting/output? + # Ideally self.section_size_1.slenderness should reflect lambda_e for consistency in reports + self.section_size_1.slenderness = lambda_e + + f_cd = results[5] # Design compressive stress + print(f"f_cd={f_cd}") # Debug + + # Store for output display + self.f_cd = round(f_cd, 2) # Design Compressive Stress (MPa) + self.effective_length = round(self.K * self.length, 2) # Effective Length (mm) + + # Effective Area check (Class 4?) + # For rolled sections (Angle/Channel), usually Class 1-3. + # Assuming Ag for now (conservative for standard hot rolled) + # Verify Class in real implementation. + + self.section_size_1.compression_capacity = self.section_size_1.area * f_cd # N + print(f"compression_capacity={self.section_size_1.compression_capacity}") # Debug + + if self.section_size_1.compression_capacity < self.load.axial_force * 1000: + self.design_status = False + self.logger.warning(" : Compression Capacity ({} kN) < Applied Load ({} kN)".format( + round(self.section_size_1.compression_capacity/1000, 2), self.load.axial_force)) + self.logger.info(" : Select member(s) with a higher cross sectional area.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + return + + self.efficiency = round(self.load.axial_force * 1000 / self.section_size_1.compression_capacity, 2) + print(f"efficiency={self.efficiency}, calling member_recheck") # Debug + + # Call member_recheck to handle capacity verification and plate thickness + self.member_recheck(design_dictionary) + except Exception as e: + print(f"EXCEPTION in member_check: {type(e).__name__}: {e}") + import traceback + traceback.print_exc() + self.design_status = False + self.logger.error(f": Internal error in member_check: {e}") + self.logger.info(" :=========End Of design===========") + + def get_plate_thickness(self, design_dictionary): + """Select gusset plate thickness that satisfies bearing and yielding checks.""" + # Select plate thickness that satisfies: + # 1. Bearing strength (Bolt on Plate) + # 2. Yield Strength of Plate (Compression) + # 3. Bolt Capacity (Shear/Friction) with Reduction Factors + + available_thickness = [t for t in self.plate.thickness if t >= 6.0] # Min 6mm + + if not available_thickness: + available_thickness = self.plate.thickness # Fallback to all available + + # Bolt properties + bolt_dia = self.bolt.bolt_diameter_provided + bolt_hole_type = self.bolt.bolt_hole_type + + # Calculate pitch and edge distances (min) + min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + bolt_dia, bolt_hole_type, 'machine_flame_cut'), 2) + min_edge = round_up(min_edge_dist, 5) + min_pitch = round_up((2.5 * bolt_dia), 5) + + # Use user pitch/edge if provided/valid? For now defaulting to safe min or optimal + e = 1.5 * (bolt_dia + 2) # Heuristic for end distance + p = 2.5 * bolt_dia # Pitch + + # Max pitch check (Cl 10.2.5) - Compression 12t or 200mm, Tension 16t... + + for t_p in available_thickness: + self.plate.thickness_provided = t_p + self.plate.connect_to_database_to_get_fy_fu(self.plate.material, t_p) + + # --- 1. Bolt Capacity Calculation (Iterative for Reduction Factors) --- + # Initial guess: Beta factors = 1.0 + beta_lj = 1.0 + beta_lg = 1.0 + + # Member thickness + if self.sec_profile in ["Angles", "Back to Back Angles", "Star Angles"]: + t_member = self.section_size_1.thickness + else: + t_member = self.section_size_1.web_thickness if hasattr(self.section_size_1, 'web_thickness') else self.section_size_1.flange_thickness + + # Grip Length + l_grip = t_p + t_member # Sum of partial thicknesses + + # Check Large Grip Reduction (Cl 10.3.3.2) + # if l_grip > 5 * d: beta_lg = 8d / (3d + l_grip) + if l_grip > 5 * bolt_dia: + beta_lg = (8 * bolt_dia) / (3 * bolt_dia + l_grip) + if beta_lg > beta_lj: beta_lg = beta_lj # "beta_lg shall not be greater than beta_lj" - IS 800 text + # Logic: calc beta_lj first or simultaneously? + # beta_lj depends on number of bolts (length of joint). beta_lg depends on thickness. + # So beta_lg is constant for this thickness. + else: + beta_lg = 1.0 + + # Convergence Loop for Number of Bolts + n_bolts = 1 + prev_n_bolts = 0 + + # Max iterations + for _ in range(10): + if n_bolts == prev_n_bolts: + break + prev_n_bolts = n_bolts + + # Calculate Length of Joint + # Assuming single line of bolts for simplicity in 1D + # l_j = (n - 1) * p + l_j = (n_bolts - 1) * p + + # Long Joint Reduction (Cl 10.3.3.1) + # if l_j > 15d: beta_lj = 1.075 - l_j / (200d) + if l_j > 15 * bolt_dia: + beta_lj = 1.075 - l_j / (200 * bolt_dia) + if beta_lj < 0.75: beta_lj = 0.75 + if beta_lj > 1.0: beta_lj = 1.0 + else: + beta_lj = 1.0 + + # Check beta_lg constraint again (as it limits to beta_lj) + real_beta_lg = min(beta_lg, beta_lj) if l_grip > 5 * bolt_dia else 1.0 + + # --- Bolt Shear Capacity (Vdsb) --- + if self.bolt.bolt_type == 'Bearing Bolt': + grade = str(self.bolt.bolt_grade_provided) + f_ub = float(grade.split('.')[0]) * 100 + A_nb = 0.78 * 3.14159 * bolt_dia * bolt_dia / 4 + + # Nominal shear + V_nsb = (f_ub / math.sqrt(3)) * A_nb # Single shear plane assumed + # Note: Double shear if back-to-back? For now assuming single shear (gusset to member) + # If B2B/Star, might be double shear. + n_shear_planes = 1 # Update logic for Double Angles if needed + + V_dsb = V_nsb / 1.25 # gamma_mb + + # Apply Reduction Factors + V_dsb_reduced = V_dsb * beta_lj * real_beta_lg + + # --- Bolt Bearing Capacity (Vdpb) --- + # kb = min(e/3d0, p/3d0 - 0.25, fub/fu, 1.0) + d0 = bolt_dia + 2 + + kb = min(e / (3 * d0), p / (3 * d0) - 0.25, 1.0) + + # On Plate + V_npb_plate = 2.5 * kb * bolt_dia * t_p * self.plate.fu + V_dpb_plate = V_npb_plate / 1.25 + + # On Member + V_npb_member = 2.5 * kb * bolt_dia * t_member * self.section_size_1.fu + V_dpb_member = V_npb_member / 1.25 + + bolt_value = min(V_dsb_reduced, V_dpb_plate, V_dpb_member) + + # Storing capacity + self.bolt.bolt_shear_capacity = V_dsb_reduced + self.bolt.bolt_bearing_capacity = min(V_dpb_plate, V_dpb_member) + + else: # Friction Grip (HSFG) + # Vdsf = Vnsf / gamma_mf + # Vnsf = mu_f * ne * Kh * F0 + mu_f = self.bolt.mu_f # Slip factor + n_e = 1 # Number of effective interfaces + K_h = 1.0 # Standard holes + + # Proof Load F0 = Anb * f0 + grade = str(self.bolt.bolt_grade_provided) + f_ub = float(grade.split('.')[0]) * 100 + f0 = 0.70 * f_ub + A_nb = 0.78 * 3.14159 * bolt_dia * bolt_dia / 4 + F0 = A_nb * f0 + + V_nsf = mu_f * n_e * K_h * F0 + + if self.bolt.bolt_type == "Friction Grip Bolt": + gamma_mf = 1.25 # Ultimate load design (standard/usually 1.25) + else: + gamma_mf = 1.10 # Service load? + + # Osdag usually designs at Ultimate Load + V_dsf = V_nsf / gamma_mf + + # Determine nominal bearing check requirements (Cl 10.4.4) + # "Design capacity at ultimate load may be calculated as per bearing type connection" + # So we basically check Bearing Limit as well? + # Checking simple slip resistance first. + + # Code says: Vdb = min(Vdsf, Vdpb) ?? + # Actually HSFG design is usually governed by Slip at Service or Ultimate. + # Cl 10.4.3 is Slip Resistance. + # Cl 10.4.4: "Bearing resistance... checked at Ultimate Load." + + # We will take bolt_value = Vdsf (Slip) but ensure Bearing is not exceeded? + # Osdag implementation often treats Bolt Capacity = Vdsf for HSFG. + + # Reduction factors (Long Joint) applicable to HSFG too? + # Image 3 / Cl 10.4.3.1: "Long joint reduction factor is also applicable to friction grip" + V_dsf_reduced = V_dsf * beta_lj + + # Beta_lg? Not mentioned for HSFG explicitly in summary, but assumed for large grip. + + bolt_value = V_dsf_reduced + self.bolt.bolt_shear_capacity = V_dsf_reduced # Using field for slip + self.bolt.bolt_bearing_capacity = 999999 # Not governing usually + + self.bolt.bolt_capacity = bolt_value + n_bolts = math.ceil(self.load.axial_force * 1000 / bolt_value) + + # Check min bolts (2) + if n_bolts < 2: n_bolts = 2 + + # Calculate Length of Joint + l_j = (n_bolts - 1) * p + + # Validate Max Pitch and Gauge + # Compression Max Pitch (Cl 10.2.3.2): min(12t, 200mm) + max_pitch = min(12 * min(t_p, t_member), 200.0) + if p > max_pitch: + # If current pitch is too large, we should technically reduce it, + # but p is typically set to 2.5d_min. If 2.5d > max_pitch, we have a geometry clash. + # Usually 2.5d is much smaller than 200mm. + pass + + # --- Detail Checks (Plate Height) --- + # Eq 2.30: hp = Depth of Section + 15mm + 15mm + # Eq 2.30: hp = Depth of Section + 15mm + 15mm + if self.sec_profile in ["Angles", "Back to Back Angles", "Star Angles"]: + # For Angle, Depth is usually the connected leg length if connected to gusset? + # Or Max Leg? Osdag usually aligns centroid or specific leg. + # Assuming Depth refers to the overall extent. + # If "Strut Bolted to End Gusset", likely connected by one leg. + # Depth = Connected Leg Length? + # Using max_leg as safer proxy or 'depth' if available in properties + if self.loc == "Long Leg": + depth_sec = self.section_size_1.max_leg + else: + depth_sec = self.section_size_1.min_leg + else: + depth_sec = self.section_size_1.depth + + h_plate = depth_sec + 30.0 # 15 + 15 mm + + # --- 2. Plate Checks (Yielding, Rupture, Block Shear) --- + + # A. Yielding of Gross Section (Cl 6.2) + # Tdg = Ag * fy / gamma_m0 + # Width of plate? + # Assuming effective width or full height of plate is engaged? + # Conventional practice: Width approx h_plate at critical section? + # Or Whitmore section? + # Osdag simplified: Check yield on full h_plate. + plate_yield_cap = h_plate * t_p * self.plate.fy / self.gamma_m0 + + # B. Rupture of Critical Section (Cl 6.3) + # Tdn = 0.9 * An * fu / gamma_m1 + # An = (Width - n_holes * d0) * t + # Number of bolts in a row at critical section? Assuming 1 for single line. + # If multiple lines, update logic. + # bolt_line = number of columns? + # In current logic, single line (column) -> 1 bolt per row? + # Wait, 1D array of bolts -> 1 column. + n_row = 1 + d_hole = bolt_dia + 2 # Clearance + An = (h_plate - n_row * d_hole) * t_p + plate_rupture_cap = 0.9 * An * self.plate.fu / self.gamma_m1 + + # C. Block Shear (Cl 6.4) + # Tdb = min(Tdb1, Tdb2) + # Avg, Avn (Shear area - parallel to load) + # Atg, Atn (Tension area - perp to load) + # Layout: Single line of n_bolts + # Shear Plane Length = (n-1)*p + e + # Tension Plane Width = e (distance from last bolt to edge perpendicular?) + # Or 30mm/edge min? + # For End Gusset: + # Failure path: Shear along line of bolts + Tension to edge. + # L_v = (n_bolts - 1) * p + e + # L_t = e (Simple block shear for single line) + + Avg = l_j + e + Avg = Avg * t_p + Avn = (l_j + e - (n_bolts - 0.5) * d_hole) * t_p + + Atg = e * t_p # Perp distance + Atn = (e - 0.5 * d_hole) * t_p # Perp net + + Tdb1 = (Avg * self.plate.fy / (math.sqrt(3) * self.gamma_m0) + + 0.9 * Atn * self.plate.fu / self.gamma_m1) + + Tdb2 = (0.9 * Avn * self.plate.fu / (math.sqrt(3) * self.gamma_m1) + + Atg * self.plate.fy / self.gamma_m0) + + plate_block_shear_cap = min(Tdb1, Tdb2) + + # Minimal Capacity Check + plate_cap = min(plate_yield_cap, plate_rupture_cap, plate_block_shear_cap) + + if plate_cap < self.load.axial_force * 1000: + continue # Try next thickness + + # All capacity checks passed - save design and call status_pass + self.plate.height = h_plate + self.plate.length = l_j + 2 * e + + # Store specific capacities for reporting + self.plate.shear_capacity = plate_block_shear_cap + self.plate.block_shear_capacity = plate_block_shear_cap + self.plate.tension_yielding_capacity = plate_yield_cap + self.plate.tension_rupture_capacity = plate_rupture_cap + + # For output display + self.plate_tension_capacity = plate_cap + + # Update bolt object with final calc properties + self.bolt.bolt_capacity = bolt_value + self.efficiency = round(self.load.axial_force * 1000 / min(bolt_value * n_bolts, plate_cap), 2) + + # Bolt Layout Update + self.plate.bolts_one_line = 1 + self.plate.bolt_line = n_bolts + + # Call status_pass (handles plate length check like tension_bolted) + self.status_pass(design_dictionary) + # status_pass handles all logging (success or plate length failure) + # Break here - status_pass already logged appropriate message + return # Exit function entirely - no post-loop logging needed + + # If we reach here, no plate thickness passed capacity checks + # Only log if status_pass was never called + self.design_status = False + self.plate.reason = "Gusset Plate / Bolt Design Failed. Possible causes: plate thickness too small or grip exceeds limit." + self.logger.warning(": Gusset Plate / Bolt Design Failed.") + self.logger.info(": Possible causes: plate thickness too small or grip exceeds limit.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + def status_pass(self, design_dictionary): + """ + Final status check and logging matching tension_bolted style. + Checks plate length and logs success/failure accordingly. + """ + if (2 * self.plate.length) > self.length: + self.design_status = False + self.plate.reason = ": The plate length of {} mm is larger than the member length of {} mm.".format( + 2 * self.plate.length, self.length) + self.logger.warning(": The plate length of {} mm is larger than the member length of {} mm.".format( + 2 * self.plate.length, self.length)) + self.logger.info(": Try a bolt of larger diameter and/or increase the member length.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.plate_design_status = True + self.design_status = True + self.intermittent_bolt(design_dictionary) + self.logger.info(": In the case of reverse loading, the slenderness value shall be less than 180 [Ref. Table 3, IS 800:2007].") + if self.sec_profile not in ["Angles", "Channels"] and self.length > 1000: + self.logger.info(": In the case of reverse loading for double sections, spacing of the intermittent connection shall be less than 1000 " + "[Ref. Cl. 10.2.5.4, IS 800:2007].") + self.logger.info(": To reduce the quantity of bolts, define a list of diameter, plate thickness and/or member size higher than the " + "one currently defined.") + + if self.load.axial_force < (self.res_force / 1000): + self.logger.info(": The minimum design force based on the member size is used for performing the connection design, i.e. {} kN " + "[Ref. Cl. 10.7, IS 800:2007].".format(round(self.res_force / 1000, 2))) + + self.logger.info(": Overall bolted compression member design is safe. \n") + self.logger.info(": =========End Of design===========") + + if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.a, + B_b=self.section_size_1.b, + T_t=self.section_size_1.thickness) + else: + self.min_rad_gyration_calc(designation=self.section_size_1.designation, + material_grade=self.material, + key=self.sec_profile, subkey=self.loc, + D_a=self.section_size_1.depth, + B_b=self.section_size_1.flange_width, + T_t=self.section_size_1.flange_thickness, + t=self.section_size_1.web_thickness) + + def intermittent_bolt(self, design_dictionary): + """ + Calculate intermittent connection details for built-up sections. + Based on IS 800:2007 Cl 10.2.5.4 - Maximum spacing <= 1000mm for compression members. + """ + # Calculate intermediate length (length between end connections) + # For compression, we need to account for end plate connections + if hasattr(self.plate, 'end_dist_provided') and hasattr(self.plate, 'bolt_line'): + self.inter_length = self.length - 2 * (self.plate.end_dist_provided + (self.plate.bolt_line - 1) * self.plate.pitch_provided) + else: + # Fallback if plate details not available + self.inter_length = self.length - 2 * 50.0 # Assume 50mm end distance + + if design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Angles', 'Star Angles', 'Back to Back Channels']: + # Calculate minimum radius of gyration for individual component + if design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Angles', 'Star Angles']: + # For angles, use single angle properties + self.inter_memb = Angle(designation=self.section_size_1.designation, + material_grade=design_dictionary[KEY_SEC_MATERIAL]) + min_gyration = min(self.inter_memb.rad_of_gy_u, self.inter_memb.rad_of_gy_v) + elif design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Channels']: + self.inter_memb = Channel(designation=self.section_size_1.designation, + material_grade=design_dictionary[KEY_SEC_MATERIAL]) + min_gyration = min(self.inter_memb.rad_of_gy_y, self.inter_memb.rad_of_gy_z) + + # IS 800:2007 Cl 10.2.5.4 - Maximum spacing for compression members: 1000mm + # Also check individual component slenderness: lambda <= 50 or 0.7 * lambda_whole + # For compression: spacing <= 400 * r_min (or 1000mm max) + if self.inter_length > 1000: + self.inter_memb_length = 400 * min_gyration + + if self.inter_memb_length > 1000: + # If calculated spacing > 1000mm, use 1000mm max + ratio = round_up(self.inter_length / 1000, 1) + else: + ratio = round_up(self.inter_length / self.inter_memb_length, 1) + + self.inter_memb_length = self.inter_length / ratio + self.inter_conn = ratio - 1 + + # Use same bolt details as end connection + self.inter_bolt_one_line = self.plate.bolts_one_line + self.inter_bolt_line = 1 + + # Plate dimensions for intermittent connection + if hasattr(self.plate, 'end_dist_provided'): + self.inter_plate_length = 2 * self.plate.end_dist_provided + else: + self.inter_plate_length = 100.0 # Default + + # Plate height based on section profile and location + if self.sec_profile == "Star Angles": + if self.loc == "Long Leg": + self.inter_plate_height = 2 * self.section_size_1.max_leg + else: + self.inter_plate_height = 2 * self.section_size_1.max_leg + elif self.sec_profile == "Back to Back Angles": + if self.loc == "Long Leg": + self.inter_plate_height = self.section_size_1.max_leg + else: + self.inter_plate_height = self.section_size_1.max_leg + else: # Back to Back Channels + self.inter_plate_height = self.section_size_1.depth + + self.inter_dia = self.bolt.bolt_diameter_provided + self.inter_grade = self.bolt.bolt_grade_provided + + + else: + # No intermittent connections needed + self.inter_conn = 0.0 + self.inter_bolt_one_line = 0.0 + self.inter_bolt_line = 0.0 + self.inter_plate_length = 0.0 + self.inter_plate_height = 0.0 + self.inter_memb_length = 0.0 + self.inter_dia = 0.0 + self.inter_grade = 0.0 + else: + # Single sections don't need intermittent connections + self.inter_conn = 0.0 + self.inter_bolt_one_line = 0.0 + self.inter_bolt_line = 0.0 + self.inter_plate_length = 0.0 + self.inter_plate_height = 0.0 + self.inter_memb_length = 0.0 + self.inter_dia = 0.0 + self.inter_grade = 0.0 + + def min_rad_gyration_calc(self, designation, material_grade, key, subkey, D_a=0.0, B_b=0.0, T_t=0.0, t=0.0): + + if key == "Channels" and subkey == "Web": + Channel_attributes = Channel(designation, material_grade) + rad_y = Channel_attributes.rad_of_gy_y + rad_z = Channel_attributes.rad_of_gy_z + min_rad = min(rad_y, rad_z) + + elif key == 'Back to Back Channels' and subkey == "Web": + BBChannel_attributes = BBChannel_Properties() + BBChannel_attributes.data(designation, material_grade) + rad_y = BBChannel_attributes.calc_RogY(f_w=B_b, f_t=T_t, w_h=D_a, w_t=t) * 10 + rad_z = BBChannel_attributes.calc_RogZ(f_w=B_b, f_t=T_t, w_h=D_a, w_t=t) * 10 + min_rad = min(rad_y, rad_z) + + elif key == "Back to Back Angles" and subkey == 'Long Leg': + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + rad_y = BBAngle_attributes.calc_RogY(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_z = BBAngle_attributes.calc_RogZ(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + min_rad = min(rad_y, rad_z) + + elif key == 'Back to Back Angles' and subkey == 'Short Leg': + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + rad_y = BBAngle_attributes.calc_RogY(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_z = BBAngle_attributes.calc_RogZ(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + min_rad = min(rad_y, rad_z) + + elif key == 'Star Angles' and subkey == 'Long Leg': + SAngle_attributes = SAngle_Properties() + SAngle_attributes.data(designation, material_grade) + rad_y = SAngle_attributes.calc_RogY(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_z = SAngle_attributes.calc_RogZ(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_u = SAngle_attributes.calc_RogU(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_v = SAngle_attributes.calc_RogV(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + min_rad = min(rad_y, rad_z, rad_u, rad_v) + + elif key == 'Star Angles' and subkey == 'Short Leg': + SAngle_attributes = SAngle_Properties() + SAngle_attributes.data(designation, material_grade) + rad_y = SAngle_attributes.calc_RogY(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_z = SAngle_attributes.calc_RogZ(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_u = SAngle_attributes.calc_RogU(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + rad_v = SAngle_attributes.calc_RogV(a=D_a, b=B_b, t=T_t, l=subkey) * 10 + min_rad = min(rad_y, rad_z, rad_u, rad_v) + + elif key == 'Angles' and (subkey == 'Long Leg' or subkey == 'Short Leg'): + Angle_attributes = Angle(designation, material_grade) + rad_u = Angle_attributes.rad_of_gy_u + rad_v = Angle_attributes.rad_of_gy_v + min_rad = min(rad_u, rad_v) + + else: + min_rad = 0.0 + + self.min_radius_gyration = min_rad + + def member_recheck(self, design_dictionary): + """Comparing applied force and compression capacity and if failed, + it returns to initial member selection which selects member of higher area""" + try: + print("Entering member_recheck") # Debug + + if self.section_size_1.compression_capacity >= self.load.axial_force * 1000: + self.design_status = True + self.efficiency = round((self.load.axial_force * 1000 / self.section_size_1.compression_capacity), 2) + print(f"Calling get_plate_thickness, efficiency={self.efficiency}") # Debug + self.get_plate_thickness(design_dictionary) + print("get_plate_thickness completed") # Debug + + else: + if len(self.sizelist) >= 2: + size = self.section_size_1.designation + print("recheck", size) + self.initial_member_capacity(design_dictionary, size) + else: + self.design_status = False + self.logger.warning(" : The factored compression force ({} kN) exceeds the compression capacity ({} kN) with respect to the maximum available " + "member size {}." + .format(round(self.load.axial_force, 2), round(self.section_size_1.compression_capacity/1000, 2), self.max_area)) + self.logger.info(" : Select member(s) with a higher cross sectional area.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + except Exception as e: + print(f"EXCEPTION in member_recheck: {type(e).__name__}: {e}") + import traceback + traceback.print_exc() + self.design_status = False + self.logger.error(f": Internal error in member_recheck: {e}") + self.logger.info(" :=========End Of design===========") + + def results_to_test(self, filename): + """Output design results to test file""" + test_out_list = {KEY_DISP_DESIGNATION: self.section_size_1.designation, + KEY_DISP_DESIGN_STRENGTH_COMPRESSION: self.section_size_1.compression_capacity, + KEY_DISP_SLENDER: self.section_size_1.slenderness, + KEY_DISP_EFFICIENCY: self.efficiency, + KEY_OUT_DISP_D_PROVIDED: self.bolt.bolt_diameter_provided, + KEY_OUT_DISP_GRD_PROVIDED: self.bolt.bolt_grade_provided, + KEY_OUT_DISP_BOLT_SHEAR: self.bolt.bolt_shear_capacity, + KEY_OUT_DISP_BOLT_BEARING: self.bolt.bolt_bearing_capacity, + KEY_OUT_DISP_BOLT_CAPACITY: self.bolt.bolt_capacity, + KEY_OUT_DISP_BOLT_LINE: self.plate.bolt_line, + KEY_OUT_DISP_BOLTS_ONE_LINE: self.plate.bolts_one_line, + KEY_OUT_DISP_PLATETHK: self.plate.thickness_provided, + KEY_OUT_DISP_PLATE_MIN_HEIGHT: self.plate.height, + KEY_OUT_DISP_PLATE_MIN_LENGTH: self.plate.length} + f = open(filename, "w") + f.write(str(test_out_list)) + f.close() + + def save_design(self, popup_summary): + """ + Save the design results and generate the design report. + Based on tension_bolted.py but adapted for compression members. + """ + # Determine section for report + if self.member_design_status == True: + section_size = self.section_size_1 + depth_max = round(self.max_plate_height, 2) if hasattr(self, 'max_plate_height') else 0.0 + else: + if self.max_limit_status_2 == True: + if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + section_size = Angle(designation=self.max_gyr, material_grade=self.material) + else: + section_size = Channel(designation=self.max_gyr, material_grade=self.material) + else: + if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + section_size = Angle(designation=self.max_area, material_grade=self.material) + else: + section_size = Channel(designation=self.max_area, material_grade=self.material) + depth_max = round(self.max_depth, 2) if hasattr(self, 'max_depth') else 0.0 + + # Determine image and connecting plates based on section profile + if self.sec_profile in ["Channels", "Back to Back Channels"]: + if self.sec_profile == "Back to Back Channels": + connecting_plates = [self.plate.thickness_provided, section_size.web_thickness] + if section_size.flange_slope == 90: + image = "Parallel_BBChannel" + else: + image = "Slope_BBChannel" + else: + connecting_plates = [self.plate.thickness_provided, section_size.web_thickness] + if section_size.flange_slope == 90: + image = "Parallel_Channel" + else: + image = "Slope_Channel" + min_gauge = self.pitch_round if hasattr(self, 'pitch_round') else 0.0 + row_limit = "Row~Limit~(rl)~=~2" + row = 2 + depth = 2 * (self.edge_dist_min_round if hasattr(self, 'edge_dist_min_round') else 30) + (self.pitch_round if hasattr(self, 'pitch_round') else 40) + elif section_size.max_leg == section_size.min_leg: + # Equal angles + if self.sec_profile == "Back to Back Angles": + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + if self.loc == "Long Leg": + image = "bblequaldp" + else: + image = "bbsequaldp" + elif self.sec_profile == "Star Angles": + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + if self.loc == "Long Leg": + image = "salequaldp" + else: + image = "sasequaldp" + else: + image = "equaldp" + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + min_gauge = 0.0 + row_limit = "Row~Limit~(rl)~=~1" + row = 1 + depth = 2 * (self.edge_dist_min_round if hasattr(self, 'edge_dist_min_round') else 30) + else: + # Unequal angles + if self.sec_profile == "Back to Back Angles": + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + if self.loc == "Long Leg": + image = "bblunequaldp" + else: + image = "bbsunequaldp" + elif self.sec_profile == "Star Angles": + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + if self.loc == "Long Leg": + image = "salunequaldp" + else: + image = "sasunequaldp" + else: + image = "unequaldp" + connecting_plates = [self.plate.thickness_provided, section_size.thickness] + min_gauge = 0.0 + row_limit = "Row~Limit~(rl)~=~1" + row = 1 + depth = 2 * (self.edge_dist_min_round if hasattr(self, 'edge_dist_min_round') else 30) + + # Gamma values for bolts + if self.member_design_status == True: + if self.bolt.bolt_type == TYP_BEARING: + variable = KEY_DISP_GAMMA_MB + value = cl_5_4_1_table_4_5_gamma_value(self.bolt.gamma_mb, "mb") + else: + variable = KEY_DISP_GAMMA_MF + value = cl_5_4_1_table_4_5_gamma_value(self.bolt.gamma_mf, "mf") + else: + variable = KEY_DISP_GAMMA_MF + value = cl_5_4_1_table_4_5_gamma_value(1.25, "mf") + + # Member capacity for report - COMPRESSION SPECIFIC + if self.member_design_status == True: + compression_capacity_kn = round(section_size.compression_capacity / 1000, 2) + slenderness = section_size.slenderness + gyration = self.min_radius_gyration + else: + if hasattr(self, 'max_limit_status_2') and self.max_limit_status_2 == True: + [force_temp, l_temp, slenderness, gyration] = self.max_force_length(self.max_gyr) + compression_capacity_kn = round(force_temp / 1000, 2) + else: + [force_temp, l_temp, slenderness, gyration] = self.max_force_length(self.max_area) + compression_capacity_kn = round(force_temp / 1000, 2) + + # Section report data based on profile + if self.sec_profile == "Channels": + self.report_supporting = { + KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (section_size.designation, self.sec_profile), + KEY_DISP_MATERIAL: section_size.material, + KEY_REPORT_MASS: round(section_size.mass, 2), + KEY_REPORT_AREA: round(section_size.area, 2), + KEY_REPORT_DEPTH: round(section_size.depth, 2), + KEY_REPORT_WIDTH: round(section_size.flange_width, 2), + KEY_REPORT_WEB_THK: round(section_size.web_thickness, 2), + KEY_REPORT_FLANGE_THK: round(section_size.flange_thickness, 2), + KEY_DISP_FLANGE_S_REPORT: round(section_size.flange_slope, 2), + KEY_REPORT_R1: round(section_size.root_radius, 2), + KEY_REPORT_R2: round(section_size.toe_radius, 2), + KEY_REPORT_CY: round(section_size.Cy, 2), + KEY_REPORT_IZ: round(section_size.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(section_size.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(section_size.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(section_size.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(section_size.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(section_size.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(section_size.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(section_size.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_RADIUS_GYRATION: round(gyration, 2) + } + thickness = section_size.web_thickness + text = "C" + + elif self.sec_profile == "Back to Back Channels": + BBChannel = BBChannel_Properties() + BBChannel.data(section_size.designation, section_size.material) + self.report_supporting = { + KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (section_size.designation, self.sec_profile), + KEY_DISP_MATERIAL: section_size.material, + KEY_REPORT_MASS: round(2 * section_size.mass, 2), + KEY_REPORT_AREA: round(2 * section_size.area, 2), + KEY_REPORT_DEPTH: round(section_size.depth, 2), + KEY_REPORT_WIDTH: round(section_size.flange_width, 2), + KEY_REPORT_WEB_THK: round(section_size.web_thickness, 2), + KEY_REPORT_FLANGE_THK: round(section_size.flange_thickness, 2), + '$T_p$ (mm)': round(self.plate.thickness_provided, 2), + KEY_DISP_FLANGE_S_REPORT: round(section_size.flange_slope, 2), + KEY_REPORT_R1: round(section_size.root_radius, 2), + KEY_REPORT_R2: round(section_size.toe_radius, 2), + KEY_REPORT_IZ: round((BBChannel.calc_MomentOfAreaZ(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 10000) * 1e-4, 2), + KEY_REPORT_IY: round((BBChannel.calc_MomentOfAreaY(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 10000) * 1e-4, 2), + KEY_REPORT_RZ: round((BBChannel.calc_RogZ(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 10) * 1e-1, 2), + KEY_REPORT_RY: round((BBChannel.calc_RogY(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 10) * 1e-1, 2), + KEY_REPORT_ZEZ: round((BBChannel.calc_ElasticModulusZz(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 1000) * 1e-3, 2), + KEY_REPORT_ZEY: round((BBChannel.calc_ElasticModulusZy(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 1000) * 1e-3, 2), + KEY_REPORT_ZPZ: round((BBChannel.calc_PlasticModulusZpz(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 1000) * 1e-3, 2), + KEY_REPORT_ZPY: round((BBChannel.calc_PlasticModulusZpy(section_size.flange_width, section_size.flange_thickness, section_size.depth, section_size.web_thickness) * 1000) * 1e-3, 2), + KEY_REPORT_RADIUS_GYRATION: round(gyration, 2) + } + thickness = section_size.web_thickness + text = "C" + + elif self.sec_profile == "Angles": + self.report_supporting = { + KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (section_size.designation, self.sec_profile), + KEY_DISP_MATERIAL: section_size.material, + KEY_REPORT_MASS: round(section_size.mass, 2), + KEY_REPORT_AREA: round(section_size.area, 2), + KEY_REPORT_MAX_LEG_SIZE: round(section_size.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(section_size.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(section_size.thickness, 2), + KEY_REPORT_R1: round(section_size.root_radius, 2), + KEY_REPORT_R2: round(section_size.toe_radius, 2), + KEY_REPORT_CY: round(section_size.Cy, 2), + KEY_REPORT_CZ: round(section_size.Cz, 2), + KEY_REPORT_IZ: round(section_size.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(section_size.mom_inertia_y * 1e-4, 2), + KEY_REPORT_IU: round(section_size.mom_inertia_u * 1e-4, 2), + KEY_REPORT_IV: round(section_size.mom_inertia_v * 1e-4, 2), + KEY_REPORT_RZ: round(section_size.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(section_size.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_RU: round(section_size.rad_of_gy_u * 1e-1, 2), + KEY_REPORT_RV: round(section_size.rad_of_gy_v * 1e-1, 2), + KEY_REPORT_ZEZ: round(section_size.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(section_size.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(section_size.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(section_size.plast_sec_mod_y * 1e-3, 2), + KEY_REPORT_RADIUS_GYRATION: round(gyration, 2) + } + thickness = section_size.thickness + text = "A" + + elif self.sec_profile == "Back to Back Angles": + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(section_size.designation, section_size.material) + if self.loc == "Long Leg": + Cz = round((Angle_attributes.calc_Cz(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc) * 10), 2) + Cy = "N/A" + else: + Cy = round((Angle_attributes.calc_Cy(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc) * 10), 2) + Cz = "N/A" + + self.report_supporting = { + KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (section_size.designation, self.sec_profile), + KEY_DISP_MATERIAL: section_size.material, + KEY_REPORT_MASS: round(2 * section_size.mass, 2), + KEY_REPORT_AREA: round(2 * section_size.area, 2), + KEY_REPORT_MAX_LEG_SIZE: round(section_size.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(section_size.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(section_size.thickness, 2), + '$T$ (mm)': round(self.plate.thickness_provided, 2), + KEY_REPORT_R1: round(section_size.root_radius, 2), + KEY_REPORT_R2: round(section_size.toe_radius, 2), + KEY_REPORT_CY: Cy, + KEY_REPORT_CZ: Cz, + KEY_REPORT_IZ: round((Angle_attributes.calc_MomentOfAreaZ(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc) * 10000) * 1e-4, 2), + KEY_REPORT_IY: round((Angle_attributes.calc_MomentOfAreaY(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc) * 10000) * 1e-4, 2), + KEY_REPORT_RZ: round(Angle_attributes.calc_RogZ(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RY: round(Angle_attributes.calc_RogY(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZEZ: round(Angle_attributes.calc_ElasticModulusZz(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZEY: round(Angle_attributes.calc_ElasticModulusZy(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZPZ: round(Angle_attributes.calc_PlasticModulusZpz(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZPY: round(Angle_attributes.calc_PlasticModulusZpy(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RADIUS_GYRATION: round(gyration, 2) + } + thickness = section_size.thickness + text = "A" + + else: # Star Angles + Angle_attributes = SAngle_Properties() + Angle_attributes.data(section_size.designation, section_size.material) + self.report_supporting = { + KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (section_size.designation, self.sec_profile), + KEY_DISP_MATERIAL: section_size.material, + KEY_REPORT_MASS: round(2 * section_size.mass, 2), + KEY_REPORT_AREA: round(2 * section_size.area, 2), + KEY_REPORT_MAX_LEG_SIZE: round(section_size.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(section_size.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(section_size.thickness, 2), + '$T$ (mm)': round(self.plate.thickness_provided, 2), + KEY_REPORT_R1: round(section_size.root_radius, 2), + KEY_REPORT_R2: round(section_size.toe_radius, 2), + KEY_REPORT_IZ: round(Angle_attributes.calc_MomentOfAreaZ(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_IY: round(Angle_attributes.calc_MomentOfAreaY(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_IU: round(Angle_attributes.calc_MomentOfAreaU(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_IV: round(Angle_attributes.calc_MomentOfAreaV(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RZ: round(Angle_attributes.calc_RogZ(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RY: round(Angle_attributes.calc_RogY(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RU: round(Angle_attributes.calc_RogU(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RV: round(Angle_attributes.calc_RogV(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZEZ: round(Angle_attributes.calc_ElasticModulusZz(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZEY: round(Angle_attributes.calc_ElasticModulusZy(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZPZ: round(Angle_attributes.calc_PlasticModulusZpz(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_ZPY: round(Angle_attributes.calc_PlasticModulusZpy(section_size.max_leg, section_size.min_leg, section_size.thickness, self.loc), 2), + KEY_REPORT_RADIUS_GYRATION: round(gyration, 2) + } + thickness = section_size.thickness + text = "A" + + # Report Input section + self.report_input = { + KEY_MODULE: self.module, + KEY_DISP_AXIAL_STAR: self.load.axial_force, + KEY_DISP_LENGTH: self.length, + "Selected Section Details": self.report_supporting, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sizelist), + "Section Material": section_size.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(section_size.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT: round(section_size.fy, 2), + "Bolt Details - Input and Design Preference": "TITLE", + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), + KEY_DISP_TYP: self.bolt.bolt_type, + KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, + "Plate Details - Input and Design Preference": "TITLE", + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), + KEY_DISP_MATERIAL: self.plate.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT + " (Plate)": round(self.plate.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT + " (Plate)": round(self.plate.fy, 2), + } + + if self.bolt.bolt_type == TYP_FRICTION_GRIP: + self.report_input[KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT] = self.bolt.mu_f + + # Report check list + self.report_check = [] + self.load.shear_force = 0.0 + + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + if self.sec_profile in ["Back to Back Angles", "Star Angles", "Back to Back Channels"]: + multiple = 2 + else: + multiple = 1 + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + if self.member_design_status == True: + + # ========================================================================= + # SECTION 1: BUCKLING CLASS & IMPERFECTION FACTOR + # ========================================================================= + t1 = ('SubSection', 'Buckling Class & Imperfection Factor', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + # Get imperfection factor (should be calculated in member_check) + imperfection_factor = self.imperfection_factor if hasattr(self, 'imperfection_factor') else 0.49 + bucklingclass = 'c' # Conservative assumption for angles/channels (Table 10, IS 800:2007) + + t1 = ('Buckling Curve Classification', + '', + NoEscape(f'{bucklingclass}'+'\\newline'+f'[Ref.~IS~800:2007,~Table~10]'), + '') + self.report_check.append(t1) + + t1 = (r'Imperfection Factor ($\alpha$)', + '', + NoEscape(f'{str(imperfection_factor)}'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~7.1.2.2]'), + '') + self.report_check.append(t1) + + # ========================================================================= + # SECTION 2: SECTION CLASSIFICATION + # ========================================================================= + t1 = ('SubSection', 'Section Classification', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + epsilon = math.sqrt(250 / section_size.fy) + + if self.sec_profile in ["Angles", "Back to Back Angles", "Star Angles"]: + # For angles + b = section_size.min_leg + d = section_size.max_leg + t = section_size.thickness + + b_t_ratio = round(b / t, 2) + d_t_ratio = round(d / t, 2) + bd_t_ratio = round((b + d) / (2 * t), 2) + + limit_1 = round(15.7 * epsilon, 2) + limit_2 = round(25 * epsilon, 2) + + t1 = ('Outstanding element', + NoEscape(r'$\dfrac{b}{t} \leq 15.7\varepsilon$'), + NoEscape(f'$\\dfrac{{{b}}}{{{t}}} = {b_t_ratio} \\leq {limit_1}$'), + get_pass_fail(limit_1, b_t_ratio, relation='geq')) + self.report_check.append(t1) + + t1 = ('Outstanding element', + NoEscape(r'$\dfrac{d}{t} \leq 15.7\varepsilon$'), + NoEscape(f'$\\dfrac{{{d}}}{{{t}}} = {d_t_ratio} \\leq {limit_1}$'), + get_pass_fail(limit_1, d_t_ratio, relation='geq')) + self.report_check.append(t1) + + t1 = ('Axial Compression', + NoEscape(r'$\dfrac{(b+d)}{2t} \leq 25\varepsilon$'), + NoEscape(f'$\\dfrac{{{b + d}}}{{2 \\times {t}}} = {bd_t_ratio} \\leq {limit_2}$'), + get_pass_fail(limit_2, bd_t_ratio, relation='geq')) + self.report_check.append(t1) + + elif self.sec_profile in ["Channels", "Back to Back Channels"]: + # For channels + b_tf = section_size.flange_width / 2 + tf = section_size.flange_thickness + d_web = section_size.depth - 2 * section_size.flange_thickness + tw = section_size.web_thickness + + b_tf_ratio = round(b_tf / tf, 2) + d_tw_ratio = round(d_web / tw, 2) + + limit_flange = round(10.5 * epsilon, 2) + limit_web = round(42 * epsilon, 2) + + t1 = ('Flange (Outstanding)', + NoEscape(r'$\dfrac{b/2}{t_f} \leq 10.5\varepsilon$'), + NoEscape(f'$\\dfrac{{{round(b_tf, 2)}}}{{{tf}}} = {b_tf_ratio} \\leq {limit_flange}$'), + get_pass_fail(limit_flange, b_tf_ratio, relation='geq')) + self.report_check.append(t1) + + t1 = ('Web (Internal)', + NoEscape(r'$\dfrac{d}{t_w} \leq 42\varepsilon$'), + NoEscape(f'$\\dfrac{{{round(d_web, 2)}}}{{{tw}}} = {d_tw_ratio} \\leq {limit_web}$'), + get_pass_fail(limit_web, d_tw_ratio, relation='geq')) + self.report_check.append(t1) + + t1 = ('Note', '', + 'All above criteria should be satisfied', + '') + self.report_check.append(t1) + + section_class = "Semi-Compact" # Conservative for compression members + t1 = ('Section Class', + '', + NoEscape(f'{section_class}'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~3.7]'), + '') + self.report_check.append(t1) + + # ========================================================================= + # SECTION 3: EFFECTIVE SLENDERNESS RATIO + # ========================================================================= + t1 = ('SubSection', 'Effective Slenderness Ratio', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + K = self.K + L = self.length + r_min = self.min_radius_gyration + lambda_e = round(section_size.slenderness, 2) + + if self.sec_profile == "Angles" and hasattr(self, 'k1'): + # For angles loaded through one leg - show detailed calculation + k1 = self.k1 if hasattr(self, 'k1') else 0.2 + k2 = self.k2 if hasattr(self, 'k2') else 0.35 + k3 = self.k3 if hasattr(self, 'k3') else 20.0 + + t1 = ('Formula', + '', + NoEscape(r'$\lambda_e = \sqrt{k_1 + k_2\lambda_{vv}^2 + k_3\lambda_\psi^2}$'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~7.5.1.2]'), + '') + self.report_check.append(t1) + + # Show constants based on fixity and number of bolts + fixity_str = 'Hinged' if not hasattr(self, 'fixity') else self.fixity + bolts_str = '2' if not hasattr(self, 'num_bolts') else str(self.num_bolts) + + t1 = (r'Constants', + f'{bolts_str}~bolts,~{fixity_str}', + NoEscape(f'$k_1 = {k1},~k_2 = {k2},~k_3 = {k3}$'), + '') + self.report_check.append(t1) + + if hasattr(self, 'lambda_vv'): + t1 = (r'$\lambda_{vv}$', + '', + NoEscape(f'$\\lambda_{{vv}} = \\dfrac{{L}}{{r_v}} \\sqrt{{\\dfrac{{f_y}}{{2\\pi^2 E}}}} = {round(self.lambda_vv, 2)}$'), + '') + self.report_check.append(t1) + + if hasattr(self, 'lambda_psi'): + t1 = (r'$\lambda_\psi$', + '', + NoEscape(f'$\\lambda_\\psi = \\dfrac{{b_1 + b_2}}{{2t}} \\sqrt{{\\dfrac{{f_y}}{{2\\pi^2 E}}}} = {round(self.lambda_psi, 2)}$'), + '') + self.report_check.append(t1) + + t1 = (r'$\lambda_e$', + '', + NoEscape(f'$\\lambda_e = {lambda_e}$'), + '') + self.report_check.append(t1) + else: + # For other sections or concentrically loaded + t1 = ('Effective Length Factor', '', f'$K = {K}$', '') + self.report_check.append(t1) + + t1 = ('Unsupported Length', '', f'$L = {L}$ mm', '') + self.report_check.append(t1) + + t1 = ('Minimum Radius of Gyration', '', + NoEscape(f'$r_{{min}} = {round(r_min, 2)}$ mm'), '') + self.report_check.append(t1) + + t1 = ('Effective Slenderness', + '', + NoEscape(f'$\\lambda_e = \\dfrac{{KL}}{{r_{{min}}}} = \\dfrac{{{K} \\times {L}}}{{{round(r_min, 2)}}} = {lambda_e}$'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~7.1.2]'), + '') + self.report_check.append(t1) + + # Slenderness check + t1 = ('Slenderness Limit', + '', + NoEscape(f'$\\lambda_e = {lambda_e} \\leq 180$'+'\\newline'+f'[Ref.~IS~800:2007,~Table~3]'), + get_pass_fail(180, lambda_e, relation='geq')) + self.report_check.append(t1) + + # ========================================================================= + # SECTION 4: CHECKS FOR STRENGTH + # ========================================================================= + t1 = ('SubSection', 'Checks for Strength', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + # Euler Buckling Stress + E = 200000 # MPa + f_cc = round((math.pi**2 * E) / (lambda_e**2), 2) if lambda_e > 0 else 999999 + + t1 = ('Euler Buckling Stress', + '', + NoEscape(f'$f_{{cc}} = \\dfrac{{\\pi^2 E}}{{\\lambda_e^2}} = \\dfrac{{\\pi^2 \\times {E}}}{{{lambda_e}^2}} = {f_cc}$ MPa'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~7.1.2.1]'), + '') + self.report_check.append(t1) + + # Non-dimensional slenderness + f_y = section_size.fy + lambda_bar = round(math.sqrt(f_y / f_cc), 3) if f_cc > 0 else 0 + + t1 = (r'Non-dimensional slenderness', + '', + NoEscape(f'$\\bar{{\\lambda}} = \\sqrt{{\\dfrac{{f_y}}{{f_{{cc}}}}}} = \\sqrt{{\\dfrac{{{f_y}}}{{{f_cc}}}}} = {lambda_bar}$'), + '') + self.report_check.append(t1) + + # Phi calculation + alpha = imperfection_factor + phi = round(0.5 * (1 + alpha * (lambda_bar - 0.2) + lambda_bar**2), 3) + + t1 = (r'$\phi$ factor', + '', + NoEscape(f'$\\phi = 0.5[1 + \\alpha(\\bar{{\\lambda}} - 0.2) + \\bar{{\\lambda}}^2]$' + '\\newline'+ + f'$= 0.5[1 + {alpha} \\times ({lambda_bar} - 0.2) + {lambda_bar}^2]$' + '\\newline' + f'$ = {phi}$'), + '') + self.report_check.append(t1) + + # Stress reduction factor (chi) + chi = round(1 / (phi + math.sqrt(phi**2 - lambda_bar**2)), 3) if phi**2 >= lambda_bar**2 else 1.0 + chi = min(chi, 1.0) # Chi cannot exceed 1.0 + + t1 = (r'Stress reduction factor', + '', + NoEscape((f'$\\chi = \\dfrac{{1}}{{\\phi + \\sqrt{{\\phi^2 - \\bar{{\\lambda}}^2}}}}$') + '\\newline' + + (f'$= \\dfrac{{1}}{{{phi} + \\sqrt{{{phi}^2 - {lambda_bar}^2}}}}$' + '\\newline' + f'$ = {chi}$')), + '') + self.report_check.append(t1) + + # Design compressive stress + f_cd = round(chi * f_y / gamma_m0, 2) + + t1 = (r'Design Compressive Stress', + '', + NoEscape(f'$f_{{cd}} = \\dfrac{{\\chi f_y}}{{\\gamma_{{m0}}}} = \\dfrac{{{chi} \\times {f_y}}}{{{gamma_m0}}} = {f_cd}$ N/mm$^2$'+'\\newline'+ + f'[Ref.~IS~800:2007,~Cl.~7.1.2]'), + '') + self.report_check.append(t1) + + # Design Compressive Strength + if self.sec_profile in ['Angles', "Channels"]: + A_e = round(section_size.area, 2) + else: + A_e = round(2 * section_size.area, 2) + + P_d = round((A_e * f_cd) / 1000, 2) # kN + P_applied = self.load.axial_force + + t1 = (r'Design Compressive Strength', + '', + NoEscape(f'$P_d = A_e \\times f_{{cd}} = {A_e} \\times {f_cd} \\times 10^{{-3}} = {P_d}$ kN'), + '') + self.report_check.append(t1) + + t1 = ('Capacity Check', + NoEscape(r'$P \leq P_d$'), + NoEscape(f'${P_applied} \\leq {P_d}$'), + get_pass_fail(P_applied, P_d, relation='leq')) + self.report_check.append(t1) + + # Efficiency + efficiency = round(P_applied / P_d, 3) if P_d > 0 else 999 + t1 = ('Efficiency', + NoEscape(r'$\eta < 1.0$'), + NoEscape(f'$\\eta = \\dfrac{{P}}{{P_d}} = \\dfrac{{{P_applied}}}{{{P_d}}} = {efficiency}$'), + get_pass_fail(1.0, efficiency, relation='geq')) + self.report_check.append(t1) + + # ========================================================================= + # SECTION 5: BOLT DESIGN (Enhanced) + # ========================================================================= + t7 = ('SubSection', 'Design of Bolts', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t7) + + # Bolt Properties + t1 = ('Bolt Type', '', self.bolt.bolt_type, '') + self.report_check.append(t1) + + t6 = (KEY_OUT_DISP_D_PROVIDED, '', + display_prov(int(self.bolt.bolt_diameter_provided), "d"), '') + self.report_check.append(t6) + + t8 = (KEY_DISP_BOLT_HOLE, '', + display_prov(int(self.bolt.d_0), "d_0"), '') + self.report_check.append(t8) + + t8 = (KEY_OUT_DISP_GRD_PROVIDED, '', + self.bolt.bolt_grade_provided, '') + self.report_check.append(t8) + + f_ub = round(self.bolt.bolt_fu, 2) + t8 = (KEY_DISP_DP_BOLT_FU, '', + display_prov(f_ub, "f_{u_{b}}"), '') + self.report_check.append(t8) + + # Bolt Areas + A_nb = self.bolt.bolt_net_area if hasattr(self.bolt, 'bolt_net_area') else 0 + A_sb = self.bolt.bolt_shank_area if hasattr(self.bolt, 'bolt_shank_area') else A_nb + + t8 = (KEY_DISP_BOLT_AREA, + '', + NoEscape(f'$A_{{n_b}} = {round(A_nb, 2)}$ mm$^2$'+'\\newline'+f'[Ref.~IS~1367-3~(2002)]'), + '') + self.report_check.append(t8) + + # Bolt Capacity Calculations + if self.bolt.bolt_type == TYP_BEARING: + # Shear Capacity + gamma_mb = 1.25 + n_s = 1 # Number of shear planes (single shear for end plate connection) + n_n = 1 # Planes with threads + + # Calculate nominal shear capacity + V_nsb = round((f_ub / math.sqrt(3)) * ((n_n * A_nb) + (n_s - n_n) * A_sb), 2) + V_dsb = round(V_nsb / gamma_mb, 2) + V_dsb_kn = round(V_dsb / 1000, 2) + + t1 = ('Bolt Shear Capacity', + '', + NoEscape(f'$V_{{nsb}} = \\dfrac{{f_{{ub}}}}{{\\sqrt{{3}}}}(n_n A_{{nb}} + n_s A_{{sb}})$' + '\\newline'+ + f'$= \\dfrac{{{f_ub}}}{{\\sqrt{{3}}}}({n_n} \\times {round(A_nb, 2)} + {n_s} - {n_n} \\times {round(A_sb, 2)})$'+ '\\newline'+ f'$= {V_nsb}$ N' + + '\\newline' + f'[Ref.~IS~800:2007,~Cl.~10.3.3]'), + '') + self.report_check.append(t1) + + # Bearing Capacity + if hasattr(self.bolt, 'bolt_bearing_capacity'): + bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) + + # Calculate k_b factor + d = self.bolt.bolt_diameter_provided + d_0 = self.bolt.d_0 + e_provided = self.plate.end_dist_provided if hasattr(self.plate, 'end_dist_provided') else 1.5 * d_0 + p_provided = self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else 3 * d_0 + + k_b_e = round(e_provided / (3 * d_0), 3) + k_b_p = round(p_provided / (3 * d_0) - 0.25, 3) + k_b_fu = round(self.bolt.bolt_fu / self.plate.fu, 3) if hasattr(self.plate, 'fu') else 1.0 + k_b = min(k_b_e, k_b_p, k_b_fu, 1.0) + + t2 = ('Bearing Factor', + '', + NoEscape(f'$k_b = \\min\\left(\\dfrac{{e}}{{3d_0}}, \\dfrac{{p}}{{3d_0}} - 0.25, \\dfrac{{f_{{ub}}}}{{f_u}}, 1.0\\right) = {round(k_b, 2)}$'), + '') + self.report_check.append(t2) + + t2 = ('Bolt Bearing Capacity', + '', + NoEscape(f'$V_{{dpb}} = \\dfrac{{2.5 k_b d t f_u}}{{\\gamma_{{mb}}}} = {bolt_bearing_capacity_kn}$ kN'+'\\newline'+ + f'[Ref.~IS~800:2007,~Cl.~10.3.4]'), + '') + self.report_check.append(t2) + + # Long Joint Reduction Factor + if hasattr(self.bolt, 'beta_lj') and self.bolt.beta_lj < 1.0: + beta_lj = round(self.bolt.beta_lj, 3) + l_j = (self.plate.bolts_one_line - 1) * self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else 0 + + t3 = ('Long Joint Reduction', + '', + NoEscape(f'$\\beta_{{lj}} = 1.075 - \\dfrac{{l_j}}{{200d}}$'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~10.3.3.1]'), + '') + self.report_check.append(t3) + + t3 = ('', + f'$l_j = {l_j}$ mm', + NoEscape(f'$\\beta_{{lj}} = 1.075 - \\dfrac{{{l_j}}}{{200 \\times {d}}} = {beta_lj}$'), + '') + self.report_check.append(t3) + + V_dsb_reduced = round(V_dsb * beta_lj / 1000, 2) + t4 = ('Reduced Shear Capacity', + '', + NoEscape(f'$V\'_{{dsb}} = \\beta_{{lj}} V_{{dsb}} = {beta_lj} \\times {V_dsb_kn} = {V_dsb_reduced}$ kN'), + '') + self.report_check.append(t4) + + # Large Grip Reduction Factor + if hasattr(self.bolt, 'beta_lg') and self.bolt.beta_lg < 1.0: + beta_lg = round(self.bolt.beta_lg, 3) + l_g = self.plate.thickness_provided + section_size.thickness if self.sec_profile in ["Angles", "Back to Back Angles", "Star Angles"] else self.plate.thickness_provided + section_size.web_thickness + + t3 = ('Large Grip Reduction', + '', + NoEscape(f'$\\beta_{{lg}} = \\dfrac{{8d}}{{3d + l_g}}$, $l_g = {round(l_g, 2)}$ mm'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~10.3.3.2]'), + '') + self.report_check.append(t3) + + t3 = ('', + '', + NoEscape(f'$\\beta_{{lg}} = \\dfrac{{8 \\times {d}}}{{3 \\times {d} + {round(l_g, 2)}}} = {beta_lg}$'), + '') + self.report_check.append(t3) + + # Final Bolt Capacity + bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) if self.bolt.bolt_capacity else 0.0 + bolt_shear_capacity_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) if hasattr(self.bolt, 'bolt_shear_capacity') else 0.0 + bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) if hasattr(self.bolt, 'bolt_bearing_capacity') else 999 + + t3 = ('Bolt Capacity', '', + NoEscape(f'$V_{{db}} = \\min(V_{{dsb}}, V_{{dpb}}) = \\min({bolt_shear_capacity_kn}, {bolt_bearing_capacity_kn}) = {bolt_capacity_kn}$ kN'), + '') + self.report_check.append(t3) + + elif self.bolt.bolt_type == TYP_FRICTION: + # Slip Resistance for HSFG bolts + mu_f = self.bolt.mu_f if hasattr(self.bolt, 'mu_f') else 0.55 + n_e = 1 # Number of friction interfaces + K_h = 1.0 # Hole factor (1.0 for standard holes) + f_0 = 0.7 * f_ub + F_0 = round(A_nb * f_0, 2) + + gamma_mf = 1.25 + V_nsf = round(mu_f * n_e * K_h * F_0, 2) + V_dsf = round(V_nsf / gamma_mf, 2) + V_dsf_kn = round(V_dsf / 1000, 2) + + t1 = ('Proof Load', + '', + NoEscape(f'$F_0 = 0.7 f_{{ub}} A_{{nb}} = 0.7 \\times {f_ub} \\times {round(A_nb, 2)} \\times 10^{{-3}} = {round(F_0/1000, 2)}$ kN'), + '') + self.report_check.append(t1) + + t1 = ('Slip Coefficient', '', f'$\\mu_f = {mu_f}$', '[Ref.~IS~800:2007,~Table~20]') + self.report_check.append(t1) + + t1 = ('Slip Resistance', + '[Ref.~IS~800:2007,~Cl.~10.4.3]', + NoEscape(f'$V_{{nsf}} = \\mu_f n_e K_h F_0 = {mu_f} \\times {n_e} \\times {K_h} \\times {round(F_0/1000, 2)} = {round(V_nsf/1000, 2)}$ kN'), + '') + self.report_check.append(t1) + + t1 = ('Design Slip Resistance', + '', + NoEscape(f'$V_{{dsf}} = \\dfrac{{V_{{nsf}}}}{{\\gamma_{{mf}}}} = \\dfrac{{{round(V_nsf/1000, 2)}}}{{{gamma_mf}}} = {V_dsf_kn}$ kN'), + '') + self.report_check.append(t1) + + bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) if self.bolt.bolt_capacity else V_dsf_kn + + # Number of Bolts Required + n_bolts = self.plate.bolts_required if hasattr(self.plate, 'bolts_required') else self.plate.bolts_one_line + n_bolts_calc = math.ceil(P_applied / bolt_capacity_kn) if bolt_capacity_kn > 0 else 2 + + t5 = ('Number of Bolts Required', '', + NoEscape(f'$n = \\left\\lceil \\dfrac{{P}}{{V_{{db}}}} \\right\\rceil = \\left\\lceil \\dfrac{{{P_applied}}}{{{bolt_capacity_kn}}} \\right\\rceil = {n_bolts}$'), + '') + self.report_check.append(t5) + + t6 = (DISP_NUM_OF_COLUMNS, '', + display_prov(self.plate.bolt_line if hasattr(self.plate, 'bolt_line') else 1, "n_c"), '') + self.report_check.append(t6) + + t7 = (DISP_NUM_OF_ROWS, '', + display_prov(self.plate.bolts_one_line if hasattr(self.plate, 'bolts_one_line') else 1, "n_r"), '') + self.report_check.append(t7) + + # ===================================================================== + # SECTION 6: DETAILING CHECKS + # ===================================================================== + t1 = ('SubSection', 'Detailing Checks', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + d = self.bolt.bolt_diameter_provided + d_0 = self.bolt.d_0 + t_plate = self.plate.thickness_provided + + # Pitch checks + p_provided = self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else 0 + p_min = round(2.5 * d, 2) + p_max = round(min(32 * t_plate, 300), 2) + + t1 = (DISP_MIN_PITCH, + cl_10_2_2_min_spacing(d), + f'{p_provided} mm', + get_pass_fail(p_min, p_provided, relation='leq')) + self.report_check.append(t1) + + t1 = (DISP_MAX_PITCH, + cl_10_2_3_1_max_spacing(connecting_plates), + f'{p_provided} mm', + get_pass_fail(p_max, p_provided, relation='geq')) + self.report_check.append(t1) + + # Gauge checks (if applicable) + if self.plate.bolt_line > 1: + g_provided = self.plate.gauge_provided if hasattr(self.plate, 'gauge_provided') else 0 + g_min = p_min + g_max = p_max + + t2 = (DISP_MIN_GAUGE, + cl_10_2_2_min_spacing(d), + f'{g_provided} mm', + get_pass_fail(g_min, g_provided, relation="leq")) + self.report_check.append(t2) + + t2 = (DISP_MAX_GAUGE, + cl_10_2_3_1_max_spacing(connecting_plates), + f'{g_provided} mm', + get_pass_fail(g_max, g_provided, relation="geq")) + self.report_check.append(t2) + + # Edge distance checks + e_provided = self.plate.edge_dist_provided if hasattr(self.plate, 'edge_dist_provided') else 0 + edge_type = self.bolt.edge_type if hasattr(self.bolt, 'edge_type') else 'machine_flame_cut' + e_min = round(1.5 * d_0, 2) if edge_type == 'machine_flame_cut' else round(1.7 * d_0, 2) + e_max = round(12 * t_plate * epsilon, 2) + + t3 = (DISP_MIN_EDGE, + cl_10_2_4_2_min_edge_end_dist(d_0, edge_type), + f'{e_provided} mm', + get_pass_fail(e_min, e_provided, relation='leq')) + self.report_check.append(t3) + + t3 = (DISP_MAX_EDGE, + NoEscape(f'$\\leq 12t\\varepsilon = {e_max}$ mm'), + f'{e_provided} mm', + get_pass_fail(e_max, e_provided, relation='geq')) + self.report_check.append(t3) + + # End distance checks + end_provided = self.plate.end_dist_provided if hasattr(self.plate, 'end_dist_provided') else 0 + end_min = e_min + end_max = e_max + + t3 = (DISP_MIN_END, + cl_10_2_4_2_min_edge_end_dist(d_0, edge_type), + f'{end_provided} mm', + get_pass_fail(end_min, end_provided, relation='leq')) + self.report_check.append(t3) + + t3 = (DISP_MAX_END, + NoEscape(f'$\\leq 12t\\varepsilon = {end_max}$ mm'), + f'{end_provided} mm', + get_pass_fail(end_max, end_provided, relation='geq')) + self.report_check.append(t3) + + # ========================================================================= + # SECTION 7: GUSSET PLATE DESIGN (Enhanced) + # ========================================================================= + if self.bolt_design_status == True: + t7 = ('SubSection', 'Design of Gusset Plate', + '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t7) + + # Plate Geometry + h_p = int(self.plate.height) if hasattr(self.plate, 'height') else 0 + l_p = int(self.plate.length) if hasattr(self.plate, 'length') else 0 + t_p = self.plate.thickness_provided + + t1 = ('Plate Thickness', '', + display_prov(t_p, "t_p"), '') + self.report_check.append(t1) + + t3 = ('Plate Height', '', + NoEscape(f'$h_p = {h_p}$ mm'), '') + self.report_check.append(t3) + + t4 = ('Plate Length', '', + NoEscape(f'$l_p = {l_p}$ mm'), '') + self.report_check.append(t4) + + # Check plate length vs member length + t4 = (KEY_OUT_DISP_MEMB_MIN_LENGTH, + NoEscape(r'$2l_p \leq L_{member}$'), + NoEscape(f'$2 \\times {l_p} = {2 * l_p} \\leq {self.length}$'), + get_pass_fail(2 * l_p, self.length, relation="leq")) + self.report_check.append(t4) + + # Material Properties + f_y_plate = round(self.plate.fy, 2) if hasattr(self.plate, 'fy') else 250 + f_u_plate = round(self.plate.fu, 2) if hasattr(self.plate, 'fu') else 410 + + t1 = ('Plate Material', '', + self.plate.material if hasattr(self.plate, 'material') else 'E250', + '') + self.report_check.append(t1) + + t1 = ('Plate Yield Strength', '', + NoEscape(f'$f_{{y,p}} = {f_y_plate}$ MPa'), '') + self.report_check.append(t1) + + t1 = ('Plate Ultimate Strength', '', + NoEscape(f'$f_{{u,p}} = {f_u_plate}$ MPa'), '') + self.report_check.append(t1) + + # Tension Yielding Capacity (Tdg) + A_g = h_p * t_p + T_dg = round((A_g * f_y_plate) / gamma_m0, 2) + T_dg_kN = round(T_dg / 1000, 2) + + t2 = ('Gross Area', '', + NoEscape(f'$A_g = h_p \\times t_p = {h_p} \\times {t_p} = {A_g}$ mm$^2$'), + '') + self.report_check.append(t2) + + t2 = ('Tension Yielding Capacity', + '', + NoEscape(f'$T_{{dg}} = \\dfrac{{A_g f_{{y,p}}}}{{\\gamma_{{m0}}}}$' + + f'$= \\dfrac{{{A_g} \\times {f_y_plate}}}{{{gamma_m0}}} \\times 10^{{-3}} = {T_dg_kN}$ kN'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~6.2]'), + '') + self.report_check.append(t2) + + # Tension Rupture Capacity (Tdn) + n_bolts_plate = self.plate.bolts_one_line + A_nc = A_g - n_bolts_plate * d_0 * t_p + T_dn = round((0.9 * A_nc * f_u_plate) / gamma_m1, 2) + T_dn_kN = round(T_dn / 1000, 2) + + t1 = ('Net Area', + '', + NoEscape(f'$A_{{nc}} = A_g - n \\times d_0 \\times t_p = {A_g} - {n_bolts_plate} \\times {d_0} \\times {t_p} = {round(A_nc, 2)}$ mm$^2$'), + '') + self.report_check.append(t1) + + t1 = ('Tension Rupture Capacity', + '', + NoEscape(f'$T_{{dn}} = \\dfrac{{0.9 A_{{nc}} f_{{u,p}}}}{{\\gamma_{{m1}}}}$'+ + f'$= \\dfrac{{0.9 \\times {round(A_nc, 2)} \\times {f_u_plate}}}{{{gamma_m1}}} \\times 10^{{-3}} = {T_dn_kN}$ kN'+'\\newline'+f'[Ref.~IS~800:2007,~Cl.~6.3]'), + '') + self.report_check.append(t1) + + # Block Shear Capacity (Tdb) + p = self.plate.pitch_provided if hasattr(self.plate, 'pitch_provided') else 0 + e = self.plate.end_dist_provided if hasattr(self.plate, 'end_dist_provided') else 0 + l_j = (n_bolts_plate - 1) * p + + A_vg = l_j * t_p + A_vn = (l_j - (n_bolts_plate - 0.5) * d_0) * t_p + A_tg = e * t_p + A_tn = (e - 0.5 * d_0) * t_p + + T_db1 = round((A_vg * f_y_plate / (math.sqrt(3) * gamma_m0)) + (0.9 * A_tn * f_u_plate / gamma_m1), 2) + T_db2 = round((0.9 * A_vn * f_u_plate / (math.sqrt(3) * gamma_m1)) + (A_tg * f_y_plate / gamma_m0), 2) + T_db = min(T_db1, T_db2) + T_db_kN = round(T_db / 1000, 2) + + t4 = ('Block Shear Areas', + '', + NoEscape(f'$A_{{vg}} = {round(A_vg, 2)}$ mm$^2$,'+'\\newline'+ f'$A_{{vn}} = {round(A_vn, 2)}$ mm$^2$'+ '\\newline'+ + f'$A_{{tg}} = {round(A_tg, 2)}$ mm$^2$,'+'\\newline'+ f'$A_{{tn}} = {round(A_tn, 2)}$ mm$^2$'), + '') + self.report_check.append(t4) + + + t4 = ('Block Shear Capacity', + '', + NoEscape(f'$T_{{db1}} = \\dfrac{{A_{{vg}} f_y}}{{\\sqrt{{3}}\\gamma_{{m0}}}} + \\dfrac{{0.9 A_{{tn}} f_u}}{{\\gamma_{{m1}}}} = {round(T_db1/1000, 2)}$ kN'+ '\\newline'+ + f'$T_{{db2}} = \\dfrac{{0.9 A_{{vn}} f_u}}{{\\sqrt{{3}}\\gamma_{{m1}}}} + \\dfrac{{A_{{tg}} f_y}}{{\\gamma_{{m0}}}} = {round(T_db2/1000, 2)}$ kN'+ '\\newline'+ + f'$T_{{db}} = \\min(T_{{db1}}, T_{{db2}}) = {T_db_kN}$ kN'+ '\\newline'+ f'[Ref.~IS~800:2007,~Cl.~6.4]'), + '') + self.report_check.append(t4) + + # Design Tension Capacity (Td) + T_d = min(T_dg, T_dn, T_db) + T_d_kN = round(T_d / 1000, 2) + + t1 = ('Design Tension Capacity', '', + NoEscape(f'$T_d = \\min(T_{{dg}}, T_{{dn}}, T_{{db}})$'+'\\newline'+f'$T_d = \\min({T_dg_kN}, {T_dn_kN}, {T_db_kN}) = {T_d_kN}$ kN'), + '') + self.report_check.append(t1) + + # Plate Capacity Check + t1 = ('Plate Capacity Check', + NoEscape(r'$P \leq T_d$'), + NoEscape(f'${P_applied} \\leq {T_d_kN}$'), + get_pass_fail(P_applied, T_d_kN, relation='leq')) + self.report_check.append(t1) + + # Intermittent Connection Section + if self.plate_design_status == True and self.sec_profile not in ["Angles", "Channels"] and hasattr(self, 'inter_length') and self.inter_length > 1000: + t7 = ('SubSection', 'Intermittent Connection', '|p{5cm}|p{4.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t7) + + t5 = (KEY_OUT_DISP_INTERCONNECTION, " ", self.inter_conn if hasattr(self, 'inter_conn') else 0, "") + self.report_check.append(t5) + + t5 = (KEY_OUT_DISP_INTERSPACING, 1000, round(self.inter_memb_length, 2) if hasattr(self, 'inter_memb_length') else 0, + get_pass_fail(1000, self.inter_memb_length if hasattr(self, 'inter_memb_length') else 0, relation="geq")) + self.report_check.append(t5) + + t6 = (KEY_OUT_DISP_D_PROVIDED, "", int(self.inter_dia) if hasattr(self, 'inter_dia') else 0, '') + self.report_check.append(t6) + + t8 = (KEY_OUT_DISP_GRD_PROVIDED, "", self.inter_grade if hasattr(self, 'inter_grade') else 0, '') + self.report_check.append(t8) + + t3 = (KEY_OUT_DISP_PLATE_MIN_HEIGHT, '', int(self.inter_plate_height) if hasattr(self, 'inter_plate_height') else 0, "") + self.report_check.append(t3) + + t4 = (KEY_OUT_DISP_PLATE_MIN_LENGTH, "", int(self.inter_plate_length) if hasattr(self, 'inter_plate_length') else 0, "") + self.report_check.append(t4) + + # Update overall design status + if self.bolt_design_status and self.plate_design_status: + self.design_status = True + + # Populate hover_dict for 3D model tooltips + self.hover_dict["Member"] = f"Member: {self.section_size_1.designation}" + self.hover_dict["Plate"] = f"Plate: {self.plate.length}x{self.plate.height}x{self.plate.thickness_provided}" + self.hover_dict["Bolt"] = f"Bolt: {self.bolt.bolt_diameter_provided}mm dia, Grade {self.bolt.bolt_grade}" + + # Generate LaTeX report + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") + rel_path = rel_path.replace("\\", "/") + + fname_no_ext = popup_summary['filename'] + + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + + def min_plate_height_calc(self): + pass + + def max_plate_height_calc(self): + pass + + diff --git a/osdag_core/design_type/compression_member/compression_column.py b/osdag_core/design_type/compression_member/compression_column.py new file mode 100644 index 000000000..be8644ac1 --- /dev/null +++ b/osdag_core/design_type/compression_member/compression_column.py @@ -0,0 +1,1539 @@ +""" +Main module: Design of Compression Member +Sub-module: Design of column (loaded axially) + +@author: Rutvik Joshi, N swaroop, Adnan Abdullah (Project interns, 2021) + Danish Ansari + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + +""" +import logging +import math +import numpy as np +from ...Common import * +from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from pylatex.utils import NoEscape +from ...custom_logger import CustomLogger + +class ColumnDesign(Member): + + def __init__(self): + # print(f"Here10") + self.hover_dict = {} + super(ColumnDesign, self).__init__() + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_TAB_1, self.tab_channel_section) + # tabs.append(t2) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_column_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + """ + + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + It returns list of tuple which contains, tab name, keys whose values will be changed, + function to change the values and arguments for the function. + + [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] + + Here Argument list should have only one element. + Changing of this element,(either changing index or text depending on widget type), + will update the list of keys (this can be more than one). + TODO: input widget type of keys (3rd element) is no longer required. needs to be removed + + """ + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + # t3 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE, KEY_SEC_MATERIAL,'Label_0'], + # [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14', + # 'Label_4', 'Label_5', + # 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', + # 'Label_19', 'Label_20', 'Label_21', + # 'Label_22', 'Label_23', 'Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_new_channel_section_properties) + # change_tab.append(t3) + + + # t4 = (DISP_TITLE_CHANNEL, ['Label_1', 'Label_2', 'Label_3', 'Label_13','Label_14'], + # ['Label_9', 'Label_10','Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17','Label_19', 'Label_20', 'Label_21', 'Label_22','Label_26','Label_27', KEY_IMAGE], TYPE_TEXTBOX, self.get_Channel_sec_properties) + + # change_tab.append(t4) + + # t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + # change_tab.append(t7) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + # t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, ['Label_8', KEY_SEC_MATERIAL]) + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL])#Need to check + design_input.append(t1) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + # design_input.append(t2) + + # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY, 'Label_21']) + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA]) #, KEY_STEEL_COST + design_input.append(t2) + + # t2 = ("Optimization", TYPE_COMBOBOX, [KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS1, KEY_ALLOW_CLASS2, KEY_ALLOW_CLASS3, KEY_ALLOW_CLASS4]) + # design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + This is declared in ui_template.py line 557 + + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets are design preference values to default. + If any design preference value needs to be set to input dock value, tuple shall be written as: + + (Key of input dock, [List of Keys from design prefernce], 'Input Dock') + + eg: input_dp_conn_list [('Material', ['Member.Material'], 'Input Dock'), (None, ['Optimum.AllowUR', 'Effective.Area_Para', 'Optimum.Para', 'Optimum.Class1', 'Optimum.Class2', 'Optimum.Class3', 'Optimum.Class4', 'Steel.Cost', 'Design.Design_Method'], '')] + + If the values needs to be set to default, + + (None, [List of Design Prefernce Keys], '') + + """ + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA, KEY_DP_DESIGN_METHOD], '') #KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS1, KEY_ALLOW_CLASS2, KEY_ALLOW_CLASS3, KEY_ALLOW_CLASS4, KEY_STEEL_COST, + + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + add_buttons = [] + + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + add_buttons.append(t2) + + # t2 = (DISP_TITLE_CHANNEL, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + # ['Channels', 'Back to Back Channels'], "Channels") + # add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_UR: '1.0', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_OPTIMIZATION_PARA: 'Utilization Ratio', + # KEY_STEEL_COST: '50', + # KEY_ALLOW_CLASS1: 'Yes', + # KEY_ALLOW_CLASS2: 'Yes', + # KEY_ALLOW_CLASS3: 'Yes', + # KEY_ALLOW_CLASS4: 'Yes', + KEY_DP_DESIGN_METHOD: "Limit State Design", + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_COMPRESSION_COLUMN + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_column_design_compress_member' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + """ + Function declared in ui_template.py line 566 + + Fuction to return a list of tuples to be displayed as the UI (Input Dock) + + eg:[(None, 'Section Property', 'Title', None, True, 'No Validator'), + ('Module', 'Pure Axial Column Design', 'Window Title', None, True, 'No Validator'), + ('Member.Profile', 'Section Profile*', 'ComboBox', ['Beams', 'Columns', 'RHS', 'SHS', 'CHS', 'Angles', 'Back to Back Angles', 'Channels', 'Back to Back Channels'], True, 'No Validator'), + ('Member.Designation', 'Section Size*', 'ComboBox_Customized', ['All', 'Customized'], True, 'No Validator'), + ('Material', 'Material', 'ComboBox', ['E 165 (Fe 290)', 'E 250 (Fe 410 W)A', 'E 250 (Fe 410 W)B', 'E 250 (Fe 410 W)C', 'E 300 (Fe 440)', 'E 350 (Fe 490)', 'E 410 (Fe 540)', 'E 450 (Fe 570)D', 'E 450 (Fe 590) E', 'Cus_400_500_600_1400', 'Custom'], True, 'No Validator'), + (None, 'Section Data', 'Title', None, True, 'No Validator'), + ('Actual.Length_zz', 'Actual Length (z-z), mm', 'TextBox', None, True, 'Int Validator'), + ('Actual.Length_yy', 'Actual Length (y-y), mm', 'TextBox', None, True, 'Int Validator'), + (None, 'End Condition', 'Title', None, True, 'No Validator'), + ('End_1', 'End 1', 'ComboBox', ['Fixed', 'Free', 'Hinged', 'Roller'], True, 'No Validator'), + ('End_2', 'End 2', 'ComboBox', ['Fixed', 'Free', 'Hinged', 'Roller'], True, 'No Validator'), + ('Image', None, 'Image_compression', str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")), True, 'No Validator'), + (None, 'Factored Loads', 'Title', None, True, 'No Validator'), + ('Load.Axial', 'Axial Force (kN)', 'TextBox', None, True, 'Int Validator')] + """ + + self.module = KEY_DISP_COMPRESSION_COLUMN + options_list = [] + + t1 = (None, KEY_SECTION_PROPERTY, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_COMPRESSION_COLUMN, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE, True, 'No Validator') + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t5 = (KEY_UNSUPPORTED_LEN_ZZ, KEY_DISP_UNSUPPORTED_LEN_ZZ, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t6 = (KEY_UNSUPPORTED_LEN_YY, KEY_DISP_UNSUPPORTED_LEN_YY, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t6) + + t9 = (None, KEY_DISP_END_CONDITION, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_END1, KEY_DISP_END1, TYPE_COMBOBOX, VALUES_END1, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_END2, KEY_DISP_END2, TYPE_COMBOBOX, VALUES_END2, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_IMAGE, "Image z-z", TYPE_IMAGE_COMPRESSION, str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")), True, 'No Validator') + options_list.append(t12) + + t13 = (None, KEY_DISP_END_CONDITION_2, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_END1_Y, KEY_DISP_END1_Y, TYPE_COMBOBOX, VALUES_END1_Y, True, 'No Validator') + options_list.append(t14) + + t15 = (KEY_END2_Y, KEY_DISP_END2_Y, TYPE_COMBOBOX, VALUES_END2_Y, True, 'No Validator') + options_list.append(t15) + + t16 = (KEY_IMAGE_Y, "Image y-y", TYPE_IMAGE_COMPRESSION, str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")), True, 'No Validator') + options_list.append(t16) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL_STAR, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t8) + + return options_list + + def fn_profile_section(self, args=None): + + profile = args[0] if args else self.design_values.get(KEY_SEC_PROFILE) + if profile == 'Beams and Columns': + res1 = connectdb("Beams", call_type="popup") + res2 = connectdb("Columns", call_type="popup") + return list(set(res1 + res2)) + elif profile == 'RHS and SHS': + res1 = connectdb("RHS", call_type="popup") + res2 = connectdb("SHS", call_type="popup") + return list(set(res1 + res2)) + elif profile == 'CHS': + return connectdb("CHS", call_type="popup") + elif profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + return connectdb('Angles', call_type= "popup") + elif profile in ['Channels', 'Back to Back Channels']: + return connectdb("Channels", call_type= "popup") + + def fn_end1_end2(self, arg): + + end1 = arg[0] + print("end1 is {}".format(end1)) + if end1 == 'Fixed': + return VALUES_END2 + elif end1 == 'Free': + return ['Fixed'] + elif end1 == 'Hinged': + return ['Fixed', 'Hinged', 'Roller'] + elif end1 == 'Roller': + return ['Fixed', 'Hinged'] + + def fn_end1_image(self, arg): + + if arg == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")) + elif arg == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF.PNG")) + elif arg == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF.PNG")) + elif arg == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR.PNG")) + + def fn_end2_image(self, arg): + + end1 = arg[0] + end2 = arg[1] + print("end 1 and end 2 are {}".format(end1, end2)) + + if end1 == 'Fixed': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("6.RRRR.PNG")) + elif end2 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF_rotated.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF_rotated.PNG")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR_rotated.PNG")) + elif end1 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("1.RRFF.PNG")) + elif end1 == 'Hinged': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("5.RRRF.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("3.RFRF.PNG")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("2.FRFR_rotated.PNG")) + elif end1 == 'Roller': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("4.RRFR.PNG")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("2.FRFR.PNG")) + + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + t2 = ([KEY_END1], KEY_END2, TYPE_COMBOBOX, self.fn_end1_end2) + lst.append(t2) + + t3 = ([KEY_END1, KEY_END2], KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) + lst.append(t3) + + t4 = ([KEY_END1_Y], KEY_END2_Y, TYPE_COMBOBOX, self.fn_end1_end2) + lst.append(t4) + + t5 = ([KEY_END1_Y, KEY_END2_Y], KEY_IMAGE_Y, TYPE_IMAGE, self.fn_end2_image) + lst.append(t5) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + # t4 = (KEY_END2, KEY_IMAGE, TYPE_IMAGE, self.fn_end2_image) + # lst.append(t4) + + return lst + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_OPTIMUM_SECTION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, self.result_UR if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + t2 = (KEY_EFF_SEC_AREA_ZZ, KEY_DISP_EFF_SEC_AREA_ZZ, TYPE_TEXTBOX, round(self.result_effective_area, 2) if flag else '', True) + out_list.append(t2) + + t1 = (None, DISP_TITLE_ZZ, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_EFF_LEN_ZZ, KEY_DISP_EFF_LEN_ZZ, TYPE_TEXTBOX, round(self.result_eff_len_zz * 1e-3, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS_ZZ, KEY_DISP_EULER_BUCKLING_STRESS_ZZ, TYPE_TEXTBOX, round(self.result_ebs_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE_ZZ, KEY_DISP_BUCKLING_CURVE_ZZ, TYPE_TEXTBOX, self.result_bc_zz if flag else '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR_ZZ, KEY_DISP_IMPERFECTION_FACTOR_ZZ, TYPE_TEXTBOX, round(self.result_IF_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_ZZ, KEY_DISP_SR_FACTOR_ZZ, TYPE_TEXTBOX, round(self.result_srf_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_ZZ, KEY_DISP_NON_DIM_ESR_ZZ, TYPE_TEXTBOX, round(self.result_nd_esr_zz, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_COMP_STRESS_ZZ, KEY_DISP_COMP_STRESS_ZZ, TYPE_TEXTBOX, round(self.result_fcd_1_zz, 2) if flag else '', True) + out_list.append(t2) + + # t2 = ( + # KEY_DESIGN_STRENGTH_ZZ, KEY_DISP_DESIGN_STRENGTH_ZZ, TYPE_TEXTBOX, round(self.pd_zz, 2) if flag else '', + # True) + # out_list.append(t2) + + t10 = (None, DISP_TITLE_YY, TYPE_TITLE, None, True) + out_list.append(t10) + + t2 = (KEY_EFF_LEN_YY, KEY_DISP_EFF_LEN_YY, TYPE_TEXTBOX, round(self.result_eff_len_yy * 1e-3, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS_YY, KEY_DISP_EULER_BUCKLING_STRESS_YY, TYPE_TEXTBOX, round(self.result_ebs_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE_YY, KEY_DISP_BUCKLING_CURVE_YY, TYPE_TEXTBOX, self.result_bc_yy if flag else '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR_YY, KEY_DISP_IMPERFECTION_FACTOR_YY, TYPE_TEXTBOX, round(self.result_IF_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_YY, KEY_DISP_SR_FACTOR_YY, TYPE_TEXTBOX, round(self.result_srf_yy, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_YY, KEY_DISP_NON_DIM_ESR_YY, TYPE_TEXTBOX, round(self.result_nd_esr_yy, 2) if flag else '', True) + out_list.append(t2) + + # t2 = (KEY_EFF_SEC_AREA_YY, KEY_DISP_EFF_SEC_AREA_YY, TYPE_TEXTBOX, round(self.effective_area, 2) if flag else '', True) + # out_list.append(t2) + + t2 = (KEY_COMP_STRESS_YY, KEY_DISP_COMP_STRESS_YY, TYPE_TEXTBOX, round(self.result_fcd_1_yy, 2) if flag else '', True) + out_list.append(t2) + + # t2 = ( + # KEY_COMP_STRESS_YY, KEY_DISP_COMP_STRESS_YY, TYPE_TEXTBOX, round(self.result_fcd_1_yy, 2) if flag else '', True) + # out_list.append(t2) + + # t2 = ( + # KEY_DESIGN_STRENGTH_YY, KEY_DISP_DESIGN_STRENGTH_YY, TYPE_TEXTBOX, round(self.pd_yy, 2) if flag else '', True) + # out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_MIN_DESIGN_COMP_STRESS, KEY_MIN_DESIGN_COMP_STRESS_VAL, TYPE_TEXTBOX, + round(min(self.result_fcd_1_yy, self.result_fcd_1_zz), 2) if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_MAT_STRESS, KEY_DISP_MAT_STRESS, TYPE_TEXTBOX, round(self.result_fcd_2, 2) if flag else '', True) + out_list.append(t1) + + t1 = (KEY_FCD, KEY_DISP_FCD, TYPE_TEXTBOX, round(self.result_fcd, 2) if flag else '', True) + out_list.append(t1) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_DESIGN_STRENGTH_COMPRESSION, TYPE_TEXTBOX, + round(self.result_capacity * 1e-3, 2) if flag else '', True) + out_list.append(t1) + + # Populate hover dict + self.hover_dict["Column"] = ( + f"Column
    " + f"{self.result_designation if flag else ''}" + ) + + return out_list + + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + option_list = self.input_values() + missing_fields_list = [] + # ---------- Allowable UR validation ---------- + if float(design_dictionary.get(KEY_ALLOW_UR, 1.0)) > 1.0: + all_errors.append( + "Utilisation ratio greater than 1.0 is an invalid input." + ) + design_dictionary[KEY_ALLOW_UR] = "1.0" + return all_errors + + + #print(f'func_for_validation option_list {option_list}') + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + print(option[1], option[2], option[0], design_dictionary[option[0]]) + elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_END1_Y, KEY_END2_Y]: + val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + # print(option[1], option[2], option[0], design_dictionary[option[0]]) + + if len(missing_fields_list) > 0: + print(design_dictionary) + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + # flag = False + else: + flag = True + + if flag: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(design_dictionary) + if self.design_status ==False and len(self.failed_design_dict)>0: + self.logger.error( + "Design Failed, Check Design Report" + ) + return # ['Design Failed, Check Design Report'] @TODO + elif self.design_status: + pass + else: + self.logger.error( + "Design Failed. Slender Sections Selected" + ) + return # ['Design Failed. Slender Sections Selected'] + else: + return all_errors + + def get_3d_components(self): + + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + # t3 = ('Column', self.call_3DColumn) + # components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]): # Beams and Columns + for section in self.sec_list: + if section in red_list: + self.logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + super(ColumnDesign, self).set_input_values(design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = 'Columns with known support conditions' + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # section user data + self.length_zz = float(design_dictionary[KEY_UNSUPPORTED_LEN_ZZ]) + self.length_yy = float(design_dictionary[KEY_UNSUPPORTED_LEN_YY]) + + # end condition + self.end_1_z = design_dictionary[KEY_END1] + self.end_2_z = design_dictionary[KEY_END2] + + self.end_1_y = design_dictionary[KEY_END1_Y] + self.end_2_y = design_dictionary[KEY_END2_Y] + + # factored loads + self.load = Load(axial_force=float(design_dictionary[KEY_AXIAL]), shear_force=0, moment=0, moment_minor=0, unit_kNm=True) + + # design preferences + self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + + #TODO: @danish this should be handeled dynamically at run-time + try: + self.optimization_parameter = design_dictionary[KEY_OPTIMIZATION_PARA] + except: + self.optimization_parameter = 'Utilization Ratio' + # self.allow_class1 = design_dictionary[KEY_ALLOW_CLASS1] + # self.allow_class2 = design_dictionary[KEY_ALLOW_CLASS2] + # self.allow_class3 = design_dictionary[KEY_ALLOW_CLASS3] + # self.allow_class4 = design_dictionary[KEY_ALLOW_CLASS4] + try: + self.steel_cost_per_kg = float(design_dictionary[KEY_STEEL_COST]) + except: + self.steel_cost_per_kg = 50 + + self.allowed_sections = ['Plastic', 'Compact', 'Semi-Compact', 'Slender'] + + #TODO: @danish check this part if it is needed here + # if self.allow_class1 == "Yes": + # self.allowed_sections.append('Plastic') + # if self.allow_class2 == "Yes": + # self.allowed_sections.append('Compact') + # if self.allow_class3 == "Yes": + # self.allowed_sections.append('Semi-Compact') + # if self.allow_class4 == "Yes": + # self.allowed_sections.append('Slender') + + print(self.allowed_sections) + + print("==================") + print(self.module) + print(self.sec_list) + print(self.sec_profile) + print(self.material) + print(self.length_yy) + print(self.length_zz) + print(self.load) + print(self.end_1_z, self.end_2_z) + print(self.end_1_y, self.end_2_y) + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + # print(f"Here[Column/set_input_values/self.gamma_m0{self.gamma_m0}]") + # material property + self.material_property = Material(material_grade=self.material, thickness=0) + + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.failed_design_dict = {} + flag = self.section_classification() + print(flag) + if flag: + self.design_column() + self.results() + print(f"Here[Column/set_input_values]") + + # Simulation starts here + def section_classification(self): + """ Classify the sections based on Table 2 of IS 800:2007 """ + self.input_section_list = [] + self.input_section_classification = {} + + for section in self.sec_list: + trial_section = section.strip("'") + + # fetching the section properties + # Each lookup is wrapped so that a single unrecognised designation + # (e.g. a WPB/NPB/UB that doesn't exist in the local Beam or Column + # table) is skipped gracefully instead of crashing the whole loop. + try: + if self.sec_profile == VALUES_SEC_PROFILE[0]: # Beams and columns + try: + result = Beam(designation=trial_section, material_grade=self.material) + except Exception: + result = Column(designation=trial_section, material_grade=self.material) + section_property = result + elif self.sec_profile == VALUES_SEC_PROFILE[1]: # RHS and SHS + try: + result = RHS(designation=trial_section, material_grade=self.material) + except Exception: + result = SHS(designation=trial_section, material_grade=self.material) + section_property = result + elif self.sec_profile == VALUES_SEC_PROFILE[2]: # CHS + section_property = CHS(designation=trial_section, material_grade=self.material) + else: + section_property = Column(designation=trial_section, material_grade=self.material) + except Exception as _sec_err: + # Section not found in database ā€” skip it silently. + print(f"[ColumnDesign] Skipping unrecognised section '{trial_section}': {_sec_err}") + continue + + # updating the material property based on thickness of the thickest element + self.material_property.connect_to_database_to_get_fy_fu(self.material, + max(section_property.flange_thickness, section_property.web_thickness)) + + # section classification + if (self.sec_profile == VALUES_SEC_PROFILE[0]): # Beams and Columns + + if section_property.type == 'Rolled': + self.flange_class = IS800_2007.Table2_i((section_property.flange_width / 2), section_property.flange_thickness, + self.material_property.fy, section_property.type)[0] + else: + self.flange_class = IS800_2007.Table2_i(((section_property.flange_width / 2) - (section_property.web_thickness / 2)), + section_property.flange_thickness, section_property.fy, + section_property.type)[0] + + self.web_class = IS800_2007.Table2_iii((section_property.depth - (2 * section_property.flange_thickness)), + section_property.web_thickness, self.material_property.fy, + classification_type='Axial compression') + web_ratio = (section_property.depth - 2 * ( + section_property.flange_thickness + section_property.root_radius)) / section_property.web_thickness + flange_ratio = section_property.flange_width / 2 / section_property.flange_thickness + + elif (self.sec_profile == VALUES_SEC_PROFILE[1]): # RHS and SHS + self.flange_class = IS800_2007.Table2_iii((section_property.depth - (2 * section_property.flange_thickness)), + section_property.flange_thickness, self.material_property.fy, + classification_type='Axial compression') + self.web_class = self.flange_class + web_ratio = (section_property.depth - 2 * ( + section_property.flange_thickness + section_property.root_radius)) / section_property.web_thickness + flange_ratio = section_property.flange_width / 2 / section_property.flange_thickness + + elif self.sec_profile == VALUES_SEC_PROFILE[2]: # CHS + self.flange_class = IS800_2007.Table2_x(section_property.out_diameter, section_property.flange_thickness, + self.material_property.fy, load_type='axial compression') + self.web_class = self.flange_class #Why? + web_ratio = (section_property.depth - 2 * ( + section_property.flange_thickness + section_property.root_radius)) / section_property.web_thickness + flange_ratio = section_property.flange_width / 2 / section_property.flange_thickness + # print(f"self.web_class{self.web_class}") + + if self.flange_class == 'Slender' or self.web_class == 'Slender': + section_class = 'Slender' + elif self.flange_class == 'Semi-Compact' or self.web_class == 'Semi-Compact': + section_class = 'Semi-Compact' + elif self.flange_class == 'Compact' or self.web_class == 'Compact': + section_class = 'Compact' + else: + section_class = 'Plastic' + + # 2.2 - Effective length + self.effective_length_zz = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members( + self.length_zz, + end_1=self.end_1_z, + end_2=self.end_2_z) + + # self.effective_length_yy = temp_yy * IS800_2007.cl_7_2_4_effective_length_of_truss_compression_members( + # self.length_yy, + # self.sec_profile) / self.length_yy # mm + # print(f"self.effective_length {self.effective_length_yy} ") + + self.effective_length_yy = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members( + self.length_yy, + end_1=self.end_1_y, + end_2=self.end_2_y) + + # self.effective_length_zz = temp_yy * IS800_2007.cl_7_2_4_effective_length_of_truss_compression_members( + # self.length_yy, + # self.sec_profile) / self.length_yy # mm + # print(f"self.effective_length {self.effective_length_zz} ") + + # print("+++++++++++++++++++++++++++++++++++++++++++++++") + # print(self.end_1_z) + # print(self.end_2_z) + # print(self.end_1_y) + # print(self.end_2_y) + # + # print(f"factor y-y {self.effective_length_yy/self.length_yy}") + # print(f"factor z-z {self.effective_length_yy / self.length_yy}") + # print("+++++++++++++++++++++++++++++++++++++++++++++++") + + # 2.3 - Effective slenderness ratio + self.effective_sr_zz = self.effective_length_zz / section_property.rad_of_gy_z + self.effective_sr_yy = self.effective_length_yy / section_property.rad_of_gy_y + + limit = IS800_2007.cl_3_8_max_slenderness_ratio(1) + if self.effective_sr_zz > limit and self.effective_sr_yy > limit: + self.logger.warning("Length provided is beyond the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + self.logger.error("Cannot compute. Given Length does not pass.") + continue + #else: + # self.logger.info("Length provided is within the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + + # if len(self.allowed_sections) == 0: + # self.logger.warning("Select at-least one type of section in the design preferences tab.") + # self.logger.error("Cannot compute. Selected section classification type is Null.") + # self.design_status = False + # self.design_status_list.append(self.design_status) + + #TODO: @danish check this part + if section_class in self.allowed_sections: + self.input_section_list.append(trial_section) + self.input_section_classification.update({trial_section: [section_class, self.flange_class, self.web_class, flange_ratio, web_ratio]}) + + return (len(self.input_section_list) > 0) + + def design_column(self): + """ Perform design of column """ + # checking DP inputs + if (self.allowable_utilization_ratio <= 0.10) or (self.allowable_utilization_ratio > 1.0): + self.logger.warning("The defined value of Utilization Ratio in the design preferences tab is out of the suggested range.") + self.logger.info("Provide an appropriate input and re-design.") + self.logger.info("Assuming a default value of 1.0.") + self.allowable_utilization_ratio = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + self.logger.warning("The defined value of Effective Area Factor in the design preferences tab is out of the suggested range.") + self.logger.info("Provide an appropriate input and re-design.") + self.logger.info("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + # if (self.steel_cost_per_kg == 0.10) or (self.effective_area_factor > 1.0): + # self.logger.warning("The defined value of the cost of steel (in INR) in the design preferences tab is out of the suggested range.") + # self.logger.info("Provide an appropriate input and re-design.") + # self.logger.info("Assuming a default rate of 50 (INR/kg).") + # self.steel_cost_per_kg = 50 + # self.design_status = False + # self.design_status_list.append(self.design_status) + self.epsilon = math.sqrt(250 / self.material_property.fy) + #if len(self.input_section_list) > 0: + + # initializing lists to store the optimum results based on optimum UR and cost + + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + self.flag = self.section_classification() + + print('self.flag:',self.flag) + + #print('self.input_section_list:',self.input_section_list) + if self.flag: + for section in self.input_section_list: # iterating the design over each section to find the most optimum section + + # fetching the section properties of the selected section + if self.sec_profile == VALUES_SEC_PROFILE[0]: # Beams and columns + try: + result = Beam(designation=section, material_grade=self.material) + except: + result = Column(designation=section, material_grade=self.material) + section_property = result + elif self.sec_profile == VALUES_SEC_PROFILE[1]: # RHS and SHS + try: + result = RHS(designation=section, material_grade=self.material) + except: + result = SHS(designation=section, material_grade=self.material) + section_property = result + + elif self.sec_profile == VALUES_SEC_PROFILE[2]: # CHS + section_property = CHS(designation=section, material_grade=self.material) + else: #Why? + section_property = Column(designation=section, material_grade=self.material) + + self.material_property.connect_to_database_to_get_fy_fu(self.material, max(section_property.flange_thickness, + section_property.web_thickness)) + self.epsilon = math.sqrt(250 / self.material_property.fy) + + # initialize lists for updating the results dictionary + self.list_zz = [] + self.list_yy = [] + + self.list_zz.append(section) + self.list_yy.append(section) + + # Step 1 - computing the effective sectional area + self.section_class = self.input_section_classification[section][0] + + if self.section_class == 'Slender': + if (self.sec_profile == VALUES_SEC_PROFILE[0]): # Beams and Columns + self.effective_area = (2 * ((31.4 * self.epsilon * section_property.flange_thickness) * + section_property.flange_thickness)) + \ + (2 * ((21 * self.epsilon * section_property.web_thickness) * section_property.web_thickness)) + elif (self.sec_profile == VALUES_SEC_PROFILE[1]): + self.effective_area = (2 * 21 * self.epsilon * section_property.flange_thickness) * 2 + else: + self.effective_area = section_property.area # mm2 + # print(f"self.effective_area{self.effective_area}") + + if self.effective_area_factor < 1.0: + self.effective_area = round(self.effective_area * self.effective_area_factor, 2) + + self.list_zz.append(self.section_class) + self.list_yy.append(self.section_class) + + self.list_zz.append(self.effective_area) + self.list_yy.append(self.effective_area) + + # Step 2 - computing the design compressive stress + + # 2.1 - Buckling curve classification and Imperfection factor + if (self.sec_profile == VALUES_SEC_PROFILE[0]): # Beams and Columns + + if section_property.type == 'Rolled': + self.buckling_class_zz = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(section_property.flange_width, + section_property.depth, + section_property.flange_thickness, + cross_section='Rolled I-sections', + section_type='Hot rolled')['z-z'] + self.buckling_class_yy = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(section_property.flange_width, + section_property.depth, + section_property.flange_thickness, + cross_section='Rolled I-sections', + section_type='Hot rolled')['y-y'] + else: + self.buckling_class_zz = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(section_property.flange_width, + section_property.depth, + section_property.flange_thickness, + cross_section='Welded I-section', + section_type='Hot rolled')['z-z'] + self.buckling_class_yy = IS800_2007.cl_7_1_2_2_buckling_class_of_crosssections(section_property.flange_width, + section_property.depth, + section_property.flange_thickness, + cross_section='Welded I-section', + section_type='Hot rolled')['y-y'] + else: + self.buckling_class_zz = 'a' + self.buckling_class_yy = 'a' + + self.imperfection_factor_zz = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class=self.buckling_class_zz) + self.imperfection_factor_yy = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class=self.buckling_class_yy) + + self.list_zz.append(self.buckling_class_zz) + self.list_yy.append(self.buckling_class_yy) + + self.list_zz.append(self.imperfection_factor_zz) + self.list_yy.append(self.imperfection_factor_yy) + + # 2.2 - Effective length + self.effective_length_zz = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members(self.length_zz , + end_1=self.end_1_z, + end_2=self.end_2_z) # mm + self.effective_length_yy = IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members(self.length_yy , + end_1=self.end_1_y, + end_2=self.end_2_y) # mm + + self.list_zz.append(self.effective_length_zz) + self.list_yy.append(self.effective_length_yy) + + # 2.3 - Effective slenderness ratio + self.effective_sr_zz = self.effective_length_zz / section_property.rad_of_gy_z + self.effective_sr_yy = self.effective_length_yy / section_property.rad_of_gy_y + + self.list_zz.append(self.effective_sr_zz) + self.list_yy.append(self.effective_sr_yy) + + # 2.4 - Euler buckling stress + self.euler_bs_zz = (math.pi ** 2 * section_property.modulus_of_elasticity) / self.effective_sr_zz ** 2 + self.euler_bs_yy = (math.pi ** 2 * section_property.modulus_of_elasticity) / self.effective_sr_yy ** 2 + + self.list_zz.append(self.euler_bs_zz) + self.list_yy.append(self.euler_bs_yy) + + # 2.5 - Non-dimensional effective slenderness ratio + self.non_dim_eff_sr_zz = math.sqrt(self.material_property.fy / self.euler_bs_zz) + self.non_dim_eff_sr_yy = math.sqrt(self.material_property.fy / self.euler_bs_yy) + # print(f"self.non_dim_eff_sr_zz{self.non_dim_eff_sr_yy},self.phi_yy{self.non_dim_eff_sr_yy}/n") + + self.list_zz.append(self.non_dim_eff_sr_zz) + self.list_yy.append(self.non_dim_eff_sr_yy) + + # 2.5 - phi + self.phi_zz = 0.5 * (1 + (self.imperfection_factor_zz * (self.non_dim_eff_sr_zz - 0.2)) + self.non_dim_eff_sr_zz ** 2) + self.phi_yy = 0.5 * (1 + (self.imperfection_factor_yy * (self.non_dim_eff_sr_yy - 0.2)) + self.non_dim_eff_sr_yy ** 2) + # print(f"self.phi_zz{self.phi_zz},self.phi_yy{self.phi_yy}, self.imperfection_factor_zz{self.imperfection_factor_zz}") + + self.list_zz.append(self.phi_zz) + self.list_yy.append(self.phi_yy) + + # 2.6 - Design compressive stress + self.stress_reduction_factor_zz = 1 / (self.phi_zz + (self.phi_zz ** 2 - self.non_dim_eff_sr_zz ** 2) ** 0.5) + self.stress_reduction_factor_yy = 1 / (self.phi_yy + (self.phi_yy ** 2 - self.non_dim_eff_sr_yy ** 2) ** 0.5) + + self.list_zz.append(self.stress_reduction_factor_zz) + self.list_yy.append(self.stress_reduction_factor_yy) + + self.f_cd_1_zz = (self.stress_reduction_factor_zz * self.material_property.fy) / self.gamma_m0 + self.f_cd_1_yy = (self.stress_reduction_factor_yy * self.material_property.fy) / self.gamma_m0 + self.f_cd_2 = self.material_property.fy / self.gamma_m0 + + self.f_cd_zz = min(self.f_cd_1_zz, self.f_cd_2) + self.f_cd_yy = min(self.f_cd_1_yy, self.f_cd_2) + + self.f_cd = min(self.f_cd_zz, self.f_cd_yy) + + self.list_zz.append(self.f_cd_1_zz) + self.list_yy.append(self.f_cd_1_yy) + + self.list_zz.append(self.f_cd_2) + self.list_yy.append(self.f_cd_2) + + self.list_zz.append(self.f_cd_zz) + self.list_yy.append(self.f_cd_yy) + + self.list_zz.append(self.f_cd) + self.list_yy.append(self.f_cd) + + # 2.7 - Capacity of the section + + self.section_capacity = self.f_cd * self.effective_area # N + + self.list_zz.append(self.section_capacity) + self.list_yy.append(self.section_capacity) + + # 2.8 - UR + self.ur = round(self.load.axial_force / self.section_capacity, 3) + + self.list_zz.append(self.ur) + self.list_yy.append(self.ur) + self.optimum_section_ur.append(self.ur) + + # 2.9 - Cost of the section in INR + self.cost = (section_property.unit_mass * section_property.area * 1e-4) * min(self.length_zz, self.length_yy) * \ + self.steel_cost_per_kg + + self.list_zz.append(self.cost) + self.list_yy.append(self.cost) + self.optimum_section_cost.append(self.cost) + # print(f"list_zz{list_zz},list_yy{list_yy} ") + + # Step 3 - Storing the optimum results to a list in descending order + + list_1 = ['Designation', 'Section class', 'Effective area', 'Buckling_curve_zz', 'IF_zz', 'Effective_length_zz', 'Effective_SR_zz', + 'EBS_zz', 'ND_ESR_zz', 'phi_zz', 'SRF_zz', 'FCD_1_zz', 'FCD_2', 'FCD_zz', 'FCD', 'Capacity', 'UR', 'Cost', 'Designation', + 'Section class', 'Effective area', 'Buckling_curve_yy', 'IF_yy', 'Effective_length_yy', 'Effective_SR_yy', 'EBS_yy', + 'ND_ESR_yy', 'phi_yy', 'SRF_yy', 'FCD_1_yy', 'FCD_2', 'FCD_yy', 'FCD', 'Capacity', 'UR', 'Cost'] + + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + + list_2 = self.list_zz + self.list_yy + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = self.list_zz + self.list_yy #Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + #else: + # self.logger.warning("The section(s) defined for performing the column design is/are not selected based on the selected Inputs and/or " + # "Design Preferences") + # self.logger.error("Cannot compute!") + # self.logger.info("Change the inputs provided and re-design.") + # self.design_status = False + # self.design_status_list.append(self.design_status) + # print(f"design_status_list{self.design_status_list}") + + def results(self): + """ """ + _ = [i for i in self.optimum_section_ur if i > 1.0] + print( '_ ',_) + if len(_)==1: + temp = _[0] + elif len(_)==0: + temp = None + else: + temp = sorted(_)[0] + self.failed_design_dict = self.optimum_section_ur_results[temp] if temp is not None else None + print('self.failed_design_dict ',self.failed_design_dict) + + # results based on UR + if self.optimization_parameter == 'Utilization Ratio': + filter_UR = filter(lambda x: x <= min(self.allowable_utilization_ratio, 1.0), self.optimum_section_ur) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + print(f"self.optimum_section_ur{self.optimum_section_ur} \n self.optimum_section_ur_results{self.optimum_section_ur_results}") + + # print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + self.logger.warning("The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + self.logger.error("The solver did not find any adequate section from the defined list.") + self.logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + if len(self.failed_design_dict)>0: + self.logger.info( + "The details for the best section provided is being shown" + ) + self.result_UR = self.failed_design_dict['UR'] #temp + self.common_result( + list_result=self.failed_design_dict, + result_type=None, + ) + self.logger.warning( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + return + #self.design_status_list.append(self.design_status) + + else: + self.failed_design_dict = None + self.result_UR = self.optimum_section_ur[-1] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + self.common_result( + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + self.design_status = True + + for status in self.design_status_list: + if status is False: + self.design_status = False + break + else: + self.design_status = True + + if self.design_status: + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall Column design is SAFE") + self.logger.info(": ========== End Of Design ============") + else: + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall Column design is UNSAFE") + self.logger.info(": ========== End Of Design ============") + + ### start writing save_design from here! + """def save_design(self, popup_summary): + + if self.connectivity == 'Hollow/Tubular Column Base': + if self.dp_column_designation[1:4] == 'SHS': + select_section_img = 'SHS' + elif self.dp_column_designation[1:4] == 'RHS': + select_section_img = 'RHS' + else: + select_section_img = 'CHS' + else: + if self.column_properties.flange_slope != 90: + select_section_img = "Slope_Beam" + else: + select_section_img = "Parallel_Beam" """ + + def common_result(self, list_result, result_type): + + if result_type is None: + return + + self.result_designation = list_result[result_type]['Designation'] + self.section_class = self.input_section_classification[self.result_designation][0] + + if self.section_class == 'Slender': + self.logger.warning("The trial section ({}) is Slender. Computing the Effective Sectional Area as per Sec. 9.7.2, " + "Fig. 2 (B & C) of The National Building Code of India (NBC), 2016.".format(self.result_designation)) + if self.effective_area_factor < 1.0: + self.effective_area = round(self.effective_area * self.effective_area_factor, 2) + + self.logger.warning("Reducing the effective sectional area as per the definition in the Design Preferences tab.") + self.logger.info("The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]". + format(round((self.effective_area / self.effective_area_factor), 2), self.effective_area)) + else: + if self.section_class != 'Slender': + self.logger.info("The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007].") + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + )) + + self.result_section_class = list_result[result_type]['Section class'] + self.result_effective_area = list_result[result_type]['Effective area'] + + self.result_bc_zz = list_result[result_type]['Buckling_curve_zz'] + self.result_bc_yy = list_result[result_type]['Buckling_curve_yy'] + + self.result_IF_zz = list_result[result_type]['IF_zz'] + self.result_IF_yy = list_result[result_type]['IF_yy'] + + self.result_eff_len_zz = list_result[result_type]['Effective_length_zz'] + self.result_eff_len_yy = list_result[result_type]['Effective_length_yy'] + + self.result_eff_sr_zz = list_result[result_type]['Effective_SR_zz'] + self.result_eff_sr_yy = list_result[result_type]['Effective_SR_yy'] + + self.result_ebs_zz = list_result[result_type]['EBS_zz'] + self.result_ebs_yy = list_result[result_type]['EBS_yy'] + + self.result_nd_esr_zz = list_result[result_type]['ND_ESR_zz'] + self.result_nd_esr_yy = list_result[result_type]['ND_ESR_yy'] + + self.result_phi_zz = list_result[result_type]['phi_zz'] + self.result_phi_yy = list_result[result_type]['phi_yy'] + + self.result_srf_zz = list_result[result_type]['SRF_zz'] + self.result_srf_yy = list_result[result_type]['SRF_yy'] + + self.result_fcd_1_zz = list_result[result_type]['FCD_1_zz'] + self.result_fcd_1_yy = list_result[result_type]['FCD_1_yy'] + self.result_fcd_2 = list_result[result_type]['FCD_2'] + self.result_fcd_zz = list_result[result_type]['FCD_zz'] + self.result_fcd_yy = list_result[result_type]['FCD_yy'] + self.result_fcd = list_result[result_type]['FCD'] + + self.result_capacity = list_result[result_type]['Capacity'] + self.result_cost = list_result[result_type]['Cost'] + + + def save_design(self, popup_summary): + + if (self.design_status and self.failed_design_dict is None) or (not self.design_status and len(self.failed_design_dict)>0): + if self.sec_profile=='Columns' or self.sec_profile=='Beams' or self.sec_profile == VALUES_SEC_PROFILE[0]: + try: + result = Beam(designation=self.result_designation, material_grade=self.material) + except: + result = Column(designation=self.result_designation, material_grade=self.material) + section_property = result + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_SECSIZE: (section_property.designation, self.sec_profile), + KEY_DISP_COLSEC_REPORT: section_property.designation, + KEY_DISP_MATERIAL: section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: section_property., + KEY_REPORT_MASS: section_property.mass, + KEY_REPORT_AREA: round(section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: section_property.depth, + KEY_REPORT_WIDTH: section_property.flange_width, + KEY_REPORT_WEB_THK: section_property.web_thickness, + KEY_REPORT_FLANGE_THK: section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: section_property.flange_slope, + KEY_REPORT_R1: section_property.root_radius, + KEY_REPORT_R2: section_property.toe_radius, + KEY_REPORT_IZ: round(section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(section_property.plast_sec_mod_y * 1e-3, 2)} + else: + #Update for section profiles RHS and SHS, CHS by making suitable elif condition. + self.report_column = {KEY_DISP_COLSEC_REPORT: section_property.designation, + KEY_DISP_MATERIAL: section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: section_property., + KEY_REPORT_MASS: section_property.mass, + KEY_REPORT_AREA: round(section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: section_property.depth, + KEY_REPORT_WIDTH: section_property.flange_width, + KEY_REPORT_WEB_THK: section_property.web_thickness, + KEY_REPORT_FLANGE_THK: section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: section_property.flange_slope} + + + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_AXIAL: self.load.axial_force * 10 ** -3, + KEY_DISP_ACTUAL_LEN_ZZ: self.length_zz, + KEY_DISP_ACTUAL_LEN_YY: self.length_yy, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: self.result_section_class, + KEY_DISP_END1: self.end_1_z, + KEY_DISP_END2: self.end_2_z, + KEY_DISP_END1_Y: self.end_1_y, + KEY_DISP_END2_Y: self.end_2_y, + "Column Section - Mechanical Properties": "TITLE", + KEY_MATERIAL: self.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, #To Check + KEY_DISP_SECSIZE: str(self.sec_list), + "Selected Section Details": self.report_column, + } + + self.report_check = [] + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + self.h = (section_property.depth - 2 * (section_property.flange_thickness + section_property.root_radius)) + self.h_bf_ratio = self.h / section_property.flange_width + + + # 2.2 CHECK: Buckling Class - Compatibility Check + t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + self.report_check.append(t1) + + # YY axis row + t1 = ( + "h/bf and tf for YY Axis", + comp_column_class_section_check_required(self.h, section_property.flange_width, section_property.flange_thickness, "YY"), + comp_column_class_section_check_provided(self.h, section_property.flange_width, section_property.flange_thickness, round(self.h_bf_ratio, 2), "YY"), 'Compatible' + ) + self.report_check.append(t1) + + # ZZ axis row + t1 = ( + "h/bf and tf for ZZ Axis", + comp_column_class_section_check_required(self.h, section_property.flange_width, section_property.flange_thickness, "ZZ"), + comp_column_class_section_check_provided(self.h, section_property.flange_width, section_property.flange_thickness, round(self.h_bf_ratio, 2), "ZZ"), 'Compatible' + ) + self.report_check.append(t1) + + t1 = ('SubSection', 'Section Classification', '|p{3cm}|p{3.5cm}|p{8.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Web Class', 'Axial Compression', + cl_3_7_2_section_classification_web(round(self.h, 2), round(section_property.web_thickness, 2), round(self.input_section_classification[self.result_designation][4], 2), + self.epsilon, section_property.type, + self.input_section_classification[self.result_designation][2]), + ' ') + self.report_check.append(t1) + t1 = ('Flange Class', section_property.type, + cl_3_7_2_section_classification_flange(round(section_property.flange_width/2, 2), + round(section_property.flange_thickness, 2), + round(self.input_section_classification[self.result_designation][3], 2), + self.epsilon, + self.input_section_classification[self.result_designation][1]), + ' ') + self.report_check.append(t1) + t1 = ('Section Class', ' ', + cl_3_7_2_section_classification( + self.input_section_classification[self.result_designation][0]), + ' ') + self.report_check.append(t1) + + + t1 = ('NewTable', 'Imperfection Factor', '|p{3cm}|p{5 cm}|p{5cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = ( + 'YY', + self.list_yy[3].upper(), + self.list_yy[4], '' + ) + self.report_check.append(t1) + + t1 = ( + 'ZZ', + self.list_zz[3].upper(), + self.list_zz[4], '' + ) + self.report_check.append(t1) + + + K_yy = self.result_eff_len_yy / self.length_yy + K_zz= self.result_eff_len_zz / self.length_zz + t1 = ('SubSection', 'Slenderness Ratio', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = ("Effective Slenderness Ratio (For YY Axis)", ' ', + cl_7_1_2_effective_slenderness_ratio(K_yy,self.length_yy, section_property.rad_of_gy_y, round(self.result_eff_sr_yy, 2)), + ' ') + self.report_check.append(t1) + t1 = ("Effective Slenderness Ratio (For ZZ Axis)", ' ', + cl_7_1_2_effective_slenderness_ratio(K_zz,self.length_zz, section_property.rad_of_gy_z, round(self.result_eff_sr_zz, 2)), + ' ') + self.report_check.append(t1) + + + + t1 = ('SubSection', 'Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = (r'$\phi_{yy}$', ' ', + cl_8_7_1_5_phi(self.result_IF_yy, round(self.non_dim_eff_sr_yy, 2), round(self.result_phi_yy, 2)), + ' ') + self.report_check.append(t1) + + t1 = (r'$\phi_{zz}$', ' ', + cl_8_7_1_5_phi(self.result_IF_zz, round(self.non_dim_eff_sr_zz, 2), round(self.result_phi_zz, 2)), + ' ') + self.report_check.append(t1) + + t1 = (r'$F_{cd,yy} \, \left( \frac{N}{\text{mm}^2} \right)$', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy, self.gamma_m0, round(self.non_dim_eff_sr_yy, 2), round(self.result_phi_yy, 2), round(self.result_fcd_2, 2), round(self.result_fcd_yy, 2)), + ' ') + self.report_check.append(t1) + + t1 = (r'$F_{cd,zz} \, \left( \frac{N}{\text{mm}^2} \right)$', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy, self.gamma_m0, round(self.non_dim_eff_sr_zz, 2), round(self.result_phi_zz, 2), round(self.result_fcd_2, 2), round(self.result_fcd_zz, 2)), + ' ') + self.report_check.append(t1) + + t1 = (r'Design Compressive Strength (\( P_d \)) (For the most critical value of \( F_{cd} \))', self.load.axial_force * 10 ** -3, + cl_7_1_2_design_compressive_strength(round(self.result_capacity / 1000, 2), section_property.area, round(self.result_fcd, 2),self.load.axial_force * 10 ** -3), + get_pass_fail(self.load.axial_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + self.report_check.append(t1) + + else: + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_AXIAL: self.load.axial_force * 10 ** -3, + KEY_DISP_ACTUAL_LEN_ZZ: self.length_zz, + KEY_DISP_ACTUAL_LEN_YY: self.length_yy, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + #KEY_DISP_SECSIZE: self.result_section_class, + KEY_DISP_END1: self.end_1_z, + KEY_DISP_END2: self.end_2_z, + KEY_DISP_END1_Y: self.end_1_y, + KEY_DISP_END2_Y: self.end_2_y, + "Column Section - Mechanical Properties": "TITLE", + KEY_MATERIAL: self.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, #To Check + + # "Failed Section Details": self.report_column, + } + self.report_check = [] + + t1 = ('Selected', 'All Members Failed', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) diff --git a/osdag_core/design_type/compression_member/compression_welded.py b/osdag_core/design_type/compression_member/compression_welded.py new file mode 100644 index 000000000..b5b1612be --- /dev/null +++ b/osdag_core/design_type/compression_member/compression_welded.py @@ -0,0 +1,3269 @@ +# noinspection PyInterpreter +from ..member import Member +from ...Common import * +from ...utils.common.component import ISection, Material +from ...utils.common.common_calculation import * +from ...utils.common.load import Load +from ..tension_member import * +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties +import math +import numpy as np +from ...utils.common import is800_2007 +from ...utils.common.component import * + +import logging +from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...custom_logger import CustomLogger +from pylatex.utils import NoEscape + +class Compression_welded(Member): + + def __init__(self): + # print(f"Here Compression") + super(Compression_welded, self).__init__() + self.design_status = False + self.hover_dict = {} + # To avoid duplicate "Length provided is within the limit allowed" logs + self._logged_length_check = False + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layoutGusset Plate Details + + """ + tabs = [] + + t1 = (DISP_TITLE_ANGLE, TYPE_TAB_1, self.tab_strut_angle_section) + tabs.append(t1) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_TAB_1, self.tab_strut_channel_section) + # tabs.append(t2) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_strut_design) + tabs.append(t2) + + # t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values)#plate_connector_values + # tabs.append(t6) + + t3 = ("Weld", TYPE_TAB_2, self.weld_values) + tabs.append(t3) + + # t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + # tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + """ + + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + It returns list of tuple which contains, tab name, keys whose values will be changed, + function to change the values and arguments for the function. + + [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] + + Here Argument list should have only one element. + Changing of this element,(either changing index or text depending on widget type), + will update the list of keys (this can be more than one). + TODO: input widget type of keys (3rd element) is no longer required. needs to be removed + + """ + change_tab = [] + + t1 = (DISP_TITLE_ANGLE, [KEY_SECSIZE, KEY_SEC_MATERIAL,'Label_0'], + [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', + 'Label_7', 'Label_8', 'Label_9', + 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', + 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24', KEY_IMAGE], TYPE_TEXTBOX, + self.get_strut_angle_section_properties) + change_tab.append(t1) + + t2 = (DISP_TITLE_ANGLE, ['Label_1', 'Label_2', 'Label_3','Label_0'], + ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', + 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', + KEY_IMAGE], + TYPE_TEXTBOX, self.get_Strut_Angle_sec_properties) + change_tab.append(t2) + + # t3 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE, KEY_SEC_MATERIAL, 'Label_0'], + # [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14', + # 'Label_4', 'Label_5', + # 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', + # 'Label_19', 'Label_20', 'Label_21', + # 'Label_22', 'Label_23', 'Label_26', 'Label_27', KEY_IMAGE], TYPE_TEXTBOX, + # self.get_new_channel_section_properties) + # change_tab.append(t3) + # + # t4 = (DISP_TITLE_CHANNEL, ['Label_1', 'Label_2', 'Label_3', 'Label_13', 'Label_14'], + # ['Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_15', 'Label_16', 'Label_17', 'Label_19', + # 'Label_20', 'Label_21', 'Label_22', 'Label_26', 'Label_27', KEY_IMAGE], TYPE_TEXTBOX, + # self.get_Channel_sec_properties) + # + # change_tab.append(t4) + + # t5 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + # KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + # + # change_tab.append(t5) + + t6 = (DISP_TITLE_ANGLE, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + # t7 = (DISP_TITLE_CHANNEL, [KEY_SECSIZE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + # change_tab.append(t7) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t2 = (DISP_TITLE_ANGLE, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t2) + + # t2 = (DISP_TITLE_CHANNEL, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + # design_input.append(t2) + + t2 = ("Optimization", TYPE_TEXTBOX, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA, KEY_Buckling_Out_plane, KEY_Buckling_In_plane, KEY_BOLT_Number ]) #KEY_ALLOW_UR, , KEY_STEEL_COST + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [ KEY_ALLOW_LOAD, Load_type2, Load_type1, KEY_PLATETHK ]) # KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS, + design_input.append(t2) + + # t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + # design_input.append(t3) + + t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) + design_input.append(t4) + + t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) + design_input.append(t4) + + # t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + # design_input.append(t5) + # + # t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DETAILING_EDGE_TYPE]) + # design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + # t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + # design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets are design preference values to default. + If any design preference value needs to be set to input dock value, tuple shall be written as: + + (Key of input dock, [List of Keys from design prefernce], 'Input Dock') + + If the values needs to be set to default, + + (None, [List of Design Prefernce Keys], '') + + """ + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_UR, KEY_EFFECTIVE_AREA_PARA, KEY_Buckling_Out_plane, KEY_Buckling_In_plane, + KEY_DP_DESIGN_METHOD, KEY_ALLOW_LOAD, KEY_BOLT_Number, KEY_PLATETHK, + KEY_DP_WELD_FAB, KEY_DP_WELD_MATERIAL_G_O + ], '')#, KEY_OPTIMIZATION_PARA, KEY_ALLOW_CLASS, KEY_STEEL_COST, KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_EDGE_TYPE,KEY_DP_DETAILING_GAP, + # KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_CONNECTOR_MATERIAL , KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + design_input.append(t2) + + # t2 = (None, [KEY_DP_DESIGN_METHOD], '') + # design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + add_buttons = [] + + t2 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + VALUES_SEC_PROFILE_Compression_Strut , Profile_name_1) + add_buttons.append(t2) + + # t2 = (DISP_TITLE_CHANNEL, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + # ['Channels', 'Back to Back Channels'], "Channels") + # add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_UR: '1.0', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_Buckling_Out_plane: '1.0', + KEY_Buckling_In_plane: '1.0', + KEY_ALLOW_LOAD: Load_type1, + KEY_BOLT_Number: '1.0', + KEY_ALLOW_LOAD: 'Concentric Load', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_PLATETHK : '8', + KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, + KEY_DP_WELD_MATERIAL_G_O: str(fu) if fu else '' + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + @staticmethod + def module_name(): + return KEY_DISP_STRUT_WELDED_END_GUSSET + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_struts_weld_end_gusset_compress_member' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def safe_log(self, level, message): + """ + Safely log a message, catching RuntimeError if the Qt widget handler + has been deleted (e.g., log window was closed). + """ + try: + if level == 'info': + self.logger.info(message) + elif level == 'warning': + self.logger.warning(message) + elif level == 'error': + self.logger.error(message) + except RuntimeError: + # Qt widget handler was deleted - ignore silently + # Other handlers (StreamHandler, FileHandler) will still work + pass + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + # t2 = (KEY_GRD, self.grdval_customized) + # c_lst.append(t2) + # t3 = (KEY_D, self.diam_bolt_customized) + # c_lst.append(t3) + # # # t3= (KEY_IMAGE, self.fn_conn_image) + # # # c_lst.append(t3) + # t4 = (KEY_PLATETHK, self.plate_thick_customized_IS) + # c_lst.append(t4) + + # t4 = (KEY_PLATETHK, self.plate_thick_customized) + # c_lst.append(t4) + + return c_lst + + def input_values(self): + + ''' + Fuction to return a list of tuples to be displayed as the UI.(Input Dock) + ''' + + # @author: Amir, Umair + self.module = KEY_DISP_STRUT_WELDED_END_GUSSET + options_list = [] + + t1 = (KEY_MODULE, KEY_DISP_STRUT_WELDED_END_GUSSET, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE_Compression_Strut, True, 'No Validator') + options_list.append(t2) + + # print(f'input_values {self},t2 :{t2} ') + # if self[0] == 'Back to Back Angles': + # t2 = (KEY_SEC_TYPE, KEY_DISP_SEC_TYPE, TYPE_COMBOBOX, ['Same Side of Gusset', 'Opposite Side of Gusset'], True, + # 'No Validator') + # options_list.append(t2) + + t3 = (KEY_IMAGE, None, TYPE_IMAGE, VALUES_IMG_STRUT[0], True, 'No Validator') + options_list.append(t3) + + t3 = (KEY_LOCATION, KEY_DISP_LOCATION_STRUT, TYPE_COMBOBOX, VALUES_LOCATION_1, True, 'No Validator') + options_list.append(t3) + + # ([KEY_SEC_PROFILE], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t9 = (None, DISP_TITLE_STRUT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_END1, KEY_DISP_END1, TYPE_COMBOBOX, VALUES_STRUT_END1, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_END2, KEY_DISP_END2, TYPE_COMBOBOX, VALUES_STRUT_END2, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_IMAGE_two, None, TYPE_IMAGE_COMPRESSION, str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")), True, 'No Validator') + options_list.append(t12) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL_STAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + # t8 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + # options_list.append(t8) + # + # t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + # options_list.append(t10) + # + # t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + # options_list.append(t11) + # + # t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + # options_list.append(t12) + # + # t13 = (None, KEY_DISP_GUSSET, TYPE_TITLE, None, True, 'No Validator') + # options_list.append(t13) + # + # # try: + # # if self.sec_profile != 'Back to Back Angles': + # # t14 = (KEY_PLATETHK, KEY_GUSSET, TYPE_TEXTBOX, ' ', True, 'No Validator') + # + # t14 = (KEY_PLATETHK, KEY_GUSSET, TYPE_COMBOBOX_CUSTOMIZED, VALUES_PLATETHK, True, 'No Validator') + # options_list.append(t14) + + return options_list + + def spacing(self, status): + + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Spacing Details based on member's depth \n (root radius not included in edge distance)") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_1.png")), 400, 278, "3 x 3 pattern considered"]) # [image, width, height, caption] + spacing.append(t99) + + if self.sec_profile == 'Star Angles': + t16 = (KEY_OUT_BOLTS_ONE_LINE_S, KEY_OUT_DISP_BOLTS_ONE_LINE_S, TYPE_TEXTBOX, + int(self.plate.bolts_one_line/2) if status else '', True) + spacing.append(t16) + else: + pass + + t16 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.plate.bolts_one_line if status else '',True) + spacing.append(t16) + + t15 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.plate.bolt_line if status else '', True) + spacing.append(t15) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.plate.pitch_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.plate.end_dist_provided if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.plate.gauge_provided if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.plate.edge_dist_provided if status else '') + spacing.append(t12) + + return spacing + + def memb_pattern(self, status): + + if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + image = str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")) + x, y = 400, 202 + + else: + image = str(files("osdag_core.data.ResourceFiles.images").joinpath("U.png")) + x, y = 400, 202 + + + pattern = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + pattern.append(t00) + + t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_IMAGE, + [image, x, y, "Member Block Shear Pattern"]) # [image, width, height, caption] + pattern.append(t99) + + return pattern + + def plate_pattern(self, status): + + pattern = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + pattern.append(t00) + + t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_IMAGE, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")),400,202, "Plate Block Shear Pattern"]) # [image, width, height, caption] + pattern.append(t99) + + return pattern + + def fn_end1_end2(self, arg): + + end1 = arg[0] + if end1 == 'Fixed': + return VALUES_STRUT_END2 + elif end1 == 'Free': + return ['Fixed'] + elif end1 == 'Hinged': + return ['Fixed', 'Hinged'] + elif end1 == 'Roller': + return ['Fixed', 'Hinged'] + + def fn_end1_image(self, arg): + + if arg == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif arg == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif arg == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRFstrut.png")) + elif arg == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + + def fn_end2_image(self, arg): + + end1 = arg[0] + end2 = arg[1] + + if end1 == 'Fixed': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RFRFstrut.png")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Free': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Hinged': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRFstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RFRFstrut.png")) + elif end2 == 'Roller': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end1 == 'Roller': + if end2 == 'Fixed': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + elif end2 == 'Hinged': + return str(files("osdag_core.data.ResourceFiles.images").joinpath("RRRRstrut.png")) + + def fn_conn_image(self, arg): + + "Function to populate section images based on the type of section " + img = arg[0] + if img == VALUES_SEC_PROFILE_Compression_Strut[0]: + return VALUES_IMG_STRUT[0] + elif img ==VALUES_SEC_PROFILE_Compression_Strut[1]: + return VALUES_IMG_STRUT[2] + elif img == VALUES_SEC_PROFILE_Compression_Strut[2]: + return VALUES_IMG_STRUT[1] + elif img == VALUES_SEC_PROFILE_Compression_Strut[3]: + print(' fn_conn_image error') + return VALUES_IMG_TENSIONBOLTED[3] + else: + return VALUES_IMG_TENSIONBOLTED[4] + + + def fn_profile_section(self, arg=None): + profile = arg[0] + + if profile == 'Beams': + return connectdb("Beams", call_type="popup") + elif profile == 'Columns': + return connectdb("Columns", call_type="popup") + elif profile == 'RHS': + return connectdb("RHS", call_type="popup") + elif profile == 'SHS': + return connectdb("SHS", call_type="popup") + elif profile == 'CHS': + return connectdb("CHS", call_type="popup") + elif profile in VALUES_SEC_PROFILE_Compression_Strut : + # print('done') + return connectdb("Angles", call_type="popup") + elif profile in ['Channels', 'Back to Back Channels']: + return connectdb("Channels", call_type="popup") + + + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + # if self[0] == 'Back to Back Angles': + + t3 = ([KEY_SEC_PROFILE], KEY_LOCATION, TYPE_COMBOBOX, self.fn_conn_type) + lst.append(t3) + + t3 = ([KEY_SEC_PROFILE], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) + lst.append(t3) + + t2 = ([KEY_END1], KEY_END2, TYPE_COMBOBOX, self.fn_end1_end2) + lst.append(t2) + + t3 = ([KEY_END1, KEY_END2], KEY_IMAGE_two, TYPE_IMAGE, self.fn_end2_image) + lst.append(t3) + + return lst + + def output_values(self,flag): + #flag for design status + out_list = [] + optimisation = '' + # if flag is True: + # if self.input_values is not VALUE_NOT_APPLICABLE: + # # print(f"input_values is not VALUE_NOT_APPLICABLE") + # else: + # # print(f"input_values is VALUE_NOT_APPLICABLE") + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, self.result_UR if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + t2 = (KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, round(self.result_effective_area, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EFF_LEN, KEY_DISP_EFF_LEN, TYPE_TEXTBOX, round(self.result_eff_len, 2) if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_ESR, KEY_DISP_ESR, TYPE_TEXTBOX, round(self.result_eff_sr, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_lambdavv, KEY_DISP_SR_lambdavv, TYPE_TEXTBOX, self.result_lambda_vv if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_lambdapsi, KEY_DISP_SR_lambdapsi, TYPE_TEXTBOX, self.result_lambda_psi if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS, KEY_DISP_EULER_BUCKLING_STRESS, TYPE_TEXTBOX, round(self.result_ebs, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE, KEY_DISP_BUCKLING_CURVE, TYPE_TEXTBOX, self.result_bc if flag else '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, round(self.result_IF, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, round(self.result_srf, 2) if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, round(self.result_nd_esr, 2) if flag else '', True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_COMP_STRESS, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + round(self.result_fcd * 1e-3, 2) if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_DESIGN_STRENGTH_COMPRESSION, TYPE_TEXTBOX, round(self.result_capacity * 1e-3, 2) if flag else + '', True) + out_list.append(t1) + + + + t8 = (None, DISP_TITLE_END_CONNECTION, TYPE_TITLE, None, True) + out_list.append(t8) + + t8 = (None, DISP_TITLE_WELD_DETAILS, TYPE_TITLE, None, True) + out_list.append(t8) + + t9 = (KEY_OUT_WELD_TYPE, KEY_OUT_DISP_WELD_TYPE, TYPE_TEXTBOX, "Fillet Weld" if flag else '', True) + out_list.append(t9) + + t9 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, + self.weld.size if (flag and hasattr(self.weld, 'size')) else '', True) + out_list.append(t9) + + t10 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH, TYPE_TEXTBOX, + round(self.weld.strength,2) if (flag and hasattr(self.weld, 'strength')) else '', True) + out_list.append(t10) + + + t5 = (KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION_LONG_JOINT, TYPE_TEXTBOX, + round(self.weld.beta_lw, 2) if (flag and hasattr(self.weld, 'beta_lw')) else '', True) + out_list.append(t5) + + t10 = (KEY_OUT_WELD_STRENGTH_RED, KEY_OUT_DISP_WELD_STRENGTH_RED, TYPE_TEXTBOX, + round(self.weld.strength_red, 2) if (flag and hasattr(self.weld, 'strength_red')) else '', + True) + out_list.append(t10) + + t11 = (KEY_OUT_WELD_STRESS, KEY_OUT_DISP_WELD_STRESS, TYPE_TEXTBOX, + round(self.weld.stress,2) if (flag and hasattr(self.weld, 'stress')) else '', True) + out_list.append(t11) + + t13 = (KEY_OUT_WELD_LENGTH_EFF, KEY_OUT_DISP_WELD_LENGTH_EFF, TYPE_TEXTBOX, + int(round(self.weld.length,0)) if (flag and hasattr(self.weld, 'length')) else '', True) + + out_list.append(t13) + + t18 = (None, DISP_TITLE_GUSSET_PLATE, TYPE_TITLE, None, True) + out_list.append(t18) + + + t19 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, + int(round(self.plate.thickness_provided,0)) if (flag and hasattr(self.plate, 'thickness_provided')) else '', True) + out_list.append(t19) + + t20 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_MIN_HEIGHT, TYPE_TEXTBOX, + int(round(self.plate.height,0)) if (flag and hasattr(self.plate, 'height')) else '', True) + out_list.append(t20) + + t21 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_MIN_LENGTH, TYPE_TEXTBOX, + int(round(self.plate.length,0)) if (flag and hasattr(self.plate, 'length')) else '', True) + + out_list.append(t21) + + t21 = (KEY_OUT_PLATE_YIELD, KEY_DISP_TENSION_YIELDCAPACITY, TYPE_TEXTBOX, + (round(self.plate.tension_yielding_capacity / 1000, 2)) if (flag and hasattr(self.plate, 'tension_yielding_capacity')) else '', True) + out_list.append(t21) + + t21 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_DISP_TENSION_BLOCKSHEARCAPACITY, TYPE_TEXTBOX, + (round(self.plate.block_shear_capacity / 1000, 2)) if (flag and hasattr(self.plate, 'block_shear_capacity')) else '', True) + out_list.append(t21) + + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) + # out_list.append(t17) + + t21 = (KEY_OUT_PLATE_CAPACITY, KEY_DISP_TENSION_CAPACITY, TYPE_TEXTBOX, + (round(self.plate_tension_capacity / 1000, 2)) if (flag and hasattr(self, 'plate_tension_capacity')) else '', True) + + out_list.append(t21) + + # Populate hover_dict for 3D model tooltips + if flag and hasattr(self, 'hover_dict'): + if hasattr(self, 'section_size_1'): + self.hover_dict["Member"] = ( + f"Member
    " + f"{self.section_size_1.designation}" + ) + if hasattr(self, 'plate'): + self.hover_dict["Plate"] = ( + f"Plate
    " + f"{self.plate.length}x{self.plate.height}x{self.plate.thickness_provided}" + ) + if hasattr(self, 'weld'): + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Size: {self.weld.size} mm
    " + f"Length: {self.weld.length} mm" + ) + + return out_list + + + # t19 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, + # int(round(22.02, 0)) if flag else '', True) + # out_list.append(t19) + # + # t8 = (None, DISP_TITLE_END_CONNECTION, TYPE_TITLE, None, True) + # out_list.append(t8) + # + # t8 = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, True) + # out_list.append(t8) + + # t9 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, + # int(self.bolt.bolt_diameter_provided) if flag else '', True) + # out_list.append(t9) + # + # t10 = ( + # KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_grade_provided if flag else '', + # True) + # out_list.append(t10) + # + # t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + # round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + # out_list.append(t11) + # + # bolt_bearing_capacity_disp = '' + # if flag is True: + # if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + # bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + # + # pass + # else: + # bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + # + # t5 = ( + # KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + # out_list.append(t5) + # + # t5 = (KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION_LONG_JOINT, TYPE_TEXTBOX, + # round(self.plate.beta_lj, 2) if flag else '', True) + # out_list.append(t5) + # + # t5 = (KEY_REDUCTION_LARGE_GRIP, KEY_DISP_REDUCTION_LARGE_GRIP, TYPE_TEXTBOX, + # round(self.plate.beta_lg, 2) if flag else '', True) + # out_list.append(t5) + # + # t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + # round(self.plate.bolt_capacity_red / 1000, 2) if flag else '', True) + # out_list.append(t13) + # + # t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, + # round(self.plate.bolt_force / 1000, 2) if flag else '', True) + # out_list.append(t14) + # + # t17 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + # out_list.append(t17) + # + # t18 = (None, DISP_TITLE_GUSSET_PLATE, TYPE_TITLE, None, True) + # out_list.append(t18) + # + # t19 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, + # int(round(self.plate.thickness_provided, 0)) if flag else '', True) + # out_list.append(t19) + # + # t20 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_MIN_HEIGHT, TYPE_TEXTBOX, + # int(round(self.plate.height, 0)) if flag else '', True) + # out_list.append(t20) + # + # t21 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_MIN_LENGTH, TYPE_TEXTBOX, + # int(round(self.plate.length, 0)) if flag else '', True) + # out_list.append(t21) + # + # t21 = (KEY_OUT_PLATE_YIELD, KEY_DISP_TENSION_YIELDCAPACITY, TYPE_TEXTBOX, + # (round(self.plate.tension_yielding_capacity / 1000, 2)) if flag else '', True) + # out_list.append(t21) + # + # t21 = (KEY_OUT_PLATE_RUPTURE, KEY_DISP_TENSION_RUPTURECAPACITY, TYPE_TEXTBOX, + # (round(self.plate.tension_rupture_capacity / 1000, 2)) if flag else '', True) + # out_list.append(t21) + # + # t21 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_DISP_TENSION_BLOCKSHEARCAPACITY, TYPE_TEXTBOX, + # (round(self.plate.block_shear_capacity / 1000, 2)) if flag else '', True) + # out_list.append(t21) + # + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) + # out_list.append(t17) + # + # t21 = (KEY_OUT_PLATE_CAPACITY, KEY_DISP_TENSION_CAPACITY, TYPE_TEXTBOX, + # (round(self.plate_tension_capacity / 1000, 2)) if flag else '', True) + # out_list.append(t21) + # + # # if KEY_SEC_PROFILE in ['Back to Back Angles', 'Star Angles','Back to Back Channels']: + # + # t18 = (None, DISP_TITLE_INTERMITTENT, TYPE_TITLE, None, False) + # out_list.append(t18) + # + # t8 = (None, DISP_TITLE_CONN_DETAILS, TYPE_TITLE, None, False) + # out_list.append(t8) + # + # t21 = (KEY_OUT_INTERCONNECTION, KEY_OUT_DISP_INTERCONNECTION, TYPE_TEXTBOX, + # int(round(self.inter_conn, 0)) if flag else '', False) + # out_list.append(t21) + # + # t21 = (KEY_OUT_INTERSPACING, KEY_OUT_DISP_INTERSPACING, TYPE_TEXTBOX, + # (round(self.inter_memb_length, 2)) if flag else '', False) + # out_list.append(t21) + # + # t18 = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, False) + # out_list.append(t18) + # + # t9 = ( + # KEY_OUT_INTER_D_PROVIDED, KEY_OUT_DISP_INTER_D_PROVIDED, TYPE_TEXTBOX, int(self.inter_dia) if flag else '', + # False) + # out_list.append(t9) + # + # t10 = ( + # KEY_OUT_INTER_GRD_PROVIDED, KEY_OUT_DISP_INTER_GRD_PROVIDED, TYPE_TEXTBOX, self.inter_grade if flag else '', + # False) + # out_list.append(t10) + # + # t15 = ( + # KEY_OUT_INTER_BOLT_LINE, KEY_OUT_DISP_INTER_BOLT_LINE, TYPE_TEXTBOX, self.inter_bolt_line if flag else '', + # False) + # out_list.append(t15) + # + # t16 = (KEY_OUT_INTER_BOLTS_ONE_LINE, KEY_OUT_DISP_INTER_BOLTS_ONE_LINE, TYPE_TEXTBOX, + # self.inter_bolt_one_line if flag else '', False) + # out_list.append(t16) + # + # t18 = (None, DISP_TITLE_PLATED, TYPE_TITLE, None, False) + # out_list.append(t18) + # + # t20 = (KEY_OUT_INTER_PLATE_HEIGHT, KEY_OUT_DISP_INTER_PLATE_HEIGHT, TYPE_TEXTBOX, + # int(round(self.inter_plate_height, 0)) if flag else '', False) + # out_list.append(t20) + # + # t21 = (KEY_OUT_INTER_PLATE_LENGTH, KEY_OUT_DISP_INTER_PLATE_LENGTH, TYPE_TEXTBOX, + # int(round(self.inter_plate_length, 0)) if flag else '', False) + # out_list.append(t21) + + # Populate Hover Dict (Compression Member) + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Size: {self.weld.size if (flag and hasattr(self.weld, 'size')) else ''} mm
    " + f"Strength: {round(self.weld.strength, 2) if (flag and hasattr(self.weld, 'strength')) else ''} N/mmĀ²
    " + f"Stress: {round(self.weld.stress, 2) if (flag and hasattr(self.weld, 'stress')) else ''} N/mm
    " + f"Eff. Length: {int(round(self.weld.length, 0)) if (flag and hasattr(self.weld, 'length')) else ''} mm" + ) + + self.hover_dict["Plate"] = ( + f"Plate: {float(self.plate.length) if (flag and hasattr(self.plate, 'length')) else ''} mm x " + f"{float(self.plate.height) if (flag and hasattr(self.plate, 'height')) else ''} mm x " + f"{self.plate.thickness_provided if (flag and hasattr(self.plate, 'thickness_provided')) else ''} mm" + ) + + self.hover_dict["Member"] = f"Member: {self.result_designation if (flag and hasattr(self, 'result_designation')) else ''}" + + return out_list + def func_for_validation(self, design_dictionary): + '''Need to check''' + all_errors = [] + self.design_status = False + + flag = False + flag1 = False # length > 0 + flag2 = False # axial force > 0 + option_list = self.input_values() + print(f'\n func_for_validation ' #option list = {option_list} + f'\n design_dictionary {design_dictionary}') + missing_fields_list = [] + for option in option_list: + if option[2] == TYPE_TEXTBOX: + # Any empty textbox (including axial force) is treated as a missing field, + # consistent with tension_welded.py behaviour. + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + else: + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + elif option[0] == KEY_AXIAL: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_LOCATION, KEY_TYP]: + val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + # If any mandatory fields are missing, create a single combined error string, + # same pattern as tension_welded.py + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + # If there are missing fields OR nonā€‘positive length/axial force, return errors + # and DO NOT proceed to design. + if not (flag and flag1 and flag2): + return all_errors + + # ------------------------------- + # Run design and handle failures + # ------------------------------- + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(design_dictionary) + + # Guard against None / missing failed_design_dict to avoid crashes + failed_dict = getattr(self, "failed_design_dict", None) + + if not self.design_status: + # Design has failed somewhere in the member / weld / plate checks. + # If we have a "best failed" section stored, log a concise summary, + # otherwise rely on the detailed messages already logged by the + # internal check functions (to avoid redundant generic errors). + if failed_dict: + self.safe_log('error', + "Compression member design failed. No section from the given list satisfies the " + "utilization ratio / slenderness limits as per IS 800:2007. " + "Refer to the design report for the best failing section and detailed checks." + ) + return # do NOT raise an exception + + # If we reach here, design_status is True ā€“ validation is successful + print(f"func_for_validation done") + + + def get_3d_components(self): + + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Member', self.call_3DMember) + components.append(t2) + + t3 = ('Plate', self.call_3DPlate) + components.append(t3) + + return components + + def fn_conn_type(self, arg): + + "Function to populate section size based on the type of section " + conn = arg[0] + if conn in VALUES_SEC_PROFILE_Compression_Strut: + return VALUES_LOCATION_1 + else: + print(f" chevk fn_conn_type ") + + # Setting inputs from the input dock GUI + + def set_input_values(self, design_dictionary): + super(Compression_welded,self).set_input_values(design_dictionary) + #self.sizelist == self.sec_list + # section properties + # Reset perā€‘design flags + self._logged_length_check = False + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = KEY_DISP_STRUT_WELDED_END_GUSSET + self.sizelist = design_dictionary[KEY_SECSIZE] + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + self.length = float(design_dictionary[KEY_LENGTH]) + self.main_material = design_dictionary[KEY_MATERIAL] + self.material = design_dictionary[KEY_SEC_MATERIAL] + # try : + self.in_plane = float(design_dictionary[KEY_Buckling_In_plane]) + self.out_plane = float(design_dictionary[KEY_Buckling_Out_plane]) + if KEY_BOLT_Number not in design_dictionary: + self.bolts = 0.0 + else: + self.bolts = float(design_dictionary[KEY_BOLT_Number]) + + if KEY_PLATETHK not in design_dictionary: + self.plate_thickness = 8.0 # Use minimum standard thickness instead of 0.0 + else: + # Gusset plate details + self.plate_thickness = float(design_dictionary[KEY_PLATETHK]) + + # self.plate_grade = design_dictionary[KEY_SEC_MATERIAL] + print(f"plate_thickness {self.plate_thickness} \n" + f"self.in_plane {self.in_plane} \n" + f"self.out_plane {self.out_plane} \n" + f"self.bolts {self.bolts} \n" + "========Unknown keys==========") + print("character",[chr(code) for code in range(945,970)]) + + + #'Conn_Location' + self.loc = design_dictionary[KEY_LOCATION] + + + # self.load_type = 'Concentric Load' + + + # end condition + self.end_1 = design_dictionary[KEY_END1] + self.end_2 = design_dictionary[KEY_END2] + if self.end_1 == 'Fixed' and self.end_2 == 'Fixed': + self.fixity = 'Fixed' + elif (self.end_1 == 'Fixed' and self.end_2 == 'Hinged') or (self.end_1 == 'Hinged' and self.end_2 == 'Fixed') : + self.fixity = 'Partial' + else: + self.fixity = 'Hinged' + + # factored loads + self.load = Load(shear_force="", axial_force=design_dictionary[KEY_AXIAL],moment="",unit_kNm=True) + + # design preferences + self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.optimization_parameter = 'Utilization Ratio' + self.allow_class = 'Semi-Compact' + self.load_type = design_dictionary[KEY_ALLOW_LOAD] + # ['Concentric Load', 'Leg Load'] + # if self.sec_profile == 'Angles': + self.load_type = design_dictionary[KEY_ALLOW_LOAD] + # else: + # self.load_type = 'Concentric Load' + self.steel_cost_per_kg = 50 + self.allowed_sections = [] + + # if self.allow_class == "Yes": + self.allowed_sections.append('Semi-Compact') + # print(f"Allowed Semi-Compact") + '''Need to check''' + # if self.allow_class4 == "Yes": + # self.allowed_sections.append('Slender') + + print(f"self.allowed_sections {self.allowed_sections} \n" + "================== \n" + f"self.load_type {self.load_type} \n" + f"self.module{self.module} \n" + f"self.sec_list {self.sec_list} \n" + f"self.material {self.material} \n" + f"self.length {self.length} \n" + f"self.load {self.load} \n" + f"self.end_1,2 {self.end_1}, {self.end_2} \n" + "==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + # material property + self.material_property = Material(material_grade=self.material, thickness=0) + # print(f"self.material_property {self.material_property}]") + + # Initialize weld and plate objects + # Plate class expects a list of thickness values, not a single value + # Use standard plate thickness list from SAIL + plate_thickness_list = [8, 10, 12, 14, 16, 18, 20, 22, 25, 28, 32, 36, 40, 45, 50, 56, 63, 75, 80, 90, 100] + self.plate = Plate(thickness=plate_thickness_list, + material_grade=self.material) + # Weld material_g_o expects fu value as string + # Get weld material from design preferences or use member material fu + if KEY_DP_WELD_MATERIAL_G_O in design_dictionary and design_dictionary[KEY_DP_WELD_MATERIAL_G_O]: + weld_fu = design_dictionary[KEY_DP_WELD_MATERIAL_G_O] + else: + weld_fu = str(self.material_property.fu) + + # Get weld fabrication type from design preferences + if KEY_DP_WELD_FAB in design_dictionary: + weld_fab = design_dictionary[KEY_DP_WELD_FAB] + else: + weld_fab = KEY_DP_FAB_SHOP + + self.weld = Weld(material_g_o=weld_fu, fabrication=weld_fab) + + # Store parent reference for closure + parent = self + + # Create wrapper method with proper context + original_get_weld_stress = self.weld.get_weld_stress if hasattr(self.weld, 'get_weld_stress') else None + + def get_weld_stress_corrected(weld_shear, weld_axial, l_weld): + # Ensure throat is set + if not hasattr(parent.weld, 'throat') or parent.weld.throat <= 0: + parent.weld.throat = 0.7 * parent.weld.size + + throat = parent.weld.throat + + # Calculate stress with throat thickness + if weld_shear > 0: + stress_axial = weld_axial / (throat * l_weld) + stress_shear = weld_shear / (throat * l_weld) + parent.weld.stress = round(math.sqrt(stress_axial**2 + stress_shear**2), 2) + else: + parent.weld.stress = round(weld_axial / (throat * l_weld), 2) + + # Override method + self.weld.get_weld_stress = get_weld_stress_corrected + + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.weld_design_status = False + self.plate_design_status = False + + #initial properties of section + self.sec_prop_initial_dict = {} + + # self.results(self) + + "Unknown keys" + # if self.sec_profile == Profile_name_1 : + self.K = self.in_plane * self.out_plane + self.K = self.K * IS800_2007.cl_7_2_2_effective_length_of_prismatic_compression_members( + self.length, + end_1=self.end_1, + end_2=self.end_2) / self.length + + # 2.2 - Effective length + + self.effective_length = self.K * self.length # IS800_2007.cl_7_2_4_effective_length_of_truss_compression_members(self.length,self.sec_profile)/ self.length # mm + print(f"self.effective_length {self.effective_length} ") + # elif self.sec_profile == 'Back to Back Angles': + # self.K = 0.85 + # elif self.sec_profile == 'Channels': + # print("========Unknown keys==========") + # self.K = 0.85 + # elif self.sec_profile == 'Back to Back Channels': + # print("========Unknown keys==========") + # self.K = 0.85 + + # self.count = 0 + # self.member_design_status = False + # self.max_limit_status_1 = False + # self.max_limit_status_2 = False + # self.bolt_design_status = False + # self.plate_design_status = False + # self.inter_status = False + # self.thk_count =0 + + print("K = {}.\n The input values are set. Performing preliminary member check(s).".format(self.K)) + # self.i = 0 + # checking input values + self.failed_design_dict = {} + flag = self.section_classification() + if len(self.input_section_list) == 0: + flag = False + + # If no trial section passes the initial IS 800:2007 checks (typically because + # the provided length is too large for all available sections based on + # slenderness limits), log a clear message instead of silently doing nothing. + if not flag: + self.safe_log('warning', + "Length provided is beyond the limit allowed for all available sections " + "[Reference: Cl 3.8, IS 800:2007]." + ) + self.safe_log('info', + "Reduce the member length and/or select sections with a higher radius of " + "gyration value, then reā€‘design." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + return + + # Proceed with full design when at least one section passes initial checks + self.design() + self.results() + + + # self.initial_member_capacity(self,design_dictionary) + # print(f"self.sec_list {self.sec_list}") + # for selectedsize in self.sec_list: + # # print(f"selectedsize{selectedsize}") + # self.select_section(self,selectedsize, design_dictionary) + + # def select_section(self, selectedsize, design_dictionary): + # + # "selecting components class based on the section passed " + # print(f" \n select_section started \n") + # + # if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles']: + # # print(f"\n selectedsize {selectedsize},\n design_dictionary[KEY_SEC_MATERIAL]{design_dictionary[KEY_SEC_MATERIAL]}") + # self.section_size = Angle(designation=selectedsize, material_grade=design_dictionary[KEY_SEC_MATERIAL]) + # else: + # pass + # print(f"\n select_section done \n") + # + # return self.section_size + # print(self.selectedsize) + + # Simulation starts here + # def design_classification(self): + # """ Classify the sections based on Table 2 of IS 800:2007 """ + # self.input_section_list = [] + # self.input_section_classification = {} + # + # print(f"self.sec_list {self.sec_list}") + # + # for section in self.sec_list: + # trial_section = section.strip("'") + # # print(f"trial_section {trial_section}") + + # def initial_member_capacity(self,design_dictionary,previous_size = None): + # + # "selection of member based on the yield capacity" + # min_yield = 0 + # + # if self.count == 0: + # self.max_section(self,design_dictionary,self.sizelist) + # [self.force1, self.len1, self.slen1, self.gyr1]= self.max_force_length(self, self.max_area) + # [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length(self, self.max_gyr) + # else: + # pass + # + # self.count = self.count + 1 + # "Loop checking each member from sizelist based on yield capacity" + # if (previous_size) == None: + # pass + # else: + # if previous_size in self.sizelist: + # self.sizelist.remove(previous_size) + # else: + # pass + # for selectedsize in self.sizelist: + # # print('selectedsize',self.sizelist) + # self.section_size = self.select_section(self,design_dictionary,selectedsize) + # # self.bolt_diameter_min= min(self.bolt.bolt_diameter) + # + # # self.edge_dist_min = IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt_diameter_min,self.bolt.bolt_hole_type, + # # 'machine_flame_cut') + # # self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, + # # design_dictionary[KEY_DP_BOLT_HOLE_TYPE]) + # + # # self.edge_dist_min_round = round_up(self.edge_dist_min, 5) + # # self.pitch_round = round_up((2.5*self.bolt_diameter_min), 5) + # # if design_dictionary[KEY_SEC_PROFILE] in ['Channels', 'Back to Back Channels']: + # # self.max_depth = self.section_size_max.max_plate_height() + # # else: + # # if self.loc == "Long Leg": + # # self.max_depth =self.section_size_max.max_leg - self.section_size_max.thickness - self.section_size_max.root_radius + # # else: + # # self.max_depth =self.section_size_max.min_leg - self.section_size_max.thickness - self.section_size_max.root_radius + # + # + # "selection of minimum member size required based on the miniumum size of bolt in bolt diameter list " + # + # if design_dictionary[KEY_LOCATION] == "Long Leg": + # if self.section_size.max_leg < self.section_size.root_radius + self.section_size.thickness + (2 *self.edge_dist_min_round): + # continue + # elif design_dictionary[KEY_LOCATION] == 'Short Leg': + # if self.section_size.min_leg < self.section_size.root_radius + self.section_size.thickness + (2 * self.edge_dist_min_round ): + # continue + # if design_dictionary[KEY_SEC_PROFILE] =='Channels': + # self.max_plate_height = self.section_size.max_plate_height() + # if self.max_plate_height < (self.pitch_round) + (2 * self.edge_dist_min_round): + # continue + # else: + # self.cross_area = self.section_size.area + # + # elif design_dictionary[KEY_SEC_PROFILE] == 'Back to Back Channels': + # self.max_plate_height = self.section_size.max_plate_height() + # if self.max_plate_height < (self.pitch_round) + (2 * self.edge_dist_min_round): + # continue + # else: + # self.cross_area = self.section_size.area * 2 + # + # elif design_dictionary[KEY_SEC_PROFILE] =='Angles': + # self.cross_area = self.section_size.area + # + # else: + # self.cross_area = self.section_size.area * 2 + # + # "excluding previous section size which failed in rupture and selecting higher section based on the cross section area " + # + # self.section_size.tension_member_yielding(A_g = self.cross_area , F_y =self.section_size.fy) + # self.K = 1.0 + # # print(self.section_size.rad_of_gy_z) + # if design_dictionary[KEY_SEC_PROFILE] in ['Angles','Star Angles','Back to Back Angles']: + # # print(selectedsize) + # self.min_rad_gyration_calc(self,designation=self.section_size.designation, material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size.a, + # B_b=self.section_size.b, T_t=self.section_size.thickness) + # else: + # self.min_rad_gyration_calc(self,designation=self.section_size.designation, material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size.depth, + # B_b=self.section_size.flange_width, T_t=self.section_size.flange_thickness, + # t=self.section_size.web_thickness) + # # print(design_dictionary[KEY_SEC_PROFILE], design_dictionary[KEY_LOCATION], self.section_size.min_radius_gyration) + # self.section_size.design_check_for_slenderness(K=self.K, L=design_dictionary[KEY_LENGTH],r=self.min_radius_gyration) + # # print(self.section_size.tension_yielding_capacity) + # + # "condition for yield and slenderness check " + # + # if (self.section_size.tension_yielding_capacity >= self.load.axial_force*1000) and self.section_size.slenderness < 400: + # min_yield_current = self.section_size.tension_yielding_capacity + # self.member_design_status = True + # if min_yield == 0: + # min_yield = min_yield_current + # self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + # self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) + # if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: + # self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + # material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, + # B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) + # + # else: + # self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + # material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, + # B_b=self.section_size_1.flange_width, + # T_t=self.section_size_1.flange_thickness, + # t=self.section_size_1.web_thickness) + # + # self.section_size_1.design_check_for_slenderness(K=self.K, L=design_dictionary[KEY_LENGTH], + # r=self.min_radius_gyration) + # + # elif min_yield_current < min_yield: + # min_yield = min_yield_current + # self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + # self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) + # if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: + # self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + # material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, + # B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) + # else: + # self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + # material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, + # B_b=self.section_size_1.flange_width, + # T_t=self.section_size_1.flange_thickness, + # t=self.section_size_1.web_thickness) + # self.section_size_1.design_check_for_slenderness(K=self.K, L=design_dictionary[KEY_LENGTH], + # r=self.min_radius_gyration) + # + # # print(self.section_size_1.slenderness) + # + # "condition to limit loop based on max force derived from max available size." + # + # elif (self.load.axial_force*1000 > self.force1) : + # self.max_limit_status_1 = True + # # self.design_status = False + # logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " + # "member size {}.".format(round(self.load.axial_force,2),round(self.force1/1000,2),self.max_area)) + # logger.info(" : Define member(s) with a higher cross sectional area.") + # # logge r.error(": Design is not safe. \n ") + # # logger.info(" :=========End Of design===========") + # break + # + # "condition to limit loop based on max length derived from max available size" + # + # elif self.length > self.len2: + # self.max_limit_status_2 = True + # # self.design_status = False + # logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " + # "member size {}.".format(self.length,round(self.len2,2),self.max_gyr)) + # logger.info(" : Select member(s) with a higher radius of gyration value.") + # # logger.error(": Design is not safe. \n ") + # # logger.info(" :=========End Of design===========") + # break + # + # else: + # pass + # + # if self.member_design_status == False and self.max_limit_status_1!=True and self.max_limit_status_2!=True: + # logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " + # "minimum spacing limit [Ref. Cl. 10.2, IS 800:2007].".format(self.bolt_diameter_min)) + # logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") + # # logger.error(": Design is not safe. \n ") + # # logger.info(" :=========End Of design===========") + # + # if self.member_design_status == True: + # print("pass") + # self.design_status = True + # self.select_bolt_dia(self, design_dictionary) + # else: + # self.design_status = False + # logger.error(": Design is unsafe. \n ") + # logger.info(" :=========End Of design===========") + + + def section_classification(self): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside section_classification") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + self.input_section_classification = {} + lambda_check = False + + for section in self.sec_list: + trial_section = section.strip("'") + # print(f"trial_section {trial_section}") + + # section_classification_subchecks(trial_section, self.material) + + # fetching the section properties + self.section_property = self.section_classification_subchecks(trial_section) + print(f"Type of section{type(section)}") + + # section classification + if (self.sec_profile in VALUES_SEC_PROFILE_Compression_Strut[:3]): # Angles or Back to Back or 'Star Angle' + + # updating the material property based on thickness of the thickest element + self.material_property.connect_to_database_to_get_fy_fu(self.material, self.section_property.thickness) + if self.section_property.type == 'Rolled': + if self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[0] or self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[2]: + list_Table2_vi= IS800_2007.Table2_vi(self.section_property.min_leg, self.section_property.max_leg, self.section_property.thickness, + self.material_property.fy, "Axial Compression") + elif self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[1]: + list_Table2_vi = IS800_2007.Table2_vii(self.section_property.min_leg, + self.section_property.max_leg, + self.section_property.thickness, + self.material_property.fy, "Axial Compression") + # print(f"\n \n \n self.material_property.fy {self.material_property.fy} \n \n \n") + self.section_property.section_class = list_Table2_vi[0] + self.width_thickness_ratio = list_Table2_vi[1] + self.depth_thickness_ratio = list_Table2_vi[2] + self.width_depth_thickness_ratio = list_Table2_vi[3] + #print(f"DONE {self.section_property.section_class} {self.width_thickness_ratio} {self.depth_thickness_ratio} {self.width_depth_thickness_ratio}") + #if self.section_property.section_class == 'Slender': + # logger.info( + # "The section is {}. The b/t of the trial section ({}) is {} and d/t is {} and (b+d)/t is {}. [Reference: Cl 3.7, IS 800:2007].".format( + # self.section_property.section_class, trial_section, + # round(self.width_thickness_ratio, 2), round_up(self.depth_thickness_ratio), + # round(self.width_depth_thickness_ratio, 2))) + #else: + # logger.warning( + # "The section is {}. The b/t of the trial section ({}) is {} and d/t is {} and (b+d)/t is {}. [Reference: Cl 3.7, IS 800:2007].".format( + # self.section_property.section_class, trial_section, + # round(self.width_thickness_ratio, 2), round_up(self.depth_thickness_ratio), + # round(self.width_depth_thickness_ratio, 2))) + # logger.warning("Ignoring section") + + + else: + print(f"section_classification _ not done") + local_flag = False + elif (self.sec_profile in ['Channels', 'Back to Back Channels']): + + # updating the material property based on thickness of the thickest element + self.material_property.connect_to_database_to_get_fy_fu(self.material, self.section_property.web_thickness) + + list_Table2_iv = IS800_2007.Table2_iv(depth=self.section_property.depth, f_y=self.material_property.fy, thickness_web= self.section_property.web_thickness) + print(f"Checking Channel Properties") + self.section_property.section_class = list_Table2_iv[0] + self.depth_thickness_ratio = list_Table2_iv[1] + #logger.info("The section is {}. The d/t_web of the trial section ({}) is {}. [Reference: Cl 3.7, IS 800:2007].".format(self.section_property.section_class, trial_section, round(self.depth_thickness_ratio,2) )) + else: + print(f"section_classification _ cannot do") + local_flag = False + + + # 2.3 - slenderness ratio + # self.section_property.min_rad_gyration_calc(self, self.sec_profile) + if self.sec_profile == Profile_name_1 or self.sec_profile == Profile_name_2 or self.sec_profile == Profile_name_3: + min_radius_gyration, effective_area = self.min_rad_gyration_calc_strut(designation= self.section_property.designation, material_grade=self.material, + key=self.sec_profile, subkey=self.loc, D_a=self.section_property.a, + B_b=self.section_property.b, T_t=self.section_property.thickness, t = self.plate_thickness) + # self.min_radius_gyration = min(self.section_property.rad_of_gy_u, self.section_property.rad_of_gy_v) + # + # elif self.sec_profile == Profile_name_2 : + # BBAngle_attributes = BBAngle_Properties() + # BBAngle_attributes.data(trial_section, self.material) + # self.effective_area = BBAngle_attributes.calc_Area() * 100 # mm2 + # if self.loc == "Long Leg": + # cg1 = self.section_property.Cy # mm + # cg2 = self.section_property.Cz # mm + # else: + # cg1 = self.section_property.Cz # mm + # cg2 = self.section_property.Cy # mm + # # mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(l=self.loc, + # # thickness=0) * 10 ** 4 # mm**4 + # # mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(l=self.loc, + # # thickness=0) * 10 ** 4 # mm**4 + # r_zz = BBAngle_attributes.calc_RogZ(l=self.loc, thickness=0) * 10 # mm + # r_yy = BBAngle_attributes.calc_RogY(l=self.loc, thickness=0) * 10 # mm + # self.min_radius_gyration = min(r_yy, r_zz) + # print( + # " effective_area {}\n loc {}\n cgyy {}\n cgzz {}\n mom_inertia_y {}\n mom_inertia_z {}\n r_zz{}\n r_yy{}\n min_radius_gyration{} ".format( + # self.effective_area, self.loc, cg1, cg2, mom_inertia_y, mom_inertia_z, r_zz, r_yy, + # self.min_radius_gyration)) + # + # elif self.sec_profile == Profile_name_3 : + # BBAngle_attributes = BBAngle_Properties() + # BBAngle_attributes.data(trial_section, self.material) + # self.effective_area = BBAngle_attributes.calc_Area() * 100 #mm2 + # if self.loc == "Long Leg": + # cg1 = self.section_property.Cy#mm + # cg2 = self.section_property.Cz#mm + # else: + # cg1 = self.section_property.Cz#mm + # cg2 = self.section_property.Cy#mm + # mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(l = self.loc, thickness= self.plate_thickness) * 10**4#mm**4 + # mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(l=self.loc, thickness= self.plate_thickness) * 10**4#mm**4 + # r_zz = BBAngle_attributes.calc_RogZ(l=self.loc, thickness=self.plate_thickness) * 10 #mm + # r_yy = BBAngle_attributes.calc_RogY(l=self.loc, thickness=self.plate_thickness) * 10 #mm + # self.min_radius_gyration = min(r_yy, r_zz) + # print(" effective_area {}\n loc {}\n cgyy {}\n cgzz {}\n mom_inertia_y {}\n mom_inertia_z {}\n r_zz{}\n r_yy{}\n min_radius_gyration{} ".format(self.effective_area, self.loc, cg1 ,cg2,mom_inertia_y,mom_inertia_z , r_zz, r_yy, self.min_radius_gyration) ) + # # if self.loc == loc_type1 : + # # if self.section_property.Cz > self.section_property.Cy : + # # r_z = self.section_property.rad_of_gy_z + # # I_yy = 2*(self.section_property.mom_inertia_y + Area(self.section_property.Cy + self.plate_thickness/2)**2) + # # # r_y = + # # elif self.loc == loc_type2 : + # # pass + # # else: + # # print(f" Connection Location not defined") + # # local_flag = False + # # break + + slenderness = self.section_property.design_check_for_slenderness(K= self.K, L = self.length, r = min_radius_gyration)#(self.effective_length / self.min_radius_gyration) + print(f"min_radius_gyration {min_radius_gyration}" + f"slenderness {slenderness}") + limit = IS800_2007.cl_3_8_max_slenderness_ratio(1) + if slenderness > limit: + #logger.warning("Length provided is beyond the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + #logger.error("Cannot compute. Given Length does not pass for this section.") + local_flag = False + # self.sec_list.remove(self.section_property.designation ) + else: + #logger.info("Length provided is within the limit allowed. [Reference: Cl 3.8, IS 800:2007]" ) + local_flag = True + + + if len(self.allowed_sections) == 0 or len(self.sec_list) == 0: + self.safe_log('warning', "Select at-least one type of section in the design preferences tab.") + self.safe_log('error', "Cannot compute. Selected section classification type is Null.") + self.design_status = False + self.design_status_list.append(self.design_status) + local_flag = False + + if self.section_property.section_class in self.allowed_sections and local_flag == True: + self.input_section_list.append(trial_section) + self.input_section_classification.update({trial_section: self.section_property.section_class}) + # if self.sec_profile != Profile_name_1: + self.sec_prop_initial_dict.update({trial_section : (self.section_property.section_class, min_radius_gyration, slenderness, effective_area)}) #, self.width_thickness_ratio,self.depth_thickness_ratio,self.width_depth_thickness_ratio + + # If no section passes the slenderness check, provide a clear message similar + # to the tension member modules, based on the maximum radius of gyration + # available in the current section list. + if len(self.input_section_list) == 0 and len(self.sec_prop_initial_dict) > 0: + limit = IS800_2007.cl_3_8_max_slenderness_ratio(1) + max_L_allow = 0.0 + max_L_sec = None + for sec, (_, r_min, _, _) in self.sec_prop_initial_dict.items(): + # allowable length for this section from slenderness limit + L_allow = (limit * r_min) / self.K if self.K > 0 else 0.0 + if L_allow > max_L_allow: + max_L_allow = L_allow + max_L_sec = sec + + if max_L_sec is not None and self.length > max_L_allow: + self.logger.warning( + " : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the " + "maximum available member size {}.".format( + round(self.length, 2), round(max_L_allow, 2), max_L_sec + ) + ) + self.logger.info( + " : Select member(s) with a higher radius of gyration value and/or reduce the member length." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + local_flag = False + + # print(f" sectopn class done {self.sec_list}") + return local_flag + # print(f"self.section_property.section_class{self.section_property.section_class}") + + + # ======Calculations start here====== # + def optimization_tab_check(self): + if (self.allowable_utilization_ratio <= 0.10) or (self.allowable_utilization_ratio > 1.0): + self.safe_log('warning', + "The defined value of Utilization Ratio in the design preferences tab is out of the suggested range.") + self.safe_log('info', "Provide an appropriate input and re-design.") + self.safe_log('info', "Assuming a default value of 1.0.") + self.allowable_utilization_ratio = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + elif (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + self.safe_log('warning', + "The defined value of Effective Area Factor in the design preferences tab is out of the suggested range.") + self.safe_log('info', "Provide an appropriate input and re-design.") + self.safe_log('info', "Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + self.design_status = False + self.design_status_list.append(self.design_status) + + elif (self.steel_cost_per_kg < 0.10) or (self.effective_area_factor > 1.0): + # No suggested range in Description + self.safe_log('warning', + "The defined value of the cost of steel (in INR) in the design preferences tab is out of the suggested range.") + self.safe_log('info', "Provide an appropriate input and re-design.") + self.safe_log('info', "Assuming a default rate of 50 (INR/kg).") + self.steel_cost_per_kg = 50 + self.design_status = False + self.design_status_list.append(self.design_status) + else: + self.safe_log('info', "Provided appropriate design preference, now checking input.") + + def section_classification_subchecks(self, section): + if self.sec_profile == Profile_name_1 or self.sec_profile == Profile_name_2 or self.sec_profile == Profile_name_3: # Angles + self.section_property = Angle(designation = section, material_grade = self.material) + # elif self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[1]: # Back to Back Angles + # self.section_property = Angle(designation=section, material_grade=self.material) + elif self.sec_profile in ['Channels', 'Back to Back Channels']: # Channels + print(f"section_classification_subchecks error ") + # self.section_property = Channel(designation=section, material_grade=self.material) + # # elif self.sec_profile == VALUES_SEC_PROFILE[3]: # Columns + # # self.section_property = SHS(designation=section, material_grade=self.material) + # # elif self.sec_profile == VALUES_SEC_PROFILE[4]: # CHS + # # self.section_property = CHS(designation=section, material_grade=self.material) + # else: # Why? + # self.section_property = Column(designation=section, material_grade=self.material) + else: + self.logger.warning( + "The section should be either Angle or Back to Back Angle. ") + return self.section_property + + def common_checks_1(self, section, step = 1, list_result = [], list_1 = []): + if step == 1: + # print(f"Working correct here{section}") + print(section) + print(self.sec_profile) + + # fetching the section properties of the selected section + self.section_classification_subchecks(section) + if self.sec_profile == Profile_name_1 or self.sec_profile == Profile_name_2 or self.sec_profile == Profile_name_3: + # self.material_property(self.material, self.section_property.thickness) + self.material_property.connect_to_database_to_get_fy_fu(self.material, self.section_property.thickness) + elif self.sec_profile in ['Channels', 'Back to Back Channels']: + self.material_property.connect_to_database_to_get_fy_fu(self.material, self.section_property.web_thickness) + self.epsilon = math.sqrt(250 / self.material_property.fy) + + # print(f"Working correct here") + elif step == 2: + if self.section_property.section_class == 'Slender': + self.logger.warning("The trial section ({}) is Slender. Ignoring section.".format(section)) + # pass + # if (self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[0]) or (self.sec_profile == VALUES_SEC_PROFILE_Compression_Strut[1]): # Angles or Back to Back Angle + # self.effective_area = (2 * ((31.4 * self.epsilon * self.section_property.flange_thickness) * + # self.section_property.flange_thickness)) + \ + # (2 * ((21 * self.epsilon * self.section_property.web_thickness) * self.section_property.web_thickness)) + # elif (self.sec_profile == VALUES_SEC_PROFILE[2]) or (self.sec_profile == VALUES_SEC_PROFILE[3]): + # self.effective_area = (2 * 21 * self.epsilon * self.section_property.flange_thickness) * 2 + elif self.section_property.section_class == 'Semi-Compact': + if self.sec_profile == Profile_name_2 or self.sec_profile == Profile_name_3 : + pass#self.effective_area = 2 * self.section_property.area # mm2 + else: + self.effective_area = self.section_property.area + print(f"effective_area{self.effective_area}") + # print(f"self.effective_area{self.effective_area}") + + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round(self.effective_area * self.effective_area_factor, 2) + + self.logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab.") + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]". + format(round((self.effective_area / self.effective_area_factor), 2), self.effective_area)) + # else: + # if self.section_property.section_class != 'Slender': + + elif step == 3: + # 2.1 - Buckling curve classification and Imperfection factor + if (self.sec_profile in VALUES_SEC_PROFILE_Compression_Strut[:3]): + self.buckling_class = 'c' + else: + print("section not valid") + + self.imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor(buckling_class=self.buckling_class) + + + elif step == 4: + # print(f"\n data sent " + # f" self.material_property.fy {self.material_property.fy}" + # f"self.gamma_m0 {self.gamma_m0}" + # f"self.slenderness {self.slenderness}" + # f" self.imperfection_factor {self.imperfection_factor}" + # f"self.section_property.modulus_of_elasticity {self.section_property.modulus_of_elasticity}") + + list_cl_7_1_2_1_design_compressisive_stress = IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.material_property.fy, self.gamma_m0, self.slenderness, self.imperfection_factor, + self.section_property.modulus_of_elasticity, check_type= list_result) + # for x in list_cl_7_1_2_1_design_compressisive_stress: + # print(f"x {x} ") + self.euler_buckling_stress = list_cl_7_1_2_1_design_compressisive_stress[0] + self.nondimensional_effective_slenderness_ratio = list_cl_7_1_2_1_design_compressisive_stress[1] + self.phi = list_cl_7_1_2_1_design_compressisive_stress[2] + self.stress_reduction_factor = list_cl_7_1_2_1_design_compressisive_stress[3] + self.design_compressive_stress_fr = list_cl_7_1_2_1_design_compressisive_stress[4] + self.design_compressive_stress = list_cl_7_1_2_1_design_compressisive_stress[5] + self.design_compressive_stress_max = list_cl_7_1_2_1_design_compressisive_stress[6] + elif step == 5: + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_result.copy() + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + # print(f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + # f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}") + elif step == 6: + + self.single_result[self.sec_profile] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.single_result[self.sec_profile][j] = k + # k += 1 + list_2.pop(0) + break + print(f"\n self.single_result {self.single_result}") + # elif step == 7: + # if self.section_property.thickness < 20: + # self.fy == self.section_property.fy_20 + # elif self.section_property.thickness >= 20 and self.section_property.thickness < 40: + # self.fy = self.section_property.fy_20_40 + # elif self.section_property.thickness >= 40: + # self.fy = self.section_property.fy_40 + # initial check + + + def common_result(self, list_result,result_type): + + if result_type is None: + return + + self.result_designation = list_result[result_type]["Designation"] # TODO debug + + # Set section_property for the selected section + self.section_classification_subchecks(self.result_designation) + + limit = IS800_2007.cl_3_8_max_slenderness_ratio(1) + # Log the slenderness/length check only once per design, even if common_result() + # is called multiple times (e.g. from report generation or UI refresh). + if self.sec_prop_initial_dict[self.result_designation][2] > limit: + if not self._logged_length_check: + self.logger.warning("Length provided is beyond the limit allowed. [Reference: Cl 3.8, IS 800:2007]") + self.logger.error("Cannot compute. Given Length does not pass for this section.") + self._logged_length_check = True + # self.sec_list.remove(self.section_property.designation ) + else: + if not self._logged_length_check: + self.logger.info("Length provided is within the limit allowed. [Reference: Cl 3.8, IS 800:2007]" ) + self.logger.info( + "The section is {}. The b/t of the section ({}) is {} and d/t is {} and (b+d)/t is {}. [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation], self.result_designation, + round(self.width_thickness_ratio, 2), round_up(self.depth_thickness_ratio), + round(self.width_depth_thickness_ratio, 2))) + self._logged_length_check = True + + + self.result_section_class = list_result[result_type]['Section class'] + self.result_effective_area = list_result[result_type]['Effective area'] + + self.result_bc = list_result[result_type]['Buckling_class'] + # self.result_bc_yy = list_result[result_type]['Buckling_curve_yy'] + + self.result_IF = list_result[result_type]['IF'] + # self.result_IF_yy = list_result[result_type]['IF_yy'] + + self.result_eff_len = list_result[result_type]['Effective_length'] + # self.result_eff_len_yy = list_result[result_type]['Effective_length_yy'] + + self.result_eff_sr = list_result[result_type]['Effective_SR'] + # self.result_eff_sr_yy = list_result[result_type]['Effective_SR_yy'] + self.result_lambda_vv = list_result[result_type]['lambda_vv'] + + self.result_lambda_psi = list_result[result_type]['lambda_psi'] + + + self.result_ebs = list_result[result_type]['EBS'] + # self.result_ebs_yy = list_result[result_type]['EBS_yy'] + + self.result_nd_esr = list_result[result_type]['ND_ESR'] + # self.result_nd_esr_yy = list_result[result_type]['ND_ESR_yy'] + + self.result_phi_zz = list_result[result_type]['phi'] + # self.result_phi_yy = list_result[result_type]['phi_yy'] + + self.result_srf = list_result[result_type]['SRF'] + # self.result_srf_yy = list_result[result_type]['SRF_yy'] + + self.result_fcd_1_zz = list_result[result_type]['FCD_formula'] + # self.result_fcd_1_yy = list_result[result_type]['FCD_1_yy'] + + self.result_fcd_2 = list_result[result_type]['FCD_max'] + + # self.result_fcd_zz = list_result[result_type]['FCD_zz'] + # self.result_fcd_yy = list_result[result_type]['FCD_yy'] + + self.result_fcd = list_result[result_type]['FCD'] * 1000 + self.result_capacity = list_result[result_type]['Capacity'] + self.result_cost = list_result[result_type]['Cost'] + + # def max_force_length(self,section): + # + # "calculated max force and length based on the maximum section size avaialble for diff section type" + # + # if self.sec_profile == 'Angles': + # # print (Angle) + # + # self.section_size_max = Angle(designation=section, material_grade=self.material) + # self.section_size_max.tension_member_yielding(A_g=(self.section_size_max.area), + # F_y=self.section_size_max.fy) + # self.max_member_force = self.section_size_max.tension_yielding_capacity + # self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + # key=self.sec_profile,subkey=self.loc, D_a=self.section_size_max.a, + # B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) + # self.max_length = 400 * self.min_radius_gyration + # + # + # elif self.sec_profile in ['Back to Back Angles', 'Star Angles']: + # self.section_size_max = Angle(designation=section, material_grade=self.material) + # self.section_size_max.tension_member_yielding(A_g=(2*self.section_size_max.area), + # F_y=self.section_size_max.fy) + # # self.max_member_force = self.section_size_max.tension_yielding_capacity * 2 + # self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.a, + # B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) + # self.max_length = 400 * self.min_radius_gyration + # + # + # + # + # elif self.sec_profile == 'Channels': + # self.section_size_max = Channel(designation=section, material_grade=self.material) + # self.section_size_max.tension_member_yielding(A_g=(self.section_size_max.area), + # F_y=self.section_size_max.fy) + # + # self.max_member_force = self.section_size_max.tension_yielding_capacity + # self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + # key=self.sec_profile,subkey=self.loc, D_a=self.section_size_max.depth, + # B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, + # t=self.section_size_max.web_thickness) + # self.max_length = 400 * self.min_radius_gyration + # + # + # elif self.sec_profile == 'Back to Back Channels': + # self.section_size_max = Channel(designation=section, material_grade=self.material) + # self.section_size_max.tension_member_yielding(A_g=(2*self.section_size_max.area), + # F_y=self.section_size_max.fy) + # # self.max_member_force = 2 * self.section_size_max.tension_yielding_capacity + # self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + # key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.depth, + # B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, + # t=self.section_size_max.web_thickness) + # self.max_length = 400 * self.min_radius_gyration + # self.section_size_max.design_check_for_slenderness(K=self.K, L=self.length, + # r=self.min_radius_gyration) + # + # return self.section_size_max.tension_yielding_capacity, self.max_length, self.section_size_max.slenderness,self.min_radius_gyration + + def design(self): + # flag = self.section_classification() + # print(flag) + """ Perform design of struct """ + # checking DP inputs + self.optimization_tab_check() + # optimization_tab_check() + # + # print(f"\n self.input_section_list {self.input_section_list}") + # print(f"\n self.input_section_classification {self.input_section_classification}") + # print(f"\n self.loc {self.loc}") + + print(f"\nSections passing initial checks {self.input_section_list}\n") + #if design_dictionary[KEY_AXIAL] == '' and len(self.input_section_list) == 1 : + # self.single_result = {} + # logger.info("Provided appropriate input and starting design.") + # + # self.strength_of_strut(self) + #if design_dictionary[KEY_AXIAL] != '' : #TODO: Parth to confirm if this code is needed + if len(self.input_section_list) >= 1 : + self.safe_log('info', "Provided appropriate input and starting design.") + + self.design_strut() + #elif len(self.input_section_list) == 1 : + #logger.warning( + # "No need for load input.") + # logger.error("Cannot compute!") + #logger.info(" Ignoring load and starting design.") + #design_dictionary[KEY_AXIAL] = '' + # self.single_result = {} + # logger.info("Provided appropriate input and starting design.") + + # self.strength_of_strut(self) + else: + # self.logger.warning( + # "More than 1 section given as input without giving Load") + self.logger.warning("Cannot compute!") + self.logger.info("Give 1 valid section as Inputs and/or " + "Change load or Length and re-design.") + self.design_status = False + # self.design_strut(self) + self.design_status_list.append(self.design_status) + + #else: #TODO: Parth to confirm if this code is needed + # logger.warning( + # "More than 1 section given as input without giving Load") + # logger.warning("Cannot compute!") + # design_dictionary[KEY_AXIAL] == 1 + # logger.info(" Taking load of 1 kN.") + # logger.info("Give 1 section as Inputs and/or " + # "Give load and re-design.") + # self.design_status = False + # self.design_strut(self) + # self.design_status_list.append(self.design_status) + + def design_strut(self): + + # initializing lists to store the optimum results based on optimum UR and cost + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + self.flag = self.section_classification() + + print('self.flag:',self.flag) + + # If no trial section passes the initial checks (typically because the + # input length is too large for all available sections based on the + # slenderness limits of IS 800:2007), stop here with a clear message. + if not self.flag and len(self.input_section_list) == 0: + self.logger.warning( + " : The member length ({} mm) exceeds the allowable length based on the slenderness " + "limits for all available sections [Ref. Cl. 3.8, IS 800:2007].".format( + round(self.length, 2) + ) + ) + self.logger.info( + " : Reduce the member length and/or select sections with a higher radius of gyration, " + "then reā€‘design." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + return + if self.effective_area_factor < 1.0: + self.logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab." + ) + else: + self.logger.info( + "The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007]." + ) + + + print('self.input_section_list:',self.input_section_list) + if self.flag: + for section in self.input_section_list: # iterating the design over each section to find the most optimum section + + # Yield strength of steel + # self.common_checks_1(self,section, step=7) + + # Common checks + self.common_checks_1(section, step=1) + # initialize lists for updating the results dictionary + list_result = [] + list_1 = [] + list_result.append(section) + print(f"Common checks " + f"list_result {list_result}") + + self.section_property.section_class = self.input_section_classification[section] + + # MIN RADIUS OF GYRATION + self.min_radius_gyration = self.sec_prop_initial_dict[section][1] + self.slenderness = self.sec_prop_initial_dict[section][2] + # Step 1 - computing the effective sectional area + self.effective_area = self.sec_prop_initial_dict[section][3] + + self.common_checks_1(section, step=2) + + # if self.loc == "Long Leg": + # self.max_depth =self.section_size_max.max_leg - self.section_size_max.thickness - self.section_size_max.root_radius + # else: + # self.max_depth =self.section_size_max.min_leg - self.section_size_max.thickness - self.section_size_max.root_radius + + list_result.extend([self.section_property.section_class, self.effective_area]) + + # Step 2 - computing the design compressive stress + self.common_checks_1(section, step=3) + list_result.extend([self.buckling_class, self.imperfection_factor, self.effective_length]) + + if self.load_type == 'Concentric Load': + print(f"step == 4" + f"list_result {list_result}") + self.lambda_vv = 'NA' + self.lambda_psi = 'NA' + # step == 4 + self.common_checks_1(section, step=4, list_result=['Concentric']) + else: + # self.min_radius_gyration = min(self.section_property.rad_of_gy_y, self.section_property.rad_of_gy_z) + returned_list = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + self.length, self.min_radius_gyration, self.section_property.leg_a_length, + self.section_property.leg_b_length, self.section_property.thickness, self.material_property.fy, + bolt_no=self.bolts, fixity=self.fixity) + + self.equivalent_slenderness = returned_list[0] + self.lambda_vv = round(returned_list[1], 2) + self.lambda_psi = round(returned_list[2], 2) + self.k1 = returned_list[3] + self.k2 = returned_list[4] + self.k3 = returned_list[5] + + self.common_checks_1(section, step=4, list_result=['Leg', self.equivalent_slenderness]) + + + # 2.7 - Capacity of the section + self.section_capacity = self.design_compressive_stress * self.effective_area # N + + print("\n data sent ", self.length, self.min_radius_gyration, self.section_property.leg_a_length, + f" \n self.section_property.leg_b_length {self.section_property.leg_b_length}, ", + f"\n self.section_property.thickness {self.section_property.thickness},", + f" \n self.material_property.fy {self.material_property.fy}, ", + f"\n self.bolts {self.bolts}, ", + f" \n self.fixity {self.fixity}, ", + f"\n self.slenderness {self.slenderness}", + f" \n self.slenderness {self.slenderness}", self.imperfection_factor, + self.section_property.modulus_of_elasticity, + f" \n self.euler_buckling_stress {self.euler_buckling_stress}", + f" \n self.nondimensional_effective_slenderness_ratio {self.nondimensional_effective_slenderness_ratio}", + f" \n self.phi {self.phi}", + f" \n self.stress_reduction_factor {self.stress_reduction_factor}", + f" \n self.design_compressive_stress_fr {self.design_compressive_stress_fr}", + f" \n self.design_compressive_stress {self.design_compressive_stress}", + f" \n self.design_compressive_stress_max {self.design_compressive_stress_max}" + f" \n self.section_capacity {self.section_capacity}", ) + if self.load_type != 'Concentric Load': + print(f" \n self.equivalent_slenderness {self.equivalent_slenderness} " + f" \n self.lambda_vv {self.lambda_vv} " + f" \n self.lambda_psi {self.lambda_psi} " + f" \n self.k1 {self.k1} " + f" \n self.k2 {self.k2} " + f" \n self.k3 {self.k3} ") + # 2.8 - UR + self.ur = round(self.load.axial_force / self.section_capacity, 3) + self.optimum_section_ur.append(self.ur) + + # 2.9 - Cost of the section in INR + self.cost = (self.section_property.unit_mass * self.section_property.area * 1e-4) * self.length * \ + self.steel_cost_per_kg + self.optimum_section_cost.append(self.cost) + + list_result.extend([self.slenderness, self.euler_buckling_stress, + self.lambda_vv, self.lambda_psi, + self.nondimensional_effective_slenderness_ratio, + self.phi, self.stress_reduction_factor, + self.design_compressive_stress_fr, + self.design_compressive_stress_max, + self.design_compressive_stress, + self.section_capacity, self.ur, self.cost] + ) + print("Section result: \n",self.sec_profile, list_result) + # Step 3 - Storing the optimum results to a list in a descending order + + list_1 = ['Designation','Section class', 'Effective area', 'Buckling_class', 'IF', + 'Effective_length', 'Effective_SR', 'EBS', 'lambda_vv', 'lambda_psi', 'ND_ESR', 'phi', 'SRF', + 'FCD_formula', 'FCD_max', 'FCD', 'Capacity', 'UR', 'Cost'] + self.common_checks_1(section, 5, list_result, list_1) + print(f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}") + + def min_rad_gyration_calc_strut(self,designation, material_grade,key,subkey, D_a=0.0,B_b=0.0,T_t=0.0,t=0.0): + if key == Profile_name_1 and (subkey == loc_type1 or subkey == loc_type2): + Angle_attributes = Angle(designation, material_grade) + effective_area = Angle_attributes.area + rad_u = Angle_attributes.rad_of_gy_u + rad_v = Angle_attributes.rad_of_gy_v + min_rad = min(rad_u, rad_v) + + elif key == Profile_name_2 and subkey == loc_type1: + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + effective_area = BBAngle_attributes.calc_Area() * 100 + rad_y = BBAngle_attributes.calc_RogY(a=D_a,b=B_b,t=T_t,l=loc_type2, thickness = 0) * 10 + rad_z = BBAngle_attributes.calc_RogZ(a=D_a,b=B_b,t=T_t,l=loc_type2, thickness = 0) * 10 + # mom_inertia_y_1 = mom_inertia_y = self.Angle_attributes.mom_inertia_y + # mom_inertia_z_1 = mom_inertia_y = self.Angle_attributes.mom_inertia_y + mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(a=D_a,b=B_b,t=T_t, l=loc_type2, thickness = 0) + mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(a=D_a,b=B_b,t=T_t, l=loc_type2, thickness = 0) + print(self.section_property.designation, '\n rad_y =',rad_y, '\n rad_z =', rad_z, '\n mom_inertia_y =',mom_inertia_y,'\n mom_inertia_z', mom_inertia_z) + min_rad = min(rad_y, rad_z) + elif key == Profile_name_2 and subkey == loc_type2: #match + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + effective_area = BBAngle_attributes.calc_Area() * 100 + rad_y = BBAngle_attributes.calc_RogY(a=D_a,b=B_b,t=T_t, l=loc_type1, thickness= 0) * 10 + mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(a=D_a,b=B_b,t=T_t, l=loc_type1, thickness= 0) + rad_z = BBAngle_attributes.calc_RogZ(a=D_a,b=B_b,t=T_t, l=loc_type1, thickness= 0) * 10 + mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(a=D_a,b=B_b,t=T_t, l=loc_type1, thickness= 0) + print(self.section_property.designation, '\n rad_y =',rad_y, '\n rad_z =', rad_z, '\n mom_inertia_y =',mom_inertia_y,'\n mom_inertia_z', mom_inertia_z) + min_rad = min(rad_y, rad_z) + elif key == Profile_name_3 and subkey == loc_type1: #match + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + effective_area = BBAngle_attributes.calc_Area() * 100 + rad_y = BBAngle_attributes.calc_RogY(a=D_a,b=B_b,t=T_t, l=subkey, thickness= t) * 10 + mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(a=D_a,b=B_b,t=0, l=loc_type1, thickness= t) + rad_z = BBAngle_attributes.calc_RogZ(a=D_a,b=B_b,t=T_t, l=subkey, thickness= t) * 10 + mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(a=D_a,b=B_b,t=0, l=loc_type1, thickness= t) + print(self.section_property.designation, '\n rad_y =', rad_y, '\n rad_z =', rad_z, '\n mom_inertia_y =', + mom_inertia_y, '\n mom_inertia_z', mom_inertia_z) + min_rad = min(rad_y, rad_z) + elif key == Profile_name_3 and subkey == loc_type2: + BBAngle_attributes = BBAngle_Properties() + BBAngle_attributes.data(designation, material_grade) + effective_area = BBAngle_attributes.calc_Area() * 100 + rad_y = BBAngle_attributes.calc_RogY(a=D_a,b=B_b,t=T_t, l=subkey, thickness= t) * 10 + mom_inertia_y = BBAngle_attributes.calc_MomentOfAreaY(a=D_a,b=B_b,t=0, l=loc_type1, thickness= t) + rad_z = BBAngle_attributes.calc_RogZ(a=D_a,b=B_b,t=T_t, l=subkey, thickness= t) * 10 + mom_inertia_z = BBAngle_attributes.calc_MomentOfAreaZ(a=D_a,b=B_b,t=0, l=loc_type1, thickness= t) + print(self.section_property.designation, '\n rad_y =', rad_y, '\n rad_z =', rad_z, '\n mom_inertia_y =', + mom_inertia_y, '\n mom_inertia_z', mom_inertia_z) + min_rad = min(rad_y, rad_z) + return min_rad , effective_area + + def initial_plate_check(self, design_dictionary): + """ + Initialization of plate thickness based on compression strength to determine weld size + """ + # Use maximum of applied force and 30% of section capacity (similar to tension design) + # Note: self.load.axial_force is already in Newtons (converted in Load class) + self.res_force = max((self.load.axial_force), (0.3*self.section_capacity)) + + self.last_thk = self.plate.thickness[-1] + + for self.plate.thickness_provided in self.plate.thickness: + # Update plate material properties for current thickness + self.plate.connect_to_database_to_get_fy_fu(grade=self.plate.material, + thickness=self.plate.thickness_provided) + + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.plate.tension_yielding(length=self.section_property.depth, thickness=self.plate.thickness_provided, + fy=self.plate.fy) + self.net_area = self.section_property.depth * self.plate.thickness_provided + + elif design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == 'Long Leg': + self.plate.tension_yielding(length=2*self.section_property.max_leg, thickness=self.plate.thickness_provided, + fy=self.plate.fy) + self.net_area = 2*self.section_property.max_leg * self.plate.thickness_provided + + elif design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == 'Short Leg': + self.plate.tension_yielding(length=2*self.section_property.min_leg, thickness=self.plate.thickness_provided, + fy=self.plate.fy) + self.net_area = 2*self.section_property.min_leg * self.plate.thickness_provided + + else: + if design_dictionary[KEY_LOCATION] == 'Long Leg': + self.plate.tension_yielding(length=self.section_property.max_leg, + thickness=self.plate.thickness_provided, fy=self.plate.fy) + self.net_area = self.section_property.max_leg * self.plate.thickness_provided + else: + self.plate.tension_yielding(length=self.section_property.min_leg, + thickness=self.plate.thickness_provided, fy=self.plate.fy) + self.net_area = self.section_property.min_leg * self.plate.thickness_provided + + self.plate.tension_rupture(A_n=self.net_area, F_u=self.plate.fu) + + tension_capacity = min(self.plate.tension_yielding_capacity, self.plate.tension_rupture_capacity) + + if tension_capacity > self.res_force: + break + + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels', "Star Angles"]: + self.max_tension_yield = 400*self.plate.fy*self.last_thk/1.1 + else: + self.max_tension_yield = 200*self.plate.fy*self.last_thk/1.1 + + if tension_capacity >= self.res_force: + print(f"Plate thickness provided: {self.plate.thickness_provided}") + self.thick_design_status = True + self.design_status = True + self.select_weld(design_dictionary) + else: + self.design_status = False + self.logger.warning(":Compression force {} kN exceeds plate capacity of {} kN for maximum available plate thickness of {} mm.".format( + round(self.res_force / 1000, 2), round(self.max_tension_yield/1000, 2), self.last_thk)) + self.logger.error(":Design is not safe. \n ") + self.logger.info(":=========End Of design===========") + + def select_weld(self, design_dictionary): + """ + Selection of weld size based on the initial thickness considered + """ + self.web_weld_status = True + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.thick = self.section_property.web_thickness + self.thick_1 = self.section_property.flange_thickness + else: + self.thick = self.section_property.thickness + + self.weld.weld_size(plate_thickness=self.plate.thickness_provided, member_thickness=self.thick, edge_type="Rolled") + + self.get_weld_strength(connecting_fu=[self.section_property.fu, self.plate.fu, self.weld.fu], + weld_fabrication=self.weld.fabrication, t_weld=self.weld.size, force=(self.res_force)) + print(self.weld.effective, "weld eff") + self.weld_plate_length(design_dictionary) + self.weld.get_weld_stress(weld_shear=0, weld_axial=self.res_force, l_weld=self.weld.length) + + if self.plate.length > (150 * self.weld.throat) and design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.logger.info(" To satisfy the long joint limit, weld is provided only on the flanges.") + self.web_weld_status = False + self.weld.weld_size(plate_thickness=self.plate.thickness_provided, member_thickness=self.thick_1, edge_type="Rolled") + self.get_weld_strength(connecting_fu=[self.section_property.fu, self.plate.fu, self.weld.fu], + weld_fabrication=self.weld.fabrication, t_weld=self.weld.size, + force=(self.res_force)) + self.weld_plate_length(design_dictionary, "web_weld") + self.weld.get_weld_stress(weld_shear=0, weld_axial=self.res_force, l_weld=self.weld.length) + + self.weld.strength_red = self.weld.strength + while self.plate.length > (150 * self.weld.throat): + self.weld.get_weld_red(t_t=self.weld.throat, strength=self.weld.strength, length=self.plate.length, height=self.plate.height) + self.weld.get_weld_stress(weld_shear=0, weld_axial=self.res_force, l_weld=self.weld.length) + + if self.weld.strength_red > self.weld.stress: + self.weld_plate_length(design_dictionary) + break + else: + self.weld.effective = round_up((self.res_force/self.weld.strength), 100, 1) + self.weld_plate_length(design_dictionary) + + if self.weld.strength_red > self.weld.stress: + self.weld_design_status = True + self.design_status = True + self.get_plate_thickness(design_dictionary) + else: + self.design_status = False + self.logger.warning(": The member fails in long joint. \n ") + self.logger.error(": Design is unsafe.\n ") + self.logger.info(" :=========End Of design===========") + + def get_weld_strength(self, connecting_fu, weld_fabrication, t_weld, force, weld_angle=90): + """ + Function to calculate weld strength, effective weld length and throat thickness + """ + f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress(connecting_fu, weld_fabrication) + throat_tk = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness(t_weld, weld_angle) + self.Kt = IS800_2007.cl_10_5_3_2_factor_for_throat_thickness(weld_angle) + + # Calculate strength per mm of weld (for effective length calculation) + weld_strength = f_wd * throat_tk + + L_eff = round_up((force/weld_strength), 5, 100) + + self.weld.strength = round(f_wd, 2) + self.weld.effective = L_eff + self.weld.throat = throat_tk + + def weld_plate_length(self, design_dictionary, web=None): + """ + Function to calculate weld length, plate length and plate height + """ + # Warn if the heel/toe force split yields a non-positive flange weld. + def _check_flange_positive(l_heel, l_toe, label): + if l_toe <= 0 or l_heel <= 0: + self.logger.warning( + ": weld_plate_length ā€” {}: heel/toe weld length is non-positive " + "(heel={:.1f} mm, toe={:.1f} mm). The web weld is consuming more " + "than its share of the effective length.".format(label, l_heel, l_toe) + ) + + # Single Channel + if design_dictionary[KEY_SEC_PROFILE] == "Channels": + if web is None: + self.web_weld = self.section_property.depth - 2 * self.weld.size + else: + self.web_weld = 0.0 + equal_flange = round_up((self.weld.effective - self.web_weld) / 2, 1, 10) + self.flange_weld_heel = equal_flange + self.flange_weld_toe = equal_flange + self.flange_weld = equal_flange + self.weld.length = self.web_weld + 2 * self.flange_weld + + # Back-to-Back Channels + elif design_dictionary[KEY_SEC_PROFILE] == 'Back to Back Channels': + if web is None: + self.web_weld = 2 * (self.section_property.depth - 2 * self.weld.size) + else: + self.web_weld = 0.0 + equal_flange = round_up((self.weld.effective - self.web_weld) / 4, 1, 10) + self.flange_weld_heel = equal_flange + self.flange_weld_toe = equal_flange + self.flange_weld = equal_flange + self.weld.length = self.web_weld + 4 * self.flange_weld + + # Back-to-Back / Star Angles, Long Leg connected + elif design_dictionary[KEY_SEC_PROFILE] in ["Star Angles", Profile_name_2, Profile_name_3] and design_dictionary[ + KEY_LOCATION] == "Long Leg": + if web is None: + self.web_weld = 2 * (self.section_property.max_leg - 2 * self.weld.size) + else: + self.web_weld = 0.0 + l_heel, l_toe = self.section_property.angle_weld_length( + self.weld.strength, self.web_weld / 2, self.res_force / 2, + self.section_property.Cy, self.section_property.max_leg) + _check_flange_positive(l_heel, l_toe, "B2B/Star Angles ā€” Long Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + 2 * self.flange_weld_heel + 2 * self.flange_weld_toe + + # Back-to-Back / Star Angles, Short Leg connected + elif design_dictionary[KEY_SEC_PROFILE] in ["Star Angles", Profile_name_2, Profile_name_3] and design_dictionary[ + KEY_LOCATION] == "Short Leg": + if web is None: + self.web_weld = 2 * (self.section_property.min_leg - 2 * self.weld.size) + else: + self.web_weld = 0.0 + l_heel, l_toe = self.section_property.angle_weld_length( + self.weld.strength, self.web_weld / 2, self.res_force / 2, + self.section_property.Cz, self.section_property.min_leg) + _check_flange_positive(l_heel, l_toe, "B2B/Star Angles ā€” Short Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + 2 * self.flange_weld_heel + 2 * self.flange_weld_toe + + # Single Angle, Long Leg connected + elif design_dictionary[KEY_SEC_PROFILE] == Profile_name_1 and design_dictionary[KEY_LOCATION] == "Long Leg": + if web is None: + self.web_weld = self.section_property.max_leg - 2 * self.weld.size + else: + self.web_weld = 0.0 + l_heel, l_toe = self.section_property.angle_weld_length( + self.weld.strength, self.web_weld, self.res_force, + self.section_property.Cy, self.section_property.max_leg) + _check_flange_positive(l_heel, l_toe, "Single Angle ā€” Long Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + self.flange_weld_heel + self.flange_weld_toe + + # Single Angle, Short Leg connected (catch-all) + else: + if web is None: + self.web_weld = self.section_property.min_leg - 2 * self.weld.size + else: + self.web_weld = 0.0 + l_heel, l_toe = self.section_property.angle_weld_length( + self.weld.strength, self.web_weld, self.res_force, + self.section_property.Cz, self.section_property.min_leg) + _check_flange_positive(l_heel, l_toe, "Single Angle ā€” Short Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + self.flange_weld_heel + self.flange_weld_toe + + end_return = max(4 * self.weld.size, 30) + self.plate.length = self.flange_weld + end_return + if design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == "Long Leg": + self.plate.height = 2 * self.section_property.max_leg + end_return + elif design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == "Short Leg": + self.plate.height = 2 * self.section_property.min_leg + end_return + elif design_dictionary[KEY_SEC_PROFILE] in [Profile_name_1, Profile_name_2, Profile_name_3] and design_dictionary[KEY_LOCATION] == "Short Leg": + self.plate.height = self.section_property.min_leg + end_return + elif design_dictionary[KEY_SEC_PROFILE] in [Profile_name_1, Profile_name_2, Profile_name_3] and design_dictionary[KEY_LOCATION] == "Long Leg": + self.plate.height = self.section_property.max_leg + end_return + elif design_dictionary[KEY_SEC_PROFILE] in ['Channels', 'Back to Back Channels']: + self.plate.height = self.section_property.depth + end_return + else: + self.plate.height = self.section_property.max_leg + end_return + + def get_plate_thickness(self, design_dictionary): + """ + Calculate plate thickness based on the compression capacity from the available list of plate thickness + """ + self.plate_last = self.plate.thickness[-1] + + for self.plate.thickness_provided in self.plate.thickness: + self.plate.connect_to_database_to_get_fy_fu(grade=self.plate.material, + thickness=self.plate.thickness_provided) + if design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: + self.plate.tension_yielding(length=self.plate.height, + thickness=self.plate.thickness_provided, fy=self.plate.fy) + self.net_area = (self.plate.height - max((4 * self.weld.size), 30)) * self.plate.thickness_provided + + else: + if design_dictionary[KEY_LOCATION] == 'Long Leg': + self.plate.tension_yielding(length=self.plate.height, + thickness=self.plate.thickness_provided, fy=self.plate.fy) + self.net_area = (self.plate.height - max((4 * self.weld.size), 30)) * self.plate.thickness_provided + else: + self.plate.tension_yielding(length=self.plate.height, + thickness=self.plate.thickness_provided, fy=self.plate.fy) + self.net_area = (self.plate.height - max((4 * self.weld.size), 30)) * self.plate.thickness_provided + + self.plate.tension_rupture(A_n=self.net_area, F_u=self.plate.fu) + + A_vg = (self.plate.length - max((2 * self.weld.size), 15)) * self.plate.thickness_provided + A_vn = A_vg + A_tg = (self.plate.height - max((2 * self.weld.size), 15)) * self.plate.thickness_provided + A_tn = A_tg + + self.plate.tension_blockshear_area_input(A_vg=A_vg, A_vn=A_vn, A_tg=A_tg, A_tn=A_tn, + f_u=self.plate.fu, f_y=self.plate.fy) + + self.plate_tension_capacity = min(self.plate.tension_yielding_capacity, + self.plate.tension_rupture_capacity, + self.plate.block_shear_capacity) + + print(self.plate.tension_yielding_capacity, self.plate.tension_rupture_capacity, self.plate.block_shear_capacity) + + if self.plate_tension_capacity > self.res_force: + self.design_status = True + break + + elif (self.plate_tension_capacity < self.res_force) and self.plate.thickness_provided == self.plate_last: + self.design_status = False + self.logger.warning(": The factored compression force ({} kN) exceeds the plate capacity of {} kN with respect to the maximum available " + "plate thickness of {} mm.".format( + round(self.res_force / 1000, 2), round(self.max_tension_yield/1000, 2), self.plate_last)) + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") + else: + pass + + if self.plate_tension_capacity > self.res_force: + if (2 * self.plate.length) > self.length: + self.design_status = False + self.logger.warning(":The plate length of {} mm is higher than the member length of {} mm".format( + 2 * self.plate.length, self.length)) + self.logger.info(":Try a larger weld size and/or increase the member length.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") + else: + self.plate_design_status = True + self.design_status = True + + self.logger.info(":Overall welded compression member design is safe. \n") + self.logger.info(" :=========End Of design===========") + else: + self.design_status = False + self.logger.error(": Design is not safe. \n ") + self.logger.info(" :=========End Of design===========") + + def strength_of_strut(self): + # iterating the design over each section to find the most optimum section + section = self.input_section_list[0] + self.single_result = {} + # Yield strength of steel + # self.common_checks_1(self,section, step=7) + + + + # Common checks + self.common_checks_1(section) + # initialize lists for updating the results dictionary + list_result = [] + list_result.append(section) + print(f"Common checks " + f"section for design {list_result}") + + # Step 1 - computing the effective sectional area + self.section_property.section_class = self.input_section_classification[section] + + # MIN RADIUS OF GYRATION + self.min_radius_gyration = self.sec_prop_initial_dict[section][1] + self.slenderness = self.sec_prop_initial_dict[section][2] + # Step 1 - computing the effective sectional area + self.effective_area = self.sec_prop_initial_dict[section][3] + # SAME AS BEFORE + + self.common_checks_1(section, step=2) + # if self.loc == "Long Leg": + # self.max_depth =self.section_size_max.max_leg - self.section_size_max.thickness - self.section_size_max.root_radius + # else: + # self.max_depth =self.section_size_max.min_leg - self.section_size_max.thickness - self.section_size_max.root_radius + + list_result.extend([self.section_property.section_class, self.effective_area]) + + # Step 2 - computing the design compressive stress + self.common_checks_1(section, step=3) + list_result.extend([self.buckling_class, self.imperfection_factor, self.effective_length]) + + if self.load_type == 'Concentric Load': + # print(f"step == 4" + # f"list_result {list_result}") + self.lambda_vv = 'NA' + self.lambda_psi = 'NA' + # step == 4 + self.common_checks_1(section, step=4, list_result=['Concentric']) + else: + # self.min_radius_gyration = min(self.section_property.rad_of_gy_y, self.section_property.rad_of_gy_z) + returned_list = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + self.length, self.min_radius_gyration, self.section_property.leg_a_length, + self.section_property.leg_b_length, self.section_property.thickness, self.material_property.fy, + bolt_no=self.bolts, fixity=self.fixity) + + self.equivalent_slenderness = returned_list[0] + self.lambda_vv = round(returned_list[1], 2) + self.lambda_psi = round(returned_list[2], 2) + self.k1 = returned_list[3] + self.k2 = returned_list[4] + self.k3 = returned_list[5] + + + self.common_checks_1(section, step=4, list_result=['Leg', self.equivalent_slenderness]) + + print("\n data sent ", self.length, self.min_radius_gyration, self.section_property.leg_a_length, + f" \n self.section_property.leg_b_length {self.section_property.leg_b_length}, ", + f"\n self.section_property.thickness {self.section_property.thickness},", + f" \n self.material_property.fy {self.material_property.fy}, ", + f"\n self.bolts {self.bolts}, ", + f" \n self.fixity {self.fixity}, ", + f"\n self.slenderness {self.slenderness}", + f" \n self.imperfection_factor {self.imperfection_factor}", self.section_property.modulus_of_elasticity, + f" \n self.euler_buckling_stress {self.euler_buckling_stress}", + f" \n self.nondimensional_effective_slenderness_ratio {self.nondimensional_effective_slenderness_ratio}", + f" \n self.phi {self.phi}", + f" \n self.stress_reduction_factor {self.stress_reduction_factor}", + f" \n self.design_compressive_stress_fr {self.design_compressive_stress_fr}", + f" \n self.design_compressive_stress {self.design_compressive_stress}", + f" \n self.design_compressive_stress_max {self.design_compressive_stress_max}", ) + if self.load_type != 'Concentric Load': + print(f" \n self.equivalent_slenderness {self.equivalent_slenderness} " + f" \n self.lambda_vv {self.lambda_vv} " + f" \n self.lambda_psi {self.lambda_psi} " + f" \n self.k1 {self.k1} " + f" \n self.k2 {self.k2} " + f" \n self.k3 {self.k3} ") + # 2.7 - Capacity of the section + self.section_capacity = self.design_compressive_stress * self.effective_area # N + + #SAME AS BEFORE TILL HERE + + # 2.9 - Cost of the section in INR + self.cost = (self.section_property.unit_mass * self.section_property.area * 1e-4) * self.length * \ + self.steel_cost_per_kg + + list_result.extend([self.slenderness, self.euler_buckling_stress, + self.lambda_vv, self.lambda_psi, + self.nondimensional_effective_slenderness_ratio, + self.phi, self.stress_reduction_factor, + self.design_compressive_stress_fr, + self.design_compressive_stress_max, + self.design_compressive_stress, + self.section_capacity,"NA", self.cost] + ) + print(f"list_result {list_result}") + # Step 3 - Storing the optimum results to a list in a descending order + + list_1 = ['Designation', 'Section class', 'Effective area', 'Buckling_class', 'IF', + 'Effective_length', 'Effective_SR', 'EBS', 'lambda_vv', 'lambda_psi', 'ND_ESR', 'phi', 'SRF', + 'FCD_formula', 'FCD_max', 'FCD', 'Capacity', 'UR', 'Cost'] + + self.common_checks_1(section, step = 6, list_result= list_result, list_1= list_1) + # break + + def results(self): + """ """ + _ = [i for i in self.optimum_section_ur if i > 1.0] + print( '_ ',_) + if len(_)==1: + temp = _[0] + elif len(_)==0: + temp = None + else: + temp = sorted(_)[0] + self.failed_design_dict = self.optimum_section_ur_results[temp] if temp is not None else None + print('self.failed_design_dict ',self.failed_design_dict) + # sorting results from the dataset + #if len(self.input_section_list) > 1 : #TODO: Parth to confirm if this code is needed + #if design_dictionary[KEY_AXIAL] != '': #TODO: Parth to confirm if this code is needed + # results based on UR + if self.optimization_parameter == 'Utilization Ratio': + filter_UR = filter(lambda x: x <= min(self.allowable_utilization_ratio, 1.0), self.optimum_section_ur) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + # print(f"self.optimum_section_ur{self.optimum_section_ur}") + #print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + self.logger.warning("The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + self.logger.error("The solver did not find any adequate section from the defined list.") + self.logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + if len(self.failed_design_dict)>0: + self.logger.info( + "The details for the best section provided is being shown" + ) + self.result_UR = self.failed_design_dict['UR'] #temp + self.common_result( + list_result=self.failed_design_dict, + result_type=None, + ) + self.logger.warning( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + return + #self.design_status_list.append(self.design_status) + + else: + self.failed_design_dict = None + self.result_UR = self.optimum_section_ur[ + -1 + ] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + self.common_result( + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + + # Proceed with weld and plate design after successful member design + if self.design_status: + # Get section capacity from the selected optimum section + self.section_capacity = self.result_capacity + design_dict = { + KEY_SEC_PROFILE: self.sec_profile, + KEY_LOCATION: self.loc, + KEY_PLATETHK: self.plate_thickness + } + self.initial_plate_check(design_dict) + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + + if len(self.optimum_section_ur) == 0: + # No section met the UR limit at all + self.design_status = False + + elif self.optimization_parameter != 'Utilization Ratio': + # Costā€‘based optimisation path (UR-based path already called common_result above) + self.result_UR = self.optimum_section_cost_results[self.result_cost]['UR'] + + # Check if costā€‘optimal section also satisfies UR + if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + + trial_cost = [] + for cost in self.optimum_section_cost: + self.result_UR = self.optimum_section_cost_results[cost]['UR'] + if self.result_UR <= min(self.allowable_utilization_ratio, 1.0): + trial_cost.append(cost) + + trial_cost.sort() + + if len(trial_cost) == 0: # no design was successful + self.logger.warning("The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria") + self.logger.error("The solver did not find any adequate section from the defined list.") + self.logger.info("Re-define the list of sections or check the Design Preferences option and re-design.") + self.design_status = False + self.design_status_list.append(self.design_status) + print(f"design_status_list{self.design_status} \n") + else: + self.result_cost = trial_cost[0] # optimum section based on cost which passes the UR check + self.design_status = True + + # results for costā€‘based optimisation + self.common_result(list_result=self.optimum_section_cost_results, result_type=self.result_cost) + + # Proceed with weld and plate design after successful member design + if self.design_status: + # Get section capacity from the selected optimum section + self.section_capacity = self.result_capacity + design_dict = { + KEY_SEC_PROFILE: self.sec_profile, + KEY_LOCATION: self.loc, + KEY_PLATETHK: self.plate_thickness + } + self.initial_plate_check(design_dict) + + print(f"design_status_list2{self.design_status}") + + # Aggregate any design_status flags that may have been set by sub-checks + for status in self.design_status_list: + if status is False: + self.design_status = False + break + else: + self.design_status = True + #else: #TODO: Parth to confirm if this code is needed + # + # self.single_result = {} + # + # print(f"self.single_result {self.single_result}") + # self.common_result(self, list_result=self.single_result,result_type= self.sec_profile, flag= 1) + # self.design_status = True + # self.result_UR = self.single_result[self.sec_profile]['UR'] + # if self.design_status: + # logger.info(": ========== Capacity Status ============") + # logger.info(": Section satisfies input") + # logger.info(": Section strength found") + # logger.info(": ========== End Of Status ============") + # else: + # logger.info(": ========== Capacity Status ============") + # logger.info(": Section does not satisfies input") + # logger.info(": Section strength NOT found") + # logger.info(": ========== End Of Status ============") + # end of the design simulation + # overall design status + + + def save_design(self, popup_summary): + + """if self.connectivity == 'Hollow/Tubular Column Base': + if self.dp_column_designation[1:4] == 'SHS': + select_section_img = 'SHS' + elif self.dp_column_designation[1:4] == 'RHS': + select_section_img = 'RHS' + else: + select_section_img = 'CHS' + else: + if self.column_properties.flange_slope != 90: + select_section_img = "Slope_Beam" + else: + select_section_img = "Parallel_Beam" + + # column section properties + if self.connectivity == 'Hollow/Tubular Column Base': + if self.dp_column_designation[1:4] == 'SHS': + section_type = 'Square Hollow Section (SHS)' + elif self.dp_column_designation[1:4] == 'RHS': + section_type = 'Rectangular Hollow Section (RHS)' + else: + section_type = 'Circular Hollow Section (CHS)' + else: + section_type = 'I Section' """ + + if self.section_property.max_leg == self.section_property.min_leg: + if self.sec_profile in [Profile_name_2, Profile_name_3]: + if self.loc == "Long Leg": + image = "bblequaldp" + else: + image = "bbsequaldp" + elif self.sec_profile == "Star Angles": + if self.loc == "Long Leg": + image = "salequaldp" + else: + image = "sasequaldp" + else: + image = "equaldp" + + else: + if self.sec_profile in [Profile_name_2, Profile_name_3]: + if self.loc == "Long Leg": + image = "bblunequaldp" + else: + image = "bbsunequaldp" + elif self.sec_profile == "Star Angles": + if self.loc == "Long Leg": + image = "salunequaldp" + else: + image = "sasunequaldp" + else: + image = "unequaldp" + + if (self.design_status and self.failed_design_dict is None) or (not self.design_status and len(self.failed_design_dict)>0): + if self.sec_profile == Profile_name_1 or self.sec_profile == Profile_name_2 or self.sec_profile == Profile_name_3: # Angles and Back to Back Angles + self.section_property = Angle(designation = self.result_designation, material_grade = self.material) + if self.sec_profile == Profile_name_1: + self.report_column = {KEY_DISP_SEC_PROFILE: image, + KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_MAX_LEG_SIZE: round(self.section_property.max_leg,2), + KEY_REPORT_MIN_LEG_SIZE: round(self.section_property.min_leg,2), + KEY_REPORT_ANGLE_THK: round(self.section_property.thickness,2), + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_CY: round(self.section_property.Cy,2), + KEY_REPORT_CZ: round(self.section_property.Cz,2), + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + else: + #Update for section profiles Back to Back Angles (Same side gusset), and (Opposite side gusset) by making suitable elif condition. + self.report_column = {KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + + } + + + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_AXIAL: self.load.axial_force/1000, + KEY_DISP_LENGTH: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_END1: self.end_1, + KEY_DISP_END2: self.end_2, + KEY_DISP_SECSIZE: self.result_section_class, + "Strut Section - Mechanical Properties": "TITLE", + KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.section_property.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT: round(self.section_property.fy, 2), + KEY_MATERIAL: self.material, + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_SECSIZE: str(self.sec_list), + "Selected Section Details": self.report_column, + 'Weld Details': '', + KEY_DISP_WELD_SIZE: str(self.weld.size) if hasattr(self.weld, 'size') else 'N/A', + KEY_DISP_DP_WELD_FAB: self.weld.fabrication if hasattr(self.weld, 'fabrication') else 'Shop', + KEY_DISP_DP_WELD_MATERIAL_G_O: str(self.weld.fu_overwrite) if hasattr(self.weld, 'fu_overwrite') else 'N/A', + 'Gusset Plate Details': '', + KEY_OUT_GUSSET_PLATE_THICKNNESS: str(int(round(self.plate.thickness_provided, 0))) if hasattr(self.plate, 'thickness_provided') else 'N/A', + KEY_OUT_PLATE_HEIGHT: str(int(round(self.plate.height, 0))) if hasattr(self.plate, 'height') else 'N/A', + KEY_OUT_PLATE_LENGTH: str(int(round(self.plate.length, 0))) if hasattr(self.plate, 'length') else 'N/A', + } + + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + + t1 = ('SubSection', 'Buckling Class & Imperfection factor', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + cl_8_7_1_5_buckling_curve(), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r' ($\alpha$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF), + ' ') + self.report_check.append(t1) + + t1 = ('SubSection', 'Section Classification', '|p{5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + self.h = (self.section_property.leg_a_length - 2 * (self.section_property.thickness + self.section_property.root_radius)) + t1 = ('Single Angle', + cl_3_7_2_section_classification_angle_required("b/t", self.input_section_classification[self.result_designation]), + cl_3_7_2_section_classification_angle_provided( + self.section_property.min_leg, self.section_property.max_leg, self.section_property.thickness, + round(self.width_thickness_ratio, 2), "b/t", self.epsilon, self.input_section_classification[self.result_designation]), + get_pass_fail(15.7 * self.epsilon, round(self.width_thickness_ratio, 2), relation="geq") + ) + self.report_check.append(t1) + + t1 = ( + 'Double Angles with the components separated', + cl_3_7_2_section_classification_angle_required("d/t", self.input_section_classification[self.result_designation]), + cl_3_7_2_section_classification_angle_provided( + self.section_property.min_leg, self.section_property.max_leg, self.section_property.thickness, + round(self.depth_thickness_ratio, 2), "d/t", self.epsilon, self.input_section_classification[self.result_designation]), + get_pass_fail(15.7 * self.epsilon, round(self.depth_thickness_ratio, 2), relation="geq") + ) + self.report_check.append(t1) + + t1 = ( + 'Axial Compression', + cl_3_7_2_section_classification_angle_required("(b+d)/t", self.input_section_classification[self.result_designation]), + cl_3_7_2_section_classification_angle_provided( + self.section_property.min_leg, self.section_property.max_leg, self.section_property.thickness, + round(self.width_depth_thickness_ratio, 2), "(b+d)/t", self.epsilon, self.input_section_classification[self.result_designation]), + get_pass_fail(25 * self.epsilon, round(self.width_depth_thickness_ratio, 2), relation="geq") + ) + self.report_check.append(t1) + + t1 = ('(All the above three criteria should be satisfied)', '', '', '') + self.report_check.append(t1) + + + t1 = ('Section Class', ' ', + cl_3_7_2_section_classification(self.input_section_classification[self.result_designation]), ' ') + self.report_check.append(t1) + + t1 = ('SubSection', 'Effective Slenderness Ratio', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + if self.load_type == 'Concentric Load': + K= self.result_eff_len / self.length + t1 = ("Effective Slenderness Ratio", ' ', + cl_7_1_2_effective_slenderness_ratio(K,self.length,round(self.min_radius_gyration, 2),self.result_eff_sr), + ' ') + self.report_check.append(t1) + else: + t1 = ("Effective Slenderness Ratio", ' ', + cl_7_5_1_2_effective_slenderness_ratio(self.k1,self.k2,self.k3,self.lambda_vv,self.lambda_psi,self.result_eff_sr), + ' ') + self.report_check.append(t1) + + + t1 = ('SubSection', 'Checks for Strength', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr, round(self.result_ebs, 2)),# here need to change just the symbol to lanbdae + ' ') + self.report_check.append(t1) + + t1 = (r'$\phi$', ' ', + cl_8_7_1_5_phi(0.49,round(self.nondimensional_effective_slenderness_ratio, 2), round(self.phi, 2)),#need to check this as its given only for zz but rest are values wrt yy + ' ') + self.report_check.append(t1) + + t1 = (r'$F_{cd} \, \left( \frac{N}{\text{mm}^2} \right)$', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy,self.gamma_m0,round(self.nondimensional_effective_slenderness_ratio, 2),round(self.phi, 2),round(self.design_compressive_stress_max, 2),round(self.design_compressive_stress, 2)), '') + self.report_check.append(t1) + + t1 = ('P_d', self.load.axial_force * 10 ** -3, + cl_7_1_2_design_compressive_strength(round(self.result_capacity * 10 ** -3, 2),round(self.result_effective_area, 2), round(self.design_compressive_stress, 2),self.load.axial_force * 10 ** -3), + get_pass_fail(self.load.axial_force * 10 ** -3, round(self.result_capacity * 10 ** -3, 2), relation="leq")) + self.report_check.append(t1) + + # Added Weld Design Section + t1 = ('SubSection', 'Design of Weld', '|p{5cm}|p{2cm}|p{7cm}|p{2cm}|') + self.report_check.append(t1) + + t1 = ('Weld Type', '', 'Fillet Weld', '') + self.report_check.append(t1) + + if hasattr(self.weld, 'size'): + t1 = ('Weld Size (mm)', '', + NoEscape(f'$s_w = {self.weld.size}$ mm'), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'strength'): + fu = getattr(self.weld, 'fu', 410) + gamma_mw = 1.25 + + t1 = ('Design Strength of Weld (N/mm)', '', + NoEscape(f'$f_w = \\dfrac{{f_u}}{{\\sqrt{{3}} \\times \\gamma_{{mw}}}} = \\dfrac{{{fu}}}{{\\sqrt{{3}} \\times {gamma_mw}}} = {round(self.weld.strength, 2)}$ N/mm [Ref. IS 800:2007, Cl. 10.5.7.1]'), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'beta_lw'): + t1 = ('Long Joint Reduction Factor', '', + NoEscape(f'$\\beta_{{lw}} = {round(self.weld.beta_lw, 2)}$ [Ref. IS 800:2007, Cl. 10.5.7.3]'), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'strength_red') and hasattr(self.weld, 'beta_lw') and hasattr(self.weld, 'strength'): + fw = round(self.weld.strength, 2) + beta_lw = round(self.weld.beta_lw, 2) + fw_red = round(self.weld.strength_red, 2) + + t1 = ('Reduced Design Strength (N/mm)', '', + NoEscape(f"$f'_w = \\beta_{{lw}} \\times f_w = {beta_lw} \\times {fw} = {fw_red}$ N/mm"), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'stress') and hasattr(self, 'load'): + P = round(self.load.axial_force / 1000, 2) + sw = self.weld.size + Leff = int(round(self.weld.length, 0)) + tau_w = round(self.weld.stress, 2) + + # Get throat thickness + if hasattr(self.weld, 'throat'): + tt = round(self.weld.throat, 2) + else: + tt = round(0.7 * sw, 2) + + t1 = ('Actual Stress in Weld (N/mm)', '', + NoEscape(f'$\\tau_w = \\dfrac{{P}}{{t_t \\times L_{{eff}}}} = \\dfrac{{{P} \\times 10^3}}{{{tt} \\times {Leff}}} = {tau_w}$ N/mm'), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'length'): + t1 = ('Effective Weld Length (mm)', '', + NoEscape(f'$L_{{eff}} = {int(round(self.weld.length, 0))}$ mm'), + '') + self.report_check.append(t1) + + if hasattr(self.weld, 'stress') and hasattr(self.weld, 'strength_red'): + tau_w = round(self.weld.stress, 2) + fw_red = round(self.weld.strength_red, 2) + weld_status = get_pass_fail(self.weld.stress, self.weld.strength_red, relation='leq') + + t1 = ('Weld Check', NoEscape(r"$\tau_{w} \leq f'_{w}$"), + NoEscape(f'${tau_w} \\leq {fw_red}$'), + weld_status) + self.report_check.append(t1) + + # Added Gusset Plate Design Section + t1 = ('SubSection', 'Design of Gusset Plate', '|p{5cm}|p{2cm}|p{7cm}|p{2cm}|') + self.report_check.append(t1) + + if hasattr(self.plate, 'thickness_provided'): + tp = int(round(self.plate.thickness_provided, 0)) + t1 = ('Gusset Plate Thickness (mm)', '', + NoEscape(f'$t_p = {tp}$ mm'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'height'): + hp = int(round(self.plate.height, 0)) + t1 = ('Gusset Plate Height (mm)', '', + NoEscape(f'$h_p = {hp}$ mm'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'length'): + lp = int(round(self.plate.length, 0)) + t1 = ('Gusset Plate Length (mm)', '', + NoEscape(f'$l_p = {lp}$ mm'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'material'): + t1 = ('Plate Material', '', str(self.plate.material), '') + self.report_check.append(t1) + elif hasattr(self, 'material'): + t1 = ('Plate Material', '', self.material, '') + self.report_check.append(t1) + + if hasattr(self.plate, 'fy'): + fyp = round(self.plate.fy, 2) + t1 = ('Plate Yield Strength (MPa)', '', + NoEscape(f'$f_{{yp}} = {fyp}$ MPa'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'fu'): + fup = round(self.plate.fu, 2) + t1 = ('Plate Ultimate Strength (MPa)', '', + NoEscape(f'$f_{{up}} = {fup}$ MPa'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'tension_yielding_capacity'): + Tdy_val = round(self.plate.tension_yielding_capacity / 1000, 2) + + if hasattr(self.plate, 'height') and hasattr(self.plate, 'thickness_provided'): + Ag = self.plate.height * self.plate.thickness_provided + fy = getattr(self.plate, 'fy', 250) + gamma_m0 = 1.1 + + t1 = ('Tension Yielding Capacity (kN)', '', + NoEscape(f'$T_{{dy}} = \\dfrac{{A_g \\times f_y}}{{\\gamma_{{m0}}}} = \\dfrac{{{Ag} \\times {fy}}}{{10^3 \\times {gamma_m0}}} = {Tdy_val}$ kN [Ref. IS 800:2007, Cl. 6.2]'), + '') + else: + t1 = ('Tension Yielding Capacity (kN)', '', + NoEscape(f'$T_{{dy}} = \\dfrac{{A_g \\times f_y}}{{\\gamma_{{m0}}}} = {Tdy_val}$ kN [Ref. IS 800:2007, Cl. 6.2]'), + '') + self.report_check.append(t1) + + if hasattr(self.plate, 'block_shear_capacity'): + Tdb_val = round(self.plate.block_shear_capacity / 1000, 2) + t1 = ('Block Shear Capacity (kN)', '', + NoEscape(f'$T_{{db}} = \\min\\left[\\dfrac{{A_{{vg}} f_y}}{{\\sqrt{{3}} \\gamma_{{m0}}}} + \\dfrac{{0.9 A_{{tn}} f_u}}{{\\gamma_{{m1}}}}, \\dfrac{{A_{{vn}} f_u}}{{\\sqrt{{3}} \\gamma_{{m1}}}} + \\dfrac{{A_{{tg}} f_y}}{{\\gamma_{{m0}}}}\\right] = {Tdb_val}$ kN [Ref. IS 800:2007, Cl. 6.4]'), + '') + self.report_check.append(t1) + elif hasattr(self.plate, 'blockshear_capacity'): + Tdb_val = round(self.plate.blockshear_capacity / 1000, 2) + t1 = ('Block Shear Capacity (kN)', '', + NoEscape(f'$T_{{db}} = \\min\\left[\\dfrac{{A_{{vg}} f_y}}{{\\sqrt{{3}} \\gamma_{{m0}}}} + \\dfrac{{0.9 A_{{tn}} f_u}}{{\\gamma_{{m1}}}}, \\dfrac{{A_{{vn}} f_u}}{{\\sqrt{{3}} \\gamma_{{m1}}}} + \\dfrac{{A_{{tg}} f_y}}{{\\gamma_{{m0}}}}\\right] = {Tdb_val}$ kN [Ref. IS 800:2007, Cl. 6.4]'), + '') + self.report_check.append(t1) + + if hasattr(self, 'plate_tension_capacity'): + Td_val = round(self.plate_tension_capacity / 1000, 2) + + if hasattr(self.plate, 'tension_rupture_capacity'): + Tdu = round(self.plate.tension_rupture_capacity / 1000, 2) + else: + Tdu = Tdy + + if hasattr(self.plate, 'tension_yielding_capacity'): + Tdy = round(self.plate.tension_yielding_capacity / 1000, 2) + if hasattr(self.plate, 'block_shear_capacity'): + Tdb = round(self.plate.block_shear_capacity / 1000, 2) + elif hasattr(self.plate, 'blockshear_capacity'): + Tdb = round(self.plate.blockshear_capacity / 1000, 2) + else: + Tdb = Tdy + + t1 = ('Design Tension Capacity (kN)', '', + NoEscape(f'$T_d = \\min(T_{{dy}}, T_{{du}}, T_{{db}}) = \\min({Tdy}, {Tdu}, {Tdb}) = {Td_val}$ kN'), + '') + else: + t1 = ('Design Tension Capacity (kN)', '', + NoEscape(f'$T_d = {Td_val}$ kN'), + '') + self.report_check.append(t1) + + P_applied = round(self.load.axial_force / 1000, 2) + plate_status = get_pass_fail(self.load.axial_force / 1000, + self.plate_tension_capacity / 1000, relation='leq') + t1 = ('Plate Capacity Check', NoEscape(r'$P \leq T_{d}$'), + NoEscape(f'${P_applied} \\leq {Td_val}$'), + plate_status) + self.report_check.append(t1) + + else: + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_AXIAL: self.load.axial_force/1000, + KEY_DISP_LENGTH: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_END1: self.end_1, + KEY_DISP_END2: self.end_2, + #KEY_DISP_SECSIZE: self.result_section_class, + "Strut Section - Mechanical Properties": "TITLE", + KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.section_property.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT: round(self.section_property.fy, 2), + KEY_MATERIAL: self.material, + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_SECSIZE: str(self.sec_list), + + # "Failed Section Details": self.report_column, + } + self.report_check = [] + + t1 = ('Selected', 'All Members Failed', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + + + # def memb_pattern(self, status): + # + # if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + # image = str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")) + # x, y = 400, 202 + # + # else: + # image = str(files("osdag_core.data.ResourceFiles.images").joinpath("U.png")) + # x, y = 400, 202 + # + # + # pattern = [] + # + # t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + # pattern.append(t00) + # + # t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_IMAGE, + # [image, x, y, "Member Block Shear Pattern"]) # [image, width, height, caption] + # pattern.append(t99) + # + # return pattern + # + # def plate_pattern(self, status): + # + # pattern = [] + # + # t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") + # pattern.append(t00) + # + # t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_IMAGE, + # [str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")),400,202, "Plate Block Shear Pattern"]) # [image, width, height, caption] + # pattern.append(t99) + # + # return pattern diff --git a/gui/__init__.py b/osdag_core/design_type/connection/__init__.py similarity index 100% rename from gui/__init__.py rename to osdag_core/design_type/connection/__init__.py diff --git a/design_type/connection/base_plate_connection.py b/osdag_core/design_type/connection/base_plate_connection.py similarity index 91% rename from design_type/connection/base_plate_connection.py rename to osdag_core/design_type/connection/base_plate_connection.py index 6d93fe310..89fb45ac9 100644 --- a/design_type/connection/base_plate_connection.py +++ b/osdag_core/design_type/connection/base_plate_connection.py @@ -24,18 +24,20 @@ # Importing modules from the project directory -from design_type.connection.moment_connection import MomentConnection -from utils.common.is800_2007 import IS800_2007 -from utils.common.other_standards import IS_5624_1993 -from utils.common.component import * -from utils.common.material import * -from utils.common.common_calculation import * -from Common import * -from utils.common.load import Load -from utils.common.other_standards import * -from design_report.reportGenerator import save_html -from Report_functions import * -from design_report.reportGenerator_latex import CreateLatex +from .moment_connection import MomentConnection +from ...utils.common.is800_2007 import IS800_2007 +from ...utils.common.other_standards import IS_5624_1993 +from ...utils.common.component import * +from ...utils.common.material import * +from ...utils.common.common_calculation import * +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.other_standards import * +from ...design_report.reportGenerator import save_html +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...custom_logger import CustomLogger + import logging @@ -481,36 +483,60 @@ def __init__(self): self.minimum_load_status_Myy = False self.min_width_check_Case1 = False + self.hover_dict = {} + # setting logger for the module - def set_osdaglogger(key): + def set_osdaglogger(self, key, id): """ Set logger for Base Plate Module. """ - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_base_plate_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) - def module_name(self): - """ - Call the Base Plate Module key for displaying the module name. - """ + @staticmethod + def module_name(): return KEY_DISP_BASE_PLATE # define fields for the input dock to create UI @@ -535,7 +561,7 @@ def input_values(self): options_list.append(t5) t6 = (KEY_SECSIZE, KEY_DISP_COLSEC, TYPE_COMBOBOX, - connectdb("Columns"), True, 'No Validator') # this might not be required + VALUE_BEAM_COL, True, 'No Validator') # this might not be required options_list.append(t6) t7 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') @@ -550,7 +576,7 @@ def input_values(self): t22 = (KEY_AXIAL_TENSION_BP, KEY_DISP_AXIAL_TENSION_BP, TYPE_TEXTBOX, None, False, 'Int Validator') options_list.append(t22) - t10 = (KEY_SHEAR_BP, KEY_DISP_SHEAR_BP, '', None, True, 'Int Validator') + t10 = (KEY_SHEAR_BP, KEY_DISP_SHEAR_BP, TYPE_HEADING, None, True, 'Int Validator') options_list.append(t10) t10 = (KEY_SHEAR_MAJOR, KEY_DISP_SHEAR_MAJOR, TYPE_TEXTBOX, None, True, 'Int Validator') @@ -559,7 +585,7 @@ def input_values(self): t10 = (KEY_SHEAR_MINOR, KEY_DISP_SHEAR_MINOR, TYPE_TEXTBOX, None, True, 'Int Validator') options_list.append(t10) - t11 = (KEY_MOMENT, KEY_DISP_MOMENT, '', None, True, 'No Validator') + t11 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_HEADING, None, True, 'No Validator') options_list.append(t11) t12 = (KEY_MOMENT_MAJOR, KEY_DISP_MOMENT_MAJOR, TYPE_TEXTBOX, None, False, 'No Validator') @@ -574,19 +600,19 @@ def input_values(self): t11 = (KEY_ANCHOR_OCF, KEY_DISP_ANCHOR_OCF, TYPE_TITLE, None, True, 'No Validator') options_list.append(t11) - t15 = (KEY_DIA_ANCHOR_OCF, "- " + KEY_DISP_DIA_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_DIA_ANCHOR, True, 'No Validator') + t15 = (KEY_DIA_ANCHOR_OCF, KEY_DISP_DIA_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_DIA_ANCHOR, True, 'No Validator') options_list.append(t15) - t17 = (KEY_GRD_ANCHOR_OCF, "- " + KEY_DISP_GRD_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD_ANCHOR, True, 'No Validator') + t17 = (KEY_GRD_ANCHOR_OCF, KEY_DISP_GRD_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD_ANCHOR, True, 'No Validator') options_list.append(t17) t11 = (KEY_ANCHOR_ICF, KEY_DISP_ANCHOR_ICF, TYPE_TITLE, None, True, 'No Validator') options_list.append(t11) - t15 = (KEY_DIA_ANCHOR_ICF, "- " + KEY_DISP_DIA_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_DIA_ANCHOR, True, 'No Validator') + t15 = (KEY_DIA_ANCHOR_ICF, KEY_DISP_DIA_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_DIA_ANCHOR, True, 'No Validator') options_list.append(t15) - t17 = (KEY_GRD_ANCHOR_ICF, "- " + KEY_DISP_GRD_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD_ANCHOR, True, 'No Validator') + t17 = (KEY_GRD_ANCHOR_ICF, KEY_DISP_GRD_ANCHOR, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD_ANCHOR, True, 'No Validator') options_list.append(t17) t16 = (KEY_TYP_ANCHOR, KEY_DISP_TYP_ANCHOR, TYPE_COMBOBOX, VALUES_TYP_ANCHOR, True, 'No Validator') @@ -804,27 +830,90 @@ def output_values(self, flag): t30 = (KEY_OUT_SHEAR_KEY, KEY_DISP_OUT_SHEAR_KEY, TYPE_OUT_BUTTON, ['Key Details', self.shear_key_details], True) out_list.append(t30) - t30 = (KEY_OUT_SHEAR_KEY_TYPICAL_DETAILS, KEY_DISP_OUT_SHEAR_KEY_TYPICAL_DETAILS, TYPE_OUT_BUTTON, ['Sketch', self.shear_key_sketch], True) - out_list.append(t30) + # t30 = (KEY_OUT_SHEAR_KEY_TYPICAL_DETAILS, KEY_DISP_OUT_SHEAR_KEY_TYPICAL_DETAILS, TYPE_OUT_BUTTON, ['Sketch', self.shear_key_sketch], True) + # out_list.append(t30) t18 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) out_list.append(t18) - t20 = (KEY_OUT_WELD_SIZE_FLANGE, KEY_OUT_DISP_WELD_SIZE_FLANGE, TYPE_TEXTBOX, - self.weld_size_flange if flag and self.weld_type != 'Groove Weld' else '', True) - out_list.append(t20) + # This is connected to t12 & t13 in input_value_changed() + # t20 = (KEY_OUT_WELD_SIZE_FLANGE, KEY_OUT_DISP_WELD_SIZE_FLANGE, TYPE_TEXTBOX, + # self.weld_size_flange if flag and self.weld_type != 'Groove Weld' else '', True) + # out_list.append(t20) - t21 = (KEY_OUT_WELD_SIZE_WEB, KEY_OUT_DISP_WELD_SIZE_WEB, TYPE_TEXTBOX, - self.weld_size_web if flag and self.weld_type != 'Groove Weld' else '', True) - out_list.append(t21) + # This is connected to t14 & t15 in input_value_changed() + # t21 = (KEY_OUT_WELD_SIZE_WEB, KEY_OUT_DISP_WELD_SIZE_WEB, TYPE_TEXTBOX, + # self.weld_size_web if flag and self.weld_type != 'Groove Weld' else '', True) + # out_list.append(t21) - t22 = (KEY_OUT_WELD_SIZE_STIFFENER, KEY_OUT_DISP_WELD_SIZE_STIFFENER, TYPE_TEXTBOX, - self.weld_size_stiffener if flag and self.weld_type != 'Groove Weld' else '', True) - out_list.append(t22) + # This is connected to t16 & t17 in input_value_changed() + # t22 = (KEY_OUT_WELD_SIZE_STIFFENER, KEY_OUT_DISP_WELD_SIZE_STIFFENER, TYPE_TEXTBOX, + # self.weld_size_stiffener if flag and self.weld_type != 'Groove Weld' else '', True) + # out_list.append(t22) t19 = (KEY_OUT_WELD_DETAILS, DISP_TITLE_WELD, TYPE_OUT_BUTTON, ['Typical Details', self.weld_details], True) out_list.append(t19) + # Populate Hover Dict ā€” Base Plate Connection + thk_along_flange = str(self.stiffener_plt_thick_along_flange) + " mm" if flag and self.stiffener_along_flange == 'Yes' else VALUE_NOT_APPLICABLE + thk_along_web = str(self.stiffener_plt_thick_along_web) + " mm" if flag and self.stiffener_along_web == 'Yes' else VALUE_NOT_APPLICABLE + # Base Plate + self.hover_dict["Plate"] = ( + f"Plate Details:
    " + f"Steel Base Plate
    " + f"Length: {self.bp_length_provided if flag else ''} mm
    " + f"Width: {self.bp_width_provided if flag else ''} mm
    " + f"Thickness: {int(self.plate_thk_provided) if flag else ''} mm
    " + f"Stiffener thickness along flange: {thk_along_flange}
    " + f"Stiffener thickness along web: {thk_along_web}" + ) + + # Column (generic ā€” works for both I-section & hollow) + self.hover_dict["Column"] = ( + f"Column
    " + f"Designation: {self.dp_column_designation if flag else ''}" + ) + + # Anchor Bolts (Outside Flange ā€” primary governing) + self.hover_dict["Bolt"] = ( + f"Bolt
    " + f"Diameter: {self.anchor_dia_outside_flange if flag else ''} mm
    " + f"Anchor Type: {self.anchor_type if flag else ''}
    " + f"Length Above Footing: {self.anchor_len_above_footing_out if flag else ''} mm
    " + f"Length Below Footing: {self.anchor_len_below_footing_out if flag else ''} mm" + ) + + + # Welds + self.hover_dict["Weld"] = ( + f"Welds
    " + f"Weld Type: {self.weld_type if flag else ''}
    " + f"Weld Size (Flange/Plate): {self.weld_size_flange if flag else ''} mm
    " + f"Weld Size (Web): {self.weld_size_web if flag else ''} mm
    " + f"Stiffener Weld Size: {self.weld_size_stiffener if flag else ''} mm" + ) + + # Stiffeners (only shown if provided) + self.hover_dict["Stiffeners"] = ( + f"Stiffener Plates
    " + f"Thickness: {self.stiffener_plt_thk if flag else ''} mm
    " + f"Height: {self.stiffener_plt_height if flag else ''} mm
    " + f"Length: {self.stiffener_plt_len_along_D if flag else ''} mm" + ) + + # Conc (Concrete Block) + self.hover_dict["Conc"] = ( + f"Concrete Pedestal
    " + f"Grade: {self.footing_grade if flag else ''} mm
    " + ) + + # Grout + self.hover_dict["Grout"] = ( + f"Grout
    " + f"Length: {self.bp_length_provided * 1.5 if flag else ''} mm
    " + f"Width: {self.bp_width_provided * 1.5 if flag else ''} mm
    " + f"Thickness: {50 if flag else ''} mm" + ) return out_list def stiffener_flange_details(self, flag): @@ -1038,15 +1127,15 @@ def base_plate_sketch(self, status): if self.connectivity == 'Moment Base Plate': if self.moment_bp_case == 'Case1': - sketch_path = './ResourceFiles/images/Moment_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP.png")) width = 870 height = 525 elif self.moment_bp_case == 'Case2': - sketch_path = './ResourceFiles/images/Moment_BP_C2.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_C2.png")) width = 852 height = 541 elif self.moment_bp_case == 'Case3': - sketch_path = './ResourceFiles/images/Moment_BP_C3.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_C3.png")) width = 852 height = 541 else: @@ -1055,17 +1144,17 @@ def base_plate_sketch(self, status): height = 541 elif self.connectivity == 'Welded Column Base': - sketch_path = './ResourceFiles/images/Welded_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP.png")) width = 852 height = 541 elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': - sketch_path = './ResourceFiles/images/SHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP.png")) elif self.dp_column_designation[1:4] == 'RHS': - sketch_path = './ResourceFiles/images/RHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP.png")) elif self.dp_column_designation[1:4] == 'CHS': - sketch_path = './ResourceFiles/images/CHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP.png")) else: sketch_path = '' width = 854 @@ -1086,26 +1175,26 @@ def base_plate_detailing(self, status): detailing = [] if self.connectivity == 'Moment Base Plate': - detailing_path = './ResourceFiles/images/Moment_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_Detailing.png")) width = 702 height = 518 elif self.connectivity == 'Welded Column Base': - detailing_path = './ResourceFiles/images/Welded_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_Detailing.png")) width = 747 height = 552 elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': - detailing_path = './ResourceFiles/images/SHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_Detailing.png")) width = 670 height = 600 elif self.dp_column_designation[1:4] == 'RHS': - detailing_path = './ResourceFiles/images/RHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_Detailing.png")) width = 771 height = 570 elif self.dp_column_designation[1:4] == 'CHS': - detailing_path = './ResourceFiles/images/CHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_Detailing.png")) width = 644 height = 577 else: @@ -1190,11 +1279,11 @@ def shear_key_sketch(self, flag): if self.dp_column_designation[1:4] == 'SHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = './ResourceFiles/images/Key_SHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = './ResourceFiles/images/Key_SHS_D.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS_D.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = './ResourceFiles/images/Key_SHS_B.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS_B.png")) else: key_path = '' @@ -1203,11 +1292,11 @@ def shear_key_sketch(self, flag): elif self.dp_column_designation[1:4] == 'RHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = './ResourceFiles/images/Key_RHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = './ResourceFiles/images/Key_RHS_D.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS_D.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = './ResourceFiles/images/Key_RHS_B.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS_B.png")) else: key_path = '' @@ -1216,11 +1305,11 @@ def shear_key_sketch(self, flag): elif self.dp_column_designation[1:4] == 'CHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = './ResourceFiles/images/Key_CHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = './ResourceFiles/images/Key_CHS_key1.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS_key1.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = './ResourceFiles/images/Key_CHS_key2.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS_key2.png")) else: key_path = '' @@ -1234,11 +1323,11 @@ def shear_key_sketch(self, flag): else: if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = './ResourceFiles/images/shear_key.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = './ResourceFiles/images/shear_key_colD.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key_colD.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = './ResourceFiles/images/shear_key_colB.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key_colB.png")) else: key_path = '' @@ -1268,25 +1357,25 @@ def weld_details(self, flag): web_groove_weld = 'No' if (self.column_tf < 40.0) and (web_groove_weld == 'No'): - weld_path = './ResourceFiles/images/Moment_BP_weld_details_1-1.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_1-1.png")) elif (self.column_tf < 40.0) and (web_groove_weld == 'Yes'): - weld_path = './ResourceFiles/images/Moment_BP_weld_details_1-2.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_1-2.png")) elif self.column_tf > 40.0: - weld_path = './ResourceFiles/images/Moment_BP_weld_details_2.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_2.png")) width = 878 height = 565 elif self.connectivity == 'Welded Column Base': if self.weld_bp_groove == 'No': - weld_path = './ResourceFiles/images/BP_welded_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BP_welded_weld_details.png")) else: if self.column_tf < 40.0: - weld_path = './ResourceFiles/images/Welded_BP_single_bevel.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_single_bevel.png")) if self.column_tf >= 40.0: - weld_path = './ResourceFiles/images/Welded_BP_double_J.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_double_J.png")) else: - weld_path = './ResourceFiles/images/BP_welded_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BP_welded_weld_details.png")) width = 915 height = 545 @@ -1294,23 +1383,23 @@ def weld_details(self, flag): elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': if self.weld_bp_groove == 'Yes': - weld_path = './ResourceFiles/images/SHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_groove_weld_details.png")) else: - weld_path = './ResourceFiles/images/SHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_weld_details.png")) width = 890 height = 590 elif self.dp_column_designation[1:4] == 'RHS': if self.weld_bp_groove == 'Yes': - weld_path = './ResourceFiles/images/RHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_groove_weld_details.png")) else: - weld_path = './ResourceFiles/images/RHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_weld_details.png")) width = 880 height = 470 elif self.dp_column_designation[1:4] == 'CHS': if self.weld_bp_groove == 'Yes': - weld_path = './ResourceFiles/images/CHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_groove_weld_details.png")) else: - weld_path = './ResourceFiles/images/CHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_weld_details.png")) width = 785 height = 602 else: @@ -1327,151 +1416,151 @@ def weld_details(self, flag): return weld - def major_minor(self): - if self[0] in ['Moment Base Plate']: + def major_minor(self, arg): + if arg[0] in ['Moment Base Plate']: return True else: return False - def stiffener_flange(self): - if self[0] in ['Moment Base Plate']: + def stiffener_flange(self, arg): + if arg[0] in ['Moment Base Plate']: return False else: return True - def stiffener_alongweb(self): - if self[0] in ['Moment Base Plate']: + def stiffener_alongweb(self, arg): + if arg[0] in ['Moment Base Plate']: return False else: return True - def stiffener_acrossweb(self): - if self[0] in ['Moment Base Plate', 'Welded Column Base']: + def stiffener_acrossweb(self, arg): + if arg[0] in ['Moment Base Plate', 'Welded Column Base']: return False else: return True - def stiffener_hollow_cs(self): - if self[0] in ['Moment Base Plate', 'Welded Column Base']: + def stiffener_hollow_cs(self, arg): + if arg[0] in ['Moment Base Plate', 'Welded Column Base']: return True else: return False - def stiffener_chs_len(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_len(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_height(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_height(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_thk(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_thk(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_shear_demand(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_shear_demand(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_shear_capa(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_shear_capa(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_moment_demand(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_moment_demand(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def stiffener_chs_moment_capa(self): - if self[0] in ['Hollow/Tubular Column Base']: + def stiffener_chs_moment_capa(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def conn_axial_tension(self): - if self[0] == 'Moment Base Plate': + def conn_axial_tension(self, arg): + if arg[0] == 'Moment Base Plate': return True else: return False - def label_end_condition(self): - if self[0] in ['Moment Base Plate', 'Hollow/Tubular Column Base']: + def label_end_condition(self, arg): + if arg[0] in ['Moment Base Plate', 'Hollow/Tubular Column Base']: return 'Fixed' else: return 'Pinned' - def anchor_type_warning(self): + def anchor_type_warning(self, arg): - if self[0] in ['IS 5624-Type A', 'IS 5624-Type B']: + if arg[0] in ['IS 5624-Type A', 'IS 5624-Type B']: return True else: return False - def conn_weld_type(self): - # if self[0] in ['Welded+Bolted Column Base', 'Hollow/Tubular Column Base', 'Moment Base Plate']: + def conn_weld_type(self, arg): + # if arg[0] in ['Welded+Bolted Column Base', 'Hollow/Tubular Column Base', 'Moment Base Plate']: # return VALUES_WELD_TYPE # else: weld = [] weld.append(VALUES_WELD_TYPE[1]) return weld - def out_weld(self): + def out_weld(self, arg): - conn = self[0] + conn = arg[0] if conn == 'Groove Weld': return True else: return False - def out_anchor_tension(self): - if self[0] in ['Hollow/Tubular Column Base', 'Welded Column Base']: + def out_anchor_tension(self, arg): + if arg[0] in ['Hollow/Tubular Column Base', 'Welded Column Base']: return True else: return False - def in_anchor(self): - if self[0] in ['Hollow/Tubular Column Base']: + def in_anchor(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return True else: return False - def in_anchor_hollow(self): - if self[0] in ['Hollow/Tubular Column Base']: + def in_anchor_hollow(self, arg): + if arg[0] in ['Hollow/Tubular Column Base']: return False else: return True - def out_detail_projection(self): - if self[0] in ['Welded Column Base', 'Hollow/Tubular Column Base']: + def out_detail_projection(self, arg): + if arg[0] in ['Welded Column Base', 'Hollow/Tubular Column Base']: return False else: return True - def detailing_in(self): - if self[0] in ['Moment Base Plate', 'Welded Column Base']: + def detailing_in(self, arg): + if arg[0] in ['Moment Base Plate', 'Welded Column Base']: return False else: return True - def out_anchor_combined(self): - if self[0] != 'Welded Column Base': + def out_anchor_combined(self, arg): + if arg[0] != 'Welded Column Base': return True else: return False - def secsize_for_hollow(self): - if self[0] == 'Hollow/Tubular Column Base': + def secsize_for_hollow(self, arg): + if arg[0] == 'Hollow/Tubular Column Base': secsize = [] secsize.extend(connectdb("RHS")) secsize.extend(connectdb("SHS", call_type="popup")) @@ -1504,23 +1593,23 @@ def input_value_changed(self): t20 = ([KEY_CONN], KEY_WELD_TYPE, TYPE_COMBOBOX, self.conn_weld_type) lst.append(t20) - t12 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_FLANGE, TYPE_OUT_DOCK, self.out_weld) - lst.append(t12) + # t12 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_FLANGE, TYPE_OUT_DOCK, self.out_weld) + # lst.append(t12) - t13 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_FLANGE, TYPE_OUT_LABEL, self.out_weld) - lst.append(t13) + # t13 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_FLANGE, TYPE_OUT_LABEL, self.out_weld) + # lst.append(t13) - t14 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_WEB, TYPE_OUT_DOCK, self.out_weld) - lst.append(t14) + # t14 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_WEB, TYPE_OUT_DOCK, self.out_weld) + # lst.append(t14) - t15 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_WEB, TYPE_OUT_LABEL, self.out_weld) - lst.append(t15) + # t15 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_WEB, TYPE_OUT_LABEL, self.out_weld) + # lst.append(t15) - t16 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_DOCK, self.out_weld) - lst.append(t16) + # t16 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_DOCK, self.out_weld) + # lst.append(t16) - t17 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_LABEL, self.out_weld) - lst.append(t17) + # t17 = ([KEY_WELD_TYPE], KEY_OUT_WELD_SIZE_STIFFENER, TYPE_OUT_LABEL, self.out_weld) + # lst.append(t17) t8 = ([KEY_CONN], KEY_OUT_DETAILING_PROJECTION, TYPE_OUT_DOCK, self.out_detail_projection) lst.append(t8) @@ -1657,7 +1746,7 @@ def func_for_validation(self, design_dictionary): all_errors = [] self.design_status = False flag = False - option_list = self.input_values(self) + option_list = self.input_values() missing_fields_list = [] if design_dictionary[KEY_CONN] == 'Welded Column Base': design_dictionary[KEY_MOMENT_MAJOR] = 'Disabled' @@ -1678,7 +1767,7 @@ def func_for_validation(self, design_dictionary): missing_fields_list.append(option[1]) if len(missing_fields_list) > 0: - error = self.generate_missing_fields_error_string(self, missing_fields_list) + error = self.generate_missing_fields_error_string(missing_fields_list) all_errors.append(error) # flag = False else: @@ -1686,7 +1775,7 @@ def func_for_validation(self, design_dictionary): if flag: print(design_dictionary) - self.bp_parameters(self, design_dictionary) + self.bp_parameters(design_dictionary) else: return all_errors @@ -1872,11 +1961,11 @@ def tab_value_changed(self): return change_tab - def anchor_bolt_designation(self): + def anchor_bolt_designation(self, arg): - length = str(self[0]) - galvanized = str(self[1]) - input_dictionary = self[2] + length = str(arg[0]) + galvanized = str(arg[1]) + input_dictionary = arg[2] if not input_dictionary: d = '' else: @@ -1894,10 +1983,10 @@ def anchor_bolt_designation(self): KEY_DP_ANCHOR_BOLT_DESIGNATION_ICF: str(new_des)} return d - def anchor_length_validation(self): + def anchor_length_validation(self, arg): - length = str(self[0]) - status = self[2] + length = str(arg[0]) + status = arg[2] valid = True if length == "": return {"Validation": [valid, ""], KEY_DP_ANCHOR_BOLT_LENGTH_OCF: length, @@ -1913,9 +2002,9 @@ def anchor_length_validation(self): KEY_DP_ANCHOR_BOLT_LENGTH_ICF: str(length)} return d - def anchor_hole_type_validation(self): + def anchor_hole_type_validation(self, arg): - hole_type = str(self[0]) + hole_type = str(arg[0]) if hole_type == 'Standard': return {"Validation": [False, "Over-sized hole type for anchor is recommended by Osdag for Base Plate module."] @@ -2211,13 +2300,12 @@ def get_3d_components(self): return components def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Base Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + chkbox.setChecked(False) ui.commLogicObj.display_3DModel("Connector", bgcolor) def warn_text(self): @@ -2225,12 +2313,11 @@ def warn_text(self): """ Function to give logger warning when any old value is selected from beams and Beams table. """ - global logger red_list = red_list_function() if self.dp_column_designation in red_list or self.dp_column_designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") # set input values to perform design @@ -2467,17 +2554,17 @@ def bp_parameters(self, design_dictionary): self.design_status_list = [] self.load_status = True - self.bp_analyses_parameters(self) + self.bp_analyses_parameters() print('bp_analyses_parameters done') - self.bp_analyses(self) + self.bp_analyses() print('bp_analyses done') - self.anchor_bolt_design(self) + self.anchor_bolt_design() print('anchor_bolt_design done') - self.design_weld(self) + self.design_weld() print('design_weld done') - self.design_stiffeners(self) + self.design_stiffeners() print('design_stiffeners done') - self.additional_calculations(self) + self.additional_calculations() print('additional_calculations done') def bp_analyses_parameters(self): @@ -2494,7 +2581,7 @@ def bp_analyses_parameters(self): # the following list of anchor diameters are neglected due its practical non acceptance/unavailability - 'M8', 'M10', 'M12', 'M16' # 1.1: Anchor outside flange - self.anchor_dia_list_out = [int(a[-2:]) for a in self.anchor_dia_out] # list of anchor dia provided as input, (int) [20, 24, 30, ...] + self.anchor_dia_list_out = [int(a.lstrip('M')) for a in self.anchor_dia_out] # list of anchor dia provided as input, (int) [8, 20, 24, 30, ...] sort_bolt = filter(lambda x: 'M20' <= x <= self.anchor_dia_out[-1], self.anchor_dia_out) @@ -2508,7 +2595,7 @@ def bp_analyses_parameters(self): self.anchor_area_outside_flange = self.bolt_area(self.anchor_dia_provided_outside_flange) # list of areas [shank area, thread area] mm^2 # 1.2: Anchor inside flange - self.anchor_dia_list_in = [int(a[-2:]) for a in self.anchor_dia_in] # list of anchor dia provided as input, (int) [20, 24, 30, ...] + self.anchor_dia_list_in = [int(a.lstrip('M')) for a in self.anchor_dia_in] # list of anchor dia provided as input, (int) [8, 20, 24, 30, ...] sort_bolt = filter(lambda x: 'M20' <= x <= self.anchor_dia_in[-1], self.anchor_dia_in) @@ -2677,10 +2764,10 @@ def bp_analyses_parameters(self): if self.connectivity != 'Moment Base Plate': if self.load_axial_compression * 1e-3 < (0.3 * self.column_axial_capacity): - logger.warning("[Minimum Design Action] The defined value of axial compression ({} kN) is less than 0.3 times the capacity of the " + self.logger.warning("[Minimum Design Action] The defined value of axial compression ({} kN) is less than 0.3 times the capacity of the " "column section ({} kN) [Ref. Cl. 10.7, IS 800:2007]". format(self.load_axial_compression * 1e-3, round(0.3 * self.column_axial_capacity, 2))) - logger.info("Setting the value of axial compression equal to the minimum recommended value") + self.logger.info("Setting the value of axial compression equal to the minimum recommended value") self.load_axial_compression = round(0.3 * self.column_axial_capacity * 1e3, 2) # N @@ -2688,9 +2775,9 @@ def bp_analyses_parameters(self): self.design_status = False self.design_status_list.append(self.design_status) self.load_status = False - logger.warning("[Maximum Design Action] The defined value of axial compression ({} kN) is greater than the capacity of the column " + self.logger.warning("[Maximum Design Action] The defined value of axial compression ({} kN) is greater than the capacity of the column " "section ({} kN)".format(self.load_axial_compression * 1e-3, self.column_axial_capacity)) - logger.info("Setting the value of axial compression equal to the maximum capacity of the column section") + self.logger.info("Setting the value of axial compression equal to the maximum capacity of the column section") self.load_axial_compression = self.column_axial_capacity * 1e3 # N @@ -2702,9 +2789,9 @@ def bp_analyses_parameters(self): self.design_status = False self.design_status_list.append(self.design_status) self.load_status = False - logger.warning("The defined value of horizontal shear force is greater than the shear capacity of the column " + self.logger.warning("The defined value of horizontal shear force is greater than the shear capacity of the column " "section ({} kN)".format(self.column_shear_capacity)) - logger.info("Reduce the load and re-design") + self.logger.info("Reduce the load and re-design") # Interaction ratio check for loads if self.connectivity == 'Moment Base Plate': @@ -2718,16 +2805,16 @@ def bp_analyses_parameters(self): if self.IR_axial < 0.3 and self.IR_moment < 0.5: - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the column ({} kNm)".format(round(self.load_moment_major * 1e-6, 2), round(0.5 * self.M_dz * 1e-6, 2))) self.load_moment_major = round(0.5 * self.M_dz, 2) # Nmm self.load_axial_compression = round(0.3 * self.column_axial_capacity * 1e3, 2) # N - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to " "qualify the connection as rigid connection") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7") - logger.info("Designing the connection for a factored moment of {} kNm".format(round(self.load_moment_major * 1e-6, 2))) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(round(self.load_moment_major * 1e-6, 2))) elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: @@ -2738,14 +2825,14 @@ def bp_analyses_parameters(self): self.load_axial_compression = round(self.load_axial_compression, 2) # N - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the column ({} kNm)".format(round(2 * self.load_moment_major * 1e-6, 2), round(0.5 * self.M_dz * 1e-6, 2))) - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to " "qualify the connection as rigid connection") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7") - logger.info("Designing the connection for a factored moment of {} kNm".format(round(self.load_moment_major * 1e-6, 2))) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(round(self.load_moment_major * 1e-6, 2))) elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: @@ -2756,8 +2843,8 @@ def bp_analyses_parameters(self): self.load_moment_major = round(self.load_moment_major, 2) # Nmm - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7]") - logger.info("The value of axial force is set at {} kN, as per the minimum recommended value by Cl.10.7". + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7]") + self.logger.info("The value of axial force is set at {} kN, as per the minimum recommended value by Cl.10.7". format(round(0.3 * self.column_axial_capacity * 1e-3, 2))) else: self.load_axial_compression = round(self.load_axial_compression, 2) @@ -2772,21 +2859,21 @@ def bp_analyses_parameters(self): # Maximum moment check if self.load_moment_major > self.M_dz: - logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment " + self.logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment " "capacity of the column ({} kNm)".format(round(self.load_moment_major_report * 1e-6, 2), round(self.M_dz * 1e-6, 2))) - logger.warning("The maximum moment carrying capacity of the column is {} kNm".format(round(self.M_dz * 1e-6, 2))) - logger.info("Reduce the factored bending moment and re-design") + self.logger.warning("The maximum moment carrying capacity of the column is {} kNm".format(round(self.M_dz * 1e-6, 2))) + self.logger.info("Reduce the factored bending moment and re-design") # Maximum axial force check if self.load_axial_compression * 1e-3 > self.column_axial_capacity: - logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " + self.logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " "the column ({} kN)".format(round(self.load_axial_compression * 1e-3, 2), round(self.column_axial_capacity, 2))) self.load_axial_compression = self.column_axial_capacity * 1e3 # N - logger.warning("The maximum axial capacity of the beam is {} kN".format(round(self.column_axial_capacity, 2))) - logger.info("Reduce the factored axial force and re-design") + self.logger.warning("The maximum axial capacity of the beam is {} kN".format(round(self.column_axial_capacity, 2))) + self.logger.info("Reduce the factored axial force and re-design") if self.load_axial_compression <= 0: self.load_axial_compression = round(0.3 * self.column_axial_capacity * 1e3, 2) # N @@ -2795,22 +2882,22 @@ def bp_analyses_parameters(self): if self.load_moment_minor > 0: if self.load_moment_minor < (0.5 * self.M_dy): - logger.warning("[Minimum Moment] The external factored bending moment (acting along the minor (y-y) axis) is less than the " + self.logger.warning("[Minimum Moment] The external factored bending moment (acting along the minor (y-y) axis) is less than the " "minimum recommended design action effect [Reference: clause 10.7, IS 800:2007]") - logger.info("The minimum recommended design action effect for factored bending moment is 0.5 times the capacity of the column " + self.logger.info("The minimum recommended design action effect for factored bending moment is 0.5 times the capacity of the column " "(i.e. 0.5 X {}, kNm)".format(round(self.M_dy * 1e-6, 2))) self.load_moment_minor = round(0.5 * self.M_dy, 2) - logger.info("The value of factored bending moment (M y-y) is set to {} kNm".format(round(self.load_moment_minor * 1e-6, 2))) + self.logger.info("The value of factored bending moment (M y-y) is set to {} kNm".format(round(self.load_moment_minor * 1e-6, 2))) if self.load_moment_minor > self.M_dy: self.design_status = False self.design_status_list.append(self.design_status) self.load_status = False - logger.warning("[Maximum Moment] The external factored bending moment (acting along the major axis) is greater than the capacity of " + self.logger.warning("[Maximum Moment] The external factored bending moment (acting along the major axis) is greater than the capacity of " "the column section") - logger.info("The maximum moment is based on full capacity of the column") - logger.info("The value of factored bending moment is set to be equal to the maximum capacity of the column {} kNm". + self.logger.info("The maximum moment is based on full capacity of the column") + self.logger.info("The value of factored bending moment is set to be equal to the maximum capacity of the column {} kNm". format(round(self.M_dy * 1e-6, 2))) # 8: Design Parameters @@ -2858,10 +2945,10 @@ def bp_analyses(self): self.projection = round_up(self.projection_dr, 5) if self.projection <= 0 or self.end_distance_out: - logger.warning(": [Analysis Error] The value of the projection (c) as per the Effective Area Method is {} mm [Reference:" + self.logger.warning(": [Analysis Error] The value of the projection (c) as per the Effective Area Method is {} mm [Reference:" " Clause 7.4.1.1, IS 800: 2007]".format(self.projection)) - logger.warning(": [Analysis Error] The computed value of c should at least be equal to the end/edge distance") - logger.info(": [Analysis Error] Setting the value of c equal to end/edge distance") + self.logger.warning(": [Analysis Error] The computed value of c should at least be equal to the end/edge distance") + self.logger.info(": [Analysis Error] Setting the value of c equal to end/edge distance") self.projection = max(self.projection, self.end_distance_out) # projection should at-least be equal to the end distance @@ -2922,9 +3009,9 @@ def bp_analyses(self): if self.eccentricity_zz <= self.bp_length_min / 6: # Case 1 self.moment_bp_case = 'Case1' - logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) - logger.info("Eccentricity is less than {} mm (L/6)".format(round(self.bp_length_min / 6, 2))) - logger.info("Case 1: The base plate is purely under compression/bearing over it's length with no tension force acting on the anchor " + self.logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) + self.logger.info("Eccentricity is less than {} mm (L/6)".format(round(self.bp_length_min / 6, 2))) + self.logger.info("Case 1: The base plate is purely under compression/bearing over it's length with no tension force acting on the anchor " "bolts outside column flange on either side") # fixing length and width of the base plate @@ -2987,17 +3074,17 @@ def bp_analyses(self): if self.eccentricity_zz >= (self.bp_length_min / 3): # Case 3 self.moment_bp_case = 'Case3' - logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) - logger.info("Eccentricity is greater than {} (L/3) mm".format(round(self.bp_length_min / 3, 2))) - logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " + self.logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) + self.logger.info("Eccentricity is greater than {} (L/3) mm".format(round(self.bp_length_min / 3, 2))) + self.logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " "transferred through the anchor bolts outside column flange on the tension side") else: # (self.eccentricity_zz > (self.bp_length_min / 6)) or (self.eccentricity_zz < (self.bp_length_min / 3)) self.moment_bp_case = 'Case2' - logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) - logger.info("Eccentricity is greater than {} (L/6) mm but less than {} (L/3) mm".format(round(self.bp_length_min / 6, 2), + self.logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) + self.logger.info("Eccentricity is greater than {} (L/6) mm but less than {} (L/3) mm".format(round(self.bp_length_min / 6, 2), round(self.bp_length_min / 3, 2))) - logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " + self.logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " "being transferred through the anchor bolts outside column flange on the tension side") # fixing length and width of the base plate @@ -3078,9 +3165,9 @@ def bp_analyses(self): self.anchor_dia_provided_outside_flange = self.table1(i)[0] # updating the initialised anchor diameter if ((n + 1) >= len(self.anchor_dia_out)) and (self.anchors_outside_flange > 2): - logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 4 " + self.logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 4 " "anchor bolts of {} mm diameter".format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with 6 anchor bolts of same diameter") + self.logger.info("Re-designing the connection with 6 anchor bolts of same diameter") break else: check1 = 'N/A' @@ -3159,16 +3246,16 @@ def bp_analyses(self): if (0.85 * self.column_bf) < (2 * self.edge_distance_out): detailing_check = 'Fail' - logger.warning("[Detailing Check] The detailing checks are not satisfied with 6 anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with 6 anchor bolts of {} mm diameter". format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with 8 anchor bolts") + self.logger.info("Re-designing the connection with 8 anchor bolts") else: detailing_check = 'Pass' if ((n + 1) >= len(self.anchor_dia_out)) and (self.anchors_outside_flange > 3): - logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 6 " + self.logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 6 " "anchor bolts of higher diameter and grade combination") - logger.info("Re-designing the connection with 8 anchor bolts") + self.logger.info("Re-designing the connection with 8 anchor bolts") break else: check2 = 'N/A' @@ -3215,9 +3302,9 @@ def bp_analyses(self): self.anchor_dia_provided_outside_flange = self.table1(i)[0] # updating the initialised anchor diameter if ((n + 1) >= len(self.anchor_dia_out)) and (self.anchors_outside_flange > 4): - logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 8 " + self.logger.warning("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 8 " "anchor bolts of {} mm diameter".format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with 12 anchor bolts of same diameter") + self.logger.info("Re-designing the connection with 12 anchor bolts of same diameter") break else: check3 = 'N/A' @@ -3253,9 +3340,9 @@ def bp_analyses(self): if (0.85 * self.column_bf) < (2 * self.edge_distance_out): detailing_check = 'Fail' - logger.warning("[Detailing Check] The detailing checks are not satisfied with 12 anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with 12 anchor bolts of {} mm diameter". format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with 12 anchor bolts of higher diameter") + self.logger.info("Re-designing the connection with 12 anchor bolts of higher diameter") else: detailing_check = 'Pass' @@ -3299,32 +3386,32 @@ def bp_analyses(self): if (0.85 * self.column_bf) < (2 * self.edge_distance_out): detailing_check = 'Fail' self.safe = False - logger.warning("[Detailing Check] The detailing checks are not satisfied with 12 anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with 12 anchor bolts of {} mm diameter". format(self.anchor_dia_provided_outside_flange)) - logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " + self.logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " "anchor bolts of higher diameter and grade combination") - logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") - logger.info("Cannot compute") + self.logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") + self.logger.info("Cannot compute") else: detailing_check = 'Pass' if ((n + 1) >= len(self.anchor_dia_out)) and (self.anchors_outside_flange > 6): self.safe = False - logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " + self.logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " "anchor bolts of higher diameter and grade combination") - logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") - logger.info("Cannot compute") + self.logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") + self.logger.info("Cannot compute") break else: check4 = 'N/A' if self.anchors_outside_flange > 6: self.design_status_anchors_outside = False - logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " + self.logger.error("[Anchor Bolt] The design of anchor bolts for resisting tension/uplift force is not satisfied with 12 " "anchor bolts of higher diameter and grade combination") - logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") - logger.info("Cannot compute") + self.logger.info("Provision for design with more than 12 anchor bolts is not available in this version of Osdag") + self.logger.info("Cannot compute") else: # updating the end/edge and pitch/gauge distance (if the anchor diameter or numbers is improvised in the above loop(s)) self.end_distance_out = self.cl_10_2_4_2_min_edge_end_dist(self.anchor_dia_provided_outside_flange, self.dp_anchor_hole_out, @@ -3584,11 +3671,11 @@ def bp_analyses(self): if ((self.anchor_dia_provided_outside_flange == 72) and (self.max_bearing_stress > self.bearing_strength_concrete)) or \ ((n > itr) and (self.max_bearing_stress > self.bearing_strength_concrete)): bearing_stress_check = 'Fail' - logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " + self.logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " "than the allowable bearing strength of the concrete ({} N/mm2)".format(round(self.max_bearing_stress, 3), round(self.bearing_strength_concrete, 3))) - logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) - logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") + self.logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) + self.logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") self.anchor_dia_provided_outside_flange = self.anchor_dia_list_out[0] # initialise with least dia for next iteration self.anchors_outside_flange = 3 # increase number of bolts if check with 2 bolts fails @@ -3834,11 +3921,11 @@ def bp_analyses(self): if ((self.anchor_dia_provided_outside_flange == 72) and (self.max_bearing_stress > self.bearing_strength_concrete)) or \ ((n > itr) and (self.max_bearing_stress > self.bearing_strength_concrete)): bearing_stress_check = 'Fail' - logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " + self.logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " "than the allowable bearing strength of the concrete ({} N/mm2)".format(round(self.max_bearing_stress, 3), round(self.bearing_strength_concrete, 3))) - logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) - logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") + self.logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) + self.logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") self.anchor_dia_provided_outside_flange = self.anchor_dia_list_out[0] # initialise with least dia for next iteration self.anchors_outside_flange = 4 # increase number of bolts if check fails @@ -3967,9 +4054,9 @@ def bp_analyses(self): if (0.85 * self.column_bf) < (2 * self.edge_distance_out): self.safe = False - logger.warning("[Detailing Check] The detailing checks are not satisfied with anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with anchor bolts of {} mm diameter". format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with lesser anchor bolts of higher diameter and grade combination") + self.logger.info("Re-designing the connection with lesser anchor bolts of higher diameter and grade combination") # Third iteration if (self.anchors_outside_flange == 4) and (bearing_stress_check == 'Fail'): @@ -4145,11 +4232,11 @@ def bp_analyses(self): if ((self.anchor_dia_provided_outside_flange == 72) and (self.max_bearing_stress > self.bearing_strength_concrete)) or \ ((n > itr) and (self.max_bearing_stress > self.bearing_strength_concrete)): bearing_stress_check = 'Fail' - logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " + self.logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " "than the allowable bearing strength of the concrete ({} N/mm2)".format(round(self.max_bearing_stress, 3), round(self.bearing_strength_concrete, 3))) - logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) - logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") + self.logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) + self.logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") self.anchor_dia_provided_outside_flange = self.anchor_dia_list_out[0] # initialise with least dia for next iteration self.anchors_outside_flange = 6 # increase number of bolts if check fails @@ -4437,11 +4524,11 @@ def bp_analyses(self): if ((self.anchor_dia_provided_outside_flange == 72) and (self.max_bearing_stress > self.bearing_strength_concrete)) or \ ((n > itr) and (self.max_bearing_stress > self.bearing_strength_concrete)): bearing_stress_check = 'Fail' - logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " + self.logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " "than the allowable bearing strength of the concrete ({} N/mm2)".format(round(self.max_bearing_stress, 3), round(self.bearing_strength_concrete, 3))) - logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) - logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") + self.logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) + self.logger.info("Re-designing the connection with more or higher diameter anchor bolts to reduce the bearing stress") self.anchor_dia_provided_outside_flange = self.anchor_dia_list_out[0] # initialise with least dia for next iteration self.anchors_outside_flange = 8 @@ -4569,18 +4656,18 @@ def bp_analyses(self): if (0.85 * self.column_bf) < (2 * self.edge_distance_out): self.safe = False - logger.warning("[Detailing Check] The detailing checks are not satisfied with anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with anchor bolts of {} mm diameter". format(self.anchor_dia_provided_outside_flange)) - logger.info("Re-designing the connection with lesser anchor bolts of higher diameter and grade combination") + self.logger.info("Re-designing the connection with lesser anchor bolts of higher diameter and grade combination") # maximum allowed bolts is 6 if (self.anchors_outside_flange >= 8) and (bearing_stress_check == 'Fail'): self.safe = False - logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " + self.logger.warning("[Concrete Bearing Check] The compressive stress on the concrete footing/pedestal ({} N/mm2) is greater " "than the allowable bearing strength of the concrete ({} N/mm2)".format(round(self.max_bearing_stress, 3), round(self.bearing_strength_concrete, 3))) - # logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) - logger.info("Provide a higher grade of concrete and re-design") + # self.logger.info("The check fails with {} numbers of anchors".format(2 * self.anchors_outside_flange)) + self.logger.info("Provide a higher grade of concrete and re-design") # optimise bolt diameter based on passed bearing check # anchor_dia_init = self.anchor_dia_provided_outside_flange @@ -4762,17 +4849,17 @@ def bp_analyses(self): if self.eccentricity_zz >= (self.bp_length_min / 3): # Case 3 self.moment_bp_case = 'Case3' - logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) - logger.info("Eccentricity is greater than {} (L/3) mm".format(round(self.bp_length_min / 3, 2))) - logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " + self.logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) + self.logger.info("Eccentricity is greater than {} (L/3) mm".format(round(self.bp_length_min / 3, 2))) + self.logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " "transferred through the anchor bolts outside column flange on the tension side") else: # (self.eccentricity_zz > (self.bp_length_min / 6)) or (self.eccentricity_zz < (self.bp_length_min / 3)) self.moment_bp_case = 'Case2' - logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) - logger.info("Eccentricity is greater than {} (L/6) mm but less than {} (L/3) mm".format(round(self.bp_length_min / 6, 2), + self.logger.info("[Base Plate Type] The value of eccentricity about the major axis is {} mm".format(round_down(self.eccentricity_zz, 2))) + self.logger.info("Eccentricity is greater than {} (L/6) mm but less than {} (L/3) mm".format(round(self.bp_length_min / 6, 2), round(self.bp_length_min / 3, 2))) - logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " + self.logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " "being transferred through the anchor bolts outside column flange on the tension side") self.n = 2 * 10 ** 5 / (5000 * math.sqrt(self.cl_7_4_1_bearing_strength_concrete(self.footing_grade) / 0.45)) @@ -4807,23 +4894,23 @@ def bp_analyses(self): if self.eccentricity_yy <= (self.bp_width_provided / 6): # Case 1 self.moment_bp_case_yy = 'Case1' - logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) - logger.info("Eccentricity is less than {} mm (W/6)".format(round(self.bp_width_provided / 6, 2))) - logger.info("Case 1: The base plate is purely under compression/bearing over it's width, thus there is no requirement of anchor " + self.logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) + self.logger.info("Eccentricity is less than {} mm (W/6)".format(round(self.bp_width_provided / 6, 2))) + self.logger.info("Case 1: The base plate is purely under compression/bearing over it's width, thus there is no requirement of anchor " "bolts along the width of the column section") else: if self.eccentricity_yy >= (self.bp_width_provided / 3): # Case 3 self.moment_bp_case_yy = 'Case3' - logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) - logger.info("Eccentricity is greater than {} (W/3) mm".format(round(self.bp_width_provided / 3, 2))) - logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " + self.logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) + self.logger.info("Eccentricity is greater than {} (W/3) mm".format(round(self.bp_width_provided / 3, 2))) + self.logger.info("Case 3: A smaller part of the base plate is under pure compression/bearing with a large tension/uplift force being " "transferred through the anchor bolts required to be placed along the minor axis of the column section") else: self.moment_bp_case_yy = 'Case2' - logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) - logger.info("Eccentricity is greater than {} (W/6) mm but less than {} (W/3) mm".format(round(self.bp_width_provided / 6, 2), + self.logger.info("[Minor Axis Moment] The value of eccentricity about the minor axis is {} mm".format(round_down(self.eccentricity_yy, 2))) + self.logger.info("Eccentricity is greater than {} (W/6) mm but less than {} (W/3) mm".format(round(self.bp_width_provided / 6, 2), round(self.bp_width_provided / 3, 2))) - logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " + self.logger.info("Case 2: A larger part of the base plate is under compression/bearing with a small to moderate tension/uplift force " "being transferred through the anchor bolts required to be placed along the minor axis of the column section") # assign appropriate plate thickness according to available sizes in the marked @@ -4846,9 +4933,9 @@ def bp_analyses(self): # check for maximum plate thickness if self.plate_thk_provided > self.standard_plate_thk[-1]: self.safe = False - logger.error("[Plate Thickness] The thickness of the base plate exceeds the maximum available/allowable thickness of {} mm". + self.logger.error("[Plate Thickness] The thickness of the base plate exceeds the maximum available/allowable thickness of {} mm". format(self.standard_plate_thk[-1])) - logger.info("If a plate of higher thickness(es) is available, update it into the Osdag data base and re-design the connection") + self.logger.info("If a plate of higher thickness(es) is available, update it into the Osdag data base and re-design the connection") # plate moment capacity if self.connectivity == 'Moment Base Plate': @@ -4908,36 +4995,36 @@ def anchor_bolt_design(self): if self.load_shear_major > self.shear_resistance: self.shear_key_along_ColDepth = 'Yes' - logger.warning("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " + self.logger.warning("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " "the grout/concrete material is {} kN".format(self.shear_resistance * 1e-3)) - logger.warning("The horizontal shear force - {} kN, exceeds the shear resistance of the base plate". + self.logger.warning("The horizontal shear force - {} kN, exceeds the shear resistance of the base plate". format(self.load_shear_major * 1e-3)) - logger.info("Providing shear key to resist additional shear") + self.logger.info("Providing shear key to resist additional shear") else: self.shear_key_along_ColDepth = 'No' - logger.info("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " + self.logger.info("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " "the grout/concrete material is {} kN".format(self.shear_resistance * 1e-3)) - logger.info("The horizontal shear force - {} kN, is less than the shear resistance of the base plate". + self.logger.info("The horizontal shear force - {} kN, is less than the shear resistance of the base plate". format(self.load_shear_major * 1e-3)) - logger.info("Shear key is not required") + self.logger.info("Shear key is not required") if self.load_shear_minor > self.shear_resistance: self.shear_key_along_ColWidth = 'Yes' - logger.warning("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " + self.logger.warning("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " "the grout/concrete material is {} kN".format(self.shear_resistance * 1e-3)) - logger.warning("The horizontal shear force - {} kN, exceeds the shear resistance of the base plate". + self.logger.warning("The horizontal shear force - {} kN, exceeds the shear resistance of the base plate". format(self.load_shear_major * 1e-3)) - logger.info("Providing shear key to resist additional shear") + self.logger.info("Providing shear key to resist additional shear") else: self.shear_key_along_ColWidth = 'No' - logger.info("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " + self.logger.info("[Design for Shear] The shear resistance of the base plate assembly due to the friction between the base plate and " "the grout/concrete material is {} kN".format(self.shear_resistance * 1e-3)) - logger.info("The horizontal shear force - {} kN, is less than the shear resistance of the base plate". + self.logger.info("The horizontal shear force - {} kN, is less than the shear resistance of the base plate". format(self.load_shear_major * 1e-3)) - logger.info("Shear key is not required") + self.logger.info("Shear key is not required") # shear key design @@ -4995,11 +5082,11 @@ def anchor_bolt_design(self): self.shear_key_stress_ColDepth = round(self.shear_key_stress_ColDepth, 2) self.shear_key_design_status = False self.safe = False - logger.warning("[Shear Key] The aspect ratio of the shear key (depth/length) exceeds 1/2, horizontal shear force (along the " + self.logger.warning("[Shear Key] The aspect ratio of the shear key (depth/length) exceeds 1/2, horizontal shear force (along the " "major axis) is very high") - logger.warning("The aspect ratio of the key is restricted to keep a check on the thickness of the key and prevent failure of the " + self.logger.warning("The aspect ratio of the key is restricted to keep a check on the thickness of the key and prevent failure of the " "base plate due to bending") - logger.info("Osdag suggests to design the connection with embedded base plate") + self.logger.info("Osdag suggests to design the connection with embedded base plate") else: # checking shear key thk @@ -5100,12 +5187,12 @@ def anchor_bolt_design(self): self.shear_key_design_status = False self.safe = False - logger.warning("[Shear Key] The aspect ratio of the shear key (depth/length) exceeds 1/2, horizontal shear force (along " + self.logger.warning("[Shear Key] The aspect ratio of the shear key (depth/length) exceeds 1/2, horizontal shear force (along " "the minor axis) is very high") - logger.warning( + self.logger.warning( "The aspect ratio of the key is restricted to keep a check on the thickness of the key and prevent failure of the " "base plate due to bending") - logger.info("Osdag suggets to design the connection with embedded base plate") + self.logger.info("Osdag suggets to design the connection with embedded base plate") else: # checking shear key thk @@ -5204,9 +5291,9 @@ def anchor_bolt_design(self): self.edge_distance_in = self.end_distance_in if self.end_distance_in > end_available: - logger.warning("[Detailing Check] The detailing checks are not satisfied with 2 anchor bolts of {} mm diameter". + self.logger.warning("[Detailing Check] The detailing checks are not satisfied with 2 anchor bolts of {} mm diameter". format(self.anchor_dia_inside_flange)) - logger.info("Re-designing the connection with anchor bolts of higher diameter and grade combination") + self.logger.info("Re-designing the connection with anchor bolts of higher diameter and grade combination") self.anchors_inside_flange = 4 # tension demand @@ -5276,7 +5363,7 @@ def anchor_bolt_design(self): self.anchor_length_provided_in = self.anchor_length_min_in # mm self.anchor_length_provided_in_report = self.anchor_length_min_in - logger.info("[Anchor Bolt Length] The length of the anchor bolt is computed assuming the anchor bolt is casted in-situ" + self.logger.info("[Anchor Bolt Length] The length of the anchor bolt is computed assuming the anchor bolt is casted in-situ" " during the erection of the column.") # updating anchor length (adding the length above the concrete pedestal) @@ -5323,41 +5410,41 @@ def anchor_bolt_design(self): # length check if self.anchor_len_below_footing_out < self.anchor_length_min_out: - logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is less than the minimum recommended value") - logger.info("[Anchor Bolt Length] The minimum length of the anchor recommended is {}".format(self.anchor_length_min_out)) - logger.info("[Anchor Bolt Length] Updating length of anchor bolt to minimum required value") + self.logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is less than the minimum recommended value") + self.logger.info("[Anchor Bolt Length] The minimum length of the anchor recommended is {}".format(self.anchor_length_min_out)) + self.logger.info("[Anchor Bolt Length] Updating length of anchor bolt to minimum required value") elif self.anchor_len_below_footing_out > self.anchor_length_max_out: - logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is greater than the maximum recommended value") - logger.info("[Anchor Bolt Length] The maximum length of the anchor recommended is {}".format(self.anchor_length_max_out)) - logger.info("[Anchor Bolt Length] Restricting the length of the anchor bolt within the maximum allowed value") + self.logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is greater than the maximum recommended value") + self.logger.info("[Anchor Bolt Length] The maximum length of the anchor recommended is {}".format(self.anchor_length_max_out)) + self.logger.info("[Anchor Bolt Length] Restricting the length of the anchor bolt within the maximum allowed value") else: - logger.info("[Anchor Bolt Length] The recommended range for the length of the anchor bolt of thread size {} mm is as follows:" + self.logger.info("[Anchor Bolt Length] The recommended range for the length of the anchor bolt of thread size {} mm is as follows:" .format(self.anchor_dia_outside_flange)) - logger.info("[Anchor Bolt Length] Minimum length = {} mm, Maximum length = {} mm." + self.logger.info("[Anchor Bolt Length] Minimum length = {} mm, Maximum length = {} mm." .format(self.anchor_length_min_out, self.anchor_length_max_out)) - logger.info("[Anchor Bolt Length] The provided length of the anchor bolt is {} mm".format(self.anchor_length_provided_out)) - logger.info("[Anchor Bolt] Designer/Erector should provide adequate anchorage depending on the availability " + self.logger.info("[Anchor Bolt Length] The provided length of the anchor bolt is {} mm".format(self.anchor_length_provided_out)) + self.logger.info("[Anchor Bolt] Designer/Erector should provide adequate anchorage depending on the availability " "of standard lengths and sizes, satisfying the recommended range") - logger.info("[Anchor Bolt Length] Reference: IS 5624:1993, Table 1") + self.logger.info("[Anchor Bolt Length] Reference: IS 5624:1993, Table 1") if (self.load_axial_tension > 0) or (self.load_moment_minor > 0): if self.anchor_len_below_footing_in < self.anchor_length_min_in: - logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is less than the minimum recommended value") - logger.info("[Anchor Bolt Length] The minimum length of the anchor recommended is {}".format(self.anchor_length_min_in)) - logger.info("[Anchor Bolt Length] Updating length of anchor bolt to minimum required value") + self.logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is less than the minimum recommended value") + self.logger.info("[Anchor Bolt Length] The minimum length of the anchor recommended is {}".format(self.anchor_length_min_in)) + self.logger.info("[Anchor Bolt Length] Updating length of anchor bolt to minimum required value") elif self.anchor_len_below_footing_in > self.anchor_length_max_in: - logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is greater than the maximum recommended value") - logger.info("[Anchor Bolt Length] The maximum length of the anchor recommended is {}".format(self.anchor_length_max_in)) - logger.info("[Anchor Bolt Length] Restricting the length of the anchor bolt within the maximum allowed value") + self.logger.error("[Anchor Bolt Length] The length of the anchor bolt computed is greater than the maximum recommended value") + self.logger.info("[Anchor Bolt Length] The maximum length of the anchor recommended is {}".format(self.anchor_length_max_in)) + self.logger.info("[Anchor Bolt Length] Restricting the length of the anchor bolt within the maximum allowed value") else: - logger.info("[Anchor Bolt Length] The recommended range for the length of the anchor bolt of thread size {} mm is as follows:" + self.logger.info("[Anchor Bolt Length] The recommended range for the length of the anchor bolt of thread size {} mm is as follows:" .format(self.anchor_dia_inside_flange)) - logger.info("[Anchor Bolt Length] Minimum length = {} mm, Maximum length = {} mm." + self.logger.info("[Anchor Bolt Length] Minimum length = {} mm, Maximum length = {} mm." .format(self.anchor_length_min_in, self.anchor_length_max_in)) - logger.info("[Anchor Bolt Length] The provided length of the anchor bolt is {} mm".format(self.anchor_length_provided_in)) - logger.info("[Anchor Bolt] Designer/Erector should provide adequate anchorage depending on the availability " + self.logger.info("[Anchor Bolt Length] The provided length of the anchor bolt is {} mm".format(self.anchor_length_provided_in)) + self.logger.info("[Anchor Bolt] Designer/Erector should provide adequate anchorage depending on the availability " "of standard lengths and sizes, satisfying the recommended range") - logger.info("[Anchor Bolt Length] Reference: IS 5624:1993, Table 1") + self.logger.info("[Anchor Bolt Length] Reference: IS 5624:1993, Table 1") def design_weld(self): """ design weld for the base plate and stiffeners @@ -5509,7 +5596,7 @@ def design_weld(self): if self.weld_size_web > self.weld_size_web_max: self.design_status = False - logger.info("Cannot design with fillet wed, use groove weld,load is very high") + self.logger.info("Cannot design with fillet wed, use groove weld,load is very high") else: self.design_status = False # TODO: add log messages @@ -5713,10 +5800,10 @@ def design_stiffeners(self): self.stiffener_along_D = 'Yes' else: self.stiffener_along_D = 'Yes' - logger.info("[Section Classification] The CHS subjected to purely axial load is classified as plastic section " + self.logger.info("[Section Classification] The CHS subjected to purely axial load is classified as plastic section " "[Ref. Table 2, IS 800:2007]") - logger.info("The column does not require additional stiffening") - logger.info("Providing stiffeners to resist the bending of the base plate due to the bearing stress") + self.logger.info("The column does not require additional stiffening") + self.logger.info("Providing stiffeners to resist the bending of the base plate due to the bearing stress") if (self.connectivity == 'Moment Base Plate') and (self.load_moment_minor > 0): self.stiffener_across_web = 'Yes' @@ -5916,10 +6003,10 @@ def design_stiffeners(self): # checks if self.shear_on_stiffener_along_flange > (0.6 * self.shear_capa_stiffener_along_flange): - logger.warning("[Shear Check - Stiffener] The stiffener along the flange fails the shear check") - logger.warning(" The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". + self.logger.warning("[Shear Check - Stiffener] The stiffener along the flange fails the shear check") + self.logger.warning(" The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". format(round(self.shear_on_stiffener_along_flange, 2), round(0.6 * self.shear_capa_stiffener_along_flange, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") n = 1 while self.shear_on_stiffener_along_flange > (0.6 * self.shear_capa_stiffener_along_flange): @@ -5946,10 +6033,10 @@ def design_stiffeners(self): self.moment_capa_stiffener_along_flange = round((self.moment_capa_stiffener_along_flange * 10 ** -6), 3) # kNm if self.moment_on_stiffener_along_flange > self.moment_capa_stiffener_along_flange: - logger.warning("[Moment Check - Stiffener] The stiffener along the flange fails the moment check") - logger.warning("The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". + self.logger.warning("[Moment Check - Stiffener] The stiffener along the flange fails the moment check") + self.logger.warning("The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". format(round(self.moment_on_stiffener_along_flange, 2), round(self.moment_capa_stiffener_along_flange, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") n = 1 while self.moment_on_stiffener_along_flange > self.moment_capa_stiffener_along_flange: @@ -6047,10 +6134,10 @@ def design_stiffeners(self): # checks if self.shear_on_stiffener_along_web > (0.6 * self.shear_capa_stiffener_along_web): - logger.warning("[Shear Check - Stiffener] The stiffener along the web fails the shear check") - logger.warning("The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". + self.logger.warning("[Shear Check - Stiffener] The stiffener along the web fails the shear check") + self.logger.warning("The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". format(round(self.shear_on_stiffener_along_web, 2), round(0.6 * self.shear_capa_stiffener_along_web, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") n = 1 while self.shear_on_stiffener_along_web > (0.6 * self.shear_capa_stiffener_along_web): @@ -6076,10 +6163,10 @@ def design_stiffeners(self): self.moment_capa_stiffener_along_web = round((self.moment_capa_stiffener_along_web * 10 ** -6), 3) # kNm if self.moment_on_stiffener_along_web > self.moment_capa_stiffener_along_web: - logger.warning("[Moment Check - Stiffener] The stiffener along the flange fails the moment check") - logger.warning("[Moment Check - Stiffener] The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". + self.logger.warning("[Moment Check - Stiffener] The stiffener along the flange fails the moment check") + self.logger.warning("[Moment Check - Stiffener] The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". format(round(self.moment_on_stiffener_along_web, 2), round(self.moment_capa_stiffener_along_web, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") n = 1 while self.moment_on_stiffener_along_web > self.moment_capa_stiffener_along_web: @@ -6166,8 +6253,8 @@ def design_stiffeners(self): # f_e = math.sqrt(f_a ** 2 + (3 * q ** 2)) # MPa # # if f_e > ((min(self.dp_column_fu, self.dp_weld_fu_overwrite)) / (math.sqrt(3) * self.gamma_mw)): - # logger.warning("The weld fails in the comb check") - # logger.info("Updating the weld size") + # self.logger.warning("The weld fails in the comb check") + # self.logger.info("Updating the weld size") # else: # pass # @@ -6181,8 +6268,8 @@ def design_stiffeners(self): # # if f_e > ((min(self.dp_column_fu, self.dp_weld_fu_overwrite)) / (math.sqrt(3) * self.gamma_mw)): # self.safe = False - # logger.warning("The weld fails in the comb check") - # logger.info("Updating the weld size") + # self.logger.warning("The weld fails in the comb check") + # self.logger.info("Updating the weld size") # else: # pass # @@ -6202,8 +6289,8 @@ def design_stiffeners(self): # break # # if self.weld_size_stiffener <= 0: - # logger.error("The weld fails in combined stress check") - # logger.info("Cannot design with fillet weld. Provide groove weld") + # self.logger.error("The weld fails in combined stress check") + # self.logger.info("Cannot design with fillet weld. Provide groove weld") # # else: # # choosing maximum force and minimum length and height combination for a conservative weld size @@ -6221,8 +6308,8 @@ def design_stiffeners(self): # self.weld_size_stiffener = i # # if n > len(weld_list): - # logger.warning("The max weld size is ") - # logger.error("Cannot compute weld size. Provide groove weld") + # self.logger.warning("The max weld size is ") + # self.logger.error("Cannot compute weld size. Provide groove weld") # break elif self.connectivity == 'Hollow/Tubular Column Base': @@ -6280,10 +6367,10 @@ def design_stiffeners(self): # checks if self.shear_on_stiffener > (0.6 * self.shear_capa_stiffener): - logger.warning("[Shear Check - Stiffener] The stiffener fails the shear check") - logger.warning("The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". + self.logger.warning("[Shear Check - Stiffener] The stiffener fails the shear check") + self.logger.warning("The shear demand on the stiffener ({} kN) exceeds 60% of it's capacity ({} kN)". format(round(self.shear_on_stiffener, 2), round(0.6 * self.shear_capa_stiffener, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against shear demand") n = 1 while self.shear_on_stiffener > (0.6 * self.shear_capa_stiffener): @@ -6315,10 +6402,10 @@ def design_stiffeners(self): self.moment_capa_stiffener = round((self.moment_capa_stiffener * 10 ** -6), 3) # kNm if self.moment_on_stiffener > self.moment_capa_stiffener: - logger.warning("[Moment Check - Stiffener] The stiffener fails the moment check") - logger.warning("The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". + self.logger.warning("[Moment Check - Stiffener] The stiffener fails the moment check") + self.logger.warning("The moment demand on the stiffener ({} kNm) exceeds it's capacity ({} kNm)". format(round(self.moment_on_stiffener, 2), round(self.moment_capa_stiffener, 2))) - logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") + self.logger.info("Increasing the thickness of the stiffener and re-checking against moment demand") n = 1 while self.moment_on_stiffener > self.moment_capa_stiffener: @@ -6473,9 +6560,9 @@ def additional_calculations(self): if n == itr: # if 4 bolts with highest diameter is not sufficient # self.safe = False # TODO: give log errors - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts with the highest " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts with the highest " "trial diameter and grade") - logger.error("Re-designing the connection with 8 anchor bolts") + self.logger.error("Re-designing the connection with 8 anchor bolts") break # detailing checks for the above case @@ -6497,9 +6584,9 @@ def additional_calculations(self): self.edge_distance_in = self.end_distance_in if (self.anchors_inside_flange > 4) or (self.end_distance_in > end_available): - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts with the highest " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts with the highest " "trial diameter and grade or fails to satisfy the detailing criteria") - logger.error("Re-designing the connection with 8 anchor bolts") + self.logger.error("Re-designing the connection with 8 anchor bolts") self.anchors_inside_flange = 8 # minimum 8 bolts with a smaller diameter self.anchor_dia_inside_flange = 20 # trying with (least) 20mm anchor dia @@ -6543,10 +6630,10 @@ def additional_calculations(self): if n == itr: # if 8 bolts with highest diameter is not sufficient self.safe = False - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor bolts with the " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor bolts with the " "highest trial diameter and grade or fails to satisfy the detailing criteria") - logger.error("Design for anchor bolts greater than 8 in numbers is not available in this version of Osdag") - logger.error("Cannot compute") + self.logger.error("Design for anchor bolts greater than 8 in numbers is not available in this version of Osdag") + self.logger.error("Cannot compute") break # detailing checks @@ -6574,16 +6661,16 @@ def additional_calculations(self): if self.end_distance_in > end_available: self.safe = False - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor bolts with the " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor bolts with the " "highest trial diameter and grade or fails to satisfy the detailing criteria") - logger.error("Design for anchor bolts greater than 8 in numbers is not available in this version of Osdag") - logger.error("Cannot compute") + self.logger.error("Design for anchor bolts greater than 8 in numbers is not available in this version of Osdag") + self.logger.error("Cannot compute") # case where stiffeners are not required across the column web, try with 2 bolts else: if self.anchors_inside_flange > 2: - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts") - logger.error("Re-designing the connection with 2 anchor bolts of higher diameter or grade combination") + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts") + self.logger.error("Re-designing the connection with 2 anchor bolts of higher diameter or grade combination") # if the number of bolts exceeds 2 in number, provide a higher diameter of bolt from the given list of anchor diameters n = 1 @@ -6621,17 +6708,17 @@ def additional_calculations(self): if self.end_distance_in > end_available: self.anchors_inside_flange = 4 - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts of highest diameter" + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts of highest diameter" "and grade combination") - logger.error("Re-designing the connection with 4 anchor bolts") + self.logger.error("Re-designing the connection with 4 anchor bolts") # if ((n - 1) >= len(bolt_list)) and (self.anchors_inside_flange > 2): # if (self.anchor_dia_inside_flange == 72) and (self.anchors_inside_flange > 2): if (n == itr) and (self.anchors_inside_flange > 2): # try with 4 bolts if 2 is not sufficient with the highest diameter - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts of highest diameter" + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 2 anchor bolts of highest diameter" "and grade combination") - logger.error("Re-designing the connection with 4 anchor bolts") + self.logger.error("Re-designing the connection with 4 anchor bolts") self.anchor_dia_inside_flange = 20 self.anchor_area_inside_flange = self.bolt_area(self.anchor_dia_inside_flange) @@ -6665,15 +6752,15 @@ def additional_calculations(self): if (self.end_distance_in > end_available) or (self.pitch_distance_in > pitch_available): # self.safe = False - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts or fails to " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts or fails to " "satisfy the detailing criteria") - logger.error("Re-designing the connection with 4 anchor bolts of higher diameter and grade combination") + self.logger.error("Re-designing the connection with 4 anchor bolts of higher diameter and grade combination") if self.anchors_inside_flange > 4: # if the number of bolts exceeds 4, provide a higher diameter of bolt from the given list of anchor diameters - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts of 20 mm diameter " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts of 20 mm diameter " "or fails to satisfy the detailing criteria") - logger.error("Re-designing the connection with 4 anchor bolts of higher diameter and grade combination") + self.logger.error("Re-designing the connection with 4 anchor bolts of higher diameter and grade combination") n = 1 while self.anchors_inside_flange > 4: # trying for 4 bolts with higher diameter @@ -6719,9 +6806,9 @@ def additional_calculations(self): pitch_available = self.column_D - (2 * self.column_tf) - (2 * self.end_distance_in) if (self.end_distance_in > end_available) or (self.pitch_distance_in > pitch_available): - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts or " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts or " "fails to satisfy the detailing criteria") - logger.error("Re-designing the connection with 8 anchor bolts") + self.logger.error("Re-designing the connection with 8 anchor bolts") self.anchors_inside_flange = 8 # trying with 8 bolts as detailing check fails itr = n @@ -6732,9 +6819,9 @@ def additional_calculations(self): if (n == itr) and (self.anchors_inside_flange > 4): # if 4 bolts with highest diameter is not sufficient # self.safe = False - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts of" + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 4 anchor bolts of" " highest diameter or fails to satisfy the detailing criteria") - logger.error("Re-designing the connection with 8 anchor bolts") + self.logger.error("Re-designing the connection with 8 anchor bolts") self.anchors_inside_flange = 8 # minimum 8 bolts with a smaller diameter self.anchor_dia_inside_flange = 20 # trying with (least) 20mm anchor dia @@ -6784,11 +6871,11 @@ def additional_calculations(self): # if n > len(bolt_list): # if 8 bolts with highest diameter is not sufficient if n > itr: self.safe = False - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor " "bolts with the highest diameter and grade or fails to satisfy the detailing criteria") - logger.error("Design for anchor bolts greater than 8 in numbers is not available in this " + self.logger.error("Design for anchor bolts greater than 8 in numbers is not available in this " "version of Osdag") - logger.error("Cannot compute") + self.logger.error("Cannot compute") break # detailing check - 8 bolts with larger dia @@ -6815,12 +6902,12 @@ def additional_calculations(self): if (self.end_distance_in > end_available) or (self.pitch_distance_in > pitch_available): self.safe = False self.anchors_inside_flange = round_up(self.anchors_inside_flange, 2) - logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor " + self.logger.error("[Anchor Bolt Design] The required uplift demand is not satisfied by 8 anchor " "bolts with the highest diameter and grade or fails to satisfy the detailing " "criteria") - logger.error("Design for anchor bolts greater than 8 in numbers is not available in this " + self.logger.error("Design for anchor bolts greater than 8 in numbers is not available in this " "version of Osdag") - logger.error("Cannot compute anchor bolt for resisting the uplift force") + self.logger.error("Cannot compute anchor bolt for resisting the uplift force") break else: break @@ -6830,21 +6917,21 @@ def additional_calculations(self): break else: self.safe = False - logger.error("Cannot compute anchor bolt for resisting the uplift force") + self.logger.error("Cannot compute anchor bolt for resisting the uplift force") break if self.anchor_dia_inside_flange <= 72: if (self.anchors_inside_flange == 2) or (self.anchors_inside_flange == 4) or (self.anchors_inside_flange == 8): break else: - logger.error("Design of anchor bolt with {} mm is unsafe. Running the next iteration with a higer diameter or " + self.logger.error("Design of anchor bolt with {} mm is unsafe. Running the next iteration with a higer diameter or " "grade of anchor bolt".format(self.anchor_dia_inside_flange)) if (self.anchor_dia_inside_flange >= 72) and (self.anchors_inside_flange > 4): # self.anchors_inside_flange = round_up(self.anchors_inside_flange, 2) self.safe = False - # logger.error("Cannot compute anchor bolt for resisting the uplift force with 4 bolts") - # logger.info("Trying with 8 bolts") + # self.logger.error("Cannot compute anchor bolt for resisting the uplift force with 4 bolts") + # self.logger.info("Trying with 8 bolts") break # Tension Demand @@ -6868,10 +6955,10 @@ def additional_calculations(self): if self.plate_thk_provided < self.shear_key_thk: self.plate_thk_provided = self.shear_key_thk - logger.warning("[Plate Thickness] Thickness of the base plate is less than the thickness of the shear key") - logger.info("Thickness of the base plate should be at-least equal to the thickness of the shear key to avoid bending of the " + self.logger.warning("[Plate Thickness] Thickness of the base plate is less than the thickness of the shear key") + self.logger.info("Thickness of the base plate should be at-least equal to the thickness of the shear key to avoid bending of the " "base plate in case of high horizontal shear force") - logger.info("Updating the thickness of the base plate") + self.logger.info("Updating the thickness of the base plate") # design of weld for the continuity plate inside flange in case of 3 or 6 bolts on each side if self.connectivity == 'Moment Base Plate': @@ -6894,14 +6981,14 @@ def additional_calculations(self): if self.safe: self.design_status = True - logger.info(": =========== Design Status =============") - logger.info(": Overall base plate connection design is SAFE") - logger.info(": ============ End Of Design ============") + self.logger.info(": =========== Design Status =============") + self.logger.info(": Overall base plate connection design is SAFE") + self.logger.info(": ============ End Of Design ============") else: self.design_status = False - logger.info(": =========== Design Status =============") - logger.info(": Overall base plate connection design is UNSAFE") - logger.info(": ============ End Of Design ============") + self.logger.info(": =========== Design Status =============") + self.logger.info(": Overall base plate connection design is UNSAFE") + self.logger.info(": ============ End Of Design ============") # printing values for output dock @@ -7161,9 +7248,9 @@ def save_design(self, popup_summary): section_type = 'I Section' if self.dp_column_source == 'IS808_Rev': - self.dp_column_source = 'IS 808\_Rev' + self.dp_column_source = 'IS 808\\_Rev' - self.column_properties = { + report_column_details = { KEY_DISP_SEC_PROFILE: select_section_img, # select image of the section for displaying in design report # properties fro DP @@ -7257,7 +7344,7 @@ def save_design(self, popup_summary): # column section "Column Section - Mechanical Properties": "TITLE", - "Section Details": self.column_properties, + "Section Details": report_column_details, # base plate "Base Plate - Design Preference": "TITLE", @@ -7283,10 +7370,10 @@ def save_design(self, popup_summary): KEY_DISP_DESIGNATION: self.dp_anchor_designation_out, KEY_DISP_REPORT_HOLE_TYPE: self.dp_anchor_hole_out, KEY_DISP_DP_ANCHOR_BOLT_LENGTH: self.anchor_length_provided_out, - KEY_DISP_REPORT_MATERIAL_GRADE: self.anchor_fu_fy_outside_flange[0], + KEY_DISP_REPORT_MATERIAL_GRADE: self.anchor_fu_fy_outside_flange[0] if self.anchor_fu_fy_outside_flange else 'N/A', # anchor bolt inside column flange - "Anchor Bolt Inside Column Flange - Input and Design Prefereself.anchor_grade_list_outnce" if self.connectivity != 'Hollow/Tubular Column Base' else '': + "Anchor Bolt Inside Column Flange - Input and Design Preference" if self.connectivity != 'Hollow/Tubular Column Base' else '': "TITLE" if self.connectivity != 'Hollow/Tubular Column Base' else '', None if self.connectivity == 'Hollow/Tubular Column Base' else 'Diameter (mm) ': @@ -7319,7 +7406,7 @@ def save_design(self, popup_summary): None if self.connectivity == 'Hollow/Tubular Column Base' else 'Material Grade, $F_{u}$ (MPa) ': None if self.connectivity == 'Hollow/Tubular Column Base' else (self.anchor_fu_fy_inside_flange[0] if - self.connectivity == 'Moment Base Plate' and self.load_axial_tension > 0 else 'N/A'), + self.connectivity == 'Moment Base Plate' and self.load_axial_tension > 0 and self.anchor_fu_fy_inside_flange else 'N/A'), 'Friction Coefficient (between concrete and anchor bolt)': self.dp_anchor_friction, @@ -7343,7 +7430,7 @@ def save_design(self, popup_summary): self.report_check = [] # defining additional attributes - if self.pitch_distance_out > 0: + if self.pitch_distance_out > 0 and self.anchor_fu_fy_outside_flange: k_b_out = min((self.end_distance_out / (3.0 * self.anchor_hole_dia_out)), ((self.pitch_distance_out / (3.0 * self.anchor_hole_dia_out)) - 0.25), (self.anchor_fu_fy_outside_flange[0] / self.dp_column_fu), 1.0) @@ -8540,23 +8627,23 @@ def save_design(self, popup_summary): # typical sketch if self.connectivity == 'Moment Base Plate': if self.moment_bp_case == 'Case1': - sketch_path = '/ResourceFiles/images/Moment_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP.png")) elif self.moment_bp_case == 'Case2': - sketch_path = '/ResourceFiles/images/Moment_BP_C2.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_C2.png")) elif self.moment_bp_case == 'Case3': - sketch_path = '/ResourceFiles/images/Moment_BP_C3.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_C3.png")) else: sketch_path = '' elif self.connectivity == 'Welded Column Base': - sketch_path = '/ResourceFiles/images/Welded_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP.png")) elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': - sketch_path = '/ResourceFiles/images/SHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP.png")) elif self.dp_column_designation[1:4] == 'RHS': - sketch_path = '/ResourceFiles/images/RHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP.png")) elif self.dp_column_designation[1:4] == 'CHS': - sketch_path = '/ResourceFiles/images/CHS_BP.png' + sketch_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP.png")) else: sketch_path = '' else: @@ -8564,16 +8651,16 @@ def save_design(self, popup_summary): # typical detailing if self.connectivity == 'Moment Base Plate': - detailing_path = '/ResourceFiles/images/Moment_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_Detailing.png")) elif self.connectivity == 'Welded Column Base': - detailing_path = '/ResourceFiles/images/Welded_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_Detailing.png")) elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': - detailing_path = '/ResourceFiles/images/SHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_Detailing.png")) elif self.dp_column_designation[1:4] == 'RHS': - detailing_path = '/ResourceFiles/images/RHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_Detailing.png")) elif self.dp_column_designation[1:4] == 'CHS': - detailing_path = '/ResourceFiles/images/CHS_BP_Detailing.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_Detailing.png")) else: detailing_path = '' else: @@ -8583,40 +8670,40 @@ def save_design(self, popup_summary): if self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = '/ResourceFiles/images/Key_SHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = '/ResourceFiles/images/Key_SHS_D.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS_D.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = '/ResourceFiles/images/Key_SHS_B.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_SHS_B.png")) else: key_path = '' elif self.dp_column_designation[1:4] == 'RHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = '/ResourceFiles/images/Key_RHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = '/ResourceFiles/images/Key_RHS_D.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS_D.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = '/ResourceFiles/images/Key_RHS_B.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_RHS_B.png")) else: key_path = '' elif self.dp_column_designation[1:4] == 'CHS': if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = '/ResourceFiles/images/Key_CHS.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = '/ResourceFiles/images/Key_CHS_key1.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS_key1.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = '/ResourceFiles/images/Key_CHS_key2.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Key_CHS_key2.png")) else: key_path = '' else: key_path = '' else: if (self.shear_key_along_ColDepth == 'Yes') and (self.shear_key_along_ColWidth == 'Yes'): - key_path = '/ResourceFiles/images/shear_key.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key.png")) elif self.shear_key_along_ColDepth == 'Yes': - key_path = '/ResourceFiles/images/shear_key_colD.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key_colD.png")) elif self.shear_key_along_ColWidth == 'Yes': - key_path = '/ResourceFiles/images/shear_key_colB.png' + key_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("shear_key_colB.png")) else: key_path = '' @@ -8634,52 +8721,54 @@ def save_design(self, popup_summary): web_groove_weld = 'No' if (self.column_tf < 40.0) and (web_groove_weld == 'No'): - weld_path = '/ResourceFiles/images/Moment_BP_weld_details_1-1.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_1-1.png")) elif (self.column_tf < 40.0) and (web_groove_weld == 'Yes'): - weld_path = '/ResourceFiles/images/Moment_BP_weld_details_1-2.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_1-2.png")) elif self.column_tf > 40.0: - weld_path = '/ResourceFiles/images/Moment_BP_weld_details_2.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Moment_BP_weld_details_2.png")) elif self.connectivity == 'Welded Column Base': if self.weld_bp_groove == 'No': - weld_path = '/ResourceFiles/images/BP_welded_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BP_welded_weld_details.png")) else: if self.column_tf < 40.0: - weld_path = '/ResourceFiles/images/Welded_BP_single_bevel.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_single_bevel.png")) if self.column_tf >= 40.0: - weld_path = '/ResourceFiles/images/Welded_BP_double_J.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Welded_BP_double_J.png")) else: - weld_path = '/ResourceFiles/images/BP_welded_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BP_welded_weld_details.png")) elif self.connectivity == 'Hollow/Tubular Column Base': if self.dp_column_designation[1:4] == 'SHS': if self.weld_bp_groove == 'Yes': - weld_path = '/ResourceFiles/images/SHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_groove_weld_details.png")) else: - weld_path = '/ResourceFiles/images/SHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("SHS_BP_weld_details.png")) elif self.dp_column_designation[1:4] == 'RHS': if self.weld_bp_groove == 'Yes': - weld_path = '/ResourceFiles/images/RHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_groove_weld_details.png")) else: - weld_path = '/ResourceFiles/images/RHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("RHS_BP_weld_details.png")) elif self.dp_column_designation[1:4] == 'CHS': if self.weld_bp_groove == 'Yes': - weld_path = '/ResourceFiles/images/CHS_BP_groove_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_groove_weld_details.png")) else: - weld_path = '/ResourceFiles/images/CHS_BP_weld_details.png' + weld_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("CHS_BP_weld_details.png")) else: weld_path = '' else: weld_path = '' # anchor bolt - bolt_path = '/ResourceFiles/images/Anchor_bolt.png' + bolt_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Anchor_bolt.png")) - Disp_2d_image = [sketch_path, detailing_path, weld_path, bolt_path, key_path] + Disp_2d_image = [] display_3D_image = "/ResourceFiles/images/3d.png" rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, display_3D_image, module=self.module) + \ No newline at end of file diff --git a/design_type/connection/beam_beam_end_plate_splice.py b/osdag_core/design_type/connection/beam_beam_end_plate_splice.py similarity index 87% rename from design_type/connection/beam_beam_end_plate_splice.py rename to osdag_core/design_type/connection/beam_beam_end_plate_splice.py index 936c53854..31f50400b 100644 --- a/design_type/connection/beam_beam_end_plate_splice.py +++ b/osdag_core/design_type/connection/beam_beam_end_plate_splice.py @@ -22,22 +22,24 @@ # Importing modules from the project directory -from design_type.connection.moment_connection import MomentConnection -from design_type.connection.end_plate_splice_helper import EndPlateSpliceHelper -from design_type.connection import end_plate_splice_helper -from design_type.connection.shear_connection import ShearConnection -from utils.common.is800_2007 import IS800_2007 -from utils.common.other_standards import IS_5624_1993 -from utils.common.component import * -from utils.common.material import * -from utils.common.common_calculation import * -from Common import * -from utils.common.load import Load -from utils.common.other_standards import * -from design_report.reportGenerator import save_html -from Report_functions import * -from design_report.reportGenerator_latex import CreateLatex - +from .moment_connection import MomentConnection +from .end_plate_splice_helper import EndPlateSpliceHelper +from . import end_plate_splice_helper +from .shear_connection import ShearConnection +from ...utils.common.is800_2007 import IS800_2007 +from ...utils.common.other_standards import IS_5624_1993 +from ...utils.common.component import * +from ...utils.common.material import * +from ...utils.common.common_calculation import * +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.other_standards import * +from ...design_report.reportGenerator import save_html +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from importlib.resources import files + +from ...custom_logger import CustomLogger import logging import math import numpy as np @@ -47,7 +49,7 @@ class BeamBeamEndPlateSplice(MomentConnection): def __init__(self): super(BeamBeamEndPlateSplice, self).__init__() - + self.hover_dict = {} self.module = KEY_DISP_BB_EP_SPLICE self.load_moment = 0.0 @@ -176,32 +178,60 @@ def __init__(self): # self.func_for_validation(self, design_dictionary) - # Set logger - def set_osdaglogger(key): - """ Function to set Logger for the module """ - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_btb_end_plate_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) # set module name - def module_name(self): + @staticmethod + def module_name(): """ display module name """ return KEY_DISP_BB_EP_SPLICE @@ -224,10 +254,10 @@ def input_values(self): t2 = (KEY_ENDPLATE_TYPE, KEY_DISP_ENDPLATE_TYPE, TYPE_COMBOBOX, VALUES_ENDPLATE_TYPE, True, 'No Validator') options_list.append(t2) - t15 = (KEY_IMAGE, None, TYPE_IMAGE, "./ResourceFiles/images/flush_ep.png", True, 'No Validator') + t15 = (KEY_IMAGE, None, TYPE_IMAGE, str(files("osdag_core.data.ResourceFiles.images").joinpath("flush_ep.png")), True, 'No Validator') options_list.append(t15) - t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, connectdb("Beams"), True, 'No Validator') + t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t4) t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') @@ -284,19 +314,20 @@ def input_value_changed(self): return lst - def fn_conn_image(self): - """ display representative images of end plate type """ - ep_type = self[0] + def fn_conn_image(self, args): + """ Display representative images of end plate type """ + ep_type = args[0] if ep_type == VALUES_ENDPLATE_TYPE[0]: - return './ResourceFiles/images/flush_ep.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("flush_ep.png")) elif ep_type == VALUES_ENDPLATE_TYPE[1]: - return './ResourceFiles/images/owe_ep.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("owe_ep.png")) elif ep_type == VALUES_ENDPLATE_TYPE[2]: - return './ResourceFiles/images/extended.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("extended.png")) else: return '' + # create customized input for UI def customized_input(self): """ list of values available with customize option""" @@ -456,6 +487,42 @@ def output_values(self, flag): t31 = (KEY_OUT_WELD_DETAILS, DISP_TITLE_WELD_TYPICAL_DETAIL, TYPE_OUT_BUTTON, ['Details', self.weld_details], True) out_list.append(t31) + + # Populate hover dict + try: + # Beam + self.hover_dict["Beam"] = f"Beam: {self.supported_section.designation if flag else ''}" + + # End Plate + self.hover_dict["Plate"] = ( + f"End Plate: {self.ep_width_provided if flag else ''} mm x " + f"{self.ep_height_provided if flag else ''} mm x " + f"{self.plate_thickness if flag else ''} mm" + f"
    Bolt Grade: {self.bolt_grade_provided if flag else ''}, " + f"Dia: {self.bolt_diameter_provided if flag else ''} mm, " + f"Nos: {self.bolt_numbers if flag else ''}" + f"
    Weld Size (Web): {self.weld_size_web if flag else ''} mm" + ) + + # Bolt + self.hover_dict["Bolt"] = ( + f"Bolt
    " + f"Diameter: {self.bolt_diameter_provided if flag else ''} mm
    " + f"Grade: {self.bolt_grade_provided if flag else ''}
    " + f"No. of Bolts: {self.bolt_numbers if flag else ''}
    " + f"Combined Capacity: {self.combined_capacity_critical_bolt if flag else ''}" + ) + + # Weld + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Type: Groove Weld
    " + f"Web Weld Size: {self.weld_size_web if flag else ''} mm
    " + f"Web Weld Length: {self.weld_length_web if flag else ''} mm
    " + f"Allowable Stress: {self.allowable_stress if flag else ''}" + ) + except Exception: + pass return out_list @@ -483,15 +550,15 @@ def stiffener_detailing(self, status): detailing = [] if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - detailing_path = './ResourceFiles/images/BB_Stiffener_FP.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_FP.png")) width = 979 height = 363 elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - detailing_path = './ResourceFiles/images/BB_Stiffener_OWE.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_OWE.png")) width = 636 height = 562 else: # Both-way - detailing_path = './ResourceFiles/images/BB_Stiffener_BWE.png' + detailing_path = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_BWE.png")) width = 586 height = 579 @@ -506,7 +573,7 @@ def weld_details(self, status): weld = [] t99 = (None, 'Weld Detail - Beam Flange to End Plate Connection', TYPE_IMAGE, - ['./ResourceFiles/images/BB-BC-single_bevel_groove.png', 575, 520, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("BB-BC-single_bevel_groove.png")), 575, 520, 'Weld Detail - beam to end plate connection']) weld.append(t99) @@ -517,15 +584,15 @@ def detailing(self, status): detailing = [] if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path = './ResourceFiles/images/Detailing-Flush.png' + path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-Flush.png")) width = 502 height = 551 elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path = './ResourceFiles/images/Detailing-OWE.png' + path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-OWE.png")) width = 437 height = 552 else: # Both-way - path = './ResourceFiles/images/Detailing-BWE.png' + path = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-BWE.png")) width = 387 height = 551 @@ -650,7 +717,7 @@ def get_values_for_design_pref(self, key, design_dictionary): KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, KEY_DP_WELD_MATERIAL_G_O: str(fu), KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '0', + KEY_DP_DETAILING_GAP: '10', KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', KEY_DP_DESIGN_METHOD: "Limit State Design", KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) @@ -679,19 +746,21 @@ def get_3d_components(self): # display end plate def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): - if chkbox.objectName() == 'End Plate': + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Beam Beam End Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Connector", bgcolor) # get the input values from UI and other functions def set_input_values(self, design_dictionary): """ get the input values from UI (input dock and DP) for performing the design etc. """ - super(BeamBeamEndPlateSplice, self).set_input_values(self, design_dictionary) + super(BeamBeamEndPlateSplice, self).set_input_values(design_dictionary) self.mainmodule = "Moment Connection" self.module = KEY_DISP_BB_EP_SPLICE @@ -730,7 +799,7 @@ def set_input_values(self, design_dictionary): self.stiffener_weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], type=design_dictionary[KEY_DP_WELD_TYPE], fabrication=design_dictionary[KEY_DP_WELD_FAB]) - self.warn_text(self) + self.warn_text() # properties from design preferences @@ -777,10 +846,10 @@ def set_input_values(self, design_dictionary): helper_file_design_status=False) self.projection = 12.5 - self.set_parameters(self) - self.design_connection(self) - self.design_stiffener(self) - self.design_weld(self) + self.set_parameters() + self.design_connection() + self.design_stiffener() + self.design_weld() # warn if a beam of older version of IS 808 is selected def warn_text(self): @@ -788,9 +857,9 @@ def warn_text(self): global logger red_list = red_list_function() if self.supported_section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") # start of design simulation @@ -877,13 +946,13 @@ def set_parameters(self): self.load_moment = round(0.5 * self.supported_section_mom_capa_m_zz, 2) self.load_axial = round(0.3 * self.supported_section_axial_capa, 2) - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " "connection as rigid connection (Annex. F-4.3.1, IS 800:2007)") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") - logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: @@ -893,13 +962,13 @@ def set_parameters(self): self.load_moment = round(self.load.moment + ((1 - self.sum_IR) * self.supported_section_mom_capa_m_zz), 2) self.load_axial = self.load.axial_force - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " "connection as rigid connection (Annex. F-4.3.1, IS 800:2007)") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") - logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: @@ -910,10 +979,10 @@ def set_parameters(self): self.load_moment = round(self.supported_section_mom_capa_m_zz, 2) - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7]") - logger.info("The value of factored axial force ({} kN) is less than the minimum recommended value [Ref. Cl.10.7, IS 800:2007]". + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7]") + self.logger.info("The value of factored axial force ({} kN) is less than the minimum recommended value [Ref. Cl.10.7, IS 800:2007]". format(self.input_axial_force)) - logger.info("The value of axial force is set at {} kN, as per the minimum recommended value by Cl.10.7".format(self.load_axial)) + self.logger.info("The value of axial force is set at {} kN, as per the minimum recommended value by Cl.10.7".format(self.load_axial)) else: self.load_axial = self.input_axial_force self.load_moment = self.input_moment @@ -926,10 +995,10 @@ def set_parameters(self): self.minimum_load_status_moment = True self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment capacity of " + self.logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment capacity of " "the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.warning("The maximum moment carrying capacity of the beam is {} kNm".format(self.supported_section_mom_capa_m_zz)) - logger.info("Define the value of factored bending moment as {} kNm or less and re-design". + self.logger.warning("The maximum moment carrying capacity of the beam is {} kNm".format(self.supported_section_mom_capa_m_zz)) + self.logger.info("Define the value of factored bending moment as {} kNm or less and re-design". format(self.supported_section_mom_capa_m_zz)) # Maximum axial force check @@ -937,10 +1006,10 @@ def set_parameters(self): self.load_axial = self.supported_section_axial_capa # kNm self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " + self.logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " "the beam ({} kN)".format(self.load.axial_force, self.supported_section_axial_capa)) - logger.warning("The maximum axial capacity of the beam is {} kN".format(self.supported_section_axial_capa)) - logger.info("Define the value of axial force as {} kN or less and re-design".format(self.supported_section_axial_capa)) + self.logger.warning("The maximum axial capacity of the beam is {} kN".format(self.supported_section_axial_capa)) + self.logger.info("Define the value of axial force as {} kN or less and re-design".format(self.supported_section_axial_capa)) else: self.load_axial = self.load.axial_force @@ -948,20 +1017,20 @@ def set_parameters(self): if self.load.shear_force < min((0.15 * self.supported_section_shear_capa), 40): self.minimum_load_status_shear = True self.load_shear = min((0.15 * self.supported_section_shear_capa), 40) - logger.warning("[Minimum Factored Load] The external factored shear force ({} kN) is less than the minimum recommended design action on " + self.logger.warning("[Minimum Factored Load] The external factored shear force ({} kN) is less than the minimum recommended design action on " "the member".format(self.load_shear)) - logger.info("The minimum factored shear force should be at least {} (0.15 times the shear capacity of the beam in low shear) or 40 kN " + self.logger.info("The minimum factored shear force should be at least {} (0.15 times the shear capacity of the beam in low shear) or 40 kN " "whichever is less [Ref. Cl. 10.7, IS 800:2007]".format(0.15 * self.supported_section_shear_capa)) - logger.info("Designing the connection for a factored shear load of {} kNm".format(self.load_shear)) + self.logger.info("Designing the connection for a factored shear load of {} kNm".format(self.load_shear)) elif self.load.shear_force > self.supported_section_shear_capa: self.load_shear = self.supported_section_shear_capa # kN self.minimum_load_status_moment = True self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored shear force ({} kN) is greater than the shear capacity of the " + self.logger.error("[Maximum Factored Load] The external factored shear force ({} kN) is greater than the shear capacity of the " "beam ({} kN)".format(self.load_shear, self.supported_section_shear_capa)) - logger.warning("The maximum shear capacity of the beam is {} kN".format(self.supported_section_shear_capa)) - logger.info("Define the value of factored shear force as {} kN or less".format(self.supported_section_shear_capa)) + self.logger.warning("The maximum shear capacity of the beam is {} kN".format(self.supported_section_shear_capa)) + self.logger.info("Define the value of factored shear force as {} kN or less".format(self.supported_section_shear_capa)) else: self.minimum_load_status_shear = False self.load_shear = self.load.shear_force @@ -981,9 +1050,9 @@ def set_parameters(self): if i > max(self.beam_tf, self.beam_tw): self.plate_thickness.append(i) else: - logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest part of the elements being connected". + self.logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest part of the elements being connected". format(round(i, 2))) - logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(max(self.beam_tf, self.beam_tw))) + self.logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(max(self.beam_tf, self.beam_tw))) # final sorted list as per compatibility check self.plate_thickness = self.plate_thickness # final list of plate thicknesses considered for simulation @@ -993,9 +1062,9 @@ def set_parameters(self): if len(self.plate_thickness) == 0: self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[End Plate] The list of plate thicknesses passed into the solver is insufficient to perform end plate design") - logger.warning("The end plate should at least be thicker than the maximum thickness of the connecting elements") - logger.info("Provide a plate/list of plates with a minimum thickness of {} mm".format(round_up(max(self.beam_tf, self.beam_tw), 2))) + self.logger.error("[End Plate] The list of plate thicknesses passed into the solver is insufficient to perform end plate design") + self.logger.warning("The end plate should at least be thicker than the maximum thickness of the connecting elements") + self.logger.info("Provide a plate/list of plates with a minimum thickness of {} mm".format(round_up(max(self.beam_tf, self.beam_tw), 2))) # set bolt diameter, grade combination self.bolt_list = [] # this list will be used to run the iteration @@ -1007,8 +1076,8 @@ def set_parameters(self): self.bolt_list.append(k) self.bolt_list = self.bolt_list - logger.info("[Bolt Design] Bolt diameter and grade combination ready to perform bolt design") - logger.info("The solver has selected {} combinations of bolt diameter and grade to perform optimum bolt design in an iterative manner " + self.logger.info("[Bolt Design] Bolt diameter and grade combination ready to perform bolt design") + self.logger.info("The solver has selected {} combinations of bolt diameter and grade to perform optimum bolt design in an iterative manner " .format(int(len(self.bolt_list) / 2))) # create a list of tuple with a combination of each bolt diameter with each grade for iteration @@ -1027,10 +1096,10 @@ def design_connection(self): self.load_tension_flange = self.tension_due_to_moment + self.tension_due_to_axial_force # kN # performing the check with minimum plate thickness and a suitable bolt dia-grade combination (thin plate - large dia approach) - logger.info("[Optimisation] Performing the design by optimising the plate thickness, using the most optimum plate and a suitable bolt " + self.logger.info("[Optimisation] Performing the design by optimising the plate thickness, using the most optimum plate and a suitable bolt " "diameter " "approach") - logger.info("If you wish to optimise the bolt diameter-grade combination, pass a higher value of plate thickness using the Input Dock") + self.logger.info("If you wish to optimise the bolt diameter-grade combination, pass a higher value of plate thickness using the Input Dock") # loop starts self.helper_file_design_status = False # initialise status to False to activate the loop for first (and subsequent, if required) iteration(s) @@ -1106,9 +1175,9 @@ def design_connection(self): self.space_min_req_inside_D = (2 * self.end_distance_provided) + self.pitch_distance_provided if self.space_available_inside_D < self.space_min_req_inside_D: - logger.error("[Compatibility Error]: The given beam cannot accommodate at least a single row of bolt (inside top and " + self.logger.error("[Compatibility Error]: The given beam cannot accommodate at least a single row of bolt (inside top and " "bottom flange) with a trial diameter of {} mm ".format(self.bolt_diameter_provided)) - logger.info("Re-design the connection by defining a bolt of smaller diameter or beam of a suitable depth ") + self.logger.info("Re-design the connection by defining a bolt of smaller diameter or beam of a suitable depth ") self.rows_inside_D_max = 0 self.bolt_row = 0 self.bolt_row_web = 0 @@ -1163,9 +1232,9 @@ def design_connection(self): if (self.plate_thickness == self.plate_thickness_list[-1]) and (self.design_status is False): self.design_status_list.append(self.design_status) - logger.error("[Detailing] The beam is not wide enough to accommodate at-least a single column of bolt on either side") - logger.error("The defined beam is not suitable for performing connection design for the given set of inputs") - logger.info("Please define another beam which has sufficient width (minimum, {} mm) and/or smaller diameter bolt " + self.logger.error("[Detailing] The beam is not wide enough to accommodate at-least a single column of bolt on either side") + self.logger.error("The defined beam is not suitable for performing connection design for the given set of inputs") + self.logger.info("Please define another beam which has sufficient width (minimum, {} mm) and/or smaller diameter bolt " "and re-design". format(space_req_2col)) @@ -1366,60 +1435,60 @@ def design_connection(self): # Log messages for helper file if not self.call_helper.flange_capacity_status: - logger.error( + self.logger.error( "[Flange Strength] The reaction at the compression flange of the beam {} kN exceeds the flange capacity {} " "kN". format(round(self.call_helper.r_c, 2), self.call_helper.flange_capacity)) - logger.error("Reaction on the flange exceeds the flange capacity by {} kN". + self.logger.error("Reaction on the flange exceeds the flange capacity by {} kN". format(round(self.call_helper.r_c - self.call_helper.flange_capacity, 2))) - logger.warning("The beam flange can have local buckling") - logger.info( + self.logger.warning("The beam flange can have local buckling") + self.logger.info( "Select a different beam with more flange area or provide stiffening at the flange to increase the beam " "flange thickness. Re-design connection using the effective flange thickness after stiffening") - logger.info("Custom beams can be defined through the Osdag Design Preferences tab") + self.logger.info("Custom beams can be defined through the Osdag Design Preferences tab") else: - logger.info( + self.logger.info( "[Flange Strength] The reaction at the compression flange of the beam {} kN is less than the flange capacity" " {} kN. The flange strength requirement is satisfied.". format(round(self.call_helper.r_c, 2), self.call_helper.flange_capacity)) if not self.call_helper.plate_design_status: - logger.error( + self.logger.error( "[End Plate] The selected trial end plate of {} mm is insufficient and fails in the moment capacity check". format(self.plate_thickness)) - logger.info( + self.logger.info( "The minimum required thickness of end plate is {} mm".format(round(self.call_helper.plate_thickness_req, 2))) - logger.info("Re-designing the connection with a plate of available higher thickness") + self.logger.info("Re-designing the connection with a plate of available higher thickness") else: - logger.info( + self.logger.info( "[End Plate] The end plate of {} mm passes the moment capacity check. The end plate is checked for yielding " "due tension caused by bending moment and prying force".format(self.plate_thickness)) if not self.call_helper.bolt_tension_design_status: - logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the tension check". + self.logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.error( + self.logger.error( "Total tension demand on bolt (due to direct tension + prying action) is {} kN and exceeds the bolt tension " "capacity ({} kN)".format(round(self.call_helper.bolt_tension_demand, 2), self.call_helper.bolt_tension_capacity)) - logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") + self.logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") else: - logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the tension check". + self.logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.info("Total tension demand on bolt (due to direct tension + prying action) is {} kN and the bolt tension " + self.logger.info("Total tension demand on bolt (due to direct tension + prying action) is {} kN and the bolt tension " "capacity is ({} kN)".format(round(self.call_helper.bolt_tension_demand, 2), self.call_helper.bolt_tension_capacity)) if not self.call_helper.bolt_design_combined_check_status: - logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the combined shear + tension check". + self.logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the combined shear + tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.error( + self.logger.error( "The Interaction Ratio (IR) of the critical bolt is {} ".format(self.call_helper.bolt_combined_check_UR)) - logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") + self.logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") else: - logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the combined shear + tension check". + self.logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the combined shear + tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.info( + self.logger.info( "The Interaction Ratio (IR) of the critical bolt is {} ".format(self.call_helper.bolt_combined_check_UR)) # shear design @@ -1529,8 +1598,8 @@ def design_weld(self): # allowable stress check if self.f_e > self.allowable_stress: - logger.error("[Weld Design] The weld at web fails in the combined axial and shear design check") - logger.info("Provide groove weld at the web") + self.logger.error("[Weld Design] The weld at web fails in the combined axial and shear design check") + self.logger.info("Provide groove weld at the web") # 2: Weld design for stiffeners if self.endplate_type == 'Flushed - Reversible Moment': @@ -1554,13 +1623,13 @@ def design_weld(self): self.design_status = True if self.design_status: - logger.info(": ========== Design Status ============") - logger.info(": Overall beam to beam end plate splice connection design is SAFE") - logger.info(": ========== End Of Design ============") + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall beam to beam end plate splice connection design is SAFE") + self.logger.info(": ========== End Of Design ============") else: - logger.info(": ========== Design Status ============") - logger.info(": Overall beam to beam end plate splice connection design is UNSAFE") - logger.info(": ========== End Of Design ============") + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall beam to beam end plate splice connection design is UNSAFE") + self.logger.info(": ========== End Of Design ============") # create design report @@ -1607,14 +1676,14 @@ def save_design(self, popup_summary): "Section Details": self.report_supporting, "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_PLATETHK: str(list(np.int_(self.plate.thickness))), + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), KEY_DISP_MATERIAL: self.plate.material, KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.plate.fu, KEY_DISP_YIELD_STRENGTH_REPORT: self.plate.fy, "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), KEY_DISP_TYP: self.bolt.bolt_type, KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, @@ -1867,7 +1936,7 @@ def save_design(self, popup_summary): "", 'Fail' if self.bolt_column == 0 else "OK") self.report_check.append(t6) - if self.bolt.bolt_tensioning == 'Pretensioned': + if self.bolt.bolt_tensioning == 'Pre-tensioned': beta = 1 else: beta = 2 @@ -2053,25 +2122,26 @@ def save_design(self, popup_summary): # End of design report functions if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path_detailing = '/ResourceFiles/images/Detailing-Flush.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-Flush.png")) elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path_detailing = '/ResourceFiles/images/Detailing-OWE.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-OWE.png")) else: # Both-way - path_detailing = '/ResourceFiles/images/Detailing-BWE.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-BWE.png")) if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path_stiffener = '/ResourceFiles/images/BB_Stiffener_FP.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_FP.png")) elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path_stiffener = '/ResourceFiles/images/BB_Stiffener_OWE.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_OWE.png")) else: # Both-way - path_stiffener = '/ResourceFiles/images/BB_Stiffener_BWE.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB_Stiffener_BWE.png")) - path_weld = "/ResourceFiles/images/BB-BC-single_bevel_groove.png" + path_weld = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB-BC-single_bevel_groove.png")) Disp_2d_image = [path_weld, path_detailing, path_stiffener] Disp_3d_image = "/ResourceFiles/images/3d.png" print(sys.path[0]) rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] @@ -2080,3 +2150,5 @@ def save_design(self, popup_summary): Disp_3d_image, module=self.module) # End of design report + return True + \ No newline at end of file diff --git a/design_type/connection/beam_column_end_plate.py b/osdag_core/design_type/connection/beam_column_end_plate.py similarity index 89% rename from design_type/connection/beam_column_end_plate.py rename to osdag_core/design_type/connection/beam_column_end_plate.py index b933241ed..c83531dbe 100644 --- a/design_type/connection/beam_column_end_plate.py +++ b/osdag_core/design_type/connection/beam_column_end_plate.py @@ -25,22 +25,24 @@ # Importing modules from the project directory -from design_type.connection.moment_connection import MomentConnection -from design_type.connection.beam_beam_end_plate_splice import BeamBeamEndPlateSplice -from design_type.connection.end_plate_splice_helper import EndPlateSpliceHelper -from design_type.connection import end_plate_splice_helper -from design_type.connection.shear_connection import ShearConnection -from utils.common.is800_2007 import IS800_2007 -from utils.common.other_standards import IS_5624_1993 -from utils.common.component import * -from utils.common.material import * -from utils.common.common_calculation import * -from Common import * -from utils.common.load import Load -from utils.common.other_standards import * -from design_report.reportGenerator import save_html -from Report_functions import * -from design_report.reportGenerator_latex import CreateLatex +from .moment_connection import MomentConnection +from .beam_beam_end_plate_splice import BeamBeamEndPlateSplice +from .end_plate_splice_helper import EndPlateSpliceHelper +from . import end_plate_splice_helper +from .shear_connection import ShearConnection +from ...utils.common.is800_2007 import IS800_2007 +from ...utils.common.other_standards import IS_5624_1993 +from ...utils.common.component import * +from ...utils.common.material import * +from ...utils.common.common_calculation import * +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.other_standards import * +from ...design_report.reportGenerator import save_html +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from importlib.resources import files +from ...custom_logger import CustomLogger import logging import math @@ -61,16 +63,19 @@ def __init__(self): self.input_axial_force = 0.0 self.input_moment = 0.0 + self.hover_dict = {} # self.supported_section = Beam - self.bolt_diameter = [] self.bolt_list = [] - self.bolt_diameter_provided = 0 + self.bolt_grade = [] + self.bolt_diameter = [] + self.plate_thickness_list = [] + self.plate_thickness = [] + + self.bolt_diameter_provided = 0 self.bolt_grade_provided = 0.0 self.bolt_hole_diameter = 0.0 self.bolt_type = "" - self.plate_thickness = [] - self.plate_thickness_list = [] self.bolt_tension = 0.0 self.bolt_fu = 0.0 @@ -238,32 +243,60 @@ def __init__(self): self.diag_stiffener_groove_weld_status = False - # Set logger - def set_osdaglogger(key): - """ Function to set Logger for the module """ - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_btc_end_plate_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) # set module name - def module_name(self): + @staticmethod + def module_name(): """ display module name """ return KEY_DISP_BCENDPLATE @@ -286,13 +319,13 @@ def input_values(self): t2 = (KEY_ENDPLATE_TYPE, KEY_DISP_ENDPLATE_TYPE, TYPE_COMBOBOX, VALUES_ENDPLATE_TYPE, True, 'No Validator') options_list.append(t2) - t15 = (KEY_IMAGE, None, TYPE_IMAGE, "./ResourceFiles/images/cf_bw_ebw.png", True, 'No Validator') - options_list.append(t15) + t15 = (KEY_IMAGE, None, TYPE_IMAGE, str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CF-BW-Flush.png")), True, 'No Validator') + options_list.append(t15) - t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, connectdb("Columns"), True, 'No Validator') + t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t3) - t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, connectdb("Beams"), True, 'No Validator') + t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t4) t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') @@ -352,26 +385,28 @@ def input_value_changed(self): return lst - def fn_conn_image(self): - """ display representative images of end plate type """ - conn = self[0] - ep_type = self[1] + + def fn_conn_image(self, input): + """ Display representative images of end plate type """ + conn = input[0] + ep_type = input[1] if conn == CONN_CFBW and ep_type == VALUES_ENDPLATE_TYPE[0]: # Flushed - Reversible Moment - return './ResourceFiles/images/BC_CF-BW-Flush.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CF-BW-Flush.png")) elif conn == CONN_CFBW and ep_type == VALUES_ENDPLATE_TYPE[1]: # Extended One Way - Irreversible Moment - return './ResourceFiles/images/BC_CF-BW-EOW.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CF-BW-EOW.png")) elif conn in CONN_CFBW and ep_type == VALUES_ENDPLATE_TYPE[2]: # Extended Both Ways - Reversible Moment - return './ResourceFiles/images/BC_CF-BW-EBW.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CF-BW-EBW.png")) elif conn == CONN_CWBW and ep_type == VALUES_ENDPLATE_TYPE[0]: - return './ResourceFiles/images/BC_CW-BW-Flush.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CW-BW-Flush.png")) elif conn == CONN_CWBW and ep_type == VALUES_ENDPLATE_TYPE[1]: - return './ResourceFiles/images/BC_CW-BW-EOW.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CW-BW-EOW.png")) elif conn in CONN_CWBW and ep_type == VALUES_ENDPLATE_TYPE[2]: - return './ResourceFiles/images/BC_CW-BW-EBW.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_CW-BW-EBW.png")) else: return '' + # create customized input for UI def customized_input(self): """ list of values available with customize option""" @@ -519,8 +554,8 @@ def output_values(self, flag): t33 = (KEY_OUT_STIFFENER_DETAILS, KEY_OUT_DISP_STIFFENER_DIMENSIONS, TYPE_OUT_BUTTON, ['Details', self.stiffener_details], True) out_list.append(t33) - t34 = (KEY_OUT_STIFFENER_SKETCH, KEY_OUT_DISP_STIFFENER_SKETCH, TYPE_OUT_BUTTON, ['Details', self.stiffener_detailing], True) - out_list.append(t34) + # t34 = (KEY_OUT_STIFFENER_SKETCH, KEY_OUT_DISP_STIFFENER_SKETCH, TYPE_OUT_BUTTON, ['Details', self.stiffener_detailing], True) + # out_list.append(t34) # Weld t23 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) @@ -556,6 +591,38 @@ def output_values(self, flag): t31 = (KEY_OUT_WELD_DETAILS, DISP_TITLE_WELD_TYPICAL_DETAIL, TYPE_OUT_BUTTON, ['Details', self.weld_details], True) out_list.append(t31) + # Populate Hover Dict + + self.hover_dict["Column"] = f"Column: {self.supporting_section.designation if flag else ''}" + self.hover_dict["Beam"] = f"Beam: {self.supported_section.designation if flag else ''}" + + try: + plate_width = self.ep_width_provided if flag else '' + plate_height = self.ep_height_provided if flag else '' + bolt_dia = self.bolt.bolt_diameter_provided if flag else '' + bolt_nos = self.bolt_numbers if flag else '' + + self.hover_dict["Plate"] = ( + f"Plate: {plate_width} mm x " + f"{plate_height} mm x " + f"{self.plate_thickness if flag else ''} mm" + f"
    Bolt Grade: {self.bolt.bolt_grade_provided if flag else ''}, " + f"Dia: {bolt_dia} mm, " + f"Nos: {bolt_nos}" + f"
    Weld Size (Web): {self.weld_size_web if flag else ''} mm" + ) + + self.hover_dict["Bolt"] = ( + f"Bolt
    Grade: {self.bolt.bolt_grade_provided if flag else ''}" + f"
    Diameter: {bolt_dia} mm" + f"
    No. of Bolts: {bolt_nos}" + ) + self.hover_dict["Weld"] = ( + f"Weld
    Size (Web): {self.weld_size_web if flag else ''} mm" + ) + except Exception: + pass + return out_list # continuity plate details @@ -631,33 +698,44 @@ def stiffener_detailing(self, status): detailing = [] + from django.conf import settings + + BASE_IMAGE_PATH = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images" + ) + if self.connectivity == VALUES_CONN_1[1]: # CW-BW if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - detailing_path = './ResourceFiles/images/BC-CW-BW_Flush.png' + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC-CW-BW_Flush.png") width = 880 height = 493 elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - detailing_path = './ResourceFiles/images/BC-CW-BW_EOW.png' + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC-CW-BW_EOW.png") width = 612 height = 568 else: # Both-way - detailing_path = './ResourceFiles/images/BC-CW-BW_EBW.png' + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC-CW-BW_EBW.png") width = 620 height = 592 else: # CF-BW - if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - detailing_path = './ResourceFiles/images/BC_Stiffener_Flush.png' + if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC_Stiffener_Flush.png") width = 938 height = 478 - elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - detailing_path = './ResourceFiles/images/BC_Stiffener_OWE.png' + elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC_Stiffener_OWE.png") width = 636 height = 562 - else: # Both-way - detailing_path = './ResourceFiles/images/BC_Stiffener_BWE.png' + else: + detailing_path = os.path.join(BASE_IMAGE_PATH, "BC_Stiffener_BWE.png") width = 710 height = 550 + t1 = (None, 'Typical Stiffener Details', TYPE_IMAGE, [detailing_path, width, height, 'Typical stiffener details']) detailing.append(t1) @@ -668,9 +746,28 @@ def weld_details(self, status): weld = [] - t99 = (None, 'Weld Detail - Beam Flange to End Plate Connection', TYPE_IMAGE, - ['./ResourceFiles/images/BB-BC-single_bevel_groove.png', 575.75, 519.4, - 'Weld Detail - beam to end plate connection']) + from django.conf import settings + + image_path = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "BB-BC-single_bevel_groove.png" + ) + + t99 = ( + None, + 'Weld Detail - Beam Flange to End Plate Connection', + TYPE_IMAGE, + [ + image_path, + 575.75, + 519.4, + 'Weld Detail - beam to end plate connection' + ] + ) weld.append(t99) return weld @@ -679,16 +776,28 @@ def detailing(self, status): detailing = [] + from django.conf import settings + + BASE_IMAGE_PATH = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images" + ) + if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path = './ResourceFiles/images/Detailing-Flush.png' + path = os.path.join(BASE_IMAGE_PATH, "Detailing-Flush.png") width = 502 height = 551 + elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path = './ResourceFiles/images/Detailing-OWE.png' + path = os.path.join(BASE_IMAGE_PATH, "Detailing-OWE.png") width = 437 height = 552 + else: # Both-way - path = './ResourceFiles/images/Detailing-BWE.png' + path = os.path.join(BASE_IMAGE_PATH, "Detailing-BWE.png") width = 387 height = 551 @@ -837,7 +946,7 @@ def get_values_for_design_pref(self, key, design_dictionary): KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, KEY_DP_WELD_MATERIAL_G_O: str(fu), KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", - KEY_DP_DETAILING_GAP: '0', + KEY_DP_DETAILING_GAP: '10', KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', KEY_DP_DESIGN_METHOD: "Limit State Design", KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) @@ -865,19 +974,21 @@ def get_3d_components(self): return components def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'End Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Connector", bgcolor) # get the input values from UI and other functions def set_input_values(self, design_dictionary): """ get the input values from UI (input dock and DP) for performing the design etc. """ - super(BeamColumnEndPlate, self).set_input_values(self, design_dictionary) + super(BeamColumnEndPlate, self).set_input_values(design_dictionary) self.module = KEY_DISP_BCENDPLATE self.mainmodule = "Moment Connection" @@ -890,7 +1001,25 @@ def set_input_values(self, design_dictionary): self.supported_section = Beam(designation=design_dictionary[KEY_SUPTDSEC], material_grade=design_dictionary[KEY_SUPTDSEC_MATERIAL]) - self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + # Normalize bolt diameter input (handles "M8", "8", 8, ["M8","M12"], etc.) + def _normalize_diameter(d): + if d is None: + return None + if isinstance(d, (list, tuple, np.ndarray)): + out = [] + for x in d: + if isinstance(x, str): + out.append(float(str(x).strip().upper().replace('MM', '').replace('M', ''))) + else: + out.append(float(x)) + return out + if isinstance(d, str): + return float(d.strip().upper().replace('MM', '').replace('M', '')) + return float(d) + + norm_diam = _normalize_diameter(design_dictionary[KEY_D]) + + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=norm_diam, bolt_type=design_dictionary[KEY_TYP], bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], @@ -929,7 +1058,7 @@ def set_input_values(self, design_dictionary): self.continuity_plate_weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], type=design_dictionary[KEY_DP_WELD_TYPE], fabrication=design_dictionary[KEY_DP_WELD_FAB]) - self.warn_text(self) + self.warn_text() # properties from design preferences @@ -985,13 +1114,13 @@ def set_input_values(self, design_dictionary): self.projection = 12.5 # call functions for design - self.check_compatibility(self) - self.check_minimum_design_action(self) - self.set_parameters(self) - self.design_connection(self) - self.design_continuity_plate(self) - self.design_stiffener(self) - self.design_weld(self) + self.check_compatibility() + self.check_minimum_design_action() + self.set_parameters() + self.design_connection() + self.design_continuity_plate() + self.design_stiffener() + self.design_weld() # warn if a beam of older version of IS 808 is selected def warn_text(self): @@ -1000,15 +1129,15 @@ def warn_text(self): red_list = red_list_function() if self.supported_section.designation in red_list: - logger.warning( + self.self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") if self.supporting_section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") ###################### @@ -1094,12 +1223,12 @@ def check_compatibility(self): self.bc_compatibility_status = False self.design_status = False self.design_status_list.append(self.design_status) - logger.error(": The selected supporting column {} cannot accommodate the selected supported beam {}". + self.logger.error(": The selected supporting column {} cannot accommodate the selected supported beam {}". format(self.supporting_section.designation, self.supported_section.designation)) - logger.warning(": Width of the supported beam by considering the maximum end plate width (B + 25 mm), is more than the clear depth " + self.logger.warning(": Width of the supported beam by considering the maximum end plate width (B + 25 mm), is more than the clear depth " "available at the supporting column") - logger.warning(": Width of supported beam should be less than or equal to {} mm".format(self.column_clear_d)) - logger.info(": Define a beam or a column of suitable compatibility and re-design") + self.logger.warning(": Width of supported beam should be less than or equal to {} mm".format(self.column_clear_d)) + self.logger.info(": Define a beam or a column of suitable compatibility and re-design") else: self.bc_compatibility_status = True @@ -1108,12 +1237,12 @@ def check_compatibility(self): self.bc_compatibility_status = False self.design_status = False self.design_status_list.append(self.design_status) - logger.error(": The selected supporting column {} cannot accommodate the selected supported beam {}". + self.logger.error(": The selected supporting column {} cannot accommodate the selected supported beam {}". format(self.supporting_section.designation, self.supported_section.designation)) - logger.warning(": Width of the supported beam by considering the maximum end plate width (B + 25 mm), is more than the width " + self.logger.warning(": Width of the supported beam by considering the maximum end plate width (B + 25 mm), is more than the width " "available at the supporting column") - logger.warning(": Width of the supported beam should be less than or equal to {} mm".format(self.column_bf)) - logger.info(": Define a beam or a column of suitable compatibility and re-design") + self.logger.warning(": Width of the supported beam should be less than or equal to {} mm".format(self.column_bf)) + self.logger.info(": Define a beam or a column of suitable compatibility and re-design") else: self.bc_compatibility_status = True @@ -1197,13 +1326,13 @@ def check_minimum_design_action(self): if self.IR_moment < 0.5: self.load_moment = round(0.5 * self.supported_section_mom_capa_m_zz, 2) - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " "connection as rigid connection (Annex. F-4.3.1, IS 800:2007)") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") - logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: @@ -1212,13 +1341,13 @@ def check_minimum_design_action(self): else: self.load_moment = round(self.load.moment + ((1 - self.sum_IR) * self.supported_section_mom_capa_m_zz), 2) - logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " + self.logger.warning("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.warning("[Minimum Factored Load] The external factored bending moment ({} kNm) is less than 0.5 times the plastic moment " "capacity of the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " + self.logger.info("The minimum factored bending moment should be at least 0.5 times the plastic moment capacity of the beam to qualify the " "connection as rigid connection (Annex. F-4.3.1, IS 800:2007)") - logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") - logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) + self.logger.info("The value of load(s) is/are set at minimum recommended value as per Cl.10.7 and Annex. F, IS 800:2007") + self.logger.info("Designing the connection for a factored moment of {} kNm".format(self.load_moment)) # elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: # @@ -1245,10 +1374,10 @@ def check_minimum_design_action(self): self.minimum_load_status_moment = True self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment capacity of " + self.logger.error("[Maximum Factored Load] The external factored bending moment ({} kNm) is greater than the plastic moment capacity of " "the beam ({} kNm)".format(self.load.moment, self.supported_section_mom_capa_m_zz)) - logger.warning("The maximum moment carrying capacity of the beam is {} kNm".format(self.supported_section_mom_capa_m_zz)) - logger.info("Define the value of factored bending moment as {} kNm or less and re-design". + self.logger.warning("The maximum moment carrying capacity of the beam is {} kNm".format(self.supported_section_mom_capa_m_zz)) + self.logger.info("Define the value of factored bending moment as {} kNm or less and re-design". format(self.supported_section_mom_capa_m_zz)) # Maximum axial force check @@ -1256,10 +1385,10 @@ def check_minimum_design_action(self): self.load_axial = self.supported_section_axial_capa # kNm self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " + self.logger.error("[Maximum Factored Load] The external factored axial force ({} kN) is greater than the axial capacity of " "the beam ({} kN)".format(self.load.axial_force, self.supported_section_axial_capa)) - logger.warning("The maximum axial capacity of the beam is {} kN".format(self.supported_section_axial_capa)) - logger.info("Define the value of axial force as {} kN or less and re-design".format(self.supported_section_axial_capa)) + self.logger.warning("The maximum axial capacity of the beam is {} kN".format(self.supported_section_axial_capa)) + self.logger.info("Define the value of axial force as {} kN or less and re-design".format(self.supported_section_axial_capa)) else: self.load_axial = self.input_axial_force @@ -1267,20 +1396,20 @@ def check_minimum_design_action(self): if self.load.shear_force < min((0.15 * self.supported_section_shear_capa), 40): self.minimum_load_status_shear = True self.load_shear = min((0.15 * self.supported_section_shear_capa), 40) - logger.warning("[Minimum Factored Load] The external factored shear force ({} kN) is less than the minimum recommended design action on " + self.logger.warning("[Minimum Factored Load] The external factored shear force ({} kN) is less than the minimum recommended design action on " "the member".format(self.load_shear)) - logger.info("The minimum factored shear force should be at least {} (0.15 times the shear capacity of the beam in low shear) or 40 kN " + self.logger.info("The minimum factored shear force should be at least {} (0.15 times the shear capacity of the beam in low shear) or 40 kN " "whichever is less [Ref. Cl. 10.7, IS 800:2007]".format(0.15 * self.supported_section_shear_capa)) - logger.info("Designing the connection for a factored shear load of {} kNm".format(self.load_shear)) + self.logger.info("Designing the connection for a factored shear load of {} kNm".format(self.load_shear)) elif self.load.shear_force > self.supported_section_shear_capa: self.load_shear = self.supported_section_shear_capa # kN self.minimum_load_status_moment = True self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[Maximum Factored Load] The external factored shear force ({} kN) is greater than the shear capacity of the " + self.logger.error("[Maximum Factored Load] The external factored shear force ({} kN) is greater than the shear capacity of the " "beam ({} kN)".format(self.load_shear, self.supported_section_shear_capa)) - logger.warning("The maximum shear capacity of the beam is {} kN".format(self.supported_section_shear_capa)) - logger.info("Define the value of factored shear force as {} kN or less".format(self.supported_section_shear_capa)) + self.logger.warning("The maximum shear capacity of the beam is {} kN".format(self.supported_section_shear_capa)) + self.logger.info("Define the value of factored shear force as {} kN or less".format(self.supported_section_shear_capa)) else: self.minimum_load_status_shear = False self.load_shear = self.load.shear_force @@ -1349,23 +1478,23 @@ def check_minimum_design_action(self): # 3: Beam-Column compatibility check if self.connectivity == VALUES_CONN_1[0]: # Column Flange - Beam Web, major axis capacity for the column if self.load_moment > self.M_dz: - logger.warning("[Beam-Column Compatibility] The design factored bending moment ({} kNm) being transferred from the beam to the " + self.logger.warning("[Beam-Column Compatibility] The design factored bending moment ({} kNm) being transferred from the beam to the " "column exceeds the maximum capacity of the column section ({} kNm) (acting along the major (z-z) axis)". format(self.load_moment, self.M_dz)) - logger.info("Note: The maximum moment check is based on full capacity of the column section classified as {}, as per Table 2 of " + self.logger.info("Note: The maximum moment check is based on full capacity of the column section classified as {}, as per Table 2 of " "IS 800:2007".format(self.col_classification)) - logger.info("The value of design bending moment is set to be equal to the maximum capacity of the column, i.e. {} kNm". + self.logger.info("The value of design bending moment is set to be equal to the maximum capacity of the column, i.e. {} kNm". format(self.M_dz)) self.load_moment = self.M_dz # kNm else: # Column Web - Beam Web, minor axis capacity for the column if self.load_moment > self.M_dy: - logger.warning("[Beam-Column Compatibility] The design factored bending moment ({} kNm) being transferred from the beam to the " + self.logger.warning("[Beam-Column Compatibility] The design factored bending moment ({} kNm) being transferred from the beam to the " "column exceeds the maximum capacity of the column section ({} kNm) (acting along the minor (y-y) axis)". format(self.load_moment, self.M_dy)) - logger.info("Note: The maximum moment check is based on full capacity of the column section classified as {}, as per Table 2 of " + self.logger.info("Note: The maximum moment check is based on full capacity of the column section classified as {}, as per Table 2 of " "IS 800:2007".format(self.col_classification)) - logger.info("The value of design bending moment is set to be equal to the maximum capacity of the column, i.e. {} kNm". + self.logger.info("The value of design bending moment is set to be equal to the maximum capacity of the column, i.e. {} kNm". format(self.M_dy)) self.load_moment = self.M_dy # kNm @@ -1388,8 +1517,8 @@ def set_parameters(self): if self.connectivity == VALUES_CONN_1[0]: # 'Column flange-Beam web' if i < max(self.beam_tf, self.beam_tw, self.column_tf): - logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest of the elements being connected".format(i)) - logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(round(max(self.beam_tf, self.beam_tw, + self.logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest of the elements being connected".format(i)) + self.logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(round(max(self.beam_tf, self.beam_tw, self.column_tf)), 2)) else: self.plate_thickness.append(i) @@ -1397,8 +1526,8 @@ def set_parameters(self): else: # 'Column web-Beam web' if i < max(self.beam_tf, self.beam_tw, self.column_tw): self.plate_thickness.append(i) - logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest of the elements being connected".format(i)) - logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(round(max(self.beam_tf, self.beam_tw, + self.logger.warning("[End Plate] The end plate of {} mm is thinner than the thickest of the elements being connected".format(i)) + self.logger.info("Selecting a plate of higher thickness which is at least {} mm thick".format(round(max(self.beam_tf, self.beam_tw, self.column_tw)), 2)) else: self.plate_thickness.append(i) @@ -1410,9 +1539,9 @@ def set_parameters(self): if len(self.plate_thickness_list) == 0: self.design_status = False self.design_status_list.append(self.design_status) - logger.error("[End Plate] The list of plate thicknesses passed into the solver is insufficient to perform end plate design") - logger.warning("The end plate should at least be thicker than the maximum thickness of the connecting element(s)") - logger.info("Provide a plate/list of plates with a minimum thickness of {} mm".format(max(self.beam_tf, self.beam_tw, self.column_tf, + self.logger.error("[End Plate] The list of plate thicknesses passed into the solver is insufficient to perform end plate design") + self.logger.warning("The end plate should at least be thicker than the maximum thickness of the connecting element(s)") + self.logger.info("Provide a plate/list of plates with a minimum thickness of {} mm".format(max(self.beam_tf, self.beam_tw, self.column_tf, self.column_tw))) # set bolt diameter, grade combination @@ -1425,14 +1554,14 @@ def set_parameters(self): self.bolt_list.append(k) self.bolt_list = self.bolt_list - logger.info("[Bolt Design] Bolt diameter and grade combination ready to perform bolt design") - logger.info("The solver has selected {} combinations of bolt diameter and grade to perform optimum bolt design in an iterative manner " + self.logger.info("[Bolt Design] Bolt diameter and grade combination ready to perform bolt design") + self.logger.info("The solver has selected {} combinations of bolt diameter and grade to perform optimum bolt design in an iterative manner " .format(len(self.bolt_list) / 2)) # create a list of tuple with a combination of each bolt diameter with each grade for iteration # list is created using the approach --- minimum diameter, small grade to maximum diameter, high grade self.bolt_list = [x for x in zip(*[iter(self.bolt_list)] * 2)] - # logger.info("Checking the design with the following bolt diameter-grade combination {}".format(self.bolt_list)) + # self.logger.info("Checking the design with the following bolt diameter-grade combination {}".format(self.bolt_list)) def design_connection(self): """ perform analysis and design of bolt and end plate """ @@ -1444,16 +1573,16 @@ def design_connection(self): if self.t_wc > self.column_tw: self.web_stiffener_status = True - logger.warning("[Column Web] The web of the column is susceptible to shear bucking due to the reaction transferred by the beam to " + self.logger.warning("[Column Web] The web of the column is susceptible to shear bucking due to the reaction transferred by the beam to " "the column") - logger.info("The minimum required thickness of the web is {} mm".format(self.t_wc)) - logger.info("Providing stiffening to the column web") + self.logger.info("The minimum required thickness of the web is {} mm".format(self.t_wc)) + self.logger.info("Providing stiffening to the column web") else: self.web_stiffener_status = False - logger.warning("[Column Web] The web of the column is safe against shear bucking due to the reaction transferred by the beam " + self.logger.warning("[Column Web] The web of the column is safe against shear bucking due to the reaction transferred by the beam " "to the column") - logger.info("The minimum required thickness of the web i.e. {} mm is satisfied".format(self.t_wc)) - logger.info("Additional stiffening of the column web is not required") + self.logger.info("The minimum required thickness of the web i.e. {} mm is satisfied".format(self.t_wc)) + self.logger.info("Additional stiffening of the column web is not required") if self.web_stiffener_status == True: @@ -1487,9 +1616,9 @@ def design_connection(self): self.web_stiffener_thk_provided = 'N/A' # performing the check with minimum plate thickness and a suitable bolt dia-grade combination (thin plate - large dia approach) - logger.info("[Optimisation] Performing the design by optimising the plate thickness, using the most optimum plate and a suitable bolt " + self.logger.info("[Optimisation] Performing the design by optimising the plate thickness, using the most optimum plate and a suitable bolt " "diameter approach") - logger.info("If you wish to optimise the bolt diameter-grade combination, pass a higher value of plate thickness using the Input Dock") + self.logger.info("If you wish to optimise the bolt diameter-grade combination, pass a higher value of plate thickness using the Input Dock") # loop starts self.helper_file_design_status = False # initialise status to False to activate the loop for first (and subsequent, if required) iteration(s) @@ -1580,9 +1709,9 @@ def design_connection(self): if (self.plate_thickness == self.plate_thickness_list[-1]) and (self.design_status is False): self.design_status_list.append(self.design_status) - logger.error("[Compatibility Error]: The given beam cannot accommodate at least a single row of bolt (inside top and " + self.logger.error("[Compatibility Error]: The given beam cannot accommodate at least a single row of bolt (inside top and " "bottom flange) with a trial diameter of {} mm ".format(self.bolt_diameter_provided)) - logger.info("Re-design the connection by defining a bolt of smaller diameter or beam of a suitable depth ") + self.logger.info("Re-design the connection by defining a bolt of smaller diameter or beam of a suitable depth ") self.rows_inside_D_max = 0 self.bolt_row = 0 self.bolt_row_web = 0 @@ -1616,16 +1745,16 @@ def design_connection(self): if self.ep_width_provided >= space_req_4col: self.bolt_column = 4 # two columns on each side - # logger.info( + # self.logger.info( # "The provided beam can accommodate two columns of bolts on either side of the web [Ref. based on the detailing " # "requirement]") - # logger.info("Performing the design with two column of bolts on each side") + # self.logger.info("Performing the design with two column of bolts on each side") if (self.ep_width_provided >= space_req_2col) and (self.ep_width_provided < space_req_4col): self.bolt_column = 2 # one column on each side - # logger.info("The provided beam can accommodate a single column of bolt on either side of the web [Ref. based on " + # self.logger.info("The provided beam can accommodate a single column of bolt on either side of the web [Ref. based on " # "detailing requirement]") - # logger.info("Performing the design with a single column of bolt on each side") + # self.logger.info("Performing the design with a single column of bolt on each side") if self.ep_width_provided < space_req_2col: self.bolt_column = 0 @@ -1635,9 +1764,9 @@ def design_connection(self): if (self.plate_thickness == self.plate_thickness_list[-1]) and (self.design_status is False): self.design_status_list.append(self.design_status) - logger.error("[Detailing] The beam is not wide enough to accommodate a single column of bolt on either side") - logger.error("The defined beam is not suitable for performing connection design") - logger.info( + self.logger.error("[Detailing] The beam is not wide enough to accommodate a single column of bolt on either side") + self.logger.error("The defined beam is not suitable for performing connection design") + self.logger.info( "Please define another beam which has sufficient width (minimum, {} mm) and re-design".format(space_req_2col)) # Check 6: bolt design @@ -1664,7 +1793,7 @@ def design_connection(self): # create a list of tuple with a combination of number of columns and rows for running the iteration combined_list = [x for x in zip(*[iter(combined_list)] * 2)] - # logger.info("Checking the design with the following number of column and rows combination {}".format(combined_list)) + # self.logger.info("Checking the design with the following number of column and rows combination {}".format(combined_list)) # selecting each possible combination of column and row iteratively to perform design checks # starting from minimum column and row to maximum until overall bolt design status is True @@ -1839,62 +1968,62 @@ def design_connection(self): # Log messages for helper file if not self.call_helper.flange_capacity_status: - logger.error( + self.logger.error( "[Flange Strength] The reaction at the compression flange of the beam {} kN exceeds the flange capacity {} " "kN". format(round(self.call_helper.r_c, 2), self.call_helper.flange_capacity)) - logger.error("Reaction on the flange exceeds the flange capacity by {} kN". + self.logger.error("Reaction on the flange exceeds the flange capacity by {} kN". format(round(self.call_helper.r_c - self.call_helper.flange_capacity, 2))) - logger.warning("The beam flange can have local buckling") - logger.info( + self.logger.warning("The beam flange can have local buckling") + self.logger.info( "Select a different beam with more flange area or provide stiffening at the flange to increase the beam " "flange thickness. Re-design connection using the effective flange thickness after stiffening") - logger.info("Custom beams can be defined through the Osdag Design Preferences tab") + self.logger.info("Custom beams can be defined through the Osdag Design Preferences tab") else: - logger.info( + self.logger.info( "[Flange Strength] The reaction at the compression flange of the beam {} kN is less than the flange capacity" " {} kN. The flange strength requirement is satisfied.". format(round(self.call_helper.r_c, 2), self.call_helper.flange_capacity)) if not self.call_helper.plate_design_status: - logger.error( + self.logger.error( "[End Plate] The selected trial end plate of {} mm is insufficient and fails in the moment capacity check". format(self.plate_thickness)) - logger.info( + self.logger.info( "The minimum required thickness of end plate is {} mm".format( round(self.call_helper.plate_thickness_req, 2))) - logger.info("Re-designing the connection with a plate of available higher thickness") + self.logger.info("Re-designing the connection with a plate of available higher thickness") else: - logger.info( + self.logger.info( "[End Plate] The end plate of {} mm passes the moment capacity check. The end plate is checked for yielding " "due tension caused by bending moment and prying force".format(self.plate_thickness)) if not self.call_helper.bolt_tension_design_status: - logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the tension check". + self.logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.error( + self.logger.error( "Total tension demand on bolt (due to direct tension + prying action) is {} kN and exceeds the bolt tension " "capacity ({} kN)".format(self.call_helper.bolt_tension_demand, self.call_helper.bolt_tension_capacity)) - logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") + self.logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") else: - logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the tension check". + self.logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.info( + self.logger.info( "Total tension demand on bolt (due to direct tension + prying action) is {} kN and the bolt tension " "capacity is ({} kN)".format(self.call_helper.bolt_tension_demand, self.call_helper.bolt_tension_capacity)) if not self.call_helper.bolt_design_combined_check_status: - logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the combined shear + tension check". + self.logger.error("[Bolt Design] The bolt of {} mm diameter and {} grade fails the combined shear + tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.error( + self.logger.error( "The Interaction Ratio (IR) of the critical bolt is {} ".format(self.call_helper.bolt_combined_check_UR)) - logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") + self.logger.info("Re-designing the connection with a bolt of higher grade and/or diameter") else: - logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the combined shear + tension check". + self.logger.info("[Bolt Design] The bolt of {} mm diameter and {} grade passes the combined shear + tension check". format(self.bolt_diameter_provided, self.bolt_grade_provided)) - logger.info( + self.logger.info( "The Interaction Ratio (IR) of the critical bolt is {} ".format(self.call_helper.bolt_combined_check_UR)) # shear design @@ -2177,8 +2306,8 @@ def design_weld(self): # allowable stress check if self.f_e > self.allowable_stress: self.web_weld_groove_status = True - logger.warning("[Weld Design] The weld at web fails in the combined axial and shear design check with the available length") - logger.info("Providing groove weld at the web") + self.logger.warning("[Weld Design] The weld at web fails in the combined axial and shear design check with the available length") + self.logger.info("Providing groove weld at the web") else: self.web_weld_groove_status = False else: @@ -2286,13 +2415,13 @@ def design_weld(self): self.design_status = True if self.design_status: - logger.info(": ========== Design Status ============") - logger.info(": Overall beam to column end plate connection design is SAFE") - logger.info(": ========== End Of Design ============") + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall beam to column end plate connection design is SAFE") + self.logger.info(": ========== End Of Design ============") else: - logger.info(": ========== Design Status ============") - logger.info(": Overall beam to column end plate connection design is UNSAFE") - logger.info(": ========== End Of Design ============") + self.logger.info(": ========== Design Status ============") + self.logger.info(": Overall beam to column end plate connection design is UNSAFE") + self.logger.info(": ========== End Of Design ============") def save_design(self, popup_summary): # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") @@ -2368,14 +2497,14 @@ def save_design(self, popup_summary): "Section Details ": self.report_supported, "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_PLATETHK: str(list(np.int_(self.plate.thickness))), + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), KEY_DISP_MATERIAL: self.plate.material, KEY_DISP_FU: self.plate.fu, KEY_DISP_FY: self.plate.fy, "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), KEY_DISP_TYP: self.bolt.bolt_type, KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, @@ -3224,36 +3353,38 @@ def save_design(self, popup_summary): # End of design report if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path_detailing = '/ResourceFiles/images/Detailing-Flush.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-Flush.png")) elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path_detailing = '/ResourceFiles/images/Detailing-OWE.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-OWE.png")) else: # Both-way - path_detailing = '/ResourceFiles/images/Detailing-BWE.png' + path_detailing = str(files("osdag_core.data.ResourceFiles.images").joinpath("Detailing-BWE.png")) if self.connectivity == VALUES_CONN_1[1]: # CW-BW if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path_stiffener = '/ResourceFiles/images/BC-CW-BW_Flush.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC-CW-BW_Flush.png")) elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path_stiffener = '/ResourceFiles/images/BC-CW-BW_EOW.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC-CW-BW_EOW.png")) else: # Both-way - path_stiffener = '/ResourceFiles/images/BC-CW-BW_EBW.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC-CW-BW_EBW.png")) else: # CF-BW if self.endplate_type == VALUES_ENDPLATE_TYPE[0]: # Flush EP - path_stiffener = '/ResourceFiles/images/BC_Stiffener_Flush.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_Stiffener_Flush.png")) elif self.endplate_type == VALUES_ENDPLATE_TYPE[1]: # One-way - path_stiffener = '/ResourceFiles/images/BC_Stiffener_OWE.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_Stiffener_OWE.png")) else: # Both-way - path_stiffener = '/ResourceFiles/images/BC_Stiffener_BWE.png' + path_stiffener = str(files("osdag_core.data.ResourceFiles.images").joinpath("BC_Stiffener_BWE.png")) - path_weld = "/ResourceFiles/images/BB-BC-single_bevel_groove.png" + path_weld = str(files("osdag_core.data.ResourceFiles.images").joinpath("BB-BC-single_bevel_groove.png")) Disp_2d_image = [path_weld, path_detailing, path_stiffener] Disp_3d_image = "/ResourceFiles/images/3d.png" print(sys.path[0]) rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3d_image, module=self.module) + return True \ No newline at end of file diff --git a/osdag_core/design_type/connection/beam_cover_plate.py b/osdag_core/design_type/connection/beam_cover_plate.py new file mode 100644 index 000000000..67b5d07b0 --- /dev/null +++ b/osdag_core/design_type/connection/beam_cover_plate.py @@ -0,0 +1,4325 @@ +""" +Started on 1st November, 2019. + +@author: Kumari Anjali Jatav + +Module: Beam-Beam Cover Plate Bolted Connection + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + 2) Design of Steel Structures by N. Subramanian + 3) IS 1367 (Part3):2002 - TECHNICAL SUPPLY CONDITIONS FOR THREADED STEEL FASTENERS + +""" + +from .moment_connection import MomentConnection +from ...utils.common.component import * +# from ...cad.common_logic import CommonDesignLogic +from ...Common import * +from ...utils.common.load import Load +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +import logging +from ...custom_logger import CustomLogger + + +class BeamCoverPlate(MomentConnection): + hover_dict = {} + + def __init__(self): + super(BeamCoverPlate, self).__init__() + self.hover_dict = {} + self.design_status = False + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + """ + + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + It returns list of tuple which contains, tab name, keys whose values will be changed, + function to change the values and arguments for the function. + + [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] + + Here Argument list should have only one element. + Changing of this element,(either changing index or text depending on widget type), + will update the list of keys (this can be more than one). + + """ + + change_tab = [] + + t2 = (KEY_DISP_BEAMSEC, [KEY_SEC_MATERIAL], [ + KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t2) + + t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + change_tab.append(t3) + + t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_BEAMSEC, [KEY_SECSIZE], [ + KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [ + KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t5 = ("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets are design preference values to default. + If any design preference value needs to be set to input dock value, tuple shall be written as: + + (Key of input dock, [List of Keys from design preference], 'Input Dock') + + If the values needs to be set to default, + + (None, [List of Design Preference Keys], '') + + """ + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + + add_buttons = [] + + t2 = (KEY_DISP_BEAMSEC, KEY_SECSIZE, TYPE_COMBOBOX, + KEY_SECSIZE, None, None, "Beams") + add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu + else: + fu = '' + + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: str(0.3), + KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_GAP: '3', + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) + }[key] + + return val + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_btb_cover_plate_bolt_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop( + unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def out_bolt_bearing(self, arg): + + bolt_type = arg[0] + if bolt_type != TYP_BEARING: + return True + else: + return False + + def preference_type(self, args): + + pref_type = args[0] + if pref_type == VALUES_FLANGEPLATE_PREFERENCES[0]: + return True + else: + return False + + def input_value_changed(self): + + lst = [] + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, + TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_DOCK, self.preference_type) + lst.append(t8) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_LABEL, self.preference_type) + lst.append(t8) + + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_DOCK, self.preference_type) + lst.append(t8) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_LABEL, self.preference_type) + lst.append(t8) + + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_DOCK, self.preference_type) + lst.append(t8) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_LABEL, self.preference_type) + lst.append(t8) + + return lst + + def input_values(self): + + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_BEAMCOVERPLATE, + TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, + VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t17 = (KEY_MOMENT, KEY_DISP_MOMENT, + TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t17) + + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, + None, True, 'Int Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, + None, True, 'Int Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, + VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') + options_list.append(t18) + + t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, + TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') + options_list.append(t19) + + t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') + options_list.append(t20) + + t21 = (None, DISP_TITLE_WEBSPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') + options_list.append(t21) + + t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') + options_list.append(t22) + + return options_list + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + t4 = (KEY_WEBPLATE_THICKNESS, self.plate_thick_customized) + list1.append(t4) + t5 = (KEY_FLANGEPLATE_THICKNESS, self.plate_thick_customized) + list1.append(t5) + + return list1 + + def flangespacing(self, flag): + + flangespacing = [] + t00 = (None, "", TYPE_NOTE, + "Representative Image for Spacing Details - 3 x 3 pattern considered") + flangespacing.append(t00) + + # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') + # spacing.append(t99) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_1.png")), 400, 278, ""]) + flangespacing.append(t99) + t21 = (KEY_FLANGE_PITCH, KEY_DISP_FLANGE_PLATE_PITCH, TYPE_TEXTBOX, + self.flange_plate.pitch_provided) + flangespacing.append(t21) + + t22 = (KEY_ENDDIST_FLANGE, KEY_DISP_END_DIST_FLANGE, TYPE_TEXTBOX, + self.flange_plate.end_dist_provided) + flangespacing.append(t22) + + t23 = (KEY_FLANGE_PLATE_GAUGE, KEY_DISP_FLANGE_PLATE_GAUGE, TYPE_TEXTBOX, + self.flange_plate.gauge_provided) + flangespacing.append(t23) + + t24 = (KEY_EDGEDIST_FLANGE, KEY_DISP_EDGEDIST_FLANGE, TYPE_TEXTBOX, + self.flange_plate.edge_dist_provided) + flangespacing.append(t24) + return flangespacing + # + + def webspacing(self, flag): + + webspacing = [] + t00 = (None, "", TYPE_NOTE, + "Representative Image for Spacing Details - 3 x 3 pattern considered") + webspacing.append(t00) + + # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') + # spacing.append(t99) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_1.png")), 400, 278, ""]) + webspacing.append(t99) + + t8 = (KEY_WEB_PITCH, KEY_DISP_WEB_PLATE_PITCH, TYPE_TEXTBOX, + self.web_plate.pitch_provided if flag else '') + webspacing.append(t8) + + t9 = (KEY_ENDDIST_W, KEY_DISP_END_DIST_W, TYPE_TEXTBOX, + self.web_plate.end_dist_provided if flag else '') + webspacing.append(t9) + + t10 = (KEY_WEB_GAUGE, KEY_DISP_WEB_PLATE_GAUGE, TYPE_TEXTBOX, + self.web_plate.gauge_provided if flag else '') + webspacing.append(t10) + + t11 = (KEY_EDGEDIST_W, KEY_DISP_EDGEDIST_W, TYPE_TEXTBOX, + self.web_plate.edge_dist_provided if flag else '') + webspacing.append(t11) + return webspacing + # + + def flangecapacity(self, flag): + + flangecapacity = [] + t00 = (None, "", TYPE_NOTE, + "Representative image for Failure Pattern (Half Plate)") + flangecapacity.append(t00) + + # t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, + # ['./ResourceFiles/images/L.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] + # flangecapacity.append(t99) + t99 = (None, 'Failure Pattern due to Tension in Plate and Member', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("2L.png")), 400, 202, "Block Shear Pattern"]) + flangecapacity.append(t99) + t30 = (KEY_FLANGE_TEN_CAPACITY, KEY_DISP_FLANGE_TEN_CAPACITY, TYPE_TEXTBOX, + round(self.section.tension_capacity_flange/1000, 2) if flag else '') + flangecapacity.append(t30) + + t30 = (KEY_FLANGE_PLATE_TEN_CAP, KEY_DISP_FLANGE_PLATE_TEN_CAP, TYPE_TEXTBOX, + round(self.flange_plate.tension_capacity_flange_plate / 1000, 2) if flag else '') + flangecapacity.append(t30) + + # t28 = (KEY_FLANGE_PLATE_MOM_DEMAND, KEY_FLANGE_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, + # round(self.flange_plate.moment_demand / 1000000, 2) if flag else '') + # flangecapacity.append(t28) + # + # t29 = (KEY_FLANGE_PLATE_MOM_CAPACITY, KEY_FLANGE_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, + # round(self.flange_plate.moment_capacity/1000, 2) if flag else '') + # flangecapacity.append( t29) + + return flangecapacity + + def webcapacity(self, flag): + webcapacity = [] + t00 = (None, "", TYPE_NOTE, + "Representative image for Failure Pattern (Half Plate)") + webcapacity.append(t00) + + t99 = (None, 'Failure Pattern due to tension in Member and Plate', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("U.png")), 400, 202, "Block Shear Pattern"]) + webcapacity.append(t99) + + t30 = (KEY_WEB_TEN_CAPACITY, KEY_DISP_WEB_TEN_CAPACITY, TYPE_TEXTBOX, + round(self.section.tension_capacity_web / 1000, 2) if flag else '') + webcapacity.append(t30) + + # t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_SECTION, + # ['./ResourceFiles/images/U.png', 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] + # webcapacity.append(t99) + + t30 = (KEY_WEB_PLATE_CAPACITY, KEY_DISP_WEB_PLATE_CAPACITY, TYPE_TEXTBOX, + round(self.web_plate.tension_capacity_web_plate / 1000, 2) if flag else '') + webcapacity.append(t30) + + t99 = (None, 'Failure Pattern due to Shear in Plate', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("L_shear.png")), 400, 210, "Block Shear Pattern"]) + webcapacity.append(t99) + + t30 = (KEY_WEBPLATE_SHEAR_CAPACITY_PLATE, KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE, TYPE_TEXTBOX, + round(self.web_plate.shear_capacity_web_plate / 1000, 2) if flag else '') + webcapacity.append(t30) + # + t15 = (KEY_WEB_PLATE_MOM_DEMAND, KEY_WEB_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, + round(self.web_plate.moment_demand / 1000000, 2) if flag else '') + webcapacity.append(t15) + # + # t16 = (KEY_WEB_PLATE_MOM_CAPACITY, KEY_WEB_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, + # round(self.web_plate.moment_capacity/1000, 2) if flag else '') + # webcapacity.append(t16) + return webcapacity + + def member_capacityoutput(self, flag): + member_capacityoutput = [] + t29 = (KEY_MEMBER_MOM_CAPACITY, KEY_OUT_DISP_MOMENT_CAPACITY, TYPE_TEXTBOX, + round(self.section.moment_capacity / 1000000, 2) if flag else '') + member_capacityoutput.append(t29) + t29 = (KEY_MEMBER_SHEAR_CAPACITY, KEY_OUT_DISP_SHEAR_CAPACITY, TYPE_TEXTBOX, + round(self.shear_capacity1 / 1000, 2) if flag else '') + member_capacityoutput.append(t29) + t29 = (KEY_MEMBER_AXIALCAPACITY, KEY_OUT_DISP_AXIAL_CAPACITY, TYPE_TEXTBOX, + round(self.axial_capacity / 1000, 2) if flag else '') + member_capacityoutput.append(t29) + return member_capacityoutput + + def flange_bolt_capacity(self, flag): + flange_bolt_capacity = [] + + # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/beam_spacing_flange_bolted.png') + # flange_bolt_capacity.append(t99) + t16 = (KEY_FLANGE_BOLT_LINE, KEY_FLANGE_DISP_BOLT_LINE, TYPE_TEXTBOX, + (self.flange_plate.bolt_line) if flag else '') + flange_bolt_capacity.append(t16) + + t16 = (KEY_FLANGE_BOLTS_ONE_LINE, KEY_FLANGE_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, + (self.flange_plate.bolts_one_line) if flag else '') + flange_bolt_capacity.append(t16) + + t16 = (KEY_FLANGE_BOLTS_REQ, KEY_FLANGE_DISP_BOLTS_REQ, TYPE_TEXTBOX, + (self.flange_plate.bolts_required) if flag else '') + flange_bolt_capacity.append(t16) + + t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.flange_bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + flange_bolt_capacity.append(t11) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.flange_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + bolt_bearing_capacity_disp = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) + pass + else: + bolt_bearing_capacity_disp = self.flange_bolt.bolt_bearing_capacity + + t5 = ( + KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + flange_bolt_capacity.append(t5) + if self.flange_plate.beta_lj > 0: + self.flange_plate.beta_lj = round(self.flange_plate.beta_lj, 2) + else: + self.flange_plate.beta_lj = 1 + + t5 = (KEY_REDUCTION_LARGE_GRIP_FLANGE, KEY_DISP_REDUCTION_LARGE_GRIP_FLANGE, TYPE_TEXTBOX, + round(self.flange_plate.beta_lg, 2) if flag else '', True) + flange_bolt_capacity.append(t5) + t5 = (KEY_REDUCTION_FACTOR_LONG_FLANGE, KEY_DISP_REDUCTION_FACTOR_FLANGE, TYPE_TEXTBOX, + round(self.flange_plate.beta_lj, 2) if flag else '', True) + flange_bolt_capacity.append(t5) + t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + round(self.flange_plate.bolt_capacity_red / 1000, 2) if flag else '', True) + flange_bolt_capacity.append(t13) + + t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, + round(self.flange_plate.bolt_force / 1000, 2) if flag else '', True) + flange_bolt_capacity.append(t14) + return flange_bolt_capacity + + def web_bolt_capacity(self, flag): + web_bolt_capacity = [] + # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/beam_spacing_web_bolted.png') + # web_bolt_capacity.append(t99) + t16 = (KEY_WEB_BOLT_LINE, KEY_WEB_DISP_BOLT_LINE, TYPE_TEXTBOX, + (self.web_plate.bolt_line) if flag else '') + web_bolt_capacity.append(t16) + + t16 = (KEY_WEB_BOLTS_ONE_LINE, KEY_WEB_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, + (self.web_plate.bolts_one_line) if flag else '') + web_bolt_capacity.append(t16) + + t16 = (KEY_WEB_BOLTS_REQ, KEY_WEB_DISP_BOLTS_REQ, TYPE_TEXTBOX, + (self.web_plate.bolts_required) if flag else '') + web_bolt_capacity.append(t16) + t11 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.web_bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + web_bolt_capacity.append(t11) + + webbolt_bearing_capacity_disp = '' + if flag is True: + if self.web_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + webbolt_bearing_capacity_disp = round( + self.web_bolt.bolt_bearing_capacity / 1000, 2) + pass + else: + webbolt_bearing_capacity_disp = self.web_bolt.bolt_bearing_capacity + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, webbolt_bearing_capacity_disp if flag else '', + True) + web_bolt_capacity.append(t5) + if self.web_plate.beta_lj > 0: + self.web_plate.beta_lj = round(self.web_plate.beta_lj, 2) + else: + self.web_plate.beta_lj = 1 + + t5 = (KEY_REDUCTION_FACTOR_WEB, KEY_DISP_REDUCTION_FACTOR_WEB, TYPE_TEXTBOX, + round(self.web_plate.beta_lj, 2) if flag else '', True) + web_bolt_capacity.append(t5) + + t13 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + round(self.web_plate.bolt_capacity_red / 1000, 2) if flag else '', True) + web_bolt_capacity.append(t13) + + t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, + round(self.web_plate.bolt_force / 1000, 2) if flag else '', True) + web_bolt_capacity.append(t14) + return web_bolt_capacity + + def output_values(self, flag): + """ + Args: + for flange plate: + key height is assigned as width + key Length: length + for web plate: + key length is assigned as width + key height: height + Returns: + """ + + out_list = [] + t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) + out_list.append(t4) + t21 = ( + KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, [ + 'Member Capacity', self.member_capacityoutput], + True) + out_list.append(t21) + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, + int(self.bolt.bolt_diameter_provided) if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_DISP_GRD, TYPE_TEXTBOX, + self.bolt.bolt_grade_provided if flag else '', True) + out_list.append(t3) + + t8 = (None, DISP_TITLE_BOLT_CAPACITIES, TYPE_TITLE, None, True) + out_list.append(t8) + + t21 = (KEY_BOLT_CAPACITIES, DISP_TITLE_BOLT_CAPACITY_FLANGE, TYPE_OUT_BUTTON, [ + 'Flange Bolt Capacity', self.flange_bolt_capacity], True) + out_list.append(t21) + + t21 = (KEY_BOLT_CAPACITIES_WEB, DISP_TITLE_BOLT_CAPACITY_WEB, TYPE_OUT_BUTTON, + ['Web Bolt Capacity', self.web_bolt_capacity], True) + out_list.append(t21) + + # t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) + # out_list.append(t4) + + t4 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True) + out_list.append(t4) + + t5 = (KEY_WEB_PLATE_HEIGHT, KEY_DISP_WEB_PLATE_HEIGHT, TYPE_TEXTBOX, + self.web_plate.height if flag else '', True) + out_list.append(t5) + + t6 = (KEY_WEB_PLATE_LENGTH, KEY_DISP_WEB_PLATE_LENGTH, TYPE_TEXTBOX, + self.web_plate.length if flag else '', True) + out_list.append(t6) + + t7 = (KEY_OUT_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, TYPE_TEXTBOX, + self.web_plate.thickness_provided if flag else '', True) + out_list.append(t7) + + t21 = (KEY_WEB_SPACING, KEY_DISP_WEB_SPACING, TYPE_OUT_BUTTON, + ['Web Spacing Details', self.webspacing], True) + out_list.append(t21) + + # t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, + # ['Web Capacity', self.webcapacity], True) + # out_list.append(t21) + + t17 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True) + out_list.append(t17) + t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_OUTER, TYPE_TITLE, None, True) + out_list.append(t17) + t18 = (KEY_FLANGE_PLATE_HEIGHT, KEY_DISP_FLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, + self.flange_plate.height if flag else '', True) + out_list.append(t18) + + t19 = (KEY_FLANGE_PLATE_LENGTH, KEY_DISP_FLANGE_PLATE_LENGTH, TYPE_TEXTBOX, + self.plate_out_len if flag else '', True) + out_list.append(t19) + + t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_TEXTBOX, + self.flange_out_plate_tk if flag else '', True) + out_list.append(t20) + t21 = (KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, [ + 'Flange Spacing Details', self.flangespacing], True) + out_list.append(t21) + + # t21 = (KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, + # TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) + # out_list.append(t21) + + t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) + out_list.append(t17) + t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, + self.flange_plate.Innerheight if flag else '', False) + out_list.append(t18) + + t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, + self.plate_in_len if flag else '', False) + out_list.append(t19) + # if flag is True: + t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, + self.flange_in_plate_tk if flag else '', False) + out_list.append(t20) + + # t21 = (KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], + + # t21 = ( + # KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], + + # True) + # out_list.append(t21) + # + # t21 = ( + # KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) + # out_list.append(t21) + + # pass + # else: + # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) + # out_list.append(t17) + # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, + # self.flange_plate.Innerheight if flag else '', False) + # out_list.append(t18) + + # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, + # self.flange_plate.Innerlength if flag else '', False) + # out_list.append(t19) + # + # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, + # self.flange_plate.thickness_provided if flag else '', False) + # out_list.append(t20) + # + # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) + # out_list.append(t17) + # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, + # self.flange_plate.Innerheight if flag else '', False) + # out_list.append(t18) + # + # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, + # self.flange_plate.Innerlength if flag else '', False) + # out_list.append(t19) + # + # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, + # self.flange_plate.thickness_provided if flag else '', False) + # out_list.append(t20) + + # t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, True) + # out_list.append(t17) + # t18 = (KEY_INNERFLANGE_PLATE_HEIGHT, KEY_DISP_INNERFLANGE_PLATE_HEIGHT, TYPE_TEXTBOX, + # self.flange_plate.Innerheight if flag else '',True) + # out_list.append(t18) + # + # t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, + # self.flange_plate.Innerlength if flag else '',True) + # out_list.append(t19) + # + # t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, + # self.flange_plate.thickness_provided if flag else '',True) + # out_list.append(t20) + + # Populate hover dict + try: + # Beam + self.hover_dict["Beam"] = ( + f"Beam
    " + f"Section: {self.section.designation if flag else ''}
    " + f"Depth: {self.section.depth if flag else ''} mm
    " + f"Flange Width: {self.section.flange_width if flag else ''} mm
    " + f"Web Thickness: {self.section.web_thickness if flag else ''} mm
    " + f"Flange Thickness: {self.section.flange_thickness if flag else ''} mm" + ) + + # Cover Plates (Flange + Web) + cover_plate_info = ( + f"Cover Plates
    " + f"Flange Plate: {self.flange_plate.length if flag else ''} Ɨ " + f"{self.flange_plate.height if flag else ''} Ɨ " + f"{self.flange_out_plate_tk if flag else ''} mm
    " + f"Inner Flange Plate: {self.plate_in_len if flag else ''} Ɨ " + f"{self.flange_plate.Innerheight if flag else ''} Ɨ " + f"{self.flange_in_plate_tk if flag else ''} mm
    " + f"Web Plate: {self.web_plate.length if flag else ''} Ɨ " + f"{self.web_plate.height if flag else ''} Ɨ " + f"{self.web_plate.thickness_provided if flag else ''} mm" + ) + self.hover_dict["Plate"] = cover_plate_info + self.hover_dict["Cover Plate"] = cover_plate_info # alias for SmartPart.jsx 'coverplate' mesh + except Exception: + pass + return out_list + + def warn_text(self): + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + + # @author Arsil Zunzunia + global logger + red_list = red_list_function() + if self.section.designation in red_list or self.section.designation in red_list: + self.logger.warning( + " : You are using a section (in red color) that is not available in latest version of IS 808") + self.logger.info( + " : You are using a section (in red color) that is not available in latest version of IS 808") + + @staticmethod + def module_name(): + return KEY_DISP_BEAMCOVERPLATE + + def set_input_values(self, design_dictionary): + super(BeamCoverPlate, self).set_input_values(design_dictionary) + + self.module = design_dictionary[KEY_MODULE] + # self.connectivity = design_dictionary[KEY_CONN] + self.preference = design_dictionary[KEY_FLANGEPLATE_PREFERENCES] + self.material = design_dictionary[KEY_MATERIAL] + + self.section = Beam(designation=design_dictionary[KEY_SECSIZE], + material_grade=design_dictionary[KEY_SEC_MATERIAL]) + print("anjali", design_dictionary[KEY_DP_DETAILING_EDGE_TYPE]) + self.web_bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], + bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) + + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], + bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) + self.flange_bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], + bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) + + self.flange_plate = Plate(thickness=design_dictionary.get(KEY_FLANGEPLATE_THICKNESS, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], + gap=design_dictionary[KEY_DP_DETAILING_GAP]) + + self.web_plate = Plate(thickness=design_dictionary.get(KEY_WEBPLATE_THICKNESS, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], + gap=design_dictionary[KEY_DP_DETAILING_GAP]) + + # self.flange_check_thk =[] + # self.web_check_thk = [] + # self.previous_thk_flange =[] + # self.previous_thk_web =[] + self.member_capacity_status = False + self.initial_pt_thk_status = False + self.initial_pt_thk_status_web = False + self.webheight_status = False + self.select_bolt_dia_status = False + self.get_plate_details_status = False + self.flange_check_axial_status = False + self.flange_plate_check_status = False + self.web_axial_check_status = False + self.web_plate_axial_check_status = False + self.web_shear_plate_check_status = False + self.warn_text() + self.member_capacity() + # self.hard_values(self) + + def hard_values(self): + # Select Selection WPB 240* 240 * 60.3 (inside Ouside)- material E 250 fe 450A bearing + # flange bolt + self.load.moment = 8.318420 # kN + self.factored_axial_load = 481.745 # KN + self.load.shear_force = 111.906 # kN + self.flange_bolt.bolt_type = "Bearing Bolt" + # self.flange_bolt.bolt_hole_type = bolt_hole_type + # self.flange_bolt.edge_type = edge_type + # self.flange_bolt.mu_f = float(mu_f) + self.flange_bolt.connecting_plates_tk = None + + self.flange_bolt.bolt_grade_provided = 3.6 + self.flange_bolt.bolt_diameter_provided = 24 + self.flange_bolt.dia_hole = 26 + # self.flange_bolt.bolt_shear_capacity = 56580.32638058333 + # self.flange_bolt.bolt_bearing_capacity = 118287.48484848486 + # self.flange_bolt.bolt_capacity = 56580.32638058333 + + # web bolt + self.web_bolt.bolt_type = "Bearing Bolt" + # self.web_bolt.bolt_hole_type = bolt_hole_type + # self.web_bolt.edge_type = edge_type + # self.web_bolt.mu_f = float(mu_f) + self.web_bolt.connecting_plates_tk = None + + self.web_bolt.bolt_grade_provided = 3.6 + self.web_bolt.bolt_diameter_provided = 24 + self.web_bolt.dia_hole = 26 + # self.web_bolt.bolt_shear_capacity = 56580.32638058333 + # self.web_bolt.bolt_bearing_capacity = 69923.63636363638 + # self.web_bolt.bolt_capacity = 69923.63636363638 + # self.web_bolt.min_edge_dist_round = 33 + # self.web_bolt.min_end_dist_round = 33 + # self.web_bolt.min_gauge_round = 50 + # anjali jatav + # self.web_bolt.min_pitch_round = 50 + + # self.web_bolt.max_edge_dist_round = 150 + # self.web_bolt.max_end_dist_round = 150 + # self.web_bolt.max_spacing_round = 300.0 + + # self.web_bolt.bolt_shank_area = 0.0 + # self.web_bolt.bolt_net_area = 0.0 + + # flange plate + self.flange_plate.thickness_provided = 6 + self.flange_plate.height = 240 + self.flange_plate.length = 310 + self.flange_plate.bolt_line = 4 + self.flange_plate.bolts_one_line = 2 + self.flange_plate.bolts_required = 8 + # self.flange_plate.bolt_capacity_red = 56580.32638058333 + # self.flange_plate.bolt_force = 29359.584393928224 + # self.flange_plate.moment_demand= 0 + self.flange_plate.pitch_provided = 60 + self.flange_plate.gauge_provided = 0.0 + self.flange_plate.edge_dist_provided = 45 + self.flange_plate.end_dist_provided = 45 + + # web plate + self.web_plate.thickness_provided = 8 + self.web_plate.height = 200 + self.web_plate.length = 310 + self.web_plate.bolt_line = 4 + self.web_plate.bolts_one_line = 2 + self.web_plate.bolts_required = 8 + self.web_plate.pitch_provided = 60 + self.web_plate.gauge_provided = 110 + self.web_plate.edge_dist_provided = 45 + self.web_plate.end_dist_provided = 45 + # Inner Flange plate + self.flange_plate.thickness_provided = 6 + self.flange_plate.Innerheight = 114.15 + self.flange_plate.Innerlength = 310 + self.flange_plate.gap = 10 + self.web_plate.gap = 10 + + self.flange_plate.midgauge = 101.7 + self.web_plate.midpitch = 100 + self.flange_plate.midpitch = 100 + # self.web_plate.moment_capacity = 0 + self.design_status = True + + def member_capacity(self): + """ + Axial capacity: [Ref: cl.10.7 IS 800:2007] + Moment capacity: [Ref: cl.10.7. IS 800:2007] + Shear capacity: [Ref: cl.8.4 IS 800:2007] + Limit width thickness ratio: [Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007] + Returns: + + """ + self.member_capacity_status = False + if self.section.type == "Rolled": + length = self.section.depth + else: + length = self.section.depth - ( + # -(2*self.supported_section.root_radius) + 2 * self.section.flange_thickness) + gamma_m0 = 1.1 + + ############################# Axial Capacity N ############################ + self.axial_capacity = round( + (self.section.area * self.section.fy) / gamma_m0, 2) # N + self.axial_load_sec_class = round(max(min( + self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N + + # print("self.factored_axial_load", self.factored_axial_load) + + ############################# Shear Capacity # N############################ + # TODO: Review by anjali. limit shear capacity to 0.6 times + + self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * + self.section.web_thickness * self.section.fy * 0.6) / ( + math.sqrt(3) * gamma_m0), + # N # A_v: Total cross sectional area in shear in mm^2 (float) + 2) + # TODO: check with sourabh if minimum shear load is min(0.15Vd,40kN) + self.shear_load1 = min(0.15 * self.shear_capacity1 / 0.6, 40000.0) # N + # print('shear_force', self.load.shear_force) + + # ############################################################# + # TODO: to be reviewed by anjali. web section modulus is renamed as Z_wp,Z_we instead of Z_p,Z_e + self.Z_wp = round(((self.section.web_thickness * ( + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) + self.Z_we = round(((self.section.web_thickness * ( + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) + + # TODO: To be reviewed by anjali. section modulus is saved in Z_p,Z_e + self.Z_p = self.section.plast_sec_mod_z + self.Z_e = self.section.elast_sec_mod_z + + if self.section.type == "Rolled": + self.limitwidththkratio_flange = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, + column_t_w=self.section.web_thickness, + D=self.section.depth, + column_b=self.section.flange_width, + column_fy=self.section.fy, + factored_axial_force=self.axial_load_sec_class, + column_area=self.section.area, + compression_element="External", + section="Rolled") + else: + pass + + if self.section.type2 == "generally": + self.limitwidththkratio_web = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, + column_t_w=self.section.web_thickness, + D=self.section.depth, + column_b=self.section.flange_width, + column_fy=self.section.fy, + factored_axial_force=self.axial_load_sec_class, + column_area=self.section.area, + compression_element="Web of an I-H", + section="generally") + else: + pass + + self.class_of_section = int( + max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) + # TODO:Review by anjali. initally Z_w = Z_p and Z_e now changed to Z_wp and Z_we + if self.class_of_section == 1 or self.class_of_section == 2: + self.Z_w = self.Z_wp + elif self.class_of_section == 3: + self.Z_w = self.Z_we + + if self.class_of_section == 1 or self.class_of_section == 2: + self.beta_b = 1 + elif self.class_of_section == 3: + self.beta_b = self.Z_e / self.Z_p + ############################ moment_capacty ############################ + + self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, + fy=self.section.fy) # N-mm # for section + + self.section.moment_d_deformation_criteria( + fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) + self.Pmc = self.section.plastic_moment_capactiy # N-mm + self.Mdc = self.section.moment_d_def_criteria # N-mm + self.section.moment_capacity = round( + # N-mm + min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) + ############################################################################### + # Todo:Interaction Ratio + ############################################################################## + self.IR_axial = round(self.load.axial_force * + 1000 / self.axial_capacity, 4) + self.IR_shear = round(self.load.shear_force * + 1000 / self.shear_capacity1, 4) + self.IR_moment = round( + self.load.moment * 1000000 / self.section.moment_capacity, 4) + self.sum_IR = round(self.IR_axial + self.IR_moment, 4) + if self.IR_axial < 0.3 and self.IR_moment < 0.5: + self.min_axial_load = 0.3 * self.axial_capacity + self.load_moment_min = 0.5 * self.section.moment_capacity + self.logger.info( + "The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info( + "The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") + + elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: + + if (0.5 - self.IR_moment) < (1 - self.sum_IR): + self.load_moment_min = 0.5 * self.section.moment_capacity + else: + self.load_moment_min = self.load.moment * 1000000 + ( + (1 - self.sum_IR) * self.section.moment_capacity) + self.min_axial_load = self.load.axial_force * 1000 + self.logger.info( + "The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of bending moment is set at {} kNm.".format( + round(self.load_moment_min / 1000000, 2))) + + elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: + + if (0.3 - self.IR_axial) < (1 - self.sum_IR): + self.min_axial_load = 0.3 * self.axial_capacity + else: + self.min_axial_load = self.load.axial_force * \ + 1000 + ((1 - self.sum_IR) * self.axial_capacity) + self.load_moment_min = self.load.moment * 1000000 + self.logger.info( + "The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of axial force is set at {} kN.".format( + round(self.min_axial_load / 1000, 2))) + else: + self.min_axial_load = self.load.axial_force * 1000 + self.load_moment_min = self.load.moment * 1000000 + + #################### + """ + Load Considered + """ + ################# + self.load_moment = round( + max(self.load_moment_min, self.load.moment * 1000000), 2) # N + self.factored_axial_load = round( + max(self.load.axial_force * 1000, self.min_axial_load), 2) # N + self.fact_shear_load = round( + max(self.shear_load1, self.load.shear_force * 1000), 2) # N + + self.moment_web = round((self.Z_w * self.load_moment / (self.section.plast_sec_mod_z)), + 2) # Nm todo add in ddcl # z_w of web & z_p of section + self.moment_flange = round(((self.load_moment) - self.moment_web), 2) + self.axial_force_w = ((self.section.depth - ( + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) # N + self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( + self.section.area) # N + self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( + self.axial_force_f)) + + ########################################################### + if self.factored_axial_load > self.axial_capacity: + self.logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( + round(self.axial_capacity / 1000, 2))) + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + self.member_capacity_status = False + else: + if self.fact_shear_load > self.shear_capacity1: + self.logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( + round(self.shear_capacity1 / 1000, 2))) + self.logger.error( + " : Design of members in high shear is not recommended by Osdag. Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + self.member_capacity_status = False + else: + if self.load_moment > self.section.moment_capacity: + self.member_capacity_status = False + self.logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( + round(self.section.moment_capacity / 1000000), 2)) + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.member_capacity_status = True + self.initial_pt_thk() + + ############################################################# + + def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): + + ############################### WEB MENBER CAPACITY CHECK ############################ + # capacity Check for web in axial = yielding + + if (previous_thk_flange) == None: + pass + else: + # for i in previous_thk_flange: + if previous_thk_flange in self.flange_plate.thickness: + self.flange_plate.thickness.remove(previous_thk_flange) + else: + pass + + if (previous_thk_web) == None: + pass + else: + if previous_thk_web in self.web_plate.thickness: + self.web_plate.thickness.remove(previous_thk_web) + else: + pass + + # + # if (previous_thk_flange) == None: + # pass + # else: + # for i in previous_thk_flange: + # if i in self.flange_plate.thickness: + # self.flange_plate.thickness.remove(i) + # else: + # pass + # + # if (previous_thk_web) == None: + # pass + # else: + # for i in previous_thk_web: + # if i in self.web_plate.thickness: + # self.web_plate.thickness.remove(i) + # else: + # pass + print("thickness_previous_list_flange", previous_thk_flange) + print("thickness_previous_list_web", previous_thk_web) + print("thicknesslist", self.web_plate.thickness) + print("thicknesslist", self.flange_plate.thickness) + self.initial_pt_thk_status = False + self.initial_pt_thk_status_web = False + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness + self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_web, fy=self.section.fy) + if self.section.tension_yielding_capacity_web > self.axial_force_w: + + ################################# FLANGE MEMBER CAPACITY CHECK############################## + A_v_flange = self.section.flange_thickness * self.section.flange_width + self.section.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_flange, fy=self.section.fy) + if self.section.tension_yielding_capacity > self.flange_force: + self.web_plate_thickness_possible = [ + i for i in self.web_plate.thickness if i >= (self.section.web_thickness / 2)] + if self.preference == "Outside": + self.flange_plate_thickness_possible = [ + i for i in self.flange_plate.thickness if i >= self.section.flange_thickness] + else: + self.flange_plate_thickness_possible = [ + i for i in self.flange_plate.thickness if i >= (self.section.flange_thickness / 2)] + if len(self.flange_plate_thickness_possible) == 0: + self.logger.error( + " : The flange plate thickness is less than the flange thickness of the section.") + self.logger.warning(" : The flange plate thickness should be greater than the thickness of the flange of the section, i.e. {} mm." + .format(self.section.flange_thickness)) + self.initial_pt_thk_status = False + self.design_status = False + else: + self.flange_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, + width=self.section.flange_width, + list_of_pt_tk=self.flange_plate_thickness_possible, + t_w=self.section.web_thickness, + r_1=self.section.root_radius, + D=self.section.depth, + preference=self.preference) + self.flange_plate.connect_to_database_to_get_fy_fu( + self.flange_plate.material, self.flange_plate.thickness_provided) + if self.flange_plate.thickness_provided != 0: + if self.preference == "Outside": + if self.outerwidth < 50: + self.logger.error( + " : The outer height of the flange plate is less than 50 mm.") + self.logger.info(" : Select a wider section.") + self.initial_pt_thk_status = False + self.design_status = False + + else: + if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): + self.logger.error( + " : The area of the flange plate is less than the area of the flange.") + self.logger.warning(" : The area of the flange plate should be greater than 1.05 times the area of the flange, i.e. " + "{} mm2.".format(round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the plate.") + self.initial_pt_thk_status = False + self.design_status = False + else: + self.initial_pt_thk_status = True + pass + else: + if self.outerwidth < 50 or self.innerwidth < 50: + self.logger.error( + " : The height of the flange plates is less than 50 mm.") + self.logger.info(" : Select a wider section.") + self.initial_pt_thk_status = False + self.design_status = False + else: + if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): + self.logger.error( + " : The area of flange plates is less than the area of the flange.") + self.logger.warning(" : The area of flange plates should be greater than 1.05 times the area of the flange, i.e. {} " + "mm2.".format(round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the flange plate.") + self.initial_pt_thk_status = False + self.design_status = False + else: + self.initial_pt_thk_status = True + pass + else: + self.initial_pt_thk_status = False + self.design_status = False + self.logger.error( + " : Provided flange plate thickness is not sufficient.") + + self.initial_pt_thk_status_web = False + # self.webheight_status = False + if len(self.web_plate_thickness_possible) == 0: + self.logger.error( + " : The web plate thickness is less than the web thickness of the section.") + self.logger.warning(" : The web plate thickness should be greater than the thickness of web of the section, i.e. {} mm." + .format(self.section.web_thickness)) + self.initial_pt_thk_status_web = False + self.design_status = False + else: + + self.web_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, + width=self.section.flange_width, + list_of_pt_tk=self.web_plate_thickness_possible, + t_w=self.section.web_thickness, + r_1=self.section.root_radius, D=self.section.depth, + preference=None, fp_thk=self.flange_plate.thickness_provided) + self.web_plate.connect_to_database_to_get_fy_fu(self.web_plate.material, + self.web_plate.thickness_provided) + if self.web_plate.thickness_provided != 0: + if self.preference == "Outside": + if self.webplatewidth < self.min_web_plate_height: + self.webheight_status = False + self.design_status = False + self.logger.error(" : Web plate error!") + self.logger.warning(" : The height of the web plate ({} mm) is less than the minimum depth of the plate, i.e. {} mm" + .format(self.webplatewidth, self.min_web_plate_height)) + self.logger.warning("Try a deeper section") + else: + self.webheight_status = True + if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): + self.logger.error( + " : Area of web plates is less than the area of the web.") + self.logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." + .format(round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the web plate.") + self.initial_pt_thk_status_web = False + self.design_status = False + else: + self.initial_pt_thk_status_web = True + # self.webheight_status = True + pass + else: + if self.webplatewidth < self.min_web_plate_height: + self.webheight_status = False + self.design_status = False + self.logger.error(" : Inner plate error!") + self.logger.warning( + " : Decrease the thickness of the inner flange plate or try a wider/deeper section.") + + else: + self.webheight_status = True + if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): + self.logger.error( + " : Area of web plates is less than the area of the web.") + self.logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." + .format(round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the web plate.") + self.initial_pt_thk_status_web = False + self.design_status = False + else: + self.initial_pt_thk_status_web = True + pass + else: + self.initial_pt_thk_status_web = False + self.logger.error( + " : Provided flange plate thickness is not sufficient.") + + if len(self.flange_plate_thickness_possible) == 0: + if len(self.flange_plate.thickness) >= 2: + self.max_thick_f = max(self.flange_plate.thickness) + else: + self.max_thick_f = self.flange_plate.thickness[0] + else: + # if self.flange_plate.thickness_provided ==0: + # if len(self.flange_plate.thickness) >= 2: + # self.max_thick_f = max(self.flange_plate.thickness) + # else: + # self.max_thick_f = self.flange_plate.thickness[0] + # else: + self.max_thick_f = self.flange_plate.thickness_provided + + if len(self.web_plate_thickness_possible) == 0: + if len(self.web_plate.thickness) >= 2: + self.max_thick_w = max(self.web_plate.thickness) + else: + self.max_thick_w = self.web_plate.thickness[0] + else: + # if self.web_plate.thickness_provided == 0: + # if len(self.web_plate.thickness) >= 2: + # self.max_thick_w = max(self.web_plate.thickness) + # else: + # self.max_thick_w = self.web_plate.thickness[0] + # else: + self.max_thick_w = self.web_plate.thickness_provided + + if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.webheight_status == True: + self.design_status = True + self.select_bolt_dia() + else: + self.initial_pt_thk_status = False and self.initial_pt_thk_status_web == False and self.webheight_status == False + self.design_status = False + # self.logger.warning(" : Plate is not possible") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + else: + self.initial_pt_thk_status = False + self.design_status = False + self.logger.warning(" : The tension capacity of the flange is less than the required flange force {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + " : Select a larger beam section or decrease the applied load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.initial_pt_thk_status_web = False + self.design_status = False + self.logger.warning(" : The tension capacity of the web is less than the required axial force, i.e. {} kN." + .format(round(self.axial_force_w/1000, 2))) + self.logger.info( + " : Select a larger beam section or decrease the applied axial load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + def select_bolt_dia(self): + + self.select_bolt_dia_status = False + self.min_plate_height = self.section.flange_width + self.max_plate_height = self.section.flange_width + + axial_force_f = self.factored_axial_load * self.section.flange_width * \ + self.section.flange_thickness / (self.section.area) + + self.flange_force = (((self.moment_flange) / (self.section.depth - + self.section.flange_thickness)) + (axial_force_f)) + self.res_force = math.sqrt( + (self.fact_shear_load) ** 2 + (self.factored_axial_load) ** 2) # N + bolts_required_previous_1 = 2 + bolts_required_previous_2 = 2 + bolt_diameter_previous = self.bolt.bolt_diameter[-1] + + self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] + count_1 = 0 + count_2 = 0 + bolts_one_line = 1 + ###### for flange plate thickness#### + self.bolt_conn_plates_t_fu_fy = [] + if self.preference == "Outside": + self.bolt_conn_plates_t_fu_fy.append( + (self.flange_plate.thickness_provided, self.flange_plate.fu, self.flange_plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (self.section.flange_thickness, self.section.fu, self.section.fy)) + else: + self.bolt_conn_plates_t_fu_fy.append( + (2*self.flange_plate.thickness_provided, self.flange_plate.fu, self.flange_plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (self.section.flange_thickness, self.section.fu, self.section.fy)) + + ##### for web plate thickness###### + self.bolt_conn_plates_web_t_fu_fy = [] + self.bolt_conn_plates_web_t_fu_fy.append( + (2*self.web_plate.thickness_provided, self.web_plate.fu, self.web_plate.fy)) + self.bolt_conn_plates_web_t_fu_fy.append( + (self.section.web_thickness, self.section.fu, self.section.fy)) + + # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS + # FOR FLANGE + if self.preference == "Outside": + self.t_sum1 = self.flange_plate.thickness_provided + self.section.flange_thickness + else: + self.t_sum1 = (2 * self.flange_plate.thickness_provided) + \ + self.section.flange_thickness + + # FOR WEB + self.t_sum2 = (2 * self.web_plate.thickness_provided) + \ + self.section.web_thickness + self.t_sum_max = max(self.t_sum1, self.t_sum2) + self.large_grip_status = False + self.bolt.bolt_diameter_possible = [] + for d in self.bolt.bolt_diameter: + if 8 * d >= self.t_sum_max: + self.bolt.bolt_diameter_possible.append(d) + else: + pass + + print("bolt dia ", d, " mm available bolt list ", + self.bolt.bolt_diameter_possible, " mm") + + if len(self.bolt.bolt_diameter_possible) == 0: + self.large_grip_status = False + self.design_status = False + self.logger.error( + " : The thickness of the connected plates should not be greater than 8 times the bolt diameter.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + else: + self.large_grip_status = True + bolt_design_status_1 = False + bolt_design_status_2 = False + for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter_possible): + + self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + print(self.flange_bolt.min_edge_dist, + self.flange_bolt.edge_type) + + if self.preference == "Outside": + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + else: + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=2) + + self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy) + + self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, + n_planes=2) + + self.flange_plate.get_flange_plate_details(bolt_dia=self.flange_bolt.bolt_diameter_provided, + flange_plate_h_min=self.min_plate_height, + flange_plate_h_max=self.max_plate_height, + bolt_capacity=self.flange_bolt.bolt_capacity, + min_edge_dist=self.flange_bolt.min_edge_dist_round, + min_gauge=self.flange_bolt.min_gauge_round, + max_spacing=self.flange_bolt.max_spacing_round, + max_edge_dist=self.flange_bolt.max_edge_dist_round, + axial_load=self.flange_force, gap=self.flange_plate.gap/2, + web_thickness=self.section.web_thickness, + root_radius=self.section.root_radius, joint="half") + # if self.preference == "Outside": + # plate_quantity = 1 + # else: + # plate_quantity = 2 + # self.flange_plate.length_grip_bolt_cap_red(plate_quantity=plate_quantity, + # parent_tk =self.section.flange_thickness, + # plate_tk=self.flange_plate.thickness_provided, + # diameter = self.flange_bolt.bolt_diameter_provided, + # bolt_capacity = self.flange_plate.bolt_capacity_red, + # vres = self.flange_plate.bolt_force) + + self.min_web_plate_height = round( + self.section.min_plate_height(), 2) + if self.preference == "Outside": + self.max_web_plate_height = self.section.max_plate_height() + else: + self.max_web_plate_height = self.section.depth - 2 * \ + self.section.flange_thickness - (2 * self.webclearance) + + self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * + self.section.web_thickness * + self.factored_axial_load) / (self.section.area) + + self.web_plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_web_plate_height, + web_plate_h_max=self.max_web_plate_height, + bolt_capacity=self.web_bolt.bolt_capacity, + min_edge_dist=self.web_bolt.min_edge_dist_round, + min_gauge=self.web_bolt.min_gauge_round, + max_spacing=self.web_bolt.max_spacing_round, + max_edge_dist=self.web_bolt.max_edge_dist_round, shear_load=self.fact_shear_load, + axial_load=self.axial_force_w, + web_moment=self.moment_web, + gap=(self.web_plate.gap/2), shear_ecc=True, joint="half") + # plate_quantity =2 + # self.web_plate.length_grip_bolt_cap_red(plate_quantity=plate_quantity, + # parent_tk=self.section.web_thickness, + # plate_tk=self.web_plate.thickness_provided, + # diameter=self.web_bolt.bolt_diameter_provided, + # bolt_capacity=self.web_plate.bolt_capacity_red, + # vres=self.web_plate.bolt_force) + + if self.flange_plate.design_status is True and self.web_plate.design_status is True: + if self.flange_plate.bolts_required > bolts_required_previous_1 and count_1 >= 1: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.flange_plate.bolts_required = bolts_required_previous_1 + self.flange_plate.bolt_force = bolt_force_previous_1 + bolt_design_status_1 = self.flange_plate.design_status + break + bolts_required_previous_1 = self.flange_plate.bolts_required + bolt_diameter_previous = self.bolt.bolt_diameter_provided + bolt_force_previous_1 = self.flange_plate.bolt_force + count_1 += 1 + bolt_design_status_1 = self.flange_plate.design_status + + if self.web_plate.bolts_required > bolts_required_previous_2 and count_2 >= 1: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.web_plate.bolts_required = bolts_required_previous_2 + self.web_plate.bolt_force = bolt_force_previous_2 + bolt_design_status_2 = self.web_plate.design_status + break + bolts_required_previous_2 = self.web_plate.bolts_required + bolt_diameter_previous = self.bolt.bolt_diameter_provided + bolt_force_previous_2 = self.web_plate.bolt_force + count_2 += 1 + bolt_design_status_2 = self.web_plate.design_status + + bolt_capacity_req = self.bolt.bolt_capacity + + if (self.flange_plate.design_status == False and bolt_design_status_1 != True) or (self.web_plate.design_status == False and bolt_design_status_2 != True): + self.design_status = False + else: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.flange_plate.bolts_required = bolts_required_previous_1 + self.flange_plate.bolt_force = bolt_force_previous_1 + self.web_plate.bolts_required = bolts_required_previous_2 + self.web_plate.bolt_force = bolt_force_previous_2 + + if bolt_design_status_1 is True and bolt_design_status_2 is True: + self.flange_plate.spacing_status = True + self.web_plate.spacing_status = True + self.design_status = True + self.select_bolt_dia_status = True + self.get_bolt_grade() + else: + if self.flange_plate.spacing_status == False: + self.logger.error( + " : Bolted connection is not possible at the flange due to the spacing requirements.") + if self.web_plate.spacing_status == False: + self.logger.error( + " : Bolt connection is not possible at the web due to the spacing requirements.") + self.design_status = False + self.logger.error(" : Bolted design is not possible.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + # else: + # self.large_grip_status = False + # self.design_status = False + # self.logger.error(" : Connected plate thickness should not be greater than 8 times diameter") + # self.logger.error(" : Design is not safe. \n ") + # self.logger.info(" :=========End Of design===========") + + def get_bolt_grade(self): + print(self.design_status, "Getting bolt grade") + bolt_grade_previous = self.bolt.bolt_grade[-1] + self.select_bolt_dia_status = False + grade_status = False + for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): + count = 1 + self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + + if self.preference == "Outside": + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + else: + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=2) + + self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy) + + self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, + n_planes=2) + + print(self.bolt.bolt_grade_provided, + self.bolt.bolt_capacity, self.flange_plate.bolt_force) + + bolt_capacity_reduced_flange = self.flange_plate.get_bolt_red(self.flange_plate.bolts_one_line, + self.flange_plate.gauge_provided, self.web_plate.bolt_line, self.web_plate.pitch_provided, + self.flange_bolt.bolt_capacity, + self.bolt.bolt_diameter_provided) + bolt_capacity_reduced_web = self.web_plate.get_bolt_red(self.web_plate.bolts_one_line, + self.web_plate.gauge_provided, self.web_plate.bolt_line, self.web_plate.pitch_provided, + self.web_bolt.bolt_capacity, + self.bolt.bolt_diameter_provided) + if (bolt_capacity_reduced_flange < self.flange_plate.bolt_force) and (bolt_capacity_reduced_web < self.web_plate.bolt_force) and (count >= 1): + self.bolt.bolt_grade_provided = bolt_grade_previous + grade_status = True + break + bolt_grade_previous = self.bolt.bolt_grade_provided + grade_status = True + count += 1 + + if grade_status == False: + self.select_bolt_dia_status = False + self.design_status = False + + else: + self.bolt.bolt_grade_provided = bolt_grade_previous + self.select_bolt_dia_status = True + self.get_plate_details() + + def get_plate_details(self): + self.get_plate_details_status = False + self.min_plate_height = self.section.flange_width + self.max_plate_height = self.section.flange_width + + axial_force_f = self.factored_axial_load * self.section.flange_width * \ + self.section.flange_thickness / (self.section.area) + + self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + + (axial_force_f)) + self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + + if self.preference == "Outside": + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + else: + self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=2) + + self.web_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy) + + self.web_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, + n_planes=2) + + self.flange_plate.get_flange_plate_details(bolt_dia=self.flange_bolt.bolt_diameter_provided, + flange_plate_h_min=self.min_plate_height, + flange_plate_h_max=self.max_plate_height, + bolt_capacity=self.flange_bolt.bolt_capacity, + min_edge_dist=self.flange_bolt.min_edge_dist_round, + min_gauge=self.flange_bolt.min_gauge_round, + max_spacing=self.flange_bolt.max_spacing_round, + max_edge_dist=self.flange_bolt.max_edge_dist_round, + axial_load=self.flange_force, gap=self.flange_plate.gap/2, + web_thickness=self.section.web_thickness, + root_radius=self.section.root_radius, joint="half") + + self.min_web_plate_height = round(self.section.min_plate_height(), 2) + if self.preference == "Outside": + self.max_web_plate_height = self.section.max_plate_height() + else: + self.max_web_plate_height = self.section.depth - 2 * \ + self.section.flange_thickness - (2 * self.webclearance) + axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * + self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) + if self.preference == "Outside + Inside": + self.flange_plate.Innerheight = round_down( + ((self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2), 5) + else: + self.flange_plate.Innerheight = 0 + + self.web_plate.get_web_plate_details(bolt_dia=self.web_bolt.bolt_diameter_provided, + web_plate_h_min=self.min_web_plate_height, + web_plate_h_max=self.max_web_plate_height, + bolt_capacity=self.web_bolt.bolt_capacity, + min_edge_dist=self.web_bolt.min_edge_dist_round, + min_gauge=self.web_bolt.min_gauge_round, + max_spacing=self.web_bolt.max_spacing_round, + max_edge_dist=self.web_bolt.max_edge_dist_round, shear_load=self.fact_shear_load, axial_load=self.axial_force_w, web_moment=self.moment_web, + + gap=(self.web_plate.gap/2), shear_ecc=True, joint="half") + + # if self.web_plate.thickness_provided > (self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): + # self.logger.error("erertetre") + # self.design_status = False + # else: + # self.design_status = True + # possible_inner_plate = self.section.flange_width / 2 - self.section.web_thickness / 2 - self.section.root_radius + # self.flange_plate.edge_dist_provided = (possible_inner_plate- (self.flange_plate.gauge_provided * + # ((self.flange_plate.bolts_one_line/2) -1)))/2 + # + # self.web_spacing_status = True + if self.flange_plate.design_status is False or self.web_plate.design_status is False: + self.design_status = False + self.get_plate_details_status = False + self.logger.error(" : Bolted connection is not possible.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + if self.preference == "Outside": + self.design_status = True + self.get_plate_details_status = True + self.flange_check_axial() + + else: + self.max_possible_tk = int( + self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) + if self.web_plate.thickness_provided >= ( + self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): + self.design_status = False + self.logger.error( + " : The maximum allowable web plate thickness exceeded.") + self.logger.warning( + " : The maximum web plate thickness should not be greater than {} mm, to avoid fouling between the plates.".format( + self.max_possible_tk)) + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.design_status = True + self.get_plate_details_status = True + self.flange_check_axial() + + # self.max_possible_tk = int(self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) + # if self.web_plate.thickness_provided >= (self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): + # self.design_status = False + # self.logger.error(" : Maximum web plate thickness exceeded. ") + # self.logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates" .format(self.max_possible_tk)) + # self.logger.error(" : Design is not safe. \n ") + # self.logger.info(" :=========End Of design===========") + # else: + # self.design_status = True + # self.get_plate_details_status = True + # self.flange_check_axial(self) + + ################################################################ + ################################################################## + + def flange_check_axial(self): + # capacity Check for flange = min(block, yielding, rupture) + # Block shear capacity of flange ### #todo comment out + self.flange_check_axial_status = False + axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( + self.section.area) + self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( + axial_force_f)) + + A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ + self.section.flange_thickness + A_v_flange = self.section.flange_thickness * self.flange_plate.height + + self.section.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_flange, + fy=self.section.fy) + + self.section.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( + A_vn=A_vn_flange, + fu=self.section.fu) + # Block shear strength for flange + design_status_block_shear = False + edge_dist = self.flange_plate.edge_dist_provided + end_dist = self.flange_plate.end_dist_provided + gauge = self.flange_plate.gauge_provided + pitch = self.flange_plate.pitch_provided + + while design_status_block_shear == False: + + Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ + * self.section.flange_thickness + Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * + self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * + self.flange_bolt.dia_hole) * self.section.flange_thickness + Atg = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + + self.flange_plate.edge_dist_provided) * self.section.flange_thickness + + Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - + ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + + self.flange_plate.edge_dist_provided) * \ + self.section.flange_thickness + + self.section.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, + A_tn=Atn, + f_u=self.section.fu, + f_y=self.section.fy) + + if self.section.block_shear_capacity < self.flange_force: + if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.flange_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + else: + break + else: + design_status_block_shear = True + break + + if design_status_block_shear is True: + break + if design_status_block_shear is True: + self.section.tension_capacity_flange = min(self.section.tension_yielding_capacity, self.section.tension_rupture_capacity, + self.section.block_shear_capacity) + if self.section.tension_capacity_flange < self.flange_force: + self.design_status = False + self.flange_check_axial_status = False + self.logger.warning(": The tension capacity of the flange is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Select a larger beam section or decrease the applied load(s).") + self.logger.error(" : Design is not safe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.flange_check_axial_status = True + self.design_status = True + self.flange_plate_check() + else: + self.flange_check_axial_status = False + self.design_status = False + self.logger.warning(": The block shear capacity of the flange is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Select a larger beam section or decrease the applied load(s)") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + def flange_plate_check(self): + # capacity Check for flange_outside_plate =min(block, yielding, rupture) + #### Capacity of flange cover plate for bolted Outside # + self.flange_plate_check_status = False + self.axial_force_f = self.factored_axial_load * self.section.flange_width * \ + self.section.flange_thickness / (self.section.area) + self.flange_force = (((self.moment_flange) / (self.section.depth - + self.section.flange_thickness)) + self.axial_force_f) + + if self.preference == "Outside": + # Block shear strength for outside flange plate + design_status_block_shear = False + # available_flange_thickness = list([x for x in self.flange_plate.thickness if (self.flange_plate.thickness_provided <= x)]) + # for self.flange_plate.thickness_provided in available_flange_thickness: + + edge_dist = self.flange_plate.edge_dist_provided + end_dist = self.flange_plate.end_dist_provided + gauge = self.flange_plate.gauge_provided + pitch = self.flange_plate.pitch_provided + + A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ + self.flange_plate.thickness_provided + A_v_flange = self.flange_plate.thickness_provided * self.flange_plate.height + self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_flange, + fy=self.flange_plate.fy) + + self.flange_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( + A_vn=A_vn_flange, + fu=self.flange_plate.fu) + + #### Block shear capacity of flange plate ### + while design_status_block_shear == False: + ################################################################################################################## + # For C shape Block shear in Axial + ################################################################################################################## + # Avg = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) * self.flange_plate.thickness_provided + # Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) + # * self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * + # self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided + # Atg = 2 * ((((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided) + ( + # self.flange_plate.edge_dist_provided + self.section.root_radius + self.section.web_thickness / 2)) + # * self.flange_plate.thickness_provided) + # Atn = 2 * (((((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided) - ( + # self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole)) + ( + # self.flange_plate.edge_dist_provided + self.section.root_radius + self.section.web_thickness / 2)) \ + # * self.flange_plate.thickness_provided + # + ################################################################################################################## + # For Double L shape Block shear in Axial + ################################################################################################################## + + Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ + * self.flange_plate.thickness_provided + Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * + self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * + self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided + Atg = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + + self.flange_plate.edge_dist_provided) * self.flange_plate.thickness_provided + + Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - + ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + + self.flange_plate.edge_dist_provided) * \ + self.flange_plate.thickness_provided + + self.flange_plate.block_shear_capacity = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, + A_tg=Atg, + A_tn=Atn, + f_u=self.flange_plate.fu, + f_y=self.flange_plate.fy) + if self.flange_plate.block_shear_capacity < self.flange_force: + if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.flange_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + else: + break + else: + design_status_block_shear = True + break + # if design_status_block_shear is True: + # break + + if design_status_block_shear is True: + self.flange_plate.tension_capacity_flange_plate = min(self.flange_plate.tension_yielding_capacity, + self.flange_plate.tension_rupture_capacity, + self.flange_plate.block_shear_capacity) + + if self.flange_plate.tension_capacity_flange_plate < self.flange_force: + if len(self.flange_plate.thickness) >= 2: + thk_f = self.flange_plate.thickness_provided + self.initial_pt_thk(previous_thk_flange=thk_f) + else: + self.flange_plate_check_status = False + self.design_status = False + self.logger.warning(": The tension capacity of the flange plate is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Increase the thickness of the flange plate or decrease the applied load(s)") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.flange_plate_check_status = True + self.design_status = True + self.web_axial_check() + else: + self.flange_plate_check_status = False + self.design_status = False + self.logger.warning(": The block shear capacity of the flange plate is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Increase the thickness of the flange plate or decrease the applied load(s).") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + else: + # capacity Check for flange_outsite_plate =min(block, yielding, rupture) + # Block shear strength for outside + inside flange plate + # OUTSIDE-inside + + design_status_block_shear = False + # available_flange_thickness = list([x for x in self.flange_plate.thickness if ((self.flange_plate.thickness_provided) <= x)]) + # for self.flange_plate.thickness_provided in available_flange_thickness: + + edge_dist = self.flange_plate.edge_dist_provided + end_dist = self.flange_plate.end_dist_provided + gauge = self.flange_plate.gauge_provided + pitch = self.flange_plate.pitch_provided + + # yielding,rupture for inside flange plate + # self.flange_plate.Innerheight = round_down(self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2),5) + flange_plate_height_outside = self.flange_plate.height + self.flange_plate.Innerlength = self.flange_plate.length + + A_vn_flange = (((2 * self.flange_plate.Innerheight) + self.section.flange_width) - ( + self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole)) * self.flange_plate.thickness_provided + A_v_flange = ((2 * self.flange_plate.Innerheight) + + self.section.flange_width) * self.flange_plate.thickness_provided + self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_flange, + fy=self.flange_plate.fy) + + self.flange_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( + A_vn=A_vn_flange, + fu=self.flange_plate.fu) + #### Block shear capacity of flange plate ### + + while design_status_block_shear == False: + ################################################################################################################## + # For Double U shape Block shear in Axial + ################################################################################################################## + # Avg = 2 * (self.flange_plate.end_dist_provided + ( + # self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) * self.flange_plate.thickness_provided + # Avn = 2 * (self.flange_plate.end_dist_provided + ( + # self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( + # self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ + # self.flange_plate.thickness_provided + # Atg = 2*((((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided) + (self.flange_plate.edge_dist_provided +self.section.root_radius + self.section.web_thickness/2)) + # * self.flange_plate.thickness_provided) # + # Atn = 2*(((((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided) - ( + # self.flange_plate.bolts_one_line/2 - 0.5) * self.flange_bolt.dia_hole)) + + # (self.flange_plate.edge_dist_provided +self.section.root_radius + self.section.web_thickness/2)) * self.flange_plate.thickness_provided + + ################################################################################################################## + # For Double L shape Block shear in Axial + ################################################################################################################## + + Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ + * self.flange_plate.thickness_provided + Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * + self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * + self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided + Atg = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + + self.flange_plate.edge_dist_provided) * self.flange_plate.thickness_provided + + Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - + ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + + self.flange_plate.edge_dist_provided) * \ + self.flange_plate.thickness_provided + + self.flange_plate_block_shear_capactity_outside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, + A_tg=Atg, + A_tn=Atn, + f_u=self.flange_plate.fu, + f_y=self.flange_plate.fy) + + # Block shear strength for inside flange plate under AXIAL + Avg = 2 * (self.flange_plate.end_dist_provided + ( + self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ + * self.flange_plate.thickness_provided + Avn = 2 * (self.flange_plate.end_dist_provided + ( + self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( + self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ + self.flange_plate.thickness_provided + + Atg = 2 * ((self.flange_plate.bolts_one_line/2 - 1) * self.flange_plate.gauge_provided + self.flange_plate.edge_dist_provided) * \ + self.flange_plate.thickness_provided + # todo add in DDCl and diagram + Atn = 2 * ((self.flange_plate.bolts_one_line/2 - 1) * + self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line/2 - 0.5) * self.flange_bolt.dia_hole) + self.flange_plate.edge_dist_provided) * \ + self.flange_plate.thickness_provided + # todo add in DDCl + self.flange_plate_block_shear_capacity_inside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, + A_tg=Atg, + A_tn=Atn, + f_u=self.flange_plate.fu, + f_y=self.flange_plate.fy) + self.flange_plate.block_shear_capacity = self.flange_plate_block_shear_capactity_outside + \ + self.flange_plate_block_shear_capacity_inside + + if self.flange_plate.block_shear_capacity < self.flange_force: + if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.flange_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + else: + break + else: + design_status_block_shear = True + break + # if design_status_block_shear is True: + # break + + if design_status_block_shear is True: + self.flange_plate.tension_capacity_flange_plate = min(self.flange_plate.tension_yielding_capacity, + self.flange_plate.tension_rupture_capacity, + self.flange_plate.block_shear_capacity) + print("flange_force", self.flange_force) + print(self.flange_plate.tension_capacity_flange_plate, + "tension_capacity_flange_plate") + if self.flange_plate.tension_capacity_flange_plate < self.flange_force: + # self.flange_plate_check_status = False + if len(self.flange_plate.thickness) >= 2: + thk_f = self.flange_plate.thickness_provided + self.initial_pt_thk(previous_thk_flange=thk_f) + else: + self.flange_plate_check_status = False + self.design_status = False + self.logger.warning(": The tension capacity of the flange plate is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Increase the thickness of the flange plate or decrease the applied load(s).") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.flange_plate_check_status = True + self.design_status = True + self.web_axial_check() + else: + self.flange_plate_check_status = False + self.design_status = False + self.logger.warning(": The block shear capacity of the flange plate is less than the required flange force, i.e. {} kN." + .format(round(self.flange_force/1000, 2))) + self.logger.info( + ": Increase the thickness of the flange plate or decrease the applied load(s).") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + ######################################################################### ## + # Design of web splice plate + + ################################ CAPACITY CHECK FOR WEB ##################################################################################### + + def web_axial_check(self): + self.web_axial_check_status = False + self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) + * self.section.web_thickness * self.factored_axial_load) / (self.section.area) + + # capacity Check for web in axial = min(block, yielding, rupture) + A_vn_web = ((self.section.depth - (2 * self.section.flange_thickness) - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole))) \ + * self.section.web_thickness + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness + self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_web, fy=self.section.fy) + self.section.tension_rupture_capacity_web = self.tension_member_design_due_to_rupture_of_critical_section( + A_vn=A_vn_web, fu=self.section.fu) + + design_status_block_shear = False + edge_dist = self.web_plate.edge_dist_provided + end_dist = self.web_plate.end_dist_provided + gauge = self.web_plate.gauge_provided + pitch = self.web_plate.pitch_provided + + #### Block shear capacity of web in axial ### + while design_status_block_shear == False: + Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ + self.section.web_thickness + Avn = 2 * ((self.web_plate.bolt_line - 1) * pitch - ( + self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole + end_dist) * \ + self.section.web_thickness + Atg = (self.web_plate.edge_dist_provided + ( + self.web_plate.bolts_one_line - 1) * gauge) * self.section.web_thickness + Atn = (self.web_plate.edge_dist_provided + ( + self.web_plate.bolts_one_line - 1) * gauge - ( + self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.section.web_thickness + + self.section.block_shear_capacity_web = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, + A_tn=Atn, + f_u=self.section.fu, + f_y=self.section.fy) + + if self.section.block_shear_capacity_web < self.axial_force_w: + if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.web_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + else: + break + else: + design_status_block_shear = True + break + if design_status_block_shear == True: + self.section.tension_capacity_web = min(self.section.tension_yielding_capacity_web, self.section.tension_rupture_capacity_web, + self.section.block_shear_capacity_web) + + self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) + * self.section.web_thickness * self.factored_axial_load) / (self.section.area) + if self.section.tension_capacity_web < self.axial_force_w: + self.web_axial_check_status = False + self.design_status = False + self.logger.warning(" : The tension capacity of the web is less than the required axial force, i.e. {} kN." + .format(round(self.axial_force_w/1000, 2))) + self.logger.info( + " : Select a larger beam section or decrease the applied axial load(s).") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.web_axial_check_status = True + self.design_status = True + self.web_plate_axial_check() + else: + self.web_axial_check_status = False + self.design_status = False + self.logger.warning(" : The block shear capacity of the web is less than the required axial force, i.e. {} kN.".format( + round(self.axial_force_w/1000, 2))) + self.logger.info( + " : Select a larger beam section or decrease the applied axial load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + +# ###### # capacity Check for web plate in axial = min(block, yielding, rupture) + def web_plate_axial_check(self): + self.web_plate_axial_check_status = False + self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) + * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) + + A_vn_web = 2*(self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) \ + * self.web_plate.thickness_provided + A_v_web = 2*self.web_plate.height * self.web_plate.thickness_provided + self.web_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( + A_v=A_v_web, fy=self.web_plate.fy) + self.web_plate.tension_rupture_capacity = self.tension_member_design_due_to_rupture_of_critical_section( + A_vn=A_vn_web, fu=self.web_plate.fu) + design_status_block_shear = False + # available_web_thickness = list([x for x in self.web_plate.thickness if ((self.web_plate.thickness_provided) <= x)]) + # for self.web_plate.thickness_provided in available_web_thickness: + edge_dist = self.web_plate.edge_dist_provided + end_dist = self.web_plate.end_dist_provided + gauge = self.web_plate.gauge_provided + pitch = self.web_plate.pitch_provided + # print(1) + + #### Block shear capacity of web plate in axial ### + + while design_status_block_shear == False: + Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ + self.web_plate.thickness_provided + Avn = 2 * ((self.web_plate.bolt_line - 1) * pitch - (( + self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ + self.web_plate.thickness_provided + Atg = (self.web_plate.edge_dist_provided + ( + self.web_plate.bolts_one_line - 1) * gauge) * self.web_plate.thickness_provided + Atn = (self.web_plate.edge_dist_provided + ( + self.web_plate.bolts_one_line - 1) * gauge - ( + self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.web_plate.thickness_provided + + self.web_plate.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, + A_tn=Atn, + f_u=self.web_plate.fu, + f_y=self.web_plate.fy) + print("block_shear_strength_section", + self.web_plate.block_shear_capacity) + self.web_plate.block_shear_capacity = 2 * self.web_plate.block_shear_capacity + if self.web_plate.block_shear_capacity < self.axial_force_w: + if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.web_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + + else: + break + + else: + design_status_block_shear = True + break + + # if design_status_block_shear == True: + # break + if design_status_block_shear == True: + + self.web_plate.tension_capacity_web_plate = min(self.web_plate.tension_yielding_capacity, + self.web_plate.tension_rupture_capacity, + self.web_plate.block_shear_capacity) + if self.web_plate.tension_capacity_web_plate < self.axial_force_w: + # self.web_plate_axial_check_status = False + if len(self.web_plate.thickness) >= 2: + thk = self.web_plate.thickness_provided + self.initial_pt_thk(previous_thk_web=thk) + else: + self.web_plate_axial_check_status = False + self.design_status = False + self.logger.warning(": The tension capacity of the web plate is less than the required axial force, i.e. {} kN." + .format(round(self.axial_force_w/1000, 2))) + self.logger.info( + ": Increase the thickness of the web plate or decrease the applied axial load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.web_plate_axial_check_status = True + self.design_status = True + self.web_shear_plate_check() + else: + self.web_plate_axial_check_status = False + self.design_status = False + self.logger.warning(": The block shear capacity of the web plate is less than the required axial force, i.e. {} kN.".format( + round(self.axial_force_w/1000, 2))) + self.logger.info( + " : Increase the thickness of the web plate or decrease the applied axial load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + def web_shear_plate_check(self): + # capacity Check for web plate in shear = min(block, yielding, rupture) + self.web_shear_plate_check_status = False + self.shear_yielding_status = False + A_vn_web = 2 * (self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) * \ + self.web_plate.thickness_provided + A_v_web = 2 * self.web_plate.height * self.web_plate.thickness_provided + self.web_plate.shear_yielding_capacity = round(0.6*self.shear_yielding( + A_v=A_v_web, fy=self.web_plate.fy), 2) + if self.web_plate.shear_yielding_capacity < self.fact_shear_load: + # self.web_shear_plate_check_status = False + if len(self.web_plate.thickness) >= 2: + thk = self.web_plate.thickness_provided + self.initial_pt_thk(previous_thk_web=thk) + else: + self.web_shear_plate_check_status = False + self.design_status = False + self.logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN.".format( + round(self.fact_shear_load / 1000, 2))) + self.logger.info( + ": Increase the thickness of the web plate or decrease the applied shear load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.shear_yielding_status = True + self.design_status = True + + self.web_plate.shear_rupture_capacity = self.shear_rupture_( + A_vn=A_vn_web, fu=self.web_plate.fu) + design_status_block_shear = False + # available_web_thickness = list([x for x in self.web_plate.thickness if ((self.web_plate.thickness_provided) <= x)]) + # for self.web_plate.thickness_provided in available_web_thickness: # + edge_dist = self.web_plate.edge_dist_provided + end_dist = self.web_plate.end_dist_provided + gauge = self.web_plate.gauge_provided + pitch = self.web_plate.pitch_provided + + #### Block shear capacity of web plate ### + + while design_status_block_shear == False: + Atg = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) + + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided + Atn = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) - (( + self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided + Avg = (self.web_plate.edge_dist_provided + ( + self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) * self.web_plate.thickness_provided + Avn = ((((self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) + + self.web_plate.edge_dist_provided) - ((self.web_plate.bolts_one_line - 0.5) + * self.web_bolt.dia_hole)) * self.web_plate.thickness_provided + + self.web_plate.block_shear_capacity_shear = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, + A_tn=Atn, + f_u=self.web_plate.fu, + f_y=self.web_plate.fy) + self.web_plate.block_shear_capacity_shear = 2 * \ + self.web_plate.block_shear_capacity_shear + if self.web_plate.block_shear_capacity_shear < self.fact_shear_load: + if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo + if self.web_plate.bolt_line == 1: + end_dist += 5 + else: + pitch += 5 + else: + break + else: + design_status_block_shear = True + break + # if design_status_block_shear is True: + # break + + if design_status_block_shear is True: + self.web_plate.shear_capacity_web_plate = round(min(self.web_plate.shear_yielding_capacity, + self.web_plate.shear_rupture_capacity, + self.web_plate.block_shear_capacity_shear), 2) + # self.allowable_web_shear_cap = round(0.6 *self.web_plate.shear_capacity_web_plate,2) + if self.web_plate.shear_capacity_web_plate < self.fact_shear_load: + # self.web_shear_plate_check_status = False + if len(self.web_plate.thickness) >= 2: + thk = self.web_plate.thickness_provided + self.initial_pt_thk(previous_thk_web=thk) + else: + self.web_shear_plate_check_status = False + self.design_status = False + self.logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." + .format(round(self.fact_shear_load/1000, 2))) + self.logger.info( + ": Increase the thickness of the web plate or decrease the applied shear load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + else: + self.web_shear_plate_check_status = True + self.design_status = True + self.logger.info( + ": Overall bolted cover plate splice connection design is safe \n") + self.logger.info(" :=========End Of design===========") + else: + self.web_shear_plate_check_status = False + self.design_status = False + self.logger.warning(" : The block shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." + .format(round(self.fact_shear_load/1000, 2))) + self.logger.info( + " : Increase the thickness of the web plate or decrease the applied shear load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + + # todo comment out + + self.flange_plate.length = self.flange_plate.length * 2 + self.web_plate.length = self.web_plate.length * 2 + # self.web_plate.height = 110 + self.flange_plate.bolt_line = 2 * self.flange_plate.bolt_line + self.flange_plate.bolts_one_line = self.flange_plate.bolts_one_line + self.flange_plate.bolts_required = self.flange_plate.bolt_line * \ + self.flange_plate.bolts_one_line + self.flange_plate.midgauge = 2*(self.flange_plate.edge_dist_provided + self.section.root_radius) + \ + self.section.web_thickness + self.web_plate.midpitch = ( + 2*self.web_plate.end_dist_provided) + self.web_plate.gap + self.flange_plate.midpitch = ( + 2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap + + self.web_plate.bolts_one_line = self.web_plate.bolts_one_line + self.web_plate.bolt_line = 2 * self.web_plate.bolt_line + self.web_plate.bolts_required = self.web_plate.bolt_line * \ + self.web_plate.bolts_one_line + self.flange_plate.Innerlength = self.flange_plate.length + + self.min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + + (2*self.flange_bolt.min_end_dist) + (self.flange_plate.gap/2)) + print("self.min_plate_length", self.min_plate_length) + if self.preference == "Outside": + self.flange_out_plate_tk = self.flange_plate.thickness_provided + self.flange_in_plate_tk = 0.0 + else: + self.flange_in_plate_tk = self.flange_plate.thickness_provided + self.flange_out_plate_tk = self.flange_plate.thickness_provided + + if self.preference == "Outside": + self.plate_out_len = self.flange_plate.length + self.plate_in_len = 0.0 + else: + self.plate_out_len = self.flange_plate.length + self.plate_in_len = self.flange_plate.Innerlength + + # print("anjali", self.anjali) + print(self.section) + print(self.load) + print(self.flange_bolt) + print(self.flange_plate) + print(self.web_bolt) + print(self.web_plate) + print(self.web_plate.thickness_provided) + print(self.flange_plate.thickness_provided) + # print(design_status) + print(self.flange_plate.length) + print(self.web_plate.length) + print(self.flange_plate.bolts_required) + print(self.web_plate.bolts_required) + print("bolt dia", self.flange_bolt.bolt_diameter_provided) + print("flange_plate.Innerlength", self.flange_plate.Innerlength) + print("flange_plate.Innerheight", self.flange_plate.Innerheight) + print("flange_plate.gap", self.flange_plate.gap) + print(self.web_plate.length) + print("webplategap", self.web_plate.gap) + + print("self.flange_plate.midgauge", self.flange_plate.midgauge) + print("self.web_plate.midpitch", self.web_plate.midpitch) + print("self.flange_plate.midpitch", self.flange_plate.midpitch) + + # if self.design_status == True: + # + # self.logger.info(": Overall bolted cover plate splice connection design is safe \n") + # self.logger.info(" :=========End Of design===========") + # else: + # self.logger.error(": Design is not safe \n ") + # self.logger.info(" :=========End Of design===========") +################################ Design Report ##################################################################################### + + ################################ CAPACITY CHECK Functions##################################################################################### + + @staticmethod + # for flange plate + def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): + """Calculate the block shear strength of bolted connections as per cl. 6.4.1 + + Args: + A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) + A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) + A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + f_u: Ultimate stress of the plate material in MPa (float) + f_y: Yield stress of the plate material in MPa (float) + + Return: + block shear strength of bolted connection in N (float) + + Note: + Reference: + IS 800:2007, cl. 6.4.1 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + Tdb = min(T_db1, T_db2) + Tdb = round(Tdb, 3) + return Tdb + + # Function for block shear capacity calculation + + @staticmethod + def block_shear_strength_section(A_vg, A_vn, A_tg, A_tn, f_u, f_y): + """Calculate the block shear strength of bolted connections as per cl. 6.4.1 + + Args: + A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) + A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) + A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + f_u: Ultimate stress of the plate material in MPa (float) + f_y: Yield stress of the plate material in MPa (float) + + Return: + block shear strength of bolted connection in N (float) + + Note: + Reference: + IS 800:2007, cl. 6.4.1 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + Tdb = min(T_db1, T_db2) + Tdb = round(Tdb, 2) + return Tdb + # cl 6.2 Design Strength Due to Yielding of Gross Section + + @staticmethod + def tension_member_design_due_to_yielding_of_gross_section(A_v, fy): + ''' + Args: + A_v (float) Area under shear + Beam_fy (float) Yield stress of Beam material + Returns: + Capacity of Beam web in shear yielding + ''' + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + # A_v = height * thickness + tdg = (A_v * fy) / (gamma_m0) + return tdg + + @staticmethod + def tension_member_design_due_to_rupture_of_critical_section(A_vn, fu): + ''' + Args: + A_vn (float) Net area under shear + Beam_fu (float) Ultimate stress of Beam material + Returns: + Capacity of beam web in shear rupture + ''' + + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + # A_vn = (height- bolts_one_line * dia_hole) * thickness + T_dn = 0.9 * A_vn * fu / (gamma_m1) + return T_dn + + @staticmethod + def shear_yielding(A_v, fy): + ''' + Args: + length (float) length of member in direction of shear load + thickness(float) thickness of member resisting shear + beam_fy (float) Yeild stress of section material + Returns: + Capacity of section in shear yeiding + ''' + + # A_v = length * thickness + gamma_m0 = 1.1 + # print(length, thickness, fy, gamma_m0) + # V_p = (0.6 * A_v * fy) / (math.sqrt(3) * gamma_m0 * 1000) # kN + V_p = (A_v * fy) / (math.sqrt(3) * gamma_m0) # N + return V_p + + @staticmethod + def shear_rupture_(A_vn, fu): + ''' + Args: + A_vn (float) Net area under shear + Beam_fu (float) Ultimate stress of Beam material + Returns: + Capacity of beam web in shear rupture + ''' + + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + # A_vn = (height- bolts_one_line * dia_hole) * thickness + T_dn = 0.75 * A_vn * fu / (math.sqrt(3) * gamma_m1) + return T_dn + # + # def web_force(column_d, column_f_t, column_t_w, axial_force, column_area): + # """ + # Args: + # c_d: Overall depth of the column section in mm (float) + # column_f_t: Thickness of flange in mm (float) + # column_t_w: Thickness of flange in mm (float) + # axial_force: Factored axial force in kN (float) + # + # Returns: + # Force in flange in kN (float) + # """ + # axial_force_w = int( + # ((column_d - 2 * (column_f_t)) * column_t_w * axial_force ) / column_area) # N + # return round(axial_force_w) + + @staticmethod + def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, factored_axial_force, + column_area, compression_element, section): + column_d = D - (2 * column_f_t) + epsilon = float(math.sqrt(250 / column_fy)) + axial_force_w = int( + ((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N + + des_comp_stress_web = column_fy + des_comp_stress_section = column_fy + avg_axial_comp_stress = axial_force_w / \ + ((D - 2 * column_f_t) * column_t_w) + r1 = avg_axial_comp_stress / des_comp_stress_web + r2 = avg_axial_comp_stress / des_comp_stress_section + a = column_b / column_f_t + # column_d = D - 2(column_f_t) + # compression_element=["External","Internal","Web of an I-H" ,"box section" ] + # section=["rolled","welded","compression due to bending","generally", "Axial compression" ] + # section = "rolled" + if compression_element == "External" or compression_element == "Internal": + if section == "Rolled": + if column_b * 0.5 / column_f_t <= 9.4 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 10.5 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 15.7 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + elif section == "welded": + if column_b * 0.5 / column_f_t <= 8.4 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 9.4 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 13.6 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + # else: + # print('fail') + elif section == "compression due to bending": + if column_b * 0.5 / column_f_t <= 29.3 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 33.5 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 42 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + # else: + # print('fail') + # else: + # pass + + elif compression_element == "Web of an I-H" or compression_element == "box section": + if section == "generally": + if r1 < 0: + if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "plastic" + elif column_d / column_t_w <= (max(105 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "compact" + else: + class_of_section1 = "semi-compact" + # else: + # print('fail') + # print("class_of_section3", class_of_section) + elif r1 > 0: + if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "plastic" + elif column_d / column_t_w <= max((105 * epsilon / (1 + (r1 * 1.5))), ( + 42 * epsilon)): + class_of_section1 = "compact" + else: + class_of_section1 = "semi-compact" + + elif section == "Axial compression": + if column_d / column_t_w <= (42 * epsilon): + class_of_section1 = "semi-compact" + else: + class_of_section1 = "N/A" + + print("class_of_section", class_of_section1) + if class_of_section1 == "plastic": + class_of_section1 = 1 + elif class_of_section1 == "compact": + class_of_section1 = 2 + elif class_of_section1 == "semi-compact": + class_of_section1 = 3 + # else: + # print('fail') + print("class_of_section2", class_of_section1) + print("class_of_section1", class_of_section1) + return class_of_section1 + + def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, + preference=None, fp_thk=None): + """ + + Args: + tk: flange thickness + width: flange width + list_of_pt_tk: list of plate thickness greater than the section thickness + t_w: web thickness + r_1: root radius + D: depth of the section + fp_thk: flange thickness provided + + area of flange plate should be greater than 1.05 times area of flange [Ref: cl.8.6.3.2 IS 800:2007] + minimum outside flange plate width = 50 mm + minimum inside flange plate width = 50 mm + webclearance = (max (self.section.root_radius, fp_thk)) +25 for depth > 600 mm + = (max (self.section.root_radius, fp_thk)) +10 for depth < 600 mm + Returns: + + """ + + self.flange_crs_sec_area = tk * width + self.Ap = self.flange_crs_sec_area * 1.05 + # self.design_status = True + for y in list_of_pt_tk: + if preference != None: + if preference == "Outside": + self.outerwidth = width + if self.outerwidth < 50: + thickness = y + self.initial_pt_thk_status = False + self.design_status = False + else: + pass + self.flange_plate_crs_sec_area = y * width + + if self.flange_plate_crs_sec_area >= self.flange_crs_sec_area * 1.05: + thickness = y + break + else: + thickness = y + self.initial_pt_thk_status = False + self.design_status = False + + elif preference == "Outside + Inside": + self.outerwidth = width + self.innerwidth = (width - t_w - (2 * r_1)) / 2 + if self.outerwidth < 50: + self.design_status = False + self.initial_pt_thk_status = False + else: + if self.innerwidth < 50: + self.initial_pt_thk_status = False + # self.design_status =False + self.design_status = False + thickness = y + else: + self.flange_plate_crs_sec_area = ( + self.outerwidth + (2*self.innerwidth)) * y + if self.flange_plate_crs_sec_area >= self.flange_crs_sec_area * 1.05: + thickness = y + break + else: + thickness = y + self.initial_pt_thk_status = False + self.design_status = False + + else: + if self.section.depth > 600.00: + self.webclearance = ( + max(self.section.root_radius, fp_thk)) + 25 + else: + self.webclearance = ( + max(self.section.root_radius, fp_thk)) + 10 + self.webheight_status = False + self.min_web_plate_height = round( + self.section.min_plate_height(), 2) + self.webwidth = round(D - (2 * tk), 2) + self.web_crs_area = t_w * self.webwidth + self.Wp = self.web_crs_area * 1.05 + + if self.preference == "Outside": + self.webplatewidth = round( + D - (2 * tk) - (2 * self.section.root_radius), 2) + if self.webplatewidth < self.min_web_plate_height: + thickness = y + self.webheight_status = False + self.design_status = False + else: + self.webheight_status = True + self.web_plate_crs_sec_area = 2 * self.min_web_plate_height * y + if self.web_plate_crs_sec_area >= self.web_crs_area * 1.05: + thickness = y + break + else: + thickness = y + self.design_status = False + + else: + self.webplatewidth = round( + D - (2 * tk) - (2 * self.webclearance), 2) + if self.webplatewidth < self.min_web_plate_height: + thickness = y + self.webheight_status = False + self.design_status = False + else: + self.webheight_status = True + self.web_plate_crs_sec_area = 2 * self.min_web_plate_height * y + if self.web_plate_crs_sec_area >= self.web_crs_area * 1.05: + thickness = y + break + else: + thickness = y + self.webheight_status = False + self.design_status = False + return thickness + + # def call_3DModel(self,ui,bgcolor): + # # Call to calculate/create the BB Cover Plate Bolted CAD model + # # status = self.resultObj['Bolt']['status'] + # # if status is True: + # # self.createBBCoverPlateBoltedCAD() + # # self.ui.btn3D.setChecked(Qt.Checked) + # if ui.btn3D.isChecked(): + # ui.chkBxBeam.setChecked(Qt.Unchecked) + # ui.chkBxFinplate.setChecked(Qt.Unchecked) + # ui.mytabWidget.setCurrentIndex(0) + # + # # Call to display the BB Cover Plate Bolted CAD model + # # ui.Commondisplay_3DModel("Model", bgcolor) # "gradient_bg") + # ui.commLogicObj.display_3DModel("Model",bgcolor) + # + # # else: + # # self.display.EraseAll() + # + # def call_3DBeam(self, ui, bgcolor): + # # status = self.resultObj['Bolt']['status'] + # # if status is True: + # # self.ui.chkBx_beamSec1.setChecked(Qt.Checked) + # if ui.chkBxBeam.isChecked(): + # ui.btn3D.setChecked(Qt.Unchecked) + # ui.chkBxBeam.setChecked(Qt.Unchecked) + # ui.mytabWidget.setCurrentIndex(0) + # # self.display_3DModel("Beam", bgcolor) + # ui.commLogicObj.display_3DModel("Beam",bgcolor) + # + # + # def call_3DConnector(self, ui, bgcolor): + # # status = self.resultObj['Bolt']['status'] + # # if status is True: + # # self.ui.chkBx_extndPlate.setChecked(Qt.Checked) + # if ui.chkBxFinplate.isChecked(): + # ui.btn3D.setChecked(Qt.Unchecked) + # ui.chkBxBeam.setChecked(Qt.Unchecked) + # ui.mytabWidget.setCurrentIndex(0) + # # self.display_3DModel("Connector", bgcolor) + # ui.commLogicObj.display_3DModel("Connector", bgcolor) + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t4 = ('Cover Plate', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Cover Plate': + continue + if isinstance(chkbox, QCheckBox): + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) + ui.commLogicObj.display_3DModel("Connector", bgcolor) + +########################################################################### + + def results_to_test(self): + # test_in_list = {KEY_MODULE : self.module, + # KEY_MAIN_MODULE: self.mainmodule, + # KEY_DISP_SEC_PROFILE: "ISection", + # KEY_DISP_BEAMSEC: self.section.designation, + # KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, + # KEY_MATERIAL : self.section.material, + # KEY_SEC_FU: self.section.fu, + # KEY_SEC_FY : self.section.fy, + # KEY_D : self.bolt.bolt_diameter, + # KEY_GRD : self.bolt.bolt_grade, + # KEY_TYP : self.bolt.bolt_type, + # KEY_FLANGEPLATE_THICKNESS: self.flange_plate.thickness, + # KEY_WEBPLATE_THICKNESS: self.web_plate.thickness, + # KEY_DP_BOLT_HOLE_TYPE : self.bolt.bolt_hole_type, + # KEY_DP_BOLT_SLIP_FACTOR : self.bolt.mu_f, + # KEY_DP_DETAILING_EDGE_TYPE : self.bolt.edge_type, + # KEY_DP_DETAILING_GAP : self.flange_plate.gap, + # KEY_DP_DETAILING_CORROSIVE_INFLUENCES : self.bolt.corrosive_influences} + if self.bolt.bolt_type == TYP_BEARING: + flange_bolt_bearing_cap_disp = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) + web_bolt_bearing_cap_disp = round( + self.web_bolt.bolt_bearing_capacity/1000, 2) + else: + flange_bolt_bearing_cap_disp = 'N/A' + web_bolt_bearing_cap_disp = 'N/A' + + test_out_list = { # applied loads + KEY_DISP_APPLIED_AXIAL_FORCE: round(self.factored_axial_load / 1000, 2), + KEY_DISP_APPLIED_SHEAR_LOAD: round(self.fact_shear_load / 1000, 2), + KEY_DISP_APPLIED_MOMENT_LOAD: round(self.load_moment / 1000000, 2), + # Diameter and grade + KEY_OUT_D_PROVIDED: self.bolt.bolt_diameter_provided, + KEY_OUT_GRD_PROVIDED: self.bolt.bolt_grade_provided, + # webplate dimensions + KEY_WEB_PLATE_HEIGHT: self.web_plate.height, + KEY_WEB_PLATE_LENGTH: self.web_plate.length, + KEY_OUT_WEBPLATE_THICKNESS: self.web_plate.thickness_provided, + # Web spacing + KEY_WEB_PITCH: self.web_plate.pitch_provided, + KEY_ENDDIST_W: self.web_plate.end_dist_provided, + KEY_WEB_GAUGE: self.web_plate.gauge_provided, + KEY_EDGEDIST_W: self.web_plate.edge_dist_provided, + + # def web_bolt_capacity(self, flag): + KEY_WEB_BOLT_LINE: (self.web_plate.bolt_line), + KEY_WEB_BOLTS_ONE_LINE: (self.web_plate.bolts_one_line), + KEY_WEB_BOLTS_REQ: (self.web_plate.bolts_required), + 'WebBolt.ShearCapacity': round(self.web_bolt.bolt_shear_capacity / 1000, 2), + 'WebBolt.BearingCapacity': web_bolt_bearing_cap_disp, + 'WebBolt.Capacity': round(self.web_plate.bolt_capacity_red / 1000, 2), + 'WebBolt.Force': round(self.web_plate.bolt_force / 1000, 2), + + # flange plate_outer + KEY_FLANGE_PLATE_HEIGHT: self.flange_plate.height, + KEY_FLANGE_PLATE_LENGTH: self.plate_out_len, + KEY_OUT_FLANGESPLATE_THICKNESS: self.flange_out_plate_tk, + # flange plate_inner + KEY_INNERFLANGE_PLATE_HEIGHT: self.flange_plate.Innerheight, + KEY_INNERFLANGE_PLATE_LENGTH: self.plate_in_len, + KEY_INNERFLANGEPLATE_THICKNESS: self.flange_in_plate_tk, + # Flange spacing + KEY_FLANGE_PITCH: self.flange_plate.pitch_provided, + KEY_ENDDIST_FLANGE: self.flange_plate.end_dist_provided, + KEY_FLANGE_PLATE_GAUGE: self.flange_plate.gauge_provided, + KEY_EDGEDIST_FLANGE: self.flange_plate.edge_dist_provided, + # def flange_bolt_capacity + KEY_FLANGE_BOLT_LINE: (self.flange_plate.bolt_line), + KEY_FLANGE_BOLTS_ONE_LINE: (self.flange_plate.bolts_one_line), + KEY_FLANGE_BOLTS_REQ: (self.flange_plate.bolts_required), + 'FlangeBolt.ShearCapacity': round(self.flange_bolt.bolt_shear_capacity / 1000, 2), + 'FlangeBolt.BearingCapacity': flange_bolt_bearing_cap_disp, + 'FlangeBolt.Capacity': round(self.flange_plate.bolt_capacity_red / 1000, 2), + + 'FlangeBolt.Force': round(self.flange_plate.bolt_force / 1000, 2), + + # def flangecapacity(self, flag): + KEY_TENSIONYIELDINGCAP_FLANGE: round(self.section.tension_yielding_capacity / 1000, 2), + KEY_TENSIONRUPTURECAP_FLANGE: round(self.section.tension_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_FLANGE: round(self.section.block_shear_capacity / 1000, 2), + KEY_FLANGE_TEN_CAPACITY: round(self.section.tension_capacity_flange / 1000, 2), + # flange plate capacities + KEY_TENSIONYIELDINGCAP_FLANGE_PLATE: round(self.flange_plate.tension_yielding_capacity / 1000, 2), + KEY_TENSIONRUPTURECAP_FLANGE_PLATE: round(self.flange_plate.tension_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_FLANGE_PLATE: round(self.flange_plate.block_shear_capacity / 1000, 2), + KEY_FLANGE_PLATE_TEN_CAP: round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + + # def webcapacity(self, flag): + KEY_TENSIONYIELDINGCAP_WEB: round(self.section.tension_yielding_capacity_web / 1000, 2), + KEY_TENSIONRUPTURECAP_WEB: round(self.section.tension_rupture_capacity_web / 1000, 2), + KEY_TENSIONBLOCK_WEB: round(self.section.block_shear_capacity_web / 1000, 2), + KEY_WEB_TEN_CAPACITY: round(self.section.tension_capacity_web / 1000, 2), + # web plate capac in axial + KEY_TEN_YIELDCAPACITY_WEB_PLATE: round(self.web_plate.tension_yielding_capacity / 1000, 2), + KEY_TENSION_RUPTURECAPACITY_WEB_PLATE: round(self.web_plate.tension_rupture_capacity / 1000, 2), + KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE: round(self.web_plate.block_shear_capacity / 1000, 2), + KEY_WEB_PLATE_CAPACITY: round(self.web_plate.tension_capacity_web_plate / 1000, 2), + # shear + KEY_SHEARYIELDINGCAP_WEB_PLATE: round(self.web_plate.shear_yielding_capacity / 1000, 2), + KEY_SHEARRUPTURECAP_WEB_PLATE: round(self.web_plate.shear_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_WEB_PLATE: round(self.web_plate.block_shear_capacity_shear / 1000, 2), + KEY_WEBPLATE_SHEAR_CAPACITY_PLATE: round(self.web_plate.shear_capacity_web_plate / 1000, 2), + KEY_WEB_PLATE_MOM_DEMAND: round(self.web_plate.moment_demand / 1000000, 2), + # def member_capacityoutput(self, flag): + KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), + KEY_MEMBER_SHEAR_CAPACITY: round(self.shear_capacity1 / 1000, 2), + KEY_MEMBER_AXIALCAPACITY: round(self.axial_capacity / 1000, 2), + KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY: round(self.Pmc / 1000000, 2), + KEY_OUT_DISP_MOMENT_D_DEFORMATION: round(self.Mdc / 1000000, 2)} + return test_out_list + + ################################ Design Report ##################################################################################### + + def save_design(self, popup_summary): + # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") + + if self.section.flange_slope == 90: + image = "Parallel_Beam" + else: + image = "Slope_Beam" + self.report_supporting = {KEY_DISP_SEC_PROFILE: image, + KEY_DISP_BEAMSEC_REPORT: self.section.designation, + KEY_DISP_MATERIAL: self.section.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.section.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.section.fy, + KEY_REPORT_MASS: self.section.mass, + KEY_REPORT_AREA: round(self.section.area, 2), + KEY_REPORT_DEPTH: self.section.depth, + KEY_REPORT_WIDTH: self.section.flange_width, + KEY_REPORT_WEB_THK: self.section.web_thickness, + KEY_REPORT_FLANGE_THK: self.section.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section.flange_slope, + KEY_REPORT_R1: self.section.root_radius, + KEY_REPORT_R2: self.section.toe_radius, + KEY_REPORT_IZ: round(self.section.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section.plast_sec_mod_y * 1e-3, 2)} + + self.report_input = \ + {KEY_MODULE: self.module, + KEY_MAIN_MODULE: self.mainmodule, + # KEY_CONN: self.connectivity, + KEY_DISP_MOMENT: self.load.moment, + KEY_DISP_SHEAR: self.load.shear_force, + KEY_DISP_AXIAL: self.load.axial_force, + + "Beam Section - Mechanical Properties": "TITLE", + "Section Details": self.report_supporting, + + "Bolt Details - Input and Design Preference": "TITLE", + # KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_TYP: self.bolt.bolt_type, + KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, + KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + KEY_DISP_DP_DETAILING_GAP_BEAM: self.flange_plate.gap, + KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, + + "Plate Details - Input and Design Preference": "TITLE", + KEY_DISP_FLANGESPLATE_PREFERENCES: self.preference, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.flange_plate.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.flange_plate.fy, + KEY_DISP_MATERIAL: self.flange_plate.material, + KEY_DISP_FLANGESPLATE_THICKNESS: str(self.flange_plate.thickness), + KEY_DISP_WEBPLATE_THICKNESS: str([int(d) for d in self.web_plate.thickness]), + } + self.report_check = [] + + ##### Outer plate##### + + h = self.section.depth - (2 * self.section.flange_thickness) + self.Pmc = self.section.plastic_moment_capactiy + self.Mdc = self.section.moment_d_def_criteria + t1 = ('SubSection', 'Member Capacity', + '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + t1 = (SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification( + class_of_section=self.class_of_section), "") + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, display_prov(self.load.axial_force, "P_x"), + cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, + T_dg=round(self.axial_capacity / 1000, 2), multiple=None, + area=round(self.section.area, 2)), '') + self.report_check.append(t1) + + # self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * + # self.section.web_thickness * self.section.fy) / (math.sqrt(3) * gamma_m0), 2) + + t1 = (KEY_OUT_DISP_SHEAR_CAPACITY, '', cl_8_4_shear_yielding_capacity_member(h=h, t=self.section.web_thickness, f_y=self.section.fy, gamma_m0=gamma_m0, + V_dg=round(self.shear_capacity1 / 1000 / 0.6, 2)), '') + self.report_check.append(t1) + + initial_shear_capacity = round(self.shear_capacity1 / 1000 / 0.6, 2) + reduced_shear_capacity = round(self.shear_capacity1 / 1000, 2) + t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V_y"), + allow_shear_capacity(initial_shear_capacity, + reduced_shear_capacity), + get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), + Z_p=round(self.Z_p, 2), f_y=self.section.fy, + gamma_m0=gamma_m0, + Pmc=round(self.Pmc / 1000000, 2)), '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member(fy=self.section.fy, + Z_e=round( + self.section.elast_sec_mod_z, 2), + Mdc=round(self.Mdc / 1000000, 2)), + '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, display_prov(self.load.moment, "M_z"), cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), + Mdc=round( + self.Mdc / 1000000, 2), + M_c=round(self.section.moment_capacity / 1000000, 2)), + '') + self.report_check.append(t1) + t1 = ('SubSection', 'Load Consideration', + '|p{3cm}|p{6cm}|p{5.2cm}|p{1.5cm}|') + self.report_check.append(t1) + ##### INTERACTION RATIO####### + + t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al=self.load.axial_force, M=self.load.moment, + A_c=round( + self.axial_capacity/1000, 2), + M_c=round( + self.section.moment_capacity/1000000, 2), + IR_axial=self.IR_axial, IR_moment=self.IR_moment, sum_IR=self.sum_IR), '') + self.report_check.append(t1) + ############################# + #### Min load Required ############### + t2 = (MIN_LOADS_REQUIRED, min_loads_required(conn="beam_beam"), min_loads_provided(min_ac=round(self.min_axial_load / 1000, 2), + min_mc=round( + self.load_moment_min / 1000000, 2), + conn="beam_beam"), '') + self.report_check.append(t2) + + ############################# + t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, display_prov(self.load.axial_force, "P_x"), + prov_axial_load(axial_input=self.load.axial_force, min_ac=round(self.min_axial_load / 1000, 2), + app_axial_load=round(self.factored_axial_load / 1000, 2), axial_capacity=round(self.axial_capacity/1000, 2)), '') + + self.report_check.append(t1) + V_dy = round(self.shear_capacity1 / 0.6 / 1000, 2) + t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, display_prov(self.load.shear_force, "V_y"), + prov_shear_load(shear_input=self.load.shear_force, min_sc=round(self.shear_load1 / 1000, 2), + app_shear_load=round(self.fact_shear_load / 1000, 2), shear_capacity_1=V_dy), "") + self.report_check.append(t1) + t1 = (KEY_DISP_APPLIED_MOMENT_LOAD, display_prov(self.load.moment, "M_z"), + prov_moment_load(moment_input=self.load.moment, min_mc=round(self.load_moment_min / 1000000, 2), + app_moment_load=round(self.load_moment / 1000000, 2), moment_capacity=round(self.section.moment_capacity / 1000000, 2), + moment_capacity_supporting=0.0), "") + + self.report_check.append(t1) + t23 = (KEY_OUT_DISP_FORCES_WEB, '', forces_in_web(Au=round(self.factored_axial_load / 1000, 2), + T=self.section.flange_thickness, + A=round( + self.section.area, 2), + t=self.section.web_thickness, D=self.section.depth, + Zw=round(self.Z_w, 2), Mu=round(self.load_moment / 1000000, 2), + Z=round( + self.section.plast_sec_mod_z, 2), + Mw=round( + self.moment_web / 1000000, 2), + Aw=round(self.axial_force_w / 1000, 2)), '') + self.report_check.append(t23) + t23 = (KEY_OUT_DISP_FORCES_FLANGE, '', forces_in_flange(Au=round(self.factored_axial_load / 1000, 2), + B=self.section.flange_width, + T=self.section.flange_thickness, + A=round( + self.section.area, 2), + D=self.section.depth, + Mu=round( + self.load_moment / 1000000, 2), + Mw=round( + self.moment_web / 1000000, 2), + Mf=round( + self.moment_flange / 1000000, 2), + Af=round( + self.axial_force_f / 1000, 2), + ff=round(self.flange_force / 1000, 2), ), '') + self.report_check.append(t23) + if self.design_status == False: + if self.member_capacity_status == True: + t2 = ('SubSection', 'Initial Member Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t2) + t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, display_prov(round(self.flange_force / 1000, 2), "F_f"), + cl_6_2_tension_yield_capacity_member(self.section.flange_width, + self.section.flange_thickness, + self.section.fy, gamma_m0, + round(self.section.tension_yielding_capacity / 1000, 2), 1), + get_pass_fail(round(self.flange_force / 1000, 2), + round(self.section.tension_yielding_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + if self.section.tension_yielding_capacity > self.flange_force: + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) + t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), + cl_6_2_tension_yield_capacity_member(webheight, + self.section.web_thickness, + self.section.fy, gamma_m0, + round(self.section.tension_yielding_capacity_web / 1000, ), 1), + get_pass_fail(round(self.axial_force_w / 1000, 2), + round(self.section.tension_yielding_capacity_web / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and (len(self.flange_plate_thickness_possible) != 0): + t1 = ('SubSection', 'Initial Flange Plate Height Check', + '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.preference == "Outside": + t1 = ('Flange Plate Width (mm)', 'Bfp >= 50', + display_prov(round(self.outerwidth, 2), "B_{fp}"), + get_pass_fail(50, round(self.outerwidth, 2), relation="leq")) + self.report_check.append(t1) + else: + t1 = ('Flange Plate Width (mm)', 'Bfp >= 50', + display_prov(round(self.outerwidth, 2), "B_{fp}"), + get_pass_fail(50, round(self.outerwidth, 2), relation="leq")) + self.report_check.append(t1) + + t1 = ('Flange Plate Inner Width (mm)', 'Bifp >= 50', + width_pt_chk_bolted( + B=self.section.flange_width, t=self.section.web_thickness, r_1=self.section.root_radius), + get_pass_fail(50, round(self.innerwidth, 2), relation="leq")) + self.report_check.append(t1) + + if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and self.webheight_status == True: + if self.initial_pt_thk_status == True: + self.thick_f = self.flange_plate.thickness_provided + self.thick_w = self.web_plate.thickness_provided + else: + self.thick_f = self.max_thick_f + self.thick_w = self.max_thick_w + t1 = ('SubSection', 'Flange Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.preference == "Outside": + t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness, "T"), display_prov(self.thick_f, "t_{fp}"), + get_pass_fail(self.section.flange_thickness, self.thick_f, relation="lesser")) + self.report_check.append(t2) + if (len(self.flange_plate_thickness_possible) != 0) and self.outerwidth >= 50: + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), + flange_plate_area_prov_bolt(B=self.section.flange_width, pref="Outside", y=self.thick_f, + outerwidth=round( + self.outerwidth, 2), + fp_area=round( + self.flange_plate_crs_sec_area, 2), + t=self.section.web_thickness, + r_1=self.section.root_radius,), + get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) + + else: + t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness/2, "T"), + display_prov(self.thick_f, "t_{fp}"), get_pass_fail(self.section.flange_thickness/2, + self.thick_f, relation="lesser")) + self.report_check.append(t2) + # flange_plate_crs_sec_area = (self.outerwidth + (2 * self.innerwidth)) * self.thick_f + if len(self.flange_plate_thickness_possible) != 0 and self.innerwidth >= 50 and self.outerwidth >= 50: + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), + flange_plate_area_prov_bolt(B=self.section.flange_width, pref="Outside+Inside", + y=self.thick_f, + outerwidth=round(self.outerwidth, 2), fp_area=round(self.flange_plate_crs_sec_area, 2), + t=self.section.web_thickness, r_1=self.section.root_radius, + innerwidth=round(self.innerwidth, 2)), get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) + self.report_check.append(t2) + + if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and (len(self.flange_plate_thickness_possible) != 0): + t1 = ('SubSection', 'Initial Web Plate Height Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.preference == "Outside": + + t1 = ( + 'Web Plate Height (mm)', min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, + t_f=self.section.flange_thickness), + web_width_chk_bolt(pref=self.preference, D=self.section.depth, tk=self.flange_plate.thickness_provided, T=self.section.flange_thickness, + R_1=self.section.root_radius, webplatewidth=self.webplatewidth, webclearance=None), + get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) + self.report_check.append(t1) + else: + # self.min_web_plate_height = self.section.min_plate_height() + t1 = ('Web Plate Height (mm)', min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, + t_f=self.section.flange_thickness), + web_width_chk_bolt(pref=self.preference, D=self.section.depth, tk=self.flange_plate.thickness_provided, T=self.section.flange_thickness, + R_1=self.section.root_radius, webplatewidth=self.webplatewidth, + webclearance=self.webclearance), + get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) + self.report_check.append(t1) + + if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and self.webheight_status == True: + + # if (self.flange_plate_crs_sec_area >= (1.05 * self.flange_crs_sec_area)) and len(self.flange_plate_thickness_possible) != 0 and len(self.web_plate_thickness_possible) != 0 : + t1 = ('SubSection', 'Web Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + t2 = (KEY_DISP_WEBPLATE_THICKNESS, display_prov(self.section.web_thickness/2, "t"), display_prov( + self.thick_w, "t_{wp}"), get_pass_fail(self.section.web_thickness/2, self.thick_w, relation="lesser")) + self.report_check.append(t2) + if len(self.web_plate_thickness_possible) != 0 and self.webplatewidth > self.min_web_plate_height: + # if (self.flange_plate_crs_sec_area >= 1.05 * self.flange_crs_sec_area): + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.web_crs_area, 2), + flange_web_area=round(self.Wp, 2)), + web_plate_area_prov_bolt(D=self.section.depth, y=self.thick_w, + webwidth=self.min_web_plate_height, + wp_area=round(self.web_plate_crs_sec_area, 2), T=self.section.flange_thickness, r_1=self.section.root_radius), + get_pass_fail(self.Wp, self.web_plate_crs_sec_area, relation="lesser")) + self.report_check.append(t2) + if self.member_capacity_status == True and self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True: + t1 = ('SubSection', 'Web Spacing Check', + '|p{3.0cm}|p{6.5cm}|p{5 cm}|p{1cm}|') + self.report_check.append(t1) + self.bolt_diameter_min = min(self.bolt.bolt_diameter) + min_gauge = self.web_bolt.min_gauge_round + self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, + self.bolt.bolt_hole_type) + row_limit = "Row~Limit~(r_l) = 2" + row = 2.0 + depth_max = round( + self.section.depth - (2*self.section.flange_thickness) - (2*self.webclearance), 2) + depth = round( + 2 * self.web_bolt.min_edge_dist_round + min_gauge, 2) + + t6 = (KEY_OUT_DISP_D_MIN, "", display_prov( + self.bolt_diameter_min, "d"), '') + self.report_check.append(t6) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing( + self.bolt_diameter_min), display_prov(min_gauge, "g", row_limit), "") + self.report_check.append(t2) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), + self.web_bolt.min_edge_dist_round, "") + self.report_check.append(t3) + t3 = (KEY_SPACING, depth_req(self.web_bolt.min_edge_dist_round, min_gauge, row, sec="beam"), depth_max, + get_pass_fail(depth, depth_max, relation="lesser")) + self.report_check.append(t3) + + t1 = ('SubSection', 'Flange Spacing Check', + '|p{3.0cm}|p{6.5cm}|p{5cm}|p{1cm}|') + self.report_check.append(t1) + self.bolt_diameter_min = min(self.bolt.bolt_diameter) + min_gauge = 0.0 + self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, + self.bolt.bolt_hole_type) + row_limit = "Row~Limit~(r_l) = 1" + row = 1.0 + depth_max = round((self.section.flange_width/2) - + (self.section.web_thickness/2) - self.section.root_radius, 2) + depth = round(2 * self.flange_bolt.min_edge_dist_round, 2) + + t6 = (KEY_OUT_DISP_D_MIN, "", display_prov( + self.bolt_diameter_min, "d"), '') + self.report_check.append(t6) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing( + self.bolt_diameter_min), display_prov(min_gauge, "g", row_limit), "") + self.report_check.append(t2) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), + self.flange_bolt.min_edge_dist_round, "") + self.report_check.append(t3) + t3 = (KEY_SPACING, depth_req(self.flange_bolt.min_edge_dist_round, self.flange_bolt.min_pitch_round, row, sec="beam"), depth_max, + get_pass_fail(depth, depth_max, relation="leq")) + self.report_check.append(t3) + + if self.flange_plate.spacing_status == True: + flange_connecting_plates = [ + self.flange_plate.thickness_provided, self.section.flange_thickness] + + flange_bolt_shear_capacity_kn = round( + self.flange_bolt.bolt_shear_capacity / 1000, 2) + # flange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) + flange_bolt_capacity_kn = round( + self.flange_bolt.bolt_capacity / 1000, 2) + flange_kb_disp = round(self.flange_bolt.kb, 2) + flange_kh_disp = round(self.flange_bolt.kh, 2) + flange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) + flange_bolt_capacity_red_kn = round( + self.flange_plate.bolt_capacity_red / 1000, 2) + if self.initial_pt_thk_status == True: + self.thick_f = self.flange_plate.thickness_provided + self.thick_w = self.web_plate.thickness_provided + else: + self.thick_f = self.max_thick_f + self.thick_w = self.max_thick_w + ######## Inner plate##### + innerflange_connecting_plates = [ + self.flange_plate.thickness_provided, self.section.flange_thickness] + + innerflange_bolt_shear_capacity_kn = round( + self.flange_bolt.bolt_shear_capacity / 1000, 2) + + innerflange_bolt_capacity_kn = round( + self.flange_bolt.bolt_capacity / 1000, 2) + innerflange_kb_disp = round(self.flange_bolt.kb, 2) + innerflange_kh_disp = round(self.flange_bolt.kh, 2) + innerflange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) + innerflange_bolt_capacity_red_kn = round( + self.flange_plate.bolt_capacity_red, 2) + min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + + t1 = ('SubSection', 'Flange Bolt Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", + display_prov(self.bolt.bolt_diameter_provided, "d"), '') + + self.report_check.append(t6) + + t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", + self.bolt.bolt_grade_provided, '') + self.report_check.append(t8) + t8 = (KEY_DISP_DP_BOLT_FU, "", display_prov( + round(self.flange_bolt.bolt_fu, 2), "f_{ub}"), '') + self.report_check.append(t8) + + t8 = (KEY_DISP_DP_BOLT_FY, "", display_prov( + round(self.flange_bolt.bolt_fy, 2), "f_{yb}"), '') + self.report_check.append(t8) + + t8 = (KEY_DISP_BOLT_AREA, " ", display_prov( + self.flange_bolt.bolt_net_area, "A_{nb}", " Ref~IS~1367-3~(2002)"), '') + self.report_check.append(t8) + t8 = (KEY_DISP_BOLT_HOLE, " ", display_prov( + self.flange_bolt.dia_hole, "d_0"), '') + self.report_check.append(t8) + if self.preference == "Outside": + t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), + get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + else: + t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), + display_prov( + self.flange_plate.thickness_provided, "t_{ifp}"), + get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + t6 = (DISP_NUM_OF_COLUMNS, '', display_prov( + self.flange_plate.bolt_line, "n_c"), '') + + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, '', display_prov( + self.flange_plate.bolts_one_line, "n_r"), '') + self.report_check.append(t7) + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.flange_plate.pitch_provided, + get_pass_fail(self.flange_bolt.min_pitch, self.flange_plate.pitch_provided, relation='leq')) + self.report_check.append(t1) + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(flange_connecting_plates), + self.flange_plate.pitch_provided, + get_pass_fail(self.flange_bolt.max_spacing, self.flange_plate.pitch_provided, relation='geq')) + self.report_check.append(t1) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.flange_plate.gauge_provided, + get_pass_fail(self.flange_bolt.min_gauge, self.flange_plate.gauge_provided, relation="leq")) + self.report_check.append(t2) + t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(flange_connecting_plates), + self.flange_plate.gauge_provided, + get_pass_fail(self.flange_bolt.max_spacing, self.flange_plate.gauge_provided, relation="geq")) + self.report_check.append(t2) + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.flange_bolt.dia_hole, self.bolt.edge_type), + self.flange_plate.end_dist_provided, + get_pass_fail(self.flange_bolt.min_end_dist, self.flange_plate.end_dist_provided, relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, + corrosive_influences=self.bolt.corrosive_influences, + parameter='end_dist'), + self.flange_plate.end_dist_provided, + get_pass_fail(self.flange_bolt.max_end_dist, self.flange_plate.end_dist_provided, relation='geq')) + self.report_check.append(t4) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.flange_bolt.dia_hole, self.bolt.edge_type), + self.flange_plate.edge_dist_provided, + get_pass_fail(self.flange_bolt.min_edge_dist, self.flange_plate.edge_dist_provided, relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, + corrosive_influences=self.bolt.corrosive_influences, + parameter='edge_dist'), + self.flange_plate.edge_dist_provided, + get_pass_fail(self.flange_bolt.max_edge_dist, self.flange_plate.edge_dist_provided, relation="geq")) + self.report_check.append(t4) + + if self.preference == "Outside": + if self.flange_bolt.bolt_type == TYP_BEARING: + flange_bolt_bearing_capacity_kn = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 1, + self.flange_bolt.bolt_net_area, + self.flange_bolt.gamma_mb, + flange_bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.flange_plate.end_dist_provided, self.flange_plate.pitch_provided, self.flange_bolt.dia_hole, + self.flange_bolt.bolt_fu, self.flange_bolt.fu_considered), '') + self.report_check.append(t8) + t2 = (KEY_OUT_DISP_FLANGE_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(flange_kb_disp, + self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, + self.flange_bolt.gamma_mb, + flange_bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_FLANGE_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(flange_bolt_shear_capacity_kn, + flange_bolt_bearing_capacity_kn, + flange_bolt_capacity_kn), '') + self.report_check.append(t3) + else: + + t4 = (KEY_OUT_DISP_FLANGE_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, + K_h=flange_kh_disp, + fub=self.flange_bolt.bolt_fu, + Anb=self.flange_bolt.bolt_net_area, + gamma_mf=self.flange_bolt.gamma_mf, + capacity=flange_bolt_capacity_kn), '') + self.report_check.append(t4) + else: + if self.flange_bolt.bolt_type == TYP_BEARING: + innerflange_bolt_bearing_capacity_kn = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 2, + self.flange_bolt.bolt_net_area, + self.flange_bolt.gamma_mb, + innerflange_bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.flange_plate.end_dist_provided, self.flange_plate.pitch_provided, + self.flange_bolt.dia_hole, + self.flange_bolt.bolt_fu, self.flange_bolt.fu_considered), '') + self.report_check.append(t8) + t2 = (KEY_OUT_DISP_FLANGE_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(innerflange_kb_disp, + self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, + self.flange_bolt.gamma_mb, + innerflange_bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_FLANGE_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(innerflange_bolt_shear_capacity_kn, + innerflange_bolt_bearing_capacity_kn, + innerflange_bolt_capacity_kn), '') + self.report_check.append(t3) + else: + + t4 = (KEY_OUT_DISP_FLANGE_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=2, + K_h=innerflange_kh_disp, + fub=self.flange_bolt.bolt_fu, + Anb=self.flange_bolt.bolt_net_area, + gamma_mf=self.flange_bolt.gamma_mf, + capacity=innerflange_bolt_capacity_kn), + '') + self.report_check.append(t4) + + # t6 = (DISP_NUM_OF_BOLTS, get_trial_bolts(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), + # bolt_capacity=flange_bolt_capacity_kn, multiple=2,conn ="flange_web"), + # self.flange_plate.bolts_required, '') + # self.report_check.append(t6) + + t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), + long_joint_bolted_beam(self.flange_plate.bolt_line, self.flange_plate.bolts_one_line, + self.flange_plate.pitch_provided, + self.flange_plate.gauge_provided, self.bolt.bolt_diameter_provided, + flange_bolt_capacity_kn, + flange_bolt_capacity_red_kn, 'flange', self.flange_plate.end_dist_provided, + self.flange_plate.gap, self.flange_plate.edge_dist_provided, + self.section.web_thickness, self.section.root_radius, conn="beam_beam"), "") + self.report_check.append(t10) + + t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), + cl_10_3_3_2_large_grip_bolted_prov(self.t_sum1, self.flange_bolt.bolt_diameter_provided, + self.flange_plate.beta_lj), "") + self.report_check.append(t10) + + if self.flange_bolt.bolt_type == TYP_BEARING: + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), + bolt_capacity=round( + self.flange_plate.bolt_force / 1000, 2), + bolt_req=self.flange_plate.bolts_required, multiple=2, + conn="flange_web"), + bolt_red_capacity_prov(self.flange_plate.beta_lj, + self.flange_plate.beta_lg, + flange_bolt_capacity_kn, + flange_bolt_capacity_red_kn, "b"), + get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, + relation="lesser")) + self.report_check.append(t5) + else: + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), + bolt_capacity=round( + self.flange_plate.bolt_force / 1000, 2), + bolt_req=self.flange_plate.bolts_required, + multiple=2, + conn="flange_web"), + bolt_red_capacity_prov(self.flange_plate.beta_lj, + self.flange_plate.beta_lg, + flange_bolt_capacity_kn, + flange_bolt_capacity_red_kn, "f"), + get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, + relation="lesser")) + self.report_check.append(t5) + + if self.web_plate.spacing_status == True and self.flange_plate.spacing_status == True: + + ############ web variables### + web_connecting_plates = [ + self.web_plate.thickness_provided, self.section.web_thickness] + web_bolt_shear_capacity_kn = round( + self.web_bolt.bolt_shear_capacity / 1000, 2) + # web_bolt_bearing_capacity_kn = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) + web_bolt_capacity_kn = round(self.web_bolt.bolt_capacity / 1000, 2) + web_kb_disp = round(self.web_bolt.kb, 2) + web_kh_disp = round(self.web_bolt.kh, 2) + + web_bolt_force_kn = round(self.web_plate.bolt_force / 1000, 2) + web_bolt_capacity_red_kn = round( + self.web_plate.bolt_capacity_red / 1000, 2) + res_force = self.web_plate.bolt_force * \ + self.web_plate.bolt_line * self.web_plate.bolts_one_line + print("res_focce", res_force) + + t1 = ('SubSection', 'Web Bolt Check', + '|p{2.5cm}|p{5.6cm}|p{6.4cm}|p{1.5cm}|') + + self.report_check.append(t1) + t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", display_prov(self.bolt.bolt_diameter_provided, "d"), + '') + self.report_check.append(t6) + t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", + self.bolt.bolt_grade_provided, '') + self.report_check.append(t8) + t1 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t/2"), + display_prov(self.web_plate.thickness_provided, "t_{wp}"), + get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) + self.report_check.append(t1) + t6 = (DISP_NUM_OF_COLUMNS, '', display_prov( + self.web_plate.bolt_line, "n_c"), '') + + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, '', display_prov( + self.web_plate.bolts_one_line, "n_r"), '') + self.report_check.append(t7) + + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.web_plate.pitch_provided, + get_pass_fail(self.web_bolt.min_pitch, self.web_plate.pitch_provided, relation='leq')) + self.report_check.append(t1) + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(web_connecting_plates), + self.web_plate.pitch_provided, + get_pass_fail(self.web_bolt.max_spacing, self.web_plate.pitch_provided, + relation='geq')) + self.report_check.append(t1) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.web_plate.gauge_provided, + get_pass_fail(self.web_bolt.min_gauge, self.web_plate.gauge_provided, relation="leq")) + self.report_check.append(t2) + t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(web_connecting_plates), + self.web_plate.gauge_provided, + get_pass_fail(self.flange_bolt.max_spacing, self.web_plate.gauge_provided, + relation="geq")) + self.report_check.append(t2) + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.web_bolt.dia_hole, self.bolt.edge_type), + self.web_plate.end_dist_provided, + get_pass_fail(self.web_bolt.min_end_dist, self.web_plate.end_dist_provided, + relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_web_t_fu_fy, + corrosive_influences=self.bolt.corrosive_influences, + parameter='end_dist'), + self.web_plate.end_dist_provided, + get_pass_fail(self.web_bolt.max_end_dist, self.web_plate.end_dist_provided, + relation='geq')) + self.report_check.append(t4) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.web_bolt.dia_hole, self.bolt.edge_type), + self.web_plate.edge_dist_provided, + get_pass_fail(self.web_bolt.min_edge_dist, self.web_plate.edge_dist_provided, + relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_web_t_fu_fy, + corrosive_influences=self.bolt.corrosive_influences, + parameter='edge_dist'), + self.web_plate.edge_dist_provided, + get_pass_fail(self.web_bolt.max_edge_dist, self.web_plate.edge_dist_provided, + relation="geq")) + self.report_check.append(t4) + + if self.web_bolt.bolt_type == TYP_BEARING: + web_bolt_bearing_capacity_kn = round( + self.web_bolt.bolt_bearing_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_WEB_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.web_bolt.bolt_fu, 2, + self.web_bolt.bolt_net_area, + self.web_bolt.gamma_mb, + web_bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.web_plate.end_dist_provided, self.web_plate.pitch_provided, + self.web_bolt.dia_hole, + self.web_bolt.bolt_fu, self.web_bolt.fu_considered), '') + self.report_check.append(t8) + t2 = (KEY_OUT_DISP_WEB_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(web_kb_disp, + self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_web_t_fu_fy, + self.web_bolt.gamma_mb, + web_bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_WEB_BOLT_CAPACITY, '', cl_10_3_2_bolt_capacity(web_bolt_shear_capacity_kn, + web_bolt_bearing_capacity_kn, + web_bolt_capacity_kn), '') + self.report_check.append(t3) + else: + + t4 = (KEY_OUT_DISP_WEB_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=2, + K_h=web_kh_disp, fub=self.web_bolt.bolt_fu, + Anb=self.web_bolt.bolt_net_area, + gamma_mf=self.web_bolt.gamma_mf, + capacity=web_bolt_capacity_kn), '') + self.report_check.append(t4) + + # t5 = (DISP_NUM_OF_BOLTS, get_trial_bolts(V_u=round(self.fact_shear_load / 1000, 2), + # A_u=(round(self.axial_force_w / 1000, 2)), + # bolt_capacity=web_bolt_capacity_kn, multiple=2,conn="flange_web"), + # self.web_plate.bolts_required, '') + # self.report_check.append(t5) # todo no of bolts + + t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.web_plate.bolts_one_line, gauge=self.web_plate.gauge_provided, + ymax=round( + self.web_plate.ymax, 2), + xmax=round( + self.web_plate.xmax, 2), + bolt_line=self.web_plate.bolt_line, + pitch=self.web_plate.pitch_provided, + length_avail=self.web_plate.length_avail, conn="beam_beam"), '', '') + self.report_check.append(t10) + + t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, moment_demand_req_bolt_force( + shear_load=round(self.fact_shear_load / 1000, 2), + web_moment=round(self.moment_web / 1000000, 2), ecc=self.web_plate.ecc, + moment_demand=round(self.web_plate.moment_demand / 1000000, 2)), '', '') + + self.report_check.append(t10) + + t10 = (KEY_OUT_DISP_BOLT_FORCE, Vres_bolts(bolts_one_line=self.web_plate.bolts_one_line, + ymax=round( + self.web_plate.ymax, 2), + xmax=round( + self.web_plate.xmax, 2), + bolt_line=self.web_plate.bolt_line, + shear_load=round( + self.fact_shear_load / 1000, 2), + axial_load=round( + self.axial_force_w / 1000, 2), + moment_demand=round( + self.web_plate.moment_demand / 1000000, 2), + r=round( + self.web_plate.sigma_r_sq / 1000, 2), + vbv=round( + self.web_plate.vbv / 1000, 2), + tmv=round( + self.web_plate.tmv / 1000, 2), + tmh=round( + self.web_plate.tmh / 1000, 2), + abh=round( + self.web_plate.abh / 1000, 2), + vres=round(self.web_plate.bolt_force / 1000, 2), conn="beam_beam"), '', '') + self.report_check.append(t10) + + t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), + long_joint_bolted_beam(self.web_plate.bolt_line, self.web_plate.bolts_one_line, + self.web_plate.pitch_provided, + self.web_plate.gauge_provided, self.bolt.bolt_diameter_provided, + web_bolt_capacity_kn, + web_bolt_capacity_red_kn, 'web', self.web_plate.end_dist_provided, + self.flange_plate.gap, self.web_plate.edge_dist_provided, + self.section.web_thickness, self.section.root_radius, conn="beam_beam"), "") + self.report_check.append(t10) + + t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), + cl_10_3_3_2_large_grip_bolted_prov(self.t_sum2, self.web_bolt.bolt_diameter_provided, + self.web_plate.beta_lj), "") + self.report_check.append(t10) + if self.web_bolt.bolt_type == TYP_BEARING: + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000, 2), + bolt_red_capacity_prov(self.web_plate.beta_lj, + self.web_plate.beta_lg, + web_bolt_capacity_kn, + web_bolt_capacity_red_kn, "b"), + get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, + relation="lesser")) + self.report_check.append(t5) + else: + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000, 2), + bolt_red_capacity_prov(self.web_plate.beta_lj, + self.web_plate.beta_lg, + web_bolt_capacity_kn, + web_bolt_capacity_red_kn, "f"), + get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, + relation="lesser")) + self.report_check.append(t5) + ###### Flange plate check#### + if self.select_bolt_dia_status == True: + if self.preference == "Outside": + t1 = ('SubSection', 'Flange Plate Dimension Check - Outside', + '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, + min_flange_plate_ht=self.min_plate_height), + self.flange_plate.height, + get_pass_fail(self.min_plate_height, self.flange_plate.height, relation="leq")) + self.report_check.append(t1) + + min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + + t1 = (DISP_MIN_FLANGE_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, + min_end_dist=self.flange_bolt.min_end_dist, + bolt_line=self.flange_plate.bolt_line, + min_length=min_plate_length, + gap=self.flange_plate.gap, sec="beam"), + self.flange_plate.length, + get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) + self.report_check.append(t1) + + t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), + get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + self.Recheck_flange_pt_area_o = (self.flange_plate.height) * \ + self.flange_plate.thickness_provided + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), + flange_web_area=round(self.Ap, 2)), + plate_recheck_area_weld(outerwidth=self.flange_plate.height, + f_tp=self.flange_plate.thickness_provided, conn="flange", + pref="Outside"), + get_pass_fail(self.Ap, self.Recheck_flange_pt_area_o, relation="leq")) + self.report_check.append(t2) + else: + t1 = ('SubSection', 'Flange Plate Dimension Check - Outside/Inside', + '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + #### OUTER PLATE#### + t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, + min_flange_plate_ht=self.min_plate_height), + self.flange_plate.height, + get_pass_fail(self.min_plate_height, self.flange_plate.height, relation="leq")) + self.report_check.append(t1) + + min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + + t1 = (DISP_MIN_FLANGE_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, + min_end_dist=self.flange_bolt.min_end_dist, + bolt_line=self.flange_plate.bolt_line, + min_length=min_plate_length, + gap=self.flange_plate.gap, sec="beam"), + self.flange_plate.length, + get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) + self.report_check.append(t1) + # INNER PLATE + min_inner_height = int( + (self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2) + min_inner_ht_req = 50 + t1 = (DISP_MIN_PLATE_INNERHEIGHT, '>=50', + self.flange_plate.Innerheight, + get_pass_fail(min_inner_ht_req, self.flange_plate.Innerheight, relation="leq")) + self.report_check.append(t1) + + t1 = (DISP_MAX_PLATE_INNERHEIGHT, min_inner_flange_plate_ht_req(beam_width=self.section.flange_width, + web_thickness=self.section.web_thickness, + root_radius=self.section.root_radius, + min_inner_flange_plate_ht=min_inner_height), + self.flange_plate.Innerheight, get_pass_fail(min_inner_height, + self.flange_plate.Innerheight, + relation="geq")) + self.report_check.append(t1) + + min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + + t1 = (DISP_MIN_PLATE_INNERLENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, + min_end_dist=self.flange_bolt.min_end_dist, + bolt_line=self.flange_plate.bolt_line, + min_length=min_plate_length, + gap=self.flange_plate.gap, sec="beam"), + self.flange_plate.length, + get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) + self.report_check.append(t1) + + t1 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), + display_prov( + self.flange_plate.thickness_provided, "t_{ifp}"), + get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + self.Recheck_flange_pt_area_oi = (self.flange_plate.height + (2 * self.flange_plate.Innerheight)) * \ + self.flange_plate.thickness_provided + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), + flange_web_area=round(self.Ap, 2)), + plate_recheck_area_weld(outerwidth=self.flange_plate.height, + innerwidth=self.flange_plate.Innerheight, + f_tp=self.flange_plate.thickness_provided, t_wp=None, conn="flange", + pref="Outside+Inside"), + get_pass_fail(self.Ap, self.Recheck_flange_pt_area_oi, relation="leq")) + self.report_check.append(t2) + + ################ + if self.select_bolt_dia_status == True: + self.min_web_plate_height = round( + self.section.min_plate_height(), 2) + t1 = ('SubSection', 'Web Plate Dimension Check', + '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_WEB_PLATE_HEIGHT, min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, + t_f=self.section.flange_thickness), + self.web_plate.height, + get_pass_fail(self.min_web_plate_height, self.web_plate.height, relation="leq")) + self.report_check.append(t1) + + min_plate_length = 2 * (((self.web_plate.bolt_line / 2 - 1) * self.web_bolt.min_pitch) + ( + 2 * self.web_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + + t1 = (DISP_MIN_WEB_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.web_bolt.min_pitch, + min_end_dist=self.web_bolt.min_end_dist, + bolt_line=self.web_plate.bolt_line, + min_length=min_plate_length, + gap=self.flange_plate.gap, sec="beam"), + self.web_plate.length, + get_pass_fail(min_plate_length, self.web_plate.length, relation="leq")) + self.report_check.append(t1) + t1 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t/2"), + display_prov(self.web_plate.thickness_provided, "t_{wp}"), + get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) + self.report_check.append(t1) + self.Recheck_web_pt_area_o = (2 * self.web_plate.height) * \ + self.web_plate.thickness_provided + t2 = (KEY_DISP_AREA_CHECK, plate_area_req(round(self.web_crs_area, 2), + flange_web_area=round(self.Wp, 2)), + plate_recheck_area_weld(outerwidth=self.web_plate.height, innerwidth=None, + f_tp=None, t_wp=self.web_plate.thickness_provided, conn="web", + pref=None), + get_pass_fail(self.Wp, self.Recheck_web_pt_area_o, relation="leq")) + self.report_check.append(t2) + + ################### + # Member Capacities + ################### + ### Flange Check ### + if self.get_plate_details_status == True: + t1 = ('SubSection', 'Member Check', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, '', cl_6_2_tension_yield_capacity_member(self.section.flange_width, + self.section.flange_thickness, + self.section.fy, gamma_m0, + round( + self.section.tension_yielding_capacity / 1000, + 2)), '') + self.report_check.append(t1) + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE, '', cl_6_3_1_tension_rupture_plate(w_p=self.section.flange_width, + t_p=self.section.flange_thickness, + n_c=self.flange_plate.bolts_one_line, + d_o=self.flange_bolt.dia_hole, + fu=self.section.fu, gamma_m1=gamma_m1, + T_dn=round( + self.section.tension_rupture_capacity / 1000, + 2)), '') + + self.report_check.append(t1) + + t6 = ( + KEY_DISP_BLOCKSHEARCAP_FLANGE, '', cl_6_4_blockshear_capacity_member(Tdb=round(self.section.block_shear_capacity / 1000, 2)), '') + self.report_check.append(t6) + + t1 = (KEY_DISP_FLANGE_TEN_CAPACITY, display_prov(round(self.flange_force / 1000, 2), "F_f"), + + cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity / 1000, 2), + round( + self.section.tension_rupture_capacity / 1000, 2), + round(self.section.block_shear_capacity / 1000, 2)), + get_pass_fail(round(self.flange_force / 1000, 2), round(self.section.tension_capacity_flange / 1000, 2), + relation="lesser")) + self.report_check.append(t1) + + ### web Check ### + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + # A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) + t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, '', cl_6_2_tension_yield_capacity_member(webheight, + self.section.web_thickness, + self.section.fy, gamma_m0, + round( + self.section.tension_yielding_capacity_web / 1000, + 2)), '') + self.report_check.append(t1) + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = (KEY_DISP_TENSIONRUPTURECAP_WEB, '', cl_6_3_1_tension_rupture_plate(w_p=webheight, + t_p=self.section.web_thickness, + n_c=self.web_plate.bolts_one_line, + d_o=self.web_bolt.dia_hole, + fu=self.section.fu, gamma_m1=gamma_m1, + T_dn=round( + self.section.tension_rupture_capacity_web / 1000, + 2)), '') + self.report_check.append(t1) + + t1 = ( + KEY_DISP_BLOCKSHEARCAP_WEB, '', cl_6_4_blockshear_capacity_member(Tdb=round(self.section.block_shear_capacity_web / 1000, 2)), '') + + self.report_check.append(t1) + + t1 = (KEY_DISP_WEB_TEN_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), + + cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity_web / 1000, 2), + round( + self.section.tension_rupture_capacity_web / 1000, 2), + round(self.section.block_shear_capacity_web / 1000, 2)), + get_pass_fail(round(self.axial_force_w / 1000, 2), round(self.section.tension_capacity_web / 1000, 2), + relation="lesser")) + self.report_check.append(t1) + ################### + # Flange plate Capacities check + ################### + if self.flange_check_axial_status == True: + if self.preference == "Outside": + + t1 = ('SubSection', 'Flange Plate Capacity Check for Axial Load - Outside', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(self.flange_plate.height, + self.flange_plate.thickness_provided, + self.flange_plate.fy, gamma_m0, + round( + self.flange_plate.tension_yielding_capacity / 1000, + 2)), '') + self.report_check.append(t1) + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE, '', cl_6_3_1_tension_rupture_plate(w_p=self.flange_plate.height, + t_p=self.flange_plate.thickness_provided, + n_c=self.flange_plate.bolts_one_line, + d_o=self.flange_bolt.dia_hole, + fu=self.flange_plate.fu, + gamma_m1=gamma_m1, + T_dn=round( + self.flange_plate.tension_rupture_capacity / 1000, + 2)), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', + cl_6_4_blockshear_capacity_member(Tdb=round(self.flange_plate.block_shear_capacity / 1000, 2)), '') + + self.report_check.append(t1) + + t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), + cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), + round( + self.flange_plate.tension_rupture_capacity / 1000, 2), + round(self.flange_plate.block_shear_capacity / 1000, 2)), + get_pass_fail(round(self.flange_force / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), + relation="lesser")) + self.report_check.append(t1) + else: + t1 = ( + 'SubSection', 'Flange Plate Capacity Check for Axial Load - Outside/Inside ', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + total_height = self.flange_plate.height + \ + (2 * self.flange_plate.Innerheight) + + t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(total_height, + self.flange_plate.thickness_provided, + self.flange_plate.fy, gamma_m0, + round( + self.flange_plate.tension_yielding_capacity / 1000, + 2)), '') + self.report_check.append(t1) + + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = (KEY_DISP_TENSIONRUPTURECAP_FLANGE_PLATE, '', cl_6_3_1_tension_rupture_plate(w_p=total_height, + t_p=self.flange_plate.thickness_provided, + n_c=self.flange_plate.bolts_one_line, + d_o=self.flange_bolt.dia_hole, + fu=self.flange_plate.fu, + gamma_m1=gamma_m1, + T_dn=round( + self.flange_plate.tension_rupture_capacity / 1000, + 2)), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', + cl_6_4_blockshear_capacity_member(Tdb=round(self.flange_plate.block_shear_capacity / 1000, 2)), '') + + self.report_check.append(t1) + + t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), + cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), + round( + self.flange_plate.tension_rupture_capacity / 1000, 2), + round(self.flange_plate.block_shear_capacity / 1000, 2)), + get_pass_fail(round(self.flange_force / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), + relation="lesser")) + self.report_check.append(t1) + + ################### + # Web plate Capacities check axial + ################### + if self.flange_plate_check_status == True and self.web_axial_check_status == True: + t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + t1 = (KEY_DISP_TENSION_YIELDCAPACITY_WEB_PLATE, '', cl_6_2_tension_yield_capacity_member(self.web_plate.height, + self.web_plate.thickness_provided, + self.web_plate.fy, + gamma_m0, + round(self.web_plate.tension_yielding_capacity / 1000, + 2), 2), '') + + self.report_check.append(t1) + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = (KEY_DISP_TENSION_RUPTURECAPACITY_WEB_PLATE, '', cl_6_3_1_tension_rupture_plate(self.web_plate.height, + self.web_plate.thickness_provided, + self.web_plate.bolts_one_line, + self.web_bolt.dia_hole, + self.web_plate.fu, gamma_m1, + round( + self.web_plate.tension_rupture_capacity / 1000, + 2), 2), '') + + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE, '', + cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity / 1000, 2)), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_WEB_PLATE_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), + cl_6_1_tension_capacity_member(round(self.web_plate.tension_yielding_capacity / 1000, 2), + round( + self.web_plate.tension_rupture_capacity / 1000, 2), + round(self.web_plate.block_shear_capacity / 1000, 2)), + get_pass_fail(round(self.axial_force_w / 1000, 2), + round( + self.web_plate.tension_capacity_web_plate / 1000, 2), + relation="lesser")) + self.report_check.append(t1) + + ################### + + # Web plate Capacities check Shear + ################### + if self.web_plate_axial_check_status == True: + t1 = ('SubSection', 'Web Plate Capacity Checks for Shear Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE, '', cl_8_4_shear_yielding_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, + self.web_plate.fy, gamma_m0, + round(self.web_plate.shear_yielding_capacity / 1000/0.6, 2), 2), '') + self.report_check.append(t1) + + initial_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2) + reduced_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000, 2) + t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), + allow_shear_capacity( + initial_shear_capacity, reduced_shear_capacity), + get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) + self.report_check.append(t1) + if self.shear_yielding_status == True: + t1 = (KEY_DISP_SHEARRUPTURECAP_WEB_PLATE, '', AISC_J4_shear_rupture_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, + self.web_plate.bolts_one_line, self.web_bolt.dia_hole, + self.web_plate.fu, + round( + self.web_plate.shear_rupture_capacity / 1000, 2), + gamma_m1, 2), '') + + self.report_check.append(t1) + + t1 = (KEY_DISP_BLOCKSHEARCAP_WEB_PLATE, '', + cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity_shear / 1000, 2), stress="shear"), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE, '', + + cl_8_4_shear_capacity_member(round(self.web_plate.shear_yielding_capacity / 1000, 2), + round( + self.web_plate.shear_rupture_capacity / 1000, 2), + round(self.web_plate.block_shear_capacity_shear / 1000, 2)), + get_pass_fail(round(self.fact_shear_load / 1000, 2), + round(self.web_plate.shear_capacity_web_plate / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + # red_shear_capacity = round(self.web_plate.shear_capacity_web_plate / 1000, 2) + # t1 = (KEY_DISP_ALLOW_SHEAR,display_prov(round(self.fact_shear_load / 1000, 2), "V_u"), + # allow_shear_capacity(round(self.web_plate.shear_capacity_web_plate / 1000/0.6, 2), round(red_shear_capacity,2)), + # get_pass_fail(round(self.fact_shear_load / 1000, 2), + # round(self.web_plate.shear_capacity_web_plate / 1000, 2),relation="lesser")) + # self.report_check.append(t1) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + # config = configparser.ConfigParser() + # config.read_file(open(r'Osdag.config')) + # desktop_path = config.get("desktop_path", "path1") + # print("desk:", desktop_path) + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + + fname_no_ext = popup_summary['filename'] + + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + return True +# def save_latex(self, uiObj, Design_Check, reportsummary, filename, rel_path, Disp_3d_image): diff --git a/design_type/connection/beam_cover_plate_weld.py b/osdag_core/design_type/connection/beam_cover_plate_weld.py similarity index 89% rename from design_type/connection/beam_cover_plate_weld.py rename to osdag_core/design_type/connection/beam_cover_plate_weld.py index c12b8c238..f2d5f1cfa 100644 --- a/design_type/connection/beam_cover_plate_weld.py +++ b/osdag_core/design_type/connection/beam_cover_plate_weld.py @@ -12,24 +12,27 @@ """ -from design_type.connection.moment_connection import MomentConnection -from utils.common.component import * -from Common import * -from utils.common.load import Load -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...Common import * +from ...utils.common.load import Load +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * import yaml import os -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * import logging +from ...custom_logger import CustomLogger +from django.conf import settings class BeamCoverPlateWeld(MomentConnection): def __init__(self): super(BeamCoverPlateWeld, self).__init__() + self.hover_dict = {} self.design_status = False ############################################### @@ -188,7 +191,7 @@ def get_values_for_design_pref(self, key, design_dictionary): else: fu = '' - val = {KEY_DP_BOLT_TYPE: "Pretensioned", + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', KEY_DP_BOLT_HOLE_TYPE: "Standard", KEY_DP_BOLT_SLIP_FACTOR: str(0.3), KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, @@ -217,9 +220,9 @@ def refresh_input_dock(self): return add_buttons - def preference_type(self): + def preference_type(self, args): - pref_type = self[0] + pref_type = args[0] if pref_type == VALUES_FLANGEPLATE_PREFERENCES[0]: return True else: @@ -227,34 +230,58 @@ def preference_type(self): #################################### # Design Preference Functions End #################################### - def set_osdaglogger(key): + def set_osdaglogger(self, key, id): """ - Function to set Logger for Tension Module + Function to set Logger for FinPlate Module """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_btb_cover_plate_weld_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', - datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + def input_value_changed(self): lst = [] @@ -292,7 +319,7 @@ def input_values(self): t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') options_list.append(t1) - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, connectdb("Beams"), True, 'No Validator') + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t4) # t15 = (KEY_IMAGE, None, TYPE_IMAGE, None, True, 'No Validator') @@ -402,8 +429,20 @@ def web_pattern(self, status): t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)") pattern.append(t00) - t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, - ['./ResourceFiles/images/Uw.png', 400, 202, "Web Block Shear Pattern"]) # [image, width, height, caption] + image_path = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "Uw.png" + ) + t99 = ( + None, + 'Failure Pattern due to Tension in Member', + TYPE_SECTION, + [image_path, 400, 202, "Web Block Shear Pattern"] + ) # [image, width, height, caption] pattern.append(t99) t9 = (KEY_OUT_Lw, KEY_OUT_DISP_Lw, TYPE_TEXTBOX, round(int((self.web_plate.length-self.flange_plate.gap - (4 *self.web_weld.size))/2),2) if status else '') @@ -518,9 +557,10 @@ def output_values(self, flag): t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, ['Web Capacity', self.webcapacity], True) out_list.append(t21) - t17 = ( - KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Block Shear Pattern ', self.web_pattern], True) - out_list.append(t17) + + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Block Shear Pattern ', self.web_pattern], True) + # out_list.append(t17) + t21 = (KEY_WEB_WELD_DETAILS, KEY_DISP_WEB_WELD_DETAILS, TYPE_OUT_BUTTON, ['Web Plate Weld', self.web_weld_details], True) out_list.append(t21) t17 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True) @@ -571,8 +611,44 @@ def output_values(self, flag): t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, self.flange_in_plate_tk if flag else '', False) out_list.append(t20) - - + + # Populate hover dict + try: + # Beam + self.hover_dict["Beam"] = ( + f"Beam
    " + f"Section: {self.section.designation if flag else ''}
    " + f"Depth: {self.section.depth if flag else ''} mm
    " + f"Flange Width: {self.section.flange_width if flag else ''} mm
    " + f"Web Thickness: {self.section.web_thickness if flag else ''} mm
    " + f"Flange Thickness: {self.section.flange_thickness if flag else ''} mm" + ) + + # Cover Plates (Flange + Web) + cover_plate_info = ( + f"Cover Plates
    " + f"Flange Plate: {self.flange_plate.length if flag else ''} Ɨ " + f"{self.flange_plate.height if flag else ''} Ɨ " + f"{self.flange_out_plate_tk if flag else ''} mm
    " + f"Inner Flange Plate: {self.plate_in_len if flag else ''} Ɨ " + f"{self.flange_plate.Innerheight if flag else ''} Ɨ " + f"{self.flange_in_plate_tk if flag else ''} mm
    " + f"Web Plate: {self.web_plate.length if flag else ''} Ɨ " + f"{self.web_plate.height if flag else ''} Ɨ " + f"{self.web_plate.thickness_provided if flag else ''} mm" + ) + self.hover_dict["Plate"] = cover_plate_info + self.hover_dict["Cover Plate"] = cover_plate_info # alias for SmartPart.jsx 'coverplate' mesh + + # Weld + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Flange Weld Size: {self.flange_weld.size if flag else ''} mm
    " + f"Web Weld Size: {self.web_weld.size if flag else ''} mm
    " + f"Weld Type: Fillet Weld" + ) + except Exception: + pass return out_list @@ -586,18 +662,18 @@ def warn_text(self): global logger red_list = red_list_function() if self.section.designation in red_list or self.section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") - def module_name(self): - + @staticmethod + def module_name(): return KEY_DISP_BEAMCOVERPLATEWELD def set_input_values(self, design_dictionary): - super(BeamCoverPlateWeld, self).set_input_values(self, design_dictionary) + super(BeamCoverPlateWeld, self).set_input_values(design_dictionary) self.module = design_dictionary[KEY_MODULE] self.preference = design_dictionary[KEY_FLANGEPLATE_PREFERENCES] @@ -627,8 +703,8 @@ def set_input_values(self, design_dictionary): self.web_plate_capacity_axial_status= False self.web_plate_capacity_shear_status= False self.cap_blockcheck_web_axial_status = False - self.warn_text(self) - self.member_capacity(self) + self.warn_text() + self.member_capacity() # self.hard_values(self) # @@ -776,8 +852,8 @@ def member_capacity(self): if self.IR_axial < 0.3 and self.IR_moment < 0.5: self.min_axial_load = 0.3 * self.axial_capacity self.load_moment_min = 0.5 * self.section.moment_capacity - logger.info("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") + self.logger.info("The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: @@ -787,8 +863,8 @@ def member_capacity(self): self.load_moment_min = self.load.moment * 1000000 + ( (1 - self.sum_IR) * self.section.moment_capacity) self.min_axial_load = self.load.axial_force * 1000 - logger.info("The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of bending moment is set at {} kNm.".format(round(self.load_moment_min / 1000000, 2))) + self.logger.info("The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of bending moment is set at {} kNm.".format(round(self.load_moment_min / 1000000, 2))) elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: @@ -797,8 +873,8 @@ def member_capacity(self): else: self.min_axial_load = self.load.axial_force * 1000 + ((1 - self.sum_IR) * self.axial_capacity) self.load_moment_min = self.load.moment * 1000000 - logger.info("The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") - logger.info("The value of axial force is set at {} kN.".format(round(self.min_axial_load / 1000, 2))) + self.logger.info("The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of axial force is set at {} kN.".format(round(self.min_axial_load / 1000, 2))) else: self.min_axial_load = self.load.axial_force * 1000 self.load_moment_min = self.load.moment * 1000000 @@ -825,29 +901,29 @@ def member_capacity(self): ########################################################### if self.factored_axial_load > self.axial_capacity: - logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( + self.logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( round(self.axial_capacity / 1000, 2))) - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - self.member_capacity_status = False + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + self.member_capacity_status = False else: if self.fact_shear_load > self.shear_capacity1: - logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( + self.logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( round(self.shear_capacity1 / 1000, 2))) - logger.error(" : Design of members in high shear is not recommended by Osdag. Design is unsafe. \n ") - logger.info(" :=========End Of design===========") - self.member_capacity_status = False + self.logger.error(" : Design of members in high shear is not recommended by Osdag. Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") + self.member_capacity_status = False else: if self.load_moment > self.section.moment_capacity: self.member_capacity_status = False - logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( - round(self.section.moment_capacity / 1000000), 2)) - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( + round(self.section.moment_capacity / 1000000), 2)) + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") else: self.member_capacity_status = True - self.initial_pt_thk(self) + self.initial_pt_thk() def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): @@ -892,14 +968,13 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): self.flange_plate_thickness_possible = [i for i in self.flange_plate.thickness if i >= (self.section.flange_thickness / 2)] if len(self.flange_plate_thickness_possible) == 0: - logger.error(" : The flange plate thickness is less than the flange thickness of the section.") - logger.warning(" : The flange plate thickness should be greater than the thickness of the flange of the section, i.e. {} mm." + self.logger.error(" : The flange plate thickness is less than the flange thickness of the section.") + self.logger.warning(" : The flange plate thickness should be greater than the thickness of the flange of the section, i.e. {} mm." .format( self.section.flange_thickness)) - self.initial_pt_thk_status =False - self.design_status = False + self.initial_pt_thk_status =False + self.design_status = False else: - self.flange_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.flange_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.flange_plate_thickness_possible, t_w=self.section.web_thickness, @@ -911,55 +986,54 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.flange_plate.thickness_provided != 0: if self.preference == "Outside": if self.outerwidth < 50: - logger.error(" : The outer height of the flange plate is less than 50 mm.") - logger.info(" : Select a wider section.") - self.initial_pt_thk_status = False - self.design_status = False + self.logger.error(" : The outer height of the flange plate is less than 50 mm.") + self.logger.info(" : Select a wider section.") + self.initial_pt_thk_status = False + self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.error(" : The area of the flange plate is less than the area of the flange.") - logger.warning(" : The area of the flange plate should be greater than 1.05 times the area of the flange, i.e. " + self.logger.error(" : The area of the flange plate is less than the area of the flange.") + self.logger.warning(" : The area of the flange plate should be greater than 1.05 times the area of the flange, i.e. " "{} mm2.".format(round(self.Ap, 2))) - logger.info(" : Increase the thickness of the plate.") - self.initial_pt_thk_status = False - self.design_status = False + self.logger.info(" : Increase the thickness of the plate.") + self.initial_pt_thk_status = False + self.design_status = False else: self.initial_pt_thk_status = True pass else: if self.outerwidth < 50 or self.innerwidth < 50: - logger.error(" : The height of the flange plates is less than 50 mm.") - logger.info(" : Select a wider section.") - self.initial_pt_thk_status = False - self.design_status = False + self.logger.error(" : The height of the flange plates is less than 50 mm.") + self.logger.info(" : Select a wider section.") + self.initial_pt_thk_status = False + self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.error(" : The area of flange plates is less than the area of the flange.") - logger.warning(" : The area of flange plates should be greater than 1.05 times the area of the flange, i.e. {} " + self.logger.error(" : The area of flange plates is less than the area of the flange.") + self.logger.warning(" : The area of flange plates should be greater than 1.05 times the area of the flange, i.e. {} " "mm2.".format(round(self.Ap, 2))) - logger.info(" : Increase the thickness of the flange plate.") - self.initial_pt_thk_status = False - self.design_status = False + self.logger.info(" : Increase the thickness of the flange plate.") + self.initial_pt_thk_status = False + self.design_status = False else: self.initial_pt_thk_status = True pass else: self.initial_pt_thk_status = False self.design_status = False - logger.error(" : Provided flange plate thickness is not sufficient.") + self.logger.error(" : Provided flange plate thickness is not sufficient.") self.initial_pt_thk_status_web = False # self.webheight_status = False if len(self.web_plate_thickness_possible) == 0: - logger.error(" : The web plate thickness is less than the web thickness of the section.") - logger.warning(" : The web plate thickness should be greater than the thickness of web of the section, i.e. {} mm." + self.logger.error(" : The web plate thickness is less than the web thickness of the section.") + self.logger.warning(" : The web plate thickness should be greater than the thickness of web of the section, i.e. {} mm." .format( self.section.web_thickness)) - self.initial_pt_thk_status_web = False - self.design_status = False + self.initial_pt_thk_status_web = False + self.design_status = False else: - self.web_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.web_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.web_plate_thickness_possible, t_w=self.section.web_thickness, @@ -974,19 +1048,19 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Web plate error!") - logger.warning(" : The height of the web plate ({} mm) is less than the minimum depth of the plate, i.e. {} mm" + self.logger.error(" : Web plate error!") + self.logger.warning(" : The height of the web plate ({} mm) is less than the minimum depth of the plate, i.e. {} mm" .format(self.webplatewidth, self.min_web_plate_height)) - logger.warning("Try a deeper section") + self.logger.warning("Try a deeper section") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.error(" : Area of web plates is less than the area of the web.") - logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." + self.logger.error(" : Area of web plates is less than the area of the web.") + self.logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." .format(round(self.Wp, 2))) - logger.info(" : Increase the thickness of the web plate.") - self.initial_pt_thk_status_web = False - self.design_status = False + self.logger.info(" : Increase the thickness of the web plate.") + self.initial_pt_thk_status_web = False + self.design_status = False else: self.initial_pt_thk_status_web = True # self.webheight_status = True @@ -995,24 +1069,24 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Inner plate error!") - logger.warning(" : Decrease the thickness of the inner flange plate or try a wider/deeper section.") + self.logger.error(" : Inner plate error!") + self.logger.warning(" : Decrease the thickness of the inner flange plate or try a wider/deeper section.") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.error(" : Area of web plates is less than the area of the web.") - logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." + self.logger.error(" : Area of web plates is less than the area of the web.") + self.logger.warning(" : Area of web plates should be greater than 1.05 times the area of the web, i.e. {} mm2." .format(round(self.Wp, 2))) - logger.info(" : Increase the thickness of the web plate.") - self.initial_pt_thk_status_web = False - self.design_status = False + self.logger.info(" : Increase the thickness of the web plate.") + self.initial_pt_thk_status_web = False + self.design_status = False else: self.initial_pt_thk_status_web = True pass else: self.initial_pt_thk_status_web = False - logger.error(" : Provided flange plate thickness is not sufficient.") + self.logger.error(" : Provided flange plate thickness is not sufficient.") if len(self.flange_plate_thickness_possible) == 0: if len(self.flange_plate.thickness) >= 2: @@ -1032,29 +1106,29 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.webheight_status == True: self.design_status = True - self.web_plate_weld(self) + self.web_plate_weld() else: self.initial_pt_thk_status = False and self.initial_pt_thk_status_web == False and self.webheight_status == False self.design_status = False - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") else: self.initial_pt_thk_status = False self.design_status = False - logger.warning(" : The tension capacity of the flange is less than the required flange force {} kN." + self.logger.warning(" : The tension capacity of the flange is less than the required flange force {} kN." .format(round(self.flange_force/1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.info(" : Select a larger beam section or decrease the applied load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") else: self.initial_pt_thk_status_web = False self.design_status = False - logger.warning( " : The tension capacity of the web is less than the required axial force, i.e. {} kN." + self.logger.warning( " : The tension capacity of the web is less than the required axial force, i.e. {} kN." .format(round(self.axial_force_w/1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied axial load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.info(" : Select a larger beam section or decrease the applied axial load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") def web_plate_weld(self): @@ -1094,7 +1168,7 @@ def web_plate_weld(self): # self.available_long_web_length = round_up((self.web_plate.height/2) - (2*self.web_weld.size)- (self.flange_plate.gap/2) , 5) self.web_plate_weld_status = False while self.web_plate_weld_status == False: - self.weld_stress(self, d=self.available_long_web_length, + self.weld_stress(d=self.available_long_web_length, b=(self.web_plate.height - (2 * self.web_weld.size)), shear_force=self.fact_shear_load, moment_web=self.moment_web, plate_height=(self.web_plate.height - (2 * self.web_weld.size)), @@ -1131,12 +1205,12 @@ def web_plate_weld(self): self.l_req_weblength = round_up(self.l_req_weblength, 5) self.web_weld.strength= round(self.web_weld.strength, 2) self.web_weld.strength_red = round(self.web_weld.strength_red, 2) - self.flange_plate_weld(self) + self.flange_plate_weld() else: - logger.warning(" : The weld strength of the web plate is less than the weld stress of the web plate.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(" : The weld strength of the web plate is less than the weld stress of the web plate.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") def flange_plate_weld(self): """ @@ -1217,13 +1291,13 @@ def flange_plate_weld(self): self.flange_weld.strength = round(self.flange_weld.strength,2) self.flange_weld.stress = round(self.flange_weld.stress,2) self.flange_weld.strength_red= round(self.flange_weld.strength_red,2 ) - self.flange_plate_capacity_axial(self) + self.flange_plate_capacity_axial() else: self.flange_plate_weld_status = False self.design_status =False - logger.warning(" : The weld strength of the flange plate is less than the weld stress of the flange plate.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(" : The weld strength of the flange plate is less than the weld stress of the flange plate.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: ################ OUTSIDE + INSIDE ############################### self.Required_weld_flange_length = round(self.flange_force / self.flange_weld.strength,2) @@ -1234,7 +1308,7 @@ def flange_plate_weld(self): if self.flange_plate.Innerheight < 50: self.flange_plate_weld_status = False self.design_status =False - logger.warning(" : Cannot design with inner plate, provide outer plate as input and re-design.") + self.logger.warning(" : Cannot design with inner plate, provide outer plate as input and re-design.") else: pass else: @@ -1300,23 +1374,23 @@ def flange_plate_weld(self): if self.flange_plate.thickness_provided > (self.section.root_radius + self.webspace-5) and self.web_plate.thickness_provided > (self.section.root_radius + self.flangespace-5) : self.design_status = False - logger.error(" : The maximum allowable web plate thickness exceeded.") - # logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates".format( + self.logger.error(" : The maximum allowable web plate thickness exceeded.") + #self.logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates".format( # self.max_possible_tk)) - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") self.flange_plate_weld_status = False else: self.flange_plate_weld_status = True self.design_status =True - self.flange_plate_capacity_axial(self) + self.flange_plate_capacity_axial() else: self.flange_plate_weld_status = False self.design_status = False - logger.warning(" : The weld strength of the flange plate is less than the weld stress of the flange plate.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(" : The weld strength of the flange plate is less than the weld stress of the flange plate.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") def flange_plate_capacity_axial(self): # flange plate capacity check in axial self.flange_plate_capacity_axial_status = False @@ -1333,18 +1407,18 @@ def flange_plate_capacity_axial(self): # flange plate capacity check in axial # self.flange_plate_capacity_axial_status = False if len(self.flange_plate.thickness) >= 2: thk = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange=thk) + self.initial_pt_thk(previous_thk_flange=thk) else: self.flange_plate_capacity_axial_status = False self.design_status =False - logger.warning(": The tension capacity of flange plate is less than required flange force, i.e. {} kN.".format( round( - self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(": The tension capacity of flange plate is less than required flange force, i.e. {} kN.".format( round( + self.flange_force / 1000, 2))) + self.logger.info(": Increase the thickness of the flange plate or decrease the applied load") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: self.flange_plate_capacity_axial_status = True - self.recheck_flange_capacity_axial(self) + self.recheck_flange_capacity_axial() else: # yielding,rupture for Oustide + Inside flange plate @@ -1362,18 +1436,18 @@ def flange_plate_capacity_axial(self): # flange plate capacity check in axial if self.flange_plate.tension_capacity_flange_plate < self.flange_force: if len(self.flange_plate.thickness) >= 2: thk = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange=thk) + self.initial_pt_thk(previous_thk_flange=thk) else: self.flange_plate_capacity_axial_status = False self.design_status = False - logger.warning(": The tension capacity of the flange plate is less than required flange force, i.e. {} kN.".format(round( - self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate or decrease the applied load.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(": The tension capacity of the flange plate is less than required flange force, i.e. {} kN.".format(round( + self.flange_force / 1000, 2))) + self.logger.info(": Increase the thickness of the flange plate or decrease the applied load.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: self.flange_plate_capacity_axial_status = True - self.recheck_flange_capacity_axial(self) + self.recheck_flange_capacity_axial() def recheck_flange_capacity_axial(self): self.recheck_flange_capacity_axial_status = False @@ -1389,14 +1463,14 @@ def recheck_flange_capacity_axial(self): if self.section.tension_capacity_flange < self.flange_force: self.recheck_flange_capacity_axial_status = False self.design_status = False - logger.warning(": The tension capacity of flange is less than the required flange force, i.e. {} kN.".format( round( - self.flange_force / 1000, 2))) - logger.info(": Select a larger beam section or decrease the applied load.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(": The tension capacity of flange is less than the required flange force, i.e. {} kN.".format( round( + self.flange_force / 1000, 2))) + self.logger.info(": Select a larger beam section or decrease the applied load.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: self.recheck_flange_capacity_axial_status = True - self.web_plate_capacity_axial(self) + self.web_plate_capacity_axial() def web_plate_capacity_axial(self): @@ -1411,19 +1485,19 @@ def web_plate_capacity_axial(self): if self.web_plate.tension_capacity_web_plate < self.axial_force_w: if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) + self.initial_pt_thk(previous_thk_web=thk) else: self.web_plate_capacity_axial_status = False self.design_status = False - logger.warning(": The tension capacity of the web plate is less than the required axial force, i.e. {} kN.".format( round( - self.axial_force_w / 1000, 2))) - logger.info(": Increase the thickness of the web plate or decrease the applied axial load.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(": The tension capacity of the web plate is less than the required axial force, i.e. {} kN.".format( round( + self.axial_force_w / 1000, 2))) + self.logger.info(": Increase the thickness of the web plate or decrease the applied axial load.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: self.web_plate_capacity_axial_status = True - self.web_plate_capacity_shear(self) + self.web_plate_capacity_shear() def web_plate_capacity_shear(self): self.web_plate_capacity_shear_status = False @@ -1435,15 +1509,15 @@ def web_plate_capacity_shear(self): if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) + self.initial_pt_thk(previous_thk_web=thk) else: self.shear_yielding_status = False self.design_status = False - logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN.".format( - round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN.".format( + round(self.fact_shear_load / 1000, 2))) + self.logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") else: self.design_status = True self.shear_yielding_status = True @@ -1455,18 +1529,18 @@ def web_plate_capacity_shear(self): if self.web_plate.shear_capacity_web_plate < self.fact_shear_load: if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) + self.initial_pt_thk(previous_thk_web=thk) else: self.web_plate_capacity_shear_status = False self.design_status = False - logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." - .format(round(self.fact_shear_load/1000, 2))) - logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") - logger.error(" : Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.warning(": The shear capacity of the web plate is less than the required factored shear load, i.e. {} kN." + .format(round(self.fact_shear_load/1000, 2))) + self.logger.info(": Increase the thickness of the web plate or decrease the applied shear load.") + self.logger.error(" : Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") else: self.web_plate_capacity_shear_status = True - self.cap_blockcheck_web_axial(self) + self.cap_blockcheck_web_axial() def cap_blockcheck_web_axial(self): @@ -1505,22 +1579,22 @@ def cap_blockcheck_web_axial(self): self.section.block_shear_capacity_web) ,2) if self.section.tension_capacity_web < self.axial_force_w: self.design_status = False - logger.warning(" : The tension capacity of the web is less than the required axial force, i.e. {} kN.".format(round( - self.axial_force_w / 1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied axial load.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(" : The tension capacity of the web is less than the required axial force, i.e. {} kN.".format(round( + self.axial_force_w / 1000, 2))) + self.logger.info(" : Select a larger beam section or decrease the applied axial load.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") else: self.design_status = True - logger.info(" : Overall beam cover plate welded connection design is safe.") - logger.info(" :=========End Of design===========") + self.logger.info(" : Overall beam cover plate welded connection design is safe.") + self.logger.info(" :=========End Of design===========") else: self.design_status = False - logger.warning(" : The block shear capacity of the web is less than the required axial force, i.e. {} kN." - .format(round(self.axial_force_w / 1000, 2))) - logger.info(" : Select a larger beam section or decrease the applied axial load.") - logger.error(" : Design is unsafe.") - logger.info(" :=========End Of design===========") + self.logger.warning(" : The block shear capacity of the web is less than the required axial force, i.e. {} kN." + .format(round(self.axial_force_w / 1000, 2))) + self.logger.info(" : Select a larger beam section or decrease the applied axial load.") + self.logger.error(" : Design is unsafe.") + self.logger.info(" :=========End Of design===========") if self.preference == "Outside": self.flange_out_plate_tk = self.flange_plate.thickness_provided self.flange_in_plate_tk = 0.0 @@ -1845,8 +1919,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.min_web_plate_height = self.section.min_plate_height() self.webheight_status = False if self.webplatewidth < self.min_web_plate_height: - # logger.warning(" : web plate height {} is less than min depth of the plate {}".format(self.webplatewidth , self.min_web_plate_height)) - # logger.error(" : Inner plate is not possible") + #self.logger.warning(" : web plate height {} is less than min depth of the plate {}".format(self.webplatewidth , self.min_web_plate_height)) + #self.logger.error(" : Inner plate is not possible") thickness = y self.webheight_status = False self.design_status = False @@ -1942,13 +2016,15 @@ def get_3d_components(self): return components def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Cover Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Connector", bgcolor) @@ -2090,7 +2166,7 @@ def save_design(self, popup_summary): KEY_DISP_YIELD_STRENGTH_REPORT: self.flange_plate.fy, KEY_DISP_MATERIAL: self.flange_plate.material, KEY_DISP_FLANGESPLATE_THICKNESS: str(self.flange_plate.thickness), - KEY_DISP_WEBPLATE_THICKNESS: str(list(np.int_(self.web_plate.thickness))), + KEY_DISP_WEBPLATE_THICKNESS: str([int(d) for d in self.web_plate.thickness]), } self.report_check = [] @@ -2732,10 +2808,11 @@ def save_design(self, popup_summary): Disp_2d_image = [] Disp_3D_image = "/ResourceFiles/images/3d.png" rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image) - + return True @@ -2811,7 +2888,7 @@ def save_design(self, popup_summary): # pass # else: # self.design_status = False - # logger.error( + # self.logger.error( # ":Length of flange plate is less than height of the flange plate") ###########Inside####################### @@ -2824,7 +2901,7 @@ def save_design(self, popup_summary): # self.flange_plate.Innerheight = round_down((self.total_height_of_inner_plate / 2), 5) # if self.flange_plate.Innerheight < 50: # self.design_status = False - # logger.error( + # self.logger.error( # " : Inner plate is not possible, select preference outside") # else: # pass @@ -2833,7 +2910,7 @@ def save_design(self, popup_summary): # 5) # if self.flange_weld.Innerheight <= 0: # self.design_status = False - # logger.error( + # self.logger.error( # " :Inner plate is not possible, select preference outside") # else: # self.available_long_innerflange_length = self.available_long_flange_length @@ -2878,7 +2955,7 @@ def save_design(self, popup_summary): # self.flange_plate.Innerlength = 0 # self.flange_weld.Innerlength = 0 # self.design_status = False - # logger.error(" : Inner plate is not possible, Select outside preference") + # self.logger.error(" : Inner plate is not possible, Select outside preference") # # if self.design_status == True: # # Outer Plate Details @@ -2896,4 +2973,4 @@ def save_design(self, popup_summary): # self.flange_plate_capacity_axial(self) # else: # self.design_status = False -# logger.error(" : Length of flange plate is less than height of the flange plate") +# self.logger.error(" : Length of flange plate is less than height of the flange plate") diff --git a/osdag_core/design_type/connection/butt_joint_bolted.py b/osdag_core/design_type/connection/butt_joint_bolted.py new file mode 100644 index 000000000..80e97660b --- /dev/null +++ b/osdag_core/design_type/connection/butt_joint_bolted.py @@ -0,0 +1,1881 @@ +""" +Module: butt_joint_bolted.py +Author: Tarandeep, Roushan Raj +Date: 2025-02-26 + +Description: + ButtJointBolted is a moment connection module that represents a bolted butt joint connection. + It inherits from MomentConnection and follows the same structure and design logic as other + connection modules (e.g., BeamCoverPlate, ColumnCoverPlate) used in Osdag. + +Reference: + - Osdag software guidelines and connection module structure documentation +""" + +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...utils.common.is800_2007 import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +import logging + +import math +import os +from importlib.resources import files +from pylatex.utils import NoEscape +from pylatex import Math + + +class ButtJointBolted(MomentConnection): + def __init__(self): + super(ButtJointBolted, self).__init__() + self.design_status = False + self.design_for = 'Tension' + self.axial_force_kN = 0.0 + self.axial_force = 0.0 + self.base_metal_capacity_kN = None + self.utilization_breakdown = {} + self.design_error = '' + self.spacing = None + self.packing_plate_thickness = 0.0 + self.beta_pkg = 1.0 + self.calculated_cover_plate_thickness = 0.0 + # Create placeholder files on initialization + self.create_placeholder_files() + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + # Bolt, Detailing, and Design tabs + tabs.append(("Bolt", TYPE_TAB_2, self.bolt_values)) + tabs.append(("Detailing", TYPE_TAB_2, self.detailing_values)) + #tabs.append(("Design", TYPE_TAB_2, self.design_values)) + return tabs + + def tab_value_changed(self): + # No tab value dependencies needed for bolt and detailing + return [] + + def edit_tabs(self): + return [] # Keep original empty implementation + + def input_dictionary_design_pref(self): + design_input = [] + + # Bolt preferences + design_input.append(("Bolt", TYPE_COMBOBOX, [ + KEY_DP_BOLT_TYPE, # For pretensioned/non-pretensioned + KEY_DP_BOLT_HOLE_TYPE, # For standard/oversized + KEY_DP_BOLT_SLIP_FACTOR # For slip factor as per Table 20 + ])) + + # Detailing preferences + design_input.append(("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE # For edge preparation method + ])) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + + # Default values for bolt and detailing + design_input.append((None, [ + KEY_DP_BOLT_TYPE, + KEY_DP_BOLT_HOLE_TYPE, + KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE,KEY_DP_DETAILING_PACKING_PLATE + ], '')) + + return design_input + + def get_values_for_design_pref(self, key, design_dictionary): + # Default values as per requirements + defaults = { + KEY_DP_BOLT_TYPE: "Non Pre-tensioned", + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: "0.3", + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_PACKING_PLATE: "Yes" + } + return defaults.get(key) + + def detailing_values(self, input_dictionary): + values = { + KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', + # KEY_DP_DETAILING_PACKING_PLATE: 'Yes', # Commented out packing plate preference + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + detailing = [] + + # Edge preparation method as per Cl. 10.2.4 of IS:800:2007 + t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, + ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) + detailing.append(t1) + + # Commented out packing plate design preference + # t3 = (KEY_DP_DETAILING_PACKING_PLATE, KEY_DISP_DP_DETAILING_PACKING_PLATE, TYPE_COMBOBOX, + # ['Yes', 'No'], values[KEY_DP_DETAILING_PACKING_PLATE]) + # detailing.append(t3) + + t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION_LAPJOINT, None) + detailing.append(t4) + + return detailing + + # def bolt_values(self, input_dictionary): + # values = { + # KEY_DP_BOLT_TYPE: 'Non Pre-tensioned', + # KEY_DP_BOLT_HOLE_TYPE: 'Standard', + # KEY_DP_BOLT_SLIP_FACTOR: '0.3' + # } + + # for key in values.keys(): + # if key in input_dictionary.keys(): + # values[key] = input_dictionary[key] + + # bolt = [] + + # # Bolt type selection + # t1 = (KEY_DP_BOLT_TYPE, "Type", TYPE_COMBOBOX, + # ['Non Pre-tensioned', 'Pre-tensioned'], + # values[KEY_DP_BOLT_TYPE]) + # bolt.append(t1) + + # # Bolt hole type + # t2 = (KEY_DP_BOLT_HOLE_TYPE, "Bolt Hole", TYPE_COMBOBOX, + # ['Standard', 'Over-sized'], + # values[KEY_DP_BOLT_HOLE_TYPE]) + # bolt.append(t2) + + # # Slip factor as per Table 20 of IS 800 + # t3 = (KEY_DP_BOLT_SLIP_FACTOR, "Slip Factor", TYPE_COMBOBOX, + # ['0.3', '0.45', '0.5'], + # values[KEY_DP_BOLT_SLIP_FACTOR]) + # bolt.append(t3) + + # return bolt + + + #################################### + # Design Preference Functions End + #################################### + def design_values(self, input_dictionary): + return [] + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_butt_joint_bolted_simple_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + + def input_value_changed(self): + + lst = [] + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + return lst + + + def input_values(self): + + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_BUTTJOINTBOLTED, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t31 = (KEY_PLATE1_THICKNESS, KEY_DISP_PLATE1_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t31) + + t34 = (KEY_PLATE2_THICKNESS, KEY_DISP_PLATE2_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t34) + + t35 = (KEY_PLATE_WIDTH, KEY_DISP_PLATE_WIDTH, TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t35) + + t36 = (KEY_COVER_PLATE, KEY_DISP_COVER_PLATE, TYPE_COMBOBOX, VALUES_COVER_PLATE, True, 'No Validator') + options_list.append(t36) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t17 = (KEY_AXIAL_FORCE, KEY_DISP_AXIAL_FORCE, TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t17) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t10) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + return options_list + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + t5 = (KEY_PLATE1_THICKNESS, self.plate_thick_customized) + list1.append(t5) + t6 = (KEY_PLATE2_THICKNESS, self.plate_thick_customized) + list1.append(t6) + return list1 + + def spacing(self, status): + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") + spacing.append(t00) + + # Use a default image path that exists in the project + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("ButtJointBolted.png")), 400, 277, ""]) # [image, width, height, caption] + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.plate.pitch_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.plate.end_dist_provided if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.plate.gauge_provided if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.plate.edge_dist_provided if status else '') + spacing.append(t12) + + return spacing + + def output_values(self, flag): + out_list = [] + t4 = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, True) + out_list.append(t4) + + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_diameter_provided if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_grade_provided if flag else '', True) + out_list.append(t3) + + t31 = (KEY_OUT_TYP_PROVIDED, KEY_OUT_DISP_TYP_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_type if flag else '', True) + out_list.append(t31) + + t8 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + self.bolt.bolt_shear_capacity if flag else '', True) + out_list.append(t8) + + t4 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, + self.bolt.bolt_bearing_capacity if flag else '', True) + out_list.append(t4) + + t5 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + self.bolt.bolt_capacity if flag else '', True) + out_list.append(t5) + + t17 = (None, DISP_TITLE_BOLTDS, TYPE_TITLE, None, True) + out_list.append(t17) + t17 = (KEY_OUT_TOT_NO_BOLTS, KEY_OUT_DISP_TOT_NO_BOLTS, TYPE_TEXTBOX, + self.number_bolts if flag else '', True) + out_list.append(t17) + + t11 = (KEY_PK_PLTHK, KEY_DISP_PK_PLTHK, TYPE_TEXTBOX, + self.packing_plate_thickness if flag else '', True) + out_list.append(t11) + + t18 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, + self.rows if flag else '', True) + out_list.append(t18) + + t19 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, + self.cols if flag else '', True) + out_list.append(t19) + + t29 = (KEY_UTILIZATION_RATIO, KEY_DISP_UTILIZATION_RATIO, TYPE_TEXTBOX, + self.utilization_ratio if flag else '', True) + out_list.append(t29) + + t30 = (KEY_OUT_DESIGN_FOR, KEY_OUT_DISP_DESIGN_FOR, TYPE_TEXTBOX, self.design_for if flag else '', True) + out_list.append(t30) + + t31 = (KEY_OUT_BASE_METAL_CAPACITY, KEY_OUT_DISP_BASE_METAL_CAPACITY, TYPE_TEXTBOX, + round(self.base_metal_capacity_kN, 2) if flag and self.base_metal_capacity_kN is not None else '', True) + out_list.append(t31) + + t32 = (KEY_OUT_BASE_METAL_UTILIZATION, KEY_OUT_DISP_BASE_METAL_UTILIZATION, TYPE_TEXTBOX, + self.utilization_breakdown.get('base_metal') if flag and self.utilization_breakdown else '', True) + out_list.append(t32) + + t33 = (KEY_OUT_BOLT_UTILIZATION, KEY_OUT_DISP_BOLT_UTILIZATION, TYPE_TEXTBOX, + self.utilization_breakdown.get('bolt') if flag and self.utilization_breakdown else '', True) + out_list.append(t33) + + t20 = (KEY_OUT_BOLT_CONN_LEN, KEY_OUT_DISP_BOLT_CONN_LEN, TYPE_TEXTBOX, + self.len_conn if flag else '', True) + out_list.append(t20) + + # Populate Hover Dict (Butt Joint Bolted) + try: + self.hover_dict["Plate 1"] = ( + f"Plate 1
    " + f"Width: {round(float(self.plate1.height), 2) if flag else ''} mm
    " + f"Thickness: {round(float(self.plate1.thickness_provided), 2) if flag and self.plate1.thickness_provided else ''} mm" + ) + + self.hover_dict["Plate 2"] = ( + f"Plate 2
    " + f"Width: {round(float(self.plate2.height), 2) if flag else ''} mm
    " + f"Thickness: {round(float(self.plate2.thickness_provided), 2) if flag and self.plate2.thickness_provided else ''} mm" + ) + + self.hover_dict["Cover Plate"] = ( + f"Cover Plate
    " + f"Width: {round(float(self.platec.height), 2) if flag else ''} mm
    " + f"Thickness: {round(float(self.platec.thickness_provided), 2) if flag and self.platec.thickness_provided else ''} mm" + ) + + # Packing plate - only show if thickness > 0 + packing_thk = getattr(self, 'packing_plate_thickness', 0.0) + if flag and packing_thk > 0: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Width: {round(float(self.platec.height), 2)} mm
    " + f"Thickness: {round(float(packing_thk), 2)} mm" + ) + else: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Not required for this configuration" + ) + + self.hover_dict["Bolt"] = ( + f"Bolts
    " + f"Grade: {self.bolt.bolt_grade_provided if flag else ''}
    " + f"Diameter: {int(self.bolt.bolt_diameter_provided) if flag else ''} mm
    " + f"No. of Bolts: " + f"{self.number_bolts if flag else ''}" + ) + except Exception: + pass + return out_list + + @staticmethod + def module_name(): + return KEY_DISP_BUTTJOINTBOLTED + + def get_3d_components(self): + """Get 3D components for visualization""" + components = [] + t1 = ('Model', self.call_3DModel) + components.append(t1) + t2 = ('Plate 1', self.call_3DPlate1) + components.append(t2) + t3 = ('Plate 2', self.call_3DPlate2) + components.append(t3) + t4 = ('Cover Plate', self.call_3DCoverPlate) + components.append(t4) + t5 = ('Bolts', self.call_3DBolt) + components.append(t5) + return components + + def call_3DModel(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Model': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Model", bgcolor) + + def call_3DPlate1(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 1': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 1', bgcolor) + + def call_3DPlate2(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 2': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 2', bgcolor) + + def call_3DCoverPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Cover Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Cover Plate', bgcolor) + + def call_3DBolt(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Bolts': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Bolts', bgcolor) + + @staticmethod + def create_placeholder_files(): + """Create placeholder files for 3D visualization if they don't exist""" + try: + # Get the absolute path of the current directory + current_dir = os.path.abspath(os.path.dirname(__file__)) + images_dir = os.path.join(current_dir, '..', '..', '..', 'ResourceFiles', 'images') + + # Create directory if it doesn't exist + os.makedirs(images_dir, exist_ok=True) + + # Create empty files + image_files = ['3d.png', 'top.png', 'front.png', 'side.png'] + for filename in image_files: + filepath = os.path.join(images_dir, filename) + if not os.path.exists(filepath): + with open(filepath, 'w') as f: + pass + print(f"Created placeholder file: {filepath}") + + except Exception as e: + print(f"Warning: Could not create placeholder files: {str(e)}") + + def func_for_validation(self, design_dictionary): + + all_errors = [] + "check valid inputs and empty inputs in input dock" + self.design_status = False + flag = False + flag1 = False + flag2 = False + + option_list = self.input_values() + missing_fields_list = [] + + # print(f'\n func_for_validation option list = {option_list}' + # f'\n design_dictionary {design_dictionary}') + + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + + missing_fields_list.append(option[1]) + else: + if option[2] == TYPE_TEXTBOX and option[0] == KEY_PLATE_WIDTH: + + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + + if option[2] == TYPE_TEXTBOX and option[0] == KEY_AXIAL_FORCE: + + if math.isclose(float(design_dictionary[option[0]]), 0.0, abs_tol=1e-9): + error = "Input value for Axial Force must be non-zero." + all_errors.append(error) + else: + flag2 = True + else: + pass + + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + print(f'flag = {flag}, flag1 = {flag1}, flag2 = {flag2}') + if flag and flag1 and flag2: + self.set_input_values(design_dictionary) + else: + return all_errors + + def set_input_values(self, design_dictionary): + """Initialize components required for butt joint design as per IS 800:2007""" + + design_dictionary_with_defaults = design_dictionary.copy() + for key in (KEY_SHEAR, KEY_AXIAL, KEY_MOMENT): + if key not in design_dictionary_with_defaults: + design_dictionary_with_defaults[key] = 0.0 + + super(ButtJointBolted, self).set_input_values(design_dictionary_with_defaults) + + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = KEY_DISP_BUTTJOINTBOLTED + self.main_material = design_dictionary[KEY_MATERIAL] + + # self.design_for = design_dictionary.get(KEY_DESIGN_FOR, 'Tension') + axial_input = design_dictionary.get( + KEY_AXIAL_FORCE, + design_dictionary.get(KEY_AXIAL, + design_dictionary.get(KEY_TENSILE_FORCE, 0))) + axial_value = float(axial_input) + if axial_value < 0: + self.design_for = 'Compression' + else: + self.design_for = 'Tension' + self.axial_force_kN = abs(axial_value) + self.axial_force = self.axial_force_kN * 1000.0 + # Legacy naming issue + self.tensile_force = self.axial_force_kN # legacy naming in downstream methods + + self.width = design_dictionary[KEY_PLATE_WIDTH] + + # Initialize plates with material properties + self.plate1 = Plate(thickness=[design_dictionary[KEY_PLATE1_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + self.plate2 = Plate(thickness=[design_dictionary[KEY_PLATE2_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + + # Calculate cover plate thickness as per Cl. 10.2.4.2 + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + Tmin = min(plate1_thk, plate2_thk) + cover_plate_type_str = design_dictionary[KEY_COVER_PLATE] + self.cover_plate_type = cover_plate_type_str # Store for CAD generation + + # Cover plate and packing plate logic as per documentation + available_thicknesses = [float(thk) for thk in PLATE_THICKNESS_SAIL] + if "double" in cover_plate_type_str.lower(): + self.planes = 2 + Tcp = math.ceil((9.0 / 8.0) * Tmin) # Double cover plate thickness as per Eq. 3.2 + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + + # Packing plate logic as per Cl. 10.3.3.2 + if abs(plate1_thk - plate2_thk) > 0.001: + self.packing_plate_thickness = abs(plate1_thk - plate2_thk) + if self.packing_plate_thickness > 6.0: + # Ī²pkg calculation as per Eq. 3.3 + self.beta_pkg = (1.0 - 0.0125 * self.packing_plate_thickness) + else: + self.beta_pkg = 1.0 + else: + self.packing_plate_thickness = 0.0 + self.beta_pkg = 1.0 + + elif "single" in cover_plate_type_str.lower(): + self.planes = 1 + Tcp = math.ceil((5.0 / 8.0) * Tmin) # Single cover plate thickness as per Eq. 3.1 + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + self.packing_plate_thickness = 0.0 + self.beta_pkg = 1.0 + + else: + self.planes = 1 + Tcp = Tmin + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + self.packing_plate_thickness = 0.0 + self.beta_pkg = 1.0 + + self.platec = Plate(thickness=[self.calculated_cover_plate_thickness], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + + # Initialize bolt with properties + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], + diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary.get(KEY_DP_BOLT_SLIP_FACTOR, None)) + + + + # Initialize other parameters + self.count = 0 + self.slip_res = None + self.yield_stress = None + self.cap_red = False + self.bolt_dia_grade_status = False + self.dia_available = False + self.final_pitch = 0 + self.final_end_dist = 0 + self.final_edge_dist = 0 + self.final_gauge = 0 + self.rows = 0 + self.cols = 0 + self.len_conn = 0 + self.max_gauge_round = 0 + self.max_pitch_round = 0 + self.utilization_ratio = 0 + self.bij = 0 + self.blg = 0 + self.cover_plate = design_dictionary[KEY_COVER_PLATE] + + # Start bolt selection process + self.select_bolt_dia_and_grade(design_dictionary) + + def select_bolt_dia_and_grade(self,design_dictionary): + self.dia_available = False + self.bolt_dia_grade_status = False + + if not self.bolt.bolt_diameter or not self.bolt.bolt_grade: + self.logger.error("No customized bolt diameters or grades provided.") + self.design_status = False + return + + if isinstance(self.plate1.thickness, list): + self.plate1thk = self.plate1.thickness[0] + + if isinstance(self.plate2.thickness, list): + self.plate2thk = self.plate2.thickness[0] + + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((float(self.plate1thk), self.plate1.fu, self.plate1.fy)) + self.bolt_conn_plates_t_fu_fy.append((float(self.plate2thk), self.plate2.fu, self.plate2.fy)) + + if float(self.plate1thk) < float(self.plate2thk): + self.plate = self.plate1 + self.pltthk = float(self.plate1thk) + self.yield_stress = self.plate1.fy + else: + self.plate = self.plate2 + self.pltthk = float(self.plate2thk) + self.yield_stress = self.plate2.fy + + # Add maximum iterations to prevent infinite loops + max_diameter_iterations = len(self.bolt.bolt_diameter) + max_grade_iterations = len(self.bolt.bolt_grade) + diameter_iterations = 0 + grade_iterations = 0 + + for self.bolt.bolt_diameter_provided in self.bolt.bolt_diameter: + diameter_iterations += 1 + if diameter_iterations > max_diameter_iterations: + self.logger.error("Maximum diameter iterations reached. No suitable bolt diameter found.") + self.design_status = False + return + + if 8 * float(self.bolt.bolt_diameter_provided) > (float(self.plate1thk) + float(self.plate2thk)): + self.dia_available = True + + for self.bolt.bolt_grade_provided in self.bolt.bolt_grade: + grade_iterations += 1 + if grade_iterations > max_grade_iterations: + self.logger.error("Maximum grade iterations reached. No suitable bolt grade found.") + self.design_status = False + return + + try: + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=float(self.bolt.bolt_diameter_provided), + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy,n=self.planes) + + self.bolt.min_pitch_round = min(self.bolt.min_pitch_round, 2.5 * float(self.bolt.bolt_diameter_provided)) + self.bolt.min_gauge_round = min(self.bolt.min_gauge_round, 2.5 * float(self.bolt.bolt_diameter_provided)) + + if design_dictionary[KEY_DP_DETAILING_EDGE_TYPE] == 'Sheared or hand flame cut': + self.bolt.min_edge_dist_round = round(max(1.7 * float(self.bolt.bolt_diameter_provided),self.bolt.min_edge_dist_round),0) + self.bolt.min_end_dist_round = round(max(1.7 * float(self.bolt.bolt_diameter_provided),self.bolt.min_end_dist_round),0) + else: + self.bolt.min_edge_dist_round = round(max(1.5 * float(self.bolt.bolt_diameter_provided),self.bolt.min_edge_dist_round),0) + self.bolt.min_end_dist_round = round(max(1.5 * float(self.bolt.bolt_diameter_provided),self.bolt.min_end_dist_round),0) + + self.max_pitch_round = self.max_gauge_round = min(32 * self.pltthk , 300) + + self.bolt.max_edge_dist_round = self.bolt.max_end_dist_round = round(min(self.bolt.max_edge_dist_round , 12 * self.pltthk * ((250 / self.yield_stress)** 0.5 )),0) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=float(self.bolt.bolt_diameter_provided), + bolt_grade_provided=float(self.bolt.bolt_grade_provided), + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=self.planes, e=float(self.bolt.min_end_dist_round), + p=float(self.bolt.min_pitch_round)) + + num_bolts = float(self.tensile_force) / ( self.bolt.bolt_capacity / 1000) + + #if num_bolts <= 2: + # self.bolt_dia_grade_status = True + # break + # Accept any valid combination, not just those with <= 2 bolts + self.bolt_dia_grade_status = True + break + + except Exception as e: + self.logger.error(f"Error in bolt calculations: {str(e)}") + continue + + if self.bolt_dia_grade_status == True: + break + + if self.dia_available == False: + self.design_status = False + self.logger.warning(" : The combined thickness ({} mm) exceeds the allowable large grip limit check (of {} mm) for the minimum available " + "bolt diameter of {} mm [Ref. Cl.10.3.3.2, IS 800:2007]." + .format((float(self.plate1thk) + float(self.plate2thk)),(8*self.bolt.bolt_diameter[-1]),self.bolt.bolt_diameter[-1])) + self.logger.error(": Design is not safe. \n ") + self.logger.info(" :=========End Of design===========") + return + + if not self.bolt_dia_grade_status: + self.design_status = False + self.logger.error(": No suitable bolt diameter and grade combination found for the given requirements.") + self.logger.info(" :=========End Of design===========") + return + + self.design_status = True + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_bearing_capacity = round(float(self.bolt.bolt_bearing_capacity),2) + self.bolt.bolt_shear_capacity = round(float(self.bolt.bolt_shear_capacity),2) + self.bolt.bolt_capacity = round(float(self.bolt.bolt_capacity),2) + self.number_r_c_bolts(design_dictionary,0,0) + + def number_r_c_bolts(self,design_dictionary,count=0,hit=0): + """ + Calculate bolt layout (rows x cols) using row-first increment algorithm. + + Per IS 800:2007: + - min_pitch/gauge: Cl. 10.2.2 (2.5d) + - min_edge_dist: Cl. 10.2.4.2 (1.7dā‚€ or 1.5dā‚€) + - max_pitch: Cl. 10.2.3.1 (min(32t, 300mm)) + - max_edge_dist: Cl. 10.2.4.3 (12tĪµ) + + Bolt layout convention: + - rows: bolts across width (gauge direction) - min 2 for butt joint + - cols: bolts along length (pitch direction) - min 2 for butt joint + - For economical design, rows are incremented first to minimize connection length + """ + bolt_cap = self.bolt.bolt_capacity + if self.bolt.bolt_type == TYP_BEARING: + self.slip_res = 'N/A' + else: + self.slip_res = self.bolt.bolt_capacity + self.bolt.bolt_bearing_capacity = 'N/A' + self.bolt.bolt_shear_capacity = 'N/A' + + if hit == 0: + self.number_bolts = float(self.tensile_force) / (bolt_cap / 1000) + else: + self.number_bolts += 1 + + self.number_bolts = math.ceil(self.number_bolts) + + # Minimum bolts for butt joint: 2 (in 2 rows x 1 column arrangement) + if self.number_bolts < 2: + self.number_bolts = 2 + + # === ROW-FIRST LAYOUT ALGORITHM === + # Step 1: Calculate available width for bolts (after deducting edge distances) + min_edge_dist = self.bolt.min_edge_dist_round + min_gauge = self.bolt.min_gauge_round + plate_width = float(self.width) + + available_width = plate_width - 2 * min_edge_dist + + # Step 2: Check if plate width is sufficient for minimum 2 rows + min_required_width = 2 * min_edge_dist + min_gauge + if plate_width < min_required_width: + self.design_status = False + self.logger.error(f": Width ({plate_width} mm) is too small. Minimum required width is {min_required_width} mm for 2 rows") + self.logger.info(" :=========End Of design===========") + return + + # Step 3: Calculate maximum bolts that can fit across width (rows in gauge direction) + if available_width >= min_gauge: + max_bolts_per_row = int(available_width / min_gauge) + 1 + else: + max_bolts_per_row = 1 + + # Ensure at least 2 bolts per row for butt joint + if max_bolts_per_row < 2: + self.design_status = False + self.logger.error(f": Width ({plate_width} mm) is too small for minimum 2 rows.") + self.logger.info(" :=========End Of design===========") + return + + # Step 4: Row-first increment algorithm for economical design + # Start with minimum: 2 columns (along length), and fill rows first + self.cols = 1 # Minimum 1 column for butt joint + self.rows = min(math.ceil(self.number_bolts / self.cols), max_bolts_per_row) + + # Ensure at least 2 rows + if self.rows < 2: + self.rows = 2 + + # If more bolts needed, add columns (along length) while keeping rows maxed + while self.rows * self.cols < self.number_bolts: + if self.rows < max_bolts_per_row: + # First try to add more rows (across width) + self.rows += 1 + else: + # If rows maxed out, add a column + self.cols += 1 + # Redistribute rows for this new column count + self.rows = math.ceil(self.number_bolts / self.cols) + if self.rows > max_bolts_per_row: + self.rows = max_bolts_per_row + # Ensure at least 2 rows + if self.rows < 2: + self.rows = 2 + + # Update actual number of bolts + self.number_bolts = self.rows * self.cols + + # Enforce minimum for butt joint: 2 rows x 1 column + if self.rows < 2: + self.rows = 2 + if self.cols < 1: + self.cols = 1 + self.number_bolts = self.rows * self.cols + + # Calculate connection length (determined by columns along pitch direction) + if self.cols > 1: + self.len_conn = (self.cols - 1) * self.bolt.min_pitch_round + 2 * self.bolt.min_end_dist_round + else: + self.len_conn = 2 * self.bolt.min_end_dist_round + + if self.number_bolts >= 2 and count == 0: + self.design_status = True + self.check_capacity_reduction_1(design_dictionary) + elif self.number_bolts >= 2 and count == 1: + self.design_status = True + self.final_formatting(design_dictionary) + else: + self.design_status = False + self.logger.error(": Number of min bolts not satisfied. \n ") + self.logger.info(" :=========End Of design==========") + + def check_capacity_reduction_1(self,design_dictionary): + """Long joint reduction as per Cl. 10.3.3.1 of IS 800:2007""" + if self.number_bolts > 2: + lj = (self.rows - 1)*self.bolt.min_pitch_round + if lj > 15 * self.bolt.bolt_diameter_provided: + # Ī²lj calculation as per Eq. 3.7 + self.bij = 1.075 - (lj / (200 * self.bolt.bolt_diameter_provided)) + self.bij = max(0.75, min(1.0, self.bij)) + + if self.bij >= 0.75 and self.bij <= 1.0: + self.cap_red = True + self.bolt.bolt_shear_capacity = self.bolt.bolt_shear_capacity * self.bij + if self.bolt.bolt_type == TYP_BEARING: + self.bolt.bolt_capacity = min(self.bolt.bolt_shear_capacity, self.bolt.bolt_bearing_capacity) + else: + self.slip_res = self.bolt.bolt_shear_capacity + self.bolt.bolt_capacity = self.slip_res + + self.design_status = True + self.check_capacity_reduction_2(design_dictionary) + + def check_capacity_reduction_2(self,design_dictionary): + """Large grip reduction as per Cl. 10.3.3.2 of IS 800:2007""" + self.cap_red = False + + lg = self.plate1thk + self.plate2thk + if lg > 5 * self.bolt.bolt_diameter_provided: + # Ī²lg calculation as per Eq. 3.8 + self.blg = 8 / (3 + (lg/self.bolt.bolt_diameter_provided)) + self.blg = max(0.0, min(1.0, self.blg)) + + if self.blg < self.bij and self.blg != 0: + self.cap_red = True + self.bolt.bolt_shear_capacity = self.bolt.bolt_shear_capacity * self.blg + if self.bolt.bolt_type == TYP_BEARING: + self.bolt.bolt_capacity = min(self.bolt.bolt_shear_capacity, self.bolt.bolt_bearing_capacity) + else: + self.slip_res = self.bolt.bolt_shear_capacity + self.bolt.bolt_capacity = self.slip_res + + # Continue design with reduced capacity - recursion limit handled in number_r_c_bolts + self.number_r_c_bolts(design_dictionary,1,0) + else: + self.design_status = True + self.final_formatting(design_dictionary) + + def final_formatting(self,design_dictionary): + """Final checks and formatting as per IS 800:2007""" + # Handle single ROW case (width-wise) + # rows = bolts across width (gauge direction) + if self.rows <= 1: + self.final_gauge = 0 # No gauge distance needed for single row + self.final_pitch = self.bolt.min_pitch_round + + # Edge distance is half of plate width + self.final_edge_dist = float(self.width) / 2.0 + self.final_end_dist = self.bolt.min_end_dist_round + + self.design_status = True + + else: + self.final_pitch = self.bolt.min_pitch_round + + # Calculate gauge based on min edge distance + # rows = bolts across width, so (rows-1) gauge spaces + gauge_dist = (float(self.width) - 2*self.bolt.min_edge_dist_round)/(self.rows - 1) + + # Check minimum gauge per IS 800:2007 Cl 10.2.2: min = 2.5d + if gauge_dist < self.bolt.min_gauge_round: + # Plate too narrow for 2+ rows - reduce to single row + self.logger.warning(f": Plate width ({self.width}mm) insufficient for {self.rows} rows " + f"with min gauge ({self.bolt.min_gauge_round}mm). Reducing to 1 row.") + self.rows = 1 + self.cols = self.number_bolts # All bolts in single row + self.final_gauge = 0 + self.final_edge_dist = float(self.width) / 2.0 + self.final_end_dist = self.bolt.min_end_dist_round + # Recalculate connection length for single row + self.len_conn = (self.cols - 1) * self.bolt.min_pitch_round + 2 * self.bolt.min_end_dist_round + self.design_status = True + # Check maximum gauge as per Cl. 10.2.3.1 + elif gauge_dist > self.max_gauge_round: + self.final_gauge = self.max_gauge_round + # Recalculate edge distance + edge_dist = (float(self.width) - ((self.rows - 1)*self.final_gauge))/2 + + if edge_dist > self.bolt.max_edge_dist_round: + self.design_status = False + self.number_r_c_bolts(design_dictionary,0,1) + return + else: + self.final_edge_dist = edge_dist + self.final_end_dist = self.bolt.min_end_dist_round + self.design_status = True + else: + self.final_gauge = gauge_dist + self.final_edge_dist = self.bolt.min_edge_dist_round + self.final_end_dist = self.bolt.min_end_dist_round + self.design_status = True + + if self.design_status: + # Convert capacities to kN + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_shear_capacity = self.bolt.bolt_shear_capacity/ 1000 + self.bolt.bolt_bearing_capacity = self.bolt.bolt_bearing_capacity / 1000 + self.bolt.bolt_bearing_capacity = round(self.bolt.bolt_bearing_capacity, 2) + self.bolt.bolt_shear_capacity = round(self.bolt.bolt_shear_capacity, 2) + self.bolt.bolt_capacity = self.bolt.bolt_capacity / 1000 + self.bolt.bolt_capacity = round(self.bolt.bolt_capacity, 2) + else: + self.slip_res = self.slip_res / 1000 + self.slip_res = round(self.slip_res, 2) + self.bolt.bolt_capacity = self.bolt.bolt_capacity / 1000 + self.bolt.bolt_capacity = round(self.bolt.bolt_capacity, 2) + + # Calculate utilization ratio + bolt_capacity_kN = self.bolt.bolt_capacity + bolt_capacity_total = bolt_capacity_kN * self.number_bolts if bolt_capacity_kN else 0.0 + if bolt_capacity_total <= 0: + self.logger.error(": Bolt capacity is zero. Increase bolt size/grade or adjust layout.") + self.design_status = False + self.design_error = "Bolt capacity is zero." + return + bolt_util = self.axial_force_kN / bolt_capacity_total + + if not self.check_base_metal_strength(): + return + + if not self.base_metal_capacity_kN or self.base_metal_capacity_kN <= 0: + self.logger.error(": Base metal capacity is zero or undefined. Check plate selection.") + self.design_status = False + self.design_error = "Base metal capacity is zero or undefined." + return + + base_util = self.axial_force_kN / self.base_metal_capacity_kN + + def _format_util(value, decimals=3): + if math.isinf(value) or math.isnan(value): + return 'Inf' + return round(value, decimals) + + overall_util = max(bolt_util, base_util) + self.utilization_breakdown = { + 'bolt': _format_util(bolt_util), + 'base_metal': _format_util(base_util) + } + + if math.isinf(overall_util) or math.isnan(overall_util): + self.utilization_ratio = 'Inf' + else: + self.utilization_ratio = round(overall_util, 2) + + # Check if utilization ratio is less than 1 for valid design + if overall_util >= 1: + self.design_status = False + self.logger.error(": Utilization ratio is greater than or equal to 1. Design is not safe.") + self.logger.info(" :=========End Of design===========") + return + + # Round final values + self.final_gauge = round(self.final_gauge,0) + self.final_pitch = round(self.final_pitch,0) + print("FINAL FINAL",self.bolt) + print("Final Edge/End/Gauge/Pitch",self.final_edge_dist,self.final_end_dist,self.final_gauge,self.final_pitch) + print("Max and min end edge dist ",self.bolt.max_end_dist_round, self.bolt.min_end_dist_round, self.bolt.max_edge_dist_round, self.bolt.min_edge_dist_round) + print("Max min gauge pitch dist",self.max_gauge_round,self.bolt.min_gauge_round, self.max_pitch_round, self.bolt.min_pitch_round) + + # Set plate dimensions for hover_dict display + # plate length = connection length (along the bolt pitch direction) + # plate height = plate width (perpendicular to pitch direction) + plate_length = self.len_conn + plate_width = float(self.width) + + # Plate 1 dimensions + self.plate1.length = plate_length + self.plate1.height = plate_width + self.plate1.thickness_provided = float(self.plate1thk) + + # Plate 2 dimensions + self.plate2.length = plate_length + self.plate2.height = plate_width + self.plate2.thickness_provided = float(self.plate2thk) + + # Cover plate dimensions (same as main plates) + self.platec.length = plate_length + self.platec.height = plate_width + self.platec.thickness_provided = float(self.calculated_cover_plate_thickness) + + # Store bolt layout on platec for bolt count display + self.platec.bolts_one_line = self.rows + self.platec.bolt_line = self.cols + + # Store spacing values on main plate for output compatibility + self.plate.pitch_provided = self.final_pitch + self.plate.gauge_provided = self.final_gauge + self.plate.edge_dist_provided = self.final_edge_dist + self.plate.end_dist_provided = self.final_end_dist + + def check_base_metal_strength(self): + try: + self.logger + except NameError: + self.logger = logging.getLogger('Osdag') + + self.logger.info(": ============== Base Metal Strength Check ==============") + + plate_thk_min = min(float(self.plate1thk), float(self.plate2thk)) + fy = min(self.plate1.fy, self.plate2.fy) + fu = min(self.plate1.fu, self.plate2.fu) + + self.gamma_m0 = 1.10 + self.gamma_m1 = 1.25 + + self.A_g = plate_thk_min * float(self.width) + + if self.design_for == 'Compression': + self.T_db = self.A_g * fy / self.gamma_m0 + self.logger.info(f": Design strength of plate in compression = {self.T_db / 1000:.2f} kN [Cl.7.1.2]") + else: + n_holes = max(self.cols, 1) + hole_dia = self.bolt.dia_hole if hasattr(self.bolt, 'dia_hole') else 0.0 + net_width = float(self.width) - n_holes * hole_dia + + if net_width <= 0: + self.logger.error(": Net width becomes zero/negative after deducting bolt holes. Increase plate width or reduce rows.") + self.design_status = False + self.design_error = "Net width insufficient for bolt holes." + return False + + self.A_n = plate_thk_min * net_width + shear_lag_factor = 0.7 # IS 800:2007 Cl.6.3.3 for butt joints + + T_dg = self.A_g * fy / self.gamma_m0 + T_dn = 0.9 * self.A_n * fu * shear_lag_factor / self.gamma_m1 + self.T_dg = T_dg + self.T_dn = T_dn + self.T_db = min(T_dg, T_dn) + + # Calculate block shear strength - Check critical section + avg_len = (self.rows - 1) * self.final_pitch + self.final_end_dist + avn_len = avg_len - (self.rows - 0.5) * hole_dia + + atg_width = (self.cols - 1) * self.final_gauge + self.final_edge_dist + atn_width = atg_width - (self.cols - 0.5) * hole_dia + + A_vg = plate_thk_min * avg_len + A_vn = plate_thk_min * avn_len + A_tg = plate_thk_min * atg_width + A_tn = plate_thk_min * atn_width + + T_db_block = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, fu, fy) + self.T_db = min(self.T_db, T_db_block) + self.logger.info(f": Design strength of plate in tension = {self.T_db / 1000:.2f} kN [Cl.6.2.2, 6.2.3, 6.3.3]") + + if self.T_db <= 0: + self.logger.error(": Plate design strength is non-positive. Check input dimensions/material.") + self.design_status = False + self.design_error = "Plate design strength is non-positive." + return False + + self.base_metal_capacity_kN = self.T_db / 1000.0 + return True + + + def save_design(self, popup_summary): + """ + Generate the LaTeX design report for Lap Joint Bolted Connection (Tension/Compression) + per IS 800:2007. + """ + try: + def g(attr, default=None): + v = getattr(self, attr, default) + return default if v is None else v + + def f2(x, default=0.0): + try: + return round(float(x), 2) + except (TypeError, ValueError): + return default + + def as_int(x, default=0): + try: + return int(round(float(x))) + except (TypeError, ValueError): + return default + + if not getattr(self, 'design_status', False): + self.report_input = { + KEY_MODULE: "Butt Joint Bolted Connection", + KEY_MAIN_MODULE: "Plated Connection", + "Design Status": "TITLE", + "Status": "Design not completed successfully.", + } + self.report_check = [] + self.report_check.append([ + "SubSection", "Design Status", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + self.report_check.append(["Design", "Design not completed successfully.", "", "FAIL"]) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "ButtJointBoltedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=getattr(self, 'module', 'Butt Joint Bolted') + ) + return True + + self.module = g('module', 'Butt Joint Bolted') + self.mainmodule = 'Plated Connection' + design_for = str(g('design_for', 'Tension')).strip() + is_comp = design_for.lower().startswith('c') + + plate1_thk = f2(g('plate1thk', g('pltthk', 0.0)), 0.0) + plate2_thk = f2(g('plate2thk', g('pltthk', 0.0)), 0.0) + width = f2(g('width', 0.0), 0.0) + axial_kN = f2(g('axial_force_kN', g('tensile_force', 0.0)), 0.0) + + edge_type = getattr(self.bolt, 'edgetype', 'Sheared or hand flame cut') + bolt_dia_prov = f2(getattr(self.bolt, 'bolt_diameter_provided', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_grade_prov = f2(getattr(self.bolt, 'bolt_grade_provided', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_type = getattr(self.bolt, 'bolt_type', VALUE_NOT_APPLICABLE) if hasattr(self, 'bolt') else VALUE_NOT_APPLICABLE + + bolt_shear_kN = f2(getattr(self.bolt, 'bolt_shear_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_bearing_kN = f2(getattr(self.bolt, 'bolt_bearing_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_final_cap = f2(getattr(self.bolt, 'bolt_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + + rows = as_int(g('rows', 0), 0) + cols = as_int(g('cols', 0), 0) + n_bolts = as_int(g('number_bolts', 0), 0) + pitch = f2(g('final_pitch', 0.0), 0.0) + gauge = f2(g('final_gauge', 0.0), 0.0) + e_dist = f2(g('final_edge_dist', 0.0), 0.0) + + t_fu_fy_list = getattr(self, 'bolt_conn_plates_t_fu_fy', []) + if t_fu_fy_list and len(t_fu_fy_list) > 0: + fu = t_fu_fy_list[0][1] if len(t_fu_fy_list[0]) > 1 else 0 + fy = t_fu_fy_list[0][2] if len(t_fu_fy_list[0]) > 2 else 0 + else: + fy = g('yield_stress', 0) + fu = 0 + + base_metal_capacity_kN = f2(g('base_metal_capacity_kN', 0.0), 0.0) + + A_g = f2(g('A_g', 0.0), 0.0) + T_dg = f2(g('T_dg', 0.0), 0.0) + T_dn = f2(g('T_dn', 0.0), 0.0) + T_db = f2(g('T_db', 0.0), 0.0) + + overall_ur = round(g('utilization_ratio', 0.0), 3) + + self.report_input = { + KEY_MODULE: "Butt Joint Bolted Connection", + KEY_MAIN_MODULE: "Plated Connection", + KEY_DISP_DESIGN_FOR: design_for, + "Thickness of Plate-1 (mm) *": plate1_thk, + "Thickness of Plate-2 (mm) *": plate2_thk, + "Width of Plate (mm) *": width, + "Material *": getattr(self, 'main_material', VALUE_NOT_APPLICABLE), + "Diameter (mm) *": bolt_dia_prov, + "Property Class *": bolt_grade_prov, + "Type *": bolt_type, + f"{'Tensile' if not is_comp else 'Axial'} Force (kN) *": axial_kN, + "Additional inputs": "TITLE", + "Bolt Hole Type": getattr(self.bolt, 'boltholetype', 'Standard'), + "Slip Factor (Ī¼f)": getattr(self.bolt, 'mu_f', 'N/A'), + "Edge Preparation Method": edge_type + } + + self.report_check = [] + + #============================================================= + #=========== SECTION 1: DESIGN OF COVER PLATES =============== + #============================================================= + self.report_check.append([ + "SubSection", "Design of Cover Plates", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + # 1.1 Cover Plate Thickness (Cl. 10.5.2.3 and 10.5.2.4 logic adapted) + t_min = min(plate1_thk, plate2_thk) + cover_plate_type = str(g('cover_plate_type', 'Double Cover Plate')) + + cp_req = Math(inline=True) + cp_req.append(NoEscape(r'\begin{aligned}')) + + if "double" in cover_plate_type.lower(): + t_req = math.ceil(1.125 * t_min) # 9/8 * t_min + cp_req.append(NoEscape(r'\text{For Double Cover Plates:}\\')) + cp_req.append(NoEscape(r't_{cp, req} &= \frac{9}{8} \cdot t_{\min}\\')) + cp_req.append(NoEscape(r'&= \frac{9}{8} \times ' + str(t_min) + r'\\')) + cp_req.append(NoEscape(r'&= ' + str(t_req) + r' \text{ mm}\\')) + else: # Single Cover Plate + t_req = math.ceil(0.625 * t_min) # 5/8 * t_min + cp_req.append(NoEscape(r'\text{For Single Cover Plate:}\\')) + cp_req.append(NoEscape(r't_{cp, req} &= \frac{5}{8} \cdot t_{\min}\\')) + cp_req.append(NoEscape(r'&= \frac{5}{8} \times ' + str(t_min) + r'\\')) + cp_req.append(NoEscape(r'&= ' + str(t_req) + r' \text{ mm}\\')) + + cp_req.append(NoEscape(r'\end{aligned}')) + + t_cp_prov = float(self.calculated_cover_plate_thickness) if hasattr(self, 'calculated_cover_plate_thickness') else t_req + cp_prov = Math(inline=True) + cp_prov.append(NoEscape(r't_{cp, prov} = ' + str(t_cp_prov) + r' \text{ mm}')) + + cp_status = "PASS" if t_cp_prov >= t_req else "FAIL" + self.report_check.append(["Cover Plate Thickness", cp_req, cp_prov, cp_status]) + + # 1.2 Packing Plate (Cl. 10.3.3.2) + packing_thk = float(getattr(self, 'packing_plate_thickness', 0.0)) + if packing_thk > 0: + pack_req = Math(inline=True) + pack_req.append(NoEscape(r'\begin{aligned}')) + pack_req.append(NoEscape(r'\text{Difference in plate thickness:}\\')) + pack_req.append(NoEscape(r't_{pkg} &= |t_1 - t_2|\\')) + pack_req.append(NoEscape(r'&= |' + str(plate1_thk) + ' - ' + str(plate2_thk) + '|\\')) + pack_req.append(NoEscape(r'&= ' + str(packing_thk) + r' \text{ mm}\\')) + pack_req.append(NoEscape(r'\end{aligned}')) + + pack_prov = Math(inline=True) + pack_prov.append(NoEscape(r't_{pkg, prov} = ' + str(packing_thk) + r' \text{ mm}')) + + self.report_check.append(["Packing Plate", pack_req, pack_prov, "INFO"]) + + #============================================================= + #=========== SECTION 2.1: CALCULATING BOLT STRENGTH ========== + #============================================================= + self.report_check.append([ + "SubSection", "Calculating Bolt Strength", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + d = float(self.bolt.bolt_diameter_provided) + bolt_grade = float(self.bolt.bolt_grade_provided) + f_ub = int(bolt_grade * 100) + + plate1_thk_raw = float(self.plate1.thickness[0]) if isinstance(self.plate1.thickness, list) else float(self.plate1.thickness) + plate2_thk_raw = float(self.plate2.thickness[0]) if isinstance(self.plate2.thickness, list) else float(self.plate2.thickness) + + bolt_shank_area = f2(math.pi * d**2 / 4, 0.0) + + if hasattr(self.bolt, 'bolt_net_area_provided'): + bolt_net_area = f2(self.bolt.bolt_net_area_provided, 0.0) + else: + bolt_net_area = f2(math.pi * (d - 0.9382 * math.sqrt(d))**2 / 4, 0.0) + + gamma_mb = 1.25 + + if self.bolt.bolt_type != "Bearing Bolt": + # ========== FRICTION GRIP TYPE BOLTING (Cl. 10.4.3) ========== + f_0 = 0.7 * f_ub + F_o = bolt_net_area * f_0 + mu = float(self.bolt.mu_f) if hasattr(self.bolt, 'mu_f') else 0.3 + n_e = 1 # Number of effective interfaces (single lap joint) + + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + hole_type_lower = bolt_hole_type_str.lower() + if "standard" in hole_type_lower: + K_h = 1.0 + elif "over" in hole_type_lower or "short" in hole_type_lower: + K_h = 0.85 + else: # long slotted + K_h = 0.7 + + V_nsf = mu * n_e * K_h * F_o + gamma_mf = 1.25 # For ultimate load + V_dsf_theoretical = V_nsf / gamma_mf + V_dsf_kN_theoretical = V_dsf_theoretical / 1000 + + slip_req = Math(inline=True) + slip_req.append(NoEscape(r'\begin{aligned}')) + slip_req.append(NoEscape(r'V_{dsf} &= \frac{V_{nsf}}{\gamma_{mf}}\\')) + slip_req.append(NoEscape(r'V_{nsf} &= \mu \cdot n_e \cdot K_h \cdot F_o\\')) + slip_req.append(NoEscape(r'\mu &= ' + f'{mu:.2f}' + r' \text{ (slip factor)}\\')) + slip_req.append(NoEscape(r'n_e &= ' + str(n_e) + r' \text{ (interfaces)}\\')) + slip_req.append(NoEscape(r'K_h &= ' + f'{K_h:.2f}' + r' \text{ (hole factor)}\\')) + slip_req.append(NoEscape(r'f_0 &= 0.7 f_{ub} = ' + f'{f_0:.1f}' + r' \text{ MPa}\\')) + slip_req.append(NoEscape(r'A_{nb} &= ' + f'{bolt_net_area:.2f}' + r' \text{ mm}^2\\')) + slip_req.append(NoEscape(r'F_o &= A_{nb} \times f_0 = ' + f'{F_o:.2f}' + r' \text{ N}\\')) + slip_req.append(NoEscape(r'V_{nsf} &= ' + f'{mu:.2f}' + r' \times ' + str(n_e) + r' \times ' + f'{K_h:.2f}' + r' \times ' + f'{F_o:.2f}' + r'\\')) + slip_req.append(NoEscape(r'&= ' + f'{V_nsf:.2f}' + r' \text{ N}\\')) + slip_req.append(NoEscape(r'V_{dsf} &= \frac{' + f'{V_nsf:.2f}' + r'}{' + str(gamma_mf) + r'} = ' + f'{V_dsf_kN_theoretical:.2f}' + r' \text{ kN}\\')) + slip_req.append(NoEscape(r'&[\text{Ref. Cl. 10.4.3}]')) + slip_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Slip Resistance", "", slip_req, ""]) + + else: # Bearing Bolt + # ========== SHEAR CAPACITY (Cl. 10.3.3) ========== + # Strategy: Use the Solver's final Shear Capacity (bolt_shear_kN) as the source of truth to ensure Report matches Dock. + # Back-calculate the Effective Area (A_eff) that yields this capacity, then display it in the formula. + # This handles cases where Solver uses different Area assumptions (e.g. shank vs net) or different reduction factors. + + V_dsb_kN = bolt_shear_kN + V_nsb_val = V_dsb_kN * gamma_mb + + try: + vals = str(bolt_grade_prov).split('.') + if len(vals) >= 2: + f_ub_val = int(vals[0]) * 100 + else: + f_ub_val = 400 + except (ValueError, TypeError, IndexError): + f_ub_val = 400 + + n_n = self.planes if hasattr(self, 'planes') else 1 + + # Back-calculate effective area per bolt per plane (forcing n_s=0 for display simplicity) + # V_nsb = (f_ub / sqrt(3)) * (n_n * A_eff) + if n_n > 0 and f_ub_val > 0: + A_eff = (V_nsb_val * 1000.0 * math.sqrt(3.0)) / (f_ub_val * n_n) + else: + A_eff = 0.0 + + shear_req = Math(inline=True) + shear_req.append(NoEscape(r'\begin{aligned}\\')) + shear_req.append(NoEscape(r'V_{dsb} &= \frac{V_{nsb}}{\gamma_{mb}}\\\\')) + shear_req.append(NoEscape(r'V_{nsb} &= \frac{f_{ub}}{\sqrt{3}} \cdot (n_n \cdot A_{nb} + n_s \cdot A_{sb})\\')) + shear_req.append(NoEscape(r'&= \frac{' + str(f_ub_val) + r'}{\sqrt{3}} \times (' + str(n_n) + r' \times ' + f'{A_eff:.2f}' + r' + 0)\\')) + shear_req.append(NoEscape(r'&= ' + f'{V_nsb_val:.2f}' + r' \text{ kN}\\\\')) + shear_req.append(NoEscape(r'V_{dsb} &= \frac{' + f'{V_nsb_val:.2f}' + r'}{' + str(gamma_mb) + r'}\\')) + shear_req.append(NoEscape(r'&= ' + f'{V_dsb_kN:.2f}' + r' \text{ kN}\\')) + shear_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3}]')) + shear_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Shear Capacity", "", shear_req, ""]) + + # ========== BEARING CAPACITY (Cl. 10.3.4) ========== + V_dpb_kN = bolt_bearing_kN + V_npb = V_dpb_kN * gamma_mb + + t_min = min(plate1_thk_raw, plate2_thk_raw) + f_u_plate = min(self.plate1.fu, self.plate2.fu) + + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + e = float(self.final_end_dist) if hasattr(self, 'final_end_dist') and self.final_end_dist > 0 else float(self.bolt.min_end_dist_round) + p = float(self.final_pitch) if hasattr(self, 'final_pitch') and self.final_pitch > 0 else float(self.bolt.min_pitch_round) + + # Calculate kb factor components (always calculate for report display) + if p > 0: + kb_1 = e / (3.0 * d_0) + kb_2 = p / (3.0 * d_0) - 0.25 + kb_3 = f_ub / f_u_plate + kb_4 = 1.0 + kb_calc = min(kb_1, kb_2, kb_3, kb_4) + else: + kb_1 = e / (3.0 * d_0) + kb_2 = float('inf') # Not applicable + kb_3 = f_ub / f_u_plate + kb_4 = 1.0 + kb_calc = min(kb_1, kb_3, kb_4) + + if hasattr(self.bolt, 'kb') and self.bolt.kb is not None: + k_b = f2(self.bolt.kb, 1.0) + else: + k_b = f2(kb_calc, 1.0) + + kb_req = Math(inline=True) + kb_req.append(NoEscape(r'\begin{aligned}\\')) + kb_req.append(NoEscape(r'k_b &= \min\left(\frac{e}{3d_0}, \frac{p}{3d_0}-0.25, \frac{f_{ub}}{f_u}, 1.0\right)\\\\')) + kb_req.append(NoEscape(r'&= \min\left(\frac{' + f'{e:.1f}' + r'}{3 \times ' + f'{d_0:.1f}' + r'}, \frac{' + f'{p:.1f}' + r'}{3 \times ' + f'{d_0:.1f}' + r'}-0.25, \frac{' + str(f_ub) + r'}{' + str(f_u_plate) + r'}, 1.0\right)\\\\')) + + if p > 0: + kb_req.append(NoEscape(r'&= \min(' + f'{kb_1:.2f}' + r', ' + f'{kb_2:.2f}' + r', ' + f'{kb_3:.2f}' + r', 1.0)\\\\')) + else: + kb_req.append(NoEscape(r'&= \min(' + f'{kb_1:.2f}' + r', ' + f'{kb_3:.2f}' + r', 1.0)\\\\')) + + kb_req.append(NoEscape(r'&= ' + f'{k_b:.2f}')) + kb_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Kb Factor", "", kb_req, ""]) + + bearing_req = Math(inline=True) + bearing_req.append(NoEscape(r'\begin{aligned}\\')) + bearing_req.append(NoEscape(r'V_{dpb} &= \frac{V_{npb}}{\gamma_{mb}}\\\\')) + bearing_req.append(NoEscape(r'V_{npb} &= 2.5 \cdot k_b \cdot d \cdot t \cdot f_u\\')) + bearing_req.append(NoEscape(r'&= 2.5 \times ' + f'{k_b:.3f}' + r' \times ' + f'{d:.1f}' + r' \times ' + f'{t_min:.1f}' + r' \times ' + str(f_u_plate) + r'\\')) + bearing_req.append(NoEscape(r'&= ' + f'{V_npb:.2f}' + r' \text{ kN}\\\\')) + bearing_req.append(NoEscape(r'V_{dpb} &= \frac{' + f'{V_npb:.2f}' + r'}{' + f'{gamma_mb:.2f}' + r'}\\')) + bearing_req.append(NoEscape(r'&= ' + f'{V_dpb_kN:.2f}' + r' \text{ kN}\\')) + bearing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.4}]')) + bearing_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bearing Capacity", "", bearing_req, ""]) + + V_db_kN = bolt_final_cap + + cap_req = Math(inline=True) + cap_req.append(NoEscape(r'\begin{aligned}')) + cap_req.append(NoEscape(r'V_{db} &= \min(' + f'{bolt_shear_kN:.2f}' + r', ' + f'{bolt_bearing_kN:.2f}' + r')'+r'\\')) + cap_req.append(NoEscape(r'&= ' + f'{V_db_kN:.2f}' + r' \text{ kN}'+r'\\')) + cap_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.2, IS 800:2007}]')) + cap_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bolt Design Capacity", "", cap_req, ""]) + + #======================================================= + #=========== SECTION 2.2: REDUCTION FACTORS ============ + #======================================================= + self.report_check.append([ + "SubSection", "Reduction Factors", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + l_j = (self.rows - 1) * self.final_pitch if self.rows > 1 else 0 + d = self.bolt.bolt_diameter_provided + + lj_req = Math(inline=True) + lj_req.append(NoEscape(r'\begin{aligned}')) + + if l_j > 15 * d: + beta_lj = 1.075 - (l_j / (200 * d)) + beta_lj = max(0.75, min(beta_lj, 1.0)) + lj_req.append(NoEscape(r'\text{Since } l_j &> 15d\\')) + lj_req.append(NoEscape(r'l_j &= ' + str(l_j) + r' \text{ mm}, \quad 15d = ' + str(15 * d) + r' \text{ mm}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= 1.075 - \frac{l_j}{200 \cdot d}\\')) + lj_req.append(NoEscape(r'&= 1.075 - \frac{' + str(l_j) + r'}{200 \times ' + str(d) + r'}\\')) + lj_req.append(NoEscape(r'&= ' + f'{1.075 - (l_j / (200 * d)):.3f}' + r'\\')) + lj_req.append(NoEscape(r'&\text{(but } 0.75 \leq \beta_{lj} \leq 1.0\text{)}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= ' + f'{beta_lj:.2f}' + r'\\')) + lj_status = "" + else: + beta_lj = 1.0 + lj_req.append(NoEscape(r'\text{Since } l_j &\leq 15d\\')) + lj_req.append(NoEscape(r'l_j &= ' + str(l_j) + r' \text{ mm}, \quad 15d = ' + str(15 * d) + r' \text{ mm}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= 1.0 \text{ (No reduction)}\\')) + lj_status = "PASS" + + lj_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3.1}]')) + lj_req.append(NoEscape(r'\end{aligned}')) + + lj_prov = Math(inline=True) + lj_prov.append(NoEscape(r'\beta_{lj} = ' + f'{beta_lj:.2f}')) + + self.report_check.append(["Long Joint Factor", lj_req, lj_prov, '']) + + l_g = plate1_thk_raw + plate2_thk_raw + + lg_req = Math(inline=True) + lg_req.append(NoEscape(r'\begin{aligned}')) + + if l_g > 5 * d: + beta_lg = (8 * d) / (3 * d + l_g) + beta_lg = min(beta_lg, beta_lj) if beta_lj else beta_lg + lg_req.append(NoEscape(r'\text{Since } l_g &> 5d\\')) + lg_req.append(NoEscape(r'l_g &= ' + str(l_g) + r' \text{ mm}, \quad 5d = ' + str(5 * d) + r' \text{ mm}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= \frac{8d}{3d + l_g}\\')) + lg_req.append(NoEscape(r'&= \frac{8 \times ' + str(d) + r'}{3 \times ' + str(d) + r' + ' + str(l_g) + r'}\\')) + lg_req.append(NoEscape(r'&= ' + f'{(8 * d) / (3 * d + l_g):.3f}' + r'\\')) + lg_req.append(NoEscape(r'\beta_{lg} &\leq \beta_{lj}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= ' + f'{beta_lg:.2f}' + r'\\')) + lg_status = "" + else: + beta_lg = 1.0 + lg_req.append(NoEscape(r'\text{Since } l_g &\leq 5d\\')) + lg_req.append(NoEscape(r'l_g &= ' + str(l_g) + r' \text{ mm}, \quad 5d = ' + str(5 * d) + r' \text{ mm}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= 1.0 \text{ (No reduction)}\\')) + lg_status = "PASS" + + lg_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3.2}]')) + lg_req.append(NoEscape(r'\end{aligned}')) + + lg_prov = Math(inline=True) + lg_prov.append(NoEscape(r'\beta_{lg} = ' + f'{beta_lg:.2f}')) + + self.report_check.append(["Large Grip Factor", lg_req, lg_prov, '']) + + if self.bolt.bolt_hole_type != "Standard": + hole_req = Math(inline=True) + hole_req.append(NoEscape(r'\begin{aligned}')) + hole_req.append(NoEscape(r'\text{Hole Type: }' + self.bolt.bolt_hole_type + r'\\')) + if "oversized" in self.bolt.bolt_hole_type.lower() or "short" in self.bolt.bolt_hole_type.lower(): + hole_factor = 0.7 + else: # long-slotted + hole_factor = 0.5 + hole_req.append(NoEscape(r'\text{Reduction Factor} &= ' + str(hole_factor) + r'\\')) + hole_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.4}]')) + hole_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Hole Type Reduction", hole_req, "", ""]) + + #===================================== + # Section 2.3: Detailing Requirements + #===================================== + self.report_check.append([ + "SubSection", "Detailing Requirements", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + # 2.3.1 Minimum Spacing (Cl. 10.2.2) + p_min = as_int(2.5 * bolt_dia_prov, 0) + g_min = as_int(2.5 * bolt_dia_prov, 0) + + spacing_req = Math(inline=True) + spacing_req.append(NoEscape(r'\begin{aligned}')) + spacing_req.append(NoEscape(r'p_{\text{min}} &= 2.5 \cdot d\\')) + spacing_req.append(NoEscape(r'&= 2.5 \times ' + str(bolt_dia_prov) + r'\\')) + spacing_req.append(NoEscape(r'&= ' + str(p_min) + r' \text{ mm}\\')) + spacing_req.append(NoEscape(r'g_{\text{min}} &= 2.5 \cdot d\\')) + spacing_req.append(NoEscape(r'&= 2.5 \times ' + str(bolt_dia_prov) + r'\\')) + spacing_req.append(NoEscape(r'&= ' + str(g_min) + r' \text{ mm}\\ \\')) + spacing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.2}]')) + spacing_req.append(NoEscape(r'\end{aligned}')) + + spacing_prov = Math(inline=True) + spacing_prov.append(NoEscape(r'\begin{aligned}')) + spacing_prov.append(NoEscape(r'p_{\text{prov}} &= ' + str(pitch) + r' \text{ mm}\\')) + if self.rows > 1: + spacing_prov.append(NoEscape(r'g_{\text{prov}} &= ' + str(gauge) + r' \text{ mm}')) + else: + spacing_prov.append(NoEscape(r'g_{\text{prov}} &= \text{N/A}')) + spacing_prov.append(NoEscape(r'\end{aligned}')) + + if self.rows > 1: + spacing_status = "PASS" if (pitch >= p_min and gauge >= g_min) else "FAIL" + else: + spacing_status = "PASS" if (pitch >= p_min) else "FAIL" + + self.report_check.append(["Minimum Spacing", spacing_req, spacing_prov, spacing_status]) + + # 2.3.2 Maximum Spacing (Cl. 10.2.3.1) + plate_thk_min = min(plate1_thk_raw, plate2_thk_raw) + p_max = as_int(min(32 * plate_thk_min, 300), 0) + g_max = as_int(min(32 * plate_thk_min, 300), 0) + + max_spacing_req = Math(inline=True) + max_spacing_req.append(NoEscape(r'\begin{aligned}')) + max_spacing_req.append(NoEscape(r'p_{\text{max}} &= \min(32 \cdot t, 300 \text{ mm})\\')) + max_spacing_req.append(NoEscape(r'&= \min(32 \times ' + str(plate_thk_min) + r', 300)\\')) + max_spacing_req.append(NoEscape(r'&= ' + str(p_max) + r' \text{ mm}\\')) + max_spacing_req.append(NoEscape(r'g_{\text{max}} &= \min(32 \cdot t, 300 \text{ mm})\\')) + max_spacing_req.append(NoEscape(r'&= \min(32 \times ' + str(plate_thk_min) + r', 300)\\')) + max_spacing_req.append(NoEscape(r'&= ' + str(g_max) + r' \text{ mm}\\ \\')) + max_spacing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.3.1}]')) + max_spacing_req.append(NoEscape(r'\end{aligned}')) + + max_spacing_prov = Math(inline=True) + max_spacing_prov.append(NoEscape(r'\begin{aligned}')) + max_spacing_prov.append(NoEscape(r'p_{\text{prov}} &= ' + str(pitch) + r' \text{ mm}\\')) + if self.rows > 1: + max_spacing_prov.append(NoEscape(r'g_{\text{prov}} &= ' + str(gauge) + r' \text{ mm}')) + else: + max_spacing_prov.append(NoEscape(r'g_{\text{prov}} &= \text{N/A}')) + max_spacing_prov.append(NoEscape(r'\end{aligned}')) + + if self.rows > 1: + max_spacing_status = "PASS" if (pitch <= p_max and gauge <= g_max) else "FAIL" + else: + max_spacing_status = "PASS" if (pitch <= p_max) else "FAIL" + + self.report_check.append(["Maximum Spacing", max_spacing_req, max_spacing_prov, max_spacing_status]) + + # 2.3.3 Edge Distance (Cl. 10.2.4) + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_hole = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + if "Sheared" in edge_type or "hand flame cut" in edge_type: + e_min_calc = f2(1.7 * d_hole, 0.0) + e_min_multiplier = 1.7 + else: # Rolled, machine-flame cut, sawn and planed + e_min_calc = f2(1.5 * d_hole, 0.0) + e_min_multiplier = 1.5 + + epsilon = math.sqrt(250 / fy) + e_max_calc = f2(12 * plate_thk_min * epsilon, 0.0) + + edge_req = Math(inline=True) + edge_req.append(NoEscape(r'\begin{aligned}')) + edge_req.append(NoEscape(r'e_{\min} &= ' + str(e_min_multiplier) + r' \cdot d_0\\')) + edge_req.append(NoEscape(r'&= ' + str(e_min_multiplier) + r' \times ' + f'{d_hole:.1f}' + r' = ' + f'{e_min_calc:.1f}' + r' \text{ mm}\\')) + edge_req.append(NoEscape(r'e_{\text{max}} &= 12 \cdot t \cdot \varepsilon\\')) + edge_req.append(NoEscape(r'&= 12 \times ' + str(plate_thk_min) + r' \times ' + f'{epsilon:.2f}' + r'\\')) + edge_req.append(NoEscape(r'&= ' + str(e_max_calc) + r' \text{ mm}\\ \\')) + edge_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.4}]')) + edge_req.append(NoEscape(r'\end{aligned}')) + + edge_prov = Math(inline=True) + edge_prov.append(NoEscape(r'e_{\text{prov}} = ' + str(e_dist) + r' \text{ mm}')) + + edge_status = "PASS" if (e_dist >= e_min_calc and e_dist <= e_max_calc) else "FAIL" + self.report_check.append(["Edge Distance", edge_req, edge_prov, edge_status]) + + #=============================== + # Section 2.4: Number of Bolts + #=============================== + self.report_check.append([ + "SubSection", "Number of Bolts Required", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + bolts_req_initial = math.ceil(axial_kN / bolt_final_cap) if bolt_final_cap > 0 else 0 + + bolts_eq = Math(inline=True) + bolts_eq.append(NoEscape(r'\begin{aligned}\\')) + bolts_eq.append(NoEscape(r'n &= \frac{P}{V_{db}}\\\\')) + bolts_eq.append(NoEscape(r'&= \frac{' + str(axial_kN) + r'}{' + str(bolt_final_cap) + r'}\\\\')) + bolts_eq.append(NoEscape(r'&= ' + str(bolts_req_initial) + r' \text{ nos.}\\')) + bolts_eq.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bolts Required", f" {axial_kN:.2f} kN", bolts_eq, ""]) + + #=============================== + # Section 2.5: Bolt Arrangement + #=============================== + self.report_check.append([ + "SubSection", "Bolt Arrangement", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + self.report_check.append([ + "Bolt Pattern", "2", f"Arrangement: {rows} rows Ɨ {cols} columns", "" + ]) + + #================================ + # Section 2.6: Base Metal Strength + #================================ + self.report_check.append([ + "SubSection", "Base Metal Strength", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + if is_comp: + base_req = Math(inline=True) + base_req.append(NoEscape(r'\begin{aligned}\\')) + base_req.append(NoEscape(r'P_d &= \frac{A_g \cdot f_y}{\gamma_{m0}}\\\\')) + base_req.append(NoEscape(r'&= \frac{' + str(A_g) + r' \times ' + str(fy) + r'}{1.10}\\\\')) + base_req.append(NoEscape(r'&= ' + f'{base_metal_capacity_kN:.2f}' + r' \text{ kN}\\')) + base_req.append(NoEscape(r'&[\text{Ref. Cl. 7.1.2}]')) + base_req.append(NoEscape(r'\end{aligned}')) + + base_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", "", base_req, base_status]) + else: + # 1. Gross Section Yielding + yield_req = Math(inline=True) + yield_req.append(NoEscape(r'\begin{aligned}\\')) + yield_req.append(NoEscape(r'T_{dg} &= \frac{A_g \cdot f_y}{\gamma_{m0}}\\\\')) + yield_req.append(NoEscape(r'&= \frac{' + str(A_g) + r' \times ' + str(fy) + r'}{1.10}\\\\')) + yield_req.append(NoEscape(r'&= ' + f'{T_dg:.2f}' + r' \text{ kN}\\')) + yield_req.append(NoEscape(r'&[\text{Ref. Cl. 6.2}]')) + yield_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Gross Section Yield", "", yield_req, ""]) + + # 2. Net Section Rupture + # Back calculate An for display accuracy + # T_dn = 0.9 * An * fu / 1.25 (in kN) + if fu > 0: + An_disp = (T_dn * 1000.0 * 1.25) / (0.9 * fu) + else: + An_disp = 0.0 + + rup_req = Math(inline=True) + rup_req.append(NoEscape(r'\begin{aligned}\\')) + rup_req.append(NoEscape(r'T_{dn} &= \frac{0.9 A_n f_u}{\gamma_{m1}}\\')) + rup_req.append(NoEscape(r'&= \frac{0.9 \times ' + f'{An_disp:.2f}' + r' \times ' + str(fu) + r'}{1.25}\\')) + rup_req.append(NoEscape(r'&= ' + f'{T_dn:.2f}' + r' \text{ kN}\\')) + rup_req.append(NoEscape(r'&[\text{Ref. Cl. 6.3}]')) + rup_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Net Section Rupture", "", rup_req, ""]) + + # 3. Block Shear (Cl 6.4) + # Recalculate areas for report clarity + # Note: We use the same logic as the solver's check_base_metal_strength + n_r = self.rows + p = self.final_pitch + g_val = self.final_gauge + e_val = self.final_end_dist + dia_hole = IS800_2007.cl_10_2_1_bolt_hole_size(d, str(self.bolt.bolt_hole_type)) + + t_min = min(plate1_thk_raw, plate2_thk_raw) + + Avg = t_min * ((n_r - 1) * g_val + e_val) + Avn = t_min * ((n_r - 1) * g_val + e_val - (n_r - 0.5) * dia_hole) + Atg = t_min * e_val + Atn = t_min * (e_val - 0.5 * dia_hole) + + Tdb1 = (Avg * fy / (math.sqrt(3) * 1.10) + 0.9 * Atn * fu / 1.25) / 1000 + Tdb2 = (0.9 * Avn * fu / (math.sqrt(3) * 1.25) + Atg * fy / 1.10) / 1000 + Tdb = min(Tdb1, Tdb2) + + block_req = Math(inline=True) + block_req.append(NoEscape(r'\begin{aligned}')) + block_req.append(NoEscape(r'T_{db1} &= \left( \frac{A_{vg} f_y}{\sqrt{3} \gamma_{m0}} + \frac{0.9 A_{tn} f_u}{\gamma_{m1}} \right)\\')) + block_req.append(NoEscape(r'&= \left( \frac{' + f'{Avg:.0f}' + r' \times ' + str(fy) + r'}{\sqrt{3} \times 1.10} + \frac{0.9 \times ' + f'{Atn:.0f}' + r' \times ' + str(fu) + r'}{1.25} \right)\\')) + block_req.append(NoEscape(r'&= ' + f'{Tdb1:.2f}' + r' \text{ kN}\\\\')) + block_req.append(NoEscape(r'T_{db2} &= \left( \frac{0.9 A_{vn} f_u}{\sqrt{3} \gamma_{m1}} + \frac{A_{tg} f_y}{\gamma_{m0}} \right)\\')) + block_req.append(NoEscape(r'&= \left( \frac{0.9 \times ' + f'{Avn:.0f}' + r' \times ' + str(fu) + r'}{\sqrt{3} \times 1.25} + \frac{' + f'{Atg:.0f}' + r' \times ' + str(fy) + r'}{1.10} \right)\\')) + block_req.append(NoEscape(r'&= ' + f'{Tdb2:.2f}' + r' \text{ kN}\\\\')) + block_req.append(NoEscape(r'T_{db} &= \min(T_{db1}, T_{db2}) = ' + f'{Tdb:.2f}' + r' \text{ kN}\\')) + block_req.append(NoEscape(r'&[\text{Ref. Cl. 6.4.1}]')) + block_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Block Shear", "", block_req, ""]) + + # Governing Strength + base_req = Math(inline=True) + base_req.append(NoEscape(r'\begin{aligned}')) + base_req.append(NoEscape(r'T_d &= \min(T_{dg}, T_{dn}, T_{db})\\')) + base_req.append(NoEscape(r'&= ' + f'{base_metal_capacity_kN:.2f}' + r' \text{ kN}\\')) + base_req.append(NoEscape(r'\end{aligned}')) + + base_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", "", base_req, base_status]) + + #============================= + # Section 2.7: Design Summary + #============================= + self.report_check.append([ + "SubSection", "Design Summary", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + bolt_capacity_total = f2(bolt_final_cap * n_bolts, 0.0) + bolt_ur = axial_kN / bolt_capacity_total if bolt_capacity_total > 0 else 999.0 + + plate_ur = axial_kN / base_metal_capacity_kN if base_metal_capacity_kN > 0 else 999.0 + + # Overall UR is max of both + overall_ur_val = max(bolt_ur, plate_ur) + overall_ur = round(overall_ur_val, 3) + + ur_req = Math(inline=True) + ur_req.append(NoEscape(r'\begin{aligned}\\')) + ur_req.append(NoEscape(r'\text{Bolt Capacity} &= ' + str(bolt_capacity_total) + r' \text{ kN}\\')) + ur_req.append(NoEscape(r'\text{Plate Capacity} &= ' + str(base_metal_capacity_kN) + r' \text{ kN}\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{bolt}} &= \frac{' + str(axial_kN) + r'}{' + str(bolt_capacity_total) + r'}\\')) + ur_req.append(NoEscape(r'&= ' + f'{bolt_ur:.3f}' + r'\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{plate}} &= \frac{' + str(axial_kN) + r'}{' + str(base_metal_capacity_kN) + r'}\\')) + ur_req.append(NoEscape(r'&= ' + f'{plate_ur:.3f}' + r'\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{final}} &= \max(\text{UR}_{\text{bolt}}, \text{UR}_{\text{plate}})\\')) + ur_req.append(NoEscape(r'&= ' + str(overall_ur) + r'\end{aligned}')) + + util_status = "PASS" if overall_ur_val <= 1.0 else "FAIL" + self.report_check.append(["Utilization Ratio", f"{axial_kN:.2f} kN", ur_req, util_status]) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "LapJointBoltedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=self.module + ) + + self.logger.info(f"Report generated successfully: {fname_no_ext}.pdf") + return True + + except Exception as e: + print(f"WARNING in save_design(): {e}") + import traceback + traceback.print_exc() + return False diff --git a/osdag_core/design_type/connection/butt_joint_welded.py b/osdag_core/design_type/connection/butt_joint_welded.py new file mode 100644 index 000000000..ceb2fe98b --- /dev/null +++ b/osdag_core/design_type/connection/butt_joint_welded.py @@ -0,0 +1,1813 @@ +""" +Module: butt_joint_welded.py +roushan +Author: Aman, Tanu Singh, Nishi Kant Mandal, Roushan Raj +======= +Author: Aman, Tanu Singh, Nishi Kant Mandal +FinalSimpleConnection +Date: 2025-06-12 + +Description: + ButtJointWelded is a moment connection module that represents a welded butt joint connection. + It inherits from MomentConnection and follows the same structure and design logic as other + connection modules (e.g., BeamCoverPlate, ColumnCoverPlate) used in Osdag. + +Reference: + - Osdag software guidelines and connection module structure documentation +""" + +import os +import traceback +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...utils.common.is800_2007 import IS800_2007 +from ...utils.common.is800_2007 import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +import logging + +import math + +from PySide6.QtCore import Qt + + +class ButtJointWelded(MomentConnection): + def __init__(self): + super(ButtJointWelded, self).__init__() + self.design_status = False + self.weld_size = None + self.weld_length_provided = None + self.weld_strength = None + self.weld_thickness = None + self.plate_width = None + self.plate_length = None + self.plate_thickness = None + self.weld_type = None + self.weld_material = None + self.weld_fabrication = None + self.weld_angle = None + self.weld_length_effective = None + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + # added this line t.s. + tabs.append((("Weld", TYPE_TAB_2, self.weld_values))) + tabs.append(("Detailing", TYPE_TAB_2, self.detailing_values)) + #tabs.append(("Design", TYPE_TAB_2, self.design_values)) + return tabs + + def tab_value_changed(self): + # No tab value dependencies needed for bolt and detailing + return [] + + def edit_tabs(self): + return [] # Keep original empty implementation + + def input_dictionary_design_pref(self): + design_input = [] + design_input.append(("Weld", TYPE_COMBOBOX, [ + KEY_DP_WELD_TYPE, + KEY_DP_WELD_MATERIAL_G_O + ])) + design_input.append(("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE, + KEY_DP_DETAILING_PACKING_PLATE + ])) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + design_input.append((None, [ + KEY_DP_WELD_TYPE, + KEY_DP_WELD_MATERIAL_G_O, + KEY_DP_DETAILING_EDGE_TYPE, + KEY_DP_DETAILING_PACKING_PLATE + ], '')) + return design_input + + def get_values_for_design_pref(self, key, design_dictionary): + # Get fu value from selected material + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu + else: + fu = '' + + # Default values as per requirements + defaults = { + KEY_DP_WELD_TYPE: "Shop weld", + # Set weld material grade to fu of selected material + KEY_DP_WELD_MATERIAL_G_O: str(fu), + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_PACKING_PLATE: "Yes" + } + return defaults.get(key) + + def design_values(self, input_dictionary): + return [] + + def detailing_values(self, input_dictionary): + values = { + KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', + KEY_DP_DETAILING_PACKING_PLATE: 'Yes', + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + detailing = [] + + # Edge preparation method as per Cl. 10.2.4 of IS:800:2007 + t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, + ['Sheared or hand flame cut', + 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) + detailing.append(t1) + + t49 = (KEY_DP_DETAILING_PACKING_PLATE, KEY_DISP_DP_DETAILING_PACKING_PLATE, TYPE_COMBOBOX, + ['Yes', 'No'], values[KEY_DP_DETAILING_PACKING_PLATE]) + detailing.append(t49) + + t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, + DETAILING_DESCRIPTION_LAPJOINT, None) + detailing.append(t4) + + return detailing + + # def bolt_values(self, input_dictionary): + # values = { + # KEY_DP_BOLT_TYPE: 'Non Pre-tensioned', + # KEY_DP_BOLT_HOLE_TYPE: 'Standard', + # KEY_DP_BOLT_SLIP_FACTOR: '0.3' + # } + + # for key in values.keys(): + # if key in input_dictionary.keys(): + # values[key] = input_dictionary[key] + + # bolt = [] + + # # Bolt type selection + # t1 = (KEY_DP_BOLT_TYPE, "Type", TYPE_COMBOBOX, + # ['Non Pre-tensioned', 'Pre-tensioned'], + # values[KEY_DP_BOLT_TYPE]) + # bolt.append(t1) + + # # Bolt hole type + # t2 = (KEY_DP_BOLT_HOLE_TYPE, "Bolt Hole", TYPE_COMBOBOX, + # ['Standard', 'Over-sized'], + # values[KEY_DP_BOLT_HOLE_TYPE]) + # bolt.append(t2) + + # # Slip factor as per Table 20 of IS 800 + # t3 = (KEY_DP_BOLT_SLIP_FACTOR, "Slip Factor", TYPE_COMBOBOX, + # ['0.3', '0.45', '0.5'], + # values[KEY_DP_BOLT_SLIP_FACTOR]) + # bolt.append(t3) + + # return bolt + + # added weld function + + def weld_values(self, input_dictionary): + # Get fu value from selected material if available + fu = '' + if input_dictionary and KEY_MATERIAL in input_dictionary: + if input_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(input_dictionary[KEY_MATERIAL], 41).fu + + values = { + KEY_DP_WELD_TYPE: 'Shop weld', + # Default to 410 if no material selected + KEY_DP_WELD_MATERIAL_G_O: str(fu) if fu else '410', + } + + # Update values from input dictionary if available + for key in values.keys(): + if input_dictionary and key in input_dictionary: + values[key] = input_dictionary[key] + + weld = [] + + t3 = (KEY_DP_WELD_TYPE, "Type", TYPE_COMBOBOX, + ['Shop weld', 'Field weld'], + values[KEY_DP_WELD_TYPE]) + weld.append(t3) + + t2 = (KEY_DP_WELD_MATERIAL_G_O, "Material Grade Overwrite, Fu (MPa)", TYPE_TEXTBOX, + None, + values[KEY_DP_WELD_MATERIAL_G_O]) + weld.append(t2) + return weld + + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_butt_joint_welded_simple_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop( + unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def input_value_changed(self): + + lst = [] + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, + TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + return lst + # not sure about this function no changes done here -t.s. + + def input_values(self): + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_BUTTJOINTWELDED, + TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t5 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t5) + + t31 = (KEY_PLATE1_THICKNESS, KEY_DISP_PLATE1_THICKNESS, + TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t31) + + t34 = (KEY_PLATE2_THICKNESS, KEY_DISP_PLATE2_THICKNESS, + TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t34) + + t35 = (KEY_PLATE_WIDTH, KEY_DISP_PLATE_WIDTH, + TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t35) + + t6 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, + VALUES_MATERIAL, True, 'No Validator') + options_list.append(t6) + + t36 = (KEY_COVER_PLATE, KEY_DISP_COVER_PLT, TYPE_COMBOBOX, + VALUES_COVER_PLATE, True, 'No Validator') + options_list.append(t36) + + t18 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t18) + + t20 = (KEY_WELD_SIZE, KEY_DISP_WELD_SIZE, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t20) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t17 = (KEY_AXIAL_FORCE, KEY_DISP_AXIAL_FORCE, + TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t17) + + return options_list + + def customized_input(self): + list1 = [] + t11 = (KEY_WELD_SIZE, self.weld_size_customized) + list1.append(t11) + return list1 + + @staticmethod + def weld_size_customized(): + return [str(size) for size in WELD_SIZES] + + def spacing(self, status): + spacing = [] + + t00 = (None, "", TYPE_NOTE, + "Representative Image for Spacing Details - 3 x 3 pattern considered") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_3.png")), 400, 277, ""]) + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, + self.plate.gauge_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, + self.plate.edge_dist_provided if status else '') + spacing.append(t10) + + t111 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, + self.plate.pitch_provided if status else '') + spacing.append(t111) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, + self.plate.end_dist_provided if status else '') + spacing.append(t12) + + return spacing + + def output_values(self, flag): + out_list = [] + # Cover plate details + t44 = (None, DISP_TITLE_COVER_PLATE, TYPE_TITLE, None, True) + out_list.append(t44) + + t22 = (KEY_OUT_UTILISATION_RATIO, KEY_OUT_DISP_UTILISATION_RATIO, TYPE_TEXTBOX, + round(self.utilization_ratio, 3) if flag else '', True) + out_list.append(t22) + + # Calculate cover_type based on planes attribute + cover_type = '' + if flag and hasattr(self, 'planes'): + cover_type = "Double" if self.planes == 2 else "Single" + + t13 = (KEY_OUT_NO_COVER_PLATE, KEY_OUT_DISP_NO_COVER_PLATE, TYPE_TEXTBOX, + cover_type if flag else '', True) + out_list.append(t13) + + t38 = (KEY_OUT_WIDTH_COVER_PLATE, KEY_OUT_DISP_WIDTH_COVER_PLATE, TYPE_TEXTBOX, + self.plates_width if flag else '', True) + out_list.append(t38) + + t28 = (KEY_OUT_LENGTH_COVER_PLATE, KEY_OUT_DISP_LENGTH_COVER_PLATE, TYPE_TEXTBOX, + round(self.weld_length_provided, 1) if flag else '', True) + out_list.append(t28) + + t47 = (KEY_OUT_THICKNESS_COVER_PLATE, KEY_OUT_DISP_THICKNESS_COVER_PLATE, TYPE_TEXTBOX, + self.calculated_cover_plate_thickness if flag else '', True) + out_list.append(t47) + + if hasattr(self, 'packing_thickness') and self.packing_thickness > 0: + t15 = (KEY_PK_PLTHK, KEY_DISP_PK_PLTHK, TYPE_TEXTBOX, + round(self.packing_thickness, 1) if flag else '', True) + out_list.append(t15) + + # Weld details + t21 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) + out_list.append(t21) + + t23 = (KEY_OUT_WELD_TYPE, KEY_OUT_DISP_WELD_TYPE, TYPE_TEXTBOX, + "Fillet" if flag else '', True) + out_list.append(t23) + + t24 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, + round(self.weld_size, 1) if flag else '', True) + out_list.append(t24) + + t25 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH_kN, TYPE_TEXTBOX, + # Convert to kN + round(self.weld_strength/1000, 2) if flag else '', True) + out_list.append(t25) + + t26 = (KEY_OUT_WELD_LENGTH_EFF, KEY_OUT_DISP_WELD_LENGTH_EFF, TYPE_TEXTBOX, + round(self.weld_length_effective, 1) if flag else '', True) + out_list.append(t26) + + t27 = (KEY_OUT_BOLT_CONN_LEN, KEY_OUT_DISP_BOLT_CONN_LEN, TYPE_TEXTBOX, + round(self.weld_length_provided, 1) if flag else '', True) + out_list.append(t27) + + t29 = (KEY_OUT_DESIGN_FOR, KEY_OUT_DISP_DESIGN_FOR, TYPE_TEXTBOX, + self.design_for if flag else '', True) + out_list.append(t29) + + # Populate Hover Dict (Butt Joint Welded) with actual dimensions + plate_length = getattr(self, 'weld_length_provided', 0) + plate_width = getattr(self, 'plates_width', 0) + plate1_thk = float(self.plate1.thickness[0]) if hasattr( + self, 'plate1') and self.plate1 and self.plate1.thickness else 0 + plate2_thk = float(self.plate2.thickness[0]) if hasattr( + self, 'plate2') and self.plate2 and self.plate2.thickness else 0 + cover_thk = getattr(self, 'calculated_cover_plate_thickness', 0) + packing_thk = getattr(self, 'packing_plate_thickness', 0) + + self.hover_dict["Plate 1"] = ( + f"Plate 1
    " + f"Width: {round(float(plate_width), 2) if flag and plate_width else ''} mm
    " + f"Thickness: {round(float(plate1_thk), 2) if flag and plate1_thk else ''} mm" + ) + + self.hover_dict["Plate 2"] = ( + f"Plate 2
    " + f"Width: {round(float(plate_width), 2) if flag and plate_width else ''} mm
    " + f"Thickness: {round(float(plate2_thk), 2) if flag and plate2_thk else ''} mm" + ) + + self.hover_dict["Cover Plate"] = ( + f"Cover Plate
    " + f"Width: {round(float(plate_width), 2) if flag and plate_width else ''} mm
    " + f"Thickness: {round(float(cover_thk), 2) if flag and cover_thk else ''} mm" + ) + + # Packing plate - only show if thickness > 0 + if flag and packing_thk > 0: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Width: {round(float(plate_width), 2)} mm
    " + f"Thickness: {round(float(packing_thk), 2)} mm" + ) + else: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Not required for this configuration" + ) + + self.hover_dict["Plate 2"] = ( + f"Plate 2
    " + f"Width: {round(float(plate_width), 2) if flag and plate_width else ''} mm
    " + f"Thickness: {round(float(plate2_thk), 2) if flag and plate2_thk else ''} mm" + ) + + self.hover_dict["Cover Plate"] = ( + f"Cover Plate
    " + f"Width: {round(float(plate_width), 2) if flag and plate_width else ''} mm
    " + f"Thickness: {round(float(cover_thk), 2) if flag and cover_thk else ''} mm" + ) + + # Packing plate - only show if thickness > 0 + if flag and packing_thk > 0: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Width: {round(float(plate_width), 2)} mm
    " + f"Thickness: {round(float(packing_thk), 2)} mm" + ) + else: + self.hover_dict["Packing Plate"] = ( + f"Packing Plate
    " + f"Not required for this configuration" + ) + + self.hover_dict["Weld"] = ( + f"Fillet Weld
    " + f"Size: {round(float(self.weld_size), 1) if flag and self.weld_size else ''} mm
    " + f"Type: {'Shop weld' if flag else ''}
    " + f"Effective Length: {round(float(self.weld_length_effective), 1) if flag and hasattr(self, 'weld_length_effective') and self.weld_length_effective else ''} mm" + ) + + return out_list + + @staticmethod + def module_name(): + return KEY_DISP_BUTTJOINTWELDED + + def get_3d_components(self): + """Get 3D components for visualization""" + components = [] + t1 = ('Model', self.call_3DModel) + components.append(t1) + t2 = ('Plate 1', self.call_3DPlate1) + components.append(t2) + t3 = ('Plate 2', self.call_3DPlate2) + components.append(t3) + t4 = ('Cover Plate', self.call_3DCoverPlate) + components.append(t4) + t5 = ('Welds', self.call_3DWeld) + components.append(t5) + return components + + def call_3DModel(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Model': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Model", bgcolor) + + def call_3DPlate1(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 1': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 1', bgcolor) + + def call_3DPlate2(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 2': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 2', bgcolor) + + def call_3DCoverPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Cover Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Cover Plate', bgcolor) + + def call_3DWeld(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Welds': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Welds', bgcolor) + + def func_for_validation(self, design_dictionary): + + all_errors = [] + "check valid inputs and empty inputs in input dock" + self.design_status = False + flag = False + flag1 = False + flag2 = False + + option_list = self.input_values() + missing_fields_list = [] + + # print(f'\n func_for_validation option list = {option_list}' + # f'\n design_dictionary {design_dictionary}') + + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + + missing_fields_list.append(option[1]) + else: + if option[2] == TYPE_TEXTBOX and option[0] == KEY_PLATE_WIDTH: + + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + + if option[2] == TYPE_TEXTBOX and option[0] == KEY_AXIAL_FORCE: + + if math.isclose(float(design_dictionary[option[0]]), 0.0, abs_tol=1e-9): + error = "Input value for Axial Force must be non-zero." + all_errors.append(error) + else: + flag2 = True + else: + pass + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string( + missing_fields_list) + all_errors.append(error) + else: + flag = True + + print(f'flag = {flag}, flag1 = {flag1}, flag2 = {flag2}') + if flag and flag1 and flag2: + self.set_input_values(design_dictionary) + else: + return all_errors + + def set_input_values(self, design_dictionary): + "initialisation of components required to design a butt joint welded along with connection" + # Call parent class's set_input_values with default values if not provided + design_dictionary_with_defaults = design_dictionary.copy() + if KEY_SHEAR not in design_dictionary_with_defaults: + # Default shear value if not provided + design_dictionary_with_defaults[KEY_SHEAR] = 0.0 + if KEY_AXIAL not in design_dictionary_with_defaults: + # Default axial value if not provided + design_dictionary_with_defaults[KEY_AXIAL] = 0.0 + if KEY_MOMENT not in design_dictionary_with_defaults: + # Default moment value if not provided + design_dictionary_with_defaults[KEY_MOMENT] = 0.0 + + # Call parent class method correctly + super(ButtJointWelded, self).set_input_values( + design_dictionary_with_defaults) + print(design_dictionary, + "input values are set. Doing preliminary member checks") + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = "Butt Joint Welded Connection" + + # self.plate_thickness = [3,4,6,8,10,12,14,16,20,22,24,25,26,28,30,32,36,40,45,50,56,63,80] + self.main_material = design_dictionary[KEY_MATERIAL] + # Design mode: default to Tension if not provided + # self.design_for = design_dictionary.get(KEY_DESIGN_FOR, 'Tension') + # Axial force: prefer KEY_AXIAL_FORCE, fallback to KEY_AXIAL, then KEY_TENSILE_FORCE + axial_kN_str = design_dictionary.get(KEY_AXIAL_FORCE, + design_dictionary.get(KEY_AXIAL, + design_dictionary.get(KEY_TENSILE_FORCE, 0))) + + if float(axial_kN_str) < 0: + self.design_for = 'Compression' + else: + self.design_for = 'Tension' + + self.axial_force = abs(float(axial_kN_str)) * \ + 1000 # N, always positive magnitude + # Maintain backward compatibility: many methods use tensile_force name + self.tensile_force = self.axial_force + self.width = design_dictionary[KEY_PLATE_WIDTH] + + # print(self.sizelist) + self.efficiency = 0.0 + self.K = 1 + self.count = 0 + self.plate1 = Plate(thickness=[design_dictionary[KEY_PLATE1_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + self.plate2 = Plate(thickness=[design_dictionary[KEY_PLATE2_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + + self.weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], + type=design_dictionary[KEY_DP_WELD_TYPE], + fabrication=design_dictionary.get(KEY_DP_FAB_SHOP, KEY_DP_FAB_SHOP)) + # Set weld size after creating the weld object + self.weld.size = design_dictionary[KEY_WELD_SIZE] + # Start design process + print("input values are set. Doing preliminary member checks") + self.member_design_status = False + self.max_limit_status_1 = False + self.max_limit_status_2 = False + self.weld_design_status = False + self.thick_design_status = False + self.plate_design_status = False + + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + Tmin = min(plate1_thk, plate2_thk) + cover_plate_type_str = design_dictionary[KEY_COVER_PLATE] + self.cover_plate_type = cover_plate_type_str # Store for CAD generation + + # Cover plate and packing plate logic as per documentation + available_thicknesses = [float(thk) for thk in PLATE_THICKNESS_SAIL] + if "double" in cover_plate_type_str.lower(): + self.planes = 2 + # Double cover plate thickness as per Eq. 3.2 + Tcp = math.ceil((9.0 / 16.0) * Tmin) + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + + # Packing plate logic as per Cl. 10.3.3.2 + if abs(plate1_thk - plate2_thk) > 0.001: + self.packing_plate_thickness = abs(plate1_thk - plate2_thk) + else: + self.packing_plate_thickness = 0.0 + + elif "single" in cover_plate_type_str.lower(): + self.planes = 1 + # Single cover plate thickness as per Eq. 3.1 + Tcp = math.ceil((5.0 / 8.0) * Tmin) + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + self.packing_plate_thickness = 0.0 + + else: + self.planes = 1 + Tcp = Tmin + self.calculated_cover_plate_thickness = min( + [thk for thk in available_thicknesses if thk >= Tcp], + default=Tcp + ) + self.packing_plate_thickness = 0.0 + + self.leg_size = 0 + self.yield_strength = 0 + self.partial_safety_factor = 0 + self.max_weld_size = 0 + # change from here + self.final_pitch = 0 + self.final_end_dist = 0 + self.final_edge_dist = 0 + self.final_gauge = 0 + self.rows = 0 + self.cols = 0 + self.len_conn = 0 + self.max_gauge_round = 0 + self.max_pitch_round = 0 + self.utilization_ratio = 0 + self.bij = 0 + self.blg = 0 + self.cover_plate = design_dictionary[KEY_COVER_PLATE] + + # Start design process + self.design_of_weld(design_dictionary) + + # ========================DESIGN OF WELD================================================================== + def design_of_weld(self, design_dictionary): + """Design sequence for welded butt joint""" + self.logger.info( + ": =========== Design for Welded Butt Joint ===========") + self.logger.info(": Design Approach - IS 800:2007 Clause 10") + + # Track individual utilization ratios + self.utilization_ratios = {} + + # Get the raw weld size input + weld_size = design_dictionary[KEY_WELD_SIZE] + + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + Tmin = min(plate1_thk, plate2_thk) + s_min = IS800_2007.cl_10_5_2_3_min_weld_size(plate1_thk, plate2_thk) + s_max = Tmin - 1.5 + + # If 'all' is selected, pick the first valid weld size as per IS 800:2007 + if isinstance(weld_size, str) and weld_size.lower() == 'all': + valid_sizes = [s for s in ALL_WELD_SIZES if s_min <= s <= s_max] + if valid_sizes: + self.weld_size = float(valid_sizes[0]) + else: + self.weld_size = None + else: + # Customized selection: could be a list of My_ListWidgetItem or direct value + values_to_process = weld_size + float_weld_sizes = [] + if isinstance(values_to_process, list): + for item in values_to_process: + try: + # Handle My_ListWidgetItem or similar objects + if hasattr(item, 'text') and callable(item.text): + text_val = item.text() + float_weld_sizes.append(float(text_val)) + elif isinstance(item, (str, int, float)): + float_weld_sizes.append(float(item)) + except Exception: + continue + # Use the first valid customized value within IS limits + valid_custom = [ + s for s in float_weld_sizes if s_min <= s <= s_max] + if valid_custom: + self.weld_size = float(valid_custom[0]) + else: + self.weld_size = None + else: + # Single value (customized) + try: + if hasattr(values_to_process, 'text') and callable(values_to_process.text): + self.weld_size = float(values_to_process.text()) + else: + self.weld_size = float(values_to_process) + # Check IS limits + if not (s_min <= self.weld_size <= s_max): + self.weld_size = None + except Exception: + self.weld_size = None + + # Ensure weld_size is set before using it + if self.weld_size is None: + self.logger.error( + ": weld_size is not set. Cannot proceed with weld design.") + self.design_status = False + self.logger.error( + ": Design status: UNSAFE due to missing or invalid weld size.") + self.logger.info(": =========End Of Design===========") + return + + # Return the selected weld size for output if needed + self.selected_weld_size = self.weld_size + + self.effective_throat_thickness = 0.707 * self.weld_size + self.fu = float(design_dictionary[KEY_DP_WELD_MATERIAL_G_O]) + weld_type = design_dictionary[KEY_DP_WELD_TYPE] + if weld_type == "Shop weld": + self.gamma_mw = 1.25 + else: + self.gamma_mw = 1.50 + self.weld_design_strength = self.fu / (math.sqrt(3) * self.gamma_mw) + self.weld_length(design_dictionary) + self.weld_strength_verification(design_dictionary) + self.long_joint_reduction_factor() + self.check_base_metal_strength(design_dictionary) + self.calculate_final_utilization_ratio() + + def weld_length(self, design_dictionary): + self.plates_width = float(design_dictionary[KEY_PLATE_WIDTH]) + # Use the weld_size that was already processed in design_of_weld + # self.weld_size = float(design_dictionary[KEY_WELD_SIZE]) # This line is no longer needed + self.cover_plate = design_dictionary[KEY_COVER_PLATE] + # Dictionary to store output values for UI display + self.output_values_dict = {} + self.material = design_dictionary[KEY_MATERIAL] + self.fu = float(design_dictionary[KEY_DP_WELD_MATERIAL_G_O]) + self.weld_type = design_dictionary[KEY_DP_WELD_TYPE] + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + + # Calculate minimum and maximum weld sizes + self.s_min = IS800_2007.cl_10_5_2_3_min_weld_size( + plate1_thk, plate2_thk) + Tmin = min(plate1_thk, plate2_thk) + self.s_max = Tmin - 1.5 + + # Check weld size constraints + # self.logger.info(": Checking weld size requirements as per IS 800:2007") + # self.logger.info(": Minimum weld size required (s_min) = {} mm [Ref. Table 21, Cl.10.5.2.3]".format(self.s_min)) + # self.logger.info(": Maximum allowed weld size (s_max) = {} mm [Ref. Cl.10.5.3.1]".format(self.s_max)) + # self.logger.info(": Selected weld size = {} mm".format(self.weld_size)) + + if self.weld_size < self.s_min or self.weld_size > self.s_max: + self.design_status = False + if self.weld_size < self.s_min: + self.logger.error(": Weld size fails: Size {} mm is less than minimum required {} mm".format( + self.weld_size, self.s_min)) + self.logger.info( + ": Design action required: Increase the weld size to at least {} mm".format(self.s_min)) + else: + self.logger.error(": Weld size fails: Size {} mm exceeds maximum allowed {} mm".format( + self.weld_size, self.s_max)) + self.logger.info( + ": Design action required: Decrease the weld size to at most {} mm".format(self.s_max)) + self.logger.error(": Design status: UNSAFE") + self.logger.info(": =========End Of Design===========") + return + + # Calculate weld length since size is acceptable + if "shop weld" in self.weld_type.lower(): + self.gamma_mw = 1.25 + else: + self.gamma_mw = 1.50 + + # Design strength of weld + self.f_w = self.fu / (math.sqrt(3) * self.gamma_mw) + + if "single" in self.cover_plate.lower(): + self.N_f = 1 # Number of welds + else: + self.N_f = 2 # Double cover plate means two weld interfaces + + # Calculate required weld length + self.L_req = self.tensile_force / \ + (self.N_f * 0.707 * self.weld_size * self.f_w) + + # Check if straight weld is sufficient + if self.L_req <= self.plates_width: + self.logger.info( + ": Straight weld will be provided as required length is less than plate width") + self.weld_length_provided = self.plates_width + self.weld_length_effective = self.weld_length_provided + self.weld_angle = 0 + self.side_weld_length = 0 + + else: + # Calculate skewed weld parameters + L_target = self.L_req / self.N_f # Required length per weld line + + # Calculate skew angle + self.weld_angle = math.degrees( + math.atan((L_target - self.plates_width)/(2 * self.plates_width))) + + # Constrain angle between 20-60 degrees + if self.weld_angle < 20: + self.weld_angle = 20 + elif self.weld_angle > 60: + self.weld_angle = 60 + + # Calculate provided length per weld line with skew + L_provided_line = self.plates_width + 2 * \ + self.plates_width * math.tan(math.radians(self.weld_angle)) + L_provided_total = self.N_f * L_provided_line + + # Check if side welds are needed + if L_provided_total < self.L_req: + # Calculate required side weld length + L_side = (self.L_req - L_provided_total) / self.N_f + + # Calculate minimum return weld length + # As per IS 800:2007 Cl 10.5.10.2 + min_return = max(2 * self.weld_size, 10) + L_side = max(L_side, min_return) + + self.side_weld_length = L_side + else: + self.side_weld_length = 0 + + self.weld_length_provided = L_provided_total + self.weld_length_effective = L_provided_total + \ + (2 * self.side_weld_length * self.N_f) + + self.logger.info( + ": Skewed weld will be provided with angle {:.2f} degrees".format(self.weld_angle)) + + # Update output values for UI display + self.output_values_dict[KEY_OUT_WELD_LENGTH] = self.weld_length_effective + + def weld_strength_verification(self, design_dictionary): + """Verify weld strength and calculate utilization""" + self.logger.info(": =========== Checking Weld Strength ===========") + + # Use the weld_size that was already processed in design_of_weld + # self.weld_size = float(design_dictionary[KEY_WELD_SIZE]) # This line is no longer needed + + # Ensure we have weld_length_provided from previous calculation + if not hasattr(self, 'weld_length_provided'): + self.logger.error( + ": Weld length must be calculated before strength verification") + self.design_status = False + return + + # Calculate effective length by subtracting 2 times weld size from provided length + self.weld_length_effective = self.weld_length_provided - \ + (2 * self.weld_size) + + self.logger.info(": Checking minimum length requirements...") + # Check if effective length meets minimum requirement of 4 times weld size + min_length = 4 * self.weld_size + if self.weld_length_effective < min_length: + self.design_status = False + self.logger.error(": Effective weld length {} mm is less than minimum required length {} mm [Ref. Cl.10.5.4, IS 800:2007]".format( + round(self.weld_length_effective, 2), round(min_length, 2))) + self.logger.info(": Increase the weld length or size") + return + else: + self.logger.info(": Minimum length requirement satisfied") + + # Calculate weld strength + self.weld_strength = self.f_w * 0.707 * \ + self.weld_size * self.weld_length_effective * self.N_f + + # Calculate weld utilization ratio + weld_utilization = self.axial_force / self.weld_strength + self.utilization_ratios['weld'] = weld_utilization + + # self.logger.info(": Weld Strength Calculation Results:") + # self.logger.info(": Design strength of weld (f_w) = {} N/mmĀ²".format(round(self.f_w, 2))) + # self.logger.info(": Effective throat thickness = {} mm".format(round(0.707 * self.weld_size, 2))) + # self.logger.info(": Weld size = {} mm".format(self.weld_size)) + # self.logger.info(": Effective length = {} mm".format(round(self.weld_length_effective, 2))) + # self.logger.info(": Number of weld interfaces = {}".format(self.N_f)) + # self.logger.info(": Calculated weld strength = {} kN".format(round(self.weld_strength/1000, 2))) + # self.logger.info(": Required tensile force = {} kN".format(round(self.tensile_force/1000, 2))) + # self.logger.info(": Weld utilization ratio = {}".format(round(weld_utilization, 3))) + + if weld_utilization > 1: + self.logger.error(": Weld strength is insufficient") + self.logger.info(": Increase weld size or length") + else: + self.logger.info(": Weld strength is adequate") + + def long_joint_reduction_factor(self): + """Calculate reduction factor for long joints according to IS 800:2007 Cl. 10.5.7.1(b)""" + + # Calculate effective throat thickness + a = 0.707 * self.weld_size + + # Check if reduction is needed + if self.weld_length_effective <= 150 * a: + self.beta_L = 1.0 + self.logger.info( + ": No reduction for long joints required as length is less than 150 times throat thickness") + return + + # Calculate reduction factor + self.beta_L = 1.2 - (0.2 * self.weld_length_effective)/(150 * a) + + # Ensure minimum value of 0.8 + self.beta_L = max(0.8, self.beta_L) + + # Adjust weld design strength and recalculate utilization + self.f_w_adjusted = self.f_w * self.beta_L + + # Recalculate weld strength with reduction factor + self.weld_strength_reduced = self.f_w_adjusted * 0.707 * \ + self.weld_size * self.weld_length_effective * self.N_f + + # Update weld utilization with reduced strength + weld_utilization_reduced = self.axial_force / self.weld_strength_reduced + # Update the utilization ratio + self.utilization_ratios['weld'] = weld_utilization_reduced + + # self.logger.info(": Long joint reduction check results:") + # self.logger.info(": Long joint reduction factor Ī²L = {}".format(round(self.beta_L, 2))) + # self.logger.info(": Original weld design strength = {} N/mmĀ²".format(round(self.f_w, 2))) + # self.logger.info(": Adjusted weld design strength = {} N/mmĀ²".format(round(self.f_w_adjusted, 2))) + # self.logger.info(": Updated weld utilization ratio = {}".format(round(weld_utilization_reduced, 3))) + + def check_base_metal_strength(self, design_dictionary): + """Check strength of base metal according to IS 800:2007. + Tension: yielding and rupture (Cl. 6). Compression: gross yielding (Cl. 7). + """ + + # Extract material properties and handle material grade strings + material_grade = design_dictionary[KEY_MATERIAL] + # Extract numeric value from material grade string (e.g. "E 165 (Fe 290)" -> 165) + try: + # Extract the number after 'E' (e.g. "E 165" -> 165) + self.fy = float(material_grade.split('(')[0].strip().split()[-1]) + + # For custom grades, try direct conversion + if material_grade.startswith('Custom'): + self.fy = float(material_grade.split('_')[1]) + except (ValueError, IndexError): + self.logger.error( + f": Invalid material grade format: {material_grade}") + self.design_status = False + return + + self.fu = float(design_dictionary[KEY_DP_WELD_MATERIAL_G_O]) + + # Partial safety factors + self.gamma_m0 = 1.10 # For yielding + self.gamma_m1 = 1.25 # For rupture + + # Calculate areas + Tmin = min(float(design_dictionary[KEY_PLATE1_THICKNESS]), + float(design_dictionary[KEY_PLATE2_THICKNESS])) + self.A_g = Tmin * self.plates_width + self.A_n = self.A_g # For welded joints, net area equals gross area + + if self.design_for == 'Compression': + # Compression: use gross area yielding (buckling is member-level, not joint) + self.T_db = self.A_g * self.fy / self.gamma_m0 + base_metal_utilization = self.axial_force / self.T_db + else: + # Tension: yielding and rupture, take minimum + T_dy = self.A_g * self.fy / self.gamma_m0 + T_du = 0.9 * self.A_n * self.fu / self.gamma_m1 + self.T_db = min(T_dy, T_du) + base_metal_utilization = self.axial_force / self.T_db + self.utilization_ratios['base_metal'] = base_metal_utilization + + # self.logger.info(": Base Metal Strength Results:") + # self.logger.info(": Material yield strength (fy) = {} N/mmĀ²".format(round(self.fy, 2))) + # self.logger.info(": Material ultimate strength (fu) = {} N/mmĀ²".format(round(self.fu, 2))) + # self.logger.info(": Gross section area = {} mmĀ²".format(round(self.A_g, 2))) + # self.logger.info(": Net section area = {} mm".format(round(self.A_n, 2))) + # self.logger.info(": Tensile strength - Yielding = {} kN".format(round(T_dy/1000, 2))) + # self.logger.info(": Tensile strength - Rupture = {} kN".format(round(T_du/1000, 2))) + # self.logger.info(": Design strength of base metal = {} kN".format(round(self.T_db/1000, 2))) + # self.logger.info(": Required tensile force = {} kN".format(round(self.tensile_force/1000, 2))) + # self.logger.info(": Base metal utilization ratio = {}".format(round(base_metal_utilization, 3))) + + if base_metal_utilization > 1: + if self.design_for == 'Compression': + self.logger.error( + ": Base metal strength in compression is insufficient [cl. 7, IS 800:2007]") + else: + self.logger.error( + ": Base metal strength in tension is insufficient [cl. 6, IS 800:2007]") + else: + if self.design_for == 'Compression': + self.logger.info( + ": Base metal strength in compression is adequate") + else: + self.logger.info( + ": Base metal strength in tension is adequate") + + def calculate_final_utilization_ratio(self): + """Calculate final utilization ratio and set design status after all component checks""" + self.logger.info(": =========== Final Design Check ===========") + + if not hasattr(self, 'utilization_ratios'): + self.logger.error( + ": Cannot calculate final utilization ratio - component checks incomplete") + self.design_status = False + return + + # Get maximum utilization ratio across all components + self.utilization_ratio = max(self.utilization_ratios.values()) + + # self.logger.info(": Design Status Summary:") + # self.logger.info(": Weld utilization ratio: {}".format(round(self.utilization_ratios['weld'], 3))) + # self.logger.info(": Base metal utilization ratio: {}".format(round(self.utilization_ratios['base_metal'], 3))) + # self.logger.info(": Overall utilization ratio: {}".format(round(self.utilization_ratio, 3))) + + # Design is safe only if all utilization ratios are < 1.0 + if self.utilization_ratio > 1.0: + self.design_status = False + self.logger.error(": =========== Design is UNSAFE ===========") + + # Log which component caused the failure + critical_component = max( + self.utilization_ratios.items(), key=lambda x: x[1])[0] + self.logger.error(": {} utilization ratio ({:.3f}) exceeds allowable limit of 1.0".format( + critical_component.title(), self.utilization_ratio)) + + recommendations = { + 'weld': ": Consider increasing weld size or length", + 'base_metal': ": Consider increasing plate dimensions or using higher grade material" + } + self.logger.info(recommendations[critical_component]) + else: + self.design_status = True + self.logger.info(": =========== Design is SAFE ===========") + self.logger.info( + ": All utilization ratios are within acceptable limits") + + self.logger.info(": ==========End Of Design===========\n") + + def save_design(self, popup_summary): + """ + Generate the LaTeX design report for Welded Butt Joint Connection + per IS 800:2007 following DDCL structure. + """ + try: + # ======================================= + # =========== HELPER FUNCTIONS ========== + # ======================================= + def g(attr, default=None): + """Get attribute value with default""" + v = getattr(self, attr, default) + return default if v is None else v + + def f2(x, default=0.0): + """Format to 2 decimal places""" + try: + return round(float(x), 2) + except (TypeError, ValueError): + return default + + # ================================================ + # =========== EXTRACT ALL DESIGN VALUES ========== + # ================================================ + module = g('module', 'Butt Joint Welded Connection') + mainmodule = 'Plated Connection' + design_for = g('design_for', 'Tension').strip() + is_comp = design_for.lower().startswith('c') + edge_type = g('edgetype', 'Sheared or hand flame cut') + + # Plate properties + plate1_thk = f2(self.plate1.thickness[0] if isinstance( + self.plate1.thickness, list) else self.plate1.thickness, 0.0) + plate2_thk = f2(self.plate2.thickness[0] if isinstance( + self.plate2.thickness, list) else self.plate2.thickness, 0.0) + plate_thk_min = min(plate1_thk, plate2_thk) + width = f2(g('width', g('plates_width', 0.0)), 0.0) + fy = f2(self.plate1.fy if hasattr(self, 'plate1') else 250, 250) + fu = f2(self.plate1.fu if hasattr(self, 'plate1') else 410, 410) + + # Use stored values for strength calculation variables + fu_weld = g('fu', float(g('weld.fu', 410))) + + # Load + axial_force_N = f2( + g('axial_force', g('axialforce', g('tensileforce', 0.0))), 0.0) + axial_kN = f2(axial_force_N / 1000, 0.0) + + # Cover plate + cover_plate_str = g('cover_plate', g( + 'cover_plate_type', 'Single-Cover')) + N_f = 2 if "double" in cover_plate_str.lower() else 1 + cover_thk = f2(g('calculated_cover_plate_thickness', 0.0), 0.0) + packing_thk = f2(g('packing_plate_thickness', + g('packing_thickness', 0.0)), 0.0) + + # Weld properties + weld_size = f2(g('weld_size', g('weldsize', 0.0)), 0.0) + weld_type = g('weld.type', 'Shop weld') + weld_fabrication = g('weld.fabrication', 'Shop Weld') + gamma_mw = 1.25 if 'shop' in weld_type.lower() else 1.50 + + # Effective throat thickness + effective_throat = f2( + g('effective_throat_thickness', 0.707 * weld_size), 0.0) + + # Weld lengths - get from object attributes + L_req = f2(g('L_req', 0.0), 0.0) + L_eff_provided = f2(g('weld_length_effective', 0.0), 0.0) + L_provided_line = f2( + g('weld_length_provided', 0.0), 0.0) # Per weld line + L_eff_min = f2(max(4 * weld_size, 40), 0.0) + + # Skew angle and side welds + skew_angle = f2(g('weld_angle', 0.0), 0.0) + side_weld_len = f2(g('side_weld_length', 0.0), 0.0) + + # Calculate L_target per weld line + L_target = f2(L_req / N_f if N_f > 0 else L_req, 0.0) + + # Long joint reduction factor + beta_L = f2(g('beta_L', g('betalw', 1.0)), 1.0) + + # Base metal capacity - FIXED: Now calculates both Tdg and Tdn + Ag = plate_thk_min * width + gamma_m0 = 1.10 + gamma_m1 = 1.25 + + # Always calculate both for tension case + Tdg = f2((Ag * fy / gamma_m0) / 1000, 0.0) + Tdn = f2((0.9 * Ag * fu / gamma_m1) / 1000, 0.0) + + if is_comp: + base_metal_capacity_kN = Tdg # Only yielding for compression + else: + base_metal_capacity_kN = f2(min(Tdg, Tdn), 0.0) + + # Weld strength - should use f_w_adjusted if beta_L applied + f_w = fu_weld / (math.sqrt(3) * gamma_mw) + f_w_adjusted = f2(f_w * beta_L, 0.0) + + # Weld capacity using adjusted strength + weld_strength_N = f2( + f_w_adjusted * effective_throat * L_eff_provided * N_f, 0.0) + weld_strength_kN = f2(weld_strength_N / 1000, 0.0) + + # ==================================================== + # =========== BUILD REPORT INPUT DICTIONARY ========== + # ==================================================== + self.report_input = { + KEY_MODULE: module, + KEY_MAIN_MODULE: mainmodule, + KEY_DISP_DESIGN_FOR: design_for, + f"Thickness of Plate-1 (mm) *": plate1_thk, + f"Thickness of Plate-2 (mm) *": plate2_thk, + KEY_DISP_PLATE_WIDTH: width, + KEY_DISP_MATERIAL: g('main_material', g('mainmaterial', 'N/A')), + KEY_DISP_COVER_PLT: cover_plate_str, + KEY_DISP_WELD_SIZE: weld_size, + f"{'Tensile' if not is_comp else 'Axial'} Force (kN) *": axial_kN, + "Additional inputs": "TITLE", + "Edge Preparation Method": edge_type, + KEY_DISP_DP_WELD_TYPE: weld_fabrication, + KEY_DISP_DP_WELD_MATERIAL_G_O_REPORT: f2(fu_weld, 410), + } + + # ========== BUILD REPORT CHECK ========== + self.report_check = [] + + # ========================================================================== + # SECTION 3.1: COVER PLATE DESIGN + # ========================================================================== + self.report_check.append([ + "SubSection", "Cover Plate Design", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # FIXED ISSUE 1: Correct fraction display + if N_f == 2: # Double cover + tcp_numerator = 9 + tcp_denominator = 16 + tcp_req = f2((9.0 / 16.0) * plate_thk_min, 0.0) + else: # Single cover + tcp_numerator = 5 + tcp_denominator = 8 + tcp_req = f2((5.0 / 8.0) * plate_thk_min, 0.0) + + tcp_calc = Math(inline=True) + tcp_calc.append(NoEscape(r'\begin{aligned}')) + tcp_calc.append(NoEscape(r'T_{cp} &\geq \frac{' + str( + tcp_numerator) + r'}{' + str(tcp_denominator) + r'} \times T_{min}\\')) + tcp_calc.append(NoEscape(r'&\geq \frac{' + str(tcp_numerator) + r'}{' + str( + tcp_denominator) + r'} \times ' + str(plate_thk_min) + r'\\')) + tcp_calc.append( + NoEscape(r'&\geq ' + str(tcp_req) + r' \text{ mm}\\')) + tcp_calc.append(NoEscape(r'\end{aligned}')) + + tcp_prov = Math(inline=True) + tcp_prov.append( + NoEscape(r'T_{cp} = ' + str(cover_thk) + r' \text{ mm}')) + + tcp_status = "PASS" if cover_thk >= tcp_req else "FAIL" + self.report_check.append( + ["Cover Plate Thickness", tcp_calc, tcp_prov, tcp_status]) + + # Packing plate requirement (if applicable) + if abs(plate1_thk - plate2_thk) > 0.001 and N_f == 2: + packing_calc = Math(inline=True) + packing_calc.append(NoEscape(r'\begin{aligned}')) + packing_calc.append(NoEscape(r'T_{pack} &= |t_1 - t_2|\\')) + packing_calc.append( + NoEscape(r'&= |' + str(plate1_thk) + r' - ' + str(plate2_thk) + r'|\\')) + packing_calc.append( + NoEscape(r'&= ' + str(packing_thk) + r' \text{ mm}\\')) + packing_calc.append(NoEscape(r'\end{aligned}')) + + packing_prov = Math(inline=True) + packing_prov.append( + NoEscape(str(packing_thk) + r' \text{ mm}')) + + self.report_check.append( + ["Packing Plate", packing_calc, packing_prov, "PASS"]) + + # ========================================================================== + # SECTION 3.2: WELD DESIGN + # ========================================================================== + self.report_check.append([ + "SubSection", "Weld Design", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Minimum and maximum weld size + s_min = IS800_2007.cl_10_5_2_3_min_weld_size( + plate1_thk, plate2_thk) + s_max = f2(plate_thk_min - 1.5, 0.0) + + size_check_req = Math(inline=True) + size_check_req.append(NoEscape(r'\begin{aligned}')) + size_check_req.append( + NoEscape(r's_{min} &= ' + str(s_min) + r' \text{ mm}\\')) + size_check_req.append( + NoEscape(r'&[\text{Table 21, IS 800:2007}]\\')) + size_check_req.append(NoEscape(r's_{max} &= T_{min} - 1.5\\')) + size_check_req.append( + NoEscape(r'&= ' + str(plate_thk_min) + r' - 1.5\\')) + size_check_req.append( + NoEscape(r'&= ' + str(s_max) + r' \text{ mm}\\')) + size_check_req.append( + NoEscape(r'&[\text{Ref. Cl. 10.5.2.3, 10.5.2.4}]')) + size_check_req.append(NoEscape(r'\end{aligned}')) + + size_check_prov = Math(inline=True) + size_check_prov.append( + NoEscape(r's = ' + str(weld_size) + r' \text{ mm}')) + + size_status = "PASS" if (s_min <= weld_size <= s_max) else "FAIL" + self.report_check.append( + ["Weld Size Check", size_check_req, size_check_prov, size_status]) + + # Effective throat thickness + throat_calc = Math(inline=True) + throat_calc.append(NoEscape(r'\begin{aligned}')) + throat_calc.append(NoEscape(r'a &= 0.707 \times s\\')) + throat_calc.append( + NoEscape(r'&= 0.707 \times ' + str(weld_size) + r'\\')) + throat_calc.append( + NoEscape(r'&= ' + str(effective_throat) + r' \text{ mm}\\')) + throat_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Effective Throat", "", throat_calc, ""]) + + # Design strength of weld + weld_strength_calc = Math(inline=True) + weld_strength_calc.append(NoEscape(r'\begin{aligned}\\')) + weld_strength_calc.append( + NoEscape(r'f_{wd} &= \frac{f_u}{\sqrt{3} \times \gamma_{mw}}\\\\')) + weld_strength_calc.append(NoEscape( + r'&= \frac{' + str(f2(fu_weld)) + r'}{\sqrt{3} \times ' + str(gamma_mw) + r'}\\\\')) + weld_strength_calc.append( + NoEscape(r'&= ' + f'{f_w:.2f}' + r' \text{ N/mm}^2\\')) + weld_strength_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Design Strength", "", weld_strength_calc, ""]) + + # ========================================================================== + # SECTION 3.3: REQUIRED WELD LENGTH + # ========================================================================== + self.report_check.append([ + "SubSection", "Required Weld Length", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Calculate Lreq in Required column, check condition in Provided column + length_req_calc = Math(inline=True) + length_req_calc.append(NoEscape(r'\begin{aligned}\\')) + length_req_calc.append( + NoEscape(r'L_{req} &= \frac{P_N}{f_{wd} \times a \times n_f}\\\\')) + length_req_calc.append(NoEscape(r'&= \frac{' + str(int(axial_force_N)) + r'}{' + + f'{f_w:.2f}' + r' \times ' + str(effective_throat) + r' \times ' + str(N_f) + r'}\\\\')) + length_req_calc.append( + NoEscape(r'&= ' + str(L_req) + r' \text{ mm}\\\\')) + length_req_calc.append( + NoEscape(r'&[\text{Ref. Section 3.3, DDCL}]')) + length_req_calc.append(NoEscape(r'\end{aligned}')) + + # Condition check in Provided column + length_condition = Math(inline=True) + length_condition.append(NoEscape(r'\begin{aligned}')) + length_condition.append(NoEscape(r'L_{req} &\leq w\\')) + length_condition.append( + NoEscape(r'' + str(L_req) + r' &\leq ' + str(width) + r'\\')) + if L_req <= width: + length_condition.append( + NoEscape(r'&\text{Straight weld is sufficient}')) + req_status = "PASS" + else: + length_condition.append( + NoEscape(r'&\text{Proceed to Section 3.4}')) + req_status = "" + length_condition.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Required Length", length_req_calc, length_condition, req_status]) + + # ========================================================================== + # SECTION 3.4: WELD LENGTH EXTENSION + # ========================================================================== + if L_req > width: + self.report_check.append([ + "SubSection", "Weld Length Extension", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # 3.4.1: Skew Angle Method - show full calculation + skew_calc_detail = Math(inline=True) + skew_calc_detail.append(NoEscape(r'\begin{aligned}')) + skew_calc_detail.append( + NoEscape(r'L_{target} &= \frac{L_{req}}{n_f}\\')) + skew_calc_detail.append( + NoEscape(r'&= \frac{' + str(L_req) + r'}{' + str(N_f) + r'}\\')) + skew_calc_detail.append( + NoEscape(r'&= ' + str(L_target) + r' \text{ mm}\\')) + skew_calc_detail.append( + NoEscape(r'&[\text{Ref. Section 3.4.1, Step 1}]')) + skew_calc_detail.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Target Length/Line", "", skew_calc_detail, ""]) + + # Calculate skew angle + if skew_angle > 0: + skew_angle_calc = Math(inline=True) + skew_angle_calc.append(NoEscape(r'\begin{aligned}')) + skew_angle_calc.append( + NoEscape(r'\alpha &= \arctan\left(\frac{L_{target} - w}{2w}\right)\\')) + skew_angle_calc.append(NoEscape(r'&= \arctan\left(\frac{' + str( + L_target) + r' - ' + str(width) + r'}{2 \times ' + str(width) + r'}\right)\\')) + skew_angle_calc.append( + NoEscape(r'&= ' + f'{skew_angle:.1f}' + r'^\circ\\')) + + # Check constraints 20Ā° ā‰¤ Ī± ā‰¤ 60Ā° + if skew_angle < 20: + skew_angle_calc.append(NoEscape( + r'&\text{Since } \alpha < 20^\circ, \text{ set } \alpha = 20^\circ\\')) + elif skew_angle > 60: + skew_angle_calc.append(NoEscape( + r'&\text{Since } \alpha > 60^\circ, \text{ set } \alpha = 60^\circ\\')) + skew_angle_calc.append( + NoEscape(r'&\text{(Proceed to Section 3.4.3)}\\')) + + skew_angle_calc.append( + NoEscape(r'&[\text{Ref. Section 3.4.1, Steps 3-4}]')) + skew_angle_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Skew Angle", skew_angle_calc, f'{skew_angle:.1f}Ā°', ""]) + + # 3.4.2: Provided weld length per line + L_prov_line_calc = Math(inline=True) + L_prov_line_calc.append(NoEscape(r'\begin{aligned}')) + L_prov_line_calc.append( + NoEscape(r'L_{provided\_line} &= w + 2w \times \tan(\alpha)\\')) + L_prov_line_calc.append(NoEscape(r'&= ' + str(width) + r' + 2 \times ' + str( + width) + r' \times \tan(' + f'{skew_angle:.1f}' + r'^\circ)\\')) + L_prov_line_calc.append( + NoEscape(r'&= ' + str(L_provided_line) + r' \text{ mm}\\')) + L_prov_line_calc.append( + NoEscape(r'&[\text{Ref. Section 3.4.2, Step 1}]')) + L_prov_line_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Provided Length/Line", "", L_prov_line_calc, ""]) + + # 3.4.3: Side weld extension (if needed) + if side_weld_len > 0: + L_provided_total = L_provided_line * N_f + + side_calc = Math(inline=True) + side_calc.append(NoEscape(r'\begin{aligned}')) + side_calc.append( + NoEscape(r'L_{side} &= \frac{L_{req} - L_{provided}}{n_f}\\')) + side_calc.append(NoEscape( + r'&= \frac{' + str(L_req) + r' - ' + str(L_provided_total) + r'}{' + str(N_f) + r'}\\')) + side_calc.append( + NoEscape(r'&= ' + str(side_weld_len) + r' \text{ mm}\\')) + + # Minimum return weld + min_return = max(2 * weld_size, 10) + side_calc.append(NoEscape( + r'\text{Min. return} &= \max(2s, 10) = ' + str(min_return) + r' \text{ mm}\\')) + side_calc.append(NoEscape(r'&[\text{Ref. Cl. 10.5.10.2}]')) + side_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Side Weld Length", side_calc, f'{side_weld_len:.1f} mm', ""]) + + # ========================================================================== + # SECTION 3.5: WELD STRENGTH VERIFICATION + # ========================================================================== + self.report_check.append([ + "SubSection", "Weld Strength Verification", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Effective length calculation (Section 3.5, Step 1) + eff_len_calc_detail = Math(inline=True) + eff_len_calc_detail.append(NoEscape(r'\begin{aligned}')) + eff_len_calc_detail.append( + NoEscape(r'L_{eff} &= L_{provided\_line} - 2a\\')) + eff_len_calc_detail.append(NoEscape( + r'&= ' + str(L_provided_line) + r' - 2 \times ' + str(effective_throat) + r'\\')) + eff_len_calc_detail.append( + NoEscape(r'&= ' + str(L_eff_provided) + r' \text{ mm}\\')) + eff_len_calc_detail.append(NoEscape(r'\end{aligned}')) + + self.report_check.append( + ["Effective Length", "", eff_len_calc_detail, ""]) + + # ========================================================================== + # SECTION 3.6: LONG JOINT REDUCTION FACTOR + # ========================================================================== + self.report_check.append([ + "SubSection", "Long Joint Reduction Factor", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Check condition: Leff > 150a + if L_eff_provided > 150 * effective_throat: + beta_req = Math(inline=True) + beta_req.append(NoEscape(r'\begin{aligned}')) + beta_req.append( + NoEscape(r'\text{Since } L_{eff} &> 150 \times a\\')) + beta_req.append(NoEscape( + r'' + str(L_eff_provided) + r' &> 150 \times ' + str(effective_throat) + r'\\')) + beta_req.append(NoEscape( + r'' + str(L_eff_provided) + r' &> ' + f'{150 * effective_throat:.1f}' + r'\\')) + beta_req.append( + NoEscape(r'\beta_L &= 1.2 - \frac{0.2 \times L_{eff}}{150 \times a}\\')) + beta_req.append(NoEscape(r'&= 1.2 - \frac{0.2 \times ' + str( + L_eff_provided) + r'}{150 \times ' + str(effective_throat) + r'}\\')) + beta_calc_val = 1.2 - \ + (0.2 * L_eff_provided) / (150 * effective_throat) + beta_req.append( + NoEscape(r'&= ' + f'{beta_calc_val:.3f}' + r'\\')) + beta_req.append( + NoEscape(r'&\text{(Ensure } \beta_L \geq 0.8\text{)}\\')) + beta_req.append( + NoEscape(r'\beta_L &= ' + f'{beta_L:.2f}' + r'\\')) + beta_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.1(b)}]')) + beta_req.append(NoEscape(r'\end{aligned}')) + beta_status = "PASS" if beta_L >= 0.8 else "FAIL" + else: + beta_req = Math(inline=True) + beta_req.append(NoEscape(r'\begin{aligned}')) + beta_req.append( + NoEscape(r'\text{Since } L_{eff} &\leq 150 \times a\\')) + beta_req.append(NoEscape(r'' + str(L_eff_provided) + + r' &\leq 150 \times ' + str(effective_throat) + r'\\')) + beta_req.append(NoEscape(r'' + str(L_eff_provided) + + r' &\leq ' + f'{150 * effective_throat:.1f}' + r'\\')) + beta_req.append(NoEscape(r'\beta_L &= 1.0\\')) + beta_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.1(b)}]')) + beta_req.append(NoEscape(r'\end{aligned}')) + beta_status = "PASS" + + beta_prov = Math(inline=True) + beta_prov.append(NoEscape(r'\beta_L = ' + f'{beta_L:.2f}')) + + self.report_check.append( + ["Reduction Factor", beta_req, beta_prov, beta_status]) + + # Weld capacity with reduction factor (Section 3.6, Equation 3.1) + weld_cap_calc = Math(inline=True) + weld_cap_calc.append(NoEscape(r'\begin{aligned}\\')) + weld_cap_calc.append( + NoEscape(r'C_w &= f_{wd}^{adj} \times a \times L_{eff} \times n_f\\\\')) + weld_cap_calc.append( + NoEscape(r'&= (\beta_L \times f_{wd}) \times a \times L_{eff} \times n_f\\\\')) + weld_cap_calc.append(NoEscape(r'&= (' + f'{beta_L:.2f}' + r' \times ' + f'{f_w:.2f}' + r') \times ' + str( + effective_throat) + r' \times ' + str(L_eff_provided) + r' \times ' + str(N_f) + r'\\\\')) + weld_cap_calc.append( + NoEscape(r'&= ' + str(weld_strength_kN) + r' \text{ kN}\\')) + weld_cap_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Weld Capacity", "", weld_cap_calc, ""]) + + # ========================================================================== + # SECTION 3.7: BASE METAL STRENGTH CHECK + # ========================================================================== + self.report_check.append([ + "SubSection", "Base Metal Strength Check", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + if is_comp: + # For compression - only yielding check + comp_calc_req = Math(inline=True) + comp_calc_req.append(NoEscape(r'\begin{aligned}\\')) + comp_calc_req.append( + NoEscape(r'T_{db} &= \frac{A_g \times f_y}{\gamma_{m0}}\\')) + comp_calc_req.append(NoEscape( + r'T_{db} &= \frac{' + f'{Ag:.1f}' + r' \times ' + str(fy) + r'}{' + str(gamma_m0) + r'}\\')) + comp_calc_req.append( + NoEscape(r'&= ' + str(base_metal_capacity_kN) + r' \text{ kN}\\')) + comp_calc_req.append( + NoEscape(r'&[\text{Ref. Section 3.7, Cl. 7.1.2}]')) + comp_calc_req.append(NoEscape(r'\end{aligned}')) + + comp_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append( + ["Base Metal Capacity", axial_kN, comp_calc_req, comp_status]) + else: + # For tension - show both calculations and take min + ten_calc_req = Math(inline=True) + ten_calc_req.append(NoEscape(r'\begin{aligned}\\')) + ten_calc_req.append(NoEscape( + r'T_{db} &= \min\left(\frac{A_g f_y}{\gamma_{m0}}, \frac{0.9 A_n f_u}{\gamma_{m1}}\right)\\')) + ten_calc_req.append(NoEscape(r'&= \min\left(\frac{' + f'{Ag:.1f}' + r' \times ' + str(fy) + r'}{' + str( + gamma_m0) + r'}, \frac{0.9 \times ' + f'{Ag:.1f}' + r' \times ' + str(fu) + r'}{' + str(gamma_m1) + r'}\right)\\')) + ten_calc_req.append( + NoEscape(r'&= \min(' + str(Tdg) + r', ' + str(Tdn) + r')\\')) + ten_calc_req.append( + NoEscape(r'&= ' + str(base_metal_capacity_kN) + r' \text{ kN}\\')) + ten_calc_req.append( + NoEscape(r'&[\text{Ref. Section 3.7, Cl. 6.2, 6.3}]')) + ten_calc_req.append(NoEscape(r'\end{aligned}')) + + ten_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append( + ["Base Metal Capacity", axial_kN, ten_calc_req, ten_status]) + + # ========================================================================== + # SECTION 3.8: DETAILING CHECKLIST + # ========================================================================== + self.report_check.append([ + "SubSection", "Detailing Checklist", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Check 1: Minimum effective weld length + detail_check_1 = Math(inline=True) + detail_check_1.append(NoEscape(r'\begin{aligned}')) + detail_check_1.append(NoEscape(r'L_{eff} &\geq 4s\\')) + detail_check_1.append( + NoEscape(r'' + str(L_eff_provided) + r' &\geq ' + str(4 * weld_size))) + detail_check_1.append(NoEscape(r'\end{aligned}')) + detail_status_1 = "PASS" if L_eff_provided >= 4 * weld_size else "FAIL" + self.report_check.append( + ["Min. Eff. Length", detail_check_1, "", detail_status_1]) + + # Check 2: Minimum weld size + detail_check_2 = Math(inline=True) + detail_check_2.append(NoEscape(r'\begin{aligned}')) + detail_check_2.append(NoEscape(r's &\geq s_{min}\\')) + detail_check_2.append( + NoEscape(r'' + str(weld_size) + r' &\geq ' + str(s_min))) + detail_check_2.append(NoEscape(r'\end{aligned}')) + detail_status_2 = "PASS" if weld_size >= s_min else "FAIL" + self.report_check.append( + ["Min. Weld Size", detail_check_2, "", detail_status_2]) + + # Check 3: Maximum weld size + detail_check_3 = Math(inline=True) + detail_check_3.append(NoEscape(r'\begin{aligned}')) + detail_check_3.append(NoEscape(r's &\leq T_{min} - 1.5\\')) + detail_check_3.append( + NoEscape(r'' + str(weld_size) + r' &\leq ' + str(s_max))) + detail_check_3.append(NoEscape(r'\end{aligned}')) + detail_status_3 = "PASS" if weld_size <= s_max else "FAIL" + self.report_check.append( + ["Max. Weld Size", detail_check_3, "", detail_status_3]) + + # Check 4: Skew angle constraints (if applicable) + if skew_angle > 0: + detail_check_4 = Math(inline=True) + detail_check_4.append(NoEscape(r'\begin{aligned}')) + detail_check_4.append( + NoEscape(r'20^\circ &\leq \alpha \leq 60^\circ\\')) + detail_check_4.append( + NoEscape(r'20^\circ &\leq ' + f'{skew_angle:.1f}' + r'^\circ \leq 60^\circ')) + detail_check_4.append(NoEscape(r'\end{aligned}')) + detail_status_4 = "PASS" if 20 <= skew_angle <= 60 else "FAIL" + self.report_check.append( + ["Skew Angle Range", detail_check_4, "", detail_status_4]) + + # Check 5: Packing plate requirement + if N_f == 2: + if abs(plate1_thk - plate2_thk) > 0.001: + detail_check_5 = NoEscape( + r'\text{Required: } |t_1 - t_2| > 0') + detail_prov_5 = f"Provided: {packing_thk} mm" + detail_status_5 = "PASS" + else: + detail_check_5 = NoEscape( + r'\text{Not required: } t_1 = t_2') + detail_prov_5 = "N/A" + detail_status_5 = "PASS" + self.report_check.append( + ["Packing Plate", detail_check_5, detail_prov_5, detail_status_5]) + + # ========================================================================== + # SECTION 3.9: DETAILING + # ========================================================================== + self.report_check.append([ + "SubSection", "Detailing", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + # Length of connection + conn_len_detail = Math(inline=True) + conn_len_detail.append(NoEscape(r'\begin{aligned}')) + conn_len_detail.append( + NoEscape(r'L_{provided} &= n_f \times L_{provided\_line}\\')) + conn_len_detail.append( + NoEscape(r'&= ' + str(N_f) + r' \times ' + str(L_provided_line) + r'\\')) + L_provided_total = f2(N_f * L_provided_line, 0.0) + conn_len_detail.append( + NoEscape(r'&= ' + str(L_provided_total) + r' \text{ mm}')) + conn_len_detail.append(NoEscape(r'\end{aligned}')) + self.report_check.append( + ["Connection Length", "", conn_len_detail, ""]) + + # Length of cover plate (with clearance) + end_clearance = 25 # mm, as per Section 3.8 + L_cover_plate = f2(L_provided_total + 2 * end_clearance, 0.0) + cover_len_detail = Math(inline=True) + cover_len_detail.append(NoEscape(r'\begin{aligned}')) + cover_len_detail.append( + NoEscape(r'L_{cp} &= L_{provided} + 2 \times (\text{end clearance})\\')) + cover_len_detail.append(NoEscape( + r'&= ' + str(L_provided_total) + r' + 2 \times ' + str(end_clearance) + r'\\')) + cover_len_detail.append( + NoEscape(r'&= ' + str(L_cover_plate) + r' \text{ mm}')) + cover_len_detail.append(NoEscape(r'\end{aligned}')) + self.report_check.append( + ["Cover Plate Length", "", cover_len_detail, ""]) + + # ========================================================================== + # UTILIZATION RATIO + # ========================================================================== + self.report_check.append([ + "SubSection", "Utilization Ratio", "|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|" + ]) + + overall_capacity_kN = min(weld_strength_kN, base_metal_capacity_kN) + utilization_ratio = f2( + axial_kN / overall_capacity_kN if overall_capacity_kN > 0 else 0, 0.0) + + ur_calc = Math(inline=True) + ur_calc.append(NoEscape(r'\begin{aligned}')) + ur_calc.append(NoEscape(r'UR &= \frac{P_N}{\min(C_w, T_{db})}\\')) + ur_calc.append(NoEscape(r'&= \frac{' + str(axial_kN) + r'}{\min(' + str( + weld_strength_kN) + r', ' + str(base_metal_capacity_kN) + r')}\\')) + ur_calc.append(NoEscape( + r'&= \frac{' + str(axial_kN) + r'}{' + str(overall_capacity_kN) + r'}\\')) + ur_calc.append(NoEscape(r'&= ' + str(utilization_ratio) + r'\\')) + ur_calc.append(NoEscape(r'&[\text{Ref. IS 800:2007}]')) + ur_calc.append(NoEscape(r'\end{aligned}')) + + ur_status = "PASS" if utilization_ratio <= 1.0 else "FAIL" + self.report_check.append( + ["Utilization Ratio", f"{axial_kN:.2f} kN", ur_calc, ur_status]) + + # ========================================================================== + # GENERATE LATEX REPORT + # ========================================================================== + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get( + "filename", "ButtJointWeldedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=self.module + ) + self.logger.info( + f"Report generated successfully: {fname_no_ext}.pdf") + return True + + except Exception as e: + print(f"WARNING in save_design(): {e}") + import traceback + traceback.print_exc() + return False diff --git a/osdag_core/design_type/connection/cleat_angle_connection.py b/osdag_core/design_type/connection/cleat_angle_connection.py new file mode 100644 index 000000000..93690ae18 --- /dev/null +++ b/osdag_core/design_type/connection/cleat_angle_connection.py @@ -0,0 +1,1749 @@ +from .shear_connection import ShearConnection +from ...utils.common.component import * +from ...utils.common.component import Bolt, Plate, Weld +from ...Common import * +import sys +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +from importlib.resources import files + +class CleatAngleConnection(ShearConnection): + + def __init__(self): + super(CleatAngleConnection, self).__init__() + self.sptd_leg_length = 0.0 + self.sptIng_leg_length = 0.0 + self.design_status = False + # To capture all the hover labels required + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) + tabs.append(t1) + + t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) + tabs.append(t1) + + t6 = (DISP_TITLE_CLEAT, TYPE_TAB_1, self.tab_angle_section) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], + TYPE_TEXTBOX, self.get_fu_fy_I_section_suptng) + change_tab.append(t1) + + t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], + TYPE_TEXTBOX, self.get_fu_fy_I_section_suptd) + change_tab.append(t2) + + t5 = (DISP_TITLE_CLEAT, ['Label_1', 'Label_2','Label_3'], + ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', + 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', KEY_IMAGE], + TYPE_TEXTBOX, self.get_Angle_sec_properties) + change_tab.append(t5) + + t6 = (DISP_TITLE_CLEAT, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], + [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', 'Label_7', + 'Label_8', 'Label_9','Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', + 'Label_18','Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23','Label_24', KEY_IMAGE], TYPE_TEXTBOX, + self.get_new_angle_section_properties) + change_tab.append(t6) + + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t7) + + t8 = (DISP_TITLE_CLEAT, [KEY_ANGLE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t8) + + return change_tab + + def input_dictionary_design_pref(self): + design_input = [] + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) + design_input.append(t1) + + # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) + # design_input.append(t1) + + t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) + design_input.append(t2) + + # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) + # design_input.append(t2) + t2 = (DISP_TITLE_CLEAT, TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + + add_buttons = [] + + t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_1, "Columns") + add_buttons.append(t1) + + t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_2, "Beams") + add_buttons.append(t1) + + t2 = (KEY_DISP_BEAMSEC, KEY_SUPTDSEC, TYPE_COMBOBOX, KEY_SUPTDSEC, None, None, "Beams") + add_buttons.append(t2) + + t2 = (DISP_TITLE_CLEAT, KEY_ANGLE_LIST, TYPE_COMBOBOX_CUSTOMIZED, KEY_ANGLE_SELECTED, None, None, "Angles") + add_buttons.append(t2) + + return add_buttons + + #################################### + # Design Preference Functions End + #################################### + + def input_values(self): + + self.module = KEY_DISP_CLEATANGLE + + options_list = [] + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN, True, 'No Validator') + options_list.append(t2) + + t3 = (KEY_IMAGE, None, TYPE_IMAGE, str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")), True, 'No Validator') + options_list.append(t3) + + t4 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t5) + + t6 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t6) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t13 = (None, DISP_TITLE_CLEAT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t15 = (KEY_ANGLE_LIST, KEY_DISP_CLEATSEC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ANGLESEC, True, 'No Validator') + options_list.append(t15) + + t16 = (KEY_MODULE, KEY_DISP_CLEATANGLE, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + return options_list + + @staticmethod + def cleatsec_customized(): + a = VALUES_CLEAT_CUSTOMIZED + return a + + # @staticmethod + # def diam_bolt_customized(): + # c = connectdb1() + # if "36" in c: c.remove("36") + # return c + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t2 = (KEY_ANGLE_LIST, self.cleatsec_customized) + list1.append(t2) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + return list1 + + def fn_conn_suptngsec_lbl(self, input): + + conn =input[0] + if conn in VALUES_CONN_1: + return KEY_DISP_COLSEC + elif conn in VALUES_CONN_2: + return KEY_DISP_PRIBM + else: + return '' + + def fn_conn_suptdsec_lbl(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return KEY_DISP_BEAMSEC + elif conn in VALUES_CONN_2: + return KEY_DISP_SECBM + else: + return '' + + def fn_conn_suptngsec(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return VALUE_BEAM_COL + elif conn in VALUES_CONN_2: + return VALUE_BEAM_COL + else: + return [] + + def fn_conn_suptdsec(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return VALUE_BEAM_COL + elif conn in VALUES_CONN_2: + return VALUE_BEAM_COL + else: + return [] + + def fn_conn_image(self, input): + + conn = input[0] + if conn == VALUES_CONN[0]: + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")) + elif conn == VALUES_CONN[1]: + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cw_bw.png")) + elif conn in VALUES_CONN_2: + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_beam_beam.png")) + else: + return '' + + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_LABEL, self.fn_conn_suptngsec_lbl) + lst.append(t1) + + t2 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_COMBOBOX, self.fn_conn_suptngsec) + lst.append(t2) + + t3 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_LABEL, self.fn_conn_suptdsec_lbl) + lst.append(t3) + + t4 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_COMBOBOX, self.fn_conn_suptdsec) + lst.append(t4) + + t5 = ([KEY_CONN], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) + lst.append(t5) + + t6 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t6) + + return lst + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('Cleat Angle', self.call_3DCleat) + components.append(t4) + + return components + + def call_3DCleat(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Cleat Angle': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("cleatAngle", bgcolor) + + def output_values(self, flag): + """ + Function to return a list of tuples to be displayed as the UI.(Output Dock) + """ + + # @author: Umair + + out_list = [] + """""""""""""""""""""""""""""""""""""""""""""""""""""" + """ Cleat Angle Properties: Start """ + + t20 = (None, DISP_OUT_TITLE_CLEAT, TYPE_TITLE, None, True) + out_list.append(t20) + + t21 = (KEY_OUT_CLEAT_SECTION, KEY_OUT_DISP_CLEAT_SECTION, TYPE_TEXTBOX, self.cleat.designation if flag else '', True) + out_list.append(t21) + + t15 = (KEY_OUT_CLEAT_HEIGHT, KEY_OUT_DISP_CLEAT_HEIGHT, TYPE_TEXTBOX, self.sptd_leg.height if flag else '', True) + out_list.append(t15) + + t17 = (KEY_OUT_CLEAT_SHEAR, KEY_DISP_SHEAR_YLD, TYPE_TEXTBOX, round(self.sptd_leg.cleat_shear_capacity / 1000, 2) if flag else '', True) + out_list.append(t17) + + t18 = (KEY_OUT_CLEAT_BLK_SHEAR, KEY_DISP_BLK_SHEAR, TYPE_TEXTBOX, round(self.sptd_leg.block_shear_capacity / 1000, 2) if flag else '', True) + out_list.append(t18) + + t19 = (KEY_OUT_CLEAT_MOM_DEMAND, KEY_DISP_MOM_DEMAND, TYPE_TEXTBOX, round(self.sptd_leg.moment_demand / 1000000, 2) if flag else '', True) + out_list.append(t19) + # + t20 = (KEY_OUT_CLEAT_MOM_CAPACITY, KEY_DISP_MOM_CAPACITY, TYPE_TEXTBOX, round(self.sptd_leg.cleat_moment_capacity / 1000000, 2) if flag else '', True) + out_list.append(t20) + + """ Cleat Angle Properties: End """ + """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" + """ Bolt Properties: Start """ + + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_diameter_provided if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_PC_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_PC_provided if flag else '', True) + out_list.append(t3) + + """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" + """ Bolt Properties- Supported leg: Start """ + + t4 = (None, DISP_OUT_TITLE_SPTDLEG, TYPE_TITLE, None, True) + out_list.append(t4) + + t9 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.sptd_leg.bolt_line if flag else '', True) + out_list.append(t9) + + t10 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.sptd_leg.bolts_one_line if flag else '', True) + out_list.append(t10) + + t8 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.sptd_leg.bolt_force / 1000, 2) if flag else '', True) + out_list.append(t8) + + t6 = (KEY_OUT_BOLT_CAPACITY_SPTD, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_sptd if flag else '', True) + out_list.append(t6) + + t3_2 = (KEY_OUT_BOLT_IR_DETAILS_SPTD, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details_supported], True) + out_list.append(t3_2) + + t11 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + out_list.append(t11) + + """ Bolt Properties- Supported leg: End """ + """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" + """ Bolt Properties- Supporting leg: Start """ + + t12 = (None, DISP_OUT_TITLE_SPTINGLEG, TYPE_TITLE, None, True) + out_list.append(t12) + + t17 = (KEY_OUT_SPTING_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.spting_leg.bolt_line if flag else '', True) + out_list.append(t17) + + t18 = (KEY_OUT_SPTING_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.spting_leg.bolts_one_line if flag else '', True) + out_list.append(t18) + + t16 = (KEY_OUT_SPTING_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.spting_leg.bolt_force / 1000, 2) if flag else '', True) + out_list.append(t16) + + t6 = (KEY_OUT_BOLT_CAPACITY_SPTING, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_spting if flag else '', True) + out_list.append(t6) + + t3_2 = (KEY_OUT_BOLT_IR_DETAILS_SPTING, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details_suporting], True) + out_list.append(t3_2) + + t19 = (KEY_OUT_SPTING_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spting_spacing], True) + out_list.append(t19) + + """ Bolt Properties- Supporting leg: End """ + """""""""""""""""""""""""""""""""""""""""""""""""""""""" + + # Populate hover dict + self.hover_dict["Column"] = f"Column
    {self.supporting_section.designation if flag else ''}" + self.hover_dict["Beam"] = f"Beam
    {self.supported_section.designation if flag else ''}" + + # In the web 3D viewer, bolts are fused into the Angle STL mesh. + try: + bolt_count = int(self.spting_leg.bolt_line) * int(self.spting_leg.bolts_one_line) if flag else '' + except (ValueError, TypeError, AttributeError): + bolt_count = '' + + self.hover_dict["Cleat Angle"] = ( + f"Cleat Angle
    ISA {self.cleat.designation if flag else ''}" + f"
    Bolt Grade: {self.bolt.bolt_grade_provided if flag else ''}, " + f"Dia: {self.bolt.bolt_diameter_provided if flag else ''} mm, " + f"Nos: {bolt_count}" + ) + # Keep separate key for future per-part meshes + self.hover_dict["Bolt"] = ( + f"Bolt
    Grade: {self.bolt.bolt_grade_provided if flag else ''}" + f"
    Diameter: {self.bolt.bolt_diameter_provided if flag else ''} mm" + f"
    No. of Bolts: {bolt_count}" + ) + + return out_list + + def sptd_leg_capacities(self, flag): + """Capacity details for supported leg (connected to beam web).""" + capacities = [] + + t99 = (None, 'Failure Pattern due to Shear (Supported Leg)', TYPE_SECTION, None) + capacities.append(t99) + + capacities.append((KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, + round(self.sptd_leg.cleat_shear_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_RUPTURE, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, + round(self.sptd_leg.shear_rupture_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, + round(self.sptd_leg.block_shear_capacity_shear / 1000, 2) if flag else '')) + + t99 = (None, 'Failure Pattern due to Tension (Supported Leg)', TYPE_SECTION, None) + capacities.append(t99) + + capacities.append((KEY_OUT_PLATE_TENSION, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, + round(self.sptd_leg.tension_yielding_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_TENSION_RUP, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, + round(self.sptd_leg.tension_rupture_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_BLK_SHEAR_AXIAL, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, + round(self.sptd_leg.block_shear_capacity_axial / 1000, 2) if flag else '')) + + t99 = (None, 'Section (Beam Web) Block Shear', TYPE_SECTION, None) + capacities.append(t99) + + capacities.append(('Section.BlockShearAxial', 'Section Block Shear Capacity (kN)', TYPE_TEXTBOX, + round(self.supported_section.block_shear_capacity_axial / 1000, 2) if flag else '')) + + return capacities + + def spting_leg_capacities(self, flag): + """Capacity details for supporting leg (connected to column/supporting member).""" + capacities = [] + + t99 = (None, 'Failure Pattern due to Shear (Supporting Leg)', TYPE_SECTION, None) + capacities.append(t99) + + capacities.append((KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, + round(self.spting_leg.cleat_shear_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_RUPTURE, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, + round(self.spting_leg.shear_rupture_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, + round(self.spting_leg.block_shear_capacity_shear / 1000, 2) if flag else '')) + + t99 = (None, 'Failure Pattern due to Tension (Supporting Leg)', TYPE_SECTION, None) + capacities.append(t99) + + capacities.append((KEY_OUT_PLATE_TENSION, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, + round(self.spting_leg.tension_yielding_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_TENSION_RUP, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, + round(self.spting_leg.tension_rupture_capacity / 1000, 2) if flag else '')) + capacities.append((KEY_OUT_PLATE_BLK_SHEAR_AXIAL, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, + round(self.spting_leg.block_shear_capacity_axial / 1000, 2) if flag else '')) + + return capacities + + def bolt_capacity_supported(self, flag): + capacity = [] + + t1 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + capacity.append(t1) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt.bolt_bearing_capacity != 'N/A': + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + else: + bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + + t2 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, + bolt_bearing_capacity_disp if flag else '', True) + capacity.append(t2) + + t3 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, + self.bolt_capacity_disp_sptd if flag else '', True) + capacity.append(t3) + + return capacity + + def bolt_capacity_supporting(self, flag): + capacity = [] + + t1 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.bolt2.bolt_shear_capacity / 1000, 2) if flag else '', True) + capacity.append(t1) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt2.bolt_bearing_capacity != 'N/A': + bolt_bearing_capacity_disp = round(self.bolt2.bolt_bearing_capacity / 1000, 2) + else: + bolt_bearing_capacity_disp = self.bolt2.bolt_bearing_capacity + + t2 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, + bolt_bearing_capacity_disp if flag else '', True) + capacity.append(t2) + + t3 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, + self.bolt_capacity_disp_spting if flag else '', True) + capacity.append(t3) + + return capacity + + def section_capacity_details(self, flag): + details = [] + + t1 = (KEY_OUT_CLEAT_SHEAR, KEY_DISP_SHEAR_YLD, TYPE_TEXTBOX, + round(self.sptd_leg.cleat_shear_capacity / 1000, 2) if flag else '', True) + details.append(t1) + + t2 = (KEY_OUT_CLEAT_BLK_SHEAR, KEY_DISP_BLK_SHEAR, TYPE_TEXTBOX, + round(self.sptd_leg.block_shear_capacity / 1000, 2) if flag else '', True) + details.append(t2) + + t3 = (KEY_OUT_CLEAT_MOM_DEMAND, KEY_DISP_MOM_DEMAND, TYPE_TEXTBOX, + round(self.sptd_leg.moment_demand / 1000000, 2) if flag else '', True) + details.append(t3) + + t4 = (KEY_OUT_CLEAT_MOM_CAPACITY, KEY_DISP_MOM_CAPACITY, TYPE_TEXTBOX, + round(self.sptd_leg.cleat_moment_capacity / 1000000, 2) if flag else '', True) + details.append(t4) + + return details + + def bolt_capacity_details_supported(self, flag): + + bolt_details_sptd = [] + + t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, round(self.bolt.bolt_shear_capacity/1000,2) if flag else '', True) + bolt_details_sptd.append(t4) + + bolt_bearing_capacity_disp = '' + if flag is True: + print("wats this",self.bolt.bolt_bearing_capacity) + if self.bolt.bolt_bearing_capacity != 'N/A': + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + else: + bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + bolt_details_sptd.append(t5) + + t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, round(self.beta_lj_sptd, 3) if flag else 'N/A', True) + bolt_details_sptd.append(t5_1) + + t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, round(self.beta_lg_sptd, 3) if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) + bolt_details_sptd.append(t5_2) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_sptd if flag else '', True) + bolt_details_sptd.append(t6) + + t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, round(self.sptd_leg.bolt_force / 1000, 2) if flag else '', True) + bolt_details_sptd.append(t21) + + return bolt_details_sptd + + def bolt_capacity_details_suporting(self, flag): + + bolt_details_spting = [] + + t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, round(self.bolt2.bolt_shear_capacity / 1000, 2) if flag else '', True) + bolt_details_spting.append(t4) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt.bolt_bearing_capacity != 'N/A': + bolt_bearing_capacity_disp = round(self.bolt2.bolt_bearing_capacity / 1000, 2) + else: + bolt_bearing_capacity_disp = self.bolt2.bolt_bearing_capacity + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + bolt_details_spting.append(t5) + + t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, round(self.beta_lj_spting, 3) if flag else 'N/A', True) + bolt_details_spting.append(t5_1) + + t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, round(self.beta_lg_spting, 3) if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) + bolt_details_spting.append(t5_2) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity_disp_spting if flag else '', True) + bolt_details_spting.append(t6) + + t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, round(self.spting_leg.bolt_force / 1000, 2) if flag else '', True) + bolt_details_spting.append(t21) + + return bolt_details_spting + + def spacing(self, status): + + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("cleat_beam.png")), 400, 277, ""]) # [image, width, height, caption] + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.sptd_leg.gauge_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.sptd_leg.edge_dist_provided if status else '') + spacing.append(t10) + + gauge1 = (max(self.cleat.thickness + self.cleat.root_radius, self.sptd_leg.gap) + self.sptd_leg.end_dist_provided) + + t11 = (KEY_OUT_GAUGE1, KEY_OUT_DISP_GAUGE1, TYPE_TEXTBOX, gauge1 if status else '') + spacing.append(t11) + + t11 = (KEY_OUT_GAUGE2, KEY_OUT_DISP_GAUGE2, TYPE_TEXTBOX, self.sptd_leg.pitch_provided if status else '') + spacing.append(t11) + + edge = (self.cleat.leg_a_length - self.sptd_leg.pitch_provided * (self.sptd_leg.bolt_line - 1) - gauge1) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, edge if status else '') + spacing.append(t12) + + return spacing + + def spting_spacing(self, status): + + spting_spacing = [] + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") + spting_spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("cleat.png")), 400, 277, ""]) # [image, width, height, caption] + spting_spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.spting_leg.gauge_provided if status else '') + spting_spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.spting_leg.edge_dist_provided if status else '') + spting_spacing.append(t10) + + gauge1 = (self.cleat.thickness + self.cleat.root_radius + self.spting_leg.end_dist_provided) + + t11 = (KEY_OUT_GAUGE1, KEY_OUT_DISP_GAUGE1, TYPE_TEXTBOX, gauge1 if status else '') + spting_spacing.append(t11) + + t11 = (KEY_OUT_GAUGE2, KEY_OUT_DISP_GAUGE2, TYPE_TEXTBOX, self.spting_leg.pitch_provided if status else '') + spting_spacing.append(t11) + + edge = (self.cleat.leg_a_length - self.spting_leg.pitch_provided * (self.spting_leg.bolt_line - 1) - gauge1) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, edge if status else '') + spting_spacing.append(t12) + + return spting_spacing + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = f'Osdag_cleat_angle_shear_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + @staticmethod + def module_name(): + return KEY_DISP_CLEATANGLE + + def set_input_values(self, design_dictionary): + print(design_dictionary) + + super(CleatAngleConnection,self).set_input_values(design_dictionary) + self.module = design_dictionary[KEY_MODULE] + self.cleat_list = design_dictionary[KEY_ANGLE_LIST] + self.cleat_material_grade = design_dictionary[KEY_CONNECTOR_MATERIAL] + print(self.cleat_list) + self.bolt2 = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary.get(KEY_DP_BOLT_SLIP_FACTOR, None), + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES], + bolt_tensioning=design_dictionary[KEY_DP_BOLT_TYPE]) + + self.sptd_leg = Plate(material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL],gap=design_dictionary[KEY_DP_DETAILING_GAP]) + self.spting_leg = Plate(material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL],gap=design_dictionary[KEY_DP_DETAILING_GAP]) + + # self.logger.info("Input values are set. Checking if angle of required thickness is available") + + self.check_available_cleat_thk() + + def check_available_cleat_thk(self): + self.thickness_list = [] + self.cleat_list_thk = [] + self.leg_lengths = [] + min_thickness = self.supported_section.web_thickness / 2 + if self.connectivity == VALUES_CONN_1[0]: + self.available_length = (self.supporting_section.flange_width - self.supported_section.web_thickness )/2 + elif self.connectivity == VALUES_CONN_1[1]: + self.available_length = (self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - + 2 * self.supporting_section.root_radius - self.supported_section.web_thickness) / 2 + else: + self.available_length = math.inf + + for designation in self.cleat_list: + cleat = Angle(designation=designation, material_grade=self.cleat_material_grade) + if cleat.thickness*2 >= self.supported_section.web_thickness and cleat.leg_a_length <= self.available_length: + self.cleat_list_thk.append(designation) + else: + if cleat.thickness not in self.thickness_list: + self.thickness_list.append(cleat.thickness) + if cleat.leg_a_length not in self.leg_lengths: + self.leg_lengths.append(cleat.leg_a_length) + + # self.cleat_list_leg = [] + if self.cleat_list_thk: + # self.logger.info("Required cleat thickness available. Doing preliminary member checks") + self.member_capacity() + else: + if self.connectivity in VALUES_CONN_1: + self.logger.error("Cleat Angle should have minimum thickness of {} and maximum leg length of {}." + .format(min_thickness,round(self.available_length,2))) + else: + self.logger.error( + "Cleat Angle should have minimum thickness of %2.2f." % min_thickness) + def member_capacity(self): + super(CleatAngleConnection, self).member_capacity() + self.supported_section.low_shear_capacity = round(0.6 * self.supported_section.shear_yielding_capacity, 2) + + if self.supported_section.low_shear_capacity / 1000 > self.load.shear_force and \ + self.supporting_section.tension_yielding_capacity / 1000 > self.load.axial_force: + + if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0): + self.logger.warning(" : User input for shear force is very less compared to section capacity. " + "Setting Shear Force value to 15% of supported beam shear capacity or 40kN, whichever is less.") + self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0) + + print("preliminary member check is satisfactory. Checking available Bolt Diameters") + self.supported_section.design_status = True + self.select_bolt_dia_beam() + + else: + self.design_status = False + self.logger.warning( + " : The shear yielding capacity (low shear case) {} and/or tension yielding capacity {} is less " + "than the applied load. Define a large/larger section(s) or decrease the load." + .format(round(self.supported_section.low_shear_capacity / 1000, 2), + round(self.supported_section.tension_yielding_capacity / 1000, 2))) + print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") + + def select_bolt_dia_beam(self): + + self.output = [] + self.beta_lj_sptd = 1.0 + self.beta_lg_sptd = 1.0 + trial = 0 + + self.min_plate_height = self.supported_section.min_plate_height() + print(self.min_plate_height, "is min height") + self.max_plate_height = self.supported_section.max_plate_height(self.connectivity, + self.supported_section.notch_ht) + + for self.cleatangle in self.cleat_list_thk: + self.cleat = Angle(designation=self.cleatangle, material_grade=self.cleat_material_grade) + # self.sptd_leg.thickness_provided = self.cleat.thickness + bolts_required_previous = 2 + self.bolt.bolt_PC_provided = self.bolt.bolt_grade[-1] + count = 0 + + self.sptd_bolt_conn_plates_t_fu_fy = [] + self.sptd_bolt_conn_plates_t_fu_fy.append((2*self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) + self.sptd_bolt_conn_plates_t_fu_fy.append((self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) + + """ + # while considering eccentricity, distance from bolt line to supporting member will be, + # end_dist+gap or end_dist+root_radius+cleat_thickness, whichever is maximum + # + """ + + self.end_to_sptd = max(self.sptd_leg.gap, self.cleat.thickness + self.cleat.root_radius) + + for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, + n_planes=2) + + self.l_j_sptd = self.sptd_leg.gauge_provided * (self.sptd_leg.bolts_one_line - 1) + self.t_sum_sptd = self.supported_section.web_thickness + 2 * self.cleat.thickness + + self.beta_lj_sptd = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, + self.l_j_sptd) + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg_sptd = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, + self.t_sum_sptd, self.l_j_sptd) + else: + self.beta_lg_sptd = 1.0 + self.sptd_leg.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=self.load.shear_force * 1000, + gap=self.end_to_sptd, + shear_ecc=True, bolt_line_limit=2, + beta_lg=self.beta_lg_sptd) + # if self.connectivity in VALUES_CONN_1: + if self.bolt.bolt_type == TYP_BEARING: + if 8 * self.bolt.bolt_diameter_provided < self.t_sum_sptd: + self.sptd_leg.grip_status = False + self.sptd_leg.design_status = False + if self.sptd_leg.length > self.cleat.leg_a_length or self.sptd_leg.design_status == False or self.sptd_leg.grip_status == False: + self.sptd_leg.design_status = False + count = 0 + continue + else: + self.sptd_leg.design_status = True + if self.sptd_leg.design_status is True: + if self.sptd_leg.bolts_required > bolts_required_previous and count >= 1: + self.bolt.bolt_diameter_provided = bolt_dia_previous + self.sptd_leg.length = length_previous + self.sptd_leg.height = height_previous + self.sptd_leg.bolt_line = bolt_line_previous + self.sptd_leg.bolts_one_line = bolts_one_line_previous + self.sptd_leg.bolts_required = bolts_required_previous + self.sptd_leg.bolt_capacity_red = bolt_capacity_red_previous + self.sptd_leg.bolt_force = vres_previous + self.sptd_leg.moment_demand = moment_demand_previous + self.sptd_leg.pitch_provided = pitch_previous + self.sptd_leg.gauge_provided = gauge_previous + self.sptd_leg.edge_dist_provided = edge_dist_previous + self.sptd_leg.end_dist_provided = end_dist_previous + self.beta_lj_sptd = beta_lj_sptd_previous + self.beta_lg_sptd = beta_lg_sptd_previous + break + bolt_dia_previous = self.bolt.bolt_diameter_provided + length_previous = self.sptd_leg.length + height_previous = self.sptd_leg.height + bolt_line_previous = self.sptd_leg.bolt_line + bolts_one_line_previous = self.sptd_leg.bolts_one_line + bolts_required_previous = self.sptd_leg.bolts_required + bolt_capacity_red_previous = self.sptd_leg.bolt_capacity_red + vres_previous = self.sptd_leg.bolt_force + moment_demand_previous = self.sptd_leg.moment_demand + pitch_previous = self.sptd_leg.pitch_provided + gauge_previous = self.sptd_leg.gauge_provided + edge_dist_previous = self.sptd_leg.edge_dist_provided + end_dist_previous = self.sptd_leg.end_dist_provided + beta_lj_sptd_previous = self.beta_lj_sptd + beta_lg_sptd_previous = self.beta_lg_sptd + + count += 1 + else: + pass + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, + n_planes=2) + if self.sptd_leg.length <= self.cleat.leg_a_length and self.sptd_leg.design_status == True: + # self.spting_leg.end_dist_provided = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ + # self.spting_leg.end_dist_provided + self.sptd_leg.cleat_angle_check(self.sptd_leg.height, self.cleat.thickness, self.sptd_leg.bolts_one_line, + self.sptd_leg.bolt_line, self.sptd_leg.gauge_provided, + self.sptd_leg.edge_dist_provided, self.sptd_leg.pitch_provided, + self.sptd_leg.end_dist_provided, self.bolt.dia_hole, self.sptd_leg.fu, + self.sptd_leg.fy, self.sptd_leg.moment_demand, self.max_plate_height, + self.load.shear_force * 1000) + else: + # if self.sptd_leg.reason == "": + # self.sptd_leg.reason = (": Req leg length is {} and Available width on flange side is {}" + # .format(self.sptd_leg.length, self.cleat.leg_a_length)) + self.sptd_leg.design_status = False + + if self.sptd_leg.design_status is False: + self.design_status = False + # self.logger.error(self.sptd_leg.reason) + supporting_leg_check = False + + + else: + supporting_leg_check = self.select_bolt_dia_supporting() + + if supporting_leg_check: + trial += 1 + self.total_bolts_sptd = self.sptd_leg.bolts_one_line * self.sptd_leg.bolt_line + self.total_bolts_spting = self.spting_leg.bolts_one_line * self.spting_leg.bolt_line + + ##### O U T P U T D I C T I O N A R Y F O R M A T ##### + row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter + self.bolt.bolt_PC_provided, # 1-Bolt Grade + self.cleat.designation, # 2-Cleat Angle designation + self.cleat.thickness, # 3-Cleat Angle Thickness + self.cleat.leg_a_length, # 4-Cleat angle leg size + self.sptd_leg.bolts_one_line, # 5-Bolt rows on cleat angle supported leg + self.sptd_leg.bolt_line, # 6-Bolt columns on cleat angle supported leg + self.sptd_leg.height, # 7-Length of the cleat angle + self.sptd_leg.bolt_force, # 8-Bolt Force on supported leg + self.spting_leg.bolts_one_line, # 9-Bolt rows on cleat angle supporting leg + self.spting_leg.bolt_line, # 10-Bolt columns on cleat angle supporting leg + self.spting_leg.height, # 11-Length of the cleat angle + self.spting_leg.bolt_force, # 12-Bolt Force on supporting leg + self.total_bolts_sptd, # 13-Total bolts on supported leg + self.total_bolts_spting, # 14-Total bolts on supporting leg + self.sptd_leg.pitch_provided, # 15-Pitch provided on the supported leg + self.sptd_leg.gauge_provided, # 16-Gauge provided on the supported leg + self.sptd_leg.end_dist_provided, # 17-End Distance provided on the supported leg + self.sptd_leg.edge_dist_provided, # 18-Edge Distance provided on the supported leg + self.spting_leg.pitch_provided, # 19-Pitch provided on the supporting leg + self.spting_leg.gauge_provided, # 20-Gauge provided on the supporting leg + self.spting_leg.end_dist_provided, # 21-End Distance provided on the supporting leg + self.spting_leg.edge_dist_provided, # 22-Edge Distance provided on the supporting leg + self.bolt.bolt_shear_capacity, # 23-Bolt shear capacity on the supported leg + self.bolt.bolt_bearing_capacity, # 24-Bolt bearing capacity on the supported leg + self.bolt2.bolt_shear_capacity, # 25-Bolt shear capacity on the supporting leg + self.bolt2.bolt_bearing_capacity, # 26-Bolt bearing capacity on the supporting leg + self.cleat.root_radius, # 27-Cleat angle root radius + self.sptd_leg.block_shear_capacity, # 28-Cleat angle block shear capacity + self.sptd_leg.cleat_shear_capacity, # 29-Cleat angle shear yielding capacity + self.sptd_leg.cleat_moment_capacity, # 30-Cleat angle moment capacity + self.sptd_leg.moment_demand, # 31-Cleat angle moment demand + + trial] + self.output.append(row) + + if self.output == []: + self.design_status = False + if self.sptd_leg.design_status is False: + self.bolt_capacity_disp_sptd = round( + (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd) / 1000, 2) + if self.sptd_leg.grip_status == False: + self.sptd_leg.reason = "Fails in grip length on supported side." + if self.sptd_leg.reason == "": + self.logger.info("{}rows {}columns {}mm diameter bolts needs leg length of {}" + .format(self.sptd_leg.bolts_one_line, self.sptd_leg.bolt_line, + self.bolt.bolt_diameter_provided, self.sptd_leg.length)) + self.logger.info("Available width is {}".format(min(self.cleat.leg_a_length,self.available_length))) + else: + self.logger.error(self.sptd_leg.reason) + elif self.spting_leg.design_status is False: + self.bolt_capacity_disp_sptd = round( + (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd) / 1000, 2) + self.bolt_capacity_disp_spting = round( + (self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting) / 1000, 2) + if self.spting_leg.grip_status == False: + self.spting_leg.reason = "Fails in grip length on supporting side." + self.logger.error(self.spting_leg.reason) + + self.logger.error("The connection cannot be designed with provided bolt diameters or cleat angle list") + else: + self.select_optimum() + self.for_3D_view() + self.design_status = True + self.sptd_leg.design_status = True + self.spting_leg.design_status = True + self.sptd_leg.grip_status = True + self.spting_leg.grip_status = True + + def select_optimum(self): + """This function sorts the list of available options and selects the combination with least leg size or + thickness or number of bolts""" + self.output.sort(key=lambda x: (x[4], x[3], x[13])) + print(self.output[0]) + + self.bolt.bolt_diameter_provided = self.output[0][0] + self.bolt.bolt_PC_provided = self.output[0][1] + self.cleat.designation = self.output[0][2] + self.cleat.thickness = self.output[0][3] + self.cleat.leg_a_length = self.output[0][4] + self.cleat.leg_b_length = self.output[0][4] + self.sptd_leg.bolts_one_line = self.output[0][5] + self.sptd_leg.bolt_line = self.output[0][6] + self.sptd_leg.height = self.output[0][7] + self.sptd_leg.bolt_force = self.output[0][8] + self.spting_leg.bolts_one_line = self.output[0][9] + self.spting_leg.bolt_line = self.output[0][10] + self.spting_leg.height = self.output[0][11] + self.spting_leg.bolt_force = self.output[0][12] + self.total_bolts_sptd = self.output[0][13] + self.total_bolts_spting = self.output[0][14] + self.sptd_leg.pitch_provided = self.output[0][15] + self.sptd_leg.gauge_provided = self.output[0][16] + self.sptd_leg.end_dist_provided = self.output[0][17] + self.sptd_leg.edge_dist_provided = self.output[0][18] + self.spting_leg.pitch_provided = self.output[0][19] + self.spting_leg.gauge_provided = self.output[0][20] + self.spting_leg.end_dist_provided = self.output[0][21] + self.spting_leg.edge_dist_provided = self.output[0][22] + self.bolt.bolt_shear_capacity = self.output[0][23] + self.bolt.bolt_bearing_capacity = self.output[0][24] + self.bolt2.bolt_shear_capacity = self.output[0][25] + self.bolt2.bolt_bearing_capacity = self.output[0][26] + self.cleat.root_radius = self.output[0][27] + self.sptd_leg.block_shear_capacity = self.output[0][28] + self.sptd_leg.cleat_shear_capacity = self.output[0][29] + self.sptd_leg.cleat_moment_capacity = self.output[0][30] + self.sptd_leg.moment_demand = self.output[0][31] + + self.get_bolt_PC() + + def select_bolt_dia_supporting(self): + + self.supporting_leg_check = False + + self.spting_bolt_conn_plates_t_fu_fy = [] + self.spting_bolt_conn_plates_t_fu_fy.append((self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) + if self.connectivity == VALUES_CONN_1[0]: + self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.flange_thickness, + self.supporting_section.fu, self.supporting_section.fy)) + else: + self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.web_thickness, + self.supporting_section.fu, self.supporting_section.fy)) + + """ + # while considering eccentricity, distance from bolt line to supporting member will be, + # end_dist+gap or end_dist+root_radius+cleat_thickness + # + """ + + self.end_to_spting = self.cleat.thickness + self.cleat.root_radius + self.bolt2.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy,n=1) + self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, + n_planes=1) + + self.l_j_spting = self.spting_leg.gauge_provided * (self.spting_leg.bolts_one_line - 1) + if self.connectivity == VALUES_CONN_1[0]: + self.t_sum_spting = self.supporting_section.flange_thickness + self.cleat.thickness + else: + self.t_sum_spting = self.supporting_section.web_thickness + self.cleat.thickness + + self.beta_lj_spting = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, + self.l_j_spting) + + + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg_spting = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, + self.t_sum_spting, self.l_j_spting) + else: + self.beta_lg_spting = 1.0 + + self.spting_leg.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.sptd_leg.height, + web_plate_h_max=self.sptd_leg.height, + bolt_capacity=self.bolt2.bolt_capacity, + min_edge_dist=self.sptd_leg.edge_dist_provided, + min_gauge=self.sptd_leg.gauge_provided, + max_spacing=self.sptd_leg.gauge_provided, + max_edge_dist=self.sptd_leg.edge_dist_provided, + shear_load=self.load.shear_force * 1000 / 2, + gap=self.end_to_spting, + shear_ecc=True, bolt_line_limit=2, + min_bolts_one_line=self.sptd_leg.bolts_one_line, + min_bolt_line=1, + beta_lg=self.beta_lg_spting, + min_end_dist=self.bolt.min_end_dist_round) + # if self.spting_leg.length > self.cleat.leg_a_length: + # self.logger.info(": {}rows {}columns {}mm diameter bolts needs leg length of {}" + # .format(self.spting_leg.bolts_one_line, self.spting_leg.bolt_line, + # self.bolt2.bolt_diameter_provided, self.spting_leg.length)) + # self.logger.info(": Available width of selected cleat angle leg is {}".format(self.cleat.leg_a_length)) + # count = 0 + # continue + + if self.bolt.bolt_type == TYP_BEARING: + if 8 * self.bolt.bolt_diameter_provided < self.t_sum_spting: + self.spting_leg.grip_status = False + self.spting_leg.design_status = False + + if self.spting_leg.design_status is False and self.cleat_list_thk and self.spting_leg.grip_status is True: + self.cleat_list_thk = [x for x in self.cleat_list_thk if x != self.cleat.designation] + # if not self.cleat_list_thk: + # self.design_status = False + # else: + # self.select_bolt_dia_beam() + self.design_status = False + else: + pass + + if self.spting_leg.length <= self.cleat.leg_a_length and self.spting_leg.design_status is True: + # self.spting_leg.end_dist_provided = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ + # self.spting_leg.end_dist_provided + self.spting_leg.cleat_angle_check(self.spting_leg.height, self.cleat.thickness, self.spting_leg.bolts_one_line, + self.spting_leg.bolt_line, self.spting_leg.gauge_provided, + self.spting_leg.edge_dist_provided, self.spting_leg.pitch_provided, + self.spting_leg.end_dist_provided, self.bolt2.dia_hole, self.spting_leg.fu, + self.spting_leg.fy, self.spting_leg.moment_demand, self.max_plate_height, + self.load.shear_force * 1000) + else: + if self.spting_leg.reason == "": + self.spting_leg.reason = (": Req leg length is {} and available leg size of cleat angle is {}" + .format(self.spting_leg.length, self.cleat.leg_a_length)) + self.spting_leg.design_status = False + + if self.spting_leg.design_status is False: + self.design_status = False + # self.logger.error(self.spting_leg.reason) + + else: + self.design_status = True + self.supporting_leg_check = True + + return self.supporting_leg_check + + def get_bolt_PC(self): + self.sptd_bolt_conn_plates_t_fu_fy = [] + self.sptd_bolt_conn_plates_t_fu_fy.append((2 * self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) + self.sptd_bolt_conn_plates_t_fu_fy.append( + (self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) + + self.spting_bolt_conn_plates_t_fu_fy = [] + self.spting_bolt_conn_plates_t_fu_fy.append((self.cleat.thickness, self.sptd_leg.fu, self.sptd_leg.fy)) + if self.connectivity == VALUES_CONN_1[0]: + self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.flange_thickness, + self.supporting_section.fu, self.supporting_section.fy)) + else: + self.spting_bolt_conn_plates_t_fu_fy.append((self.supporting_section.web_thickness, + self.supporting_section.fu, self.supporting_section.fy)) + + + self.l_j_sptd = self.sptd_leg.gauge_provided * (self.sptd_leg.bolts_one_line - 1) + self.t_sum_sptd = self.supported_section.web_thickness + 2 * self.cleat.thickness + self.l_j_spting = self.spting_leg.gauge_provided * (self.spting_leg.bolts_one_line - 1) + if self.connectivity == VALUES_CONN_1[0]: + self.t_sum_spting = self.supporting_section.flange_thickness + self.cleat.thickness + else: + self.t_sum_spting = self.supporting_section.web_thickness + self.cleat.thickness + + self.beta_lj_sptd = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, self.l_j_sptd) + + self.beta_lj_spting = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, + self.l_j_spting) + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg_sptd = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, + self.t_sum_sptd, self.l_j_sptd) + self.beta_lg_spting = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, + self.t_sum_spting, self.l_j_spting) + else: + self.beta_lg_sptd = 1.0 + self.beta_lg_spting = 1.0 + bolt_PC_previous = self.bolt.bolt_PC_provided + for self.bolt.bolt_PC_provided in reversed(self.bolt.bolt_grade): + self.bolt2.bolt_PC_provided = self.bolt.bolt_PC_provided + count = 1 + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, + n_planes=2, e=self.sptd_leg.edge_dist_provided, p=self.sptd_leg.gauge_provided) + + + self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, + n_planes=1, e=self.spting_leg.edge_dist_provided, p=self.spting_leg.gauge_provided) + + if (self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd < self.sptd_leg.bolt_force + or self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting < self.spting_leg.bolt_force): + self.bolt.bolt_PC_provided = bolt_PC_previous + self.bolt2.bolt_PC_provided = bolt_PC_previous + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy, + n_planes=2, e=self.sptd_leg.edge_dist_provided, p=self.sptd_leg.gauge_provided) + self.bolt2.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy, + n_planes=1, e=self.spting_leg.edge_dist_provided, p=self.spting_leg.gauge_provided) + break + bolt_PC_previous = self.bolt.bolt_PC_provided + count += 1 + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.sptd_bolt_conn_plates_t_fu_fy,n=2) + self.bolt2.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.spting_bolt_conn_plates_t_fu_fy,n=1) + self.bolt_capacity_disp_sptd = round((self.bolt.bolt_capacity * self.beta_lj_sptd * self.beta_lg_sptd)/1000, 2) + self.bolt_capacity_disp_spting = round((self.bolt2.bolt_capacity * self.beta_lj_spting * self.beta_lg_spting)/1000, 2) + + + def for_3D_view(self): + self.design_status = True + self.cleat = Angle(designation=self.cleat.designation,material_grade=self.cleat_material_grade) + self.cleat.gauge_sptd = self.sptd_leg.gauge_provided + self.cleat.pitch_sptd = self.sptd_leg.pitch_provided + self.cleat.edge_sptd = self.sptd_leg.edge_dist_provided + # self.cleat.end_sptd = self.sptd_leg.end_dist_provided + self.cleat.end_sptd =self.cleat.leg_a_length - max(self.sptd_leg.gap, self.cleat.thickness +self.cleat.root_radius)\ + - self.sptd_leg.end_dist_provided - self.cleat.gauge_sptd*(self.sptd_leg.bolt_line-1) + self.cleat.bolt_lines_sptd = self.sptd_leg.bolt_line + self.cleat.bolt_one_line_sptd = self.sptd_leg.bolts_one_line + + self.cleat.gauge_spting = self.spting_leg.gauge_provided + self.cleat.pitch_spting = self.spting_leg.pitch_provided + self.cleat.edge_spting = self.spting_leg.edge_dist_provided + # self.cleat.end_spting = self.spting_leg.end_dist_provided + self.cleat.end_spting = self.cleat.leg_a_length - self.cleat.thickness - self.cleat.root_radius - \ + self.spting_leg.end_dist_provided - self.cleat.gauge_spting*(self.spting_leg.bolt_line-1) + self.cleat.bolt_lines_spting = self.spting_leg.bolt_line + self.cleat.bolt_one_line_spting = self.spting_leg.bolts_one_line + + self.cleat.height = max(self.spting_leg.height, self.sptd_leg.height) + self.cleat.gap = self.sptd_leg.gap + self.logger.debug("=== End Of Design ===") + + def save_design(self, popup_summary): + super(CleatAngleConnection, self).save_design() + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") + if self.cleat_list_thk: + self.report_cleat_angle = {KEY_DISP_SEC_PROFILE: "equaldp", + # Image shall be save with this name.png in resource files + KEY_DISP_SECSIZE_REPORT: self.cleat.designation, + KEY_DISP_MATERIAL: self.cleat.material, + KEY_DISP_FU: round(self.cleat.fu, 2), + KEY_DISP_FY: round(self.cleat.fy, 2), + KEY_REPORT_MASS: round(self.cleat.mass, 2), + KEY_REPORT_AREA: round((self.cleat.area / 100), 2), + KEY_REPORT_MAX_LEG_SIZE: round(self.cleat.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(self.cleat.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(self.cleat.thickness, 2), + KEY_REPORT_R1: round(self.cleat.root_radius, 2), + KEY_REPORT_R2: round(self.cleat.toe_radius, 2), + KEY_REPORT_CY: round(self.cleat.Cy, 2), + KEY_REPORT_CZ: round(self.cleat.Cz, 2), + KEY_REPORT_IZ: round(self.cleat.mom_inertia_z / 10000, 2), + KEY_REPORT_IY: round(self.cleat.mom_inertia_y / 10000, 2), + KEY_REPORT_IU: round(self.cleat.mom_inertia_u / 10000, 2), + KEY_REPORT_IV: round(self.cleat.mom_inertia_v / 10000, 2), + KEY_REPORT_RZ: round(self.cleat.rad_of_gy_z / 10, 2), + KEY_REPORT_RY: round((self.cleat.rad_of_gy_y) / 10, 2), + KEY_REPORT_RU: round((self.cleat.rad_of_gy_u) / 10, 2), + KEY_REPORT_RV: round((self.cleat.rad_of_gy_v) / 10, 2), + KEY_REPORT_ZEZ: round(self.cleat.elast_sec_mod_z / 1000, 2), + KEY_REPORT_ZEY: round(self.cleat.elast_sec_mod_y / 1000, 2), + KEY_REPORT_ZPZ: round(self.cleat.plast_sec_mod_z / 1000, 2), + KEY_REPORT_ZPY: round(self.cleat.elast_sec_mod_y / 1000, 2)} + else: + self.report_cleat_angle = {} + + self.report_input = \ + {KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, + KEY_CONN: self.connectivity, + KEY_DISP_SHEAR: self.load.shear_force, + "Supporting Section - Mechanical Properties": "TITLE", + "Supporting Section Details": self.report_supporting, + + "Supported Section - Mechanical Properties": "TITLE", + "Supported Section Details": self.report_supported, + + "Bolt Details - Input and Design Preference": "TITLE", + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), + KEY_DISP_TYP: self.bolt.bolt_type, + KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, + + "Detailing - Design Preference": "TITLE", + KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + KEY_DISP_GAP: self.sptd_leg.gap, + KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, + KEY_DISP_CLEAT_ANGLE_LIST: str(self.cleat_list), + "Selected Section Details": self.report_cleat_angle + } + if not self.cleat_list_thk: + self.report_input.pop("Selected Section Details") + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + + + if not self.cleat_list_thk: + t1 = ('SubSection', 'Minimum Plate Thickness Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), + self.thickness_list,'Fail') + self.report_check.append(t1) + t1 = ('Available Length on Supporting Section', self.available_length, + self.leg_lengths, 'Fail') + self.report_check.append(t1) + + elif self.supported_section.design_status is True: + t1 = ('SubSection', 'Initial Section Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + a = self.supported_section + h = a.web_height + t = a.web_thickness + t1 = (KEY_DISP_SHEAR_YLD, self.load.shear_force, + cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, + round(a.shear_yielding_capacity / 1000, 2)), + get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + allow_shear_capacity(round(a.shear_yielding_capacity / 1000, 2), + round(a.low_shear_capacity / 1000, 2)), + get_pass_fail(self.load.shear_force, round(a.low_shear_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = ('SubSection', 'Load Consideration', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + min_shear_load = min(40, round(0.15 * self.supported_section.shear_yielding_capacity / 0.6, 2)) + applied_shear_force = max(self.load.shear_force, min_shear_load) + + t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, + prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, + app_shear_load=applied_shear_force, + shear_capacity_1=round(self.supported_section.shear_yielding_capacity / 1000, 2)), "") + self.report_check.append(t1) + + + for leg in [self.sptd_leg, self.spting_leg]: + if self.sptd_leg.design_status == False and leg == self.spting_leg: + continue + if leg == self.sptd_leg: + t1 = ('SubSection', 'Bolt Design - Connected to Beam', '|p{3cm}|p{5.5cm}|p{6cm}|p{1.5cm}|') + connecting_plates = [self.cleat.thickness, self.supported_section.web_thickness] + all_connecting_plates_tk = [i[0] for i in self.sptd_bolt_conn_plates_t_fu_fy] + bolt=self.bolt + bolt_shear_capacity_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) + if self.bolt.bolt_type == "Bearing Bolt": + bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) + bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) + bolt_force_kn = round(self.sptd_leg.bolt_force / 1000, 2) + bolt_capacity_red_kn = self.bolt_capacity_disp_sptd + n_planes=2 + beta_lj = self.beta_lj_sptd + beta_lg = self.beta_lg_sptd + else: + t1 = ('SubSection', 'Bolt Design - Connected to Column', '|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') + if self.connectivity == VALUES_CONN_2[0]: + connecting_plates = [self.cleat.thickness, self.supporting_section.web_thickness] + else: + connecting_plates = [self.cleat.thickness, self.supporting_section.flange_thickness] + bolt=self.bolt2 + all_connecting_plates_tk = [i[0] for i in self.spting_bolt_conn_plates_t_fu_fy] + bolt_shear_capacity_kn = round(self.bolt2.bolt_shear_capacity / 1000, 2) + if self.bolt2.bolt_bearing_capacity != 'N/A': + bolt_bearing_capacity_kn = round(self.bolt2.bolt_bearing_capacity / 1000, 2) + + bolt_capacity_kn = round(self.bolt2.bolt_capacity / 1000, 2) + bolt_force_kn = round(self.spting_leg.bolt_force / 1000, 2) + bolt_capacity_red_kn = self.bolt_capacity_disp_spting + n_planes=1 + beta_lj = self.beta_lj_spting + beta_lg = self.beta_lg_spting + self.report_check.append(t1) + t1 = (KEY_DISP_D, '', bolt.bolt_diameter_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_GRD, '', bolt.bolt_grade_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_CLEATANGLE, '',self.cleat.designation,'') + self.report_check.append(t1) + t6 = (DISP_NUM_OF_COLUMNS, '', leg.bolt_line, '') + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, '', leg.bolts_one_line, '') + self.report_check.append(t7) + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(bolt.bolt_diameter_provided,'pitch'), + leg.gauge_provided, + get_pass_fail(bolt.min_pitch, leg.gauge_provided, relation='leq')) + self.report_check.append(t1) + # if leg.design_status is True: + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates,'pitch'), + leg.gauge_provided, + get_pass_fail(bolt.max_spacing, leg.gauge_provided, relation='geq')) + self.report_check.append(t1) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(bolt.bolt_diameter_provided,'gauge'), + leg.pitch_provided if leg.pitch_provided > 0 else 'N/A', + get_pass_fail(bolt.min_gauge, leg.pitch_provided, relation="leq")) + self.report_check.append(t2) + t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(connecting_plates,'gauge'), + leg.pitch_provided if leg.pitch_provided > 0 else 'N/A', + get_pass_fail(bolt.max_spacing, leg.pitch_provided, relation="geq")) + self.report_check.append(t2) + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(d_0=bolt.dia_hole, + edge_type=bolt.edge_type, parameter='end_dist'), + leg.edge_dist_provided, + get_pass_fail(bolt.min_end_dist, leg.edge_dist_provided, relation='leq')) + self.report_check.append(t3) + if leg == self.sptd_leg: + t4 = (DISP_MAX_END, + cl_10_2_4_3_max_edge_end_dist(self.bolt.single_conn_plates_t_fu_fy, bolt.corrosive_influences, + parameter='end_dist'), + leg.edge_dist_provided, + get_pass_fail(bolt.max_end_dist, leg.edge_dist_provided, relation='geq')) + self.report_check.append(t4) + else: + t4 = (DISP_MAX_END, + cl_10_2_4_3_max_edge_end_dist(self.bolt2.single_conn_plates_t_fu_fy, bolt.corrosive_influences, + parameter='end_dist'), + leg.edge_dist_provided, + get_pass_fail(bolt.max_end_dist, leg.edge_dist_provided, relation='geq')) + self.report_check.append(t4) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(d_0=bolt.dia_hole, + edge_type=bolt.edge_type, + parameter='edge_dist'), + leg.end_dist_provided, + get_pass_fail(bolt.min_edge_dist, leg.end_dist_provided, relation='leq')) + self.report_check.append(t3) + if leg == self.sptd_leg: + t4 = (DISP_MAX_EDGE, + cl_10_2_4_3_max_edge_end_dist(self.bolt.single_conn_plates_t_fu_fy, bolt.corrosive_influences, + parameter='edge_dist'), + leg.end_dist_provided, + get_pass_fail(bolt.max_edge_dist, leg.end_dist_provided, relation="geq")) + else: + t4 = (DISP_MAX_EDGE, + cl_10_2_4_3_max_edge_end_dist(self.bolt2.single_conn_plates_t_fu_fy, + bolt.corrosive_influences, + parameter='edge_dist'), + leg.end_dist_provided, + get_pass_fail(bolt.max_edge_dist, leg.end_dist_provided, relation="geq")) + self.report_check.append(t4) + + + if self.sptd_leg.reason == "Minimum end/edge distance is greater than max end/edge distance." or\ + self.sptd_leg.reason == "Can't fit two bolts in one line. Select lower diameter." or \ + self.sptd_leg.reason == "Minimum pitch/gauge distance is greater than max pitch/gauge distance.": + pass + else: + if leg == self.sptd_leg: + ecc = max(self.sptd_leg.gap, self.cleat.thickness + self.cleat.root_radius) + \ + self.sptd_leg.end_dist_provided+self.sptd_leg.pitch_provided*(self.sptd_leg.bolt_line-1)/2 + + leg.get_vres(leg.bolts_one_line, leg.pitch_provided, leg.gauge_provided, leg.bolt_line, + self.load.shear_force, self.load.axial_force, + ecc=ecc, web_moment=0.0) + t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( + shear_load=round(self.load.shear_force, 2), + web_moment=0.0, ecc=leg.ecc, + moment_demand=round(leg.moment_demand, 2)), '') + else: + print("ecc",self.spting_leg.end_dist_provided + self.cleat.thickness + self.cleat.root_radius) + ecc = self.spting_leg.end_dist_provided + self.cleat.thickness + self.cleat.root_radius + \ + self.spting_leg.pitch_provided * (self.spting_leg.bolt_line-1)/2 + leg.get_vres(leg.bolts_one_line, leg.pitch_provided, leg.gauge_provided, leg.bolt_line, + self.load.shear_force/2, self.load.axial_force/2, + ecc=ecc, web_moment=0.0) + t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( + shear_load=round(self.load.shear_force/2, 2), + web_moment=0.0, ecc=leg.ecc, + moment_demand=round(leg.moment_demand, 2)), '') + + self.report_check.append(t10) + + t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=leg.bolts_one_line + , gauge=leg.gauge_provided, + ymax=round(leg.ymax, 2), + xmax=round(leg.xmax, 2), + bolt_line=leg.bolt_line, + pitch=leg.pitch_provided, + length_avail=leg.length_avail, + conn='fin'), '', '') + self.report_check.append(t10) + + t10 = (KEY_OUT_BOLT_FORCE, Vres_bolts(bolts_one_line=leg.bolts_one_line, + ymax=round(leg.ymax, 2), + xmax=round(leg.xmax, 2), + bolt_line=leg.bolt_line, + shear_load=round(self.load.shear_force, 2), + axial_load=round(self.load.axial_force, 2), + moment_demand=round(leg.moment_demand, 2), + r=round(leg.sigma_r_sq / 1000, 2), + vbv=round(leg.vbv, 2), + tmv=round(leg.tmv, 2), + tmh=round(leg.tmh, 2), + abh=round(leg.abh, 2), + vres=round(leg.bolt_force / 1000, 2)), '', '') + self.report_check.append(t10) + # else: + # t3 = (KEY_OUT_BOLT_FORCE, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), + # n=leg.bolts_one_line*leg.bolt_line, + # T_ba=round(leg.bolt_force / 1000, 2), + # load='shear'),'','') + # self.report_check.append(t3) + if bolt.bolt_type == TYP_BEARING: + + t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', + cl_10_3_3_bolt_shear_capacity(bolt.bolt_fu, n_planes, bolt.bolt_net_area, + bolt.gamma_mb, bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", + cl_10_3_4_calculate_kb(leg.edge_dist_provided, leg.gauge_provided, + bolt.dia_hole, + bolt.bolt_fu, bolt.fu_considered), '') + self.report_check.append(t8) + t2 = (KEY_OUT_DISP_BOLT_BEARING, '', + cl_10_3_4_bolt_bearing_capacity(bolt.kb, bolt.bolt_diameter_provided, + self.sptd_bolt_conn_plates_t_fu_fy, bolt.gamma_mb, + bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, '', + cl_10_3_2_bolt_capacity(bolt_shear_capacity_kn, bolt_bearing_capacity_kn, bolt_capacity_kn), + '') + self.report_check.append(t3) + else: + kh_disp = round(bolt.kh, 2) + t4 = (KEY_OUT_DISP_BOLT_SLIP, '', + cl_10_4_3_HSFG_bolt_capacity(mu_f=bolt.mu_f, n_e=1, K_h=kh_disp, fub=bolt.bolt_fu, + Anb=bolt.bolt_net_area, gamma_mf=bolt.gamma_mf, + capacity=bolt_capacity_kn), '') + self.report_check.append(t4) + + + t10 = (KEY_OUT_LONG_JOINT, '', + cl_10_3_3_1_long_joint_bolted_prov(leg.bolt_line, leg.bolts_one_line, + leg.pitch_provided, leg.gauge_provided, + bolt.bolt_diameter_provided, bolt_capacity_kn, + bolt_capacity_red_kn, 'n_r'), "") + self.report_check.append(t10) + if self.bolt.bolt_type == TYP_BEARING: + if leg.grip_status == True: + grip_remarks = "Pass" + else: + grip_remarks = "Fail" + else: + grip_remarks = "N/A" + t10 = (KEY_OUT_LARGE_GRIP, '', + cl_10_3_3_2_large_grip_bolted_prov(sum(all_connecting_plates_tk),self.bolt.bolt_diameter_provided, beta_lg), grip_remarks) + self.report_check.append(t10) + if leg.grip_status == True: + t13 = (KEY_OUT_BOLT_CAPACITY_REDUCED, '',bolt_red_capacity_prov(beta_lj, beta_lg,bolt_capacity_kn, + bolt_capacity_red_kn,'b'), + "") + self.report_check.append(t13) + + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, bolt_force_kn, bolt_capacity_red_kn, + get_pass_fail(bolt_force_kn, bolt_capacity_red_kn, relation="lesser")) + self.report_check.append(t5) + + # if self.sptd_leg.design_status == True: + ################### + # Cleat angle checks + ################### + + if self.sptd_leg.grip_status== True and self.spting_leg.grip_status == True: + t1 = ('SubSection', 'Cleat Angle Check', '|p{3.5cm}|p{7.0cm}|p{4.5cm}|p{1cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_CLEAT_HEIGHT, min_plate_ht_req(self.supported_section.depth, self.supported_section.root_radius, + self.supported_section.flange_thickness,self.min_plate_height), + self.sptd_leg.height, + get_pass_fail(self.min_plate_height, self.sptd_leg.height, relation="leq")) + self.report_check.append(t1) + if self.connectivity == VALUES_CONN_1: + t1 = (DISP_MAX_CLEAT_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.notch_ht, + self.max_plate_height), self.sptd_leg.height, + get_pass_fail(self.max_plate_height, self.sptd_leg.height, relation="greater")) + self.report_check.append(t1) + else: + t1 = (DISP_MAX_CLEAT_HEIGHT, max_plate_ht_req(self.connectivity, self.supporting_section.depth, + self.supporting_section.flange_thickness, + self.supporting_section.root_radius, + 0.0, + self.max_plate_height), self.sptd_leg.height, + get_pass_fail(self.max_plate_height, self.sptd_leg.height, relation="greater")) + self.report_check.append(t1) + additional_length = max(self.sptd_leg.gap, self.cleat.thickness+self.cleat.root_radius) + min_plate_length = additional_length + 2 * self.bolt.min_end_dist + \ + (self.sptd_leg.bolt_line - 1) * self.bolt.min_pitch + t1 = (DISP_MIN_LEG_LENGTH + ' (on supported leg)', min_angle_leg_length(self.bolt.min_pitch, self.bolt.min_end_dist,self.sptd_leg.gap, + self.cleat.thickness,self.cleat.root_radius, + self.sptd_leg.bolt_line, min_plate_length), + self.cleat.leg_a_length, + get_pass_fail(min_plate_length, self.cleat.leg_a_length, relation="lesser")) + self.report_check.append(t1) + min_plate_length = max(min_plate_length,2 * self.bolt2.min_end_dist + \ + (self.spting_leg.bolt_line - 1) * self.bolt2.min_pitch) + t1 = (DISP_MIN_LEG_LENGTH + ' (on supporting leg)', min_angle_leg_length(self.bolt.min_pitch, self.bolt.min_end_dist,0.0, + self.cleat.thickness,self.cleat.root_radius, + max(1,self.spting_leg.bolt_line), min_plate_length), + self.cleat.leg_a_length, + get_pass_fail(min_plate_length, self.cleat.leg_a_length, relation="lesser")) + self.report_check.append(t1) + + t1 = (DISP_MIN_CLEAT_THK, min_plate_thk_req(self.supported_section.web_thickness,0.5), + self.cleat.thickness, + get_pass_fail(self.supported_section.web_thickness*0.5, self.cleat.thickness, + relation="lesser")) + self.report_check.append(t1) + + if self.sptd_leg.design_status == True: + if self.design_status == True: + h = self.cleat.height + t = self.cleat.thickness + elif self.spting_leg.height > 0 and self.spting_leg.thickness_provided > 0: + h = max(self.sptd_leg.height, self.spting_leg.height) + t = max(self.sptd_leg.thickness_provided,self.spting_leg.thickness_provided) + else: + h = self.sptd_leg.height + t = self.sptd_leg.thickness_provided + cleat_plastic_section_modulus = 2 * h ** 2 * t / 4 + t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, self.cleat.fy, gamma_m0, + round(self.sptd_leg.cleat_shear_capacity/1000,2),2), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', + cl_6_4_blockshear_capacity_member(Tdb=round(self.sptd_leg.block_shear_capacity / 1000, 2), + stress='shear'), '') + self.report_check.append(t1) + cleat_shear_capacity = min(self.sptd_leg.cleat_shear_capacity,self.sptd_leg.block_shear_capacity) + t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, + cl_8_4_shear_capacity_member(round(self.sptd_leg.cleat_shear_capacity / 1000,2), + 0.0, + round(self.sptd_leg.block_shear_capacity / 1000, 2),'full'), + get_pass_fail(self.load.shear_force, round(cleat_shear_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, round(self.sptd_leg.moment_demand/1000, 2), + cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(cleat_plastic_section_modulus, 2), + f_y=self.cleat.fy, + gamma_m0=gamma_m0, + Pmc=round(self.sptd_leg.cleat_moment_capacity/1000000,2)), + get_pass_fail(self.sptd_leg.moment_demand, self.sptd_leg.cleat_moment_capacity, relation="lesser")) + self.report_check.append(t1) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + return True + diff --git a/design_type/connection/column_cover_plate.py b/osdag_core/design_type/connection/column_cover_plate.py similarity index 77% rename from design_type/connection/column_cover_plate.py rename to osdag_core/design_type/connection/column_cover_plate.py index 4b086bfb2..9578dbcc1 100644 --- a/design_type/connection/column_cover_plate.py +++ b/osdag_core/design_type/connection/column_cover_plate.py @@ -13,23 +13,22 @@ """ -from design_type.connection.moment_connection import MomentConnection -from utils.common.component import * -from utils.common.is800_2007 import * -from Common import * -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * - -from utils.common.load import Load +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...utils.common.is800_2007 import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * + +from ...utils.common.load import Load import logging - - - - +from ...custom_logger import CustomLogger +from django.conf import settings class ColumnCoverPlate(MomentConnection): def __init__(self): super(ColumnCoverPlate, self).__init__() + self.hover_dict = {} self.design_status = False ############################################### @@ -86,7 +85,8 @@ def tab_value_changed(self): """ change_tab = [] - t2 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + t2 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [ + KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) change_tab.append(t2) t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, @@ -98,7 +98,8 @@ def tab_value_changed(self): 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) change_tab.append(t4) - t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [ + KEY_SOURCE], TYPE_TEXTBOX, self.change_source) change_tab.append(t6) return change_tab @@ -139,10 +140,12 @@ def input_dictionary_design_pref(self): # t2 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) # design_input.append(t2) - t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + t3 = ("Bolt", TYPE_COMBOBOX, [ + KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) design_input.append(t3) - t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + t5 = ("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) design_input.append(t5) t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) @@ -156,7 +159,6 @@ def input_dictionary_design_pref(self): return design_input - def input_dictionary_without_design_pref(self): """ @@ -192,7 +194,8 @@ def refresh_input_dock(self): """ add_buttons = [] - t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, + KEY_SECSIZE, None, None, "Columns") add_buttons.append(t2) return add_buttons @@ -200,11 +203,11 @@ def refresh_input_dock(self): def get_values_for_design_pref(self, key, design_dictionary): if design_dictionary[KEY_MATERIAL] != 'Select Material': - fu = Material(design_dictionary[KEY_MATERIAL],41).fu + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu else: fu = '' - val = {KEY_DP_BOLT_TYPE: "Pretensioned", + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', KEY_DP_BOLT_HOLE_TYPE: "Standard", KEY_DP_BOLT_SLIP_FACTOR: str(0.3), KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, @@ -217,17 +220,17 @@ def get_values_for_design_pref(self, key, design_dictionary): return val - def out_bolt_bearing(self): + def out_bolt_bearing(self, arg): - bolt_type = self[0] + bolt_type = arg[0] if bolt_type != TYP_BEARING: return True else: return False - def preference_type(self): + def preference_type(self, args): - pref_type = self[0] + pref_type = args[0] if pref_type == VALUES_FLANGEPLATE_PREFERENCES[0]: return True else: @@ -236,121 +239,160 @@ def preference_type(self): # Design Preference Functions End #################################### - def set_osdaglogger(key): - + def set_osdaglogger(self, key, id): """ - Function to set Logger for Tension Module + Function to set Logger for FinPlate Module """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_ctc_cover_plate_bolt_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop( + unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', - datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) def input_value_changed(self): lst = [] - t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + t8 = ([KEY_MATERIAL], KEY_MATERIAL, + TYPE_CUSTOM_MATERIAL, self.new_material) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT,TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) - return lst - def input_values(self): options_list = [] - t16 = (KEY_MODULE, KEY_DISP_COLUMNCOVERPLATE, TYPE_MODULE, None, True, 'No Validator') + t16 = (KEY_MODULE, KEY_DISP_COLUMNCOVERPLATE, + TYPE_MODULE, None, True, 'No Validator') options_list.append(t16) t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') options_list.append(t1) - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, connectdb("Columns"), True, 'No Validator') + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t4) # t15 = (KEY_IMAGE, None, TYPE_IMAGE, None, True, 'No Validator') # options_list.append(t15) - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, + VALUES_MATERIAL, True, 'No Validator') options_list.append(t5) t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') options_list.append(t6) - t17 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'Int Validator') + t17 = (KEY_MOMENT, KEY_DISP_MOMENT, + TYPE_TEXTBOX, None, True, 'Int Validator') options_list.append(t17) - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'Int Validator') + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, + None, True, 'Int Validator') options_list.append(t7) - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, + None, True, 'Int Validator') options_list.append(t8) t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') options_list.append(t9) - t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_D, True, 'No Validator') options_list.append(t10) - t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, + VALUES_TYP, True, 'No Validator') options_list.append(t11) - t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_GRD, True, 'No Validator') options_list.append(t12) - t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') + t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') options_list.append(t18) - t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') + t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, + TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') options_list.append(t19) - t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') + t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') options_list.append(t20) - t21 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') + t21 = (None, DISP_TITLE_WEBSPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') options_list.append(t21) - t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') + t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') options_list.append(t22) - # t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, None) # options_list.append(t13) # @@ -377,15 +419,16 @@ def flangespacing(self, flag): flangespacing = [] - - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") + t00 = (None, "", TYPE_NOTE, + "Representative Image for Spacing Details - 3 x 3 pattern considered") flangespacing.append(t00) # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') # spacing.append(t99) t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_2.png', 400, 352, ""]) # [image, width, height, caption] + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_2.png")), 400, 352, ""]) flangespacing.append(t99) t21 = (KEY_FLANGE_PITCH, KEY_DISP_FLANGE_PLATE_PITCH, TYPE_TEXTBOX, @@ -410,24 +453,28 @@ def webspacing(self, flag): webspacing = [] - t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") + t00 = (None, "", TYPE_NOTE, + "Representative Image for Spacing Details - 3 x 3 pattern considered") webspacing.append(t00) # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') # spacing.append(t99) t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_2.png', 400, 352, ""]) # [image, width, height, caption] + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_2.png")), 400, 352, ""]) webspacing.append(t99) - t8 = (KEY_WEB_PITCH, KEY_DISP_WEB_PLATE_PITCH, TYPE_TEXTBOX, self.web_plate.pitch_provided if flag else '') + t8 = (KEY_WEB_PITCH, KEY_DISP_WEB_PLATE_PITCH, TYPE_TEXTBOX, + self.web_plate.pitch_provided if flag else '') webspacing.append(t8) t9 = (KEY_ENDDIST_W, KEY_DISP_END_DIST_W, TYPE_TEXTBOX, self.web_plate.end_dist_provided if flag else '') webspacing.append(t9) - t10 = (KEY_WEB_GAUGE, KEY_DISP_WEB_PLATE_GAUGE, TYPE_TEXTBOX, self.web_plate.gauge_provided if flag else '') + t10 = (KEY_WEB_GAUGE, KEY_DISP_WEB_PLATE_GAUGE, TYPE_TEXTBOX, + self.web_plate.gauge_provided if flag else '') webspacing.append(t10) t11 = (KEY_EDGEDIST_W, KEY_DISP_EDGEDIST_W, TYPE_TEXTBOX, @@ -442,10 +489,12 @@ def flangecapacity(self, flag): # t99 = (None, "Block Shear in Flange & Flange plate in Axial ", TYPE_SECTION, # './ResourceFiles/images/column_flange_failure.png') # flangecapacity.append(t99) - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern \n (Half Plate)- 2 x 3 Bolts pattern considered") + t00 = (None, "", TYPE_NOTE, + "Representative image for Failure Pattern \n (Half Plate)") flangecapacity.append(t00) t99 = (None, 'Failure Pattern due to Tension in Plate and Member', TYPE_SECTION, - ['./ResourceFiles/images/2L_V.png', 211, 350, "Block Shear Pattern"]) # [image, width, height, caption] + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("2L_V.png")), 211, 350, "Block Shear Pattern"]) flangecapacity.append(t99) # t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, # ['./ResourceFiles/images/L_V.jpg', 211, 349, "Block Shear Pattern"]) # [image, width, height, caption] @@ -466,14 +515,14 @@ def webcapacity(self, flag): webcapacity = [] t00 = ( - None, "", TYPE_NOTE, "Representative image for Failure Pattern \n (Half Plate) - 2 x 3 Bolts pattern considered") + None, "", TYPE_NOTE, "Representative image for Failure Pattern \n (Half Plate)") webcapacity.append(t00) t99 = (None, 'Failure Pattern due to tension in Member and Plate', TYPE_SECTION, - ['./ResourceFiles/images/U_V.png', 211,350, "Block Shear Pattern"]) # [image, width, height, caption] + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("U_V.png")), 211, 350, "Block Shear Pattern"]) webcapacity.append(t99) - t30 = (KEY_WEB_TEN_CAPACITY, KEY_DISP_WEB_TEN_CAPACITY, TYPE_TEXTBOX, round(self.section.tension_capacity_web / 1000, 2) if flag else '') webcapacity.append(t30) @@ -483,7 +532,7 @@ def webcapacity(self, flag): webcapacity.append(t30) t99 = (None, 'Failure Pattern due to Shear in Plate', TYPE_SECTION, - ['./ResourceFiles/images/L_Vshear.png', 239 , 350, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("L_Vshear.png")), 239, 350, "Block Shear Pattern"]) # [image, width, height, caption] webcapacity.append(t99) @@ -550,7 +599,8 @@ def flange_bolt_capacity(self, flag): bolt_bearing_capacity_disp = '' if flag is True: if self.flange_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - bolt_bearing_capacity_disp = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) + bolt_bearing_capacity_disp = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) pass else: bolt_bearing_capacity_disp = self.flange_bolt.bolt_bearing_capacity @@ -600,17 +650,18 @@ def web_bolt_capacity(self, flag): webbolt_bearing_capacity_disp = '' if flag is True: if self.web_bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: - webbolt_bearing_capacity_disp = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) + webbolt_bearing_capacity_disp = round( + self.web_bolt.bolt_bearing_capacity / 1000, 2) pass else: webbolt_bearing_capacity_disp = self.web_bolt.bolt_bearing_capacity t5 = ( - KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, webbolt_bearing_capacity_disp if flag else '', - True) + KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, webbolt_bearing_capacity_disp if flag else '', + True) web_bolt_capacity.append(t5) if self.web_plate.beta_lj > 0: - self.web_plate.beta_lj =round(self.web_plate.beta_lj, 2) + self.web_plate.beta_lj = round(self.web_plate.beta_lj, 2) else: self.web_plate.beta_lj = 1 @@ -635,8 +686,9 @@ def output_values(self, flag): t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) out_list.append(t4) t21 = ( - KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, ['Member Capacity', self.member_capacityoutput], - True) + KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, [ + 'Member Capacity', self.member_capacityoutput], + True) out_list.append(t21) t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) @@ -681,11 +733,13 @@ def output_values(self, flag): int(self.web_plate.thickness_provided) if flag else '', True) out_list.append(t7) - t21 = (KEY_WEB_SPACING, KEY_DISP_WEB_SPACING, TYPE_OUT_BUTTON, ['Web Spacing Details', self.webspacing], True) + t21 = (KEY_WEB_SPACING, KEY_DISP_WEB_SPACING, TYPE_OUT_BUTTON, + ['Web Spacing Details', self.webspacing], True) out_list.append(t21) - t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, ['Web Capacity', self.webcapacity], True) - out_list.append(t21) + # t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, + # ['Web Capacity', self.webcapacity], True) + # out_list.append(t21) t17 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True) out_list.append(t17) @@ -696,20 +750,21 @@ def output_values(self, flag): out_list.append(t18) t19 = (KEY_FLANGE_PLATE_LENGTH, KEY_DISP_FLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_out_len if flag else '', True) + getattr(self, 'plate_out_len', '') if flag else '', True) out_list.append(t19) t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - int(self.flange_out_plate_tk) if flag else '', True) + int(getattr(self, 'flange_out_plate_tk', 0) or 0) if flag else '', True) out_list.append(t20) t21 = ( - KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, ['Flange Spacing Details', self.flangespacing], - True) + KEY_FLANGE_SPACING, KEY_DISP_FLANGE_SPACING, TYPE_OUT_BUTTON, [ + 'Flange Spacing Details', self.flangespacing], + True) out_list.append(t21) - t21 = ( - KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) - out_list.append(t21) + # t21 = ( + # KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], True) + # out_list.append(t21) t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) out_list.append(t17) @@ -718,18 +773,50 @@ def output_values(self, flag): out_list.append(t18) t19 = (KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_in_len if flag else '', False) + getattr(self, 'plate_in_len', '') if flag else '', False) out_list.append(t19) # if flag is True: t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - self.flange_in_plate_tk if flag else '', False) + getattr(self, 'flange_in_plate_tk', '') if flag else '', False) out_list.append(t20) - return out_list + # Populate hover dict + + # Column + self.hover_dict["Column"] = ( + f"Column
    " + f"Section: {self.section.designation if flag else ''}
    " + f"Depth: {self.section.depth if flag else ''} mm
    " + f"Flange Width: {self.section.flange_width if flag else ''} mm
    " + f"Web Thickness: {self.section.web_thickness if flag else ''} mm
    " + f"Flange Thickness: {self.section.flange_thickness if flag else ''} mm" + ) + + # Cover Plates (Flange + Web) + cover_plate_info = ( + f"Cover Plates
    " + f"Flange Plate: {self.flange_plate.length if flag else ''} Ɨ " + f"{self.flange_plate.height if flag else ''} Ɨ " + f"{getattr(self, 'flange_out_plate_tk', self.flange_plate.thickness_provided) if flag else ''} mm
    " + f"Web Plate: {self.web_plate.length if flag else ''} Ɨ " + f"{self.web_plate.height if flag else ''} Ɨ " + f"{self.web_plate.thickness_provided if flag else ''} mm" + ) + self.hover_dict["Plate"] = cover_plate_info + self.hover_dict["Cover Plate"] = cover_plate_info # alias for SmartPart.jsx 'coverplate' mesh + + # Bolts + self.hover_dict["Bolt"] = ( + f"Bolts
    " + f"Diameter: {self.bolt.bolt_diameter_provided if flag else ''} mm
    " + f"Grade: {self.bolt.bolt_grade_provided if flag else ''}
    " + f"Flange Bolts: {self.flange_plate.bolts_required if flag else ''}
    " + f"Web Bolts: {self.web_plate.bolts_required if flag else ''}" + ) + return out_list def warn_text(self): - """ Function to give logger warning when any old value is selected from Column and column table. """ @@ -738,9 +825,9 @@ def warn_text(self): global logger red_list = red_list_function() if self.section.designation in red_list or self.section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") # for option in option_list: @@ -761,12 +848,12 @@ def warn_text(self): # else: # pass - def module_name(self): - + @staticmethod + def module_name(): return KEY_DISP_COLUMNCOVERPLATE def set_input_values(self, design_dictionary): - super(ColumnCoverPlate, self).set_input_values(self, design_dictionary) + super(ColumnCoverPlate, self).set_input_values(design_dictionary) # self.module = design_dictionary[KEY_MODULE] # global design_status # self.design_status = False # todo doubt of true or false @@ -776,7 +863,7 @@ def set_input_values(self, design_dictionary): self.preference = design_dictionary[KEY_FLANGEPLATE_PREFERENCES] self.section = Column(designation=design_dictionary[KEY_SECSIZE], - material_grade=design_dictionary[KEY_SEC_MATERIAL]) + material_grade=design_dictionary[KEY_SEC_MATERIAL]) print("anjali", design_dictionary[KEY_DP_DETAILING_EDGE_TYPE]) self.web_bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], bolt_type=design_dictionary[KEY_TYP], @@ -822,13 +909,13 @@ def set_input_values(self, design_dictionary): self.web_axial_check_status = False self.web_plate_axial_check_status = False self.web_shear_plate_check_status = False - self.shear_yielding_status =False - self.warn_text(self) - self.member_capacity(self) + self.shear_yielding_status = False + self.warn_text() + self.member_capacity() # self.hard_values(self) def hard_values(self): - #section HB 450* bearing outside-inside material E 250 fe 450A bearing + # section HB 450* bearing outside-inside material E 250 fe 450A bearing # flange bolt # load self.load.axial_force = 740.181 # KN @@ -842,7 +929,6 @@ def hard_values(self): self.flange_bolt.bolt_diameter_provided = 20 self.flange_bolt.dia_hole = 22 - # web bolt self.web_bolt.bolt_type = "Bearing Bolt" self.web_bolt.connecting_plates_tk = None @@ -850,7 +936,6 @@ def hard_values(self): self.web_bolt.bolt_diameter_provided = 20 self.web_bolt.dia_hole = 22 - # flange plate self.flange_plate.thickness_provided = 8 self.flange_plate.height = 250 @@ -861,10 +946,10 @@ def hard_values(self): self.flange_plate.pitch_provided = 50 self.flange_plate.gauge_provided = 0.0 self.flange_plate.edge_dist_provided = 40 - self.flange_plate.end_dist_provided =40 + self.flange_plate.end_dist_provided = 40 # web plate - self.web_plate.thickness_provided =12 + self.web_plate.thickness_provided = 12 self.web_plate.height = 380 self.web_plate.length = 270 self.web_plate.bolt_line = 4 @@ -903,11 +988,13 @@ def member_capacity(self): length = self.section.depth else: length = self.section.depth - ( - 2 * self.section.flange_thickness) # -(2*self.supported_section.root_radius) + # -(2*self.supported_section.root_radius) + 2 * self.section.flange_thickness) gamma_m0 = 1.1 ############################# Axial Capacity N ############################ - self.axial_capacity = round((self.section.area * self.section.fy) / gamma_m0, 2) # N + self.axial_capacity = round( + (self.section.area * self.section.fy) / gamma_m0, 2) # N self.axial_load_sec_class = round( max(min(self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N @@ -917,8 +1004,8 @@ def member_capacity(self): # TODO: Review by anjali. limit shear capacity to 0.6 times self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.section.fy * 0.6) / ( - math.sqrt(3) * gamma_m0), - 2) # N # A_v: Total cross sectional area in shear in mm^2 (float) + math.sqrt(3) * gamma_m0), + 2) # N # A_v: Total cross sectional area in shear in mm^2 (float) # TODO: check with sourabh if minimum shear load is min(0.15Vd,40kN) self.shear_load1 = min(0.15 * self.shear_capacity1 / 0.6, 40000.0) # N # print('shear_force', self.load.shear_force) @@ -926,9 +1013,11 @@ def member_capacity(self): # ############################################################# # TODO: to be reviewed by anjali. web section modulus is renamed as Z_wp,Z_we instead of Z_p,Z_e self.Z_wp = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) # mm3 + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) self.Z_we = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) # mm3 + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) # TODO: To be reviewed by anjali. section modulus is saved in Z_p,Z_e self.Z_p = self.section.plast_sec_mod_z @@ -960,7 +1049,8 @@ def member_capacity(self): else: pass - self.class_of_section = int(max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) + self.class_of_section = int( + max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) # TODO:Review by anjali. initally Z_w = Z_p and Z_e now changed to Z_wp and Z_we if self.class_of_section == 1 or self.class_of_section == 2: self.Z_w = self.Z_wp @@ -976,44 +1066,57 @@ def member_capacity(self): self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, fy=self.section.fy) # N-mm # for section - self.section.moment_d_deformation_criteria(fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) + self.section.moment_d_deformation_criteria( + fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) self.Pmc = self.section.plastic_moment_capactiy # N-mm self.Mdc = self.section.moment_d_def_criteria # N-mm self.section.moment_capacity = round( - min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) # N-mm + # N-mm + min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) ############################################################################### - #Interaction Ratio + # Interaction Ratio ############################################################################## - self.IR_axial = round(self.load.axial_force * 1000 / self.axial_capacity, 4) - self.IR_shear = round(self.load.shear_force * 1000 / self.shear_capacity1, 4) - self.IR_moment = round(self.load.moment * 1000000 / self.section.moment_capacity, 4) + self.IR_axial = round(self.load.axial_force * + 1000 / self.axial_capacity, 4) + self.IR_shear = round(self.load.shear_force * + 1000 / self.shear_capacity1, 4) + self.IR_moment = round( + self.load.moment * 1000000 / self.section.moment_capacity, 4) self.sum_IR = round(self.IR_axial + self.IR_moment, 4) if self.IR_axial < 0.3 and self.IR_moment < 0.5: self.min_axial_load = 0.3 * self.axial_capacity self.load_moment_min = 0.5 * self.section.moment_capacity - logger.warning( "The defined factored load(s) are less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The load values have been set as per the minimum recommendations of Cl.10.7, IS 800:2007") + self.logger.warning( + "The defined factored load(s) are less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info( + "The load values have been set as per the minimum recommendations of Cl.10.7, IS 800:2007") elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: if (0.3 - self.IR_axial) < (1 - self.sum_IR): self.min_axial_load = 0.3 * self.axial_capacity else: - self.min_axial_load = self.load.axial_force * 1000 + ((1 - self.sum_IR) * self.axial_capacity) + self.min_axial_load = self.load.axial_force * \ + 1000 + ((1 - self.sum_IR) * self.axial_capacity) self.load_moment_min = self.load.moment * 1000000 - logger.warning("The defined factored Axial Force is less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The value of Axial Force is set at {} kN".format(round(self.min_axial_load / 1000, 2))) + self.logger.warning( + "The defined factored Axial Force is less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info("The value of Axial Force is set at {} kN".format( + round(self.min_axial_load / 1000, 2))) elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: if (0.5 - self.IR_moment) < (1 - self.sum_IR): self.load_moment_min = 0.5 * self.section.moment_capacity else: - self.load_moment_min = self.load.moment * 1000000 + ((1 - self.sum_IR) * self.section.moment_capacity) + self.load_moment_min = self.load.moment * 1000000 + \ + ((1 - self.sum_IR) * self.section.moment_capacity) self.min_axial_load = self.load.axial_force * 1000 - logger.warning("The defined factored Bending Moment is less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The value of Bending Moment is set at {} kNm".format(round(self.load_moment_min / 1000000, 2))) + self.logger.warning( + "The defined factored Bending Moment is less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info("The value of Bending Moment is set at {} kNm".format( + round(self.load_moment_min / 1000000, 2))) else: self.min_axial_load = self.load.axial_force * 1000 self.load_moment_min = self.load.moment * 1000000 @@ -1023,16 +1126,19 @@ def member_capacity(self): Load Considered """ ################# - self.load_moment = round(max(self.load_moment_min, self.load.moment * 1000000), 2) # N - self.factored_axial_load = round(max(self.load.axial_force * 1000, self.min_axial_load), 2) # N - self.fact_shear_load = round(max(self.shear_load1, self.load.shear_force * 1000), 2) # N + self.load_moment = round( + max(self.load_moment_min, self.load.moment * 1000000), 2) # N + self.factored_axial_load = round( + max(self.load.axial_force * 1000, self.min_axial_load), 2) # N + self.fact_shear_load = round( + max(self.shear_load1, self.load.shear_force * 1000), 2) # N self.moment_web = round((self.Z_w * self.load_moment / (self.section.plast_sec_mod_z)), 2) # Nm todo add in ddcl # z_w of web & z_p of section self.moment_flange = round(((self.load_moment) - self.moment_web), 2) self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) # N + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) # N self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( self.section.area) # N self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( @@ -1040,34 +1146,35 @@ def member_capacity(self): ########################################################### if self.factored_axial_load > self.axial_capacity: - logger.warning(' : The factored Axial Force exceeds the axial capacity of the column section, {} kN.'.format( + self.logger.warning(' : The factored Axial Force exceeds the axial capacity of the column section, {} kN.'.format( round(self.axial_capacity / 1000, 2))) - logger.error(" : Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") self.member_capacity_status = False else: if self.fact_shear_load > self.shear_capacity1: - logger.warning(' : The factored Shear Force exceeds the (0.6 times) the shear capacity of the column section, {} kN.'.format( + self.logger.warning(' : The factored Shear Force exceeds the (0.6 times) the shear capacity of the column section, {} kN.'.format( round(self.shear_capacity1 / 1000, 2))) - logger.error(" : Design of the section subjected to high shear case is not recommended by Osdag. Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error( + " : Design of the section subjected to high shear case is not recommended by Osdag. Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") self.member_capacity_status = False else: if self.load_moment > self.section.moment_capacity: self.member_capacity_status = False - logger.warning(' : The factored Bending Moment exceeds the moment capacity of the section, {} kNm.'.format( + self.logger.warning(' : The factored Bending Moment exceeds the moment capacity of the section, {} kNm.'.format( round(self.section.moment_capacity / 1000000), 2)) - logger.error(" : Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") else: self.member_capacity_status = True - self.initial_pt_thk(self) + self.initial_pt_thk() def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): ############################### WEB MENBER CAPACITY CHECK ############################ - ###### # capacity Check for web in axial = yielding + # capacity Check for web in axial = yielding if (previous_thk_flange) == None: pass @@ -1088,7 +1195,8 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): self.initial_pt_thk_status = False self.initial_pt_thk_status_web = False - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_web, fy=self.section.fy) if self.section.tension_yielding_capacity_web > self.axial_force_w: @@ -1107,14 +1215,14 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): self.flange_plate_thickness_possible = [i for i in self.flange_plate.thickness if i >= (self.section.flange_thickness / 2)] if len(self.flange_plate_thickness_possible) == 0: - logger.warning(" : The thickness of the Flange Plate is less than the flange thickness") - logger.info( + self.logger.warning( + " : The thickness of the Flange Plate is less than the flange thickness") + self.logger.info( " : The Flange Plate should be thicker than the flange of the section, {} mm.".format(self.section.flange_thickness)) self.initial_pt_thk_status = False self.design_status = False else: - self.flange_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.flange_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.flange_plate_thickness_possible, t_w=self.section.web_thickness, @@ -1126,18 +1234,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.flange_plate.thickness_provided != 0: if self.preference == "Outside": if self.outerwidth < 50: - logger.error(" : Outer height of the Flange Plate is less than 50 mm") - logger.info(" : Select a wider section") + self.logger.error( + " : Outer height of the Flange Plate is less than 50 mm") + self.logger.info(" : Select a wider section") self.initial_pt_thk_status = False self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.warning(" : Area of the Flange Plate is less than the area of the flange") - logger.info( + self.logger.warning( + " : Area of the Flange Plate is less than the area of the flange") + self.logger.info( " : Area of the Flange Plate should be greater than 1.05 times the area of the flange, {} mm2".format( - round(self.Ap,2))) - logger.info(" : Increase the thickness of the Flange Plate") + round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the Flange Plate") self.initial_pt_thk_status = False self.design_status = False else: @@ -1145,17 +1256,20 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): pass else: if self.outerwidth < 50 or self.innerwidth < 50: - logger.warning(" : Height of the Flange Plate is less than 50 mm") - logger.info(" : Select a wider section") + self.logger.warning( + " : Height of the Flange Plate is less than 50 mm") + self.logger.info(" : Select a wider section") self.initial_pt_thk_status = False self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.warning(" : Area of the Flange Plate is less than the area of the flange") - logger.info( + self.logger.warning( + " : Area of the Flange Plate is less than the area of the flange") + self.logger.info( " : Area of the Flange Plate should be greater than 1.05 times the area of flange, {} mm2.".format( - round(self.Ap,2))) - logger.info(" : Increase the thickness of the Flange Plates") + round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the Flange Plates") self.initial_pt_thk_status = False self.design_status = False else: @@ -1164,20 +1278,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): else: self.initial_pt_thk_status = False self.design_status = False - logger.error(" : Provided Flange Plate thickness is insufficient") + self.logger.error( + " : Provided Flange Plate thickness is insufficient") self.initial_pt_thk_status_web = False # self.webheight_status = False if len(self.web_plate_thickness_possible) == 0: - logger.warning(" : The Web Plate thickness is less than the web thickness of the section") - logger.info( + self.logger.warning( + " : The Web Plate thickness is less than the web thickness of the section") + self.logger.info( " : The Web Plate should be thicker than the web of the section, {} mm".format(self.section.web_thickness)) self.initial_pt_thk_status_web = False self.design_status = False else: - self.web_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.web_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.web_plate_thickness_possible, t_w=self.section.web_thickness, @@ -1192,19 +1307,22 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Cannot perform Web Plate design") - logger.warning( + self.logger.error( + " : Cannot perform Web Plate design") + self.logger.warning( " : Web Plate height ({} mm) is less than the min depth of the plate ({} mm)".format( self.webplatewidth, self.min_web_plate_height)) - logger.warning("Try a deeper section") + self.logger.warning("Try a deeper section") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.warning(" : Area of the Web Plate is less than the area of the web") - logger.info( + self.logger.warning( + " : Area of the Web Plate is less than the area of the web") + self.logger.info( " : Area of the Web Plate should be greater by 1.05 times the area of web, {} mm2".format( - round(self.Wp,2))) - logger.info(" : Increase the thickness of the Web Plate") + round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the Web Plate") self.initial_pt_thk_status_web = False self.design_status = False else: @@ -1215,18 +1333,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Cannot design the Inner Plate") - logger.info( + self.logger.error( + " : Cannot design the Inner Plate") + self.logger.info( " : Decrease the thickness of the inner flange plate and/or try a wider/deeper section") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.warning(" : Area of the Web Plate is less than the area of the web") - logger.info( + self.logger.warning( + " : Area of the Web Plate is less than the area of the web") + self.logger.info( " : Area of the Web Plate should be greater by 1.05 times the area of the web, {} mm2".format( - round(self.Wp,2))) - logger.info(" : Increase the thickness of the web plate") + round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the web plate") self.initial_pt_thk_status_web = False self.design_status = False else: @@ -1235,7 +1356,8 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): pass else: self.initial_pt_thk_status_web = False - logger.error(" : Provided Flange Plate thickness is insufficient") + self.logger.error( + " : Provided Flange Plate thickness is insufficient") # self.thick_status =False if len(self.flange_plate_thickness_possible) == 0: if len(self.flange_plate.thickness) >= 2: @@ -1255,30 +1377,32 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.webheight_status == True: self.design_status = True - self.select_bolt_dia(self) + self.select_bolt_dia() else: self.initial_pt_thk_status = False and self.initial_pt_thk_status_web == False and self.webheight_status == False self.design_status = False - # logger.warning(" : Plate is not possible") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + # self.logger.warning(" : Plate is not possible") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.initial_pt_thk_status = False self.design_status = False - logger.warning(" : The tension capacity of the flange is less than the required flange force, {} kN.".format(round( + self.logger.warning(" : The tension capacity of the flange is less than the required flange force, {} kN.".format(round( self.flange_force / 1000, 2))) - logger.info(" : Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + " : Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.initial_pt_thk_status_web = False self.design_status = False - logger.warning(" : The tension capacity of the web is less than the required axial force, {} kN.".format( round( + self.logger.warning(" : The tension capacity of the web is less than the required axial force, {} kN.".format(round( self.axial_force_w / 1000, 2))) - logger.info(" : Select a larger column section and/or decrease the applied axial force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + " : Select a larger column section and/or decrease the applied axial force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def select_bolt_dia(self): self.select_bolt_dia_status = False @@ -1286,11 +1410,12 @@ def select_bolt_dia(self): self.max_plate_height = self.section.flange_width axial_force_f = self.factored_axial_load * self.section.flange_width * \ - self.section.flange_thickness / (self.section.area) + self.section.flange_thickness / (self.section.area) self.flange_force = ( - ((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + (axial_force_f)) - self.res_force = math.sqrt((self.fact_shear_load) ** 2 + (self.factored_axial_load) ** 2) # N + ((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + (axial_force_f)) + self.res_force = math.sqrt( + (self.fact_shear_load) ** 2 + (self.factored_axial_load) ** 2) # N bolts_required_previous_1 = 2 bolts_required_previous_2 = 2 bolt_diameter_previous = self.bolt.bolt_diameter[-1] @@ -1323,11 +1448,13 @@ def select_bolt_dia(self): if self.preference == "Outside": self.t_sum1 = self.flange_plate.thickness_provided + self.section.flange_thickness else: - self.t_sum1 = (2 * self.flange_plate.thickness_provided) + self.section.flange_thickness + self.t_sum1 = (2 * self.flange_plate.thickness_provided) + \ + self.section.flange_thickness # FOR WEB - self.t_sum2 = (2 * self.web_plate.thickness_provided) + self.section.web_thickness - self.t_sum_max = max(self.t_sum1,self.t_sum2) + self.t_sum2 = (2 * self.web_plate.thickness_provided) + \ + self.section.web_thickness + self.t_sum_max = max(self.t_sum1, self.t_sum2) self.large_grip_status = False self.bolt.bolt_diameter_possible = [] for d in self.bolt.bolt_diameter: @@ -1339,12 +1466,13 @@ def select_bolt_dia(self): print("bolt dia ", d, " mm available bolt list ", self.bolt.bolt_diameter_possible, " mm") - if len(self.bolt.bolt_diameter_possible) ==0: + if len(self.bolt.bolt_diameter_possible) == 0: self.large_grip_status = False self.design_status = False - logger.error(" : The thickness of the connected plates exceeds 8 times the bolt diameter") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error( + " : The thickness of the connected plates exceeds 8 times the bolt diameter") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: bolt_design_status_1 = False @@ -1353,7 +1481,8 @@ def select_bolt_dia(self): self.flange_bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) - print(self.flange_bolt.min_edge_dist, self.flange_bolt.edge_type) + print(self.flange_bolt.min_edge_dist, + self.flange_bolt.edge_type) if self.preference == "Outside": self.flange_bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, @@ -1373,7 +1502,7 @@ def select_bolt_dia(self): bolt_grade_provided=self.bolt.bolt_grade_provided, conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, n_planes=2) - print("self.flange_bolt.bolt_fu",self.flange_bolt.bolt_fu) + print("self.flange_bolt.bolt_fu", self.flange_bolt.bolt_fu) print("self.bolt.bolt_fu", self.bolt.bolt_fu) self.flange_plate.get_flange_plate_details(bolt_dia=self.flange_bolt.bolt_diameter_provided, @@ -1386,16 +1515,16 @@ def select_bolt_dia(self): max_edge_dist=self.flange_bolt.max_edge_dist_round, axial_load=self.flange_force, gap=self.flange_plate.gap / 2, web_thickness=self.section.web_thickness, - root_radius=self.section.root_radius, joint="half",beta_lg=self.flange_bolt.beta_lg) - + root_radius=self.section.root_radius, joint="half", beta_lg=self.flange_bolt.beta_lg) - self.min_web_plate_height = round(self.section.min_plate_height(),2) + self.min_web_plate_height = round( + self.section.min_plate_height(), 2) if self.preference == "Outside": self.max_web_plate_height = self.section.max_plate_height() else: self.max_web_plate_height = self.section.depth - 2 * self.section.flange_thickness - ( - 2 * self.webclearance) + 2 * self.webclearance) self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * @@ -1408,11 +1537,10 @@ def select_bolt_dia(self): min_edge_dist=self.web_bolt.min_edge_dist_round, min_gauge=self.web_bolt.min_gauge_round, max_spacing=self.web_bolt.max_spacing_round, - max_edge_dist=self.web_bolt.max_edge_dist_round - , shear_load=self.fact_shear_load, + max_edge_dist=self.web_bolt.max_edge_dist_round, shear_load=self.fact_shear_load, axial_load=self.axial_force_w, web_moment=self.moment_web, - gap=(self.web_plate.gap / 2), shear_ecc=True, joint="half",beta_lg=self.web_bolt.beta_lg) + gap=(self.web_plate.gap / 2), shear_ecc=True, joint="half", beta_lg=self.web_bolt.beta_lg) if self.flange_plate.design_status is True and self.web_plate.design_status is True: if self.flange_plate.bolts_required > bolts_required_previous_1 and count_1 >= 1: @@ -1456,16 +1584,19 @@ def select_bolt_dia(self): self.web_plate.spacing_status = True self.design_status = True self.select_bolt_dia_status = True - self.get_bolt_grade(self) + self.get_bolt_grade() else: if self.flange_plate.spacing_status == False: - logger.error(" : Bolted connection is not possible at the flange due to spacing requirements") + self.logger.error( + " : Bolted connection is not possible at the flange due to spacing requirements") if self.web_plate.spacing_status == False: - logger.error(" : Bolted connection is not possible at the web due to spacing requirements") + self.logger.error( + " : Bolted connection is not possible at the web due to spacing requirements") self.design_status = False - logger.error(" : Cannot perform bolted design for the given set of input(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error( + " : Cannot perform bolted design for the given set of input(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def get_bolt_grade(self): print(self.design_status, "Getting bolt grade") @@ -1496,7 +1627,8 @@ def get_bolt_grade(self): conn_plates_t_fu_fy=self.bolt_conn_plates_web_t_fu_fy, n_planes=2) - print(self.bolt.bolt_grade_provided, self.bolt.bolt_capacity, self.flange_plate.bolt_force) + print(self.bolt.bolt_grade_provided, + self.bolt.bolt_capacity, self.flange_plate.bolt_force) bolt_capacity_reduced_flange = self.flange_plate.get_bolt_red(self.flange_plate.bolts_one_line, self.flange_plate.gauge_provided, @@ -1526,7 +1658,7 @@ def get_bolt_grade(self): else: self.bolt.bolt_grade_provided = bolt_grade_previous self.select_bolt_dia_status = True - self.get_plate_details(self) + self.get_plate_details() def get_plate_details(self): self.get_plate_details_status = False @@ -1534,7 +1666,7 @@ def get_plate_details(self): self.max_plate_height = self.section.flange_width axial_force_f = self.factored_axial_load * self.section.flange_width * \ - self.section.flange_thickness / (self.section.area) + self.section.flange_thickness / (self.section.area) self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + (axial_force_f)) @@ -1570,19 +1702,19 @@ def get_plate_details(self): max_edge_dist=self.flange_bolt.max_edge_dist_round, axial_load=self.flange_force, gap=self.flange_plate.gap / 2, web_thickness=self.section.web_thickness, - root_radius=self.section.root_radius, joint="half",beta_lg=self.flange_bolt.beta_lg) + root_radius=self.section.root_radius, joint="half", beta_lg=self.flange_bolt.beta_lg) - self.min_web_plate_height = round(self.section.min_plate_height() ,2) + self.min_web_plate_height = round(self.section.min_plate_height(), 2) if self.preference == "Outside": self.max_web_plate_height = self.section.max_plate_height() else: self.max_web_plate_height = self.section.depth - 2 * self.section.flange_thickness - ( - 2 * self.webclearance) + 2 * self.webclearance) axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) + self.section.area) if self.preference == "Outside": - self.flange_plate.Innerheight =0 + self.flange_plate.Innerheight = 0 else: self.flange_plate.Innerheight = round_down( ((self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2), 5) @@ -1594,14 +1726,13 @@ def get_plate_details(self): min_edge_dist=self.web_bolt.min_edge_dist_round, min_gauge=self.web_bolt.min_gauge_round, max_spacing=self.web_bolt.max_spacing_round, - max_edge_dist=self.web_bolt.max_edge_dist_round - , shear_load=self.fact_shear_load, axial_load=self.axial_force_w, + max_edge_dist=self.web_bolt.max_edge_dist_round, shear_load=self.fact_shear_load, axial_load=self.axial_force_w, web_moment=self.moment_web, - gap=(self.web_plate.gap / 2), shear_ecc=True, joint="half",beta_lg=self.web_bolt.beta_lg) + gap=(self.web_plate.gap / 2), shear_ecc=True, joint="half", beta_lg=self.web_bolt.beta_lg) # if self.web_plate.thickness_provided > (self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): - # logger.error("erertetre") + # self.logger.error("erertetre") # self.design_status = False # else: # self.design_status = True @@ -1614,37 +1745,40 @@ def get_plate_details(self): self.design_status = False self.get_plate_details_status = False - logger.error(" : Cannot perform bolted design for the given set of input(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error( + " : Cannot perform bolted design for the given set of input(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: - if self.preference == "Outside": + if self.preference == "Outside": self.design_status = True self.get_plate_details_status = True - self.flange_check_axial(self) + self.flange_check_axial() else: - self.max_possible_tk = int(self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) + self.max_possible_tk = int( + self.flange_plate.edge_dist_provided / 2 + self.section.root_radius) if self.web_plate.thickness_provided >= ( self.flange_plate.edge_dist_provided / 2 + self.section.root_radius): self.design_status = False - logger.warning(" : Maximum web plate thickness exceeded") - logger.info( + self.logger.warning( + " : Maximum web plate thickness exceeded") + self.logger.info( " : The maximum possible web plate thickness should be less than {} mm in order to avoid the fouling between plates".format( self.max_possible_tk)) - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.design_status = True self.get_plate_details_status = True - self.flange_check_axial(self) + self.flange_check_axial() ################################################################ ################################################################## def flange_check_axial(self): - ###### # capacity Check for flange = min(block, yielding, rupture) - #### Block shear capacity of flange ### #todo comment out + # capacity Check for flange = min(block, yielding, rupture) + # Block shear capacity of flange ### #todo comment out self.flange_check_axial_status = False axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( self.section.area) @@ -1652,7 +1786,7 @@ def flange_check_axial(self): axial_force_f)) A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ - self.section.flange_thickness + self.section.flange_thickness A_v_flange = self.section.flange_thickness * self.flange_plate.height self.section.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( @@ -1672,7 +1806,7 @@ def flange_check_axial(self): while design_status_block_shear == False: Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.section.flange_thickness + * self.section.flange_thickness Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * self.section.flange_thickness @@ -1682,7 +1816,7 @@ def flange_check_axial(self): Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + self.flange_plate.edge_dist_provided) * \ - self.section.flange_thickness + self.section.flange_thickness self.section.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, A_tn=Atn, @@ -1710,32 +1844,33 @@ def flange_check_axial(self): if self.section.tension_capacity_flange < self.flange_force: self.design_status = False self.flange_check_axial_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange is less than the required flange force, {} kN.".format(round(self.flange_force * 1e-3, 2))) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.flange_check_axial_status = True self.design_status = True - self.flange_plate_check(self) + self.flange_plate_check() else: self.flange_check_axial_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The block shear capacity of the flange is less than the required flange force, {} kN.".format(round(self.flange_force * 1e-3, 2))) - logger.info(": Select a larger/different section") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info(": Select a larger/different section") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def flange_plate_check(self): # capacity Check for flange_outside_plate =min(block, yielding, rupture) - ####Capacity of flange cover plate for bolted Outside # + #### Capacity of flange cover plate for bolted Outside # self.flange_plate_check_status = False self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( self.section.area) self.flange_force = (((self.moment_flange) / ( - self.section.depth - self.section.flange_thickness)) + self.axial_force_f) + self.section.depth - self.section.flange_thickness)) + self.axial_force_f) if self.preference == "Outside": # Block shear strength for outside flange plate @@ -1749,7 +1884,7 @@ def flange_plate_check(self): pitch = self.flange_plate.pitch_provided A_vn_flange = (self.section.flange_width - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided A_v_flange = self.flange_plate.thickness_provided * self.flange_plate.height self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_flange, @@ -1781,7 +1916,7 @@ def flange_plate_check(self): ################################################################################################################## Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided + * self.flange_plate.thickness_provided Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided @@ -1791,7 +1926,7 @@ def flange_plate_check(self): Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided self.flange_plate.block_shear_capacity = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, A_tg=Atg, @@ -1820,28 +1955,31 @@ def flange_plate_check(self): if self.flange_plate.tension_capacity_flange_plate < self.flange_force: if len(self.flange_plate.thickness) >= 2: thk_f = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk_f) + self.initial_pt_thk(previous_thk_web=thk_f) else: self.flange_plate_check_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange plate is less than the required flange force, {} kN.".format( round(self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the flange plate and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info( + " : =========End of Design===========") else: self.flange_plate_check_status = True self.design_status = True - self.web_axial_check(self) + self.web_axial_check() else: self.flange_plate_check_status = False self.design_status = False - logger.warning(": The block shear capacity of the flange plate is less than the required flange force, {} kN".format( + self.logger.warning(": The block shear capacity of the flange plate is less than the required flange force, {} kN".format( round(self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the flange plate and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: # capacity Check for flange_outsite_plate =min(block, yielding, rupture) @@ -1863,8 +2001,9 @@ def flange_plate_check(self): self.flange_plate.Innerlength = self.flange_plate.length A_vn_flange = (((2 * self.flange_plate.Innerheight) + self.section.flange_width) - ( - self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole)) * self.flange_plate.thickness_provided - A_v_flange = ((2 * self.flange_plate.Innerheight) + self.section.flange_width) * self.flange_plate.thickness_provided + self.flange_plate.bolts_one_line * self.flange_bolt.dia_hole)) * self.flange_plate.thickness_provided + A_v_flange = ((2 * self.flange_plate.Innerheight) + + self.section.flange_width) * self.flange_plate.thickness_provided self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_flange, fy=self.flange_plate.fy) @@ -1895,7 +2034,7 @@ def flange_plate_check(self): ################################################################################################################## Avg = 2 * (end_dist + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided + * self.flange_plate.thickness_provided Avn = 2 * (self.flange_plate.end_dist_provided + (self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - (self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * self.flange_plate.thickness_provided @@ -1905,7 +2044,7 @@ def flange_plate_check(self): Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided self.flange_plate_block_shear_capactity_outside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, @@ -1916,27 +2055,28 @@ def flange_plate_check(self): # Block shear strength for inside flange plate under AXIAL Avg = 2 * (self.flange_plate.end_dist_provided + ( - self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ - * self.flange_plate.thickness_provided + self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided) \ + * self.flange_plate.thickness_provided Avn = 2 * (self.flange_plate.end_dist_provided + ( - self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( - self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ - self.flange_plate.thickness_provided + self.flange_plate.bolt_line - 1) * self.flange_plate.pitch_provided - ( + self.flange_plate.bolt_line - 0.5) * self.flange_bolt.dia_hole) * \ + self.flange_plate.thickness_provided Atg = 2 * (( - self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided + self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided + self.flange_plate.edge_dist_provided) * \ + self.flange_plate.thickness_provided # todo add in DDCl and diagram Atn = 2 * ((self.flange_plate.bolts_one_line / 2 - 1) * self.flange_plate.gauge_provided - ((self.flange_plate.bolts_one_line / 2 - 0.5) * self.flange_bolt.dia_hole) + self.flange_plate.edge_dist_provided) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided # todo add in DDCl self.flange_plate_block_shear_capacity_inside = self.block_shear_strength_plate(A_vg=Avg, A_vn=Avn, A_tg=Atg, A_tn=Atn, f_u=self.flange_plate.fu, f_y=self.flange_plate.fy) - self.flange_plate.block_shear_capacity = self.flange_plate_block_shear_capactity_outside + self.flange_plate_block_shear_capacity_inside + self.flange_plate.block_shear_capacity = self.flange_plate_block_shear_capactity_outside + \ + self.flange_plate_block_shear_capacity_inside if self.flange_plate.block_shear_capacity < self.flange_force: if self.flange_bolt.max_spacing_round >= pitch + 5 and self.flange_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo @@ -1957,33 +2097,37 @@ def flange_plate_check(self): self.flange_plate.tension_rupture_capacity, self.flange_plate.block_shear_capacity) print("flange_force", self.flange_force) - print(self.flange_plate.tension_capacity_flange_plate, "tension_capacity_flange_plate") + print(self.flange_plate.tension_capacity_flange_plate, + "tension_capacity_flange_plate") if self.flange_plate.tension_capacity_flange_plate < self.flange_force: # self.flange_plate_check_status = False if len(self.flange_plate.thickness) >= 2: thk_f = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web= thk_f ) + self.initial_pt_thk(previous_thk_web=thk_f) else: self.flange_plate_check_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange plate is less than the required flange force, {} kN.".format( round(self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the flange plate and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info( + " : =========End of Design===========") else: self.flange_plate_check_status = True self.design_status = True - self.web_axial_check(self) + self.web_axial_check() else: self.flange_plate_check_status = False self.design_status = False - logger.warning(": The block shear capacity of the flange plate is less than the required flange force, {} kN".format( + self.logger.warning(": The block shear capacity of the flange plate is less than the required flange force, {} kN".format( round(self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the flange plate and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") ######################################################################### ## # Design of web splice plate @@ -1993,14 +2137,15 @@ def flange_plate_check(self): def web_axial_check(self): self.web_axial_check_status = False self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) - ###### # capacity Check for web in axial = min(block, yielding, rupture) + # capacity Check for web in axial = min(block, yielding, rupture) A_vn_web = ((self.section.depth - (2 * self.section.flange_thickness) - ( self.web_plate.bolts_one_line * self.web_bolt.dia_hole))) \ - * self.section.web_thickness - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness + * self.section.web_thickness + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_web, fy=self.section.fy) self.section.tension_rupture_capacity_web = self.tension_member_design_due_to_rupture_of_critical_section( @@ -2015,16 +2160,16 @@ def web_axial_check(self): #### Block shear capacity of web in axial ### while design_status_block_shear == False: Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ - self.section.web_thickness + self.section.web_thickness Avn = 2 * (((self.web_plate.bolt_line - 1) * pitch) - (( - self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ - self.section.web_thickness + self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ + self.section.web_thickness # print("web blockshear avg",Avn) Atg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge) * self.section.web_thickness + self.web_plate.bolts_one_line - 1) * gauge) * self.section.web_thickness Atn = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge - (( - self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole)) * self.section.web_thickness + self.web_plate.bolts_one_line - 1) * gauge - (( + self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole)) * self.section.web_thickness self.section.block_shear_capacity_web = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, A_tn=Atn, @@ -2048,37 +2193,39 @@ def web_axial_check(self): self.section.block_shear_capacity_web) self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) if self.section.tension_capacity_web < self.axial_force_w: self.web_axial_check_status = False self.design_status = False - logger.warning( - ": The tension capacity of the web is less than the required Axial Force, {} kN".format( self.axial_force_w)) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + ": The tension capacity of the web is less than the required Axial Force, {} kN".format(self.axial_force_w)) + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.web_axial_check_status = True self.design_status = True - self.web_plate_axial_check(self) + self.web_plate_axial_check() else: self.web_axial_check_status = False self.design_status = False - logger.warning(": The block shear capacity of the web is less than the required Axial Force, {} kN".format(self.axial_force_w)) - logger.info(": Select a larger section") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + ": The block shear capacity of the web is less than the required Axial Force, {} kN".format(self.axial_force_w)) + self.logger.info(": Select a larger section") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") # ###### # capacity Check for web plate in axial = min(block, yielding, rupture) def web_plate_axial_check(self): self.web_plate_axial_check_status = False self.axial_force_w = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) + self.section.area) A_vn_web = 2 * (self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) \ - * self.web_plate.thickness_provided + * self.web_plate.thickness_provided A_v_web = 2 * self.web_plate.height * self.web_plate.thickness_provided self.web_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_web, fy=self.web_plate.fy) @@ -2097,21 +2244,22 @@ def web_plate_axial_check(self): while design_status_block_shear == False: Avg = 2 * ((self.web_plate.bolt_line - 1) * pitch + end_dist) * \ - self.web_plate.thickness_provided + self.web_plate.thickness_provided Avn = 2 * (((self.web_plate.bolt_line - 1) * pitch) - (( - self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ - self.web_plate.thickness_provided + self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + end_dist) * \ + self.web_plate.thickness_provided Atg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge) * self.web_plate.thickness_provided + self.web_plate.bolts_one_line - 1) * gauge) * self.web_plate.thickness_provided Atn = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * gauge - ( - self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.web_plate.thickness_provided + self.web_plate.bolts_one_line - 1) * gauge - ( + self.web_plate.bolts_one_line - 1) * self.web_bolt.dia_hole) * self.web_plate.thickness_provided self.web_plate.block_shear_capacity = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, A_tg=Atg, A_tn=Atn, f_u=self.web_plate.fu, f_y=self.web_plate.fy) - print("block_shear_strength_section", self.web_plate.block_shear_capacity) + print("block_shear_strength_section", + self.web_plate.block_shear_capacity) self.web_plate.block_shear_capacity = 2 * self.web_plate.block_shear_capacity if self.web_plate.block_shear_capacity < self.axial_force_w: if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo @@ -2138,50 +2286,53 @@ def web_plate_axial_check(self): # self.web_plate_axial_check_status = False if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web= thk ) + self.initial_pt_thk(previous_thk_web=thk) else: self.web_plate_axial_check_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the web is less than the required Axial Force, {} kN".format(round(self.axial_force_w * 1e-3, 2))) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.web_plate_axial_check_status = True self.design_status = True - self.web_shear_plate_check(self) + self.web_shear_plate_check() else: self.web_plate_axial_check_status = False self.design_status = False - logger.warning(": The block shear capacity of the web is less than the required Axial Force, {} kN".format(round(self.axial_force_w * 1e-3, 2))) - logger.info(": Select a larger section") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning(": The block shear capacity of the web is less than the required Axial Force, {} kN".format( + round(self.axial_force_w * 1e-3, 2))) + self.logger.info(": Select a larger section") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def web_shear_plate_check(self): - ###### # capacity Check for web plate in shear = min(block, yielding, rupture) + # capacity Check for web plate in shear = min(block, yielding, rupture) self.web_shear_plate_check_status = False self.shear_yielding_status = False A_vn_web = 2 * (self.web_plate.height - (self.web_plate.bolts_one_line * self.web_bolt.dia_hole)) * \ - self.web_plate.thickness_provided + self.web_plate.thickness_provided A_v_web = 2 * self.web_plate.height * self.web_plate.thickness_provided self.web_plate.shear_yielding_capacity = round(0.6*self.shear_yielding( - A_v=A_v_web, fy=self.web_plate.fy),2) + A_v=A_v_web, fy=self.web_plate.fy), 2) if self.web_plate.shear_yielding_capacity < self.fact_shear_load: # self.web_shear_plate_check_status = False if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) + self.initial_pt_thk(previous_thk_web=thk) else: self.shear_yielding_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The allowable shear capacity of the web plate is less than the required Shear Force, {} kN".format( round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate and/or decrease the applied Shear Force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the web plate and/or decrease the applied Shear Force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.design_status = True self.shear_yielding_status = True @@ -2199,11 +2350,12 @@ def web_shear_plate_check(self): #### Block shear capacity of web plate ### while design_status_block_shear == False: - Atg = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided + Atg = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) + + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided Atn = (((self.web_plate.bolt_line - 1) * self.web_plate.pitch_provided) - ((self.web_plate.bolt_line - 0.5) * self.web_bolt.dia_hole) + self.web_plate.end_dist_provided) * self.web_plate.thickness_provided Avg = (self.web_plate.edge_dist_provided + ( - self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) * self.web_plate.thickness_provided + self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) * self.web_plate.thickness_provided Avn = ((((self.web_plate.bolts_one_line - 1) * self.web_plate.gauge_provided) + self.web_plate.edge_dist_provided) - ((self.web_plate.bolts_one_line - 0.5) * self.web_bolt.dia_hole)) * self.web_plate.thickness_provided @@ -2213,7 +2365,8 @@ def web_shear_plate_check(self): A_tn=Atn, f_u=self.web_plate.fu, f_y=self.web_plate.fy) - self.web_plate.block_shear_capacity_shear = 2 * self.web_plate.block_shear_capacity_shear + self.web_plate.block_shear_capacity_shear = 2 * \ + self.web_plate.block_shear_capacity_shear if self.web_plate.block_shear_capacity_shear < self.fact_shear_load: if self.web_bolt.max_spacing_round >= pitch + 5 and self.web_bolt.max_end_dist_round >= end_dist + 5: # increase thickness todo if self.web_plate.bolt_line == 1: @@ -2230,49 +2383,56 @@ def web_shear_plate_check(self): if design_status_block_shear is True: self.web_plate.shear_capacity_web_plate = round(min(self.web_plate.shear_yielding_capacity, - self.web_plate.shear_rupture_capacity, - self.web_plate.block_shear_capacity_shear),2) + self.web_plate.shear_rupture_capacity, + self.web_plate.block_shear_capacity_shear), 2) if self.web_plate.shear_capacity_web_plate < self.fact_shear_load: # self.web_shear_plate_check_status = False if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk) + self.initial_pt_thk(previous_thk_web=thk) else: - logger.warning( + self.logger.warning( ": The allowable shear capacity of the web plate is less than the required Shear Force, {} kN".format( round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate and/or decrease the applied Shear Force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the web plate and/or decrease the applied Shear Force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.web_shear_plate_check_status = True self.design_status = True - logger.info(": Overall Bolted Cover Plate Splice Connection design is SAFE \n") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Overall Bolted Cover Plate Splice Connection design is SAFE \n") + self.logger.info(" : =========End of Design===========") else: self.web_shear_plate_check_status = False self.design_status = False - logger.warning(" : The block shear capacity of the web plate is less than the required Shear Force, {} kN".format( self.fact_shear_load)) - logger.info(": Increase the thickness of the plate") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + " : The block shear capacity of the web plate is less than the required Shear Force, {} kN".format(self.fact_shear_load)) + self.logger.info(": Increase the thickness of the plate") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") - ####todo comment out + # todo comment out self.flange_plate.length = self.flange_plate.length * 2 self.web_plate.length = self.web_plate.length * 2 self.flange_plate.bolt_line = 2 * self.flange_plate.bolt_line self.flange_plate.bolts_one_line = self.flange_plate.bolts_one_line - self.flange_plate.bolts_required = self.flange_plate.bolt_line * self.flange_plate.bolts_one_line + self.flange_plate.bolts_required = self.flange_plate.bolt_line * \ + self.flange_plate.bolts_one_line self.flange_plate.midgauge = 2 * (self.flange_plate.edge_dist_provided + self.section.root_radius) + \ - self.section.web_thickness - self.web_plate.midpitch = (2 * self.web_plate.end_dist_provided) + self.web_plate.gap - self.flange_plate.midpitch = (2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap + self.section.web_thickness + self.web_plate.midpitch = ( + 2 * self.web_plate.end_dist_provided) + self.web_plate.gap + self.flange_plate.midpitch = ( + 2 * self.flange_plate.end_dist_provided) + self.flange_plate.gap self.web_plate.bolts_one_line = self.web_plate.bolts_one_line self.web_plate.bolt_line = 2 * self.web_plate.bolt_line - self.web_plate.bolts_required = self.web_plate.bolt_line * self.web_plate.bolts_one_line + self.web_plate.bolts_required = self.web_plate.bolt_line * \ + self.web_plate.bolts_one_line self.flange_plate.Innerlength = self.flange_plate.length self.min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + @@ -2319,18 +2479,19 @@ def web_shear_plate_check(self): # if self.design_status == True: # - # logger.info(": Overall bolted cover plate splice connection design is safe \n") - # logger.info(" :=========End Of design===========") + # self.logger.info(": Overall bolted cover plate splice connection design is safe \n") + # self.logger.info(" :=========End Of design===========") # else: - # logger.error(": Design is not safe \n ") - # logger.info(" :=========End Of design===========") + # self.logger.error(": Design is not safe \n ") + # self.logger.info(" :=========End Of design===========") ################################ Design Report ##################################################################################### ################################ CAPACITY CHECK Functions##################################################################################### @staticmethod - def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): # for flange plate + # for flange plate + def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): """Calculate the block shear strength of bolted connections as per cl. 6.4.1 Args: @@ -2353,8 +2514,10 @@ def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): # for flange """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) Tdb = round(Tdb, 3) return Tdb @@ -2385,8 +2548,10 @@ def block_shear_strength_section(A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) Tdb = round(Tdb, 2) return Tdb @@ -2480,7 +2645,8 @@ def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, fac des_comp_stress_web = column_fy des_comp_stress_section = column_fy - avg_axial_comp_stress = axial_force_w / ((D - 2 * column_f_t) * column_t_w) + avg_axial_comp_stress = axial_force_w / \ + ((D - 2 * column_f_t) * column_t_w) r1 = avg_axial_comp_stress / des_comp_stress_web r2 = avg_axial_comp_stress / des_comp_stress_section a = column_b / column_f_t @@ -2620,7 +2786,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.design_status = False thickness = y else: - self.flange_plate_crs_sec_area = (self.outerwidth + (2 * self.innerwidth)) * y + self.flange_plate_crs_sec_area = ( + self.outerwidth + (2 * self.innerwidth)) * y if self.flange_plate_crs_sec_area >= self.flange_crs_sec_area * 1.05: thickness = y break @@ -2631,9 +2798,11 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, else: if self.section.depth > 600.00: - self.webclearance = (max(self.section.root_radius, fp_thk)) + 25 + self.webclearance = ( + max(self.section.root_radius, fp_thk)) + 25 else: - self.webclearance = (max(self.section.root_radius, fp_thk)) + 10 + self.webclearance = ( + max(self.section.root_radius, fp_thk)) + 10 self.webheight_status = False self.min_web_plate_height = self.section.min_plate_height() self.webwidth = round(D - (2 * tk), 2) @@ -2641,7 +2810,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.Wp = self.web_crs_area * 1.05 if self.preference == "Outside": - self.webplatewidth = round(D - (2 * tk) - (2 * self.section.root_radius), 2) + self.webplatewidth = round( + D - (2 * tk) - (2 * self.section.root_radius), 2) if self.webplatewidth < self.min_web_plate_height: thickness = y self.webheight_status = False @@ -2657,7 +2827,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.design_status = False else: - self.webplatewidth = round(D - (2 * tk) - (2 * self.webclearance), 2) + self.webplatewidth = round( + D - (2 * tk) - (2 * self.webclearance), 2) if self.webplatewidth < self.min_web_plate_height: thickness = y self.webheight_status = False @@ -2674,8 +2845,6 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.design_status = False return thickness - - # def web_force(column_d, column_f_t, column_t_w, axial_force, column_area): # """ # Args: @@ -2733,27 +2902,17 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, # # else: # # self.display.EraseAll() # - # def call_3DColumn(self, ui, bgcolor): - # # status = self.resultObj['Bolt']['status'] - # # if status is True: - # # self.ui.chkBx_beamSec1.setChecked(Qt.Checked) - # if ui.chkBxCol.isChecked(): - # ui.btn3D.setChecked(Qt.Unchecked) - # ui.chkBxCol.setChecked(Qt.Unchecked) - # ui.mytabWidget.setCurrentIndex(0) - # # self.display_3DModel("Beam", bgcolor) - # ui.commLogicObj.display_3DModel("Column", bgcolor) - # - # def call_3DConnector(self, ui, bgcolor): - # # status = self.resultObj['Bolt']['status'] - # # if status is True: - # # self.ui.chkBx_extndPlate.setChecked(Qt.Checked) - # if ui.chkBxFinplate.isChecked(): - # ui.btn3D.setChecked(Qt.Unchecked) - # ui.chkBxCol.setChecked(Qt.Unchecked) - # ui.mytabWidget.setCurrentIndex(0) - # # self.display_3DModel("Connector", bgcolor) - # ui.commLogicObj.display_3DModel("Connector", bgcolor) + + def call_3DColumn(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Column': + continue + if isinstance(chkbox, QCheckBox): + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) + ui.commLogicObj.display_3DModel("Column", bgcolor) def get_3d_components(self): components = [] @@ -2770,16 +2929,16 @@ def get_3d_components(self): return components def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Cover Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Cover Plate", bgcolor) - ################################ Outlist Dict ##################################################################################### def results_to_test(self): @@ -2803,93 +2962,95 @@ def results_to_test(self): # KEY_DP_DETAILING_CORROSIVE_INFLUENCES: self.bolt.corrosive_influences} if self.bolt.bolt_type == TYP_BEARING: - flange_bolt_bearing_cap_disp = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - web_bolt_bearing_cap_disp = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) + flange_bolt_bearing_cap_disp = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) + web_bolt_bearing_cap_disp = round( + self.web_bolt.bolt_bearing_capacity / 1000, 2) else: flange_bolt_bearing_cap_disp = 'N/A' web_bolt_bearing_cap_disp = 'N/A' test_out_list = { # applied loads - KEY_DISP_APPLIED_AXIAL_FORCE: round(self.factored_axial_load / 1000, 2), - KEY_DISP_APPLIED_SHEAR_LOAD: round(self.fact_shear_load / 1000, 2), - KEY_DISP_APPLIED_MOMENT_LOAD: round(self.load_moment / 1000000, 2), - # Diameter and grade - KEY_OUT_D_PROVIDED: self.bolt.bolt_diameter_provided, - KEY_OUT_GRD_PROVIDED: self.bolt.bolt_grade_provided, - # webplate dimensions - KEY_WEB_PLATE_HEIGHT: self.web_plate.height, - KEY_WEB_PLATE_LENGTH: self.web_plate.length, - KEY_OUT_WEBPLATE_THICKNESS: self.web_plate.thickness_provided, - # Web spacing - KEY_WEB_PITCH: self.web_plate.pitch_provided, - KEY_ENDDIST_W: self.web_plate.end_dist_provided, - KEY_WEB_GAUGE: self.web_plate.gauge_provided, - KEY_EDGEDIST_W: self.web_plate.edge_dist_provided, - - # def web_bolt_capacity(self, flag): - KEY_WEB_BOLT_LINE: (self.web_plate.bolt_line), - KEY_WEB_BOLTS_ONE_LINE: (self.web_plate.bolts_one_line), - KEY_WEB_BOLTS_REQ: (self.web_plate.bolts_required), - 'WebBolt.ShearCapacity': round(self.web_bolt.bolt_shear_capacity / 1000, 2), - 'WebBolt.BearingCapacity': web_bolt_bearing_cap_disp, - 'WebBolt.Capacity': round(self.web_bolt.bolt_capacity / 1000, 2), - 'WebBolt.Force': round(self.web_plate.bolt_force / 1000, 2), - - # flange plate_outer - KEY_FLANGE_PLATE_HEIGHT: self.flange_plate.height, - KEY_FLANGE_PLATE_LENGTH: self.plate_out_len, - KEY_OUT_FLANGESPLATE_THICKNESS: self.flange_out_plate_tk, - # flange plate_inner - KEY_INNERFLANGE_PLATE_HEIGHT: self.flange_plate.Innerheight, - KEY_INNERFLANGE_PLATE_LENGTH: self.plate_in_len, - KEY_INNERFLANGEPLATE_THICKNESS: self.flange_in_plate_tk, - # Flange spacing - KEY_FLANGE_PITCH: self.flange_plate.pitch_provided, - KEY_ENDDIST_FLANGE: self.flange_plate.end_dist_provided, - KEY_FLANGE_PLATE_GAUGE: self.flange_plate.gauge_provided, - KEY_EDGEDIST_FLANGE: self.flange_plate.edge_dist_provided, - # def flange_bolt_capacity - KEY_FLANGE_BOLT_LINE: (self.flange_plate.bolt_line), - KEY_FLANGE_BOLTS_ONE_LINE: (self.flange_plate.bolts_one_line), - KEY_FLANGE_BOLTS_REQ: (self.flange_plate.bolts_required), - 'FlangeBolt.ShearCapacity': round(self.flange_bolt.bolt_shear_capacity / 1000, 2), - 'FlangeBolt.BearingCapacity': flange_bolt_bearing_cap_disp, - 'FlangeBolt.Capacity': round(self.flange_bolt.bolt_capacity / 1000, 2), - 'FlangeBolt.Force': round(self.flange_plate.bolt_force / 1000, 2), - - # def flangecapacity(self, flag): - KEY_TENSIONYIELDINGCAP_FLANGE: round(self.section.tension_yielding_capacity / 1000, 2), - KEY_TENSIONRUPTURECAP_FLANGE: round(self.section.tension_rupture_capacity / 1000, 2), - KEY_BLOCKSHEARCAP_FLANGE: round(self.section.block_shear_capacity / 1000, 2), - KEY_FLANGE_TEN_CAPACITY: round(self.section.tension_capacity_flange / 1000, 2), - # flange plate capacities - KEY_TENSIONYIELDINGCAP_FLANGE_PLATE: round(self.flange_plate.tension_yielding_capacity / 1000, 2), - KEY_TENSIONRUPTURECAP_FLANGE_PLATE: round(self.flange_plate.tension_rupture_capacity / 1000, 2), - KEY_BLOCKSHEARCAP_FLANGE_PLATE: round(self.flange_plate.block_shear_capacity / 1000, 2), - KEY_FLANGE_PLATE_TEN_CAP: round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), - - # def webcapacity(self, flag): - KEY_TENSIONYIELDINGCAP_WEB: round(self.section.tension_yielding_capacity_web / 1000, 2), - KEY_TENSIONRUPTURECAP_WEB: round(self.section.tension_rupture_capacity_web / 1000, 2), - KEY_TENSIONBLOCK_WEB: round(self.section.block_shear_capacity_web / 1000, 2), - KEY_WEB_TEN_CAPACITY: round(self.section.tension_capacity_web / 1000, 2), - # web plate capac in axial - KEY_TEN_YIELDCAPACITY_WEB_PLATE: round(self.web_plate.tension_yielding_capacity / 1000, 2), - KEY_TENSION_RUPTURECAPACITY_WEB_PLATE: round(self.web_plate.tension_rupture_capacity / 1000, 2), - KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE: round(self.web_plate.block_shear_capacity / 1000, 2), - KEY_WEB_PLATE_CAPACITY: round(self.web_plate.tension_capacity_web_plate / 1000, 2), - # shear - KEY_SHEARYIELDINGCAP_WEB_PLATE: round(self.web_plate.shear_yielding_capacity / 1000, 2), - KEY_SHEARRUPTURECAP_WEB_PLATE: round(self.web_plate.shear_rupture_capacity / 1000, 2), - KEY_BLOCKSHEARCAP_WEB_PLATE: round(self.web_plate.block_shear_capacity_shear / 1000, 2), - KEY_WEBPLATE_SHEAR_CAPACITY_PLATE: round(self.web_plate.shear_capacity_web_plate / 1000, 2), - KEY_WEB_PLATE_MOM_DEMAND: round(self.web_plate.moment_demand / 1000000, 2), - # def member_capacityoutput(self, flag): - KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), - KEY_MEMBER_SHEAR_CAPACITY: round(self.shear_capacity1 / 1000, 2), - KEY_MEMBER_AXIALCAPACITY: round(self.axial_capacity / 1000, 2), - KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY: round(self.Pmc / 1000000, 2), - KEY_OUT_DISP_MOMENT_D_DEFORMATION: round(self.Mdc / 1000000, 2)} + KEY_DISP_APPLIED_AXIAL_FORCE: round(self.factored_axial_load / 1000, 2), + KEY_DISP_APPLIED_SHEAR_LOAD: round(self.fact_shear_load / 1000, 2), + KEY_DISP_APPLIED_MOMENT_LOAD: round(self.load_moment / 1000000, 2), + # Diameter and grade + KEY_OUT_D_PROVIDED: self.bolt.bolt_diameter_provided, + KEY_OUT_GRD_PROVIDED: self.bolt.bolt_grade_provided, + # webplate dimensions + KEY_WEB_PLATE_HEIGHT: self.web_plate.height, + KEY_WEB_PLATE_LENGTH: self.web_plate.length, + KEY_OUT_WEBPLATE_THICKNESS: self.web_plate.thickness_provided, + # Web spacing + KEY_WEB_PITCH: self.web_plate.pitch_provided, + KEY_ENDDIST_W: self.web_plate.end_dist_provided, + KEY_WEB_GAUGE: self.web_plate.gauge_provided, + KEY_EDGEDIST_W: self.web_plate.edge_dist_provided, + + # def web_bolt_capacity(self, flag): + KEY_WEB_BOLT_LINE: (self.web_plate.bolt_line), + KEY_WEB_BOLTS_ONE_LINE: (self.web_plate.bolts_one_line), + KEY_WEB_BOLTS_REQ: (self.web_plate.bolts_required), + 'WebBolt.ShearCapacity': round(self.web_bolt.bolt_shear_capacity / 1000, 2), + 'WebBolt.BearingCapacity': web_bolt_bearing_cap_disp, + 'WebBolt.Capacity': round(self.web_bolt.bolt_capacity / 1000, 2), + 'WebBolt.Force': round(self.web_plate.bolt_force / 1000, 2), + + # flange plate_outer + KEY_FLANGE_PLATE_HEIGHT: self.flange_plate.height, + KEY_FLANGE_PLATE_LENGTH: self.plate_out_len, + KEY_OUT_FLANGESPLATE_THICKNESS: self.flange_out_plate_tk, + # flange plate_inner + KEY_INNERFLANGE_PLATE_HEIGHT: self.flange_plate.Innerheight, + KEY_INNERFLANGE_PLATE_LENGTH: self.plate_in_len, + KEY_INNERFLANGEPLATE_THICKNESS: self.flange_in_plate_tk, + # Flange spacing + KEY_FLANGE_PITCH: self.flange_plate.pitch_provided, + KEY_ENDDIST_FLANGE: self.flange_plate.end_dist_provided, + KEY_FLANGE_PLATE_GAUGE: self.flange_plate.gauge_provided, + KEY_EDGEDIST_FLANGE: self.flange_plate.edge_dist_provided, + # def flange_bolt_capacity + KEY_FLANGE_BOLT_LINE: (self.flange_plate.bolt_line), + KEY_FLANGE_BOLTS_ONE_LINE: (self.flange_plate.bolts_one_line), + KEY_FLANGE_BOLTS_REQ: (self.flange_plate.bolts_required), + 'FlangeBolt.ShearCapacity': round(self.flange_bolt.bolt_shear_capacity / 1000, 2), + 'FlangeBolt.BearingCapacity': flange_bolt_bearing_cap_disp, + 'FlangeBolt.Capacity': round(self.flange_bolt.bolt_capacity / 1000, 2), + 'FlangeBolt.Force': round(self.flange_plate.bolt_force / 1000, 2), + + # def flangecapacity(self, flag): + KEY_TENSIONYIELDINGCAP_FLANGE: round(self.section.tension_yielding_capacity / 1000, 2), + KEY_TENSIONRUPTURECAP_FLANGE: round(self.section.tension_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_FLANGE: round(self.section.block_shear_capacity / 1000, 2), + KEY_FLANGE_TEN_CAPACITY: round(self.section.tension_capacity_flange / 1000, 2), + # flange plate capacities + KEY_TENSIONYIELDINGCAP_FLANGE_PLATE: round(self.flange_plate.tension_yielding_capacity / 1000, 2), + KEY_TENSIONRUPTURECAP_FLANGE_PLATE: round(self.flange_plate.tension_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_FLANGE_PLATE: round(self.flange_plate.block_shear_capacity / 1000, 2), + KEY_FLANGE_PLATE_TEN_CAP: round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + + # def webcapacity(self, flag): + KEY_TENSIONYIELDINGCAP_WEB: round(self.section.tension_yielding_capacity_web / 1000, 2), + KEY_TENSIONRUPTURECAP_WEB: round(self.section.tension_rupture_capacity_web / 1000, 2), + KEY_TENSIONBLOCK_WEB: round(self.section.block_shear_capacity_web / 1000, 2), + KEY_WEB_TEN_CAPACITY: round(self.section.tension_capacity_web / 1000, 2), + # web plate capac in axial + KEY_TEN_YIELDCAPACITY_WEB_PLATE: round(self.web_plate.tension_yielding_capacity / 1000, 2), + KEY_TENSION_RUPTURECAPACITY_WEB_PLATE: round(self.web_plate.tension_rupture_capacity / 1000, 2), + KEY_TENSION_BLOCKSHEARCAPACITY_WEB_PLATE: round(self.web_plate.block_shear_capacity / 1000, 2), + KEY_WEB_PLATE_CAPACITY: round(self.web_plate.tension_capacity_web_plate / 1000, 2), + # shear + KEY_SHEARYIELDINGCAP_WEB_PLATE: round(self.web_plate.shear_yielding_capacity / 1000, 2), + KEY_SHEARRUPTURECAP_WEB_PLATE: round(self.web_plate.shear_rupture_capacity / 1000, 2), + KEY_BLOCKSHEARCAP_WEB_PLATE: round(self.web_plate.block_shear_capacity_shear / 1000, 2), + KEY_WEBPLATE_SHEAR_CAPACITY_PLATE: round(self.web_plate.shear_capacity_web_plate / 1000, 2), + KEY_WEB_PLATE_MOM_DEMAND: round(self.web_plate.moment_demand / 1000000, 2), + # def member_capacityoutput(self, flag): + KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), + KEY_MEMBER_SHEAR_CAPACITY: round(self.shear_capacity1 / 1000, 2), + KEY_MEMBER_AXIALCAPACITY: round(self.axial_capacity / 1000, 2), + KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY: round(self.Pmc / 1000000, 2), + KEY_OUT_DISP_MOMENT_D_DEFORMATION: round(self.Mdc / 1000000, 2)} return test_out_list ################################ Design Report ##################################################################################### @@ -2935,8 +3096,8 @@ def save_design(self, popup_summary): "Section Details": self.report_supporting, "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), KEY_DISP_TYP: self.bolt.bolt_type, KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, @@ -2952,65 +3113,79 @@ def save_design(self, popup_summary): KEY_DISP_MATERIAL: self.flange_plate.material, KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.flange_plate.fu, KEY_DISP_YIELD_STRENGTH_REPORT: self.flange_plate.fy, - KEY_DISP_FLANGESPLATE_THICKNESS: str(list(np.int_(self.flange_plate.thickness))), - KEY_DISP_WEBPLATE_THICKNESS: str(list(np.int_(self.web_plate.thickness))), + KEY_DISP_FLANGESPLATE_THICKNESS: str([int(d) for d in self.flange_plate.thickness]), + KEY_DISP_WEBPLATE_THICKNESS: str([int(d) for d in self.web_plate.thickness]), } self.report_check = [] - #####Outer plate##### - flange_connecting_plates = [self.flange_plate.thickness_provided, self.section.flange_thickness] + ##### Outer plate##### + flange_connecting_plates = [ + self.flange_plate.thickness_provided, self.section.flange_thickness] - flange_bolt_shear_capacity_kn = round(self.flange_bolt.bolt_shear_capacity / 1000, 2) + flange_bolt_shear_capacity_kn = round( + self.flange_bolt.bolt_shear_capacity / 1000, 2) # flange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) - flange_bolt_capacity_kn = round(self.flange_bolt.bolt_capacity / 1000, 2) + flange_bolt_capacity_kn = round( + self.flange_bolt.bolt_capacity / 1000, 2) flange_kb_disp = round(self.flange_bolt.kb, 2) flange_kh_disp = round(self.flange_bolt.kh, 2) flange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) - flange_bolt_capacity_red_kn = round(self.flange_plate.bolt_capacity_red / 1000, 2) + flange_bolt_capacity_red_kn = round( + self.flange_plate.bolt_capacity_red / 1000, 2) - ########Inner plate##### - innerflange_connecting_plates = [self.flange_plate.thickness_provided, self.section.flange_thickness] + ######## Inner plate##### + innerflange_connecting_plates = [ + self.flange_plate.thickness_provided, self.section.flange_thickness] - innerflange_bolt_shear_capacity_kn = round(self.flange_bolt.bolt_shear_capacity / 1000, 2) + innerflange_bolt_shear_capacity_kn = round( + self.flange_bolt.bolt_shear_capacity / 1000, 2) - innerflange_bolt_capacity_kn = round(self.flange_bolt.bolt_capacity / 1000, 2) + innerflange_bolt_capacity_kn = round( + self.flange_bolt.bolt_capacity / 1000, 2) innerflange_kb_disp = round(self.flange_bolt.kb, 2) innerflange_kh_disp = round(self.flange_bolt.kh, 2) innerflange_bolt_force_kn = round(self.flange_plate.bolt_force, 2) - innerflange_bolt_capacity_red_kn = round(self.flange_plate.bolt_capacity_red, 2) + innerflange_bolt_capacity_red_kn = round( + self.flange_plate.bolt_capacity_red, 2) min_plate_length = (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) - h = round(self.section.depth - (2 * self.section.flange_thickness),2) + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + h = round(self.section.depth - (2 * self.section.flange_thickness), 2) self.Pmc = self.section.plastic_moment_capactiy self.Mdc = self.section.moment_d_def_criteria # self.min_web_plate_height = self.section.min_plate_height() - ############web variables### - web_connecting_plates = [self.web_plate.thickness_provided, self.section.web_thickness] + ############ web variables### + web_connecting_plates = [ + self.web_plate.thickness_provided, self.section.web_thickness] - web_bolt_shear_capacity_kn = round(self.web_bolt.bolt_shear_capacity / 1000, 2) + web_bolt_shear_capacity_kn = round( + self.web_bolt.bolt_shear_capacity / 1000, 2) # web_bolt_bearing_capacity_kn = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) web_bolt_capacity_kn = round(self.web_bolt.bolt_capacity / 1000, 2) web_kb_disp = round(self.web_bolt.kb, 2) web_kh_disp = round(self.web_bolt.kh, 2) web_bolt_force_kn = round(self.web_plate.bolt_force / 1000, 2) - web_bolt_capacity_red_kn = round(self.web_plate.bolt_capacity_red / 1000, 2) - res_force = self.web_plate.bolt_force * self.web_plate.bolt_line * self.web_plate.bolts_one_line + web_bolt_capacity_red_kn = round( + self.web_plate.bolt_capacity_red / 1000, 2) + res_force = self.web_plate.bolt_force * \ + self.web_plate.bolt_line * self.web_plate.bolts_one_line print("res_focce", res_force) - self.min_web_plate_height = round(self.section.min_plate_height(),2) + self.min_web_plate_height = round(self.section.min_plate_height(), 2) - t1 = ('SubSection', 'Member Capacity', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Member Capacity', + '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - t1 = (SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification(class_of_section=self.class_of_section), "") + t1 = (SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification( + class_of_section=self.class_of_section), "") self.report_check.append(t1) t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, display_prov(self.load.axial_force, "P_x"), cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, T_dg=round(self.axial_capacity / 1000, 2), multiple=None, - area=round(self.section.area, 2)),'') + area=round(self.section.area, 2)), '') self.report_check.append(t1) # self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * @@ -3024,36 +3199,42 @@ def save_design(self, popup_summary): initial_shear_capacity = round(self.shear_capacity1 / 1000 / 0.6, 2) reduced_shear_capacity = round(self.shear_capacity1 / 1000, 2) t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V_y"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), + allow_shear_capacity(initial_shear_capacity, + reduced_shear_capacity), get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) self.report_check.append(t1) t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), - Z_p=round(self.Z_p, 2), + Z_p=round( + self.Z_p, 2), f_y=self.section.fy, gamma_m0=gamma_m0, Pmc=round(self.Pmc / 1000000, 2)), '') self.report_check.append(t1) t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member(fy=self.section.fy, Z_e=round( - self.section.elast_sec_mod_z, 2), + self.section.elast_sec_mod_z, 2), Mdc=round(self.Mdc / 1000000, 2)), '') self.report_check.append(t1) t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, display_prov(self.load.moment, "M_z"), cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), - Mdc=round(self.Mdc / 1000000, 2), - M_c=round( - self.section.moment_capacity / 1000000, - 2)), - '') + Mdc=round( + self.Mdc / 1000000, 2), + M_c=round( + self.section.moment_capacity / 1000000, + 2)), + '') self.report_check.append(t1) - t1 = ('SubSection', 'Load Consideration', '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Load Consideration', + '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') self.report_check.append(t1) - #####INTERACTION RATIO####### + ##### INTERACTION RATIO####### t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al=self.load.axial_force, M=self.load.moment, - A_c=round(self.axial_capacity / 1000, 2), - M_c=round(self.section.moment_capacity / 1000000, 2), + A_c=round( + self.axial_capacity / 1000, 2), + M_c=round( + self.section.moment_capacity / 1000000, 2), IR_axial=self.IR_axial, IR_moment=self.IR_moment, sum_IR=self.sum_IR, ), '') self.report_check.append(t1) @@ -3061,14 +3242,16 @@ def save_design(self, popup_summary): #### Min load Required ############### t2 = (MIN_LOADS_REQUIRED, min_loads_required(conn="beam_beam"), min_loads_provided(min_ac=round(self.min_axial_load / 1000, 2), - min_mc=round(self.load_moment_min / 1000000, 2), + min_mc=round( + self.load_moment_min / 1000000, 2), conn="beam_beam"), '') self.report_check.append(t2) ############################# t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, display_prov(self.load.axial_force, "P_x"), prov_axial_load(axial_input=self.load.axial_force, min_ac=round(self.min_axial_load / 1000, 2), - app_axial_load=round(self.factored_axial_load / 1000, 2), + app_axial_load=round( + self.factored_axial_load / 1000, 2), axial_capacity=round(self.axial_capacity / 1000, 2)), '') self.report_check.append(t1) @@ -3079,34 +3262,46 @@ def save_design(self, popup_summary): self.report_check.append(t1) t1 = (KEY_DISP_APPLIED_MOMENT_LOAD, display_prov(self.load.moment, "M_z"), prov_moment_load(moment_input=self.load.moment, min_mc=round(self.load_moment_min / 1000000, 2), - app_moment_load=round(self.load_moment / 1000000, 2), + app_moment_load=round( + self.load_moment / 1000000, 2), moment_capacity=round(self.section.moment_capacity / 1000000, 2), moment_capacity_supporting=0.0), "") self.report_check.append(t1) t23 = (KEY_OUT_DISP_FORCES_WEB, '', forces_in_web(Au=round(self.factored_axial_load / 1000, 2), T=self.section.flange_thickness, - A=round(self.section.area, 2), + A=round( + self.section.area, 2), t=self.section.web_thickness, D=self.section.depth, - Zw=round(self.Z_w, 2), - Mu=round(self.load_moment / 1000000, 2), - Z=round(self.section.plast_sec_mod_z, 2), - Mw=round(self.moment_web / 1000000, 2), + Zw=round( + self.Z_w, 2), + Mu=round( + self.load_moment / 1000000, 2), + Z=round( + self.section.plast_sec_mod_z, 2), + Mw=round( + self.moment_web / 1000000, 2), Aw=round(self.axial_force_w / 1000, 2)), '') self.report_check.append(t23) t23 = (KEY_OUT_DISP_FORCES_FLANGE, '', forces_in_flange(Au=round(self.factored_axial_load / 1000, 2), B=self.section.flange_width, T=self.section.flange_thickness, - A=round(self.section.area, 2), + A=round( + self.section.area, 2), D=self.section.depth, - Mu=round(self.load_moment / 1000000, 2), - Mw=round(self.moment_web / 1000000, 2), - Mf=round(self.moment_flange / 1000000, 2), - Af=round(self.axial_force_f / 1000, 2), + Mu=round( + self.load_moment / 1000000, 2), + Mw=round( + self.moment_web / 1000000, 2), + Mf=round( + self.moment_flange / 1000000, 2), + Af=round( + self.axial_force_f / 1000, 2), ff=round(self.flange_force / 1000, 2), ), '') self.report_check.append(t23) - if self.design_status ==False: + if self.design_status == False: if self.member_capacity_status == True: - t2 = ('SubSection', 'Initial Member Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + t2 = ('SubSection', 'Initial Member Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, display_prov(round(self.flange_force / 1000, 2), "F_f"), cl_6_2_tension_yield_capacity_member(self.section.flange_width, @@ -3117,7 +3312,8 @@ def save_design(self, popup_summary): round(self.section.tension_yielding_capacity / 1000, 2), relation="lesser")) self.report_check.append(t1) if self.section.tension_yielding_capacity > self.flange_force: - webheight = round((self.section.depth - 2 * self.section.flange_thickness), 2) + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), cl_6_2_tension_yield_capacity_member(webheight, self.section.web_thickness, @@ -3129,7 +3325,8 @@ def save_design(self, popup_summary): if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force) and ( len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Flange Plate Height Check', '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Initial Flange Plate Height Check', + '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": t1 = (KEY_OUT_DISP_PLATE_WIDTH, 'Bfp >= 50', @@ -3156,7 +3353,8 @@ def save_design(self, popup_summary): else: self.thick_f = self.max_thick_f self.thick_w = self.max_thick_w - t1 = ('SubSection', 'Flange Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness, "T"), @@ -3167,8 +3365,10 @@ def save_design(self, popup_summary): t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), flange_plate_area_prov_bolt(B=self.section.flange_width, pref="Outside", y=self.thick_f, - outerwidth=round(self.outerwidth, 2), - fp_area=round(self.flange_plate_crs_sec_area, 2), + outerwidth=round( + self.outerwidth, 2), + fp_area=round( + self.flange_plate_crs_sec_area, 2), t=self.section.web_thickness, r_1=self.section.root_radius, ), get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) @@ -3185,8 +3385,10 @@ def save_design(self, popup_summary): flange_web_area=round(self.Ap, 2)), flange_plate_area_prov_bolt(B=self.section.flange_width, pref="Outside+Inside", y=self.thick_f, - outerwidth=round(self.outerwidth, 2), - fp_area=round(self.flange_plate_crs_sec_area, 2), + outerwidth=round( + self.outerwidth, 2), + fp_area=round( + self.flange_plate_crs_sec_area, 2), t=self.section.web_thickness, r_1=self.section.root_radius, innerwidth=round(self.innerwidth, 2)), get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) @@ -3195,7 +3397,8 @@ def save_design(self, popup_summary): if self.member_capacity_status == True and ( self.section.tension_yielding_capacity > self.flange_force) and ( len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Web Plate Height Check', '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Initial Web Plate Height Check', + '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": @@ -3215,9 +3418,9 @@ def save_design(self, popup_summary): KEY_DISP_WEB_PLATE_HEIGHT, min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, t_f=self.section.flange_thickness), web_width_chk_bolt(pref=self.preference, D=self.section.depth, - tk=self.flange_plate.thickness_provided, T=self.section.flange_thickness, - R_1=self.section.root_radius, webplatewidth=self.webplatewidth, - webclearance=self.webclearance), + tk=self.flange_plate.thickness_provided, T=self.section.flange_thickness, + R_1=self.section.root_radius, webplatewidth=self.webplatewidth, + webclearance=self.webclearance), get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) self.report_check.append(t1) @@ -3225,7 +3428,8 @@ def save_design(self, popup_summary): self.section.tension_yielding_capacity > self.flange_force) and self.webheight_status == True: # if (self.flange_plate_crs_sec_area >= (1.05 * self.flange_crs_sec_area)) and len(self.flange_plate_thickness_possible) != 0 and len(self.web_plate_thickness_possible) != 0 : - t1 = ('SubSection', 'Web Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) t2 = (KEY_DISP_WEBPLATE_THICKNESS, display_prov(self.section.web_thickness / 2, "t"), display_prov(self.thick_w, "t_{wp}"), @@ -3237,12 +3441,14 @@ def save_design(self, popup_summary): flange_web_area=round(self.Wp, 2)), web_plate_area_prov_bolt(D=self.section.depth, y=self.thick_w, webwidth=self.min_web_plate_height, - wp_area=round(self.web_plate_crs_sec_area, 2), + wp_area=round( + self.web_plate_crs_sec_area, 2), T=self.section.flange_thickness, r_1=self.section.root_radius), get_pass_fail(self.Wp, self.web_plate_crs_sec_area, relation="lesser")) self.report_check.append(t2) if self.member_capacity_status == True and self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True: - t1 = ('SubSection', 'Web Spacing Check', '|p{3.0cm}|p{6.5cm}|p{5 cm}|p{1cm}|') + t1 = ('SubSection', 'Web Spacing Check', + '|p{3.0cm}|p{6.5cm}|p{5 cm}|p{1cm}|') self.report_check.append(t1) self.bolt_diameter_min = min(self.bolt.bolt_diameter) min_gauge = self.web_bolt.min_gauge_round @@ -3250,22 +3456,27 @@ def save_design(self, popup_summary): self.bolt.bolt_hole_type) column_limit = "Col~Limit~(c_l) = 2" col = 2.0 - depth_max = round(self.section.depth - (2 * self.section.flange_thickness) - (2 * self.webclearance), 2) - depth = round(2 * self.web_bolt.min_edge_dist_round + min_gauge, 2) + depth_max = round( + self.section.depth - (2 * self.section.flange_thickness) - (2 * self.webclearance), 2) + depth = round( + 2 * self.web_bolt.min_edge_dist_round + min_gauge, 2) - t6 = (KEY_OUT_DISP_D_MIN, "", display_prov(self.bolt_diameter_min, "d"), '') + t6 = (KEY_OUT_DISP_D_MIN, "", display_prov( + self.bolt_diameter_min, "d"), '') self.report_check.append(t6) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt_diameter_min), display_prov(min_gauge, "g", column_limit), "") + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing( + self.bolt_diameter_min), display_prov(min_gauge, "g", column_limit), "") self.report_check.append(t2) t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), self.web_bolt.min_edge_dist_round, "") self.report_check.append(t3) - t3 = (KEY_SPACING, depth_req(self.web_bolt.min_edge_dist_round, min_gauge , col,sec="column"), + t3 = (KEY_SPACING, depth_req(self.web_bolt.min_edge_dist_round, min_gauge, col, sec="column"), depth_max, get_pass_fail(depth, depth_max, relation="lesser")) self.report_check.append(t3) - t1 = ('SubSection', 'Flange Spacing Check', '|p{3.0cm}|p{6.5cm}|p{5cm}|p{1cm}|') + t1 = ('SubSection', 'Flange Spacing Check', + '|p{3.0cm}|p{6.5cm}|p{5cm}|p{1cm}|') self.bolt_diameter_min = min(self.bolt.bolt_diameter) min_gauge = 0.0 self.d_0_min = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_min, @@ -3276,51 +3487,64 @@ def save_design(self, popup_summary): (self.section.flange_width / 2) - (self.section.web_thickness / 2) - self.section.root_radius, 2) depth = round(2 * self.flange_bolt.min_edge_dist_round, 2) - t6 = (KEY_OUT_DISP_D_MIN, "", display_prov(self.bolt_diameter_min, "d"), '') + t6 = (KEY_OUT_DISP_D_MIN, "", display_prov( + self.bolt_diameter_min, "d"), '') self.report_check.append(t6) - t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt_diameter_min), display_prov(min_gauge, "g", column_limit), "") + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing( + self.bolt_diameter_min), display_prov(min_gauge, "g", column_limit), "") self.report_check.append(t2) t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.d_0_min, self.bolt.edge_type), self.flange_bolt.min_edge_dist_round, "") self.report_check.append(t3) - t3 = (KEY_SPACING, depth_req(self.flange_bolt.min_edge_dist_round, self.flange_bolt.min_pitch_round, col,sec="column"), + t3 = (KEY_SPACING, depth_req(self.flange_bolt.min_edge_dist_round, self.flange_bolt.min_pitch_round, col, sec="column"), depth_max, get_pass_fail(depth, depth_max, relation="leq")) self.report_check.append(t3) if self.flange_plate.spacing_status == True: - t1 = ('SubSection', 'Flange Bolt Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Bolt Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) - t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", display_prov(self.bolt.bolt_diameter_provided, "d"),'') + t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", + display_prov(self.bolt.bolt_diameter_provided, "d"), '') self.report_check.append(t6) - t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimisation", self.bolt.bolt_grade_provided, '') + t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimisation", + self.bolt.bolt_grade_provided, '') self.report_check.append(t8) - t8 = (KEY_DISP_DP_BOLT_FU, "", display_prov(round(self.flange_bolt.bolt_fu, 2), "f_{ub}"), '') + t8 = (KEY_DISP_DP_BOLT_FU, "", display_prov( + round(self.flange_bolt.bolt_fu, 2), "f_{ub}"), '') self.report_check.append(t8) - t8 = (KEY_DISP_DP_BOLT_FY, "", display_prov(round(self.flange_bolt.bolt_fy, 2), "f_{yb}"), '') + t8 = (KEY_DISP_DP_BOLT_FY, "", display_prov( + round(self.flange_bolt.bolt_fy, 2), "f_{yb}"), '') self.report_check.append(t8) - t8 = (KEY_DISP_BOLT_AREA, " ", display_prov(self.flange_bolt.bolt_net_area, "A_{nb}", " Ref~IS~1367-3~(2002)"),'') + t8 = (KEY_DISP_BOLT_AREA, " ", display_prov( + self.flange_bolt.bolt_net_area, "A_{nb}", " Ref~IS~1367-3~(2002)"), '') self.report_check.append(t8) - t8 = (KEY_DISP_BOLT_HOLE, " ", display_prov(self.flange_bolt.dia_hole, "d_0"), '') + t8 = (KEY_DISP_BOLT_HOLE, " ", display_prov( + self.flange_bolt.dia_hole, "d_0"), '') self.report_check.append(t8) if self.preference == "Outside": t1 = (DISP_MIN_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) else: t1 = (DISP_MIN_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), - display_prov(self.flange_plate.thickness_provided, "t_{ifp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{ifp}"), get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) - t6 = (DISP_NUM_OF_COLUMNS, '', display_prov(self.flange_plate.bolts_one_line, "n_c"), '') + t6 = (DISP_NUM_OF_COLUMNS, '', display_prov( + self.flange_plate.bolts_one_line, "n_c"), '') self.report_check.append(t6) - t7 = (DISP_NUM_OF_ROWS, '', display_prov(self.flange_plate.bolt_line, "n_r"), '') + t7 = (DISP_NUM_OF_ROWS, '', display_prov( + self.flange_plate.bolt_line, "n_r"), '') self.report_check.append(t7) t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), self.flange_plate.pitch_provided, @@ -3353,15 +3577,16 @@ def save_design(self, popup_summary): get_pass_fail(self.flange_bolt.min_edge_dist, self.flange_plate.edge_dist_provided, relation='leq')) self.report_check.append(t3) t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='edge_dist'), + corrosive_influences=self.bolt.corrosive_influences, + parameter='edge_dist'), self.flange_plate.edge_dist_provided, get_pass_fail(self.flange_bolt.max_edge_dist, self.flange_plate.edge_dist_provided, relation="geq")) self.report_check.append(t4) if self.preference == "Outside": if self.flange_bolt.bolt_type == TYP_BEARING: - flange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) + flange_bolt_bearing_capacity_kn = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 1, self.flange_bolt.bolt_net_area, self.flange_bolt.gamma_mb, @@ -3389,7 +3614,8 @@ def save_design(self, popup_summary): self.report_check.append(t4) else: if self.flange_bolt.bolt_type == TYP_BEARING: - innerflange_bolt_bearing_capacity_kn = round(self.flange_bolt.bolt_bearing_capacity / 1000, 2) + innerflange_bolt_bearing_capacity_kn = round( + self.flange_bolt.bolt_bearing_capacity / 1000, 2) t1 = (KEY_OUT_DISP_FLANGE_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.flange_bolt.bolt_fu, 2, self.flange_bolt.bolt_net_area, self.flange_bolt.gamma_mb, @@ -3429,11 +3655,11 @@ def save_design(self, popup_summary): flange_bolt_capacity_kn, flange_bolt_capacity_red_kn, 'flange', self.flange_plate.end_dist_provided, self.flange_plate.gap, self.flange_plate.edge_dist_provided, - self.section.web_thickness, self.section.root_radius,conn="col_col"), "") + self.section.web_thickness, self.section.root_radius, conn="col_col"), "") self.report_check.append(t10) t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), cl_10_3_3_2_large_grip_bolted_prov(self.t_sum1, self.flange_bolt.bolt_diameter_provided, - self.flange_plate.beta_lj), "") + self.flange_plate.beta_lj), "") self.report_check.append(t10) ## # t5 = (KEY_OUT_DISP_BOLT_CAPACITY, bolt_force_kn, @@ -3443,14 +3669,15 @@ def save_design(self, popup_summary): # self.report_check.append(t5) if self.flange_bolt.bolt_type == TYP_BEARING: t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), - bolt_capacity=round(self.flange_plate.bolt_force / 1000, 2), - bolt_req=self.flange_plate.bolts_required, multiple=2, - conn="flange_web"), bolt_red_capacity_prov(self.flange_plate.beta_lj, - self.flange_plate.beta_lg, - flange_bolt_capacity_kn, - flange_bolt_capacity_red_kn,"b"), - get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, - relation="lesser")) + bolt_capacity=round( + self.flange_plate.bolt_force / 1000, 2), + bolt_req=self.flange_plate.bolts_required, multiple=2, + conn="flange_web"), bolt_red_capacity_prov(self.flange_plate.beta_lj, + self.flange_plate.beta_lg, + flange_bolt_capacity_kn, + flange_bolt_capacity_red_kn, "b"), + get_pass_fail(round(self.flange_plate.bolt_force / 1000, 2), flange_bolt_capacity_red_kn, + relation="lesser")) self.report_check.append(t5) else: t5 = (KEY_OUT_DISP_BOLT_CAPACITY, vres_cap_bolt_check(V_u=0.0, A_u=(round(self.flange_force / 1000, 2)), @@ -3467,11 +3694,14 @@ def save_design(self, popup_summary): relation="lesser")) self.report_check.append(t5) if self.web_plate.spacing_status == True and self.flange_plate.spacing_status == True: - t1 = ('SubSection', 'Web Bolt Check', '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Bolt Check', + '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') self.report_check.append(t1) - t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", display_prov(self.bolt.bolt_diameter_provided, "d"),'') + t6 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", + display_prov(self.bolt.bolt_diameter_provided, "d"), '') self.report_check.append(t6) - t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimisation", self.bolt.bolt_grade_provided, '') + t8 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimisation", + self.bolt.bolt_grade_provided, '') self.report_check.append(t8) # t5 = (DISP_NUM_OF_BOLTS, get_trial_bolts(V_u=round(self.fact_shear_load / 1000, 2), # A_u=(round(self.axial_force_w / 1000, 2)), @@ -3483,10 +3713,12 @@ def save_design(self, popup_summary): get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) - t6 = (DISP_NUM_OF_ROWS, '', display_prov(self.web_plate.bolt_line, "n_r"), '') + t6 = (DISP_NUM_OF_ROWS, '', display_prov( + self.web_plate.bolt_line, "n_r"), '') self.report_check.append(t6) - t7 = (DISP_NUM_OF_COLUMNS, '', display_prov(self.web_plate.bolts_one_line, "n_c"), '') + t7 = (DISP_NUM_OF_COLUMNS, '', display_prov( + self.web_plate.bolts_one_line, "n_c"), '') self.report_check.append(t7) t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), @@ -3525,15 +3757,16 @@ def save_design(self, popup_summary): relation='leq')) self.report_check.append(t3) t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_web_t_fu_fy, - corrosive_influences=self.bolt.corrosive_influences, - parameter='edge_dist'), + corrosive_influences=self.bolt.corrosive_influences, + parameter='edge_dist'), self.web_plate.edge_dist_provided, get_pass_fail(self.web_bolt.max_edge_dist, self.web_plate.edge_dist_provided, relation="geq")) self.report_check.append(t4) if self.web_bolt.bolt_type == TYP_BEARING: - web_bolt_bearing_capacity_kn = round(self.web_bolt.bolt_bearing_capacity / 1000, 2) + web_bolt_bearing_capacity_kn = round( + self.web_bolt.bolt_bearing_capacity / 1000, 2) t1 = (KEY_OUT_DISP_WEB_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.web_bolt.bolt_fu, 2, self.web_bolt.bolt_net_area, self.web_bolt.gamma_mb, @@ -3556,39 +3789,49 @@ def save_design(self, popup_summary): fub=self.web_bolt.bolt_fu, Anb=self.web_bolt.bolt_net_area, gamma_mf=self.web_bolt.gamma_mf, - capacity=web_bolt_capacity_kn),'', '') + capacity=web_bolt_capacity_kn), '', '') self.report_check.append(t4) - - t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.web_plate.bolts_one_line - , gauge=self.web_plate.gauge_provided, - ymax=round(self.web_plate.ymax, 2), - xmax=round(self.web_plate.xmax, 2), - bolt_line=self.web_plate.bolt_line, - pitch=self.web_plate.pitch_provided, - length_avail=self.web_plate.length_avail,conn="col_col"),'', '') + t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.web_plate.bolts_one_line, gauge=self.web_plate.gauge_provided, + ymax=round( + self.web_plate.ymax, 2), + xmax=round( + self.web_plate.xmax, 2), + bolt_line=self.web_plate.bolt_line, + pitch=self.web_plate.pitch_provided, + length_avail=self.web_plate.length_avail, conn="col_col"), '', '') self.report_check.append(t10) t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, moment_demand_req_bolt_force( shear_load=round(self.fact_shear_load / 1000, 2), web_moment=round(self.moment_web / 1000000, 2), ecc=self.web_plate.ecc, - moment_demand=round(self.web_plate.moment_demand / 1000000, 2)),'', '') + moment_demand=round(self.web_plate.moment_demand / 1000000, 2)), '', '') self.report_check.append(t10) t10 = (KEY_OUT_DISP_BOLT_FORCE, Vres_bolts(bolts_one_line=self.web_plate.bolts_one_line, - ymax=round(self.web_plate.ymax, 2), - xmax=round(self.web_plate.xmax, 2), - bolt_line=self.web_plate.bolt_line, - shear_load=round(self.fact_shear_load / 1000, 2), - axial_load=round(self.axial_force_w / 1000, 2), - moment_demand=round(self.web_plate.moment_demand / 1000000, 2), - r=round(self.web_plate.sigma_r_sq / 1000, 2), - vbv=round(self.web_plate.vbv / 1000, 2), - tmv=round(self.web_plate.tmv / 1000, 2), - tmh=round(self.web_plate.tmh / 1000, 2), - abh=round(self.web_plate.abh / 1000, 2), - vres=round(self.web_plate.bolt_force / 1000, 2),conn ="col_col"),'', '') + ymax=round( + self.web_plate.ymax, 2), + xmax=round( + self.web_plate.xmax, 2), + bolt_line=self.web_plate.bolt_line, + shear_load=round( + self.fact_shear_load / 1000, 2), + axial_load=round( + self.axial_force_w / 1000, 2), + moment_demand=round( + self.web_plate.moment_demand / 1000000, 2), + r=round( + self.web_plate.sigma_r_sq / 1000, 2), + vbv=round( + self.web_plate.vbv / 1000, 2), + tmv=round( + self.web_plate.tmv / 1000, 2), + tmh=round( + self.web_plate.tmh / 1000, 2), + abh=round( + self.web_plate.abh / 1000, 2), + vres=round(self.web_plate.bolt_force / 1000, 2), conn="col_col"), '', '') self.report_check.append(t10) t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), @@ -3598,19 +3841,19 @@ def save_design(self, popup_summary): web_bolt_capacity_kn, web_bolt_capacity_red_kn, 'web', self.web_plate.end_dist_provided, self.flange_plate.gap, self.web_plate.edge_dist_provided, - self.section.web_thickness, self.section.root_radius,conn="col_col"), "") + self.section.web_thickness, self.section.root_radius, conn="col_col"), "") self.report_check.append(t10) t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), cl_10_3_3_2_large_grip_bolted_prov(self.t_sum2, self.web_bolt.bolt_diameter_provided, - self.web_plate.beta_lj), "") + self.web_plate.beta_lj), "") self.report_check.append(t10) if self.web_bolt.bolt_type == TYP_BEARING: - t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000,2), + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, round(self.web_plate.bolt_force / 1000, 2), bolt_red_capacity_prov(self.web_plate.beta_lj, self.web_plate.beta_lg, web_bolt_capacity_kn, - web_bolt_capacity_red_kn,"b"), + web_bolt_capacity_red_kn, "b"), get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, relation="lesser")) self.report_check.append(t5) @@ -3619,15 +3862,16 @@ def save_design(self, popup_summary): bolt_red_capacity_prov(self.web_plate.beta_lj, self.web_plate.beta_lg, web_bolt_capacity_kn, - web_bolt_capacity_red_kn,"f"), + web_bolt_capacity_red_kn, "f"), get_pass_fail(round(self.web_plate.bolt_force / 1000, 2), web_bolt_capacity_red_kn, relation="lesser")) self.report_check.append(t5) - ######Flange plate check#### + ###### Flange plate check#### if self.select_bolt_dia_status == True: if self.preference == "Outside": - t1 = ('SubSection', 'Flange Plate Dimensions Check - Outside', '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Dimensions Check - Outside', + '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') self.report_check.append(t1) t1 = (DISP_MIN_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, @@ -3637,24 +3881,25 @@ def save_design(self, popup_summary): self.report_check.append(t1) min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) t1 = (DISP_MIN_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, min_end_dist=self.flange_bolt.min_end_dist, bolt_line=self.flange_plate.bolt_line, min_length=min_plate_length, - gap=self.flange_plate.gap,sec ="column"), + gap=self.flange_plate.gap, sec="column"), self.flange_plate.length, get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) self.report_check.append(t1) t1 = (DISP_MIN_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) self.Recheck_flange_pt_area_o = (self.flange_plate.height) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), plate_recheck_area_weld(outerwidth=self.flange_plate.height, @@ -3663,9 +3908,10 @@ def save_design(self, popup_summary): get_pass_fail(self.Ap, self.Recheck_flange_pt_area_o, relation="leq")) self.report_check.append(t2) else: - t1 = ('SubSection', 'Flange Plate Dimensions Check - Outside/Inside', '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Dimensions Check - Outside/Inside', + '|p{4cm}|p{5cm}|p{5cm}|p{1.5cm}|') self.report_check.append(t1) - ####OUTER PLATE#### + #### OUTER PLATE#### t1 = (DISP_MIN_PLATE_HEIGHT, min_flange_plate_ht_req(beam_width=self.section.flange_width, min_flange_plate_ht=self.min_plate_height), self.flange_plate.height, @@ -3673,17 +3919,17 @@ def save_design(self, popup_summary): self.report_check.append(t1) min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) t1 = (DISP_MIN_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, min_end_dist=self.flange_bolt.min_end_dist, bolt_line=self.flange_plate.bolt_line, min_length=min_plate_length, - gap=self.flange_plate.gap,sec ="column"), + gap=self.flange_plate.gap, sec="column"), self.flange_plate.length, get_pass_fail(min_plate_length, self.flange_plate.length, relation="leq")) self.report_check.append(t1) - ######INNER PLATE + # INNER PLATE min_inner_height = int( (self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2) min_inner_ht_req = 50 @@ -3702,24 +3948,25 @@ def save_design(self, popup_summary): self.report_check.append(t1) min_plate_length = 2 * (((self.flange_plate.bolt_line / 2 - 1) * self.flange_bolt.min_pitch) + ( - 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + 2 * self.flange_bolt.min_end_dist) + (self.flange_plate.gap / 2)) t1 = (DISP_MIN_PLATE_INNERLENGTH, min_flange_plate_length_req(min_pitch=self.flange_bolt.min_pitch, min_end_dist=self.flange_bolt.min_end_dist, bolt_line=self.flange_plate.bolt_line, min_length=min_plate_length, - gap=self.flange_plate.gap,sec ="column"), + gap=self.flange_plate.gap, sec="column"), self.flange_plate.length, get_pass_fail(min_plate_length, self.flange_plate.length, relation="lesser")) self.report_check.append(t1) t1 = (DISP_MIN_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T/2"), - display_prov(self.flange_plate.thickness_provided, "t_{ifp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{ifp}"), get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) self.Recheck_flange_pt_area_oi = (self.flange_plate.height + (2 * self.flange_plate.Innerheight)) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), plate_recheck_area_weld(outerwidth=self.flange_plate.height, @@ -3732,7 +3979,8 @@ def save_design(self, popup_summary): ################ if self.select_bolt_dia_status == True: - t1 = ('SubSection', 'Web Plate Dimensions Check', '|p{4cm}|p{4.5cm}|p{5.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Dimensions Check', + '|p{4cm}|p{4.5cm}|p{5.5cm}|p{1.5cm}|') self.report_check.append(t1) t1 = (DISP_MIN_PLATE_HEIGHT, min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, @@ -3742,13 +3990,13 @@ def save_design(self, popup_summary): self.report_check.append(t1) min_plate_length = 2 * (((self.web_plate.bolt_line / 2 - 1) * self.web_bolt.min_pitch) + ( - 2 * self.web_bolt.min_end_dist) + (self.flange_plate.gap / 2)) + 2 * self.web_bolt.min_end_dist) + (self.flange_plate.gap / 2)) t1 = (DISP_MIN_PLATE_LENGTH, min_flange_plate_length_req(min_pitch=self.web_bolt.min_pitch, min_end_dist=self.web_bolt.min_end_dist, bolt_line=self.web_plate.bolt_line, min_length=min_plate_length, - gap=self.flange_plate.gap,sec ="column"), + gap=self.flange_plate.gap, sec="column"), self.web_plate.length, get_pass_fail(min_plate_length, self.web_plate.length, relation="leq")) self.report_check.append(t1) @@ -3757,7 +4005,7 @@ def save_design(self, popup_summary): get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) self.report_check.append(t1) self.Recheck_web_pt_area_o = (2 * self.web_plate.height) * \ - self.web_plate.thickness_provided + self.web_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(round(self.web_crs_area, 2), flange_web_area=round(self.Wp, 2)), plate_recheck_area_weld(outerwidth=self.web_plate.height, innerwidth=None, @@ -3771,7 +4019,8 @@ def save_design(self, popup_summary): ################### ### Flange Check ### if self.get_plate_details_status == True: - t1 = ('SubSection', 'Member Check', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Member Check', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] @@ -3779,8 +4028,8 @@ def save_design(self, popup_summary): self.section.flange_thickness, self.section.fy, gamma_m0, round( - self.section.tension_yielding_capacity / 1000, - 2)), '') + self.section.tension_yielding_capacity / 1000, + 2)), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -3791,8 +4040,8 @@ def save_design(self, popup_summary): fu=self.section.fu, gamma_m1=gamma_m1, T_dn=round( - self.section.tension_rupture_capacity / 1000, - 2)), '') + self.section.tension_rupture_capacity / 1000, + 2)), '') self.report_check.append(t1) @@ -3804,23 +4053,26 @@ def save_design(self, popup_summary): t1 = (KEY_DISP_FLANGE_TEN_CAPACITY, display_prov(round(self.flange_force / 1000, 2), "F_f"), cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity / 1000, 2), - round(self.section.tension_rupture_capacity / 1000, 2), + round( + self.section.tension_rupture_capacity / 1000, 2), round(self.section.block_shear_capacity / 1000, 2)), get_pass_fail(round(self.flange_force / 1000, 2), - round(self.section.tension_capacity_flange / 1000, 2), + round( + self.section.tension_capacity_flange / 1000, 2), relation="lesser")) self.report_check.append(t1) ### web Check ### gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] # A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness - webheight = round((self.section.depth - 2 * self.section.flange_thickness),2) + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, '', cl_6_2_tension_yield_capacity_member(webheight, self.section.web_thickness, self.section.fy, gamma_m0, round( - self.section.tension_yielding_capacity_web / 1000, - 2)), '') + self.section.tension_yielding_capacity_web / 1000, + 2)), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -3830,8 +4082,8 @@ def save_design(self, popup_summary): d_o=self.web_bolt.dia_hole, fu=self.section.fu, gamma_m1=gamma_m1, T_dn=round( - self.section.tension_rupture_capacity_web / 1000, - 2)), '') + self.section.tension_rupture_capacity_web / 1000, + 2)), '') self.report_check.append(t1) t1 = ( @@ -3843,7 +4095,8 @@ def save_design(self, popup_summary): t1 = (KEY_DISP_WEB_TEN_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), cl_6_1_tension_capacity_member(round(self.section.tension_yielding_capacity_web / 1000, 2), - round(self.section.tension_rupture_capacity_web / 1000, 2), + round( + self.section.tension_rupture_capacity_web / 1000, 2), round(self.section.block_shear_capacity_web / 1000, 2)), get_pass_fail(round(self.axial_force_w / 1000, 2), round(self.section.tension_capacity_web / 1000, 2), relation="lesser")) @@ -3855,7 +4108,7 @@ def save_design(self, popup_summary): if self.preference == "Outside": t1 = ( - 'SubSection', 'Flange Plate Capacity Check for Axial Load - Outside ', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + 'SubSection', 'Flange Plate Capacity Check for Axial Load - Outside ', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] @@ -3863,8 +4116,8 @@ def save_design(self, popup_summary): self.flange_plate.thickness_provided, self.flange_plate.fy, gamma_m0, round( - self.flange_plate.tension_yielding_capacity / 1000, - 2)), '') + self.flange_plate.tension_yielding_capacity / 1000, + 2)), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -3876,8 +4129,8 @@ def save_design(self, popup_summary): fu=self.flange_plate.fu, gamma_m1=gamma_m1, T_dn=round( - self.flange_plate.tension_rupture_capacity / 1000, - 2)), '') + self.flange_plate.tension_rupture_capacity / 1000, + 2)), '') self.report_check.append(t1) t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', @@ -3887,10 +4140,12 @@ def save_design(self, popup_summary): t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), - round(self.flange_plate.tension_rupture_capacity / 1000, 2), + round( + self.flange_plate.tension_rupture_capacity / 1000, 2), round(self.flange_plate.block_shear_capacity / 1000, 2)), get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), relation="lesser")) self.report_check.append(t1) else: @@ -3899,14 +4154,15 @@ def save_design(self, popup_summary): '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - total_height = self.flange_plate.height + (2 * self.flange_plate.Innerheight) + total_height = self.flange_plate.height + \ + (2 * self.flange_plate.Innerheight) t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(total_height, self.flange_plate.thickness_provided, self.flange_plate.fy, gamma_m0, round( - self.flange_plate.tension_yielding_capacity / 1000, - 2)), '') + self.flange_plate.tension_yielding_capacity / 1000, + 2)), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -3918,8 +4174,8 @@ def save_design(self, popup_summary): fu=self.flange_plate.fu, gamma_m1=gamma_m1, T_dn=round( - self.flange_plate.tension_rupture_capacity / 1000, - 2)), '') + self.flange_plate.tension_rupture_capacity / 1000, + 2)), '') self.report_check.append(t1) t1 = (KEY_DISP_BLOCKSHEARCAP_FLANGE_PLATE, '', @@ -3929,10 +4185,12 @@ def save_design(self, popup_summary): t1 = (KEY_DISP_FLANGE_PLATE_TEN_CAP, display_prov(round(self.flange_force / 1000, 2), "F_f"), cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), - round(self.flange_plate.tension_rupture_capacity / 1000, 2), + round( + self.flange_plate.tension_rupture_capacity / 1000, 2), round(self.flange_plate.block_shear_capacity / 1000, 2)), get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), relation="lesser")) self.report_check.append(t1) @@ -3940,7 +4198,8 @@ def save_design(self, popup_summary): # Web plate Capacities check axial ################### if self.flange_plate_check_status == True and self.web_axial_check_status == True: - t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] @@ -3949,8 +4208,8 @@ def save_design(self, popup_summary): self.web_plate.fy, gamma_m0, round( - self.web_plate.tension_yielding_capacity / 1000, - 2), 2), '') + self.web_plate.tension_yielding_capacity / 1000, + 2), 2), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -3962,8 +4221,8 @@ def save_design(self, popup_summary): self.web_plate.fu, gamma_m1, round( - self.web_plate.tension_rupture_capacity / 1000, - 2), 2), '') + self.web_plate.tension_rupture_capacity / 1000, + 2), 2), '') self.report_check.append(t1) @@ -3973,10 +4232,12 @@ def save_design(self, popup_summary): t1 = (KEY_DISP_WEB_PLATE_CAPACITY, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), cl_6_1_tension_capacity_member(round(self.web_plate.tension_yielding_capacity / 1000, 2), - round(self.web_plate.tension_rupture_capacity / 1000, 2), + round( + self.web_plate.tension_rupture_capacity / 1000, 2), round(self.web_plate.block_shear_capacity / 1000, 2)), get_pass_fail(round(self.axial_force_w / 1000, 2), - round(self.web_plate.tension_capacity_web_plate / 1000, 2), + round( + self.web_plate.tension_capacity_web_plate / 1000, 2), relation="lesser")) self.report_check.append(t1) @@ -3985,7 +4246,8 @@ def save_design(self, popup_summary): # Web plate Capacities check Shear ################### if self.web_plate_axial_check_status == True: - t1 = ('SubSection', 'Web Plate Capacity Check for Shear Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Capacity Check for Shear Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) t1 = (KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE, '', @@ -3994,30 +4256,35 @@ def save_design(self, popup_summary): round(self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2), 2), '') self.report_check.append(t1) - initial_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2) - reduced_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000, 2) + initial_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2) + reduced_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000, 2) t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), + allow_shear_capacity( + initial_shear_capacity, reduced_shear_capacity), get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) self.report_check.append(t1) if self.shear_yielding_status == True: t1 = (KEY_DISP_SHEARRUPTURECAP_WEB_PLATE, '', AISC_J4_shear_rupture_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, - self.web_plate.bolts_one_line, self.web_bolt.dia_hole, - self.web_plate.fu, - round(self.web_plate.shear_rupture_capacity / 1000, 2), - gamma_m1, 2), '') + self.web_plate.bolts_one_line, self.web_bolt.dia_hole, + self.web_plate.fu, + round( + self.web_plate.shear_rupture_capacity / 1000, 2), + gamma_m1, 2), '') self.report_check.append(t1) t1 = (KEY_DISP_BLOCKSHEARCAP_WEB_PLATE, '', - cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity_shear / 1000, 2), stress ="shear"), '') + cl_6_4_blockshear_capacity_member(Tdb=round(self.web_plate.block_shear_capacity_shear / 1000, 2), stress="shear"), '') self.report_check.append(t1) t1 = (KEY_DISP_WEBPLATE_SHEAR_CAPACITY_PLATE, display_prov(round(self.fact_shear_load / 1000, 2), "V_u"), cl_8_4_shear_capacity_member(round(self.web_plate.shear_yielding_capacity / 1000, 2), - round(self.web_plate.shear_rupture_capacity / 1000, 2), + round( + self.web_plate.shear_rupture_capacity / 1000, 2), round(self.web_plate.block_shear_capacity_shear / 1000, 2)), get_pass_fail(round(self.fact_shear_load / 1000, 2), round(self.web_plate.shear_capacity_web_plate / 1000, 2), relation="lesser")) @@ -4032,6 +4299,7 @@ def save_design(self, popup_summary): # print("desk:", desktop_path) print(sys.path[0]) rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] diff --git a/design_type/connection/column_cover_plate_weld.py b/osdag_core/design_type/connection/column_cover_plate_weld.py similarity index 78% rename from design_type/connection/column_cover_plate_weld.py rename to osdag_core/design_type/connection/column_cover_plate_weld.py index 0e3ccfb1c..5227a75e6 100644 --- a/design_type/connection/column_cover_plate_weld.py +++ b/osdag_core/design_type/connection/column_cover_plate_weld.py @@ -12,15 +12,16 @@ """ -from design_type.connection.moment_connection import MomentConnection -from utils.common.component import * -from Common import * -from utils.common.load import Load -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...Common import * +from ...utils.common.load import Load +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * import logging - +from ...custom_logger import CustomLogger +from django.conf import settings class ColumnCoverPlateWeld(MomentConnection): @@ -78,7 +79,8 @@ def tab_value_changed(self): """ change_tab = [] - t2 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + t2 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [ + KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) change_tab.append(t2) t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, @@ -90,7 +92,8 @@ def tab_value_changed(self): 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) change_tab.append(t4) - t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [ + KEY_SOURCE], TYPE_TEXTBOX, self.change_source) change_tab.append(t6) return change_tab @@ -178,7 +181,8 @@ def refresh_input_dock(self): """ add_buttons = [] - t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, + KEY_SECSIZE, None, None, "Columns") add_buttons.append(t2) return add_buttons @@ -190,7 +194,7 @@ def get_values_for_design_pref(self, key, design_dictionary): else: fu = '' - val = {KEY_DP_BOLT_TYPE: "Pretensioned", + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', KEY_DP_BOLT_HOLE_TYPE: "Standard", KEY_DP_BOLT_SLIP_FACTOR: str(0.3), KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, @@ -210,40 +214,63 @@ def get_values_for_design_pref(self, key, design_dictionary): def __init__(self): super(ColumnCoverPlateWeld, self).__init__() + self.hover_dict = {} self.design_status = False - def set_osdaglogger(key): - + def set_osdaglogger(self, key, id): """ - Function to set Logger for Tension Module + Function to set Logger for FinPlate Module """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_ctc_cover_plate_weld_moment_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop( + unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', - datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) - def preference_type(self): + def preference_type(self, args): - pref_type = self[0] + pref_type = args[0] if pref_type == VALUES_FLANGEPLATE_PREFERENCES[0]: return True else: @@ -253,22 +280,29 @@ def input_value_changed(self): lst = [] - t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + t8 = ([KEY_MATERIAL], KEY_MATERIAL, + TYPE_CUSTOM_MATERIAL, self.new_material) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_HEIGHT, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_PLATE_LENGTH, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_DOCK, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_DOCK, self.preference_type) lst.append(t8) - t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, TYPE_OUT_LABEL, self.preference_type) + t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGEPLATE_THICKNESS, + TYPE_OUT_LABEL, self.preference_type) lst.append(t8) # t8 = ([KEY_FLANGEPLATE_PREFERENCES], KEY_INNERFLANGE_WELD_DETAILS, TYPE_OUT_DOCK, self.preference_type) # lst.append(t8) @@ -276,23 +310,26 @@ def input_value_changed(self): # lst.append(t8) return lst + def input_values(self): options_list = [] - t16 = (KEY_MODULE, KEY_DISP_COLUMNCOVERPLATEWELD, TYPE_MODULE, None, True, 'No Validator') + t16 = (KEY_MODULE, KEY_DISP_COLUMNCOVERPLATEWELD, + TYPE_MODULE, None, True, 'No Validator') options_list.append(t16) t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') options_list.append(t1) - t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, connectdb("Columns"), True, 'No Validator') + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') options_list.append(t4) # t15 = (KEY_IMAGE, None, TYPE_IMAGE, None, True, 'No Validator') # options_list.append(t15) - t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, + VALUES_MATERIAL, True, 'No Validator') options_list.append(t5) t19 = ( KEY_WELD_TYPE, KEY_DISP_WELD_TYPE, TYPE_COMBOBOX, @@ -302,13 +339,16 @@ def input_values(self): t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') options_list.append(t6) - t17 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'Int Validator') + t17 = (KEY_MOMENT, KEY_DISP_MOMENT, + TYPE_TEXTBOX, None, True, 'Int Validator') options_list.append(t17) - t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'Int Validator') + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, + None, True, 'Int Validator') options_list.append(t7) - t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, + None, True, 'Int Validator') options_list.append(t8) # t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, None) @@ -323,19 +363,24 @@ def input_values(self): # t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, existingvalue_key_grd, VALUES_GRD) # options_list.append(t12) - t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') + t18 = (None, DISP_TITLE_FLANGESPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') options_list.append(t18) - t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') + t19 = (KEY_FLANGEPLATE_PREFERENCES, KEY_DISP_FLANGESPLATE_PREFERENCES, + TYPE_COMBOBOX, VALUES_FLANGEPLATE_PREFERENCES, True, 'No Validator') options_list.append(t19) - t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') + t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_FLANGEPLATE_THICKNESS, True, 'No Validator') options_list.append(t20) - t21 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True, 'No Validator') + t21 = (None, DISP_TITLE_WEBSPLICEPLATE, + TYPE_TITLE, None, True, 'No Validator') options_list.append(t21) - t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') + t22 = (KEY_WEBPLATE_THICKNESS, KEY_DISP_WEBPLATE_THICKNESS, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_WEBPLATE_THICKNESS, True, 'No Validator') options_list.append(t22) return options_list @@ -434,22 +479,25 @@ def web_weld_details(self, flag): # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/UV_w.png') # web_weld_details.append(t99) - t14 = (KEY_WEB_WELD_SIZE, KEY_WEB_DISP_WELD_SIZE, TYPE_TEXTBOX, self.web_weld.size if flag else '') + t14 = (KEY_WEB_WELD_SIZE, KEY_WEB_DISP_WELD_SIZE, + TYPE_TEXTBOX, self.web_weld.size if flag else '') web_weld_details.append(t14) t15 = (KEY_WEB_WELD_STRENGTH, KEY_WEB_DISP_WELD_STRENGTH, TYPE_TEXTBOX, self.web_weld.strength if flag else '') web_weld_details.append(t15) # in N/mm t5 = ( - KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION, TYPE_TEXTBOX, round(self.Reduction_factor_web, 2) if flag else '', - True) + KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION, TYPE_TEXTBOX, round( + getattr(self, 'Reduction_factor_web', 1), 2) if flag else '', + True) web_weld_details.append(t5) t10 = (KEY_OUT_WELD_STRENGTH_RED, KEY_OUT_DISP_WELD_STRENGTH_RED, TYPE_TEXTBOX, - round(self.web_weld.strength_red, 2) if flag else '', + round(getattr(self.web_weld, 'strength_red', 0), 2) if flag else '', True) web_weld_details.append(t10) - t16 = (KEY_WEB_WELD_STRESS, KEY_WEB_DISP_WELD_STRESS, TYPE_TEXTBOX, self.web_weld.stress if flag else '') + t16 = (KEY_WEB_WELD_STRESS, KEY_WEB_DISP_WELD_STRESS, + TYPE_TEXTBOX, self.web_weld.stress if flag else '') web_weld_details.append(t16) return web_weld_details @@ -458,20 +506,25 @@ def web_pattern(self, status): pattern = [] - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)") + t00 = (None, "", TYPE_NOTE, + "Representative image for Failure Pattern (Half Plate)") pattern.append(t00) t99 = (None, 'Failure Pattern Due to Tension Force in the Member', TYPE_SECTION, - ['./ResourceFiles/images/U_Vw.png', 202, 400, "Web Block Shear Pattern"]) # [image, width, height, caption] + # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("U_Vw.png")), 202, 400, "Web Block Shear Pattern"]) pattern.append(t99) - t9 = (KEY_OUT_Lw, KEY_OUT_DISP_Lw, TYPE_TEXTBOX, round(int((self.web_plate.length-self.flange_plate.gap - (4 *self.web_weld.size))/2),2) if status else '') + t9 = (KEY_OUT_Lw, KEY_OUT_DISP_Lw, TYPE_TEXTBOX, round(int( + (self.web_plate.length-self.flange_plate.gap - (4 * self.web_weld.size))/2), 2) if status else '') pattern.append(t9) - t10 = (KEY_OUT_Hw, KEY_OUT_DISP_Hw, TYPE_TEXTBOX, round(int(self.web_plate.height-(2 * self.web_weld.size)),2) if status else '') + t10 = (KEY_OUT_Hw, KEY_OUT_DISP_Hw, TYPE_TEXTBOX, round( + int(self.web_plate.height-(2 * self.web_weld.size)), 2) if status else '') pattern.append(t10) return pattern + def flange_weld_details(self, flag): flange_weld_details = [] # t15 = (KEY_FLANGE_WELD_LENGTH, DISP_EFF, TYPE_TEXTBOX, @@ -484,22 +537,23 @@ def flange_weld_details(self, flag): # t99 = (None, None, TYPE_SECTION, './ResourceFiles/images/columnweld_flange.png') # flange_weld_details.append(t99) - t14 = (KEY_FLANGE_WELD_SIZE, KEY_FLANGE_DISP_WELD_SIZE, TYPE_TEXTBOX, self.flange_weld.size if flag else '') + t14 = (KEY_FLANGE_WELD_SIZE, KEY_FLANGE_DISP_WELD_SIZE, + TYPE_TEXTBOX, self.flange_weld.size if flag else '') flange_weld_details.append(t14) t15 = (KEY_FLANGE_WELD_STRENGTH, KEY_FLANGE_DISP_WELD_STRENGTH, TYPE_TEXTBOX, self.flange_weld.strength if flag else '') flange_weld_details.append(t15) # in N/mm t5 = (KEY_REDUCTION_LONG_JOINT, KEY_DISP_REDUCTION, TYPE_TEXTBOX, - round(self.Reduction_factor_flange, 2) if flag else '', + round(getattr(self, 'Reduction_factor_flange', 1), 2) if flag else '', True) flange_weld_details.append(t5) t10 = (KEY_OUT_WELD_STRENGTH_RED, KEY_OUT_DISP_WELD_STRENGTH_RED, TYPE_TEXTBOX, - round(self.flange_weld.strength_red, 2) if flag else '', + round(getattr(self.flange_weld, 'strength_red', 0), 2) if flag else '', True) flange_weld_details.append(t10) t16 = ( - KEY_FLANGE_WELD_STRESS, KEY_FLANGE_DISP_WELD_STRESS, TYPE_TEXTBOX, self.flange_weld.stress if flag else '') + KEY_FLANGE_WELD_STRESS, KEY_FLANGE_DISP_WELD_STRESS, TYPE_TEXTBOX, self.flange_weld.stress if flag else '') flange_weld_details.append(t16) # in N/mm return flange_weld_details @@ -517,7 +571,8 @@ def Innerflange_weld_details(self, flag): # (self.flange_weld.Innerheight) if flag else '') # Innerflange_weld_details.append(t15) - t14 = (KEY_FLANGE_WELD_SIZE, KEY_FLANGE_DISP_WELD_SIZE, TYPE_TEXTBOX, self.flange_weld.size if flag else '') + t14 = (KEY_FLANGE_WELD_SIZE, KEY_FLANGE_DISP_WELD_SIZE, + TYPE_TEXTBOX, self.flange_weld.size if flag else '') Innerflange_weld_details.append(t14) t15 = (KEY_INNERFLANGE_WELD_STRENGTH, KEY_INNERFLANGE_DISP_WELD_STRENGTH, TYPE_TEXTBOX, @@ -550,8 +605,9 @@ def output_values(self, flag): t4 = (None, DISP_TITLE_MEMBER_CAPACITY, TYPE_TITLE, None, True) out_list.append(t4) t21 = ( - KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, ['Member Capacity', self.member_capacityoutput], - True) + KEY_MEMBER_CAPACITY, KEY_DISP_MEMBER_CAPACITY, TYPE_OUT_BUTTON, [ + 'Member Capacity', self.member_capacityoutput], + True) out_list.append(t21) t1 = (None, DISP_TITLE_WEBSPLICEPLATE, TYPE_TITLE, None, True) @@ -570,13 +626,17 @@ def output_values(self, flag): int(self.web_plate.thickness_provided) if flag else '', True) out_list.append(t7) - t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, ['Web Capacity', self.webcapacity], True) + t21 = (KEY_WEB_CAPACITY, KEY_DISP_WEB_CAPACITY, TYPE_OUT_BUTTON, + ['Web Capacity', self.webcapacity], True) out_list.append(t21) - t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Block Shear Pattern ', self.web_pattern], True) - out_list.append(t17) + + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, + # ['Block Shear Pattern ', self.web_pattern], True) + # out_list.append(t17) t21 = ( - KEY_WEB_WELD_DETAILS, KEY_DISP_WEB_WELD_DETAILS, TYPE_OUT_BUTTON, ['Web Plate Weld', self.web_weld_details], - True) + KEY_WEB_WELD_DETAILS, KEY_DISP_WEB_WELD_DETAILS, TYPE_OUT_BUTTON, [ + 'Web Plate Weld', self.web_weld_details], + True) out_list.append(t21) t17 = (None, DISP_TITLE_FLANGESPLICEPLATE, TYPE_TITLE, None, True) out_list.append(t17) @@ -589,16 +649,17 @@ def output_values(self, flag): out_list.append(t18) t19 = (KEY_FLANGE_PLATE_LENGTH, KEY_DISP_FLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_out_len if flag else '', True) + getattr(self, 'plate_out_len', '') if flag else '', True) out_list.append(t19) t20 = (KEY_FLANGEPLATE_THICKNESS, KEY_DISP_FLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - int(self.flange_out_plate_tk) if flag else '', True) + int(getattr(self, 'flange_out_plate_tk', 0) or 0) if flag else '', True) out_list.append(t20) t21 = ( - KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, ['Flange Capacity', self.flangecapacity], + KEY_FLANGE_CAPACITY, KEY_DISP_FLANGE_CAPACITY, TYPE_OUT_BUTTON, [ + 'Flange Capacity', self.flangecapacity], True) out_list.append(t21) @@ -607,9 +668,8 @@ def output_values(self, flag): ['Flange Plate Weld', self.flange_weld_details], True) out_list.append(t21) - - t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, TYPE_TITLE, None, False) - + t17 = (None, DISP_TITLE_FLANGESPLICEPLATE_INNER, + TYPE_TITLE, None, False) out_list.append(t17) @@ -619,12 +679,12 @@ def output_values(self, flag): t19 = ( KEY_INNERFLANGE_PLATE_LENGTH, KEY_DISP_INNERFLANGE_PLATE_LENGTH, TYPE_TEXTBOX, - self.plate_in_len if flag else '', False) + getattr(self, 'plate_in_len', '') if flag else '', False) out_list.append(t19) t20 = (KEY_INNERFLANGEPLATE_THICKNESS, KEY_DISP_INNERFLANGESPLATE_THICKNESS, TYPE_TEXTBOX, - self.flange_in_plate_tk if flag else '', False) + getattr(self, 'flange_in_plate_tk', '') if flag else '', False) out_list.append(t20) # t21 = (KEY_INNERFLANGE_WELD_DETAILS, KEY_DISP_INNERFLANGE_WELD_DETAILS, TYPE_OUT_BUTTON, @@ -638,10 +698,47 @@ def output_values(self, flag): # (self.l_req_flangelength) if flag else '', True) # out_list.append(t15) + # ------------------------- + # Populate hover dict + # ------------------------- + + # Column + self.hover_dict["Column"] = ( + f"Column
    " + f"Section: {self.section.designation if flag else ''}
    " + f"Depth: {self.section.depth if flag else ''} mm
    " + f"Flange Width: {self.section.flange_width if flag else ''} mm
    " + f"Web Thickness: {self.section.web_thickness if flag else ''} mm
    " + f"Flange Thickness: {self.section.flange_thickness if flag else ''} mm" + ) + + # Cover Plates (Flange + Web) + cover_plate_info = ( + f"Cover Plates
    " + f"Flange Plate: {self.flange_plate.length if flag else ''} Ɨ " + f"{self.flange_plate.height if flag else ''} Ɨ " + f"{getattr(self, 'flange_out_plate_tk', self.flange_plate.thickness_provided) if flag else ''} mm
    " + f"Inner Flange Plate: {getattr(self, 'plate_in_len', '') if flag else ''} Ɨ " + f"{self.flange_plate.Innerheight if flag else ''} Ɨ " + f"{getattr(self, 'flange_in_plate_tk', '') if flag else ''} mm
    " + f"Web Plate: {self.web_plate.length if flag else ''} Ɨ " + f"{self.web_plate.height if flag else ''} Ɨ " + f"{self.web_plate.thickness_provided if flag else ''} mm" + ) + self.hover_dict["Plate"] = cover_plate_info + self.hover_dict["Cover Plate"] = cover_plate_info # alias for SmartPart.jsx 'coverplate' mesh + + # Weld + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Flange Weld Size: {self.flange_weld.size if flag else ''} mm
    " + f"Web Weld Size: {self.web_weld.size if flag else ''} mm
    " + f"Weld Type: Fillet Weld" + ) + return out_list def warn_text(self): - """ Function to give logger warning when any old value is selected from Column and Column table. """ @@ -650,9 +747,9 @@ def warn_text(self): global logger red_list = red_list_function() if self.section.designation in red_list or self.section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") # for option in option_list: @@ -673,12 +770,12 @@ def warn_text(self): # else: # pass - def module_name(self): - + @staticmethod + def module_name(): return KEY_DISP_COLUMNCOVERPLATEWELD def set_input_values(self, design_dictionary): - super(ColumnCoverPlateWeld, self).set_input_values(self, design_dictionary) + super(ColumnCoverPlateWeld, self).set_input_values(design_dictionary) # self.module = design_dictionary[KEY_MODULE] # global design_status # self.design_status = False # todo doubt of true or false @@ -688,7 +785,7 @@ def set_input_values(self, design_dictionary): self.preference = design_dictionary[KEY_FLANGEPLATE_PREFERENCES] self.section = Column(designation=design_dictionary[KEY_SECSIZE], - material_grade=design_dictionary[KEY_SEC_MATERIAL]) + material_grade=design_dictionary[KEY_SEC_MATERIAL]) self.flange_weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) @@ -705,18 +802,17 @@ def set_input_values(self, design_dictionary): # self.flange_check_thk = [] # self.web_check_thk = [] self.member_capacity_status = False - self.initial_pt_thk_status= False - self.web_plate_weld_status= False - self.flange_plate_weld_status= False - self.flange_plate_capacity_axial_status= False - self.recheck_flange_capacity_axial_status= False - self.web_plate_capacity_axial_status= False - self.web_plate_capacity_shear_status= False - self.shear_yielding_status =False + self.initial_pt_thk_status = False + self.web_plate_weld_status = False + self.flange_plate_weld_status = False + self.flange_plate_capacity_axial_status = False + self.recheck_flange_capacity_axial_status = False + self.web_plate_capacity_axial_status = False + self.web_plate_capacity_shear_status = False + self.shear_yielding_status = False self.cap_blockcheck_web_axial_status = False - self.warn_text(self) - self.member_capacity(self) - + self.warn_text() + self.member_capacity() # self.hard_values(self) @@ -727,14 +823,14 @@ def hard_values(self): # load self.load.axial_force = 740.181 # KN - self.load.shear_force = 345.886 # KN - self.load.moment = 52.745157 # KNM + self.load.shear_force = 345.886 # KN + self.load.moment = 52.745157 # KNM self.section.fy = 230 self.section.fu = 410 # Flange Weld self.flange_weld.size = 10 # mm - self.flangespace = 15 #mm - self.flange_weld.length =500 + self.flangespace = 15 # mm + self.flange_weld.length = 500 self.flange_weld.height = 200 # Flange plate self.flange_plate.thickness_provided = 12 @@ -743,7 +839,7 @@ def hard_values(self): # Web Weld self.web_weld.size = 9 # mm self.webspace = 15 # mm - self.web_weld.length =730 + self.web_weld.length = 730 self.web_weld.height = 340 # Web plate self.web_plate.thickness_provided = 12 @@ -776,11 +872,13 @@ def member_capacity(self): length = self.section.depth else: length = self.section.depth - ( - 2 * self.section.flange_thickness) # -(2*self.supported_section.root_radius) + # -(2*self.supported_section.root_radius) + 2 * self.section.flange_thickness) gamma_m0 = 1.1 ############################# Axial Capacity N ############################ - self.axial_capacity = round((self.section.area * self.section.fy) / gamma_m0, 2) # N + self.axial_capacity = round( + (self.section.area * self.section.fy) / gamma_m0, 2) # N self.axial_load_sec_class = round( max(min(self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N @@ -790,8 +888,8 @@ def member_capacity(self): # TODO: Review by anjali. limit shear capacity to 0.6 times self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.section.fy * 0.6) / ( - math.sqrt(3) * gamma_m0), - 2) # N # A_v: Total cross sectional area in shear in mm^2 (float) + math.sqrt(3) * gamma_m0), + 2) # N # A_v: Total cross sectional area in shear in mm^2 (float) # TODO: check with sourabh if minimum shear load is min(0.15Vd,40kN) self.shear_load1 = min(0.15 * self.shear_capacity1 / 0.6, 40000.0) # N # print('shear_force', self.load.shear_force) @@ -799,9 +897,11 @@ def member_capacity(self): # ############################################################# # TODO: to be reviewed by anjali. web section modulus is renamed as Z_wp,Z_we instead of Z_p,Z_e self.Z_wp = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) # mm3 + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 4), 2) self.Z_we = round(((self.section.web_thickness * ( - self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) # mm3 + # mm3 + self.section.depth - 2 * (self.section.flange_thickness)) ** 2) / 6), 2) # TODO: To be reviewed by anjali. section modulus is saved in Z_p,Z_e self.Z_p = self.section.plast_sec_mod_z @@ -833,7 +933,8 @@ def member_capacity(self): else: pass - self.class_of_section = int(max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) + self.class_of_section = int( + max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) # TODO:Review by anjali. initally Z_w = Z_p and Z_e now changed to Z_wp and Z_we if self.class_of_section == 1 or self.class_of_section == 2: self.Z_w = self.Z_wp @@ -849,35 +950,44 @@ def member_capacity(self): self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, fy=self.section.fy) # N-mm # for section - self.section.moment_d_deformation_criteria(fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) + self.section.moment_d_deformation_criteria( + fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) self.Pmc = self.section.plastic_moment_capactiy # N-mm self.Mdc = self.section.moment_d_def_criteria # N-mm self.section.moment_capacity = round( - min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) # N-mm + # N-mm + min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) ############################################################################### # Interaction Ratio ############################################################################## - self.IR_axial = round(self.load.axial_force * 1000 / self.axial_capacity, 4) - self.IR_shear = round(self.load.shear_force * 1000 / self.shear_capacity1, 4) - self.IR_moment = round(self.load.moment * 1000000 / self.section.moment_capacity, 4) + self.IR_axial = round(self.load.axial_force * + 1000 / self.axial_capacity, 4) + self.IR_shear = round(self.load.shear_force * + 1000 / self.shear_capacity1, 4) + self.IR_moment = round( + self.load.moment * 1000000 / self.section.moment_capacity, 4) self.sum_IR = round(self.IR_axial + self.IR_moment, 4) if self.IR_axial < 0.3 and self.IR_moment < 0.5: self.min_axial_load = 0.3 * self.axial_capacity self.load_moment_min = 0.5 * self.section.moment_capacity - logger.warning( "The defined factored load(s) are less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The load values have been set as per the minimum recommendations of Cl.10.7, IS 800:2007") - + self.logger.warning( + "The defined factored load(s) are less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info( + "The load values have been set as per the minimum recommendations of Cl.10.7, IS 800:2007") elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: if (0.3 - self.IR_axial) < (1 - self.sum_IR): self.min_axial_load = 0.3 * self.axial_capacity else: - self.min_axial_load = self.load.axial_force * 1000 + ((1 - self.sum_IR) * self.axial_capacity) + self.min_axial_load = self.load.axial_force * \ + 1000 + ((1 - self.sum_IR) * self.axial_capacity) self.load_moment_min = self.load.moment * 1000000 - logger.warning("The defined factored Axial Force is less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The value of Axial Force is set at {} kN".format(round(self.min_axial_load / 1000, 2))) + self.logger.warning( + "The defined factored Axial Force is less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info("The value of Axial Force is set at {} kN".format( + round(self.min_axial_load / 1000, 2))) elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: @@ -885,10 +995,12 @@ def member_capacity(self): self.load_moment_min = 0.5 * self.section.moment_capacity else: self.load_moment_min = self.load.moment * 1000000 + ( - (1 - self.sum_IR) * self.section.moment_capacity) + (1 - self.sum_IR) * self.section.moment_capacity) self.min_axial_load = self.load.axial_force * 1000 - logger.warning("The defined factored Bending Moment is less than the minimum recommended value [Cl.10.7, IS 800:2007]") - logger.info("The value of Bending Moment is set at {} kNm".format(round(self.load_moment_min / 1000000, 2))) + self.logger.warning( + "The defined factored Bending Moment is less than the minimum recommended value [Cl.10.7, IS 800:2007]") + self.logger.info("The value of Bending Moment is set at {} kNm".format( + round(self.load_moment_min / 1000000, 2))) else: self.min_axial_load = self.load.axial_force * 1000 self.load_moment_min = self.load.moment * 1000000 @@ -898,16 +1010,19 @@ def member_capacity(self): Load Considered """ ################# - self.load_moment = round(max(self.load_moment_min, self.load.moment * 1000000), 2) # N - self.factored_axial_load = round(max(self.load.axial_force * 1000, self.min_axial_load), 2) # N - self.fact_shear_load = round(max(self.shear_load1, self.load.shear_force * 1000), 2) # N + self.load_moment = round( + max(self.load_moment_min, self.load.moment * 1000000), 2) # N + self.factored_axial_load = round( + max(self.load.axial_force * 1000, self.min_axial_load), 2) # N + self.fact_shear_load = round( + max(self.shear_load1, self.load.shear_force * 1000), 2) # N self.moment_web = round((self.Z_w * self.load_moment / (self.section.plast_sec_mod_z)), 2) # Nm todo add in ddcl # z_w of web & z_p of section self.moment_flange = round(((self.load_moment) - self.moment_web), 2) self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) # N + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) # N self.axial_force_f = self.factored_axial_load * self.section.flange_width * self.section.flange_thickness / ( self.section.area) # N self.flange_force = (((self.moment_flange) / (self.section.depth - self.section.flange_thickness)) + ( @@ -915,34 +1030,35 @@ def member_capacity(self): ########################################################### if self.factored_axial_load > self.axial_capacity: - logger.warning(' : The factored Axial Force exceeds the axial capacity of the column section, {} kN.'.format( + self.logger.warning(' : The factored Axial Force exceeds the axial capacity of the column section, {} kN.'.format( round(self.axial_capacity / 1000, 2))) - logger.error(" : Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") self.member_capacity_status = False else: if self.fact_shear_load > self.shear_capacity1: - logger.warning(' : The factored Shear Force exceeds the (0.6 times) the shear capacity of the column section, {} kN.'.format( + self.logger.warning(' : The factored Shear Force exceeds the (0.6 times) the shear capacity of the column section, {} kN.'.format( round(self.shear_capacity1 / 1000, 2))) - logger.error(" : Design of the section subjected to high shear case is not recommended by Osdag. Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error( + " : Design of the section subjected to high shear case is not recommended by Osdag. Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") self.member_capacity_status = False else: if self.load_moment > self.section.moment_capacity: self.member_capacity_status = False - logger.warning(' : The factored Bending Moment exceeds the moment capacity of the section, {} kNm.'.format( + self.logger.warning(' : The factored Bending Moment exceeds the moment capacity of the section, {} kNm.'.format( round(self.section.moment_capacity / 1000000), 2)) - logger.error(" : Design is UNSAFE \n ") - logger.info(" :=========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" :=========End of Design===========") else: self.member_capacity_status = True - self.initial_pt_thk(self) + self.initial_pt_thk() def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): ############################### WEB MENBER CAPACITY CHECK ############################ - ###### # capacity Check for web in axial = yielding + # capacity Check for web in axial = yielding if (previous_thk_flange) == None: pass @@ -963,7 +1079,8 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): self.initial_pt_thk_status = False self.initial_pt_thk_status_web = False - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_web, fy=self.section.fy) if self.section.tension_yielding_capacity_web > self.axial_force_w: @@ -982,14 +1099,14 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): self.flange_plate_thickness_possible = [i for i in self.flange_plate.thickness if i >= (self.section.flange_thickness / 2)] if len(self.flange_plate_thickness_possible) == 0: - logger.warning(" : The thickness of the Flange Plate is less than the flange thickness") - logger.info( + self.logger.warning( + " : The thickness of the Flange Plate is less than the flange thickness") + self.logger.info( " : The Flange Plate should be thicker than the flange of the section, {} mm.".format(self.section.flange_thickness)) self.initial_pt_thk_status = False self.design_status = False else: - self.flange_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.flange_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.flange_plate_thickness_possible, t_w=self.section.web_thickness, @@ -1002,18 +1119,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.flange_plate.thickness_provided != 0: if self.preference == "Outside": if self.outerwidth < 50: - logger.error(" : Outer height of the Flange Plate is less than 50 mm") - logger.info(" : Select a wider section") + self.logger.error( + " : Outer height of the Flange Plate is less than 50 mm") + self.logger.info(" : Select a wider section") self.initial_pt_thk_status = False self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.warning(" : Area of the Flange Plate is less than the area of the flange") - logger.info( + self.logger.warning( + " : Area of the Flange Plate is less than the area of the flange") + self.logger.info( " : Area of the Flange Plate should be greater than 1.05 times the area of the flange, {} mm2".format( - round(self.Ap,2))) - logger.info(" : Increase the thickness of the Flange Plate") + round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the Flange Plate") self.initial_pt_thk_status = False self.design_status = False else: @@ -1021,17 +1141,20 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): pass else: if self.outerwidth < 50 or self.innerwidth < 50: - logger.warning(" : Height of the Flange Plate is less than 50 mm") - logger.info(" : Select a wider section") + self.logger.warning( + " : Height of the Flange Plate is less than 50 mm") + self.logger.info(" : Select a wider section") self.initial_pt_thk_status = False self.design_status = False else: if self.flange_plate_crs_sec_area < (self.flange_crs_sec_area * 1.05): - logger.warning(" : Area of the Flange Plate is less than the area of the flange") - logger.info( + self.logger.warning( + " : Area of the Flange Plate is less than the area of the flange") + self.logger.info( " : Area of the Flange Plate should be greater than 1.05 times the area of flange, {} mm2.".format( - round(self.Ap,2))) - logger.info(" : Increase the thickness of the Flange Plates") + round(self.Ap, 2))) + self.logger.info( + " : Increase the thickness of the Flange Plates") self.initial_pt_thk_status = False self.design_status = False else: @@ -1040,20 +1163,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): else: self.initial_pt_thk_status = False self.design_status = False - logger.error(" : Provided Flange Plate thickness is insufficient") + self.logger.error( + " : Provided Flange Plate thickness is insufficient") self.initial_pt_thk_status_web = False # self.webheight_status = False if len(self.web_plate_thickness_possible) == 0: - logger.warning(" : The Web Plate thickness is less than the web thickness of the section") - logger.info( + self.logger.warning( + " : The Web Plate thickness is less than the web thickness of the section") + self.logger.info( " : The Web Plate should be thicker than the web of the section, {} mm".format(self.section.web_thickness)) self.initial_pt_thk_status_web = False self.design_status = False else: - self.web_plate.thickness_provided = self.min_thick_based_on_area(self, - tk=self.section.flange_thickness, + self.web_plate.thickness_provided = self.min_thick_based_on_area(tk=self.section.flange_thickness, width=self.section.flange_width, list_of_pt_tk=self.web_plate_thickness_possible, t_w=self.section.web_thickness, @@ -1069,19 +1193,22 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Cannot perform Web Plate design") - logger.warning( + self.logger.error( + " : Cannot perform Web Plate design") + self.logger.warning( " : Web Plate height ({} mm) is less than the min depth of the plate ({} mm)".format( self.webplatewidth, self.min_web_plate_height)) - logger.warning("Try a deeper section") + self.logger.warning("Try a deeper section") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.warning(" : Area of the Web Plate is less than the area of the web") - logger.info( + self.logger.warning( + " : Area of the Web Plate is less than the area of the web") + self.logger.info( " : Area of the Web Plate should be greater by 1.05 times the area of web, {} mm2".format( - round(self.Wp,2))) - logger.info(" : Increase the thickness of the Web Plate") + round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the Web Plate") self.initial_pt_thk_status_web = False self.design_status = False else: @@ -1092,18 +1219,21 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.webplatewidth < self.min_web_plate_height: self.webheight_status = False self.design_status = False - logger.error(" : Cannot design the Inner Plate") - logger.info( + self.logger.error( + " : Cannot design the Inner Plate") + self.logger.info( " : Decrease the thickness of the inner flange plate and/or try a wider/deeper section") else: self.webheight_status = True if self.web_plate_crs_sec_area < (self.web_crs_area * 1.05): - logger.warning(" : Area of the Web Plate is less than the area of the web") - logger.info( + self.logger.warning( + " : Area of the Web Plate is less than the area of the web") + self.logger.info( " : Area of the Web Plate should be greater by 1.05 times the area of the web, {} mm2".format( - round(self.Wp,2))) - logger.info(" : Increase the thickness of the web plate") + round(self.Wp, 2))) + self.logger.info( + " : Increase the thickness of the web plate") self.initial_pt_thk_status_web = False self.design_status = False else: @@ -1112,7 +1242,8 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): pass else: self.initial_pt_thk_status_web = False - logger.error(" : Provided Flange Plate thickness is insufficient") + self.logger.error( + " : Provided Flange Plate thickness is insufficient") if len(self.flange_plate_thickness_possible) == 0: if len(self.flange_plate.thickness) >= 2: @@ -1132,29 +1263,31 @@ def initial_pt_thk(self, previous_thk_flange=None, previous_thk_web=None): if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.webheight_status == True: self.design_status = True - self.web_plate_weld(self) + self.web_plate_weld() else: self.initial_pt_thk_status = False and self.initial_pt_thk_status_web == False and self.webheight_status == False self.design_status = False - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.initial_pt_thk_status = False self.design_status = False - logger.warning(" : The tension capacity of the flange is less than the required flange force, {} kN.".format(round( + self.logger.warning(" : The tension capacity of the flange is less than the required flange force, {} kN.".format(round( self.flange_force / 1000, 2))) - logger.info(" : Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + " : Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.initial_pt_thk_status_web = False self.design_status = False - logger.warning(" : The tension capacity of the web is less than the required axial force, {} kN.".format( round( + self.logger.warning(" : The tension capacity of the web is less than the required axial force, {} kN.".format(round( self.axial_force_w / 1000, 2))) - logger.info(" : Select a larger column section and/or decrease the applied axial force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + " : Select a larger column section and/or decrease the applied axial force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def web_plate_weld(self): """ @@ -1165,7 +1298,8 @@ def web_plate_weld(self): """ self.web_plate_weld_status = False - self.min_web_platethk = min(self.web_plate.thickness_provided, self.section.web_thickness) + self.min_web_platethk = min( + self.web_plate.thickness_provided, self.section.web_thickness) self.web_weld.size = int(round_down(self.min_web_platethk - 1.5)) if self.web_weld.size > self.min_web_platethk: self.web_weld.size = self.min_web_platethk @@ -1185,20 +1319,25 @@ def web_plate_weld(self): t_weld=self.web_weld.size, weld_angle=90) # in N/mm self.web_plate.height = round_down((self.section.depth - (2 * self.section.flange_thickness) - (2 * self.section.root_radius) - (2 * self.webspace)), 5) - self.available_long_web_length = round_up((self.section.flange_width / 2) - (self.flange_plate.gap / 2), 5) + self.available_long_web_length = round_up( + (self.section.flange_width / 2) - (self.flange_plate.gap / 2), 5) # self.available_long_web_length = round_up((self.web_plate.height/2) - (2*self.web_weld.size)- (self.flange_plate.gap/2) , 5) self.web_weld.strength_red = round(self.web_weld.strength, 2) # self.available_long_web_length = round_up((self.web_plate.height/2) - (2*self.web_weld.size)- (self.flange_plate.gap/2) , 5) self.web_plate_weld_status = False while self.web_plate_weld_status == False: - self.weld_stress(self, d=self.available_long_web_length, - b=(self.web_plate.height - (2 * self.web_weld.size)), + self.weld_stress(d=self.available_long_web_length, + b=(self.web_plate.height - + (2 * self.web_weld.size)), shear_force=self.fact_shear_load, moment_web=self.moment_web, - plate_height=(self.web_plate.height - (2 * self.web_weld.size)), + plate_height=(self.web_plate.height - + (2 * self.web_weld.size)), weld_size=self.web_weld.size, axial_force_w=self.axial_force_w) - self.web_plate.length = 2 * (self.available_long_web_length + (2 * self.web_weld.size)) + self.web_plate.gap + self.web_plate.length = 2 * \ + (self.available_long_web_length + + (2 * self.web_weld.size)) + self.web_plate.gap self.Reduction_factor_web = 1 if self.web_plate.length >= 150 * self.web_weld.throat_tk: self.Reduction_factor_web = round(IS800_2007.cl_10_5_7_3_weld_long_joint(l_j=self.web_plate.length, @@ -1225,16 +1364,18 @@ def web_plate_weld(self): 2 * (self.available_long_web_length + (2 * self.web_weld.size)) + self.web_plate.gap, 5) self.web_plate.height = round_down((self.section.depth - (2 * self.section.flange_thickness) - (2 * self.section.root_radius) - (2 * self.webspace)), 5) - self.web_weld.height = round_down((self.web_plate.height - (2 * self.web_weld.size)), 5) + self.web_weld.height = round_down( + (self.web_plate.height - (2 * self.web_weld.size)), 5) self.l_req_weblength = round_up(self.l_req_weblength, 5) self.web_weld.strength = round(self.web_weld.strength, 2) self.web_weld.strength_red = round(self.web_weld.strength_red, 2) - self.flange_plate_weld(self) + self.flange_plate_weld() else: - logger.warning(" : The weld strength of the web plate is less than the required weld stress") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + " : The weld strength of the web plate is less than the required weld stress") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") def flange_plate_weld(self): """ @@ -1245,7 +1386,8 @@ def flange_plate_weld(self): """ self.flange_plate_weld_status = False - self.min_flange_platethk = min(self.flange_plate.thickness_provided, self.section.flange_thickness) + self.min_flange_platethk = min( + self.flange_plate.thickness_provided, self.section.flange_thickness) self.flange_weld.size = int(round_down(self.min_flange_platethk - 1.5)) if self.flange_weld.size < 3: @@ -1264,21 +1406,26 @@ def flange_plate_weld(self): self.axial_force_f)) self.flange_weld.get_weld_strength( - connecting_fu=[self.flange_weld.fu, self.section.fu, self.flange_plate.fu], + connecting_fu=[self.flange_weld.fu, + self.section.fu, self.flange_plate.fu], weld_fabrication=KEY_DP_FAB_SHOP, t_weld=self.flange_weld.size, weld_angle=90) - ########### ONLY OUTSIDE ##################################################3 + # ONLY OUTSIDE ##################################################3 if self.preference == "Outside": - self.Required_weld_flange_length = round(self.flange_force / self.flange_weld.strength, 2) + self.Required_weld_flange_length = round( + self.flange_force / self.flange_weld.strength, 2) self.Required_weld_flange_length_round = round_up(self.flange_force / self.flange_weld.strength, 5) # c shape half of the splice plate - self.flange_plate.height = (self.section.flange_width - (2 * self.flangespace)) # width of the flange plate + # width of the flange plate + self.flange_plate.height = ( + self.section.flange_width - (2 * self.flangespace)) h_weld = self.flange_plate.height - (2 * self.flange_weld.size) self.available_long_flange_length = round_up(int((self.Required_weld_flange_length_round - h_weld) / 2), 5, - (self.section.flange_width)) # half of the one side of the flange plate + # half of the one side of the flange plate + (self.section.flange_width)) self.l_req_flangelength = ((2 * self.available_long_flange_length) + self.flange_plate.height - (2 * self.flange_weld.size)) @@ -1294,7 +1441,8 @@ def flange_plate_weld(self): self.Reduction_factor_flange = round( IS800_2007.cl_10_5_7_3_weld_long_joint(l_j=self.flange_plate.length, t_t=self.flange_weld.throat_tk), 2) - self.flange_weld.strength_red = self.flange_weld.strength * self.Reduction_factor_flange + self.flange_weld.strength_red = self.flange_weld.strength * \ + self.Reduction_factor_flange self.flange_weld.stress = self.flange_force / self.l_req_flangelength if self.flange_weld.strength_red > self.flange_weld.stress: break @@ -1302,61 +1450,74 @@ def flange_plate_weld(self): self.available_long_flange_length = self.available_long_flange_length + 50 self.l_req_flangelength = round_up( ((2 * self.available_long_flange_length) + self.flange_plate.height - ( - 2 * self.flange_weld.size)), 2) + 2 * self.flange_weld.size)), 2) self.flange_plate.length = 2 * ( - self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap + self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap # self.flange_weld.strength_red = round(self.flange_weld.strength,2) if self.flange_weld.strength_red > self.flange_weld.stress: self.flange_plate_weld_status = True - self.flange_weld.length = round_up(self.available_long_flange_length, 5) + self.flange_weld.length = round_up( + self.available_long_flange_length, 5) print("self.flange_weld.length", self.flange_weld.length) self.flange_plate.length = (2 * (self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap) - self.flange_plate.height = round_down((self.section.flange_width - (2 * self.flangespace)), 5) - self.flange_weld.height = (self.flange_plate.height - (2 * self.flange_weld.size)) + self.flange_plate.height = round_down( + (self.section.flange_width - (2 * self.flangespace)), 5) + self.flange_weld.height = ( + self.flange_plate.height - (2 * self.flange_weld.size)) self.l_req_flangelength = round_up(((2 * self.available_long_flange_length) + self.flange_plate.height - (2 * self.flange_weld.size)), 5) self.flange_weld.strength = round(self.flange_weld.strength, 2) self.flange_weld.stress = round(self.flange_weld.stress, 2) - self.flange_weld.strength_red = round(self.flange_weld.strength_red, 2) - self.flange_plate_capacity_axial(self) + self.flange_weld.strength_red = round( + self.flange_weld.strength_red, 2) + self.flange_plate_capacity_axial() else: self.flange_plate_weld_status = False self.design_status = False - logger.warning(" : The weld strength of the web plate is less than the required weld stress") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + " : The weld strength of the web plate is less than the required weld stress") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: ################ OUTSIDE + INSIDE ############################### - self.Required_weld_flange_length = round(self.flange_force / self.flange_weld.strength, 2) + self.Required_weld_flange_length = round( + self.flange_force / self.flange_weld.strength, 2) self.total_height_of_inner_plate = ( - self.section.flange_width - (4 * self.flangespace) - self.section.web_thickness - ( - 2 * self.section.root_radius)) # total width of the inner flange plate + self.section.flange_width - (4 * self.flangespace) - self.section.web_thickness - ( + 2 * self.section.root_radius)) # total width of the inner flange plate if self.total_height_of_inner_plate > 0: - self.flange_plate.Innerheight = (self.total_height_of_inner_plate / 2) + self.flange_plate.Innerheight = ( + self.total_height_of_inner_plate / 2) if self.flange_plate.Innerheight < 50: self.flange_plate_weld_status = False self.design_status = False - logger.warning(" : Cannot design with the Inner Plate") - logger.info(": Select 'Outside' in the preference menu and re-design") + self.logger.warning( + " : Cannot design with the Inner Plate") + self.logger.info( + ": Select 'Outside' in the preference menu and re-design") else: pass else: self.flange_plate_weld_status = False self.design_status = False - self.flange_plate.height = (self.section.flange_width - (2 * self.flangespace)) - self.Area_flange_plates = ((2 * self.flange_plate.Innerheight) + self.flange_plate.height) * self.flange_plate.thickness_provided - self.Outside_plate_area = self.flange_plate.height * self.flange_plate.thickness_provided + self.flange_plate.height = ( + self.section.flange_width - (2 * self.flangespace)) + self.Area_flange_plates = ((2 * self.flange_plate.Innerheight) + + self.flange_plate.height) * self.flange_plate.thickness_provided + self.Outside_plate_area = self.flange_plate.height * \ + self.flange_plate.thickness_provided self.Area_ratio = self.Outside_plate_area / self.Area_flange_plates - self.weld_eff_length_outer = round_up(self.Required_weld_flange_length * self.Area_ratio, 5) - + self.weld_eff_length_outer = round_up( + self.Required_weld_flange_length * self.Area_ratio, 5) h_weld = self.flange_plate.height - (2 * self.flange_weld.size) self.available_long_flange_length = round_up(int((self.weld_eff_length_outer - h_weld) / 2), 5, - (self.section.flange_width)) # half of the one side of the flange plate + # half of the one side of the flange plate + (self.section.flange_width)) self.flange_plate.length = (2 * (self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap) @@ -1372,13 +1533,15 @@ def flange_plate_weld(self): self.Reduction_factor_flange = round( IS800_2007.cl_10_5_7_3_weld_long_joint(l_j=self.flange_plate.length, t_t=self.flange_weld.throat_tk), 2) - self.flange_weld.strength_red = self.flange_weld.strength * self.Reduction_factor_flange + self.flange_weld.strength_red = self.flange_weld.strength * \ + self.Reduction_factor_flange if self.flange_weld.strength_red > self.flange_weld.stress: break else: self.available_long_flange_length = self.available_long_flange_length + 50 self.l_req_flangelength = round_up( - (6 * self.available_long_flange_length) + self.flange_plate.height \ + (6 * self.available_long_flange_length) + + self.flange_plate.height + (2 * self.flange_plate.Innerheight) - (6 * self.flange_weld.size), 2) self.flange_plate.length = (2 * (self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap) @@ -1386,20 +1549,26 @@ def flange_plate_weld(self): if self.flange_weld.strength_red > self.flange_weld.stress: self.flange_plate_weld_status = True # Outer Plate Details - self.flange_weld.length = round_up((self.available_long_flange_length), 5) + self.flange_weld.length = round_up( + (self.available_long_flange_length), 5) self.flange_plate.length = (2 * (self.available_long_flange_length + (2 * self.flange_weld.size)) + self.flange_plate.gap) - self.flange_plate.height = round_down((self.section.flange_width - (2 * self.flangespace)), 5) - self.flange_weld.height = round_down((self.flange_plate.height - (2 * self.flange_weld.size)), 5) + self.flange_plate.height = round_down( + (self.section.flange_width - (2 * self.flangespace)), 5) + self.flange_weld.height = round_down( + (self.flange_plate.height - (2 * self.flange_weld.size)), 5) self.l_req_flangelength = round_up(((6 * self.available_long_flange_length) + self.flange_plate.height + 2 * self.flange_plate.Innerheight - (6 * self.flange_weld.size)), 5) # Inner Plate Details self.flange_weld.inner_length = self.flange_weld.length self.available_long_flange_length = self.available_long_flange_length self.flange_plate.Innerlength = self.flange_plate.length - self.flange_plate.Innerheight = round_down(self.flange_plate.Innerheight, 5) - self.flange_weld.inner_height = (self.flange_plate.Innerheight - 2 * self.flange_weld.size) - self.flange_weld.strength_red = round(self.flange_weld.strength_red, 2) + self.flange_plate.Innerheight = round_down( + self.flange_plate.Innerheight, 5) + self.flange_weld.inner_height = ( + self.flange_plate.Innerheight - 2 * self.flange_weld.size) + self.flange_weld.strength_red = round( + self.flange_weld.strength_red, 2) self.flange_weld.strength = round(self.flange_weld.strength, 2) self.flange_weld.stress = round(self.flange_weld.stress, 2) @@ -1407,26 +1576,29 @@ def flange_plate_weld(self): self.section.root_radius + self.webspace - 5) and self.web_plate.thickness_provided > ( self.section.root_radius + self.flangespace - 5): self.design_status = False - logger.warning(" : Maximum web plate thickness exceeded") - # logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates".format( + self.logger.warning( + " : Maximum web plate thickness exceeded") + # self.logger.warning(" : Maximum possible web plate thickness should not be greater than {} mm, to avoid fouling between plates".format( # self.max_possible_tk)) - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") self.flange_plate_weld_status = False else: self.flange_plate_weld_status = True self.design_status = True - self.flange_plate_capacity_axial(self) + self.flange_plate_capacity_axial() else: self.flange_plate_weld_status = False self.design_status = False - logger.warning(" : The weld strength of the web plate is less than the required weld stress") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning( + " : The weld strength of the web plate is less than the required weld stress") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") - def flange_plate_capacity_axial(self): # flange plate capacity check in axial + # flange plate capacity check in axial + def flange_plate_capacity_axial(self): self.flange_plate_capacity_axial_status = False if self.preference == "Outside": A_v_flange = self.flange_plate.thickness_provided * self.flange_plate.height @@ -1440,23 +1612,25 @@ def flange_plate_capacity_axial(self): # flange plate capacity check in axial if self.flange_plate.tension_capacity_flange_plate < self.flange_force: if len(self.flange_plate.thickness) >= 2: thk = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange= thk) + self.initial_pt_thk(previous_thk_flange=thk) else: self.flange_plate_capacity_axial_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange is less than the required flange force, {} kN.".format( round(self.flange_force * 1e-3, 2))) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.flange_plate_capacity_axial_status = True - self.recheck_flange_capacity_axial(self) + self.recheck_flange_capacity_axial() else: # yielding,rupture for Oustide + Inside flange plate - A_v_flange = ((2 * self.flange_plate.Innerheight) + self.flange_plate.height) * self.flange_plate.thickness_provided + A_v_flange = ((2 * self.flange_plate.Innerheight) + + self.flange_plate.height) * self.flange_plate.thickness_provided self.flange_plate.tension_yielding_capacity = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_flange, @@ -1471,19 +1645,20 @@ def flange_plate_capacity_axial(self): # flange plate capacity check in axial if self.flange_plate.tension_capacity_flange_plate < self.flange_force: if len(self.flange_plate.thickness) >= 2: thk = self.flange_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_flange=thk) + self.initial_pt_thk(previous_thk_flange=thk) else: self.flange_plate_capacity_axial_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange plate is less than the required flange force, {} kN.".format( round(self.flange_force / 1000, 2))) - logger.info(": Increase the thickness of the flange plate and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the flange plate and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.flange_plate_capacity_axial_status = True - self.recheck_flange_capacity_axial(self) + self.recheck_flange_capacity_axial() def recheck_flange_capacity_axial(self): self.recheck_flange_capacity_axial_status = False @@ -1499,15 +1674,16 @@ def recheck_flange_capacity_axial(self): if self.section.tension_capacity_flange < self.flange_force: self.recheck_flange_capacity_axial_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the flange plate is less than the required flange force, {} kN.".format( round(self.flange_force / 1000, 2))) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.recheck_flange_capacity_axial_status = True - self.web_plate_capacity_axial(self) + self.web_plate_capacity_axial() def web_plate_capacity_axial(self): self.web_plate_capacity_axial_status = False @@ -1521,40 +1697,42 @@ def web_plate_capacity_axial(self): if self.web_plate.tension_capacity_web_plate < self.axial_force_w: if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web=thk ) + self.initial_pt_thk(previous_thk_web=thk) else: self.web_plate_capacity_axial_status = False self.design_status = False - logger.warning( - ": The tension capacity of the web plate is less than the required Axial Force, {} kN".format( round( + self.logger.warning( + ": The tension capacity of the web plate is less than the required Axial Force, {} kN".format(round( self.axial_force_w / 1000, 2))) - logger.info(": Increase the thickness of the web plate and/or decrease the applied Axial Force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the web plate and/or decrease the applied Axial Force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.web_plate_capacity_axial_status = True - self.web_plate_capacity_shear(self) + self.web_plate_capacity_shear() def web_plate_capacity_shear(self): self.web_plate_capacity_shear_status = False self.shear_yielding_status = False A_v_web = 2 * self.web_plate.height * self.web_plate.thickness_provided self.web_plate.shear_yielding_capacity = round(0.6*self.shear_yielding( - A_v=A_v_web, fy=self.web_plate.fy),2) - if self.web_plate.shear_yielding_capacity < self.fact_shear_load: + A_v=A_v_web, fy=self.web_plate.fy), 2) + if self.web_plate.shear_yielding_capacity < self.fact_shear_load: if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web= thk ) + self.initial_pt_thk(previous_thk_web=thk) else: self.shear_yielding_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The allowable shear capacity of the web plate is less than the required Shear Force, {} kN".format( round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate and/or decrease the applied Shear Force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the web plate and/or decrease the applied Shear Force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.design_status = True self.shear_yielding_status = True @@ -1566,26 +1744,28 @@ def web_plate_capacity_shear(self): if self.web_plate.shear_capacity_web_plate < self.fact_shear_load: if len(self.web_plate.thickness) >= 2: thk = self.web_plate.thickness_provided - self.initial_pt_thk(self, previous_thk_web= thk ) + self.initial_pt_thk(previous_thk_web=thk) else: self.web_plate_capacity_shear_status = False self.design_status = False - logger.warning( + self.logger.warning( ": The allowable shear capacity of the web plate is less than the required Shear Force, {} kN".format( round(self.fact_shear_load / 1000, 2))) - logger.info(": Increase the thickness of the web plate and/or decrease the applied Shear Force") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Increase the thickness of the web plate and/or decrease the applied Shear Force") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.web_plate_capacity_shear_status = True - self.cap_blockcheck_web_axial(self) + self.cap_blockcheck_web_axial() def cap_blockcheck_web_axial(self): self.axial_force_w = ((self.section.depth - ( - 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( - self.section.area) - A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness + 2 * self.section.flange_thickness)) * self.section.web_thickness * self.factored_axial_load) / ( + self.section.area) + A_v_web = (self.section.depth - 2 * + self.section.flange_thickness) * self.section.web_thickness self.section.tension_yielding_capacity_web = self.tension_member_design_due_to_yielding_of_gross_section( A_v=A_v_web, fy=self.section.fy) self.section.tension_rupture_capacity_web = self.tension_member_design_due_to_rupture_of_critical_section( @@ -1595,8 +1775,10 @@ def cap_blockcheck_web_axial(self): # for self.web_plate.thickness_provided in available_web_thickness: design_status_block_shear = False while design_status_block_shear == False: - Avg = 2 * (self.available_long_web_length) * self.section.web_thickness - Avn = 2 * (self.available_long_web_length) * self.section.web_thickness + Avg = 2 * (self.available_long_web_length) * \ + self.section.web_thickness + Avn = 2 * (self.available_long_web_length) * \ + self.section.web_thickness Atg = self.web_plate.height * self.section.web_thickness Atn = self.web_plate.height * self.section.web_thickness self.section.block_shear_capacity_web = self.block_shear_strength_section(A_vg=Avg, A_vn=Avn, @@ -1617,21 +1799,24 @@ def cap_blockcheck_web_axial(self): self.section.block_shear_capacity_web), 2) if self.section.tension_capacity_web < self.axial_force_w: self.design_status = False - logger.warning( + self.logger.warning( ": The tension capacity of the web is less than the required Axial Force, {} kN".format(round(self.axial_force_w * 1e-3, 2))) - logger.info(": Select a larger column section and/or decrease the applied load(s)") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.info( + ": Select a larger column section and/or decrease the applied load(s)") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") else: self.design_status = True - logger.info(" : Overall Column Cover Plate Welded member design is SAFE \n") - logger.info(" : =========End of Design===========") + self.logger.info( + " : Overall Column Cover Plate Welded member design is SAFE \n") + self.logger.info(" : =========End of Design===========") else: self.design_status = False - logger.warning(": The block shear capacity of the web is less than the required Axial Force, {} kN".format(round(self.axial_force_w * 1e-3, 2))) - logger.info(": Select a larger section") - logger.error(" : Design is UNSAFE \n ") - logger.info(" : =========End of Design===========") + self.logger.warning(": The block shear capacity of the web is less than the required Axial Force, {} kN".format( + round(self.axial_force_w * 1e-3, 2))) + self.logger.info(": Select a larger section") + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") if self.preference == "Outside": self.flange_out_plate_tk = self.flange_plate.thickness_provided self.flange_in_plate_tk = 0.0 @@ -1666,7 +1851,8 @@ def cap_blockcheck_web_axial(self): ################################ Extra Functions ##################################################################################### @staticmethod - def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): # for flange plate + # for flange plate + def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): """Calculate the block shear strength of bolted connections as per cl. 6.4.1 Args: A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) @@ -1685,8 +1871,10 @@ def block_shear_strength_plate(A_vg, A_vn, A_tg, A_tn, f_u, f_y): # for flange """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) Tdb = round(Tdb, 3) return Tdb @@ -1713,8 +1901,10 @@ def block_shear_strength_section(A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / \ + (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) Tdb = round(Tdb, 3) return Tdb @@ -1787,11 +1977,13 @@ def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, fac column_area, compression_element, section): column_d = D - (2 * column_f_t) epsilon = float(math.sqrt(250 / column_fy)) - axial_force_w = int(((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N + axial_force_w = int( + ((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N des_comp_stress_web = column_fy des_comp_stress_section = column_fy - avg_axial_comp_stress = axial_force_w / ((D - (2 * column_f_t)) * column_t_w) + avg_axial_comp_stress = axial_force_w / \ + ((D - (2 * column_f_t)) * column_t_w) r1 = avg_axial_comp_stress / des_comp_stress_web r2 = avg_axial_comp_stress / des_comp_stress_section a = column_b / column_f_t @@ -1884,7 +2076,6 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, preference=None, fp_thk=None): # area of flange plate should be greater than 1.05 times area of flange # 20 is the maximum spacing either side of the plate - """ Args: @@ -1911,7 +2102,7 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, if preference != None: if preference == "Outside": - self.outerwidth = round_down(width - (2 * 21),5) + self.outerwidth = round_down(width - (2 * 21), 5) if self.outerwidth < 50: thickness = y self.initial_pt_thk_status = False @@ -1928,15 +2119,17 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, thickness = y self.design_status = False elif preference == "Outside + Inside": - self.outerwidth = round_down(width - (2 * 21),5) - self.innerwidth = round_down((width - t_w - (2 * r_1) - (4 * 21)) / 2,2) + self.outerwidth = round_down(width - (2 * 21), 5) + self.innerwidth = round_down( + (width - t_w - (2 * r_1) - (4 * 21)) / 2, 2) if self.innerwidth < 50 and self.outerwidth < 50: thickness = y self.initial_pt_thk_status = False self.design_status = False else: - self.flange_plate_crs_sec_area = (self.outerwidth + (2 * self.innerwidth)) * y + self.flange_plate_crs_sec_area = ( + self.outerwidth + (2 * self.innerwidth)) * y if self.flange_plate_crs_sec_area >= self.Ap: thickness = y self.initial_pt_thk_status = True @@ -1948,7 +2141,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, else: self.web_crs_area = round(t_w * (D - (2 * tk)), 2) self.Wp = self.web_crs_area * 1.05 - self.webplatewidth = round(D - (2 * tk) - (2 * r_1) - (2 * 21), 2) + self.webplatewidth = round( + D - (2 * tk) - (2 * r_1) - (2 * 21), 2) self.min_web_plate_height = self.section.min_plate_height() self.webheight_status = False if self.webplatewidth < self.min_web_plate_height: @@ -1956,7 +2150,8 @@ def min_thick_based_on_area(self, tk, width, list_of_pt_tk, t_w, r_1, D, self.webheight_status = False self.design_status = False else: - self.web_plate_crs_sec_area = (2 * self.min_web_plate_height) * y + self.web_plate_crs_sec_area = ( + 2 * self.min_web_plate_height) * y if self.web_plate_crs_sec_area >= self.Wp: thickness = y @@ -1983,8 +2178,10 @@ def weld_stress(self, d, b, shear_force, moment_web, plate_height, weld_size, ax self.x_max = b / 2 # print("dfdbjfk", y_max, x_max) self.ecc = d - (d ** 2 / (2 * d + b)) - self.Ip_weld = ((8 * (d ** 3)) + (6 * d * (b ** 2)) + (b ** 3)) / 12 - ((d ** 4) / (2 * d + b)) # mm4 - self.weld_twist = (shear_force / 2 * self.ecc) + (moment_web / 2) # Nmm + self.Ip_weld = ((8 * (d ** 3)) + (6 * d * (b ** 2)) + + (b ** 3)) / 12 - ((d ** 4) / (2 * d + b)) # mm4 + self.weld_twist = (shear_force / 2 * self.ecc) + \ + (moment_web / 2) # Nmm # print("self.web_weld_length",self.web_weld_length ) self.l_req_weblength = (2 * d) + plate_height self.web_weld.get_weld_stress(weld_shear=shear_force / 2, weld_axial=axial_force_w / 2, @@ -2007,13 +2204,14 @@ def get_3d_components(self): return components def call_3DPlate(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Cover Plate': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Cover Plate", bgcolor) ########################################################################################################################## @@ -2156,14 +2354,15 @@ def save_design(self, popup_summary): KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.flange_plate.fu, KEY_DISP_YIELD_STRENGTH_REPORT: self.flange_plate.fy, KEY_DISP_MATERIAL: self.flange_plate.material, - KEY_DISP_FLANGESPLATE_THICKNESS: str(list(np.int_(self.flange_plate.thickness))), - KEY_DISP_WEBPLATE_THICKNESS: str(list(np.int_(self.web_plate.thickness))), + KEY_DISP_FLANGESPLATE_THICKNESS: str([int(d) for d in self.flange_plate.thickness]), + KEY_DISP_WEBPLATE_THICKNESS: str([int(d) for d in self.web_plate.thickness]), } self.report_check = [] flange_weld_conn_plates_fu = [self.section.fu, self.flange_plate.fu] - self.flange_weld_connecting_plates = [self.section.flange_thickness, self.flange_plate.thickness_provided] + self.flange_weld_connecting_plates = [ + self.section.flange_thickness, self.flange_plate.thickness_provided] self.flange_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size(self.section.flange_thickness, self.flange_plate.thickness_provided) self.gamma_mw_flange = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.flange_weld.fabrication] @@ -2182,53 +2381,61 @@ def save_design(self, popup_summary): self.Pmc = self.section.plastic_moment_capactiy self.Mdc = self.section.moment_d_def_criteria - t1 = ('SubSection', 'Member Capacity', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Member Capacity', + '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - t1 = (SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification(class_of_section=self.class_of_section), "") + t1 = (SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification( + class_of_section=self.class_of_section), "") self.report_check.append(t1) t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, display_prov(self.load.axial_force, "P_x"), cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, T_dg=round(self.axial_capacity / 1000, 2), multiple=None, - area=round(self.section.area, 2)),'') + area=round(self.section.area, 2)), '') self.report_check.append(t1) t1 = (KEY_OUT_DISP_SHEAR_CAPACITY, '', cl_8_4_shear_yielding_capacity_member(h=h, t=self.section.web_thickness, f_y=self.section.fy, gamma_m0=gamma_m0, V_dg=round( - self.shear_capacity1 / 1000 / 0.6, 2)), '') + self.shear_capacity1 / 1000 / 0.6, 2)), '') self.report_check.append(t1) initial_shear_capacity = round(self.shear_capacity1 / 1000 / 0.6, 2) reduced_shear_capacity = round(self.shear_capacity1 / 1000, 2) t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V_y"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), + allow_shear_capacity(initial_shear_capacity, + reduced_shear_capacity), get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) self.report_check.append(t1) t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), - Z_p=round(self.Z_p, 2), + Z_p=round( + self.Z_p, 2), f_y=self.section.fy, gamma_m0=gamma_m0, Pmc=round(self.Pmc / 1000000, 2)), '') self.report_check.append(t1) t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member(fy=self.section.fy, Z_e=round( - self.section.elast_sec_mod_z, 2), + self.section.elast_sec_mod_z, 2), Mdc=round(self.Mdc / 1000000, 2)), '') self.report_check.append(t1) t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, display_prov(self.load.moment, "M_z"), cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), - Mdc=round(self.Mdc / 1000000, 2), - M_c=round( - self.section.moment_capacity / 1000000, - 2)), - '') + Mdc=round( + self.Mdc / 1000000, 2), + M_c=round( + self.section.moment_capacity / 1000000, + 2)), + '') self.report_check.append(t1) - t1 = ('SubSection', 'Load Consideration', '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Load Consideration', + '|p{3cm}|p{6cm}|p{5cm}|p{1.5cm}|') self.report_check.append(t1) - #####INTERACTION RATIO####### + ##### INTERACTION RATIO####### t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al=self.load.axial_force, M=self.load.moment, - A_c=round(self.axial_capacity / 1000, 2), - M_c=round(self.section.moment_capacity / 1000000, 2), + A_c=round( + self.axial_capacity / 1000, 2), + M_c=round( + self.section.moment_capacity / 1000000, 2), IR_axial=self.IR_axial, IR_moment=self.IR_moment, sum_IR=self.sum_IR), '') self.report_check.append(t1) @@ -2236,53 +2443,68 @@ def save_design(self, popup_summary): #### Min load Required ############### t2 = (MIN_LOADS_REQUIRED, min_loads_required(conn="beam_beam"), min_loads_provided(min_ac=round(self.min_axial_load / 1000, 2), - min_mc=round(self.load_moment_min / 1000000, 2), + min_mc=round( + self.load_moment_min / 1000000, 2), conn="beam_beam"), '') self.report_check.append(t2) ############################# t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, display_prov(self.load.axial_force, "P_x"), prov_axial_load(axial_input=self.load.axial_force, min_ac=round(self.min_axial_load / 1000, 2), - app_axial_load=round(self.factored_axial_load / 1000, 2), + app_axial_load=round( + self.factored_axial_load / 1000, 2), axial_capacity=round(self.axial_capacity / 1000, 2)), '') self.report_check.append(t1) V_dy = round(self.shear_capacity1 / 0.6 / 1000, 2) t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, display_prov(self.load.shear_force, "V_y"), prov_shear_load(shear_input=self.load.shear_force, min_sc=round(self.shear_load1 / 1000, 2), - app_shear_load=round(self.fact_shear_load / 1000, 2), + app_shear_load=round( + self.fact_shear_load / 1000, 2), shear_capacity_1=V_dy), "") self.report_check.append(t1) t1 = (KEY_DISP_APPLIED_MOMENT_LOAD, display_prov(self.load.moment, "M_z"), prov_moment_load(moment_input=self.load.moment, min_mc=round(self.load_moment_min / 1000000, 2), - app_moment_load=round(self.load_moment / 1000000, 2), + app_moment_load=round( + self.load_moment / 1000000, 2), moment_capacity=round(self.section.moment_capacity / 1000000, 2), moment_capacity_supporting=0.0), "") self.report_check.append(t1) t23 = (KEY_OUT_DISP_FORCES_WEB, '', forces_in_web(Au=round(self.factored_axial_load / 1000, 2), T=self.section.flange_thickness, - A=round(self.section.area, 2), + A=round( + self.section.area, 2), t=self.section.web_thickness, D=self.section.depth, - Zw=round(self.Z_w, 2), - Mu=round(self.load_moment / 1000000, 2), - Z=round(self.section.plast_sec_mod_z, 2), - Mw=round(self.moment_web / 1000000, 2), + Zw=round( + self.Z_w, 2), + Mu=round( + self.load_moment / 1000000, 2), + Z=round( + self.section.plast_sec_mod_z, 2), + Mw=round( + self.moment_web / 1000000, 2), Aw=round(self.axial_force_w / 1000, 2)), '') self.report_check.append(t23) t23 = (KEY_OUT_DISP_FORCES_FLANGE, '', forces_in_flange(Au=round(self.factored_axial_load / 1000, 2), B=self.section.flange_width, T=self.section.flange_thickness, - A=round(self.section.area, 2), + A=round( + self.section.area, 2), D=self.section.depth, - Mu=round(self.load_moment / 1000000, 2), - Mw=round(self.moment_web / 1000000, 2), - Mf=round(self.moment_flange / 1000000, 2), - Af=round(self.axial_force_f / 1000, 2), + Mu=round( + self.load_moment / 1000000, 2), + Mw=round( + self.moment_web / 1000000, 2), + Mf=round( + self.moment_flange / 1000000, 2), + Af=round( + self.axial_force_f / 1000, 2), ff=round(self.flange_force / 1000, 2), ), '') self.report_check.append(t23) if self.design_status == False: if self.member_capacity_status == True: - t2 = ('SubSection', 'Initial Member Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + t2 = ('SubSection', 'Initial Member Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE, display_prov(round(self.flange_force / 1000, 2), "F_f"), cl_6_2_tension_yield_capacity_member(self.section.flange_width, @@ -2293,7 +2515,8 @@ def save_design(self, popup_summary): round(self.section.tension_yielding_capacity / 1000, 2), relation="leq")) self.report_check.append(t1) if self.section.tension_yielding_capacity > self.flange_force: - webheight = round((self.section.depth - 2 * self.section.flange_thickness), 2) + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, display_prov(round(self.axial_force_w / 1000, 2), "A_w"), cl_6_2_tension_yield_capacity_member(webheight, self.section.web_thickness, @@ -2305,7 +2528,8 @@ def save_design(self, popup_summary): if self.member_capacity_status == True and ( self.section.tension_yielding_capacity > self.flange_force) and ( len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Flange Plate Height Check', '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Initial Flange Plate Height Check', + '|p{4.5cm}|p{2.5cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": t1 = ('Flange Plate Width (mm)', 'Bfp >= 50', @@ -2335,7 +2559,8 @@ def save_design(self, popup_summary): else: self.thick_f = self.max_thick_f self.thick_w = self.max_thick_w - t1 = ('SubSection', 'Flange Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": t2 = (KEY_DISP_FLANGESPLATE_THICKNESS, display_prov(self.section.flange_thickness, "T"), @@ -2346,8 +2571,10 @@ def save_design(self, popup_summary): t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), flange_plate_area_prov(B=self.section.flange_width, pref="Outside", y=self.thick_f, - outerwidth=round(self.outerwidth, 2), - fp_area=round(self.flange_plate_crs_sec_area, 2), + outerwidth=round( + self.outerwidth, 2), + fp_area=round( + self.flange_plate_crs_sec_area, 2), t=self.section.web_thickness, r_1=self.section.root_radius, ), get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) self.report_check.append(t2) @@ -2363,8 +2590,10 @@ def save_design(self, popup_summary): flange_web_area=round(self.Ap, 2)), flange_plate_area_prov(B=self.section.flange_width, pref="Outside+Inside", y=self.thick_f, - outerwidth=round(self.outerwidth, 2), - fp_area=round(self.flange_plate_crs_sec_area, 2), + outerwidth=round( + self.outerwidth, 2), + fp_area=round( + self.flange_plate_crs_sec_area, 2), t=self.section.web_thickness, r_1=self.section.root_radius, innerwidth=round(self.innerwidth, 2)), get_pass_fail(self.Ap, self.flange_plate_crs_sec_area, relation="leq")) @@ -2373,20 +2602,22 @@ def save_design(self, popup_summary): if self.member_capacity_status == True and ( self.section.tension_yielding_capacity > self.flange_force) and ( len(self.flange_plate_thickness_possible) != 0): - t1 = ('SubSection', 'Initial Web Plate Height Check', '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Initial Web Plate Height Check', + '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') self.report_check.append(t1) t1 = ( 'Web Plate Height (mm)', min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, - t_f=self.section.flange_thickness), + t_f=self.section.flange_thickness), web_width_chk_weld(D=self.section.depth, - tk=self.section.flange_thickness, - R_1=self.section.root_radius, - webplatewidth=self.webplatewidth), + tk=self.section.flange_thickness, + R_1=self.section.root_radius, + webplatewidth=self.webplatewidth), get_pass_fail(self.min_web_plate_height, self.webplatewidth, relation="leq")) self.report_check.append(t1) if self.member_capacity_status == True and (self.section.tension_yielding_capacity > self.flange_force): - t1 = ('SubSection', 'Web Plate Thickness', '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Thickness', + '|p{2.5cm}|p{5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) t2 = (KEY_DISP_WEBPLATE_THICKNESS, display_prov(self.section.web_thickness / 2, "t"), display_prov(self.thick_w, "t_{wp}"), @@ -2395,10 +2626,12 @@ def save_design(self, popup_summary): if len(self.web_plate_thickness_possible) != 0 and self.webplatewidth > self.min_web_plate_height: # if (self.flange_plate_crs_sec_area >= 1.05 * self.flange_crs_sec_area): t2 = (KEY_DISP_AREA_CHECK, - plate_area_req(crs_area=round(self.web_crs_area, 2), flange_web_area=round(self.Wp, )), + plate_area_req(crs_area=round( + self.web_crs_area, 2), flange_web_area=round(self.Wp, )), web_plate_area_prov(D=self.section.depth, y=self.thick_w, webwidth=self.min_web_plate_height, - wp_area=round(self.web_plate_crs_sec_area, 2), + wp_area=round( + self.web_plate_crs_sec_area, 2), T=self.section.flange_thickness, r_1=self.section.root_radius), get_pass_fail(self.Wp, self.web_plate_crs_sec_area, relation="leq")) self.report_check.append(t2) @@ -2411,19 +2644,22 @@ def save_design(self, popup_summary): else: pass - ##################################weld design check remains same for outside and " outside +inside" ######################################## + ################################## weld design check remains same for outside and " outside +inside" ######################################## if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.web_plate_weld_status == True: - t1 = ('SubSection', 'Flange Weld Design', '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Weld Design', + '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') self.report_check.append(t1) if self.preference == "Outside": t2 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t2) else: t2 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t2) @@ -2447,7 +2683,7 @@ def save_design(self, popup_summary): t1 = (DISP_THROAT, cl_10_5_3_1_throat_thickness_req(), cl_10_5_3_1_throat_thickness_weld(self.flange_weld.size, self.Kt), get_pass_fail(3.0, self.flange_weld.size, relation="leq")) self.report_check.append(t1) - #####Strength of the weld #### + ##### Strength of the weld #### if self.preference == "Outside": t1 = (DISP_EFF, ' ', eff_len_prov(l_w=self.flange_weld.length, b_fp=self.flange_plate.height, t_w=self.flange_weld.size, l_eff=self.l_req_flangelength, @@ -2503,7 +2739,8 @@ def save_design(self, popup_summary): if self.preference == "Outside": self.min_height_required = 50 self.min_length_required_flange = 2*self.section.flange_width - t1 = ('SubSection', 'Flange Plate Dimension Check - Outside', '|p{3.5cm}|p{4.5cm}|p{6cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Dimension Check - Outside', + '|p{3.5cm}|p{4.5cm}|p{6cm}|p{1.5cm}|') self.report_check.append(t1) t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, self.min_height_required, height_of_flange_cover_plate(B=self.section.flange_width, sp=self.flangespace, @@ -2522,13 +2759,14 @@ def save_design(self, popup_summary): self.report_check.append(t1) t2 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t2) self.Recheck_flange_pt_area_o = (self.flange_plate.height) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), plate_recheck_area_weld(outerwidth=self.flange_plate.height, @@ -2537,11 +2775,12 @@ def save_design(self, popup_summary): get_pass_fail(self.Ap, self.Recheck_flange_pt_area_o, relation="leq")) self.report_check.append(t2) else: - t1 = ('SubSection', 'Flange Plate Dimension Check - Outside/Inside', '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Dimension Check - Outside/Inside', + '|p{3cm}|p{5.5cm}|p{5.5cm}|p{1.5cm}|') self.report_check.append(t1) self.min_height_required = 50 self.min_length_required_flange = 2*self.section.flange_width - ###Outside#### + ### Outside#### t1 = (DISP_MIN_FLANGE_PLATE_HEIGHT, self.min_height_required, height_of_flange_cover_plate(B=self.section.flange_width, sp=self.flangespace, b_fp=self.flange_plate.height), @@ -2555,9 +2794,9 @@ def save_design(self, popup_summary): t1 = (DISP_MIN_FLANGE_PLATE_LENGTH, self.min_length_required_flange, plate_Length_req(l_w=self.flange_weld.length, t_w=self.flange_weld.size, g=self.flange_plate.gap, l_fp=self.flange_plate.length, conn="Flange"), - get_pass_fail( self.min_length_required_flange, self.flange_plate.length, relation="lesser")) + get_pass_fail(self.min_length_required_flange, self.flange_plate.length, relation="lesser")) self.report_check.append(t1) - ####Inside### + #### Inside### # min_inner_height_weld = int( # (self.section.flange_width - self.section.web_thickness - (self.section.root_radius * 2)) / 2) min_inner_ht_req = 50 @@ -2577,13 +2816,14 @@ def save_design(self, popup_summary): get_pass_fail(self.min_length_required_flange, self.flange_plate.Innerlength, relation="lesser")) self.report_check.append(t1) t2 = (DISP_MIN_FLANGE_PLATE_THICK, display_prov(self.section.flange_thickness / 2, "T"), - display_prov(self.flange_plate.thickness_provided, "t_{fp}"), + display_prov( + self.flange_plate.thickness_provided, "t_{fp}"), get_pass_fail(self.section.flange_thickness / 2, self.flange_plate.thickness_provided, relation="lesser")) self.report_check.append(t2) # flange_plate_crs_sec_area = (self.outerwidth + (2 * self.innerwidth)) * self.thick_f self.Recheck_flange_pt_area_oi = (self.flange_plate.height + (2 * self.flange_plate.Innerheight)) * \ - self.flange_plate.thickness_provided + self.flange_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(crs_area=round(self.flange_crs_sec_area, 2), flange_web_area=round(self.Ap, 2)), plate_recheck_area_weld(outerwidth=self.flange_plate.height, @@ -2593,15 +2833,17 @@ def save_design(self, popup_summary): get_pass_fail(self.Ap, self.Recheck_flange_pt_area_oi, relation="leq")) self.report_check.append(t2) - #######################################################Web design########################################################### + ####################################################### Web design########################################################### if self.initial_pt_thk_status == True and self.initial_pt_thk_status_web == True and self.web_plate_weld_status == True: - self.web_weld_connecting_plates = [self.section.web_thickness, self.web_plate.thickness_provided] + self.web_weld_connecting_plates = [ + self.section.web_thickness, self.web_plate.thickness_provided] self.web_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size(self.section.web_thickness, self.web_plate.thickness_provided) self.web_weld_conn_plates_fu = [self.section.fu, self.web_plate.fu] self.gamma_mw_web = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.web_weld.fabrication] - t1 = ('SubSection', 'Web Weld Design ', '|p{3cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Weld Design ', + '|p{3cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') self.report_check.append(t1) t2 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t"), @@ -2631,17 +2873,23 @@ def save_design(self, popup_summary): self.report_check.append(t1) t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force(shear_load=round((self.fact_shear_load / 1000) / 2, 2), - web_moment=round((self.moment_web / 1000000) / 2, 2), + web_moment=round( + (self.moment_web / 1000000) / 2, 2), ecc=round(self.ecc, 2), moment_demand=round(self.weld_twist / 1000000, 2)), '') self.report_check.append(t10) t2 = (KEY_WEB_DISP_WELD_STRENGTH, weld_strength_stress(V_u=round((self.fact_shear_load / 2), 2), - A_w=round((self.axial_force_w / 2), 2), - M_d=round(self.weld_twist, 2), - Ip_w=round(self.Ip_weld, 2), - y_max=round(self.y_max, 2), - x_max=round(self.x_max, 2), + A_w=round( + (self.axial_force_w / 2), 2), + M_d=round( + self.weld_twist, 2), + Ip_w=round( + self.Ip_weld, 2), + y_max=round( + self.y_max, 2), + x_max=round( + self.x_max, 2), l_eff=self.l_req_weblength, R_w=web_weld_stress_kn), cl_10_5_7_1_1_weld_strength(conn_plates_weld_fu=self.web_weld_conn_plates_fu, gamma_mw=self.gamma_mw_web, @@ -2656,25 +2904,26 @@ def save_design(self, popup_summary): Tc=web_weld_strength_kn, Tr=web_weld_strength_red_kn), "") self.report_check.append(t15) t5 = (KEY_OUT_DISP_RED_WELD_STRENGTH, web_weld_stress_kn, web_weld_strength_red_kn, - get_pass_fail(web_weld_stress_kn, web_weld_strength_red_kn, - relation="lesser")) + get_pass_fail(web_weld_stress_kn, web_weld_strength_red_kn, + relation="lesser")) self.report_check.append(t5) - t1 = ('SubSection', 'Web Plate Dimension Check', '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Dimension Check', + '|p{3cm}|p{4.5cm}|p{6.5cm}|p{1.5cm}|') self.report_check.append(t1) - self.min_web_plate_height = round(self.section.min_plate_height(), 2) + self.min_web_plate_height = round( + self.section.min_plate_height(), 2) self.min_length_required_web = self.section.flange_width t1 = (DISP_MIN_WEB_PLATE_HEIGHT, min_plate_ht_req(D=self.section.depth, min_req_width=self.min_web_plate_height, r_r=self.section.root_radius, - t_f=self.section.flange_thickness) - , height_of_web_cover_plate(D=self.section.depth, sp=self.webspace, b_wp=self.web_plate.height, - T=self.section.flange_thickness, R_1=self.section.root_radius), + t_f=self.section.flange_thickness), height_of_web_cover_plate(D=self.section.depth, sp=self.webspace, b_wp=self.web_plate.height, + T=self.section.flange_thickness, R_1=self.section.root_radius), get_pass_fail(self.min_height_required, self.web_plate.height, relation="lesser")) self.report_check.append(t1) t1 = (DISP_MIN_WEB_PLATE_LENGTH, self.min_length_required_web, plate_Length_req(l_w=self.web_weld.length, - t_w=self.web_weld.size, - g=self.web_plate.gap, - l_fp=self.web_plate.length, - conn="web"), + t_w=self.web_weld.size, + g=self.web_plate.gap, + l_fp=self.web_plate.length, + conn="web"), get_pass_fail(self.min_length_required_web, self.web_plate.length, relation="lesser")) self.report_check.append(t1) t2 = (DISP_MIN_WEB_PLATE_THICK, display_prov(self.section.web_thickness / 2, "t"), @@ -2682,7 +2931,7 @@ def save_design(self, popup_summary): get_pass_fail(self.section.web_thickness / 2, self.web_plate.thickness_provided, relation="lesser")) self.report_check.append(t2) self.Recheck_web_pt_area_o = (2 * self.web_plate.height) * \ - self.web_plate.thickness_provided + self.web_plate.thickness_provided t2 = (KEY_DISP_AREA_CHECK, plate_area_req(round(self.web_crs_area, 2), flange_web_area=round(self.Wp, 2)), plate_recheck_area_weld(outerwidth=self.web_plate.height, innerwidth=None, @@ -2695,7 +2944,8 @@ def save_design(self, popup_summary): ################### ### Flange Check ### if self.flange_plate_weld_status == True and self.flange_plate_capacity_axial_status == True: - t1 = ('SubSection', 'Member Check', '|p{3cm}|p{4cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Member Check', + '|p{3cm}|p{4cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] @@ -2703,8 +2953,8 @@ def save_design(self, popup_summary): self.section.flange_thickness, self.section.fy, gamma_m0, round( - self.section.tension_yielding_capacity / 1000, - 2), 1), '') + self.section.tension_yielding_capacity / 1000, + 2), 1), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -2726,13 +2976,14 @@ def save_design(self, popup_summary): if self.web_plate_capacity_axial_status == True and self.web_plate_capacity_shear_status == True: gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] # A_v_web = (self.section.depth - 2 * self.section.flange_thickness) * self.section.web_thickness - webheight = round((self.section.depth - 2 * self.section.flange_thickness), 2) + webheight = round( + (self.section.depth - 2 * self.section.flange_thickness), 2) t1 = (KEY_DISP_TENSIONYIELDINGCAP_WEB, '', cl_6_2_tension_yield_capacity_member(webheight, self.section.web_thickness, self.section.fy, gamma_m0, round( - self.section.tension_yielding_capacity_web / 1000, - 2), 1), '') + self.section.tension_yielding_capacity_web / 1000, + 2), 1), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] # t1 = (KEY_DISP_TENSIONRUPTURECAP_WEB, '', tension_rupture_welded_prov(w_p=webheight, @@ -2759,7 +3010,8 @@ def save_design(self, popup_summary): # if self.flange_plate_capacity_axial == True: if self.flange_plate_weld_status == True: if self.preference == "Outside": - t1 = ('SubSection', 'Flange Plate Capacity Check for Axial Load - Outside', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Flange Plate Capacity Check for Axial Load - Outside', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] @@ -2768,8 +3020,8 @@ def save_design(self, popup_summary): self.flange_plate.fy, gamma_m0, round( - self.flange_plate.tension_yielding_capacity / 1000, - 2), 1), '') + self.flange_plate.tension_yielding_capacity / 1000, + 2), 1), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -2785,7 +3037,8 @@ def save_design(self, popup_summary): cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), 0), get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), relation="lesser")) self.report_check.append(t1) else: @@ -2794,15 +3047,16 @@ def save_design(self, popup_summary): self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - total_height = self.flange_plate.height + (2 * self.flange_plate.Innerheight) + total_height = self.flange_plate.height + \ + (2 * self.flange_plate.Innerheight) t1 = (KEY_DISP_TENSIONYIELDINGCAP_FLANGE_PLATE, '', cl_6_2_tension_yield_capacity_member(total_height, self.flange_plate.thickness_provided, self.flange_plate.fy, gamma_m0, round( - self.flange_plate.tension_yielding_capacity / 1000, - 2), 1), '') + self.flange_plate.tension_yielding_capacity / 1000, + 2), 1), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -2821,14 +3075,16 @@ def save_design(self, popup_summary): cl_6_1_tension_capacity_member(round(self.flange_plate.tension_yielding_capacity / 1000, 2), 0), get_pass_fail(round(self.flange_force / 1000, 2), - round(self.flange_plate.tension_capacity_flange_plate / 1000, 2), + round( + self.flange_plate.tension_capacity_flange_plate / 1000, 2), relation="lesser")) self.report_check.append(t1) # Web plate Capacities check axial ################### if self.recheck_flange_capacity_axial_status == True: - t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Capacity Check for Axial Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] t1 = (KEY_DISP_TENSION_YIELDCAPACITY_WEB_PLATE, '', cl_6_2_tension_yield_capacity_member(self.web_plate.height, @@ -2836,8 +3092,8 @@ def save_design(self, popup_summary): self.web_plate.fy, gamma_m0, round( - self.web_plate.tension_yielding_capacity / 1000, - 2), 2), '') + self.web_plate.tension_yielding_capacity / 1000, + 2), 2), '') self.report_check.append(t1) gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] # t1 = (KEY_DISP_TENSION_RUPTURECAPACITY_WEB_PLATE, '', tension_rupture_welded_prov(self.web_plate.height, @@ -2858,7 +3114,8 @@ def save_design(self, popup_summary): # Web plate Capacities check Shear ################### if self.web_plate_capacity_axial_status == True: - t1 = ('SubSection', 'Web Plate Capacity Check for Shear Load', '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') + t1 = ('SubSection', 'Web Plate Capacity Check for Shear Load', + '|p{4cm}|p{3cm}|p{7cm}|p{1.5cm}|') self.report_check.append(t1) t1 = (KEY_DISP_SHEARYIELDINGCAP_WEB_PLATE, '', cl_8_4_shear_yielding_capacity_member(self.web_plate.height, self.web_plate.thickness_provided, @@ -2866,10 +3123,13 @@ def save_design(self, popup_summary): round(self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2), 2), '') self.report_check.append(t1) - initial_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2) - reduced_shear_capacity = round(self.web_plate.shear_yielding_capacity / 1000, 2) + initial_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000 / 0.6, 2) + reduced_shear_capacity = round( + self.web_plate.shear_yielding_capacity / 1000, 2) t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), - allow_shear_capacity(initial_shear_capacity, reduced_shear_capacity), + allow_shear_capacity( + initial_shear_capacity, reduced_shear_capacity), get_pass_fail(self.load.shear_force, reduced_shear_capacity, relation="lesser")) self.report_check.append(t1) # if self.shear_yielding_status == True: @@ -2889,6 +3149,7 @@ def save_design(self, popup_summary): Disp_2d_image = [] Disp_3D_image = "/ResourceFiles/images/3d.png" rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, diff --git a/osdag_core/design_type/connection/column_end_plate.py b/osdag_core/design_type/connection/column_end_plate.py new file mode 100644 index 000000000..14d21bdb6 --- /dev/null +++ b/osdag_core/design_type/connection/column_end_plate.py @@ -0,0 +1,2708 @@ +""" +Author: Yash Lokhande + +Module: Column to Column End Plate Design + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + 2) Design of Steel Structures by N. Subramanian +""" +from .moment_connection import MomentConnection +from ...design_report.reportGenerator_latex import CreateLatex + +from ...utils.common.component import * +from ...utils.common.material import * +from ...Common import * +from ...Common import * +from ...Report_functions import * + +import logging +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +from django.conf import settings + +class ColumnEndPlate(MomentConnection): + + def __init__(self): + super(ColumnEndPlate, self).__init__() + self.hover_dict = {} + self.design_status = False + + ############################################### + # Design Preference Functions Start + ############################################### + + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t2 = ("Weld", TYPE_TAB_2, self.weld_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + """ + + :return: This function is used to update the values of the keys in design preferences, + which are dependent on other inputs. + It returns list of tuple which contains, tab name, keys whose values will be changed, + function to change the values and arguments for the function. + + [Tab Name, [Argument list], [list of keys to be updated], input widget type of keys, change_function] + + Here Argument list should have only one element. + Changing of this element,(either changing index or text depending on widget type), + will update the list of keys (this can be more than one). + + """ + change_tab = [] + + t2 = ( + KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t2) + + t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + change_tab.append(t3) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [ + KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + # def list_for_fu_fy_validation(self): + # """ This function is no longer required""" + # fu_fy_list = [] + # + # t2 = (KEY_SEC_MATERIAL, KEY_SEC_FU, KEY_SEC_FY) + # fu_fy_list.append(t2) + # + # t3 = (KEY_CONNECTOR_MATERIAL, KEY_CONNECTOR_FU, KEY_CONNECTOR_FY) + # fu_fy_list.append(t3) + # + # return fu_fy_list + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t2 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t2) + + # t2 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + # design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [ + KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) + design_input.append(t4) + + t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) + design_input.append(t4) + + t5 = ("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets are design preference values to default. + If any design preference value needs to be set to input dock value, tuple shall be written as: + + (Key of input dock, [List of Keys from design preference], 'Input Dock') + + If the values needs to be set to default, + + (None, [List of Design Preference Keys], '') + + """ + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + add_buttons = [] + + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, + KEY_SECSIZE, None, None, "Columns") + add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu + else: + fu = '' + + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: str(0.3), + KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_GAP: '10', + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_ctc_end_plate_moment_connection' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop( + unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + @staticmethod + def module_name(): + return KEY_DISP_COLUMNENDPLATE + + def input_values(self): + """" + Function to set input values + """ + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_COLUMNENDPLATE, + TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t4) + + t8 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, + VALUES_CONN_3, True, 'No Validator') + options_list.append(t8) + + # t15 = (KEY_IMAGE, None, TYPE_IMAGE, None, True, 'No Validator') + # options_list.append(t15) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, + VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t17 = (KEY_MOMENT, KEY_DISP_MOMENT, + TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t17) + + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, + None, True, 'Int Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, + None, True, 'Int Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, + VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t21 = (None, DISP_TITLE_ENDPLATE, TYPE_TITLE, + None, True, 'No Validator') + options_list.append(t21) + + t22 = (KEY_PLATETHK, KEY_DISP_ENDPLATE_THICKNESS, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_ENDPLATE_THICKNESS, True, 'No Validator') + options_list.append(t22) + + # t13 = (KEY_CONN_PREFERENCE, KEY_DISP_CONN_PREFERENCE, TYPE_COMBOBOX, existingvalue_design_pref, VALUES_CONN_PREFERENCE) + # options_list.append(t13) + + return options_list + + def spacing(self, status): + + spacing = [] + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, + self.plate.pitch_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, + self.plate.end_dist_provided if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, + self.plate.gauge_provided if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, + self.plate.edge_dist_provided if status else '') + spacing.append(t12) + + return spacing + + def detailing(self, flag): + detailing = [] + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, + TYPE_TEXTBOX, self.pitch if flag else '') + detailing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, + TYPE_TEXTBOX, self.end_dist if flag else '') + detailing.append(t10) + + t8 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, + TYPE_TEXTBOX, self.n_bw * 2 if flag else '') + detailing.append(t8) + + t9 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, + TYPE_TEXTBOX, self.n_bf + 4 if flag else '') + detailing.append(t9) + + t10 = (KEY_OUT_NO_BOLTS, KEY_OUT_DISP_NO_BOLTS, + TYPE_TEXTBOX, self.no_bolts if flag else '') + detailing.append(t10) + + return detailing + + def web_bolt_spacing(self, flag): + web_bolt_spacing = [] + + t00 = (None, "", TYPE_NOTE, + "Representative Image for Web Bolt Spacing Details (4 bolts common in flange)") + web_bolt_spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_4.png")), 400, 411, "Web Bolt Spacing for (n) Bolts"]) + web_bolt_spacing.append(t99) + + if not flag: + return web_bolt_spacing + + for i in range(1, self.n_bw): + if (self.n_bw) % 2 == 0: + if i != (self.n_bw)/2: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i+1), + TYPE_TEXTBOX, self.pitch, True) + web_bolt_spacing.append(t2) + else: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), + TYPE_TEXTBOX, round(self.p_2_web, 2), True) + web_bolt_spacing.append(t2) + else: + if i != int((self.n_bw) / 2) and i != int((self.n_bw) / 2) + 1: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), + TYPE_TEXTBOX, self.pitch, True) + web_bolt_spacing.append(t2) + else: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), + TYPE_TEXTBOX, round(self.p_2_web, 2), True) + web_bolt_spacing.append(t2) + + t3 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, + TYPE_TEXTBOX, self.end_dist, True) + web_bolt_spacing.append(t3) + t4 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, + TYPE_TEXTBOX, self.n_bw, True) + web_bolt_spacing.append(t4) + t4 = (KEY_OUT_NO_BOLTS_WEB_TOTAL, KEY_OUT_DISP_NO_BOLTS_WEB_TOTAL, + TYPE_TEXTBOX, self.n_bw * 2, True) + web_bolt_spacing.append(t4) + + return web_bolt_spacing + + def flange_bolt_spacing(self, flag): + flange_bolt_spacing = [] + + t00 = (None, "", TYPE_NOTE, + "Representative Image for Flange Bolt Spacing Details") + flange_bolt_spacing.append(t00) + + if not flag: + return flange_bolt_spacing + + if self.connection == 'Flush End Plate': + image = str( + files("osdag_core.data.ResourceFiles.images").joinpath("spacing_5.png")) + x, y = 401, 248 + bolts = int(self.n_bf_output/4) + else: + image = str( + files("osdag_core.data.ResourceFiles.images").joinpath("spacing_6.png")) + x, y = 401, 321 + bolts = int(self.n_bf_output / 8) + + # t99 = (None, 'Spacing Details', TYPE_SECTION, './ResourceFiles/images/spacing_1.png') + # spacing.append(t99) + t99 = (None, 'Spacing Details', TYPE_SECTION, + # [image, width, height, caption] + [image, x, y, "Top Half Flange Bolt Spacing for (n) Bolts"]) + flange_bolt_spacing.append(t99) + # t2 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.pitch if flag else '', True) + # flange_bolt_spacing.append(t2) + for i in range(1, bolts): + if (bolts) % 2 == 0: + if i != (bolts) / 2: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), + TYPE_TEXTBOX, self.pitch if flag else '', True) + flange_bolt_spacing.append(t2) + else: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round(self.p_2_flange, 2) if flag else '', + True) + flange_bolt_spacing.append(t2) + else: + if i != int((bolts) / 2) and i != int((bolts) / 2) + 1: + t2 = (KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), + TYPE_TEXTBOX, self.pitch if flag else '', True) + flange_bolt_spacing.append(t2) + else: + + t2 = ( + KEY_OUT_PITCH, "Pitch {}-{}".format(i, i + 1), TYPE_TEXTBOX, round( + self.p_2_flange, 2) if flag else '', + True) + flange_bolt_spacing.append(t2) + + t3 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, + TYPE_TEXTBOX, self.end_dist if flag else '', True) + flange_bolt_spacing.append(t3) + t4 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, + TYPE_TEXTBOX, bolts if flag else '', True) + flange_bolt_spacing.append(t4) + t4 = (KEY_OUT_NO_BOLTS_FLANGE_TOTAL, KEY_OUT_DISP_NO_BOLTS_FLANGE_TOTAL, + TYPE_TEXTBOX, self.n_bf_output if flag else '', True) + flange_bolt_spacing.append(t4) + t5 = (KEY_PITCH_2_FLANGE1, KEY_DISP_PITCH_2_FLANGE1, + TYPE_TEXTBOX, round(self.p_2_flange, 2) if flag else '', True) + flange_bolt_spacing.append(t5) + + return flange_bolt_spacing + + # def stiffener_details(self, flag): + # stiff_details = [] + # + # if 2*self.end_dist < 50 and self.h_s < 100: + # pass + # elif 2*self.end_dist >= 50 and self.h_s >= 100: + # t1 = (KEY_OUT_STIFFENER_HEIGHT,KEY_OUT_DISP_STIFFENER_HEIGHT,TYPE_TEXTBOX,self.t_s if flag else '', True) + # stiff_details.append(t1) + # t2 = (KEY_OUT_STIFFENER_WIDTH,KEY_OUT_DISP_STIFFENER_WIDTH,TYPE_TEXTBOX,self.stiff_wt if flag else '', True) + # stiff_details.append(t2) + # t3 = (KEY_OUT_STIFFENER_THICKNESS,KEY_OUT_DISP_STIFFENER_THICKNESS,TYPE_TEXTBOX,self.t_s if flag else '',True) + # stiff_details.append(t3) + # t4 = (KEY_OUT_WELD_TYPE,KEY_OUT_DISP_WELD_TYPE,TYPE_TEXTBOX,self.weld_type if flag else '', True) + # stiff_details.append(t4) + # return stiff_details + # else: + # pass + + def output_values(self, flag): + """ + return: output values in output dock + """ + out_list = [] + + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_D, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, int( + self.bolt_diam_provided) if flag else '', True) + out_list.append(t2) + + t3 = (KEY_GRD, KEY_DISP_GRD, TYPE_TEXTBOX, + self.bolt_grade_provided if flag else '', True) + out_list.append(t3) + + t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + out_list.append(t4) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + bolt_bearing_capacity_disp = round( + self.bolt.bolt_bearing_capacity / 1000, 2) + pass + else: + bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, + TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + out_list.append(t5) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, + round(self.bolt_cap / 1000, 2) if flag else '', True) + out_list.append(t6) + + t7 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, + round(self.bolt_tension / 1000, 2) if flag else '', True) + out_list.append(t7) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, + TYPE_TEXTBOX, self.pitch if flag else '', True) + out_list.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, + TYPE_TEXTBOX, self.end_dist if flag else '', True) + out_list.append(t10) + + # t8 = (KEY_OUT_NO_BOLTS_WEB, KEY_OUT_DISP_NO_BOLTS_WEB, TYPE_TEXTBOX, self.n_bw * 2 if flag else '', True) + # out_list.append(t8) + # + # t9 = (KEY_OUT_NO_BOLTS_FLANGE, KEY_OUT_DISP_NO_BOLTS_FLANGE, TYPE_TEXTBOX, self.n_bf_output if flag else '', True) + # out_list.append(t9) + + t11 = (KEY_OUT_NO_BOLTS, KEY_OUT_DISP_NO_BOLTS, + TYPE_TEXTBOX, self.no_bolts if flag else '', True) + out_list.append(t11) + + t31 = (KEY_BOLT_WEB_SPACING, KEY_DISP_BOLT_WEB_SPACING, + TYPE_OUT_BUTTON, ['Detailing', self.web_bolt_spacing], True) + out_list.append(t31) + + t32 = (KEY_BOLT_FLANGE_SPACING, KEY_DISP_BOLT_FLANGE_SPACING, + TYPE_OUT_BUTTON, ['Detailing', self.flange_bolt_spacing], True) + out_list.append(t32) + + # t21 = (KEY_BOLT_DETAILS, KEY_DISP_BOLT_DETAILS, TYPE_OUT_BUTTON, ['Bolt detailing', self.detailing]) + # out_list.append(t21) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) + out_list.append(t13) + + t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, + int(self.plate_thickness_provided) if flag else '', True) + out_list.append(t14) + + t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, + TYPE_TEXTBOX, self.plate_height if flag else '', True) + out_list.append(t15) + + t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_LENGTH, + TYPE_TEXTBOX, self.plate_width if flag else '', True) + out_list.append(t16) + + t17 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, + TYPE_TEXTBOX, round(self.m_dp_prov/1000000, 2) if flag else '', True) + out_list.append(t17) + + t33 = (KEY_OUT_STIFFENER_TITLE, + KEY_OUT_DISP_STIFFENER_DETAILS, TYPE_TITLE, None, True) + out_list.append(t33) + t21 = (KEY_OUT_STIFFENER_HEIGHT, KEY_OUT_DISP_STIFFENER_HEIGHT, + TYPE_TEXTBOX, self.stiff_ht if flag else '', True) + out_list.append(t21) + t22 = (KEY_OUT_STIFFENER_WIDTH, KEY_OUT_DISP_STIFFENER_WIDTH, + TYPE_TEXTBOX, self.stiff_wt if flag else '', True) + out_list.append(t22) + t23 = (KEY_OUT_STIFFENER_THICKNESS, KEY_OUT_DISP_STIFFENER_THICKNESS, + TYPE_TEXTBOX, self.t_s if flag else '', True) + out_list.append(t23) + t24 = (KEY_OUT_WELD_TYPE, KEY_OUT_DISP_WELD_TYPE, + TYPE_TEXTBOX, self.weld_type if flag else '', True) + out_list.append(t24) + t25 = (KEY_OUT_WELD_TYPE1, KEY_OUT_DISP_WELD_TYPE1, + TYPE_TEXTBOX, "Groove Weld" if flag else '', True) + out_list.append(t25) + t26 = (KEY_OUT_WELD_SIZE_STIFFENER, KEY_OUT_DISP_WELD_SIZE_STIFFENER1, + TYPE_TEXTBOX, self.weld_size_prov if flag else '', True) + out_list.append(t26) + # t22 = (KEY_OUT_STIFFENER_DETAILS,KEY_OUT_DISP_STIFFENER_DETAILS,TYPE_OUT_BUTTON, ['Stiffener Details',self.stiffener_details], True) + # out_list.append(t22) + + # Populate hover dict + try: + # Column + self.hover_dict["Column"] = f"Column: {self.section.designation if flag else ''}" + + # End Plate + self.hover_dict["Plate"] = ( + f"End Plate: {self.plate_width if flag else ''} mm x " + f"{self.plate_height if flag else ''} mm x " + f"{self.plate_thickness_provided if flag else ''} mm" + f"
    Bolt Grade: {self.bolt_grade_provided if flag else ''}, " + f"Dia: {self.bolt_diam_provided if flag else ''} mm, " + f"Nos: {self.no_bolts if flag else ''}" + f"
    Weld Size: {self.weld_size_prov if flag else ''} mm" + ) + + # Bolts + self.hover_dict["Bolt"] = ( + f"Bolts
    " + f"Diameter: {self.bolt_diam_provided if flag else ''} mm
    " + f"Grade: {self.bolt_grade_provided if flag else ''}
    " + f"No. of Bolts: {self.no_bolts if flag else ''}
    " + f"Shear Capacity: {round(self.bolt_cap / 1000, 2) if flag else ''} kN" + ) + + # Welds + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Type: {self.weld_type if flag else ''}
    " + f"Stiffener Weld Type: Groove Weld
    " + f"Weld Size: {self.weld_size_prov if flag else ''} mm" + ) + + # Stiffener + self.hover_dict["Stiffener"] = ( + f"Stiffener Plate
    " + f"Height: {self.stiff_ht if flag else ''} mm
    " + f"Width: {self.stiff_wt if flag else ''} mm
    " + f"Thickness: {self.t_s if flag else ''} mm" + ) + except Exception: + pass + + return out_list + + def input_value_changed(self): + """ + Used to help hide stiffener details depending upon connectivity + """ + lst = [] + # t6 = ([KEY_CONN], KEY_OUT_STIFFENER_TITLE, TYPE_LABEL, self.out_stiffener) + # lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_HEIGHT, + TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_WIDTH, + TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_THICKNESS, + TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE, TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE1, + TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_SIZE_STIFFENER, + TYPE_OUT_DOCK, self.out_stiffener) + lst.append(t6) + + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_HEIGHT, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_WIDTH, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_STIFFENER_THICKNESS, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_TYPE1, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + t6 = ([KEY_CONN], KEY_OUT_WELD_SIZE_STIFFENER, + TYPE_OUT_LABEL, self.out_stiffener) + lst.append(t6) + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, + TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + return lst + + def out_stiffener(self, args): + conn_type = args[0] + if conn_type != 'Extended Both Ways': + return True + else: + return False + + def warn_text(self): + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + global logger + red_list = red_list_function() + if self.section.designation in red_list: + self.logger.warning( + " : You are using a section (in red color) that is not available in latest version of IS 808") + self.logger.info( + " : You are using a section (in red color) that is not available in latest version of IS 808") + + def set_input_values(self, design_dictionary): + + print(design_dictionary) + + super(ColumnEndPlate, self).set_input_values(design_dictionary) + + self.section = Column(designation=design_dictionary[KEY_SECSIZE], + material_grade=design_dictionary[KEY_SEC_MATERIAL]) + + self.module = design_dictionary[KEY_MODULE] + self.connection = design_dictionary[KEY_CONN] + # self.design_pref = design_dictionary[KEY_CONN_PREFERENCE] + + self.plate = Plate(thickness=design_dictionary.get( + KEY_PLATETHK, None), material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary[KEY_DP_BOLT_SLIP_FACTOR], + corrosive_influences=design_dictionary[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + self.weld_size = 0.0 + # if self.design_status: + # self.commLogicObj = CommonDesignLogic(window.display, window.folder, self.module, self.mainmodule) + # status = self.design_status + # self.commLogicObj.call_3DModel(status, ColumnEndPlate) + print("Input values are set. Doing preliminary member checks") + self.member_capacity() + + def member_capacity(self): + """" + This function is used to update the axial, shear and moment loads provided + by user according to miminum member capacity and also provides an error if + exceeds full capacity of member + Axial capacity: [Ref: cl.10.7 IS 800:2007] + Moment capacity: [Ref: cl.10.7. IS 800:2007] + Shear capacity: [Ref: cl.8.4 IS 800:2007] + Limit width thickness ratio: [Ref: Table 2, cl. 3.7.2 and 3.7.4 IS 800:2007] + Returns: + + """ + self.member_capacity_status = False + + ######### Axial capacity ########################## + gamma_m0 = 1.1 + # Axial Capacity + self.axial_capacity = round( + (self.section.area * self.section.fy) / gamma_m0, 2) + # self.min_axial_load = 0.3 * self.axial_capacity + self.axial_load_sec_class = round(max(min( + self.load.axial_force * 1000, self.axial_capacity), 0.3 * self.axial_capacity), 2) # N + + ############################################################### + + ################## Shear Capacity ###################### + self.shear_capacity = ((self.section.depth - (2 * self.section.flange_thickness)) * self.section.web_thickness * self.section.fy) / ( + # N # A_v: Total cross sectional area in shear in mm^2 (float) + math.sqrt(3) * gamma_m0) + self.shear_load1 = min(0.15 * self.shear_capacity / 0.6, 40000.0) # N + + ############################################################### + + ################ Moment Capacity ############################ + if self.section.type == "Rolled": + self.limitwidththkratio_flange = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, + column_t_w=self.section.web_thickness, + D=self.section.depth, + column_b=self.section.flange_width, + column_fy=self.section.fy, + factored_axial_force=self.axial_load_sec_class, + column_area=self.section.area, + compression_element="External", + section="Rolled") + print("limitwidththkratio_flange", self.limitwidththkratio_flange) + else: + pass + + if self.section.type2 == "generally": + self.limitwidththkratio_web = self.limiting_width_thk_ratio(column_f_t=self.section.flange_thickness, + column_t_w=self.section.web_thickness, + D=self.section.depth, + column_b=self.section.flange_width, + column_fy=self.section.fy, + factored_axial_force=self.axial_load_sec_class, + column_area=self.section.area, + compression_element="Web of an I-H", + section="generally") + print("limitwidththkratio_web", self.limitwidththkratio_web) + + else: + pass + + # if self.load.shear_force < (0.6 * self.shear_capacity): + self.Z_p = self.section.plast_sec_mod_z + self.Z_e = self.section.elast_sec_mod_z + self.class_of_section = int( + max(self.limitwidththkratio_flange, self.limitwidththkratio_web)) + print("class of section", self.class_of_section) + # if self.class_of_section == 1 or self.class_of_section == 2: + # Z_w = self.Z_p + # elif self.class_of_section == 3: + # Z_w = self.Z_e + + if self.class_of_section == 1 or self.class_of_section == 2: + self.beta_b = 1 + elif self.class_of_section == 3: + self.beta_b = self.Z_e / self.Z_p + else: + pass + + self.section.plastic_moment_capacty(beta_b=self.beta_b, Z_p=self.section.plast_sec_mod_z, + fy=self.section.fy) # N # for section + self.section.moment_d_deformation_criteria( + fy=self.section.fy, Z_e=self.section.elast_sec_mod_z) + self.section.moment_capacity = round( + min(self.section.plastic_moment_capactiy, self.section.moment_d_def_criteria), 2) + + ############################################################################### + # Interaction Ratio + ############################################################################## + self.IR_axial = self.load.axial_force * 1000 / self.axial_capacity + self.IR_shear = self.load.shear_force * 1000 / self.shear_capacity + self.IR_moment = self.load.moment * 1000000 / self.section.moment_capacity + self.sum_IR = self.IR_axial + self.IR_moment + + if self.IR_axial < 0.3 and self.IR_moment < 0.5: + self.min_axial_load = 0.3 * self.axial_capacity + self.load_moment_min = 0.5 * self.section.moment_capacity + self.logger.info( + "The Load(s) defined is/are less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info( + "The value of load(s) is/are set at minimum recommended value as per IS 800:2007, Cl.10.7.") + + elif self.sum_IR <= 1.0 and self.IR_axial < 0.3: + + if (0.3 - self.IR_axial) < (1 - self.sum_IR): + self.min_axial_load = 0.3 * self.axial_capacity + else: + self.min_axial_load = self.load.axial_force * \ + 1000 + ((1 - self.sum_IR) * self.axial_capacity) + self.load_moment_min = self.load.moment * 1000000 + self.logger.info( + "The value of axial force is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of axial force is set at {} kN.".format( + round(self.min_axial_load / 1000, 2))) + + elif self.sum_IR <= 1.0 and self.IR_moment < 0.5: + + if (0.5 - self.IR_moment) < (1 - self.sum_IR): + self.load_moment_min = 0.5 * self.section.moment_capacity + else: + self.load_moment_min = self.load.moment * 1000000 + \ + ((1 - self.sum_IR) * self.section.moment_capacity) + self.min_axial_load = self.load.axial_force * 1000 + self.logger.info( + "The value of bending moment is less than the minimum recommended value [Ref. IS 800:2007, Cl.10.7].") + self.logger.info("The value of bending moment is set at {} kNm.".format( + round(self.load_moment_min / 1000000, 2))) + else: + self.min_axial_load = self.load.axial_force * 1000 + self.load_moment_min = self.load.moment * 1000000 + + # if self.load.shear_force < 0.6 * self.shear_capacity: + # # self.moment_capacity = self.section.plastic_moment_capacty(beta_b=beta_b, Z_p=self.Z_p, fy=self.section.fy) + # + # self.moment_capacity = self.beta_b * self.Z_p * self.section.fy / gamma_m0 + # else: + # if self.class_of_section == 1 or self.class_of_section == 2: + # m_d = self.Z_p * self.section.fy / gamma_m0 + # beta = ((2 * self.load.shear_force / self.shear_capacity) - 1) ** 2 + # m_fd = (self.Z_p - (self.section.depth ** 2 * self.section.web_thickness / 4)) * self.section.fy / gamma_m0 + # self.moment_capacity = m_d - beta(m_d - m_fd) + # else: + # self.moment_capacity = self.Z_e * self.section.fy / gamma_m0 + + #################### + """ + Load Considered + """ + ################# + self.load_moment = round( + max(self.load_moment_min, self.load.moment * 1000000), 2) # N + self.factored_axial_load = round( + max(self.load.axial_force * 1000, self.min_axial_load), 2) # N + self.fact_shear_load = round( + max(self.shear_load1, self.load.shear_force * 1000), 2) # N + + if self.factored_axial_load > self.axial_capacity: + self.logger.warning(' : The value of factored axial load exceeds the axial capacity, {} kN.'.format( + round(self.axial_capacity / 1000, 2))) + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") + self.member_capacity_status = False + else: + if self.fact_shear_load > self.shear_capacity: + self.logger.warning(' : The value of factored shear load exceeds by 0.6 times the shear capacity of the member, {} kN.'.format( + round(self.shear_capacity / 1000, 2))) + self.logger.error( + " : Design of members subjected to high shear is not recommended by Osdag. Design is UNSAFE. \n ") + self.logger.info(" :=========End Of design===========") + self.member_capacity_status = False + else: + if self.load_moment > self.section.moment_capacity: + self.member_capacity_status = False + self.logger.warning(' : The value of bending moment exceeds the moment capacity of the member, i.e. {} kNm.'.format( + round(self.section.moment_capacity / 1000000), 2)) + self.logger.error(" : Design is UNSAFE \n ") + self.logger.info(" : =========End of Design===========") + else: + self.member_capacity_status = True + print("axial load", self.factored_axial_load) + print("shear load", self.fact_shear_load) + print("moment", self.load_moment) + + self.get_bolt_diam() + + # ############################### + # if self.design_status == True: + # print("Preliminary member check is satisfactory. Doing bolt checks") + # self.get_bolt_diam(self) + # else: + # self.logger.error("Either decrease the loads or increase member size") + + ############################################################################################# + ## Function to get bolt diam ## + ############################################################################################ + + def get_bolt_diam(self, previous_size=None): + """" + Each diam size selected by user goes in a loop and gives no of bolts based on pitch, end dist and + section size, the bolt diam which gives minimum bolt numbers is selected + """ + self.lst1 = [] + self.lst2 = [] + + for x in self.bolt.bolt_diameter: + if VALUES_D == 'All': + if (self.section.flange_width/2 - self.section.web_thickness/2) < (2 * IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt.bolt_diameter[x], self.bolt.bolt_hole_type, self.bolt.edge_type)): + self.logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' + ' Provide a different section or bolt list.') + elif VALUES_D == 'Customized': + if (self.section.flange_width/2 - self.section.web_thickness/2) < (2 * IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt.bolt_diameter[x], self.bolt.bolt_hole_type, self.bolt.edge_type)): + for i in self.bolt.bolt_diameter: + if i == 8: + self.logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' + ' Provide a different section or bolt list.') + else: + self.logger.warning('Sufficient space is not available to accommodate the bolt(s) from the defined list of bolt diameters.' + ' Provide a different section or bolt list.') + + self.pitch = IS800_2007.cl_10_2_2_min_spacing(x) + self.end_dist = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + x, self.bolt.bolt_hole_type, self.bolt.edge_type), 5) + print("Bolt diam: ", x, "Pitch: ", + self.pitch, "End-dist: ", self.end_dist) + + ########## no of bolts along each side of web and flange ################## + """ + nbw = no of bolts along web on each side + nbw * 2 = total no of bolts along web + + nbf = no of bolts along flange on one side of a flange + nbf * 4 = total no of bolts along flange ------ for flush + nbf * 8 = total no of bolts along flange ------ for extended + + """ + self.n_bw = int(math.floor( + ((self.section.depth - (2 * self.section.flange_thickness + (2 * self.end_dist))) / self.pitch) + 1)) + + if ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist): + continue + + elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist) and \ + ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist + self.pitch): + self.n_bf = 1 + self.p_2_flange = ( + self.section.flange_width / 2 - self.section.web_thickness / 2 - self.end_dist) + + elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist + self.pitch): + self.n_bf = int(math.floor((((self.section.flange_width / 2) - ( + (self.section.web_thickness / 2) + (2 * self.end_dist))) / self.pitch) + 1)) + if self.n_bf % 2 == 0: + if self.n_bf == 2: + self.p_2_flange = (self.section.flange_width / 2) - \ + (self.section.web_thickness / 2) - (2 * self.end_dist) + else: + self.p_2_flange = (self.section.flange_width / 2) - ( + self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 2) * self.pitch) + else: + if self.n_bf == 3: + self.p_2_flange = ((self.section.flange_width / 2) - ( + self.section.web_thickness / 2) - (2 * self.end_dist)) / 2 + else: + self.p_2_flange = ((self.section.flange_width / 2) - (self.section.web_thickness / 2) - ( + 2 * self.end_dist) - ((self.n_bf - 3) * self.pitch)) / 2 + + if self.n_bw == 1: + continue + + print("no bolts web: ", self.n_bw, "no bolts flange: ", self.n_bf) + + if self.connection == 'Flush End Plate': + # if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 + # elif self.n_bf > 1: + # self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 + else: + if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + 4 + else: + # if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + \ + (self.n_bf-1) * 4 + self.n_bf*4 + # elif self.n_bf > 1: + # self.no_bolts = self.n_bw * 2 + (self.n_bf-1) * 4 + self.n_bf*4 + print("no of bolts: ", self.no_bolts) + + ######### pitch 2 along web ################## + if self.n_bw % 2 == 0: + if self.n_bw == 2: + self.p_2_web = ( + self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist) + else: + self.p_2_web = self.section.depth - (2 * self.section.flange_thickness) - ( + 2 * self.end_dist) - ((self.n_bw - 2) * self.pitch) + else: + if self.n_bw == 3: + self.p_2_web = ((self.section.depth) - (2 * self.section.flange_thickness) - ( + 2 * self.end_dist)) / 2 + else: + self.p_2_web = (self.section.depth - (2 * self.section.flange_thickness) - ( + 2 * self.end_dist) - ((self.n_bw - 3) * self.pitch)) / 2 + print("p_2_web: ", self.p_2_web, "p_2_flange: ", self.p_2_flange) + + ############# y_max and y square ################ + """ + y_sqr is calculated as square of distance from center of bottom flange to each bolt centre + """ + if self.connection == 'Flush End Plate': + self.y_max = self.section.depth - 3/2 * \ + self.section.flange_thickness - self.end_dist + else: + self.y_max = self.section.depth - self.section.flange_thickness/2 + self.end_dist + print("y_max", self.y_max) + + if self.connection == 'Flush End Plate': + if self.n_bw % 2 == 0: + # TODO: This part can be removed + if self.n_bw == 2: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness/2 + self.end_dist)**2 + self.y_sqr2 = self.n_bf * \ + (self.section.flange_thickness/2 + + self.end_dist + self.p_2_web)**2 + self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness/2 + self.end_dist)**2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw/2)): + self.y_sq2 = ( + self.section.flange_thickness/2 + self.end_dist + i * self.pitch)**2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + # return self.y_sqr2 + + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness/2 + self.end_dist + + ((self.n_bw/2)-1) * self.pitch + self.p_2_web)**2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = 0 + for i in range(1, int(self.n_bw/2)): + self.y_sq4 = (self.section.flange_thickness/2 + self.end_dist + ( + (self.n_bw/2)-1) * self.pitch + self.p_2_web + i * self.pitch)**2 + self.y_sqr4 = self.y_sqr4 + self.y_sq4 + + self.y_sqr4 = self.y_sqr4 + \ + (self.n_bf - 1) * self.y_sq4 + print("y_sqr4", self.y_sqr4) + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) + print("y_sqr", self.y_sqr) + else: + # TODO: This part can be removed + if self.n_bw == 3: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = (self.section.flange_thickness / + 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * \ + (self.section.flange_thickness / 2 + + self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw/2 - 0.5)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + # print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 + # print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 + # print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = 0 + for i in range(1, int(self.n_bw/2 - 0.5)): + self.y_sq5 = (self.section.flange_thickness/2 + self.end_dist + ( + (self.n_bw/2)-1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch)**2 + self.y_sqr5 = self.y_sqr5 + self.y_sq5 + + self.y_sqr5 = self.y_sqr5 + \ + (self.n_bf - 1) * self.y_sq5 + print("y_sqr5", self.y_sqr5) + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) + print("y_sqr", self.y_sqr) + else: + if self.n_bw % 2 == 0: + # TODO: minimum no of bolts rows for extended end plate is 4 + # TODO: This part can be removed + if self.n_bw == 2: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = self.n_bf * \ + (self.section.flange_thickness / 2 + + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * \ + (1.5 * self.section.flange_thickness + + 3 * self.end_dist + self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw / 2)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + # print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 + # print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = 0 + for i in range(1, int(self.n_bw / 2)): + self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 + self.y_sqr4 = self.y_sqr4 + self.y_sq4 + + self.y_sqr4 = self.y_sqr4 + \ + (self.n_bf - 1) * self.y_sq4 + print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( + self.n_bw - 2)*self.pitch + self.p_2_web) ** 2 + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) + print("y_sqr", self.y_sqr) + else: + # TODO: This part can be removed + if self.n_bw == 3: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = (self.section.flange_thickness / + 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * \ + (self.section.flange_thickness / 2 + + self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr4 = self.n_bf * \ + (1.5 * self.section.flange_thickness + + 3 * self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 + print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = 0 + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 + self.y_sqr5 = self.y_sqr5 + self.y_sq5 + + self.y_sqr5 = self.y_sqr5 + \ + (self.n_bf - 1) * self.y_sq5 + print("y_sqr5", self.y_sqr5) + + self.y_sqr6 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( + self.n_bw - 3)*self.pitch + 2 * self.p_2_web) ** 2 + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + + self.y_sqr4 + self.y_sqr5 + self.y_sqr6) + print("y_sqr", self.y_sqr) + + self.t_b = round((self.factored_axial_load / self.no_bolts) + + (self.load_moment * self.y_max) / self.y_sqr, 2) + + self.bolt.calculate_bolt_tension_capacity( + bolt_diameter_provided=x, bolt_grade_provided=(self.bolt.bolt_grade[-1])) + + print("T_b: ", self.t_b, "Bolt tension capacity: ", + self.bolt.bolt_tension_capacity) + if self.t_b < self.bolt.bolt_tension_capacity: + # self.lst1.append(x) + # self.lst2.append(self.no_bolts) + if previous_size is None: + self.lst1.append(x) + self.lst2.append(self.no_bolts) + print("List1, List2", self.lst1, self.lst2) + else: + # self.prev_dia = (previous_size) + if previous_size != x and previous_size > x: + self.lst1.append(x) + self.lst2.append(self.no_bolts) + print("after prev size, lst1, lst2", + self.lst1, self.lst2) + print("excluded diam", previous_size) + print(self.lst1) + # self.lst1.pop(self.prev_dia) + else: + pass + self.res = dict(zip(self.lst1, self.lst2)) + else: + pass + + if len(self.lst1) != 0: + self.key_min = min(self.res, key=self.res.get) + self.bolt_diam_provided = self.key_min + # return self.bolt_diam_provided + print("diam list", self.lst1) + print("no of bolts list", self.lst2) + print("dict", self.res) + print("Bolt diam prov", self.bolt_diam_provided) + print("Selecting bolt grade") + # self.get_bolt_grade(self) + self.design_status = True + self.bolt_dia_status = True + self.get_bolt_grade() + + else: + if KEY_D == 'Customized': + self.design_status = False + self.bolt_dia_status = False + self.logger.error("Try different bolt diameter") + + elif self.connection == "Flush End Plate": + self.design_status = False + self.bolt_dia_status = False + self.logger.error( + "The number of bolts for given bolt size(s) are not sufficient to cater for the given section and loads combination.") + self.logger.info( + "Try different material or try Extended Both Ways Connection") + # + # elif self.load_moment > self.section.moment_capacity and self.factored_axial_load > self.axial_capacity: + # self.design_status = False + # self.logger.error("change given load combi") + + else: + self.design_status = False + self.bolt_dia_status = False + self.logger.error( + "The number of bolt row(s) are not sufficient to cater for the given section and load combination.") + self.logger.info("Try Cover Plate connection.") + + ############################################################################################################# + ## Function to get Bolt grade ## + ############################################################################################################### + + def get_bolt_grade(self): + """" + Bolt size selected in upper function is checked with each bolt grade and the minimum + bolt grade which passes the check is selected + """ + self.lst3 = [] + + # self.lst2 = [] + # for (x,y) in (self.bolt.bolt_diameter,self.bolt.bolt_grade): + # TODO: function can be reduced, with top down approach, see Deepthi's code + for x in reversed(self.bolt.bolt_grade): + self.pitch = IS800_2007.cl_10_2_2_min_spacing( + self.bolt_diam_provided) + self.end_dist = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + self.bolt_diam_provided, self.bolt.bolt_hole_type, self.bolt.edge_type), 5) + print("Bolt diam: ", self.bolt_diam_provided, "Pitch: ", + self.pitch, "End-dist: ", self.end_dist) + + ########## no of bolts along each side of web and flange ################## + + self.n_bw = int(math.floor( + ((self.section.depth - (2 * self.section.flange_thickness + (2 * self.end_dist))) / self.pitch) + 1)) + # print("n_bw",self.n_bw) + if ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist): + continue + + elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist) and ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) < (2 * self.end_dist + self.pitch): + self.n_bf = 1 + self.p_2_flange = round( + (self.section.flange_width / 2 - self.section.web_thickness / 2 - self.end_dist), 2) + + elif ((self.section.flange_width / 2) - (self.section.web_thickness / 2)) >= (2 * self.end_dist + self.pitch): + self.n_bf = int(math.floor((((self.section.flange_width / 2) - ( + (self.section.web_thickness / 2) + (2 * self.end_dist))) / self.pitch) + 1)) + if self.n_bf % 2 == 0: + if self.n_bf == 2: + self.p_2_flange = round((self.section.flange_width / 2) - ( + self.section.web_thickness / 2) - (2 * self.end_dist), 2) + else: + self.p_2_flange = round((self.section.flange_width / 2) - ( + self.section.web_thickness / 2) - (2 * self.end_dist) - ((self.n_bf - 2) * self.pitch), 2) + else: + if self.n_bf == 3: + self.p_2_flange = round(((self.section.flange_width / 2) - ( + self.section.web_thickness / 2) - (2 * self.end_dist)) / 2, 2) + else: + self.p_2_flange = round(((self.section.flange_width / 2) - (self.section.web_thickness / 2) - ( + 2 * self.end_dist) - ((self.n_bf - 3) * self.pitch)) / 2, 2) + + if self.connection == 'Flush End Plate': + self.n_bf_output = self.n_bf * 4 + else: + self.n_bf_output = self.n_bf * 8 + + # print("n_bf",self.n_bf) + print("In bolt grade loop, grade = ", x) + + print("no bolts web", self.n_bw, "no bolts flange", self.n_bf) + + ############################################################# + # added images to reflect in output dock + ############################################################# + + IMAGE_DIR = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images" + ) + if self.n_bw % 2 == 0: + if self.n_bw == 2: + self.image_web = str( + files("osdag_core.data.ResourceFiles.images").joinpath("flush_2rows.png")) + else: + self.image_web = str( + files("osdag_core.data.ResourceFiles.images").joinpath("flush_n_even.png")) + else: + if self.n_bw == 3: + self.image_web = str( + files("osdag_core.data.ResourceFiles.images").joinpath("flush_3_rows.png")) + else: + self.image_web = str( + files("osdag_core.data.ResourceFiles.images").joinpath("flush_n_odd.png")) + + # FLANGE IMAGE + if self.connection == 'Flush End Plate': + + if self.n_bf % 2 == 0: + if self.n_bf == 2: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_2_bolt_flush.png")) + else: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_even_bolt_flush.png")) + else: + if self.n_bf == 1: + self.image_flange = str( + files("osdag_core.data.ResourceFiles.images").joinpath("flange_1_bolt.png")) + elif self.n_bf == 3: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_3_bolt_flush.png")) + else: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_odd_bolt_flush.png")) + else: + + if self.n_bf % 2 == 0: + if self.n_bf == 2: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_2_bolt_extended.png")) + else: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_even_bolt_extended.png")) + else: + if self.n_bf == 1: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_1_bolt_extended.png")) + elif self.n_bf == 3: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_3_bolt_extended.png")) + else: + self.image_flange = str(files("osdag_core.data.ResourceFiles.images").joinpath( + "flange_odd_bolt_extended.png")) + + if self.connection == 'Flush End Plate': + # if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + (self.n_bf - 1) * 4 + else: + if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + 4 + else: + # if self.n_bf == 1: + self.no_bolts = self.n_bw * 2 + \ + (self.n_bf - 1) * 4 + self.n_bf * 4 + print("no of bolts", self.no_bolts) + + ######### pitch 2 along web ################## + if self.n_bw % 2 == 0: + if self.n_bw == 2: + self.p_2_web = ( + self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist) + else: + self.p_2_web = self.section.depth - \ + (2 * self.section.flange_thickness) - \ + (2 * self.end_dist) - ((self.n_bw - 2) * self.pitch) + else: + if self.n_bw == 3: + self.p_2_web = ( + (self.section.depth) - (2 * self.section.flange_thickness) - (2 * self.end_dist)) / 2 + else: + self.p_2_web = (self.section.depth - (2 * self.section.flange_thickness) - ( + 2 * self.end_dist) - ((self.n_bw - 3) * self.pitch)) / 2 + print("p_2_web_prov", self.p_2_web, + "p_2_flange_prov", self.p_2_flange) + + ############# y_max and y square ################ + """ + This part is repeated for bolt diam selected, otherwise it will take valve + of y_sqr as for max bolt in bolt list provided by user + """ + if self.connection == 'Flush End Plate': + self.y_max = self.section.depth - 3 / 2 * \ + self.section.flange_thickness - self.end_dist + else: + self.y_max = self.section.depth - self.section.flange_thickness / 2 + self.end_dist + print("y_max", self.y_max) + + if self.connection == 'Flush End Plate': + if self.n_bw % 2 == 0: + # TODO: This part can be removed + if self.n_bw == 2: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = self.n_bf * ( + self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr = 2 * (self.y_sqr1 + self.y_sqr2) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw / 2)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + # return self.y_sqr2 + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = 0 + for i in range(1, int(self.n_bw / 2)): + self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 + self.y_sqr4 = self.y_sqr4 + self.y_sq4 + self.y_sqr4 = self.y_sqr4 + \ + (self.n_bf - 1) * self.y_sq4 + print("y_sqr4", self.y_sqr4) + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) + print("y_sqr", self.y_sqr) + else: + # TODO: This part can be removed + if self.n_bw == 3: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = (self.section.flange_thickness / + 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * ( + self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) + else: + + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 + print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = 0 + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 + self.y_sqr5 = self.y_sqr5 + self.y_sq5 + self.y_sqr5 = self.y_sqr5 + \ + (self.n_bf - 1) * self.y_sq5 + print("y_sqr5", self.y_sqr5) + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) + print("y_sqr", self.y_sqr) + else: + if self.n_bw % 2 == 0: + # TODO: minimum no of bolts rows for extended end plate is 4 + # TODO: This part can be removed + if self.n_bw == 2: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = self.n_bf * ( + self.section.flange_thickness / 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * ( + 1.5 * self.section.flange_thickness + 3 * self.end_dist + self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3) + else: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + + for i in range(1, int(self.n_bw / 2)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web) ** 2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = 0 + for i in range(1, int(self.n_bw / 2)): + self.y_sq4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1) * self.pitch + self.p_2_web + i * self.pitch) ** 2 + self.y_sqr4 = self.y_sqr4 + self.y_sq4 + self.y_sqr4 = self.y_sqr4 + \ + (self.n_bf - 1) * self.y_sq4 + print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( + self.n_bw - 2) * self.pitch + self.p_2_web) ** 2 + + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + + self.y_sqr3 + self.y_sqr4 + self.y_sqr5) + print("y_sqr", self.y_sqr) + else: + # TODO: This part can be removed + if self.n_bw == 3: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + self.y_sqr2 = (self.section.flange_thickness / + 2 + self.end_dist + self.p_2_web) ** 2 + self.y_sqr3 = self.n_bf * ( + self.section.flange_thickness / 2 + self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr4 = self.n_bf * ( + 1.5 * self.section.flange_thickness + 3 * self.end_dist + 2 * self.p_2_web) ** 2 + self.y_sqr = 2 * \ + (self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4) + else: + self.y_sqr1 = self.n_bf * \ + (self.section.flange_thickness / 2 + self.end_dist) ** 2 + print("y_sqr1", self.y_sqr1) + + self.y_sqr2 = 0 + + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq2 = ( + self.section.flange_thickness / 2 + self.end_dist + i * self.pitch) ** 2 + self.y_sqr2 = self.y_sqr2 + self.y_sq2 + print("y_sqr2", self.y_sqr2) + + self.y_sqr3 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + self.p_2_web) ** 2 + print("y_sqr3", self.y_sqr3) + + self.y_sqr4 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web) ** 2 + print("y_sqr4", self.y_sqr4) + + self.y_sqr5 = 0 + for i in range(1, int(self.n_bw / 2 - 0.5)): + self.y_sq5 = (self.section.flange_thickness / 2 + self.end_dist + ( + (self.n_bw / 2) - 1.5) * self.pitch + 2 * self.p_2_web + i * self.pitch) ** 2 + self.y_sqr5 = self.y_sqr5 + self.y_sq5 + self.y_sqr5 = self.y_sqr5 + \ + (self.n_bf - 1) * self.y_sq5 + print("y_sqr5", self.y_sqr5) + + self.y_sqr6 = self.n_bf * (1.5 * self.section.flange_thickness + 3 * self.end_dist + ( + self.n_bw - 3) * self.pitch + 2 * self.p_2_web) ** 2 + + self.y_sqr = 2 * ( + self.y_sqr1 + self.y_sqr2 + self.y_sqr3 + self.y_sqr4 + self.y_sqr5 + self.y_sqr6) + print("y_sqr", self.y_sqr) + + self.t_b = round((self.factored_axial_load / self.no_bolts) + + (self.load_moment * self.y_max) / self.y_sqr, 2) + + self.bolt.calculate_bolt_tension_capacity( + bolt_diameter_provided=self.bolt_diam_provided, bolt_grade_provided=x) + # + # if self.design_status: + # self.lst3.append(x) + # # self.lst2.append(y) + # self.bolt_grade_provided = min(self.lst3) + print("T_b: ", self.t_b, "Bolt tension capacity: ", + self.bolt.bolt_tension_capacity) + if self.t_b < self.bolt.bolt_tension_capacity: + self.lst3.append(x) + else: + pass + + if len(self.lst3) != 0: + self.bolt_grade_provided = min(self.lst3) + # return self.bolt_diam_provided + self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided) + print("bolt grade", self.bolt_grade_provided) + # self.get_bolt_grade(self) + self.design_status = True + self.bolt_grade_status = True + print("1", self.bolt.bolt_tension_capacity) + self.plate_details() + + else: + self.design_status = False + self.logger.error("Bolt grade selection failure!") + + ######################################################################################################## + + ######################################################################################################## + ## Function to get plate thickness ## + ######################################################################################################### + def plate_details(self): + ############################## Prying Force ####################################################### + self.q = (round(self.bolt.bolt_tension_capacity / + 1000, 2) - round(self.t_b / 1000, 2)) + self.lv = self.end_dist # - (self.section.root_radius / 2) + self.le1 = self.end_dist + self.f_o = round((0.7 * self.bolt.bolt_fu), 2) + self.b_e = self.section.flange_width/(2 * self.n_bf) + if self.bolt.bolt_type == "Bearing Bolt": + bolt_tensioning = 'Non pre-tensioned' + self.beta_prying = 2 + else: + bolt_tensioning = 'Pre-tensioned' + self.beta_prying = 1 + + self.t_prying = ((round(self.t_b / 1000, 2) - (self.q * 2 * self.le1/float(self.lv))) * ( + (27 * self.le1 * (self.lv)**2)/(self.beta_prying * 1.5 * (self.f_o/1000) * self.b_e))) ** 0.25 + + ######################################################################################################## + + if self.connection == 'Flush End Plate': + self.plate_height = self.section.depth + else: + self.plate_height = self.section.depth + 4 * self.end_dist + self.plate_width = self.section.flange_width + self.y_2 = self.y_max - self.pitch + self.t_b2 = round((self.factored_axial_load / self.no_bolts) + + (self.load_moment * self.y_2) / self.y_sqr, 2) + + if self.connection == 'Flush End Plate': + if self.n_bf <= 1: + self.m_ep = max(0.5 * self.t_b * self.end_dist, + self.t_b2 * self.end_dist) + else: + self.m_ep = self.t_b * self.end_dist + else: + self.m_ep = self.t_b * self.end_dist + print("m_ep: ", self.m_ep) + + if self.pitch >= self.end_dist*2: + self.b_eff = self.end_dist*2 + elif self.pitch < self.end_dist*2: + self.b_eff = self.pitch + + gamma_m0 = 1.1 + self.lst_pl = [] + + for x in self.plate.thickness: + self.m_dp = self.b_eff * x**2 * self.plate.fy / (4 * gamma_m0) + print("m_dp: ", self.m_dp) + if self.m_dp > self.m_ep and x >= self.t_prying: + self.lst_pl.append(x) + print("plate list", self.lst_pl) + else: + pass + # self.design_status = False + # self.logger.error('Plate thickness provided is not sufficient') + # self.logger.info('Please select higher tplate thickness') + # self.bolt_capacities(self) + self.lst_4 = [] + # self.bolt_conn_plates_t_fu_fy = [] + # self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + for x in self.lst_pl: + + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append( + (x, self.plate.fu, self.plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (x, self.plate.fu, self.plate.fy)) + self.bolt.calculate_bolt_spacing_limits( + bolt_diameter_provided=self.bolt_diam_provided, conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + + # self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, + # bolt_grade_provided=self.bolt_grade_provided) + if self.connection == 'Flush End Plate': + self.v_sb = self.fact_shear_load / (2 * self.n_bw) + else: + self.v_sb = self.fact_shear_load / ((2 * self.n_bw) + 4) + + print("V_sb: ", self.v_sb, "Bolt capacity: ", + self.bolt.bolt_capacity) + + if self.v_sb < self.bolt.bolt_capacity: + self.lst_4.append(x) + else: + pass + + if len(self.lst_4) != 0: + self.plate_thickness_provided = min(self.lst_4) + # self.pl_thk = round(math.sqrt((self.m_ep * 4 * gamma_m0) / (self.b_eff * self.plate.fy)), 2) + self.le2 = ((1 * self.f_o / self.plate.fy) ** 0.5) * \ + 1.1 * self.plate_thickness_provided + self.m_dp_prov = self.b_eff * self.plate_thickness_provided ** 2 * \ + self.plate.fy / (4 * gamma_m0) + self.le = min(self.le1, self.le2) + self.prying_f = (round(self.t_b/1000, 2) - (1 * 1.5 * (round(self.f_o/1000, 2)) * + self.b_e * (self.plate_thickness_provided) ** 4)/(27 * self.le * (self.lv) ** 2)) + + # return self.bolt_diam_provided + print("Plate thickness prov", self.plate_thickness_provided) + # self.get_bolt_grade(self) + if self.connection == 'Flush End Plate': + self.stiff_ht = 0.0 + self.stiff_wt = 0.0 + self.t_s = 0.0 + self.weld_type = "N/A" + self.weld_size_prov = 'N/A' + if self.design_status: + self.plate_status = True + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) + self.bolt_tension = self.bolt.bolt_tension_capacity + self.bolt_cap = self.bolt.bolt_capacity + + self.prying_force = IS800_2007.cl_10_4_7_bolt_prying_force(self.t_b, self.lv, self.f_o, + self.b_e, + self.plate_thickness_provided, + self.section.fy, self.end_dist, + self.bolt.bolt_tensioning, eta=1.5) + + self.logger.info( + ": Overall Column End Plate connection design is SAFE \n") + self.logger.info(" :=========End Of design===========") + else: + self.logger.error( + ": Overall Column End Plate connection design is UNSAFE \n ") + self.logger.info(" :=========End Of design===========") + else: + # if 2 * self.end_dist >= 50: + self.stiffener_details() + # else: + # self.stiff_ht = 0.0 + # self.stiff_wt = 0.0 + # self.t_s = 0.0 + # self.weld_type = "None" + # self.design_status = True + # self.plate_details(self) + + else: + previous_diam = (self.bolt_diam_provided) + print(type(self.bolt_diam_provided)) + self.get_bolt_diam(previous_diam) + # self.design_status = False + # self.logger.error("Plate thickness provided is not satisfied") +############################################################################################################ + +########################################################################################## + #### Stiffener details #### +########################################################################################## + def stiffener_details(self): + gamma_m0 = 1.1 + gamma_mw = 1.25 + k = 0.7 + self.m_s = self.t_b * self.end_dist + + self.n = 10 + + self.a = 196 + self.b = -25 * self.n + self.c = self.n ** 2 + self.d = (self.t_b * self.end_dist * 4 * gamma_m0)/self.plate.fy + + coeff = [self.a, self.b, self.c, self.d] + + self.t_s = np.roots(coeff) + self.t_s = math.ceil(np.amax(self.t_s)) + if self.t_s < 6: + self.t_s = 6 + else: + pass + + self.h_s = 14 * self.t_s + + flange_weld_size_min = IS800_2007.cl_10_5_2_3_min_weld_size( + self.section.flange_thickness, self.t_s) + flange_weld_throat_size = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( + fillet_size=flange_weld_size_min, fusion_face_angle=90) + flange_weld_throat_max = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(self.section.flange_thickness, + self.t_s) + + self.weld_length_avail = 2 * self.h_s - 2 * self.n + + self.weld_force_shear = ( + self.fact_shear_load)/(2 * flange_weld_throat_size * self.weld_length_avail) + self.weld_force_moment = ( + self.load_moment)/(2*((self.weld_length_avail / 2) ** 2 * flange_weld_throat_size)/6) + # capacity_unit_flange is the capacity of weld of unit throat thickness + capacity_unit_flange = (k * self.section.fu) / \ + (math.sqrt(3) * gamma_mw) # N/mm**2 or MPa + + self.resultant = math.sqrt( + self.weld_force_shear ** 2 + self.weld_force_moment ** 2) + + self.weld_size = self.resultant/capacity_unit_flange + + if 2*self.end_dist < 50: + self.stiff_ht = 0.0 + self.stiff_wt = 0.0 + self.t_s = 0.0 + self.weld_type = "None" + print("< 50 loop") + else: + if self.h_s < 100: + self.h_s = 100 + else: + self.h_s = self.h_s + + if self.weld_size <= 16: + self.weld_size_prov = self.weld_size + self.weld_type = "Fillet Weld" + self.t_s = self.t_s + self.stiff_wt = 2 * self.end_dist + self.stiff_ht = self.h_s + print(">50, fillet loop") + else: + self.weld_size_prov = 'N/A' + self.t_s = self.t_s + self.stiff_wt = 2 * self.end_dist + self.stiff_ht = self.h_s + self.weld_type = "Groove Weld" + print(">50, groove loop") + + if self.design_status: + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_diam_provided, + bolt_grade_provided=self.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) + self.bolt_tension = self.bolt.bolt_tension_capacity + self.bolt_cap = self.bolt.bolt_capacity + self.logger.info( + ": Overall Column End Plate connection design is SAFE \n") + self.logger.info(" :=========End Of design===========") + else: + self.logger.error( + ": Overall Column End Plate connection design is UNSAFE \n ") + self.logger.info(" :=========End Of design===========") + + +######################################################## + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('End Plate', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + ui = getattr(ui, "ui", ui) + from PySide6.QtWidgets import QCheckBox + from PySide6.QtCore import Qt + frame = getattr(ui, "frame", None) + if frame: + for chkbox in frame.children(): + if chkbox.objectName() == 'Column End Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(Qt.Unchecked) + ui.commLogicObj.display_3DModel("Connector", bgcolor) + +##################################################################### + ### Output Dict ### +##################################################################### + + def results_to_test(self): + # test_input = {KEY_MODULE : self.module, + # KEY_MAIN_MODULE: self.mainmodule, + # KEY_DISP_SEC_PROFILE: "ISection", + # KEY_DISP_BEAMSEC: self.section.designation, + # KEY_MATERIAL: self.section.material, + # KEY_SEC_FU: self.section.fu, + # KEY_SEC_FY: self.section.fy, + # KEY_D: self.bolt.bolt_diameter, + # KEY_GRD: self.bolt.bolt_grade, + # KEY_TYP: self.bolt.bolt_type, + # KEY_PLATETHK: self.plate.thickness, + # KEY_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + # KEY_DP_BOLT_SLIP_FACTOR: self.bolt.mu_f, + # KEY_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + # KEY_DP_DETAILING_GAP: self.plate.gap, + # KEY_DP_DETAILING_CORROSIVE_INFLUENCES: self.bolt.corrosive_influences} + if self.bolt.bolt_type == TYP_BEARING: + pass + else: + self.bolt.bolt_bearing_capacity = 0.0 + test_output = {KEY_MEMBER_MOM_CAPACITY: round(self.section.moment_capacity / 1000000, 2), + KEY_MEMBER_SHEAR_CAPACITY: round(self.shear_capacity / 1000, 2), + KEY_MEMBER_AXIALCAPACITY: round(self.axial_capacity / 1000, 2), + + # applied loads + KEY_DISP_APPLIED_AXIAL_FORCE: round(self.factored_axial_load / 1000, 2), + KEY_DISP_APPLIED_SHEAR_LOAD: round(self.fact_shear_load / 1000, 2), + KEY_DISP_APPLIED_MOMENT_LOAD: round(self.load_moment / 1000000, 2), + + # bolt_capacity + KEY_OUT_BOLT_SHEAR: round(self.bolt.bolt_shear_capacity / 1000, 2), + KEY_OUT_BOLT_BEARING: round(self.bolt.bolt_bearing_capacity / 1000, 2), + KEY_OUT_BOLT_CAPACITY: round(self.bolt.bolt_capacity / 1000, 2), + KEY_OUT_BOLT_TENSION_CAPACITY: round(self.bolt.bolt_tension_capacity / 1000, 2), + KEY_Y_SQR: round(self.y_sqr, 2), + KEY_BOLT_TENSION: round(self.t_b, 2), + KEY_BOLT_SHEAR: round(self.v_sb, 2), + + # detailng + KEY_D: self.bolt_diam_provided, + KEY_GRD: self.bolt_grade_provided, + KEY_OUT_PITCH: self.pitch, + KEY_OUT_END_DIST: self.end_dist, + KEY_OUT_NO_BOLTS_WEB: (self.n_bw), + KEY_OUT_NO_BOLTS_FLANGE: (self.n_bf), + KEY_OUT_NO_BOLTS: round(self.no_bolts), + KEY_P2_WEB: self.p_2_web, + KEY_P2_FLANGE: self.p_2_flange, + + # plate + KEY_OUT_PLATETHK: self.plate_thickness_provided, + KEY_OUT_PLATE_HEIGHT: self.plate_height, + KEY_OUT_PLATE_LENGTH: self.plate_width, + KEY_OUT_PLATE_MOM_CAPACITY: round(self.m_dp/1000000, 2), + KEY_PLATE_MOMENT: round(self.m_ep/1000000, 2), + + # stiffener + KEY_OUT_STIFFENER_HEIGHT: self.stiff_ht, + KEY_OUT_STIFFENER_WIDTH: self.stiff_wt, + KEY_OUT_STIFFENER_THICKNESS: self.t_s, + KEY_OUT_WELD_TYPE: self.weld_type} + return test_output + + @staticmethod + def grdval_customized(): + b = VALUES_GRD_CUSTOMIZED + return b + + @staticmethod + def diam_bolt_customized(): + c = connectdb1() + return c + + @staticmethod + def endplate_thick_customized(): + d = VALUES_COLUMN_ENDPLATE_THICKNESS_CUSTOMIZED + return d + + @staticmethod + def limiting_width_thk_ratio(column_f_t, column_t_w, D, column_b, column_fy, factored_axial_force, + column_area, compression_element, section): + column_d = D - (2 * column_f_t) + epsilon = float(math.sqrt(250 / column_fy)) + axial_force_w = int( + ((D - 2 * (column_f_t)) * column_t_w * factored_axial_force) / (column_area)) # N + + des_comp_stress_web = column_fy + des_comp_stress_section = column_fy + avg_axial_comp_stress = axial_force_w / \ + ((D - 2 * column_f_t) * column_t_w) + r1 = avg_axial_comp_stress / des_comp_stress_web + r2 = avg_axial_comp_stress / des_comp_stress_section + a = column_b / column_f_t + # column_d = D - 2(column_f_t) + # compression_element=["External","Internal","Web of an I-H" ,"box section" ] + # section=["rolled","welded","compression due to bending","generally", "Axial compression" ] + # section = "rolled" + if compression_element == "External" or compression_element == "Internal": + if section == "Rolled": + if column_b * 0.5 / column_f_t <= 9.4 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 10.5 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 15.7 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + elif section == "welded": + if column_b * 0.5 / column_f_t <= 8.4 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 9.4 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 13.6 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + # else: + # print('fail') + elif section == "compression due to bending": + if column_b * 0.5 / column_f_t <= 29.3 * epsilon: + class_of_section1 = "plastic" + elif column_b * 0.5 / column_f_t <= 33.5 * epsilon: + class_of_section1 = "compact" + # elif column_b * 0.5 / column_f_t <= 42 * epsilon: + # class_of_section1 = "semi-compact" + else: + class_of_section1 = "semi-compact" + # else: + + elif compression_element == "Web of an I-H" or compression_element == "box section": + if section == "generally": + if r1 < 0: + if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "plastic" + elif column_d / column_t_w <= (max(105 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "compact" + else: + class_of_section1 = "semi-compact" + # else: + # print('fail') + # print("class_of_section3", class_of_section) + elif r1 > 0: + if column_d / column_t_w <= max((84 * epsilon / (1 + r1)), (42 * epsilon)): + class_of_section1 = "plastic" + elif column_d / column_t_w <= max((105 * epsilon / (1 + (r1 * 1.5))), ( + 42 * epsilon)): + class_of_section1 = "compact" + else: + class_of_section1 = "semi-compact" + + elif section == "Axial compression": + if column_d / column_t_w <= (42 * epsilon): + class_of_section1 = "semi-compact" + else: + class_of_section1 = "N/A" + + print("class_of_section", class_of_section1) + if class_of_section1 == "plastic": + class_of_section1 = 1 + elif class_of_section1 == "compact": + class_of_section1 = 2 + elif class_of_section1 == "semi-compact": + class_of_section1 = 3 + # else: + # print('fail') + print("class_of_section2", class_of_section1) + + return class_of_section1 + + print("class_of_section1", class_of_section1) + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + t6 = (KEY_PLATETHK, self.endplate_thick_customized) + list1.append(t6) + return list1 + ################################ Design Report ##################################################################################### + + +# def save_design(self, popup_summary): + + def save_design(self, popup_summary): + # print("2",self.bolt.bolt_tension_capacity) + + self.report_supporting = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_BEAMSEC: self.section.designation, + KEY_DISP_MATERIAL: self.section.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.section.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.section.fy, + KEY_REPORT_MASS: self.section.mass, + KEY_REPORT_AREA: round(self.section.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section.depth, + KEY_REPORT_WIDTH: self.section.flange_width, + KEY_REPORT_WEB_THK: self.section.web_thickness, + KEY_REPORT_FLANGE_THK: self.section.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section.flange_slope, + KEY_REPORT_R1: self.section.root_radius, + KEY_REPORT_R2: self.section.toe_radius, + KEY_REPORT_IZ: self.section.mom_inertia_z * 1e-4, + KEY_REPORT_IY: self.section.mom_inertia_y * 1e-4, + KEY_REPORT_RZ: round(self.section.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: self.section.elast_sec_mod_z * 1e-3, + KEY_REPORT_ZEY: self.section.elast_sec_mod_y * 1e-3, + KEY_REPORT_ZPZ: self.section.plast_sec_mod_z * 1e-3, + KEY_REPORT_ZPY: self.section.plast_sec_mod_y * 1e-3} + + self.report_input = \ + {KEY_MODULE: self.module, + KEY_MAIN_MODULE: self.mainmodule, + # KEY_CONN: self.connectivity, + KEY_DISP_MOMENT: self.load.moment, + KEY_DISP_SHEAR: self.load.shear_force, + KEY_DISP_AXIAL: self.load.axial_force, + + "Column Section - Mechanical Properties": "TITLE", + "Section Details": self.report_supporting, + + "Bolt Details - Input and Design Preference": "TITLE", + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), + KEY_DISP_TYP: self.bolt.bolt_type, + KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, + KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, + + "Detailing - Design Preference": "TITLE", + KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences} + + self.report_check = [] + self.Pmc = self.section.plastic_moment_capactiy + self.Mdc = self.section.moment_d_def_criteria + h = self.section.depth - (2 * self.section.flange_thickness) + + if self.member_capacity_status is True and self.bolt_dia_status is True: + + kb_disp = round(self.bolt.kb, 2) + self.bolt.calculate_bolt_tension_capacity( + bolt_diameter_provided=self.bolt_diam_provided, bolt_grade_provided=self.bolt_grade_provided) + # self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt_grade_provided, bolt_grade_provided=self.bolt_grade_provided, + # conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1) + bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) + bolt_shear_capacity_kn = round( + self.bolt.bolt_shear_capacity / 1000, 2) + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt_conn_plates_t_fu_fy.append( + (self.plate_thickness_provided, self.plate.fu, self.plate.fy)) + self.plate_thickness = [ + self.plate_thickness_provided, self.plate_thickness_provided] + self.prying_force = IS800_2007.cl_10_4_7_bolt_prying_force(self.t_b, self.lv, self.f_o, + self.b_e, + self.plate_thickness_provided, + self.section.fy, self.end_dist, + self.bolt.bolt_tensioning, eta=1.5) + if self.prying_f <= 0.0: + self.prying_f = int(0.0) + else: + self.prying_f = self.prying_f + self.tension_demand = round( + self.t_b / 1000, 2) + round(self.prying_f, 2) + else: + pass + + t1 = ('SubSection', 'Member Capacity', + '|p{4cm}|p{3.5cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + t1 = ( + SECTION_CLASSIFICATION, "", cl_3_7_2_section_classification(class_of_section=self.class_of_section), "") + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_AXIAL_CAPACITY, int(self.load.axial_force), + + cl_6_2_tension_yield_capacity_member(l=None, t=None, f_y=self.section.fy, gamma=gamma_m0, + T_dg=round(self.axial_capacity / 1000, 2), multiple=None, + area=round(self.section.area, 2)), get_pass_fail(self.load.axial_force, self.axial_capacity, relation='leq')) + self.report_check.append(t1) + + # self.shear_capacity1 = round(((self.section.depth - (2 * self.section.flange_thickness)) * + # self.section.web_thickness * self.section.fy) / (math.sqrt(3) * gamma_m0), 2) + + t1 = (KEY_OUT_DISP_SHEAR_CAPACITY, int(self.load.shear_force), + cl_8_4_shear_yielding_capacity_member(h=h, t=self.section.web_thickness, + f_y=self.section.fy, gamma_m0=gamma_m0, + V_dg=round(self.shear_capacity / 1000, 2)), get_pass_fail(self.load.shear_force, self.shear_capacity, relation='leq')) + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_PLASTIC_MOMENT_CAPACITY, '', + cl_8_2_1_2_plastic_moment_capacity_member(beta_b=round(self.beta_b, 2), + Z_p=round(self.Z_p, 2), + f_y=self.section.fy, + gamma_m0=gamma_m0, + Pmc=round(self.Pmc / 1000000, 2)), '') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_MOMENT_D_DEFORMATION, '', cl_8_2_1_2_deformation_moment_capacity_member( + fy=self.section.fy, Z_e=round(self.section.elast_sec_mod_z, 2), Mdc=round(self.Mdc / 1000000, 2)), '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_MOMENT_CAPACITY, int(self.load.moment), + cl_8_2_moment_capacity_member(Pmc=round(self.Pmc / 1000000, 2), + Mdc=round(self.Mdc / 1000000, 2), + M_c=round(self.section.moment_capacity / 1000000, 2)), get_pass_fail(self.load.moment, self.section.moment_capacity, relation='leq')) + self.report_check.append(t1) + + if self.member_capacity_status is True: + t1 = ('SubSection', 'Load Consideration', + '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + ##### INTERACTION RATIO####### + + t1 = (KEY_INTERACTION_RATIO, '', ir_sum_bb_cc(Al=self.load.axial_force, M=self.load.moment, + A_c=round( + self.axial_capacity / 1000, 2), + M_c=round( + self.section.moment_capacity / 1000000, 2), + IR_axial=round(self.IR_axial, 2), IR_moment=round(self.IR_moment, 2), + sum_IR=round(self.sum_IR, 2)), '') + self.report_check.append(t1) + ############################# + #### Min load Required ############### + t2 = (MIN_LOADS_REQUIRED, min_loads_required(conn="beam_beam"), + min_loads_provided(min_ac=round(self.min_axial_load / 1000, 2), + min_mc=round( + self.load_moment_min / 1000000, 2), + conn="beam_beam"), '') + self.report_check.append(t2) + + ############################# + t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, self.load.axial_force, + prov_axial_load(axial_input=self.load.axial_force, min_ac=round(self.min_axial_load / 1000, 2), + app_axial_load=round( + self.factored_axial_load / 1000, 2), + axial_capacity=round(self.axial_capacity / 1000, 2)), '') + + self.report_check.append(t1) + V_dy = round(self.shear_capacity / 0.6 / 1000, 2) + t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, + prov_shear_load(shear_input=self.load.shear_force, min_sc=round(self.shear_load1 / 1000, 2), + app_shear_load=round( + self.fact_shear_load / 1000, 2), + shear_capacity_1=V_dy), "") + self.report_check.append(t1) + t1 = (KEY_DISP_APPLIED_MOMENT_LOAD, self.load.moment, + prov_moment_load(moment_input=self.load.moment, min_mc=round(self.load_moment_min / 1000000, 2), + app_moment_load=round( + self.load_moment / 1000000, 2), + moment_capacity=round(self.section.moment_capacity / 1000000, 2), moment_capacity_supporting=0.0), "") + self.report_check.append(t1) + + if self.member_capacity_status is True and self.bolt_dia_status is True: + t1 = ('SubSection', ' Bolt Check', + '|p{3cm}|p{6.3cm}|p{5.7cm}|p{1cm}|') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimization", + display_prov(self.bolt_diam_provided, "d"), '') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_GRD_PROVIDED, "Bolt Grade Optimization", + self.bolt_grade_provided, '') + self.report_check.append(t1) + + t1 = (KEY_DISP_BOLT_HOLE, " ", display_prov( + self.bolt.dia_hole, "d_0"), '') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_NO_BOLTS_WEB, + no_of_bolts_along_web(D=self.section.depth, T_f=self.section.flange_thickness, e=self.end_dist, + p=self.pitch, n_bw=2 * self.n_bw), + self.n_bw * 2, get_pass_fail(self.n_bw, self.n_bw, relation='leq')) + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_NO_BOLTS_FLANGE, + no_of_bolts_along_flange(b=self.section.flange_width, T_w=self.section.web_thickness, e=self.end_dist, + p=self.pitch, n_bf=2 * self.n_bf), + self.n_bf * 2, + + get_pass_fail(self.n_bf, self.n_bf, relation='leq')) + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_NO_BOLTS, '', self.no_bolts, '') + self.report_check.append(t1) + + # t1 = (KEY_OUT_DISP_BOLT_SHEAR, + # shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2,V_sb=round(self.v_sb / 1000, 2)), + # round(self.bolt.bolt_capacity / 1000, 2), + # get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), relation='leq')) + # self.report_check.append(t1) + + if self.bolt.bolt_type == TYP_BEARING: + bolt_bearing_capacity_kn = round( + self.bolt.bolt_bearing_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, + self.bolt.bolt_net_area, + self.bolt.gamma_mb, + bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t2 = (KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(kb_disp, + self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, + self.bolt.gamma_mb, + bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2, V_sb=round(self.v_sb / 1000, 2)), cl_10_3_2_bolt_capacity(bolt_shear_capacity_kn, + bolt_bearing_capacity_kn, + bolt_capacity_kn), get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), relation='leq')) + self.report_check.append(t3) + else: + + t4 = (KEY_OUT_DISP_BOLT_SLIP, '', cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, + K_h=1, + fub=self.bolt.bolt_fu, + Anb=self.bolt.bolt_net_area, + gamma_mf=self.bolt.gamma_mf, + capacity=bolt_capacity_kn), '') + self.report_check.append(t4) + + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, + shear_force_in_bolts_near_web(V=round(self.fact_shear_load / 1000, 2), n_wb=self.n_bw * 2, + V_sb=round(self.v_sb / 1000, 2)), round(self.bolt.bolt_capacity / 1000, 2), + get_pass_fail(round(self.v_sb / 1000, 2), round(self.bolt.bolt_capacity / 1000, 2), + relation='leq')) + self.report_check.append(t5) + + t1 = (KEY_OUT_DISP_BOLT_TENSION_AXIAL, tension_in_bolt_due_to_axial_load_n_moment(P=round(self.factored_axial_load / 1000, 2), + n=self.no_bolts, + M=round( + self.load_moment/1000, 2), + y_max=self.y_max, + y_sqr=round(self.y_sqr, 2), T_b=round(self.t_b/1000, 2)), "", "") + # cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, self.bolt.bolt_shank_area, + # self.bolt.bolt_net_area, round(self.bolt.bolt_tension_capacity / 1000, 2)), + # get_pass_fail(self.t_b,self.bolt.bolt_tension_capacity,relation='leq')) + self.report_check.append(t1) + + t1 = ("Prying force (kN)", cl_10_4_7_prying_force(self.lv, self.le, round(self.le2, 2), round(self.t_b/1000, 2), self.beta_prying, self.f_o, self.b_e, self.plate_thickness_provided, + self.end_dist, + self.section.root_radius, self.plate.fy, self.bolt.bolt_fu, + self.f_o, self.section.flange_width, + self.n_bf * 2, round(self.prying_f, 2), eta=1.5, connection='column_end_plate'), + '', 'OK' if self.design_status else 'Fail') + self.report_check.append(t1) + + if self.bolt.bolt_type == "Bearing Bolt": + t1 = ("Tension demand (kN)", total_bolt_tension_force(T_ba=round(round(self.t_b/1000, 2)), + Q=round( + self.prying_f, 2), + T_b=round( + self.tension_demand, 2), + bolt_type=self.bolt.bolt_type), + cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, + self.bolt.bolt_shank_area, + self.bolt.bolt_net_area, + round(self.bolt.bolt_tension_capacity / 1000, 2)), + get_pass_fail(round(self.tension_demand, 2), + round(self.bolt.bolt_tension_capacity, 2), relation='lesser')) + else: + t1 = ("Tension demand (kN)", total_bolt_tension_force(T_ba=round(self.t_b/1000, 2), + Q=round( + self.prying_f, 2), + T_b=round( + self.tension_demand, 2), + bolt_type=self.bolt.bolt_type), + cl_10_4_5_hsfg_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fy, + self.bolt.bolt_shank_area, + self.bolt.bolt_net_area, + round(self.bolt.bolt_tension_capacity / 1000, 2)), + get_pass_fail(round(self.tension_demand, 2), + round(self.bolt.bolt_tension_capacity, 2), relation='lesser')) + + self.report_check.append(t1) + + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.pitch, + get_pass_fail(self.bolt.min_pitch, self.pitch, relation='leq')) + self.report_check.append(t1) + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(self.plate_thickness), + self.pitch, + get_pass_fail(self.bolt.max_spacing, self.pitch, relation='greater')) + self.report_check.append(t1) + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.dia_hole, self.bolt.edge_type), + self.end_dist, + get_pass_fail(self.bolt.min_end_dist, self.end_dist, + relation='lesser')) + self.report_check.append(t3) + t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, + corrosive_influences=self.bolt.corrosive_influences, parameter='end_dist'), + self.end_dist, + get_pass_fail(self.bolt.max_end_dist, self.end_dist, + relation='greater')) + self.report_check.append(t4) + + t1 = ('SubSection', 'End Plate Checks', + '|p{3.5cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + if self.connection == "Flush End Plate": + + t1 = (DISP_MIN_PLATE_LENGTH, self.section.depth, + self.plate_height, + get_pass_fail(self.section.depth, self.plate_height, relation="leq")) + self.report_check.append(t1) + else: + + t1 = ( + DISP_MIN_PLATE_LENGTH, end_plate_ht_req( + D=self.section.depth, e=self.end_dist, h_p=self.plate_height), + self.plate_height, + get_pass_fail(self.plate_height, self.plate_height, relation="leq")) + self.report_check.append(t1) + t1 = (DISP_MIN_PLATE_HEIGHT, self.section.flange_width, + self.plate_width, + get_pass_fail(self.section.flange_width, self.plate_width, relation="leq")) + self.report_check.append(t1) + + t1 = (DISP_MIN_PLATE_THICK, + end_plate_thk_req(M_ep=round(self.m_ep/1000000, 2), b_eff=self.b_eff, f_y=self.section.fy, gamma_m0=gamma_m0, + t_p=self.plate_thickness_provided, t_b=self.t_b, q=round(self.prying_f, 2), l_e=self.le, l_v=self.lv, + f_o=self.f_o, b_e=self.b_e, beta=self.beta_prying, module='Column_EP'), + self.plate_thickness_provided, + get_pass_fail(self.plate.thickness_provided, self.plate_thickness_provided, relation="leq")) + self.report_check.append(t1) + + # if self.pitch >= 2*self.end_dist: + # + # t1=(KEY_OUT_DISP_PLATE_MOM_CAPACITY,moment_acting_on_end_plate(M_ep=round(self.m_ep/1000000, 2), b_eff=2*self.end_dist, f_y=self.plate.fy, gamma_m0=gamma_m0, + # t_p=self.plate_thickness_provided), + # design_capacity_of_end_plate(M_dp=round(self.m_dp/1000000, 2), b_eff=self.b_eff, f_y=self.plate.fy, gamma_m0=gamma_m0, + # t_p=self.plate_thickness_provided), + # get_pass_fail(self.m_ep, self.m_dp, relation="leq")) + + # self.report_check.append(t1) + # else: + + if self.connection == "Flush End Plate": + if self.n_bf == 1: + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, + moment_acting_on_end_plate_flush(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), + e=self.end_dist, tb_2=self.t_b2), + design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, + f_y=self.plate.fy, gamma_m0=gamma_m0, + t_p=self.plate_thickness_provided), + get_pass_fail(self.m_ep, self.m_dp, relation="leq")) + self.report_check.append(t1) + else: + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, + moment_acting_on_end_plate(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), + e=self.end_dist), + design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, + f_y=self.plate.fy, gamma_m0=gamma_m0, + t_p=self.plate_thickness_provided), + get_pass_fail(self.m_ep, self.m_dp, relation="leq")) + self.report_check.append(t1) + else: + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, + moment_acting_on_end_plate(M_ep=round(self.m_ep / 1000000, 2), t_b=round(self.t_b, 2), + e=self.end_dist), + design_capacity_of_end_plate(M_dp=round(self.m_dp_prov / 1000000, 2), b_eff=self.b_eff, + f_y=self.plate.fy, gamma_m0=gamma_m0, + t_p=self.plate_thickness_provided), + get_pass_fail(self.m_ep, self.m_dp, relation="leq")) + self.report_check.append(t1) + + if self.connection == "Extended Both Ways": + if 2 * self.end_dist > 50: + + t1 = ('SubSection', ' Stiffener Details', + '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.h_s < 100: + t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, + ht_of_stiff1(t_s=100), self.stiff_ht, '') + self.report_check.append(t1) + else: + t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, ht_of_stiff( + t_s=self.stiff_ht), self.stiff_ht, '') + self.report_check.append(t1) + + t1 = ( + KEY_OUT_DISP_STIFFENER_WIDTH, wt_of_stiff(w_s=self.stiff_wt, e=self.end_dist), self.stiff_wt, '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_STIFFENER_THICKNESS, '', self.t_s, '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_WELD_TYPE, '', self.weld_type, '') + self.report_check.append(t1) + if self.weld_type == 'Fillet Weld': + t1 = (KEY_OUT_WELD_SIZE, '', self.weld_size, '') + self.report_check.append(t1) + else: + pass + t1 = (KEY_OUT_DISP_WELD_TYPE1, '', 'Groove Weld', '') + self.report_check.append(t1) + else: + pass + + if self.connection == "Extended Both Ways": + if self.end_dist > 50: + + t1 = ('SubSection', ' Stiffener Details', + '|p{3.5cm}|p{6cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.h_s < 100: + t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, + ht_of_stiff1(t_s=100), self.stiff_ht, '') + self.report_check.append(t1) + else: + t1 = (KEY_OUT_DISP_STIFFENER_HEIGHT, ht_of_stiff( + t_s=self.stiff_ht), self.stiff_ht, '') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_STIFFENER_WIDTH, wt_of_stiff( + w_s=self.stiff_wt, e=self.end_dist), self.stiff_wt, '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_STIFFENER_THICKNESS, '', self.t_s, '') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_WELD_TYPE, '', self.weld_type, '') + self.report_check.append(t1) + if self.weld_type == 'Fillet Weld': + t1 = (KEY_OUT_DISP_WELD_SIZE_EP, '', self.weld_size, '') + self.report_check.append(t1) + else: + pass + t1 = (KEY_OUT_DISP_WELD_TYPE1, '', 'Groove Weld', '') + self.report_check.append(t1) + else: + pass + + else: + t1 = ('SubSection', ' Bolt Checks', + '|p{3cm}|p{6cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + t1 = (KEY_OUT_DISP_D_PROVIDED, "Bolt Quantity Optimisation", + "The number of bolts for given bolt size(s) are not sufficient to cater for the given section and loads combination.", '') + self.report_check.append(t1) + + Disp_2d_image = [] + Disp_3d_image = "/ResourceFiles/images/3d.png" + + # config = configparser.ConfigParser() + # config.read_file(open(r'Osdag.config')) + # desktop_path = config.get("desktop_path", "path1") + # print("desk:", desktop_path) + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + + fname_no_ext = popup_summary['filename'] + + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3d_image, module=self.module) + + +# def save_latex(self, uiObj, Desigxn_Check, reportsummary, filename, rel_path, Disp_3d_image): diff --git a/design_type/connection/connection.py b/osdag_core/design_type/connection/connection.py similarity index 91% rename from design_type/connection/connection.py rename to osdag_core/design_type/connection/connection.py index 9761987d0..7e705a3bb 100644 --- a/design_type/connection/connection.py +++ b/osdag_core/design_type/connection/connection.py @@ -1,7 +1,7 @@ -from utils.common.component import ISection, Material, Beam -from utils.common.Section_Properties_Calculator import I_sectional_Properties -from design_type.main import Main -from Common import * +from ...utils.common.component import ISection, Material, Beam +from ...utils.common.Section_Properties_Calculator import I_sectional_Properties +from ..main import Main +from ...Common import * import numpy as np @@ -393,9 +393,9 @@ def tab_supported_section(self, input_dictionary): return supporting_section - def get_fu_fy_I_section_suptng(self): - material_grade = self[0] - designation = self[1].get(KEY_SUPTNGSEC, None) + def get_fu_fy_I_section_suptng(self, arg): + material_grade = arg[0] + designation = arg[1].get(KEY_SUPTNGSEC, None) fu = '' fy = '' if material_grade != "Select Material" and designation != "Select Section": @@ -412,9 +412,9 @@ def get_fu_fy_I_section_suptng(self): return d - def get_fu_fy_I_section_suptd(self): - material_grade = self[0] - designation = self[1].get(KEY_SUPTDSEC, None) + def get_fu_fy_I_section_suptd(self, arg): + material_grade = arg[0] + designation = arg[1].get(KEY_SUPTDSEC, None) fu = '' fy = '' if material_grade != "Select Material" and designation != "Select Section": @@ -432,8 +432,8 @@ def get_fu_fy_I_section_suptd(self): return d - def get_fu_fy(self): - material_grade = self[0] + def get_fu_fy(self, arg): + material_grade = arg[0] fu_conn = '' fy_20 = '' fy_20_40 = '' @@ -463,8 +463,8 @@ def get_fu_fy(self): return d - def get_bolt_tension_type_for_prying(self): - bolt_type = self[0] + def get_bolt_tension_type_for_prying(self, arg): + bolt_type = arg[0] if bolt_type == "Bearing Bolt": bolt_tension_type = 'Non pre-tensioned' @@ -485,14 +485,14 @@ def edit_tabs(self): return edit_list - def get_column_tab_name(self): - if self in VALUES_CONN_1: + def get_column_tab_name(self, input): + if input in VALUES_CONN_1: return KEY_DISP_COLSEC else: return KEY_DISP_PRIBM - def get_beam_tab_name(self): - if self in VALUES_CONN_1: + def get_beam_tab_name(self, input): + if input in VALUES_CONN_1: return KEY_DISP_BEAMSEC else: return KEY_DISP_SECBM @@ -532,15 +532,29 @@ def refresh_input_dock(self): ######################################## def func_for_validation(self, design_dictionary): + print('input dictionary') print(design_dictionary) all_errors = [] self.design_status = False flag1 = False flag2=True - option_list = self.input_values(self) + option_list = self.input_values() missing_fields_list = [] for option in option_list: + + # hover labels + if option[1] == KEY_DISP_COLSEC: + self.hover_dict["Column"] = ( + f"Column
    " + f"{design_dictionary[option[0]]}" + ) + elif option[1] == KEY_DISP_BEAMSEC: + self.hover_dict["Beam"] = ( + f"Beam
    " + f"{design_dictionary[option[0]]}" + ) + if option[2] == TYPE_COMBOBOX and option[0] != KEY_CONN: if design_dictionary[option[0]] == 'Select Section' or design_dictionary[option[0]] == 'Select Grade': missing_fields_list.append(option[1]) @@ -553,13 +567,13 @@ def func_for_validation(self, design_dictionary): primary = design_dictionary[KEY_SUPTNGSEC] secondary = design_dictionary[KEY_SUPTDSEC] conn = sqlite3.connect(PATH_TO_DATABASE) - cursor = conn.execute("SELECT D FROM BEAMS WHERE Designation = ( ? ) ", (primary,)) + cursor = conn.execute("SELECT D FROM BEAMS WHERE Designation = ( ? ) UNION SELECT D FROM COLUMNS WHERE Designation = ( ? )", (primary, primary)) lst = [] rows = cursor.fetchall() for row in rows: lst.append(row) p_val = lst[0][0] - cursor2 = conn.execute("SELECT D FROM BEAMS WHERE Designation = ( ? )", (secondary,)) + cursor2 = conn.execute("SELECT D FROM BEAMS WHERE Designation = ( ? ) UNION SELECT D FROM COLUMNS WHERE Designation = ( ? )", (secondary, secondary)) lst1 = [] rows1 = cursor2.fetchall() for row1 in rows1: @@ -575,10 +589,10 @@ def func_for_validation(self, design_dictionary): primary = design_dictionary[KEY_SUPTNGSEC] secondary = design_dictionary[KEY_SUPTDSEC] conn = sqlite3.connect(PATH_TO_DATABASE) - cursor = conn.execute("SELECT D, T, R1, R2 FROM COLUMNS WHERE Designation = ( ? ) ", (primary,)) + cursor = conn.execute("SELECT D, T, R1, R2 FROM COLUMNS WHERE Designation = ( ? ) UNION SELECT D, T, R1, R2 FROM BEAMS WHERE Designation = ( ? ) ", (primary,primary)) p_beam_details = cursor.fetchone() p_val = p_beam_details[0] - 2*p_beam_details[1] - p_beam_details[2] - p_beam_details[3] - cursor2 = conn.execute("SELECT B FROM BEAMS WHERE Designation = ( ? )", (secondary,)) + cursor2 = conn.execute("SELECT B FROM BEAMS WHERE Designation = ( ? ) UNION SELECT B FROM COLUMNS WHERE Designation = ( ? )", (secondary,secondary)) s_beam_details = cursor2.fetchone() s_val = s_beam_details[0] @@ -591,7 +605,7 @@ def func_for_validation(self, design_dictionary): else: flag1 = True if design_dictionary[KEY_MODULE] == KEY_DISP_FINPLATE: - selected_plate_thk = list(np.float_(design_dictionary[KEY_PLATETHK])) + selected_plate_thk = list(np.float64(design_dictionary[KEY_PLATETHK])) supported_section = Beam(designation=design_dictionary[KEY_SUPTDSEC],material_grade=design_dictionary[KEY_MATERIAL]) available_plates = [i for i in selected_plate_thk if i >= supported_section.web_thickness] if not available_plates: @@ -606,12 +620,12 @@ def func_for_validation(self, design_dictionary): # else: # flag2 = False if flag1 and flag2: - self.set_input_values(self, design_dictionary) + self.set_input_values(design_dictionary) else: return all_errors else: - error = self.generate_missing_fields_error_string(self, missing_fields_list) + error = self.generate_missing_fields_error_string(missing_fields_list) all_errors.append(error) return all_errors @@ -640,28 +654,32 @@ def generate_missing_fields_error_string(self, missing_fields_list): return information def call_3DColumn(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Column': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Column", bgcolor) def call_3DBeam(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Beam': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + # CRITICAL: Block signals to prevent cascading display_3DModel calls + chkbox.blockSignals(True) + chkbox.setChecked(False) + chkbox.blockSignals(False) ui.commLogicObj.display_3DModel("Beam", bgcolor) - def new_material(self): + def new_material(self, input): - selected_material = self[0] + selected_material = input[0] if selected_material == "Custom": return True else: @@ -727,7 +745,7 @@ def save_design(self): KEY_REPORT_ZPZ: round(self.supported_section.plast_sec_mod_z * 1e-3, 2), KEY_REPORT_ZPY: round(self.supported_section.plast_sec_mod_y * 1e-3, 2)} - if self.module == KEY_DISP_FINPLATE or self.module == KEY_DISP_ENDPLATE: + if self.module == KEY_DISP_FINPLATE or self.module == KEY_DISP_HEADERPLATE: # KEY_DISP_ENDPLATE: self.report_input = \ {KEY_MAIN_MODULE: self.mainmodule, KEY_MODULE: self.module, @@ -740,8 +758,8 @@ def save_design(self): "Supported Section Details": self.report_supported, "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), KEY_DISP_TYP: self.bolt.bolt_type, KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, KEY_DISP_BOLT_PRE_TENSIONING: self.bolt.bolt_tensioning, @@ -753,7 +771,7 @@ def save_design(self): KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_PLATETHK: str(list(np.int_(self.plate.thickness))), + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), KEY_DISP_MATERIAL: self.plate.material, KEY_DISP_FU: self.plate.fu, KEY_DISP_FY: self.plate.fy, @@ -768,3 +786,4 @@ def save_design(self): connection = Connection() connection.test() connection.design() + \ No newline at end of file diff --git a/design_type/connection/end_plate_splice_helper.py b/osdag_core/design_type/connection/end_plate_splice_helper.py similarity index 99% rename from design_type/connection/end_plate_splice_helper.py rename to osdag_core/design_type/connection/end_plate_splice_helper.py index fbc367b65..36c598f59 100644 --- a/design_type/connection/end_plate_splice_helper.py +++ b/osdag_core/design_type/connection/end_plate_splice_helper.py @@ -18,8 +18,8 @@ # Importing modules from the project directory -from utils.common.component import * -from utils.common.common_calculation import * +from ...utils.common.component import * +from ...utils.common.common_calculation import * import logging import math diff --git a/osdag_core/design_type/connection/fin_plate_connection.py b/osdag_core/design_type/connection/fin_plate_connection.py new file mode 100644 index 000000000..1ddc54d66 --- /dev/null +++ b/osdag_core/design_type/connection/fin_plate_connection.py @@ -0,0 +1,1377 @@ +from . shear_connection import ShearConnection +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.component import * +from ...utils.common.material import * +from ...Report_functions import * +from ...custom_logger import CustomLogger + + +def _safe_image_path(filename: str) -> str: + """ + Resolve image resource path without breaking design output generation when + importlib package metadata is unavailable in some runtime setups. + """ + try: + return str(files("osdag_core.data.ResourceFiles.images").joinpath(filename)) + except Exception: + return "" + + +class FinPlateConnection(ShearConnection): + + def __init__(self): + super(FinPlateConnection, self).__init__() + self.min_plate_height = 0.0 + self.max_plate_height = 0.0 + self.res_force = 0.0 + self.weld_connecting_plates=[] + self.design_status = False + # To capture all the hover labels required + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) + tabs.append(t1) + + t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) + tabs.append(t1) + + t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t2 = ("Weld", TYPE_TAB_2, self.weld_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], TYPE_TEXTBOX, + self.get_fu_fy_I_section_suptng) + change_tab.append(t1) + + t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], TYPE_TEXTBOX, + self.get_fu_fy_I_section_suptd) + change_tab.append(t2) + + t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + + change_tab.append(t3) + + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4','Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20','Label_21','Label_22',KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t7) + + return change_tab + + + def input_dictionary_design_pref(self): + design_input = [] + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) + design_input.append(t1) + + t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) + design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) + design_input.append(t4) + + t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) + design_input.append(t4) + + t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_WELD_FAB, KEY_DP_WELD_MATERIAL_G_O, KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + #################################### + # Design Preference Functions End + #################################### + # Setting up logger and Input and Output Docks + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = f'Osdag_fin_plate_shear_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + @staticmethod + def module_name(): + return KEY_DISP_FINPLATE + + def input_values(self): + + ''' + Fuction to return a list of tuples to be displayed as the UI.(Input Dock) + + e.g. + t = (Key, Key_display, Type, existing_val, Current_Value, enabled/disabled, Validator_type) + ''' + + # @author: Amir, Umair + self.module = KEY_DISP_FINPLATE + + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_FINPLATE, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN, True, 'No Validator') + options_list.append(t2) + + t15 = (KEY_IMAGE, None, TYPE_IMAGE, _safe_image_path("fin_cf_bw.png"), True, 'No Validator') + options_list.append(t15) + + t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t3) + + t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, TYPE_COMBOBOX_CUSTOMIZED, VALUES_PLATETHK, True, 'No Validator') + options_list.append(t14) + + return options_list + + + def spacing(self, status): + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [_safe_image_path("spacing_3.png"), 400, 277, ""]) # [image, width, height, caption] + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.plate.gauge_provided if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.plate.edge_dist_provided if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.plate.pitch_provided if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.plate.end_dist_provided if status else '') + spacing.append(t12) + + return spacing + + def capacities(self, status): + capacities = [] + + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)") + capacities.append(t00) + + t99 = (None, 'Failure Pattern due to Shear in Plate', TYPE_SECTION, + [_safe_image_path("L_shear1.png"), 400, 210, "Block Shear Pattern"]) # [image, width, height, caption] + capacities.append(t99) + + t17 = (KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, round(self.plate.shear_yielding_capacity/1000,2) if status else '') + capacities.append(t17) + + t18 = (KEY_OUT_PLATE_RUPTURE, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, round(self.plate.shear_rupture_capacity/1000,2) if status else '') + capacities.append(t18) + + t17 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, round(self.plate.block_shear_capacity_shear/1000,2) if status else '') + capacities.append(t17) + + t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_SECTION, + [_safe_image_path("U.png"), 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] + capacities.append(t99) + + t17 = (KEY_OUT_PLATE_TENSION, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, + round(self.plate.tension_yielding_capacity/1000, 2) if status else '') + capacities.append(t17) + + t18 = (KEY_OUT_PLATE_TENSION_RUP, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, + round(self.plate.tension_rupture_capacity/1000, 2) if status else '') + capacities.append(t18) + + t17 = (KEY_OUT_PLATE_BLK_SHEAR_AXIAL, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, + round(self.plate.block_shear_capacity_axial/1000, 2) if status else '') + capacities.append(t17) + + t99 = (None, 'Section3', TYPE_SECTION, None) + capacities.append(t99) + + t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, round(self.plate.moment_demand/1000000,2) if status else '') + capacities.append(t19) + + t20 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, round(self.plate.moment_capacity/1000000,2) if status else '') + capacities.append(t20) + + return capacities + + def section_capacities(self, status): + + capacities = [] + + t00 = ( + None, "", TYPE_NOTE, "Representative image for Failure Pattern (Half Plate)") + capacities.append(t00) + + t99 = (None, 'Failure Pattern due to Shear in Member', TYPE_SECTION, + [_safe_image_path("L_shear1.png"), 400, 210, "Block Shear Pattern"]) # [image, width, height, caption] + capacities.append(t99) + + t17 = (KEY_SHEAR_YIELDCAPACITY, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, round(self.supported_section.shear_yielding_capacity/1000,2) if status else '') + capacities.append(t17) + + t18 = (KEY_SHEAR_RUPTURECAPACITY, KEY_OUT_DISP_PLATE_RUPTURE, TYPE_TEXTBOX, round(self.supported_section.shear_rupture_capacity/1000,2) if status else '') + capacities.append(t18) + + t17 = (KEY_SHEAR_BLOCKSHEARCAPACITY, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, round(self.supported_section.block_shear_capacity_shear/1000,2) if status else '') + capacities.append(t17) + + t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_SECTION, + [_safe_image_path("U.png"), 400, 202, "Block Shear Pattern"]) # [image, width, height, caption] + capacities.append(t99) + + t17 = (KEY_TENSION_YIELDCAPACITY, KEY_OUT_DISP_PLATE_TENSION, TYPE_TEXTBOX, + round(self.supported_section.tension_yielding_capacity/1000, 2) if status else '') + capacities.append(t17) + + t18 = (KEY_TENSION_RUPTURECAPACITY, KEY_OUT_DISP_PLATE_TENSION_RUP, TYPE_TEXTBOX, + round(self.supported_section.tension_rupture_capacity/1000, 2) if status else '') + capacities.append(t18) + + t17 = (KEY_TENSION_BLOCKSHEARCAPACITY, KEY_OUT_DISP_PLATE_BLK_SHEAR_AXIAL, TYPE_TEXTBOX, + round(self.supported_section.block_shear_capacity_axial/1000, 2) if status else '') + capacities.append(t17) + + t99 = (None, 'Section3', TYPE_SECTION, '') + capacities.append(t99) + + t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND, TYPE_TEXTBOX, round(self.plate.moment_demand/1000000,2) if status else '') + capacities.append(t19) + + t20 = (KEY_MEMBER_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY, TYPE_TEXTBOX, round(self.supported_section.moment_capacity / 1000000, 2) if status else '') + capacities.append(t20) + + return capacities + + def output_values(self, flag): + ''' + Fuction to return a list of tuples to be displayed as the UI.(Output Dock) + ''' + + # @author: Umair + + out_list = [] + + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, int(self.bolt.bolt_diameter_provided) if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_grade_provided if flag else '', True) + + out_list.append(t3) + + t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + round(self.bolt.bolt_shear_capacity / 1000, 2) if flag else '', True) + out_list.append(t4) + + bolt_bearing_capacity_disp = '' + if flag is True: + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, bolt_bearing_capacity_disp if flag else '', True) + out_list.append(t5) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, round(self.bolt.bolt_capacity/1000,2) if flag else '', True) + out_list.append(t6) + + t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.plate.bolt_force / 1000, 2) if flag else '', True) + out_list.append(t21) + + t7 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.plate.bolt_line if flag else '', True) + out_list.append(t7) + + t8 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.plate.bolts_one_line if flag else '', True) + out_list.append(t8) + + t21 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + out_list.append(t21) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) + out_list.append(t13) + + t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, int(self.plate.thickness_provided) if flag else '', True) + out_list.append(t14) + + t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, TYPE_TEXTBOX, float(self.plate.height) if flag else '', True) + out_list.append(t15) + + t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_LENGTH, TYPE_TEXTBOX, float(self.plate.length) if flag else '', True) + out_list.append(t16) + + # t22 = ('button1', KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, ['Capacity Details', self.capacities],True) + # out_list.append(t22) + + # t13 = (None, DISP_TITLE_SECTION, TYPE_TITLE, None, True) + # out_list.append(t13) + + # t22 = ('button2', KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, ['Capacity Details', self.capacities],True) + # out_list.append(t22) + + t13 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) + out_list.append(t13) + + t14 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, self.weld.size if flag else '', True) + out_list.append(t14) + + t15 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH, TYPE_TEXTBOX, round(self.weld.strength,2) if flag else '', True) + out_list.append(t15) + + t16 = (KEY_OUT_WELD_STRESS, KEY_OUT_DISP_WELD_STRESS, TYPE_TEXTBOX, round(self.weld.stress,2) if flag else '', True) + out_list.append(t16) + + # Populate hover dict + self.hover_dict["Column"] = f"Column: {self.supporting_section.designation if flag else ''}" + self.hover_dict["Beam"] = f"Beam: {self.supported_section.designation if flag else ''}" + + # In the web 3D viewer, bolts and welds are fused into the Plate STL + # (unlike the desktop OCC viewer which can distinguish sub-shapes). + # So the Plate hover shows combined Plate + Bolt + Weld details. + try: + bolt_count = int(self.plate.bolts_one_line) * int(self.plate.bolt_line) if flag else '' + except (ValueError, TypeError, AttributeError): + bolt_count = '' + + self.hover_dict["Plate"] = ( + f"Plate: {self.plate.length if flag else ''} mm x " + f"{self.plate.height if flag else ''} mm x " + f"{self.plate.thickness_provided if flag else ''} mm" + f"
    Bolt Grade: {self.bolt.bolt_grade_provided if flag else ''}, " + f"Dia: {self.bolt.bolt_diameter_provided if flag else ''} mm, " + f"Nos: {bolt_count}" + f"
    Weld Size: {self.weld.size if flag else ''} mm, " + f"Length: {self.plate.height if flag else ''} mm" + ) + # Keep separate keys for future per-part meshes + self.hover_dict["Bolt"] = ( + f"Bolt
    Grade: {self.bolt.bolt_grade_provided if flag else ''}" + f"
    Diameter: {self.bolt.bolt_diameter_provided if flag else ''} mm" + f"
    No. of Bolts: {bolt_count}" + ) + self.hover_dict["Weld"] = ( + f"Weld
    Size: {self.weld.size if flag else ''} mm" + f"
    Length: {self.plate.height if flag else ''} mm" + ) + + return out_list + + + #################################### + # Setting input values and start of Calculations + #################################### + def set_input_values(self, design_dictionary): + + # if design_dictionary[KEY_SUPTNGSEC_MATERIAL] == "Custom": + # design_dictionary[KEY_SUPTNGSEC_MATERIAL] = "Custom" + " " + str(design_dictionary[KEY_SUPTNGSEC_FU]) + " " \ + # + str(design_dictionary[KEY_SUPTNGSEC_FY]) + # if design_dictionary[KEY_SUPTDSEC_MATERIAL] == "Custom": + # design_dictionary[KEY_SUPTDSEC_MATERIAL] = "Custom" + " " + str(design_dictionary[KEY_SUPTDSEC_FU]) + " " \ + # + str(design_dictionary[KEY_SUPTDSEC_FY]) + + super(FinPlateConnection,self).set_input_values(design_dictionary) + + + self.module = design_dictionary[KEY_MODULE] + + self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) + self.plate.design_status_capacity = False + self.weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O],fabrication = design_dictionary[KEY_DP_WELD_FAB]) + print("input values are set. Doing preliminary member checks") + self.warn_text() + self.member_capacity() + + def member_capacity(self): + super(FinPlateConnection,self).member_capacity() + self.thickness_possible = [] + self.supported_section.low_shear_capacity = round(0.6 *self.supported_section.shear_yielding_capacity,2) + if self.supported_section.low_shear_capacity / 1000 > self.load.shear_force and \ + self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force: + self.supported_section.design_status_initial = True + + if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0): + self.logger.warning(" : The value of factored shear force is less than the minimum recommended value. " + "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " + "[Ref. IS 800:2007, Cl.10.7].") + self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0) + + print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") + self.thickness_possible = [i for i in self.plate.thickness if i >= self.supported_section.web_thickness] + + if not self.thickness_possible: + self.plate.thickness_available = min(self.plate.thickness) + self.logger.error(": The plate thickness should be greater than the web thickness of the suppported section.") + else: + print("Selecting bolt diameter") + self.select_bolt_dia() + + else: + self.supported_section.design_status_initial = False + self.logger.warning(" : The shear yielding capacity (low shear case) {} and/or tension yielding capacity {} is less " + "than the applied load. Define a large/larger section(s) or decrease the load." + .format(round(self.supported_section.low_shear_capacity/1000,2), + round(self.supported_section.tension_yielding_capacity/1000,2))) + print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") + + def select_bolt_dia(self): + self.min_plate_height = self.supported_section.min_plate_height() + self.max_plate_height = self.supported_section.max_plate_height(self.connectivity, 50.0) + + self.res_force = math.sqrt(self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 + + self.plate.thickness_provided = min(self.thickness_possible) + self.plate.connect_to_database_to_get_fy_fu(grade=self.plate.material,thickness=self.plate.thickness_provided) + bolts_required_previous = 2 + + self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] + count = 0 + + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + self.bolt_conn_plates_t_fu_fy.append((self.supported_section.web_thickness, self.supported_section.fu, self.supported_section.fy)) + + bolt_force_previous = 0.0 + bolt_dia_previous = self.bolt.bolt_diameter[-1] + plate_height_previous = self.min_plate_height + long_joint_factor_previous = 1.0 + + for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + print("getting web plate details for dia:", self.bolt.bolt_diameter_provided, self.bolt.bolt_grade_provided, self.bolt.bolt_capacity) + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.min_plate_height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=self.load.shear_force * 1000, + axial_load=self.load.axial_force * 1000, gap=self.plate.gap, + shear_ecc=True, bolt_line_limit=2) + self.long_joint_factor = self.plate.bolt_capacity_red/self.bolt.bolt_capacity + + if self.plate.design_status is True: + if self.plate.bolts_required > bolts_required_previous and count >= 1: + self.bolt.bolt_diameter_provided = bolt_dia_previous + self.plate.bolt_force = bolt_force_previous + self.plate.height = plate_height_previous + self.long_joint_factor = long_joint_factor_previous + break + bolt_force_previous = self.plate.bolt_force + bolt_dia_previous = self.bolt.bolt_diameter_provided + plate_height_previous = self.plate.height + long_joint_factor_previous = self.plate.bolt_capacity_red/self.bolt.bolt_capacity + bolts_required_previous = self.plate.bolts_required + count += 1 + else: + pass + # bolt_capacity_req = self.bolt.bolt_capacity + + if self.plate.design_status is False: + self.design_status = False + self.logger.error(self.plate.reason) + else: + self.get_bolt_grade() + + def get_bolt_grade(self): + # print(self.design_status, "Getting bolt grade") + bolt_grade_previous = self.bolt.bolt_grade[-1] + # bolt_previous = self.bolt + count = 0 + for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + + print("for grade :", self.bolt.bolt_grade_provided, "capacity is:",self.bolt.bolt_capacity,"force is:", self.plate.bolt_force) + + bolt_capacity_reduced = self.long_joint_factor*self.bolt.bolt_shear_capacity + if bolt_capacity_reduced < self.plate.bolt_force and count >= 1: + self.bolt.bolt_grade_provided = bolt_grade_previous + break + bolt_grade_previous = self.bolt.bolt_grade_provided + count += 1 + + self.bolt.design_status = True + self.get_fin_plate_details() + + def get_fin_plate_details(self): + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + print("recalculating web plate details") + self.plate.get_web_plate_details(bolt_dia=self.bolt.bolt_diameter_provided, + web_plate_h_min=self.plate.height, + web_plate_h_max=self.max_plate_height, + bolt_capacity=self.bolt.bolt_capacity, + min_edge_dist=self.bolt.min_edge_dist_round, + min_gauge=self.bolt.min_gauge_round, + max_spacing=self.bolt.max_spacing_round, + max_edge_dist=self.bolt.max_edge_dist_round, + shear_load=self.load.shear_force * 1000, + axial_load=self.load.axial_force * 1000, gap=self.plate.gap, + shear_ecc=True, bolt_line_limit=2) + initial_plate_height = self.plate.height + initial_edge_dist = self.plate.edge_dist_provided + initial_gauge = self.plate.gauge_provided + self.initial_plate_thk = self.plate.thickness_provided + self.initial_bearing_capacity = self.bolt.bolt_bearing_capacity + self.initial_kb = self.bolt.kb + self.initial_bolt_capacity = self.bolt.bolt_capacity + print("1. plate deisign status is ", self.plate.design_status) + for self.plate.thickness_provided in self.thickness_possible: + self.plate.connect_to_database_to_get_fy_fu(grade=self.plate.material, + thickness=self.plate.thickness_provided) + + self.plate.height = initial_plate_height + self.plate.gauge_provided = initial_gauge + self.plate.edge_dist_provided = initial_edge_dist + if self.bolt.bolt_type == TYP_BEARING: + self.bolt.calculate_bolt_capacity(self.bolt.bolt_diameter_provided,self.bolt.bolt_grade_provided, + self.bolt_conn_plates_t_fu_fy,1,self.plate.edge_dist_provided, + p=self.plate.gauge_provided) + self.plate.get_web_plate_details(self.bolt.bolt_diameter_provided, self.plate.height, self.plate.height, + self.bolt.bolt_capacity, self.plate.edge_dist_provided, + self.plate.gauge_provided, + self.plate.gauge_provided, self.plate.edge_dist_provided, + self.load.shear_force * 1000, self.load.axial_force * 1000, 0, + self.plate.gap, True, 2, + self.plate.bolts_one_line, self.plate.bolt_line, None, self.plate.pitch_provided) + + if self.connectivity in VALUES_CONN_1: + self.weld_connecting_plates = [self.supporting_section.flange_thickness, self.plate.thickness_provided] + else: + self.weld_connecting_plates = [self.supporting_section.web_thickness, self.plate.thickness_provided] + [available_welds,self.weld_size_min,self.weld_size_max] = self.get_available_welds(self.weld_connecting_plates) + if available_welds: + self.section_shear_checks() + self.plate_shear_checks() + self.design_weld(available_welds) + while self.supported_section.design_status == False or self.plate.design_status_capacity == False or \ + self.weld.design_status == False: + if self.supported_section.moment_capacity > self.plate.moment_demand and self.plate.height+10 <= self.max_plate_height: + self.plate.height += 10 + h_recalc = (self.plate.gauge_provided + 5) * (self.plate.bolts_one_line - 1) + self.plate.edge_dist_provided + if self.plate.block_shear_capacity_axial > self.load.axial_force*1000 or \ + self.supported_section.block_shear_capacity_axial > self.load.axial_force*1000 or \ + self.plate.edge_dist_provided + 5 <= self.bolt.max_edge_dist: + self.plate.edge_dist_provided += 5 + + elif self.plate.gauge_provided + 5 <= self.bolt.max_spacing and h_recalc <= self.max_plate_height: + self.plate.gauge_provided += 5 + self.plate.height = (self.plate.gauge_provided) * (self.plate.bolts_one_line - 1) + self.plate.edge_dist_provided + self.plate.get_web_plate_details(self.bolt.bolt_diameter_provided, self.plate.height,self.plate.height, + self.bolt.bolt_capacity,self.plate.edge_dist_provided, self.plate.gauge_provided, + self.plate.gauge_provided,self.plate.edge_dist_provided, + self.load.shear_force*1000,self.load.axial_force*1000,0,self.plate.gap,True,2, + self.plate.bolts_one_line, self.plate.bolt_line,None) + + if self.plate.design_status is False: + break + else: + break + self.section_shear_checks() + self.plate_shear_checks() + self.design_weld(available_welds) + else: + break + if self.supported_section.design_status is True and self.plate.design_status_capacity is False: + continue + elif self.weld.design_status is False and \ + self.plate.thickness_provided <= math.ceil(min(self.weld_connecting_plates))\ + and self.weld.size != max(ALL_WELD_SIZES): + continue + else: + break + + else: + self.logger.error(": For the given members and %2.2f mm thick plate, the weld size should be of the range " + "%2.2f mm - %2.2f mm." %self.plate.thickness_provided % self.weld_size_min + % self.weld_size_max) + self.logger.info(": Weld design could not be performed with the available weld size(s).") + if self.plate.moment_capacity < self.plate.moment_demand: + break + + if self.supported_section.design_status is True and self.plate.design_status_capacity is True and self.weld.design_status is True: + self.get_design_status() + + if self.load.shear_force*1000 > self.plate.shear_capacity: + self.design_status = False + self.logger.error(": The shear capacity of the plate is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." + % self.load.shear_force) + self.logger.warning(":The shear capacity of the plate is {} kN." .format(round(self.plate.shear_capacity/1000,2))) + self.logger.info(": Increase the plate thickness or material grade.") + + if self.load.axial_force*1000 > self.plate.tension_capacity: + self.design_status = False + self.logger.error(":The tensile capacity of the plate is less than the applied axial force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." + % self.load.axial_force) + self.logger.warning(":The tensile capacity of the plate is {} kN." .format(round(self.plate.tension_capacity/1000,2))) + self.logger.info(": Increase the plate thickness or material grade.") + + if self.plate.moment_capacity < self.plate.moment_demand: + self.design_status = False + self.logger.error(": The plate moment capacity is less than the moment demand, {} kNm [Ref. Cl.8.2.1.2, IS 800:2007]." + .format(round(self.plate.moment_demand/1000000,2))) + # print(self.plate.moment_capacity / 1000000) + self.logger.warning(": The moment capacity of the plate is {} kNm.".format(round(self.plate.moment_capacity/1000000,2))) + self.logger.info(": Increase the plate thickness or material grade.") + self.logger.info(": Arranging the bolts in one line will reduce the moment induced.") + + if self.load.shear_force*1000 > self.supported_section.shear_capacity: + self.design_status = False + self.logger.error(": The shear capacity of the beam is less than the applied shear force, %2.2f kN [Ref. Cl.6.4.1, IS 800:2007]." + % self.load.shear_force) + self.logger.warning(": The shear capacity of the beam is {} kN.".format(round(self.supported_section.shear_capacity/1000,2))) + self.logger.info(": Choose a beam of higher size or provide a larger bolt diameter (if available) to increase the rupture/block shear " + "capacity.") + + if self.load.axial_force*1000 > self.supported_section.tension_capacity: + self.design_status = False + self.logger.error(": The tensile capacity of the beam is less than the applied axial force, %2.2f kN [Ref. Cl. 6.4.1, IS 800:2007]." + % self.load.axial_force) + self.logger.warning(": The tensile capacity of the beam is {} kN." .format(round(self.supported_section.tension_capacity/1000,2))) + self.logger.info(": Choose a beam of higher size or material grade.") + self.logger.info(": Lesser number of bolts per line increases the rupture capacity.") + + if self.supported_section.moment_capacity < self.plate.moment_demand: + self.design_status = False + self.logger.error(": The moment capacity of the beam is less than the moment demand, {} kNm [Ref. Cl. 8.2.1.2, IS 800:2007]." + .format(round(self.plate.moment_demand/1000000,2))) + self.logger.warning(": The moment capacity of the plate is {} kNm." .format(round(self.supported_section.cl_8_2_moment_capacity_member / 1000000, 2))) + self.logger.info(": Increase the plate thickness or material grade.") + self.logger.info(": Arranging bolts in one line will reduce moment induced.") + + if self.plate.moment_capacity < self.plate.moment_demand: + self.design_status = False + self.logger.error("Plate moment capacity is less than the moment demand, {} kNm [cl. 8.2.1.2]" + .format(round(self.plate.moment_demand/1000000,2))) + self.logger.warning(":Moment capacity of plate is {} kN-m" .format(round(self.supported_section.moment_capacity / 1000000, 2))) + self.logger.info("Increase the plate thickness or material grade") + self.logger.info("Arranging bolts in one line will reduce moment induced") + if self.weld.strength < self.weld.stress: + # t_weld_req = self.weld.size * self.weld.stress / self.weld.strength + self.weld.design_status = False + self.logger.error(": The weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].") + self.logger.warning(": The weld stress is {} N/mm and the weld strength is {} N/mm.".format(self.weld.stress,self.weld.strength)) + self.logger.info(": Increase length of the weld/fin plate.") + + else: + if self.weld.size in (3, 4): + self.logger.info(": The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per " + + "cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take " + + "necessary detailing precautions at site accordingly.") + self.weld.design_status = True + + def section_shear_checks(self): + n_row = self.plate.bolts_one_line + n_col = self.plate.bolt_line + pitch = self.plate.gauge_provided + gauge = self.plate.pitch_provided + end = self.plate.edge_dist_provided + web_thick = self.supported_section.web_thickness + bolt_hole_dia = self.bolt.dia_hole + edge = self.plate.end_dist_provided + + A_vg = ((n_row - 1) * pitch + end) * web_thick + A_vn = ((n_row - 1) * pitch + end - (float(n_row) - 0.5) * bolt_hole_dia) * web_thick + A_tg = ((n_col - 1) * gauge + edge) * web_thick + A_tn = ((n_col - 1) * gauge + edge - (float(n_col) - 0.5) * bolt_hole_dia) * web_thick + + self.supported_section.block_shear_capacity_shear = IS800_2007.cl_6_4_1_block_shear_strength(A_vg,A_vn,A_tg,A_tn, + self.supported_section.fu, + self.supported_section.fy) + + A_vn = (self.supported_section.web_height - float(n_row) * bolt_hole_dia) * self.supported_section.web_thickness + self.supported_section.shear_rupture_capacity = AISC.cl_j_4_2_b_shear_rupture(A_vn,self.supported_section.fu) + + self.supported_section.shear_capacity = min(self.supported_section.block_shear_capacity_shear, + self.supported_section.shear_rupture_capacity, + self.supported_section.low_shear_capacity) + + if self.supported_section.shear_capacity < self.load.shear_force * 1000: + self.supported_section.design_status = False + self.logger.warning( + 'The shear capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) + else: + self.supported_section.design_status = True + + self.supported_section.tension_rupture_capacity = IS800_2007.cl_6_3_1_tension_rupture_strength(A_vn, self.supported_section.fu) + A_tg = ((n_row - 1) * pitch) * web_thick + A_tn = ((n_row - 1) * pitch - (float(n_row) - 1.0) * bolt_hole_dia) * web_thick + A_vg = 2 * ((n_col - 1) * gauge + edge) * web_thick + A_vn = 2 * ((n_col - 1) * gauge + edge - (float(n_col) - 0.5) * bolt_hole_dia) * web_thick + + self.supported_section.block_shear_capacity_axial = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, + A_vn, + A_tg, + A_tn, + self.supported_section.fu, + self.supported_section.fy) + + self.supported_section.tension_capacity = min(self.supported_section.tension_rupture_capacity, + self.supported_section.tension_yielding_capacity, + self.supported_section.block_shear_capacity_axial) + + if self.supported_section.tension_capacity < self.load.axial_force * 1000: + self.supported_section.design_status = False + self.logger.warning( + 'The tension capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) + else: + self.supported_section.design_status = True + + self.supported_section.moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength\ + (self.supported_section.elast_sec_mod_z, self.supported_section.plast_sec_mod_z, self.supported_section.fy, 'plastic') + + if self.supported_section.moment_capacity < self.plate.moment_demand: + self.logger.warning( + 'The moment capacity of the section is less than moment demand, choose a bigger section or increase the material strength of the ' + 'section.') + self.supported_section.design_status = False + else: + self.supported_section.design_status = True + + self.supported_section.IR = round(self.plate.moment_demand / self.supported_section.moment_capacity + ( + self.load.axial_force * 1000) / self.supported_section.tension_capacity, 2) + + if self.supported_section.IR > 1 or self.supported_section.moment_capacity < self.plate.moment_demand or\ + self.supported_section.tension_capacity < self.load.axial_force * 1000 or \ + self.supported_section.shear_capacity < self.load.shear_force * 1000: + self.logger.warning( + 'Axial - Moment interaction ratio of section is guiding plate height, current height is {} mm.' .format(self.plate.height)) + self.supported_section.design_status = False + else: + self.supported_section.design_status = True + + def plate_shear_checks(self): + edge_dist_rem = self.plate.edge_dist_provided + self.plate.gap + n_row = self.plate.bolts_one_line + n_col = self.plate.bolt_line + pitch = self.plate.gauge_provided + gauge = self.plate.pitch_provided + end = self.plate.edge_dist_provided + p_th = self.plate.thickness_provided + bolt_hole_dia = self.bolt.dia_hole + edge = self.plate.end_dist_provided + plate_A_vg = ((n_row - 1) * pitch + end) * p_th + plate_A_vn = ((n_row - 1) * pitch + end - (float(n_row) - 0.5) * bolt_hole_dia) * p_th + plate_A_tg = ((n_col - 1) * gauge + edge) * p_th + plate_A_tn = ((n_col - 1) * gauge + edge - (float(n_col) - 0.5) * bolt_hole_dia) * p_th + + self.plate.block_shear_capacity_shear = IS800_2007.cl_6_4_1_block_shear_strength(plate_A_vg, plate_A_vn, plate_A_tg, plate_A_tn, self.plate.fu, + self.plate.fy) + + A_vg = self.plate.height * self.plate.thickness_provided + self.plate.shear_yielding_capacity = IS800_2007.cl_8_4_design_shear_strength(A_vg, self.plate.fy) + self.plate.low_shear_capacity = 0.6 * self.plate.shear_yielding_capacity + A_vn = (self.plate.height - float(n_row) * bolt_hole_dia) * p_th + self.plate.shear_rupture_capacity = AISC.cl_j_4_2_b_shear_rupture(A_vn,self.plate.fu) + + self.plate.shear_capacity = min(self.plate.block_shear_capacity_shear, self.plate.shear_rupture_capacity, + self.plate.low_shear_capacity) + + if self.plate.shear_capacity < self.load.shear_force*1000: + self.plate.design_status_capacity = False + self.logger.warning( + 'The shear capacity of the section is guiding plate height, current height is {} mm.' .format(self.plate.height)) + else: + self.plate.design_status_capacity = True + A_g = self.plate.height * self.plate.thickness_provided + self.plate.tension_yielding_capacity = IS800_2007.cl_6_2_tension_yielding_strength(A_g, self.plate.fy) + + A_n = (self.plate.height - self.plate.bolt_line * self.bolt.dia_hole) * self.plate.thickness_provided + + self.plate.tension_rupture_capacity = IS800_2007.cl_6_3_1_tension_rupture_strength(A_n,self.plate.fu) + plate_A_tg = ((n_row - 1) * pitch) * p_th + plate_A_tn = ((n_row - 1) * pitch - (float(n_row) - 1.0) * bolt_hole_dia) * p_th + plate_A_vg = 2 * ((n_col - 1) * gauge + edge) * p_th + plate_A_vn = 2 * ((n_col - 1) * gauge + edge - (float(n_col) - 0.5) * bolt_hole_dia) * p_th + + self.plate.block_shear_capacity_axial = IS800_2007.cl_6_4_1_block_shear_strength(plate_A_vg, plate_A_vn, + plate_A_tg, + plate_A_tn, self.plate.fu, + self.plate.fy) + self.plate.tension_capacity = min(self.plate.tension_rupture_capacity, self.plate.tension_yielding_capacity, + self.plate.block_shear_capacity_axial) + + if self.plate.tension_capacity < self.load.axial_force*1000: + self.plate.design_status_capacity = False + self.logger.warning( + 'The tension capacity of the plate is guiding the plate height, current height is {} mm.' .format(self.plate.height)) + else: + self.plate.design_status_capacity = True + + Z_p = self.plate.height**2 * p_th / 4 + Z_e = self.plate.height**2 * p_th / 6 + self.plate.moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(Z_e, Z_p, self.plate.fy, 'plastic') + + if self.plate.moment_capacity < self.plate.moment_demand: + self.logger.warning( + 'The moment capacity of the plate is guiding plate height, current height is {} mm.'.format(self.plate.height)) + self.plate.design_status_capacity = False + else: + self.plate.design_status_capacity = True + + self.plate.IR = round(self.plate.moment_demand/self.plate.moment_capacity + (self.load.axial_force*1000)/self.plate.tension_capacity,2) + if self.plate.IR > 1 or self.plate.shear_capacity < self.load.shear_force*1000 or self.plate.moment_capacity < self.plate.moment_demand: + self.logger.warning( + 'Moment-Axial interaction ratio of plate is guiding plate height, current height is {} mm.'.format(self.plate.height)) + self.plate.design_status_capacity = False + else: + self.plate.design_status_capacity = True + + def get_available_welds(self, connecting_members=[]): + + weld_size_max = math.ceil(min(connecting_members)) + weld_size_min = math.ceil(IS800_2007.cl_10_5_2_3_min_weld_size(connecting_members[0], connecting_members[1])) + if 7 <= weld_size_max < max(ALL_WELD_SIZES) and weld_size_max % 2 != 0: + weld_size_max = round_up(weld_size_max, 2) + + if weld_size_max == weld_size_min: + self.logger.info("The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, " + "IS800:2007].") + self.logger.info("Thicker plate shall be adequately preheated to prevent cracking of the weld.") + + available_welds = list([x for x in ALL_WELD_SIZES if (weld_size_min <= x <= weld_size_max)]) + return available_welds,weld_size_min,weld_size_max + + def design_weld(self,available_welds): + + self.weld.length = self.plate.height + force_l = self.load.shear_force * 1000 + force_w = self.load.axial_force*1000 + force_t = self.plate.moment_demand + + for self.weld.size in available_welds: + self.weld.eff_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( + fillet_size=self.weld.size, available_length=self.weld.length) + self.weld.throat_tk = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( + fillet_size=self.weld.size, fusion_face_angle=90) + Ip_weld = 2 * self.weld.eff_length ** 3 / 12 + y_max = self.weld.eff_length / 2 + x_max = 0 + self.weld.get_weld_strength(connecting_fu=[self.supporting_section.fu, self.plate.fu, self.weld.fu], + weld_fabrication=self.weld.fabrication, + t_weld=self.weld.size, weld_angle=90) + self.weld.get_weld_stress(weld_axial=force_w, weld_shear=force_l, weld_twist=force_t, Ip_weld=Ip_weld, + y_max=y_max, + x_max=x_max, l_weld=2 * self.weld.eff_length) + if self.weld.strength > self.weld.stress: + self.weld.design_status = True + break + + if self.weld.strength < self.weld.stress: + self.weld.design_status = False + self.logger.info('The weld stress is guiding plate dimensions, current length is {} mm, thickness is {} mm, and,' + ' weld size is {} mm.'.format(self.plate.height,self.plate.thickness_provided,self.weld.size)) + + def get_design_status(self): + print("plate design status is ",self.plate.design_status,"weld status is",self.weld.design_status) + if self.plate.design_status is True and self.weld.design_status is True: + self.design_status = True + self.logger.info("=== End Of Design ===") + + ############################# + # End of Calculations + ############################# + + ###################################### + # Function to create design report (LateX/PDF) + ###################################### + def save_design(self,popup_summary): + super(FinPlateConnection,self).save_design() + # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") + + self.report_check = [] + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + t1 = ('SubSection', 'Initial Section Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + a = self.supported_section + h = a.web_height + t = a.web_thickness + t1 = (KEY_DISP_SHEAR_YLD, self.load.shear_force, + cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, round(a.shear_yielding_capacity / 1000, 2)), + get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity/1000,2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + allow_shear_capacity(round(a.shear_yielding_capacity/1000,2), round(a.low_shear_capacity/1000,2)), + get_pass_fail(self.load.shear_force, round(a.low_shear_capacity/1000,2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_YIELDCAPACITY, self.load.axial_force, + cl_6_2_tension_yield_capacity_member(h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity / 1000, 2)), + get_pass_fail(self.load.axial_force, round(a.tension_yielding_capacity/1000, 2), relation="lesser")) + self.report_check.append(t1) + + if not self.thickness_possible and self.supported_section.design_status_initial is True: + t1 = ('SubSection', 'Minimum Plate Thickness Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), + self.plate.thickness_provided, + get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + + elif self.supported_section.design_status_initial is True: + + t1 = ('SubSection', 'Load Consideration', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + min_shear_load = min(40, round(0.15 * self.supported_section.shear_yielding_capacity / 0.6, 2)) + applied_shear_force = max(self.load.shear_force, min_shear_load) + + t1 = (KEY_DISP_APPLIED_AXIAL_FORCE, self.load.axial_force, self.load.axial_force, "") + self.report_check.append(t1) + + t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, + prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, + app_shear_load=applied_shear_force, + shear_capacity_1=round(self.supported_section.shear_yielding_capacity/1000,2)), "") + self.report_check.append(t1) + + connecting_plates = [self.plate.thickness_provided,self.supported_section.web_thickness] + bolt_capacity_kn = round(self.bolt.bolt_capacity / 1000, 2) + bolt_force_kn=round(self.plate.bolt_force/1000,2) + bolt_capacity_red_kn=round(self.plate.bolt_capacity_red/1000,2) + + t1 = ('SubSection', 'Bolt Design','|p{3.5cm}|p{5.3cm}|p{6.7cm}|p{1.5cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_GRD, '', self.bolt.bolt_grade_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_PLTHICK, min_plate_thk_req(self.supported_section.web_thickness), + self.plate.thickness_provided, + get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, relation="lesser")) + self.report_check.append(t1) + t6 = (DISP_NUM_OF_COLUMNS, '', self.plate.bolt_line, get_pass_fail(2, self.plate.bolt_line,relation='geq')) + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, '', self.plate.bolts_one_line, '') + self.report_check.append(t7) + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.plate.gauge_provided, get_pass_fail(self.bolt.min_pitch, self.plate.gauge_provided,relation='leq')) + self.report_check.append(t1) + if self.plate.design_status is True: + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates), + self.plate.gauge_provided, get_pass_fail(self.bolt.max_spacing, self.plate.gauge_provided,relation='geq')) + self.report_check.append(t1) + t2 = (DISP_MIN_GAUGE, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.plate.pitch_provided, get_pass_fail(self.bolt.min_gauge, self.plate.pitch_provided,relation="leq")) + self.report_check.append(t2) + t2 = (DISP_MAX_GAUGE, cl_10_2_3_1_max_spacing(connecting_plates), + self.plate.pitch_provided, get_pass_fail(self.bolt.max_spacing, self.plate.pitch_provided,relation="geq")) + self.report_check.append(t2) + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(d_0=self.bolt.dia_hole, + edge_type=self.bolt.edge_type, parameter='end_dist'), + self.plate.edge_dist_provided, get_pass_fail(self.bolt.min_end_dist, self.plate.edge_dist_provided,relation='leq')) + self.report_check.append(t3) + if self.plate.design_status is True: + t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences, + parameter='end_dist'), + self.plate.edge_dist_provided, get_pass_fail(self.bolt.max_end_dist, self.plate.edge_dist_provided,relation='geq')) + self.report_check.append(t4) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(d_0=self.bolt.dia_hole, + edge_type=self.bolt.edge_type, parameter='edge_dist'), + self.plate.end_dist_provided, get_pass_fail(self.bolt.min_edge_dist, self.plate.end_dist_provided,relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences, + parameter='edge_dist'), + self.plate.end_dist_provided, get_pass_fail(self.bolt.max_edge_dist, self.plate.end_dist_provided,relation="geq")) + self.report_check.append(t4) + if self.plate.design_status is False: + t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.notch_ht, + self.max_plate_height), self.plate.height, + get_pass_fail(self.max_plate_height, self.plate.height, relation="greater")) + self.report_check.append(t1) + + else: + t10 = (KEY_OUT_REQ_MOMENT_DEMAND_BOLT, '', moment_demand_req_bolt_force( + shear_load=round(self.load.shear_force, 2), + web_moment=0.0, ecc=self.plate.ecc, + moment_demand=round(self.plate.moment_demand / 1000000, 2)), '') + + self.report_check.append(t10) + + t10 = (KEY_OUT_REQ_PARA_BOLT, parameter_req_bolt_force(bolts_one_line=self.plate.bolts_one_line + , gauge=self.plate.gauge_provided, + ymax=round(self.plate.ymax, 2), + xmax=round(self.plate.xmax, 2), + bolt_line=self.plate.bolt_line, + pitch=self.plate.pitch_provided, + length_avail=self.plate.length_avail,conn='fin'), '', '') + self.report_check.append(t10) + + + + t10 = (KEY_OUT_DISP_BOLT_FORCE, Vres_bolts(bolts_one_line=self.plate.bolts_one_line, + ymax=round(self.plate.ymax, 2), + xmax=round(self.plate.xmax, 2), + bolt_line=self.plate.bolt_line, + shear_load=round(self.load.shear_force, 2), + axial_load=round(self.load.axial_force, 2), + moment_demand=round(self.plate.moment_demand / 1000000, 2), + r=round(self.plate.sigma_r_sq / 1000, 2), + vbv=round(self.plate.vbv / 1000, 2), + tmv=round(self.plate.tmv / 1000, 2), + tmh=round(self.plate.tmh / 1000, 2), + abh=round(self.plate.abh / 1000, 2), + vres=round(self.plate.bolt_force / 1000, 2)), '', '') + self.report_check.append(t10) + if self.bolt.bolt_type == TYP_BEARING: + bolt_shear_capacity_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) + bolt_bearing_capacity_kn = round(self.bolt.bolt_bearing_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, + self.bolt.gamma_mb, bolt_shear_capacity_kn), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", cl_10_3_4_calculate_kb(self.plate.edge_dist_provided, self.plate.gauge_provided, self.bolt.dia_hole, + self.bolt.bolt_fu, self.bolt.fu_considered), '') + self.report_check.append(t8) + t2 = (KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(self.bolt.kb, self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, + bolt_bearing_capacity_kn), '') + self.report_check.append(t2) + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, '', + cl_10_3_2_bolt_capacity(bolt_shear_capacity_kn, bolt_bearing_capacity_kn, bolt_capacity_kn), + '') + self.report_check.append(t3) + else: + kh_disp = round(self.bolt.kh, 2) + t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', + cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub = self.bolt.bolt_fu, + Anb= self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, + capacity=bolt_capacity_kn), '') + self.report_check.append(t4) + + + t10 = (KEY_OUT_LONG_JOINT, cl_10_3_3_1_long_joint_bolted_req(), + cl_10_3_3_1_long_joint_bolted_prov(self.plate.bolt_line, self.plate.bolts_one_line, + self.plate.pitch_provided, self.plate.gauge_provided, + self.bolt.bolt_diameter_provided, bolt_capacity_kn, bolt_capacity_red_kn,'n_r'), "") + self.report_check.append(t10) + + t5=(KEY_OUT_DISP_BOLT_CAPACITY, bolt_force_kn,bolt_capacity_red_kn, + get_pass_fail(bolt_force_kn,bolt_capacity_red_kn,relation="lesser")) + self.report_check.append(t5) + + t1 = ('SubSection','Plate Design','|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_PLATE_HEIGHT, min_plate_ht_req(self.supported_section.depth,self.supported_section.root_radius, + self.supported_section.flange_thickness,self.min_plate_height), self.plate.height, + get_pass_fail(self.min_plate_height, self.plate.height,relation="leq")) + self.report_check.append(t1) + + t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity,self.supported_section.depth, + self.supported_section.flange_thickness, + self.supported_section.root_radius, self.supported_section.notch_ht, + self.max_plate_height), self.plate.height, + get_pass_fail(self.max_plate_height, self.plate.height,relation="greater")) + self.report_check.append(t1) + + min_plate_length = self.plate.gap +2*self.bolt.min_end_dist+(self.plate.bolt_line-1)*self.bolt.min_pitch + t1 = (DISP_MIN_PLATE_WIDTH, min_plate_length_req(self.bolt.min_pitch, self.bolt.min_end_dist, + self.plate.bolt_line,min_plate_length), self.plate.length, + get_pass_fail(min_plate_length, self.plate.length, relation="lesser")) + self.report_check.append(t1) + t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), self.plate.thickness_provided, + get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, relation="lesser")) + self.report_check.append(t1) + + ####################### + # Plate and Section Capacities + ####################### + self.plate.plast_sec_mod_z = self.plate.height ** 2 * self.plate.thickness_provided / 4 + for a in [self.plate,self.supported_section]: + + if a == self.plate: + h = a.height + t = a.thickness_provided + else: + t1 = ('SubSection', 'Section Design', '|p{3.5cm}|p{5cm}|p{6cm}|p{1.5cm}|') + self.report_check.append(t1) + h = a.web_height + t = a.web_thickness + + t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, + round(a.shear_yielding_capacity / 1000, 2)),'') + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, display_prov(self.load.shear_force, "V"), + allow_shear_capacity(round(a.shear_yielding_capacity/1000,2), round(a.low_shear_capacity/1000,2)), + get_pass_fail(self.load.shear_force, round(a.low_shear_capacity/1000,2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_SHEAR_RUP, '', AISC_J4_shear_rupture_capacity_member(h, t, self.plate.bolts_one_line, self.bolt.dia_hole, + a.fu, round(a.shear_rupture_capacity / 1000, 2)),'') + self.report_check.append(t1) + + t1 = (KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', cl_6_4_blockshear_capacity_member(Tdb=round(a.block_shear_capacity_shear / 1000, 2), stress='shear'), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, + cl_8_4_shear_capacity_member(round(a.low_shear_capacity / 1000, 2), + round(a.shear_rupture_capacity / 1000, 2), + round(a.block_shear_capacity_shear / 1000, 2)), + get_pass_fail(self.load.shear_force, round(a.shear_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_YIELDCAPACITY, '', + cl_6_2_tension_yield_capacity_member(h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity / 1000, 2)), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_RUPTURECAPACITY, '', + cl_6_3_1_tension_rupture_plate(h, t, self.plate.bolts_one_line, self.bolt.dia_hole, + a.fu, gamma_m1, round(a.tension_rupture_capacity / 1000, 2)), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_PLATE_BLK_SHEAR_TENSION, '', cl_6_4_blockshear_capacity_member(Tdb=round(a.block_shear_capacity_axial / 1000, 2), stress='axial'), '') + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_CAPACITY, self.load.axial_force, + cl_6_1_tension_capacity_member(round(a.tension_yielding_capacity / 1000, 2), + round(a.tension_rupture_capacity / 1000, 2), + round(a.block_shear_capacity_axial / 1000, 2)), + get_pass_fail(self.load.axial_force, round(a.tension_capacity / 1000, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, round(self.plate.moment_demand / 1000000, 2), + cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(a.plast_sec_mod_z, 2), + f_y=a.fy, + gamma_m0=gamma_m0, + Pmc=round(a.moment_capacity/1000000,2)), + get_pass_fail(self.plate.moment_demand, a.moment_capacity, relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_IR, required_IR_or_utilisation_ratio(IR=1), + cl_9_3_combined_moment_axial_IR_section(round(self.plate.moment_demand / 1000000, 2), + round(a.moment_capacity / 1000000, 2), + self.load.axial_force, round(a.tension_capacity / 1000, 2), a.IR), + get_pass_fail(1, a.IR, relation="greater")) + self.report_check.append(t1) + + ################## + # Weld Checks + ################## + + t1 = ('SubSection', 'Weld Design', '|p{3.5cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_WELD_SIZE, cl_10_5_2_3_min_fillet_weld_size_required(self.weld_connecting_plates, self.weld_size_min), self.weld.size, + get_pass_fail(self.weld_size_min, self.weld.size, relation="leq")) + self.report_check.append(t1) + t1 = (DISP_MAX_WELD_SIZE, cl_10_5_3_1_max_weld_size(self.weld_connecting_plates, self.weld_size_max), self.weld.size, + get_pass_fail(self.weld_size_max, self.weld.size, relation="geq")) + self.report_check.append(t1) + Ip_weld = round(2 * self.weld.eff_length ** 3 / 12,2) + weld_conn_plates_fu = [self.supporting_section.fu, self.plate.fu] + gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.weld.fabrication] + if Ip_weld != 0.0: + t1 = (DISP_WELD_STRENGTH, weld_strength_req(V=self.load.shear_force*1000,A=self.load.axial_force*1000, + M=self.plate.moment_demand,Ip_w=Ip_weld, + y_max= self.weld.eff_length/2,x_max=0.0,l_w=2*self.weld.eff_length, + R_w=self.weld.stress), + cl_10_5_7_1_1_weld_strength(weld_conn_plates_fu, gamma_mw, self.weld.throat_tk, self.weld.strength), + get_pass_fail(self.weld.stress, self.weld.strength, relation="lesser")) + self.report_check.append(t1) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, + Disp_3D_image, module=self.module) + return True + + ###################################### + # Function for individual component calls in 3D view + ###################################### + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('Fin Plate', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Fin Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Plate", bgcolor) + + \ No newline at end of file diff --git a/osdag_core/design_type/connection/header_plate_connection.py b/osdag_core/design_type/connection/header_plate_connection.py new file mode 100644 index 000000000..c6d5ea43d --- /dev/null +++ b/osdag_core/design_type/connection/header_plate_connection.py @@ -0,0 +1,1831 @@ +""" +Started on 1st February, 2020. + +@author: sourabhdas + +Module: Shear End plate connection + +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) + 3) Fundamentals of Structural steel design by M.L Gambhir + 4) AISC Design Examples V14 + +ASCII diagram + + +-+-------------+-+ + | | | | + | | | | + | | | | + | | | | +-------------------------+ + | | | | |-------------------------| + | | | | | + | | | | _ | + | | | || || + | | +---|-||-||--+ + | | +---|-||-||--+ + | | | || || + | | +---|-||-||--+ + | | +---|-||-||--+ + | | | || || + | | +---|-||-||--+ + | | +---|-||-||--+ + | | | ||_|| + | | | | | + | | | | | + | | | | |-------------------------| + | | | | +-------------------------+ + | | | | + | | | | + +-+-------------+-+ + +""" +from .shear_connection import ShearConnection +from ...utils.common.component import * +from ...utils.common.material import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +import logging +from importlib.resources import files +from ...custom_logger import CustomLogger + + +# class EndPlateConnection(ShearConnection): +class HeaderPlateConnection(ShearConnection): + + def __init__(self): + # super(EndPlateConnection, self).__init__() + super(HeaderPlateConnection, self).__init__() + # self.plate = Plate(thickness=self.plate.thickness_provided, height=plate_height, width=plate_width, material=self.material) + # self.weld = Weld(material_grade=design_dictionary[KEY_MATERIAL], fabrication=design_dictionary[KEY_DP_WELD_TYPE]) + self.weld_size_list = [] + self.design_status = False + # To capture all the hover labels required + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) + tabs.append(t1) + + t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) + tabs.append(t1) + + t6 = ("Connector", TYPE_TAB_2, self.plate_connector_values) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t2 = ("Weld", TYPE_TAB_2, self.weld_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], TYPE_TEXTBOX, + self.get_fu_fy_I_section_suptng) + change_tab.append(t1) + + t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], TYPE_TEXTBOX, + self.get_fu_fy_I_section_suptd) + change_tab.append(t2) + + t3 = ("Connector", [KEY_CONNECTOR_MATERIAL], [KEY_CONNECTOR_FU, KEY_CONNECTOR_FY_20, KEY_CONNECTOR_FY_20_40, + KEY_CONNECTOR_FY_40], TYPE_TEXTBOX, self.get_fu_fy) + + change_tab.append(t3) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t7) + + return change_tab + + def input_dictionary_design_pref(self): + design_input = [] + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) + design_input.append(t1) + + # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) + # design_input.append(t1) + + t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) + design_input.append(t2) + + # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) + # design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t4 = ("Weld", TYPE_COMBOBOX, [KEY_DP_WELD_FAB]) + design_input.append(t4) + + t4 = ("Weld", TYPE_TEXTBOX, [KEY_DP_WELD_MATERIAL_G_O]) + design_input.append(t4) + + t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Connector", TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_WELD_FAB, KEY_DP_WELD_MATERIAL_G_O, KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def get_values_for_design_pref(self, key, design_dictionary): + + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL],41).fu + else: + fu = '' + + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: str(0.3), + KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, + KEY_DP_WELD_MATERIAL_G_O: str(fu), + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_GAP: '10', + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) + }[key] + + return val + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_header_plate_shear_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + @staticmethod + def module_name(): + return KEY_DISP_HEADERPLATE # KEY_DISP_ENDPLATE + + def input_values(self): + + """ + Fuction to return a list of tuples to be displayed as the UI.(Input Dock) + """ + + # @author: Amir, Umair + self.module = KEY_DISP_HEADERPLATE # KEY_DISP_ENDPLATE + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_HEADERPLATE, TYPE_MODULE, None, True, 'No Validator') # KEY_DISP_ENDPLATE + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN, True, 'No Validator') + options_list.append(t2) + + t15 = (KEY_IMAGE, None, TYPE_IMAGE, str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")), True, 'No Validator') + options_list.append(t15) + + t3 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t3) + + t4 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, VALUE_BEAM_COL, True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t7 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_PC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t12) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t14) + + return options_list + + def warn_text(self): + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + # @author Arsil Zunzunia + + red_list = red_list_function() + if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: + self.logger.warning( + " : You are using a section (in red color) that is not available in latest version of IS 808") + self.logger.info( + " : You are using a section (in red color) that is not available in latest version of IS 808") + + def set_input_values(self, design_dictionary): + # super(EndPlateConnection,self).set_input_values(design_dictionary) + super(HeaderPlateConnection,self).set_input_values(design_dictionary) + self.module = design_dictionary[KEY_MODULE] + self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) + self.weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) + # self.weld = Weld(size=10, length= 100, material_grade=design_dictionary[KEY_MATERIAL]) + print("Input values set to perform preliminary member check(s).") + self.member_capacity() + + def member_capacity(self): + # super(EndPlateConnection, self).member_capacity() + super(HeaderPlateConnection, self).member_capacity() + if self.connectivity == VALUES_CONN_2[0]: + if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ + self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force: + + if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0): + self.logger.warning(" : The value of factored shear force is less than the minimum recommended value. " + "Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser" + "[Ref. IS 800:2007, Cl.10.7].") + self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0) + + print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") + self.select_bolt_plate_arrangement() + + else: + self.design_status = False + if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: + self.logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " + "than the factored shear force. Please select a larger section or decrease load." + .format(round(self.supported_section.shear_yielding_capacity/1000, 2))) + else: # self.supported_section.tension_yielding_capacity / 1000 < self.load.axial_force: + self.logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " + "than the factored axial force. Please select a larger section or decrease load." + .format(round(self.supported_section.tension_yielding_capacity/1000, 2))) + print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") + else: + if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ + self.supported_section.tension_yielding_capacity / 1000 > self.load.axial_force and \ + self.supporting_section.tension_yielding_capacity / 1000 > self.load.shear_force: + + if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0): + self.logger.warning(" : The value of factored shear force is less than the minimum recommended value. " + "Setting the value of the shear force to 15% of the supported beam shear capacity or 40 kN, whichever is lesser " + "[Ref. IS 800:2007, Cl.10.7].") + self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0) + print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") + self.select_bolt_plate_arrangement() + + else: + self.design_status = False + if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: + self.logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " + "than the factored shear force. Please select a larger section or decrease load." + .format(round(self.supported_section.shear_yielding_capacity/1000, 2))) + if self.supported_section.tension_yielding_capacity / 1000 < self.load.axial_force: + self.logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " + "than the factored axial force. Please select a larger section or decrease load." + .format(round(self.supported_section.tension_yielding_capacity/1000, 2))) + if self.supporting_section.tension_yielding_capacity / 1000 < self.load.shear_force: + self.logger.error(" : The axial yielding capacity of the supporting section, ({} kN) is less " + "than the factored shear force. Please select a larger section or decrease load." + .format(round(self.supporting_section.tension_yielding_capacity / 1000, 2))) + print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") + + def select_bolt_plate_arrangement(self): + self.output = [] + self.failed_output_plate = [] + self.failed_output_bolt = [] + plate_width = 0.0 + pitch = 0.0 + gauge = 0.0 + end_dist =0.0 + weld_size_max = 0.0 + weld_size_min = 0.0 + count = 0 + self.beta_lj = 1.0 + self.beta_lg = 1.0 + self.beta_pk = 1.0 + plate_cost = 7850e-9 # considered: Rs 1 per kg TODO: take input from user + bolt_cost = 1 # considered: Rs 1 per unit TODO: take input from user + for self.plate.thickness_provided in sorted(self.plate.thickness): + self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) + self.design_status_plate = True + self.design_status_plate_tk = True + self.min_plate_height = self.supported_section.min_plate_height() + self.supported_section.notch_ht = max((round_up(self.supporting_section.flange_thickness + + self.supporting_section.root_radius, 5) + 10), + (round_up(self.supported_section.flange_thickness + + self.supported_section.root_radius, 5) + 10)) + # print("Notch Height:", self.supported_section.notch_ht) + self.max_plate_height = round(self.supported_section.max_plate_height(self.connectivity, self.supported_section.notch_ht),2) + print("Max plate height: ", self.max_plate_height) + # self.res_force = math.sqrt(self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 + # if self.connectivity == VALUES_CONN_1[1]: + self.plate.thickness_check = max(min(self.plate.thickness), math.ceil(self.supported_section.web_thickness)) + + if self.plate.thickness_check > max(self.plate.thickness): + self.design_status_plate_tk = False + self.design_status = False + self.logger.error(" : Select plate(s) of higher thickness and re-design.") + break + + for t in self.plate.thickness: + if t >= self.plate.thickness_check: + self.plate.thickness_check = t + break + + if self.plate.thickness_provided < self.plate.thickness_check: + self.design_status_plate_tk = False + + # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + if self.connectivity == VALUES_CONN_1[0]: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) + else: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) + + t_sum = self.plate.gap + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + self.bolt.bolt_diameter_possible = [] + self.bolt.bolt_diameter_not_possible = [] + for d in self.bolt.bolt_diameter: + if 8*d >= t_sum: + self.bolt.bolt_diameter_possible.append(d) + else: + self.bolt.bolt_diameter_not_possible.append(d) + # print("Removed bolt dia ", d, " mm from available bolt list for plate thickness ", self.plate.thickness_provided, " mm") + # if self.connectivity == VALUES_CONN_1[1]: + # self.connecting_plates_tk = [self.plate.thickness_provided, self.supported_section.flange_thickness] + # else: + # 'FOR WELD CHECK (WELD BETWEEN END PLATE AND SUPPORTED SECTION WEB) # + self.connecting_plates_tk = [self.plate.thickness_provided, self.supported_section.web_thickness] + + # res_force = math.sqrt(self.load.shear_force ** 2 + self.load.axial_force ** 2) * 1000 + # self.bolt.bolt_grade_provided = self.bolt.bolt_grade[-1] + # bolt_diameter_previous = self.bolt.bolt_diameter[-1] + # count = 0 + # bolts_one_line = 1 + + if self.design_status_plate_tk is True and self.bolt.bolt_diameter_possible: + for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter_possible): + bolts_required_initial = 4 + + for self.bolt.bolt_grade_provided in reversed(self.bolt.bolt_grade): + self.design_status_bolt = True + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=1) + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + pass + else: + bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + + self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_grade_provided) + # print("Bolt tension capacity:", self.bolt.bolt_tension_capacity) + # print("Shear force:", self.load.shear_force) + + # self.bolts_required = bolts_required_initial + [available_welds, weld_size_min, weld_size_max] = self.get_available_welds(self.connecting_plates_tk) + col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) + beam_g = (self.supported_section.web_thickness / 2 + weld_size_min + self.bolt.min_end_dist_round) + if col_g > beam_g: + l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size_min) + else: + l_v = self.bolt.min_edge_dist_round + b_e = min(self.bolt.min_pitch_round, 2 * l_v) + [self.bolt.bolt_shear,self.bolt.bolt_tension,self.bolt.bolt_tension_prying, + self.bolts_required_IR_LT1] = self.get_bolt_IR(self.bolt.bolt_capacity, + self.bolt.bolt_tension_capacity, bolts_required_initial, b_e, l_v, + self.bolt.min_pitch_round, 1.0, 1.0, 1.0) + + # print("Bolts required:", self.bolts_required_IR_LT1) + + # return self.bolts_required + bolt_rows = self.bolts_required_IR_LT1/2 + + [bolt_line, bolts_one_line, web_plate_h] = \ + self.plate.get_web_plate_l_bolts_one_line(self.max_plate_height, self.min_plate_height, + bolt_rows, self.bolt.min_end_dist_round, + self.bolt.min_gauge_round) + + if bolt_rows > bolts_one_line: + self.design_status_bolt = False + # print("Dia of bolt:", self.bolt.bolt_diameter_provided) + # bolts_required_previous = self.bolts_required + # bolt_diameter_previous = self.bolt.bolt_diameter_provided + # print("Bolts diameter:", bolt_diameter_previous) + + pitch = self.bolt.min_pitch_round + end_dist = self.bolt.min_end_dist_round + + if web_plate_h > ((bolt_rows-1)*pitch + 2*end_dist): + [pitch, end_dist, web_plate_h] = self.plate.get_gauge_edge_dist(web_plate_h, + bolt_rows, self.bolt.min_end_dist_round, self.max_plate_height, + self.bolt.max_edge_dist_round) + elif web_plate_h < ((bolt_rows-1)*pitch + 2*end_dist): + web_plate_h = ((bolt_rows-1)*pitch + 2*end_dist) + # Updating bolt bearing capacity + + if self.bolt.bolt_type == TYP_BEARING: + bolt_bearing_capacity_disp = self.get_bolt_bearing_updated(end_dist, pitch, bolt_rows, weld_size_min) + + if self.connectivity == VALUES_CONN_1[0] and available_welds and\ + (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius) > \ + (self.supported_section.web_thickness / 2 + min(available_welds)): + self.bolt_dist_to_weld = (self.supporting_section.web_thickness / 2 + + self.supporting_section.root_radius + + self.bolt.min_edge_dist_round - + (self.supported_section.web_thickness / 2 + min(available_welds))) + else: + self.bolt_dist_to_weld = self.bolt.min_edge_dist_round + + self.plate.height = web_plate_h + self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension + self.plate.plate_shear = self.load.shear_force + + [self.plate.plate_moment_capacity, self.plate.shear_capacity, + self.plate.plate_block_shear_capacity] = \ + self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, + self.bolt_dist_to_weld, end_dist, + bolt_rows, self.bolt.dia_hole) + # print("plate_moment:", self.plate.plate_moment) + # print("plate_shear:", self.plate.plate_shear) + # print("plate_moment_capacity:", self.plate.plate_moment_capacity) + # print("shear_capacity:", self.plate.shear_capacity) + + if self.plate.plate_moment > self.plate.plate_moment_capacity or \ + self.plate.plate_shear > self.plate.shear_capacity: + self.design_status_plate = False + [bolt_rows, pitch, end_dist, self.design_status_plate] = self.plate_check(bolt_rows, + pitch, end_dist, self.design_status_plate) + else: + self.design_status_plate = True + + if self.design_status_bolt is True and self.design_status_plate is True: + [available_welds, weld_size_min, weld_size_max] = self.get_available_welds(self.connecting_plates_tk) + # print(available_welds) + if available_welds: + self.design_weld(available_welds) + # if self.weld.design_status is True: + # break + # # else: + # # #TODO: Check self.logger message + # # self.logger.error( + # # ": For given members and %2.2f mm thick plate, weld sizes should be of range %2.2f mm and %2.2f mm " + # # % self.plate.thickness_provided % weld_size_min % weld_size_max) + # # self.logger.info(": Cannot design weld with available welds ") + # print("Weld Status: ", self.weld.design_status) + # if self.weld.design_status is True: + plate_width = round_up(self.weld.size * 2 + self.bolt_dist_to_weld * 2 + + self.bolt.min_edge_dist_round * 2 + self.supported_section.web_thickness, 2) + self.plate_width_check(plate_width) + + if self.plate.height >= web_plate_h: + [pitch, end_dist, self.plate.height, bolt_rows] = self.get_pitch_end_dist(self.plate.height, + bolt_rows, + self.bolt.min_end_dist_round, + self.bolt.max_spacing_round, + self.bolt.max_edge_dist_round, + self.weld.size) + + if self.connectivity == VALUES_CONN_1[0] and min(available_welds) < self.weld.size and \ + (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius) > \ + (self.supported_section.web_thickness / 2 + self.weld.size): + self.bolt_dist_to_weld = (self.supporting_section.web_thickness / 2 + + self.supporting_section.root_radius + + self.bolt.min_edge_dist_round - + (self.supported_section.web_thickness / 2 + self.weld.size)) + self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension + [self.plate.plate_moment_capacity, self.plate.shear_capacity, + self.plate.plate_block_shear_capacity] = \ + self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, + self.bolt_dist_to_weld, end_dist, + bolt_rows, self.bolt.dia_hole) + + if self.plate.design_status is True and self.weld.design_status is True and self.plate.plate_moment < self.plate.plate_moment_capacity: + count += 1 + gauge = round_up(self.weld.size * 2 + + self.bolt_dist_to_weld * 2 + self.supported_section.web_thickness, 2) + plate_width = round_up(self.weld.size * 2 + self.bolt_dist_to_weld * 2 + + self.bolt.min_edge_dist_round * 2 + self.supported_section.web_thickness, + 2) + + # TRIAL FUNCTION # + # total_cost = self.plate.height*plate_width*self.plate.thickness_provided*plate_cost + \ + # bolt_rows*bolt_cost*self.bolt.bolt_diameter_provided*self.bolt.bolt_grade_provided/100 + # trial function for cost optimisation + # todo: Finalize optimisation function + # print("plate cost:", self.plate.height*plate_width*self.plate.thickness_provided*plate_cost) + # print("bolt cost:", bolt_rows*bolt_cost*self.bolt.bolt_diameter_provided*self.bolt.bolt_grade_provided/100) + + ##### O U T P U T D I C T I O N A R Y F O R M A T ##### + row = [int(bolt_rows), # 0-Rows of Bolts + int(self.bolt.bolt_diameter_provided), #1-Bolt Diameter + self.bolt.bolt_grade_provided, #2-Bolt Grade + int(self.plate.thickness_provided), #3-Plate Thickness + int(self.plate.height), #4-Plate Height + plate_width, #5-Plate Width + round(self.bolt.bolt_capacity/1000, 2), #6-Bolt Shear Strength + round(self.bolt.bolt_shear_capacity/1000, 2), #7-Bolt Shear Capacity + bolt_bearing_capacity_disp, #8-Bolt Bearing Capacity + round(self.bolt.bolt_tension_capacity/1000, 2), #9-Bolt Tension Capacity + round(self.bolt.bolt_shear/1000, 2), #10-Bolt Shear Force + round(self.bolt.bolt_tension/1000, 2), #11-Bolt Tension Force + self.bolts_required_IR_LT1, #12-Total Number of Bolts + pitch, #13-Pitch + gauge, #14-Gauge + end_dist, #15-End Distance + self.bolt.min_edge_dist_round, #16-Edge Distance + round(self.bolt.bolt_tension_prying/1000, 2), #17-Bolt Prying Force + round(self.plate.plate_shear, 2), #18-Plate Shear + round(self.plate.plate_moment/1000000, 3), #19-Plate Moment + round(self.plate.shear_capacity, 2), #20-Plate Shear Capacity + round(self.plate.plate_block_shear_capacity/1000, 2), #21-Plate Block Shear Capacity + round(self.plate.plate_moment_capacity/1000000, 3), #22-Plate Moment Capacity + self.weld.size, #23-Weld Size + round(self.weld.stress, 2), #24-Weld Stress + round(self.weld.strength, 2), #25-Weld Strength + weld_size_max, #26-Weld Size max + weld_size_min, #27-Weld size min + self.beta_lj, #28-Beta_lj + self.beta_lg, #29-Beta_lg + self.beta_pk, #30-Beta_pk + self.comb_bolt_ir, #31-Bolt_IR + t_sum, #32-Sum of plate thickness + 'INSERT_HERE', #XX- EMPTY + # total_cost, + count] + self.output.append(row) + # print("********* Trial {} ends here *************".format(count)) + else: + row = [int(bolt_rows), # 0-Rows of Bolts + int(self.bolt.bolt_diameter_provided), # 1-Bolt Diameter + self.bolt.bolt_grade_provided, # 2-Bolt Grade + int(self.plate.thickness_provided), # 3-Plate Thickness + int(self.plate.height), # 4-Plate Height + plate_width, # 5-Plate Width + round(self.bolt.bolt_capacity / 1000, 2), + # 6-Bolt Shear Strength + round(self.bolt.bolt_shear_capacity / 1000, 2), + # 7-Bolt Shear Capacity + bolt_bearing_capacity_disp, # 8-Bolt Bearing Capacity + round(self.bolt.bolt_tension_capacity / 1000, 2), + # 9-Bolt Tension Capacity + round(self.bolt.bolt_shear / 1000, 2), # 10-Bolt Shear Force + round(self.bolt.bolt_tension / 1000, 2), # 11-Bolt Tension Force + self.bolts_required_IR_LT1, # 12-Total Number of Bolts + pitch, # 13-Pitch + gauge, # 14-Gauge + end_dist, # 15-End Distance + self.bolt.min_edge_dist_round, # 16-Edge Distance + round(self.bolt.bolt_tension_prying / 1000, 2), + # 17-Bolt Prying Force + round(self.plate.plate_shear, 2), # 18-Plate Shear + round(self.plate.plate_moment / 1000000, 3), # 19-Plate Moment + round(self.plate.shear_capacity, 2), # 20-Plate Shear Capacity + round(self.plate.plate_block_shear_capacity / 1000, 2), + # 21-Plate Block Shear Capacity + round(self.plate.plate_moment_capacity / 1000000, 3), + # 22-Plate Moment Capacity + self.weld.size, # 23-Weld Size + round(self.weld.stress, 2), # 24-Weld Stress + round(self.weld.strength, 2), # 25-Weld Strength + weld_size_max, # 26-Weld Size max + weld_size_min, # 27-Weld size min + self.beta_lj, # 28-Beta_lj + self.beta_lg, # 29-Beta_lg + self.beta_pk, # 30-Beta_pk + self.comb_bolt_ir, #31-Bolt_IR + t_sum, #32-Sum of plate thickness + 'INSERT_HERE', # XX- EMPTY + # total_cost, + count] + self.failed_output_plate.append(row) + else: + + row = [int(bolt_rows), # 0-Rows of Bolts + int(self.bolt.bolt_diameter_provided), # 1-Bolt Diameter + self.bolt.bolt_grade_provided, # 2-Bolt Grade + int(self.plate.thickness_provided), # 3-Plate Thickness + int(self.plate.height), # 4-Plate Height + 0.0, # 5-Plate Width + round(self.bolt.bolt_capacity / 1000, 2), # 6-Bolt Shear Strength + round(self.bolt.bolt_shear_capacity / 1000, 2), + # 7-Bolt Shear Capacity + bolt_bearing_capacity_disp, # 8-Bolt Bearing Capacity + round(self.bolt.bolt_tension_capacity / 1000, 2), + # 9-Bolt Tension Capacity + round(self.bolt.bolt_shear / 1000, 2), # 10-Bolt Shear Force + round(self.bolt.bolt_tension / 1000, 2), # 11-Bolt Tension Force + self.bolts_required_IR_LT1, # 12-Total Number of Bolts + pitch, # 13-Pitch + 0.0, # 14-Gauge + end_dist, # 15-End Distance + self.bolt.min_edge_dist_round, # 16-Edge Distance + round(self.bolt.bolt_tension_prying / 1000, 2), + # 17-Bolt Prying Force + round(self.plate.plate_shear, 2), # 18-Plate Shear + round(self.plate.plate_moment / 1000000, 3), # 19-Plate Moment + round(self.plate.shear_capacity, 2), # 20-Plate Shear Capacity + round(self.plate.plate_block_shear_capacity / 1000, 2), + # 21-Plate Block Shear Capacity + round(self.plate.plate_moment_capacity / 1000000, 3), + # 22-Plate Moment Capacity + self.weld.size, # 23-Weld Size + round(self.weld.stress, 2), # 24-Weld Stress + round(self.weld.strength, 2), # 25-Weld Strength + weld_size_max, # 26-Weld Size max + weld_size_min, # 27-Weld size min + self.beta_lj, # 28-Beta_lj + self.beta_lg, # 29-Beta_lg + self.beta_pk, # 30-Beta_pk + self.comb_bolt_ir, # 31-Bolt_IR + + t_sum, # 32-Sum of plate thickness + 'INSERT_HERE', # XX- EMPTY + # total_cost, + count] + self.failed_output_bolt.append(row) + + if bolts_one_line <= 1 and self.bolt.bolt_diameter_provided == min(self.bolt.bolt_diameter_possible) \ + and self.bolt.bolt_grade_provided == min(self.bolt.bolt_grade) \ + and self.plate.thickness_provided == sorted(self.plate.thickness)[-1]: + self.design_status = False + self.design_status_bolt = False + # self.logger.error(" : Select bolt of lower diameter, sufficient plate height/ width not available to arrange bolts") + if not self.bolt.bolt_diameter_possible: + self.design_status = False + self.design_status_bolt = False + if not self.bolt.bolt_diameter_possible and len(self.output) == 0: + self.design_status = False + self.design_status_bolt = False + self.logger.error(" : Checking plate thickness of {} mm and bolt diameter of {} mm".format( + self.plate.thickness_provided, max(self.bolt.bolt_diameter_not_possible))) + self.logger.error(" : Total thickness of connecting elements, including packing plate in gap, is more than " + "8 times bolt diameter, please select higher bolt diameter or lower plate thickness") + self.logger.error(" : It fails in bolt grip length check as per Cl. 10.3.3.2 of IS 800:2007") + if self.design_status_plate_tk is False: + self.design_status = False + self.logger.error(" : Select plate(s) of higher thickness") + elif len(self.output) > 0: + self.design_status = True + self.design_status_bolt = True + self.design_status_plate= True + self.weld.design_status = True + self.output.sort(key=lambda x: (x[3], x[0], x[1], x[2])) + self.set_values_to_class() + print("No of effective trials: ", count) + print(self.output[0]) + if self.output[0][26] == self.output[0][27]: + self.logger.info("The minimum weld size is greater than or equal to the thickness of the thinner connecting plate [Ref. Table 21, " + "IS800:2007].") + self.logger.info("Thicker plate shall be adequately preheated to prevent cracking of the weld.") + if self.output[0][23] in (3,4): + self.logger.info(": The minimum recommended weld throat thickness suggested by IS 800:2007 is 3 mm, as per " + + "cl. 10.5.3.1. Weld throat thickness is not considered as per cl. 10.5.3.2. Please take " + + "necessary detailing precautions at site accordingly.") + self.get_design_status() + elif len(self.failed_output_plate) > 0: + self.design_status = False + self.design_status_bolt = True + self.design_status_plate= False + self.weld.design_status = False + self.set_values_to_class() + self.logger.error(" : Plate moment/shear capacity is insufficient. Choose higher thickness/grade.") + self.logger.error(" : (Or) Required plate width is greater than available width.") + self.logger.error(": (Or) Weld thickness is not sufficient [Ref. Cl. 10.5.7, IS 800:2007].") + # self.logger.warning(": Minimum weld thickness required is %2.2f mm " % self.weld.t_weld_req) + self.logger.info(": Increase the length of the weld/end plate.") + elif len(self.failed_output_bolt) >0: + self.design_status = False + self.design_status_bolt = False + self.design_status_plate = False + self.weld.design_status = False + self.set_values_to_class() + self.logger.error(" : Select a bolt of higher capacity, sufficient plate width/height is not available to accommodate the defined bolts.") + # elif count == 0: + # self.design_status = False + # # print(self.design_status) + # # return self.design_status + # self.set_values_to_class() + # if self.design_status_plate is False: + # self.logger.error(" : Select plate of higher thickness") + # elif self.design_status_plate is False: + # self.design_status = False + # self.set_values_to_class() + # self.logger.error(" : Plate moment/shear capacity is insufficient. Choose higher thickness/grade") + # elif self.plate.design_status is False: + # self.design_status = False + # self.set_values_to_class() + # self.logger.error(" : Required plate width is greater than available width") + # elif self.weld.design_status is False: + # # TODO: Check self.logger message + # self.design_status = False + # self.set_values_to_class() + # self.logger.error(": Weld thickness is not sufficient [cl. 10.5.7, IS 800:2007]") + # #logger.warning(": Minimum weld thickness required is %2.2f mm " % self.weld.t_weld_req) + # self.logger.info(": Should increase length of weld/End plate") + # # self.logger.error( + # # ": For given members and %2.2f mm thick plate, weld sizes should be of range %2.2f mm and %2.2f mm " + # # % self.plate.thickness_provided % weld_size_min % weld_size_max)# + # self.logger.info(": Cannot design weld with available welds ") + # else: + # # self.get_design_status() + # self.output.sort(key=lambda x: (x[3], x[0], x[1], x[2])) + # self.set_values_to_class() + # print("No of effective trials: ", count) + # print(self.output[0]) + # if self.output[0][26] == self.output[0][27]: + # self.logger.info("Minimum weld size given in Table 21 of IS800:2007 is greater than or equal to thickness " + # "of thinner connecting plate") + # self.logger.info("Thicker plate shall be adequately preheated to prevent cracking of the weld") + # self.get_design_status() + + def set_values_to_class(self): + if self.design_status is True: + a = self.output + elif self.design_status_bolt is False or self.design_status_plate_tk is False or self.design_status_plate is False: + self.failed_output_bolt.sort(key=lambda x: (x[0], x[1], x[2], x[3])) + a = self.failed_output_bolt + elif self.plate.design_status is False or self.weld.design_status is False: + self.failed_output_plate.sort(key=lambda x: (x[3], x[0], x[1], x[2])) + a = self.failed_output_plate + self.plate.bolt_line = 2 # only one line of bolts provided on each side of web + self.plate.bolts_one_line = a[0][0] + self.plate.bolts_required = self.plate.bolt_line * self.plate.bolts_one_line + self.bolt.bolt_diameter_provided = a[0][1] + self.bolt.bolt_grade_provided = a[0][2] + + self.plate.thickness_provided = a[0][3] + self.plate.height = a[0][4] + self.plate.width = a[0][5] + + self.bolt.bolt_capacity = a[0][6] + self.bolt.bolt_shear_capacity = a[0][7] + self.bolt.bolt_bearing_capacity_disp = a[0][8] + self.bolt.bolt_tension_capacity = a[0][9] + self.bolt.bolt_shear = a[0][10] + self.bolt.bolt_tension = a[0][11] + self.bolt.bolt_tension_prying = a[0][17] + + self.beta_lj = round(a[0][28], 3) + self.beta_lg = round(a[0][29], 3) + self.beta_pk = round(a[0][30], 3) + self.comb_bolt_ir = round(a[0][31], 3) + self.bolt_capacity = round(self.bolt.bolt_capacity*self.beta_lj*self.beta_lg*self.beta_pk, 2) + self.bolt_tension = round(self.bolt.bolt_tension + self.bolt.bolt_tension_prying, 3) + self.t_sum = a[0][32] + + self.plate.pitch_provided = a[0][13] + self.plate.gauge_provided = a[0][14] + self.plate.end_dist_provided = a[0][15] + self.plate.edge_dist_provided = a[0][16] + + self.plate.plate_shear = a[0][18] + self.plate.plate_moment = a[0][19] + self.plate.shear_capacity = a[0][20] + self.plate.plate_block_shear_capacity = a[0][21] + self.plate.plate_moment_capacity = a[0][22] + + self.weld.length = a[0][4] + self.weld.size = a[0][23] + self.weld.stress = a[0][24] + self.weld.strength = a[0][25] + self.weld.weld_size_max = a[0][26] + self.weld.weld_size_min = a[0][27] + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.plate.fu, self.plate.fy)) + if self.connectivity == VALUES_CONN_1[0]: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) + else: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) + # print("bear cap",self.bolt.bolt_bearing_capacity) + self.bolt.calculate_bolt_capacity(self.bolt.bolt_diameter_provided, self.bolt.bolt_grade_provided, + self.bolt_conn_plates_t_fu_fy, 1, e=self.plate.end_dist_provided,p=self.plate.pitch_provided) + # print("bear cap 2", self.bolt.bolt_bearing_capacity) + self.bolt.calculate_bolt_spacing_limits(self.bolt.bolt_diameter_provided,self.bolt_conn_plates_t_fu_fy,1) + col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.plate.edge_dist_provided) + beam_g = (self.supported_section.web_thickness / 2 + self.weld.size + self.plate.edge_dist_provided) + if col_g > beam_g: + l_v = col_g - (self.supported_section.web_thickness / 2 + self.weld.size) + else: + l_v = self.bolt.min_edge_dist_round + b_e = min(self.plate.pitch_provided, 2 * l_v) + no_bolt = self.plate.bolt_line * self.plate.bolts_one_line + self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) + self.bolt.bolt_shear = self.load.shear_force * 1000 / no_bolt # N + # print("bolt_shear", self.bolt.bolt_shear) + self.bolt.bolt_tension = self.load.axial_force * 1000 / no_bolt # N + # print("bolt_tension", self.bolt.bolt_tension) + if self.bolt.bolt_type == TYP_FRICTION_GRIP: + self.bolt.bolt_tensioning = 'Pre-tensioned' + # TODO: check available effective width per pair of bolts (b_e) + self.bolt.bolt_tension_prying = IS800_2007.cl_10_4_7_bolt_prying_force(self.bolt.bolt_tension, l_v, + 0.7 * self.bolt.bolt_fu, b_e, + self.plate.thickness_provided, + self.plate.fy, + self.bolt.min_end_dist_round, + self.bolt.bolt_tensioning) + # print("bolt_tension_prying", self.bolt.bolt_tension_prying) + self.comb_bolt_ir = (self.bolt.bolt_shear / (self.bolt.bolt_capacity)) ** 2 + \ + ((self.bolt.bolt_tension + self.bolt.bolt_tension_prying) / self.bolt.bolt_tension_capacity) ** 2 + # print(self.comb_bolt_ir) + self.plate.Z_p = self.plate.height * self.plate.thickness_provided ** 2 / 4 + self.plate.Z_e = self.plate.height * self.plate.thickness_provided ** 2 / 6 + # [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, + # self.bolts_required_IR_LT1] = self.get_bolt_IR(self.bolt.bolt_capacity, + # self.bolt.bolt_tension_capacity, bolts_required_initial, b_e, + # l_v, + # self.bolt.min_pitch_round, 1.0, 1.0, 1.0) + + + + + def get_bolt_bearing_updated(self, end_dist, pitch, bolts_one_line, weld_size): + t_fu_prev = self.bolt_conn_plates_t_fu_fy[0][0] * self.bolt_conn_plates_t_fu_fy[0][1] + thk_considered = self.bolt_conn_plates_t_fu_fy[0][0] + fu_considered = self.bolt_conn_plates_t_fu_fy[0][1] + for i in self.bolt_conn_plates_t_fu_fy: + t_fu = i[0] * i[1] + if t_fu <= t_fu_prev: + thk_considered = i[0] + fu_considered = i[1] + self.bolt.bolt_bearing_capacity = IS800_2007.cl_10_3_4_bolt_bearing_capacity( + f_u=fu_considered, f_ub=self.bolt.bolt_fu, t=thk_considered, + d=self.bolt.bolt_diameter_provided, e=end_dist, p=pitch, + bolt_hole_type=self.bolt.bolt_hole_type) + self.bolt.bolt_capacity = min(self.bolt.bolt_bearing_capacity, self.bolt.bolt_shear_capacity) + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + if self.bolt.bolt_type == TYP_BEARING: + l_j = pitch * (bolts_one_line - 1) + t_sum = self.plate.gap + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) + self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) + self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) + else: + self.beta_lj = 1.0 + self.beta_lg = 1.0 + self.beta_pk = 1.0 + # print("beta_lj", self.beta_lj) + col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) + beam_g = (self.supported_section.web_thickness / 2 + weld_size + self.bolt.min_end_dist_round) + if col_g > beam_g: + l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size) + else: + l_v = self.bolt.min_edge_dist_round + b_e = min(pitch, 2 * l_v) + + [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, bolts_n] = \ + self.get_bolt_IR(self.bolt.bolt_capacity, self.bolt.bolt_tension_capacity, + bolts_one_line * 2, b_e, l_v, pitch, self.beta_lj, self.beta_lg, self.beta_pk) + return bolt_bearing_capacity_disp + + def plate_check(self, bolt_rows, pitch, end_dist, design_status_plate): + [available_welds, weld_size_min, weld_size_max] = self.get_available_welds(self.connecting_plates_tk) + while self.plate.height <= self.max_plate_height: + design_status_plate = False + self.max_bolts_one_line = int( + ((self.plate.height - (2 * self.bolt.min_end_dist_round)) / + self.bolt.min_gauge_round) + 1) + print("max_bolts_one_line: ", self.max_bolts_one_line) + print(bolt_rows, "bolt_rows init") + while bolt_rows <= self.max_bolts_one_line: + + [pitch, end_dist, self.plate.height, bolt_rows] = \ + self.get_pitch_end_dist(self.plate.height, bolt_rows, + self.bolt.min_end_dist_round, + self.bolt.max_spacing_round, + self.bolt.max_edge_dist_round, + weld_size_min) + print(bolt_rows, "bolt_rows") + [self.plate.plate_moment_capacity, self.plate.shear_capacity, + self.plate.plate_block_shear_capacity] = \ + self.get_plate_capacity(self.plate.thickness_provided, self.plate.height, pitch, + self.bolt_dist_to_weld, end_dist, + bolt_rows, self.bolt.dia_hole) + self.plate.plate_moment = self.bolt_dist_to_weld * self.bolt.bolt_tension + # self.plate.plate_shear = self.load.shear_force * 1000 + if self.plate.plate_moment > self.plate.plate_moment_capacity or \ + self.plate.plate_shear > self.plate.shear_capacity: + design_status_plate = False + if (self.max_plate_height - self.plate.height) >= self.bolt.min_pitch_round: + bolt_rows += 1 + else: + break + else: + design_status_plate = True + break + print("design_status_plate: ", design_status_plate) + if design_status_plate is False: + self.plate.height += self.bolt.min_pitch_round + else: + break + return bolt_rows, pitch, end_dist, design_status_plate + + def get_pitch_end_dist(self, plate_h, bolts_one_line, edge_dist, max_spacing, max_edge_dist, weld_size): + """ + :param web_plate_l: height of plate + :param min_end_dist_round: minimum end distance + :param bolts_one_line: bolts in one line + :param max_spacing_round: maximum pitch + :param max_end_dist_round: maximum end distance + :return: pitch, end distance, height of plate (false if applicable) + """ + pitch = 0 + while True: + if bolts_one_line > 1: + pitch = round_up((plate_h - (2 * edge_dist)) / (bolts_one_line - 1), multiplier=5) + + plate_h = pitch * (bolts_one_line - 1) + edge_dist * 2 + # print(plate_h, "plate_h web") + if self.bolt.bolt_type == TYP_BEARING: + l_j = pitch * (bolts_one_line - 1) + t_sum = self.plate.gap + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) + self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) + self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) + else: + self.beta_lj = 1.0 + self.beta_lg = 1.0 + self.beta_pk = 1.0 + # print("beta_lj", self.beta_lj, self.beta_lg, self.beta_pk) + if self.bolt.bolt_type == TYP_BEARING: + bolt_bearing_capacity_disp = self.get_bolt_bearing_updated(edge_dist, pitch, bolts_one_line, weld_size) + + col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.bolt.min_end_dist_round) + beam_g = (self.supported_section.web_thickness / 2 + weld_size + self.bolt.min_end_dist_round) + if col_g > beam_g: + l_v = col_g - (self.supported_section.web_thickness / 2 + weld_size) + else: + l_v = self.bolt.min_edge_dist_round + b_e = min(pitch, 2 * l_v) + [self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, bolts_n]=\ + self.get_bolt_IR(self.bolt.bolt_capacity, self.bolt.bolt_tension_capacity, + bolts_one_line * 2, b_e, l_v, pitch, self.beta_lj, self.beta_lg, self.beta_pk) + + if (self.max_plate_height - plate_h) >= self.bolt.min_pitch_round: + if bolts_n/2 > bolts_one_line: + bolts_one_line = bolts_n/2 + continue + elif pitch > max_spacing: + pitch, edge_dist = self.plate.get_spacing_adjusted(pitch, edge_dist, max_spacing) + if edge_dist >= max_edge_dist: + edge_dist = max_edge_dist + bolts_one_line += 1 + else: + break + else: + break + + # print("web", pitch, edge_dist, plate_h) + return pitch, edge_dist, plate_h, bolts_one_line + + def get_bolt_IR(self, bolt_shear_capacity, bolt_tension_capacity, no_bolt, b_e, l_v, pitch, beta_lj=1.0, + beta_lg=1.0, beta_pk=1.0): + while True: + self.bolt.bolt_shear = self.load.shear_force * 1000 / no_bolt # N + # print("bolt_shear", self.bolt.bolt_shear) + self.bolt.bolt_tension = self.load.axial_force * 1000 / no_bolt # N + # print("bolt_tension", self.bolt.bolt_tension) + if self.bolt.bolt_type == TYP_FRICTION_GRIP: + self.bolt.bolt_tensioning = 'Pre-tensioned' + # TODO: check available effective width per pair of bolts (b_e) + self.bolt.bolt_tension_prying = IS800_2007.cl_10_4_7_bolt_prying_force(self.bolt.bolt_tension, l_v, + 0.7*self.bolt.bolt_fu, b_e, self.plate.thickness_provided, + self.plate.fy, self.bolt.min_end_dist_round, self.bolt.bolt_tensioning) + # print("bolt_tension_prying", self.bolt.bolt_tension_prying) + self.comb_bolt_ir = (self.bolt.bolt_shear / (bolt_shear_capacity*beta_lj*beta_lg*beta_pk)) ** 2 + \ + ((self.bolt.bolt_tension + self.bolt.bolt_tension_prying)/bolt_tension_capacity) ** 2 + # print(self.comb_bolt_ir) + if self.comb_bolt_ir > 1: + no_bolt += 2 + if self.bolt.bolt_type == TYP_BEARING: + l_j = (no_bolt/2 - 1) * pitch + t_sum = self.plate.gap + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) + self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, l_j) + self.beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) + else: + self.beta_lj = 1.0 + self.beta_lg = 1.0 + self.beta_pk = 1.0 + beta_lj = self.beta_lj + beta_lg = self.beta_lg + beta_pk = self.beta_pk + else: + break + return self.bolt.bolt_shear, self.bolt.bolt_tension, self.bolt.bolt_tension_prying, no_bolt + + def get_plate_capacity(self, p_th, p_h, pitch, bolt_dist, end, n_row, bolt_hole_dia): + # plate_moment = min_edge_dist * bolt_tension + self.plate.Z_p = (min(pitch, 2 * bolt_dist)) * p_th **2 /4 + self.plate.Z_e = (min(pitch, 2 * bolt_dist)) * p_th **2 /6 + plate_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(self.plate.Z_e, self.plate.Z_p, self.plate.fy, 'plastic') + A_v = p_h* p_th + plate_shear_yielding_capacity = IS800_2007.cl_8_4_design_shear_strength(A_v, self.plate.fy) + + A_vg = ((n_row-1) * pitch + end) * p_th + A_vn = ((n_row-1) * pitch + end - (float(n_row)-0.5) * bolt_hole_dia) * p_th + A_tg = 2 * self.bolt.min_edge_dist_round * p_th + A_tn = 2 * (self.bolt.min_edge_dist_round - 0.5 * bolt_hole_dia) * p_th + + plate_block_shear_capacity = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, self.plate.fu, self.plate.fy) + plate_shear_capacity = round((min(plate_shear_yielding_capacity, plate_block_shear_capacity) )/ 1000, 2) + + return plate_moment_capacity, plate_shear_capacity, plate_block_shear_capacity + + def get_available_welds(self, connecting_members=[]): + weld_size_max = math.ceil(min(connecting_members)) + weld_size_min = math.ceil(IS800_2007.cl_10_5_2_3_min_weld_size(connecting_members[0], connecting_members[1])) + if 7<= weld_size_max < max(ALL_WELD_SIZES) and weld_size_max%2 != 0: + weld_size_max = round_up(weld_size_max,2) + available_welds = list([x for x in ALL_WELD_SIZES if (weld_size_min <= x <= weld_size_max)]) + # if available_welds == [] and weld_size_min < max(ALL_WELD_SIZES): + # available_welds = [weld_size_min] + return available_welds,weld_size_min,weld_size_max + + def design_weld(self,available_welds): + self.weld.design_status = False + self.weld.size = available_welds[0] + while self.plate.height <= self.max_plate_height: + self.weld.length = self.plate.height + self.weld.throat_tk = IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness( + fillet_size=self.weld.size, fusion_face_angle=90) + self.weld.eff_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( + fillet_size=self.weld.size, available_length=self.weld.length) + self.weld.get_weld_strength(connecting_fu=[self.plate.fu, self.supported_section.fu,self.weld.fu], + weld_fabrication=self.weld.fabrication, + t_weld=self.weld.size, weld_angle=90) + self.beta_lw = IS800_2007.cl_10_5_7_3_weld_long_joint(self.weld.eff_length, self.weld.throat_tk) + self.weld.strength = self.weld.strength * self.beta_lw + force_h = self.load.shear_force * 1000 + force_l = self.load.axial_force * 1000 + # force_t = self.plate.moment_demand + self.weld.get_weld_stress(force_h, force_l, l_weld=2*self.weld.eff_length, weld_twist= 0.0, Ip_weld=0.0, y_max=0.0, + x_max=0.0) + if self.weld.strength > self.weld.stress: + break + else: + t_weld_req = self.weld.size * self.weld.stress / self.weld.strength + # print(t_weld_req) + available_welds_updated = list([x for x in available_welds if (t_weld_req <= x)]) + # print(available_welds_updated) + if not available_welds_updated: + self.plate.height += 10 + self.weld.size = available_welds[0] + self.logger.warning('Weld stress is guiding plate height, trying with a length of %2.2f mm' % self.plate.height) + else: + self.weld.size = available_welds_updated[0] + # print(self.weld.size, self.weld.length) + if self.weld.strength < self.weld.stress: + self.weld.t_weld_req = self.weld.size * self.weld.stress / self.weld.strength + self.weld.design_status = False + # self.logger.error(": Weld thickness is not sufficient [cl. 10.5.7, IS 800:2007]") + # self.logger.warning(": Minimum weld thickness required is %2.2f mm " % t_weld_req) + # self.logger.info(": Should increase length of weld/End plate") + else: + self.weld.design_status = True + + def get_design_status(self): + if self.weld.design_status is True: + self.design_status = True + self.logger.info("End plate is designed with minimum possible plate thickness.") + self.logger.info("Bolt columns are limited to two (one on each side) in shear end plate.") + self.logger.info("=== End Of Design ===") + + def plate_width_check(self, plate_width): + if self.connectivity == VALUES_CONN_1[0]: + clear_width = self.supporting_section.flange_width + if clear_width <= plate_width: + self.plate.design_status = False + else: + self.plate.design_status = True + elif self.connectivity == VALUES_CONN_1[1]: + clear_depth = self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - \ + 2 * self.supporting_section.root_radius + if clear_depth <= plate_width: + self.plate.design_status = False + else: + self.plate.design_status = True + else: + self.plate.design_status = True + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('End Plate', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + from PySide6.QtCore import Qt + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'End Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Plate", bgcolor) + + def output_values(self, flag): + ''' + Fuction to return a list of tuples to be displayed as the UI.(Output Dock) + ''' + + # @author: Umair + print(flag) + + out_list = [] + + # TODO: 'Bolt Properties: Start' + + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, self.output[0][1] if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_PC_PROVIDED, TYPE_TEXTBOX, self.output[0][2] if flag else '', True) + out_list.append(t3) + + t3_1 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, self.output[0][0] if flag else '', True) + out_list.append(t3_1) + + # t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, self.output[0][7] if flag else '', True) + # out_list.append(t4) + # + # t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, self.output[0][8] if flag else '', True) + # out_list.append(t5) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity if flag else '', True) + out_list.append(t6) + + t6_1 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, self.output[0][9] if flag else '', True) + out_list.append(t6_1) + + t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, self.output[0][10] if flag else '', True) + out_list.append(t21) + + t21_1 = (KEY_OUT_BOLT_TENSION_FORCE, KEY_OUT_DISP_BOLT_TENSION_FORCE, TYPE_TEXTBOX, self.bolt_tension if flag else '', True) + out_list.append(t21_1) + + # t21_2 = (KEY_OUT_BOLT_PRYING_FORCE, KEY_OUT_DISP_BOLT_PRYING_FORCE, TYPE_TEXTBOX, self.output[0][17] if flag else '', True) + # out_list.append(t21_2) + + t3_2 = (KEY_OUT_BOLT_IR_DETAILS, KEY_OUT_DISP_BOLT_IR_DETAILS, TYPE_OUT_BUTTON, ['Details', self.bolt_capacity_details], True) + out_list.append(t3_2) + + t23 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + out_list.append(t23) + + # TODO: 'Bolt Properties: End' + + # TODO: Plate properties: Start + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True) + out_list.append(t13) + + t14 = (KEY_OUT_PLATETHK, KEY_OUT_DISP_PLATETHK, TYPE_TEXTBOX, self.output[0][3] if flag else '', True) + out_list.append(t14) + + t15 = (KEY_OUT_PLATE_HEIGHT, KEY_OUT_DISP_PLATE_HEIGHT, TYPE_TEXTBOX, self.output[0][4] if flag else '', True) + out_list.append(t15) + + t16 = (KEY_OUT_PLATE_LENGTH, KEY_OUT_DISP_PLATE_WIDTH, TYPE_TEXTBOX, self.output[0][5] if flag else '', True) + out_list.append(t16) + + t22 = (KEY_OUT_PLATE_CAPACITIES, KEY_OUT_DISP_PLATE_CAPACITIES, TYPE_OUT_BUTTON, ['Capacity Details', self.capacities], True) + out_list.append(t22) + + # TODO: Plate Properties: End + + # TODO: Weld properties: Start + + t24 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) + out_list.append(t24) + + t25 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, self.output[0][23] if flag else '', True) + out_list.append(t25) + + t26 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH, TYPE_TEXTBOX, self.output[0][25] if flag else '', True) + out_list.append(t26) + + t27 = (KEY_OUT_WELD_STRESS, KEY_OUT_DISP_WELD_STRESS, TYPE_TEXTBOX, self.output[0][24] if flag else '', True) + out_list.append(t27) + + # Populate hover dict + self.hover_dict["Column"] = f"Column: {self.supporting_section.designation if flag else ''}" + self.hover_dict["Beam"] = f"Beam: {self.supported_section.designation if flag else ''}" + + # In the web 3D viewer, bolts and welds are fused into the Plate STL. + try: + bolt_count = self.output[0][12] if flag and self.output else '' + plate_width = self.output[0][5] if flag and self.output else '' + plate_height = self.output[0][4] if flag and self.output else '' + plate_thk = self.output[0][3] if flag and self.output else '' + weld_size = self.output[0][23] if flag and self.output else '' + except (IndexError, TypeError, ValueError): + bolt_count = plate_width = plate_height = plate_thk = weld_size = '' + + self.hover_dict["Plate"] = ( + f"Plate: {plate_width} mm x " + f"{plate_height} mm x " + f"{plate_thk} mm" + f"
    Bolt Grade: {self.bolt.bolt_grade_provided if flag else ''}, " + f"Dia: {self.bolt.bolt_diameter_provided if flag else ''} mm, " + f"Nos: {bolt_count}" + f"
    Weld Size: {weld_size} mm, " + f"Length: {self.plate.height if flag else ''} mm" + ) + # Keep separate keys for future per-part meshes + self.hover_dict["Bolt"] = ( + f"Bolt
    Grade: {self.bolt.bolt_grade_provided if flag else ''}" + f"
    Diameter: {self.bolt.bolt_diameter_provided if flag else ''} mm" + f"
    No. of Bolts: {bolt_count}" + ) + self.hover_dict["Weld"] = ( + f"Weld
    Size: {weld_size} mm" + f"
    Length: {self.plate.height if flag else ''} mm" + ) + + # TODO: Weld Properties: End + return out_list + + def bolt_capacity_details(self, flag): + + bolt_details = [] + + t4 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, self.output[0][7] if flag else '', True) + bolt_details.append(t4) + + t5 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, self.output[0][8] if flag else '', True) + bolt_details.append(t5) + + t5_1 = (KEY_OUT_BETA_LJ, KEY_OUT_DISP_BETA_LJ, TYPE_TEXTBOX, self.beta_lj if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) + bolt_details.append(t5_1) + + t5_2 = (KEY_OUT_BETA_LG, KEY_OUT_DISP_BETA_LG, TYPE_TEXTBOX, self.beta_lg if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) + bolt_details.append(t5_2) + + t5_3 = (KEY_OUT_BETA_PK, KEY_OUT_DISP_BETA_PK, TYPE_TEXTBOX, self.beta_pk if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', True) + bolt_details.append(t5_3) + + t6 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_VALUE, TYPE_TEXTBOX, self.bolt_capacity if flag else '', True) + bolt_details.append(t6) + + t6_1 = (KEY_OUT_BOLT_TENSION_CAPACITY, KEY_OUT_DISP_BOLT_TENSION_CAPACITY, TYPE_TEXTBOX, self.output[0][9] if flag else '', True) + bolt_details.append(t6_1) + + t21 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_SHEAR_FORCE, TYPE_TEXTBOX, self.output[0][10] if flag else '', True) + bolt_details.append(t21) + + t21_1 = (KEY_OUT_BOLT_TENSION_FORCE, KEY_OUT_DISP_BOLT_TENSION_FORCE, TYPE_TEXTBOX, self.output[0][11] if flag else '', True) + bolt_details.append(t21_1) + + t21_2 = (KEY_OUT_BOLT_PRYING_FORCE, KEY_OUT_DISP_BOLT_PRYING_FORCE, TYPE_TEXTBOX, self.output[0][17] if flag else '', True) + bolt_details.append(t21_2) + + t21_3 = (KEY_OUT_BOLT_TENSION_TOTAL, KEY_OUT_DISP_BOLT_TENSION_TOTAL, TYPE_TEXTBOX, self.bolt_tension if flag else '', True) + bolt_details.append(t21_3) + + t21_4 = (KEY_OUT_BOLT_IR, KEY_OUT_DISP_BOLT_IR, TYPE_TEXTBOX, round(self.comb_bolt_ir/1000000,2) if flag else '', True) + bolt_details.append(t21_4) + + return bolt_details + + def spacing(self, status): + + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("ep_shear.png")), 400, 277, ""]) # [image, width, height, caption] + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.output[0][13] if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.output[0][15] if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.output[0][14] if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.output[0][16] if status else '') + spacing.append(t12) + + return spacing + + def capacities(self, flag): + + capacities = [] + + t17 = (KEY_OUT_PLATE_SHEAR, KEY_OUT_DISP_PLATE_SHEAR, TYPE_TEXTBOX, self.output[0][20] if flag else '') + capacities.append(t17) + + t18 = (KEY_OUT_PLATE_BLK_SHEAR, KEY_OUT_DISP_PLATE_BLK_SHEAR, TYPE_TEXTBOX, self.output[0][21] if flag else '') + capacities.append(t18) + + t19 = (KEY_OUT_PLATE_MOM_DEMAND, KEY_OUT_DISP_PLATE_MOM_DEMAND_SEP, TYPE_TEXTBOX, self.output[0][19] if flag else '') + capacities.append(t19) + + t20 = (KEY_OUT_PLATE_MOM_CAPACITY, KEY_OUT_DISP_PLATE_MOM_CAPACITY_SEP, TYPE_TEXTBOX, self.output[0][22] if flag else '') + capacities.append(t20) + + return capacities + + ###################################### + # Function to create design report (LateX/PDF) + ###################################### + def save_design(self, popup_summary): + # super(EndPlateConnection, self).save_design() + super(HeaderPlateConnection, self).save_design() + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + + self.report_check = [] + ####################### + # Section Capacities + ####################### + + t1 = ('SubSection', 'Section Design Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + a = self.supported_section + h = a.web_height + t = a.web_thickness + + t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, + cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, a.shear_yielding_capacity), + get_pass_fail(self.load.shear_force, round(a.shear_yielding_capacity/1000,2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_TENSION_CAPACITY, self.load.axial_force, + cl_6_2_tension_yield_capacity_member(h, t, a.fy, gamma_m0, round(a.tension_yielding_capacity, 2)), + get_pass_fail(self.load.axial_force, round(a.tension_yielding_capacity/1000, 2), relation="lesser")) + self.report_check.append(t1) + + if self.design_status_plate_tk is False: + t1 = ('SubSection', 'Minimum Plate Thickness Check', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), + self.plate.thickness_provided, + get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + + if self.supported_section.design_status is True and self.design_status_plate_tk is True: + t1 = ('SubSection', 'Bolt Design', '|p{3cm}|p{6cm}|p{6.6cm}|p{1.2cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_GRD, '', self.bolt.bolt_grade_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_PLTHICK, '', self.plate.thickness_provided,'') + self.report_check.append(t1) + t6 = (DISP_NUM_OF_COLUMNS, 2, self.plate.bolt_line, get_pass_fail(2, self.plate.bolt_line, relation='leq')) + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, '', self.plate.bolts_one_line, get_pass_fail(2, self.plate.bolts_one_line, relation='leq')) + self.report_check.append(t7) + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.plate.pitch_provided, + get_pass_fail(self.bolt.min_pitch, self.plate.pitch_provided, relation='leq')) + self.report_check.append(t1) + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(self.connecting_plates_tk), self.plate.pitch_provided, + get_pass_fail(self.bolt.max_spacing, self.plate.pitch_provided, relation='geq')) + self.report_check.append(t1) + + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type), self.plate.edge_dist_provided, + get_pass_fail(self.bolt.min_end_dist, self.plate.end_dist_provided, relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences), + self.plate.edge_dist_provided, + get_pass_fail(self.bolt.max_end_dist, self.plate.end_dist_provided, relation='geq')) + self.report_check.append(t4) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type,parameter='edge_dist'), + self.plate.end_dist_provided, + get_pass_fail(self.bolt.min_edge_dist, self.plate.edge_dist_provided, relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, + self.bolt.corrosive_influences,parameter='edge_dist'), + self.plate.end_dist_provided, + get_pass_fail(self.bolt.max_edge_dist, self.plate.edge_dist_provided, relation="geq")) + self.report_check.append(t4) + + g1 = 2 * (self.bolt.min_end_dist + self.weld.size) + self.supported_section.web_thickness + if self.connectivity == VALUES_CONN_1[0]: + g2 = round(2 * (self.bolt.min_end_dist + self.supporting_section.root_radius) + + self.supporting_section.web_thickness,2) + g_min = max(g1, g2) + else: + g_min=g1 + + t1 = (DISP_MIN_GAUGE, end_plate_gauge(self.connectivity,self.bolt.min_end_dist, self.weld.size, + self.supported_section.web_thickness, + self.supporting_section.web_thickness, + self.supporting_section.root_radius), + self.plate.gauge_provided, + get_pass_fail(g_min, self.plate.gauge_provided, relation='leq')) + self.report_check.append(t1) + V_b = round(self.bolt.bolt_shear/1000, 2) + bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity / 1000, 2) + bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) + if self.bolt.bolt_type == TYP_BEARING: + t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, + self.bolt.gamma_mb, bolt_shear_capacity_disp), '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", + cl_10_3_4_calculate_kb(self.plate.end_dist_provided, self.plate.pitch_provided, self.bolt.dia_hole, + self.bolt.bolt_fu, self.bolt.fu_considered), '') + self.report_check.append(t8) + # kb = self.bolt.calculate_kb(self.plate.end_dist_provided, self.plate.pitch_provided, self.bolt.dia_hole, + # self.bolt.bolt_fu, self.bolt.fu_considered) + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + t2 = ( + KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(self.bolt.kb, self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, + bolt_bearing_capacity_disp), '') + self.report_check.append(t2) + + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), + n=self.plate.bolts_required, + T_ba=V_b,load='shear'), + cl_10_3_2_bolt_capacity(bolt_shear_capacity_disp, bolt_bearing_capacity_disp, self.bolt.bolt_capacity), + '') + self.report_check.append(t3) + else: + kh_disp = round(self.bolt.kh, 2) + t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', + cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub=self.bolt.bolt_fu, + Anb=self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, + capacity=self.bolt.bolt_capacity), '') + self.report_check.append(t4) + + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), + n=self.plate.bolts_required, T_ba=V_b, + load='shear'),self.bolt.bolt_capacity, + '') + self.report_check.append(t3) + if self.bolt.bolt_type == TYP_BEARING: + l_j = self.plate.pitch_provided * (self.plate.bolts_one_line - 1) + beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(self.bolt.bolt_diameter_provided, l_j) + beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, self.t_sum, l_j) + beta_pk = IS800_2007.cl_10_3_3_3_packing_plates(self.plate.gap) + else: + beta_lj = 1.0 + beta_lg = 1.0 + beta_pk = 1.0 + bolt_capacity_red = round(self.bolt.bolt_capacity * beta_lj*beta_lg*beta_pk/1000, 2) + + t10 = (KEY_OUT_LONG_JOINT, '', + cl_10_3_3_1_long_joint_bolted_prov(self.plate.bolt_line, self.plate.bolts_one_line, + self.plate.gauge_provided, self.plate.pitch_provided, + self.bolt.bolt_diameter_provided, self.bolt.bolt_capacity, bolt_capacity_red, direction='n_r'), + "") + self.report_check.append(t10) + + t11 = (KEY_OUT_LARGE_GRIP, '', + cl_10_3_3_2_large_grip_bolted_prov(self.t_sum, self.bolt.bolt_diameter_provided, beta_lj), + "") + self.report_check.append(t11) + + t12 = (KEY_OUT_PACKING_PLATE, '', + packing_plate_bolted_prov(self.plate.gap), + "") + self.report_check.append(t12) + + t13 = (KEY_OUT_BOLT_CAPACITY_REDUCED, str(V_b), + bolt_capacity_reduced_prov(beta_lj, beta_lg, beta_pk, bolt_capacity_disp), + "") + self.report_check.append(t13) + + T_e = round(self.bolt.bolt_tension/1000,2) + + t1 = (KEY_OUT_DISP_BOLT_TENSION_FORCE,force_in_bolt_due_to_load(P=round(self.load.axial_force, 2), + n=self.plate.bolts_required, T_ba=T_e,load='tension'), + '','') + self.report_check.append(t1) + + if self.bolt.bolt_tensioning == 'Pre-tensioned': + beta = 1 + else: + beta = 2 + t = self.plate.thickness_provided + f_o = round(0.7 * self.bolt.bolt_fu,2) + l_e2= round(1.1 * t * math.sqrt(beta * f_o / self.plate.fy),2) + l_e = round(min(self.plate.end_dist_provided, 1.1 * t * math.sqrt(beta * f_o / self.plate.fy)),2) + col_g = (self.supporting_section.web_thickness / 2 + self.supporting_section.root_radius + self.plate.end_dist_provided) + beam_g = (self.supported_section.web_thickness / 2 + self.weld.size + self.plate.end_dist_provided) + # if col_g > beam_g: + # l_v = round(col_g - (self.supported_section.web_thickness / 2 + self.weld.size),2) + # else: + # l_v = round(self.bolt.min_edge_dist_round,2) + l_v = round(self.output[0][14]/2 - self.supported_section.web_thickness/2 - self.output[0][23], 2) + b_e = min(self.output[0][13], 2 * l_v) + Q = round(self.bolt.bolt_tension_prying/1000,2) + + t1 = (KEY_OUT_DISP_BOLT_PRYING_FORCE, cl_10_4_7_prying_force(l_v, l_e, l_e2, T_e, beta, f_o, b_e, t, + self.plate.end_dist_provided, self.supported_section.root_radius, + self.plate.fy, self.bolt.bolt_fu, + f_o, self.supported_section.flange_width, self.plate.bolt_line, + Q,eta=1.5),'','') + self.report_check.append(t1) + + T_b = round(T_e+Q,2) + + t1 = (KEY_OUT_DISP_BOLT_TENSION_FORCE, total_bolt_tension_force(T_ba=T_e, + Q=Q, + T_b = T_b), + cl_10_3_5_bearing_bolt_tension_resistance(self.bolt.bolt_fu, self.bolt.bolt_fu, + self.bolt.bolt_shank_area, self.bolt.bolt_net_area, + self.bolt.bolt_tension_capacity), + get_pass_fail(T_b, self.bolt.bolt_tension_capacity, relation='leq')) + self.report_check.append(t1) + + comb_bolt_ir = round((V_b / bolt_capacity_red) ** 2 + \ + ((T_e + Q) / self.bolt.bolt_tension_capacity) ** 2,2) + + t1 = (KEY_DISP_IR, required_IR_or_utilisation_ratio(IR=1), + cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_b, bolt_capacity_red, T_b, self.bolt.bolt_tension_capacity, comb_bolt_ir), + get_pass_fail(1, comb_bolt_ir, relation="greater")) + self.report_check.append(t1) + + # + t1 = ('SubSection', 'Plate Design', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_PLATE_HEIGHT, min_plate_ht_req(self.supported_section.depth, self.supported_section.root_radius, + self.supported_section.flange_thickness,self.min_plate_height), + self.plate.height, + get_pass_fail(self.min_plate_height, self.plate.height, relation="leq")) + self.report_check.append(t1) + t1 = (DISP_MAX_PLATE_HEIGHT, max_plate_ht_req(self.connectivity, self.supported_section.depth, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.notch_ht, + self.max_plate_height), self.plate.height, + get_pass_fail(self.max_plate_height, self.plate.height, relation="geq")) + self.report_check.append(t1) + + t1 = (DISP_MIN_PLATE_THICK, min_plate_thk_req(self.supported_section.web_thickness), + self.plate.thickness_provided, + get_pass_fail(self.supported_section.web_thickness, self.plate.thickness_provided, + relation="lesser")) + self.report_check.append(t1) + + if self.design_status_bolt is True: + self.min_plate_width = round(self.plate.gauge_provided+2*self.bolt.min_edge_dist, 2) + + + t1 = (DISP_MIN_PLATE_WIDTH, ep_min_plate_width_req(self.plate.gauge_provided,self.bolt.min_edge_dist, + self.min_plate_width), + self.plate.width, + get_pass_fail(self.min_plate_width, self.plate.width, relation="leq")) + self.report_check.append(t1) + + if self.connectivity == VALUES_CONN_1[0]: + self.max_plate_width = self.supporting_section.flange_width + elif self.connectivity == VALUES_CONN_1[1]: + self.max_plate_width = self.supporting_section.depth - 2 * self.supporting_section.flange_thickness - \ + 2 * self.supporting_section.root_radius + else: + self.max_plate_width = 'N/A' + + t1 = (DISP_MAX_PLATE_WIDTH, ep_max_plate_width_avail(self.connectivity,self.supporting_section.depth, + self.supporting_section.flange_thickness, + self.supporting_section.root_radius,self.supporting_section.flange_width,self.max_plate_width), + self.plate.width, + get_pass_fail(self.max_plate_width, self.plate.width, relation="geq")) + self.report_check.append(t1) + + ####################### + # Plate Capacities + ####################### + + a = self.plate + h = a.height + t = a.thickness_provided + + t1 = (KEY_DISP_SHEAR_YLD, '', cl_8_4_shear_yielding_capacity_member(h, t, a.fy, gamma_m0, a.shear_capacity), '') + self.report_check.append(t1) + t1 = ( + KEY_DISP_PLATE_BLK_SHEAR_SHEAR, '', cl_6_4_blockshear_capacity_member(Tdb=round(a.plate_block_shear_capacity, 2), stress='shear'), '') + self.report_check.append(t1) + t1 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, + cl_8_4_shear_capacity_member(a.shear_capacity, 0.0, a.plate_block_shear_capacity), + get_pass_fail(self.load.shear_force, a.shear_capacity, relation="lesser")) + self.report_check.append(t1) + + ecc = round(self.bolt_dist_to_weld, 2) + T_w = self.supporting_section.web_thickness + R_r = self.supporting_section.root_radius + e = self.bolt.min_edge_dist_round + t_w = self.supported_section.web_thickness + g = self.plate.gauge_provided + s = self.weld.size + M = self.plate.plate_moment + + t1 = (KEY_OUT_DISP_PLATE_MOM_CAPACITY, end_plate_moment_demand(self.connectivity,g,T_w,R_r,t_w,s, T_e, M), + cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, Z_p=round(self.plate.Z_p, 2), f_y=self.plate.fy, + gamma_m0=gamma_m0, Pmc=self.plate.plate_moment_capacity), + get_pass_fail(self.plate.plate_moment, self.plate.plate_moment_capacity, relation="lesser")) + self.report_check.append(t1) + + ################## + # Weld Checks + ################## + plate_status = self.get_plate_status() + + if self.design_status_bolt is True and plate_status is True: + weld_conn_plates_fu = [self.plate.fu, self.supported_section.fu, self.weld.fu] + weld_conn_plates_tk = [self.plate.thickness_provided,self.supported_section.web_thickness] + [available_welds,weld_min,weld_max] = self.get_available_welds(weld_conn_plates_tk) + t1 = ('SubSection', 'Weld Design', '|p{4cm}|p{5.5cm}|p{5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (DISP_MIN_WELD_SIZE, cl_10_5_2_3_min_fillet_weld_size_required(weld_conn_plates_tk, weld_min), + self.weld.size, + get_pass_fail(weld_min, self.weld.size, relation="leq")) + self.report_check.append(t1) + t1 = (DISP_MAX_WELD_SIZE, cl_10_5_3_1_max_weld_size(weld_conn_plates_tk, weld_max), + self.weld.size, + get_pass_fail(weld_max, self.weld.size, relation="geq")) + self.report_check.append(t1) + initial_weld_Strength = round(self.weld.strength/self.beta_lw,2) + gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][self.weld.fabrication] + t1 = (DISP_WELD_STRENGTH, + weld_strength_req(V=self.load.shear_force * 1000, A=self.load.axial_force * 1000, + M=0.0, Ip_w=0.0, + y_max=self.weld.eff_length / 2, x_max=0.0, l_w=2 * self.weld.eff_length, + R_w=self.weld.stress), + cl_10_5_7_1_1_weld_strength(weld_conn_plates_fu, gamma_mw, self.weld.throat_tk, + initial_weld_Strength), '') + self.report_check.append(t1) + + t15 = (KEY_OUT_LONG_JOINT_WELD, long_joint_welded_req(), + cl_10_5_7_3_weld_strength_post_long_joint(h=self.plate.height, l=0.0, t_t=self.weld.throat_tk, + ws=initial_weld_Strength, wsr=self.weld.strength, direction='height'), "") + self.report_check.append(t15) + + t5 = ( + KEY_OUT_DISP_RED_WELD_STRENGTH, self.weld.stress, self.weld.strength, + get_pass_fail(self.weld.stress, self.weld.strength, relation="lesser")) + self.report_check.append(t5) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + + def get_plate_status(self): + if self.plate.plate_moment < self.plate.plate_moment_capacity \ + and self.plate.plate_shear < self.plate.shear_capacity and self.max_plate_height >= self.plate.height >= self.min_plate_height and \ + self.plate.width >= self.min_plate_width: + if self.connectivity in VALUES_CONN_2: + return True + else: + if self.plate.width <= self.max_plate_width: + return True + else: + return False + \ No newline at end of file diff --git a/osdag_core/design_type/connection/lap_joint_bolted.py b/osdag_core/design_type/connection/lap_joint_bolted.py new file mode 100644 index 000000000..8ceecbacb --- /dev/null +++ b/osdag_core/design_type/connection/lap_joint_bolted.py @@ -0,0 +1,1637 @@ +""" +Module: lap_joint_bolted.py +Author: Aman, Roushan Raj +Date: 2025-02-18 + +Description: + LapJointBolted is a moment connection module that represents a bolted lap joint connection. + It inherits from MomentConnection and follows the same structure and design logic as other + connection modules (e.g., BeamCoverPlate, ColumnCoverPlate) used in Osdag. + +Reference: + - Osdag software guidelines and connection module structure documentation +""" + +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...utils.common.is800_2007 import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +import logging + +import math +import os +from pylatex.utils import NoEscape + +class LapJointBolted(MomentConnection): + def __init__(self): + super(LapJointBolted, self).__init__() + self.design_status = False + self.design_for = 'Tension' + self.axial_force_kN = 0.0 + self.axial_force = 0.0 + self.base_metal_capacity_kN = None + self.utilization_breakdown = {} + self.design_error = '' + self.hover_dict = {} + + # Initialize bolt placeholder - will be replaced in set_input_values + self.bolt = None + # Initialize attributes needed for output_values before design runs + self.rows = 0 + self.cols = 0 + self.number_bolts = 0 + self.len_conn = 0 + self.slip_res = None + self.utilization_ratio = 0 + # NOTE: Don't initialize self.spacing = None here - it would shadow the spacing() method! + # Initialize plate placeholders for output_values hover dict + self.plate1 = None + self.plate2 = None + + ############################################### + # Design Preference Functions Start + ############################################### + + def tab_list(self): + tabs = [] + # Only Bolt and Detailing tabs + tabs.append(("Bolt", TYPE_TAB_2, self.bolt_values)) + tabs.append(("Detailing", TYPE_TAB_2, self.detailing_values)) + #tabs.append(("Design", TYPE_TAB_2, self.design_values)) + return tabs + + def tab_value_changed(self): + # No tab value dependencies needed for bolt and detailing + return [] + + def edit_tabs(self): + return [] # Keep original empty implementation + + def input_dictionary_design_pref(self): + design_input = [] + + # Bolt preferences + design_input.append(("Bolt", TYPE_COMBOBOX, [ + KEY_DP_BOLT_TYPE, # For pretensioned/non-pretensioned + KEY_DP_BOLT_HOLE_TYPE, # For standard/oversized + KEY_DP_BOLT_SLIP_FACTOR # For slip factor as per Table 20 + ])) + + # Detailing preferences + design_input.append(("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE # For edge preparation method + ])) + + + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + + # Default values for bolt and detailing + design_input.append((None, [ + KEY_DP_BOLT_TYPE, + KEY_DP_BOLT_HOLE_TYPE, + KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE + ], '')) + + return design_input + + def get_values_for_design_pref(self, key, design_dictionary): + # Default values as per requirements + defaults = { + KEY_DP_BOLT_TYPE: "Non Pre-tensioned", + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: "0.3", + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut" + } + return defaults.get(key) + + def design_values(self, input_dictionary): + return [] + + def detailing_values(self, input_dictionary): + values = { + KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut' + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + detailing = [] + + # Edge preparation method as per Cl. 10.2.4 of IS:800:2007 + t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, + ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) + detailing.append(t1) + t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION_LAPJOINT, None) + detailing.append(t4) + + return detailing + + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_lap_joint_bolted_simple_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def input_value_changed(self): + + lst = [] + + t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + + return lst + + def input_values(self): + + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_LAPJOINTBOLTED, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + + t31 = (KEY_PLATE1_THICKNESS, KEY_DISP_PLATE1_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t31) + + t34 = (KEY_PLATE2_THICKNESS, KEY_DISP_PLATE2_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t34) + + t35 = (KEY_PLATE_WIDTH, KEY_DISP_PLATE_WIDTH, TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t35) + + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + + t17 = (KEY_AXIAL_FORCE, KEY_DISP_AXIAL_FORCE, TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t17) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t10) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + return options_list + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + + return list1 + + def spacing(self, status): + spacing = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details - 3 x 3 pattern considered") + spacing.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_3.png")), 400, 277, ""]) + spacing.append(t99) + + t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.final_pitch if status else '') + spacing.append(t9) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.final_end_dist if status else '') + spacing.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.final_gauge if status else '') + spacing.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.final_edge_dist if status else '') + spacing.append(t12) + + # Add Member Depth (Plate Width) for Diagram + t_depth = ('Member.Depth', 'Member Depth', TYPE_TEXTBOX, self.width if status else 0.0) + spacing.append(t_depth) + + return spacing + + def output_values(self, flag): + """ + Return output field definitions for the Output Dock. + Uses safe access pattern for attributes that may not exist before design runs. + """ + out_list = [] + t4 = (None, DISP_TITLE_BOLTD, TYPE_TITLE, None, True) + out_list.append(t4) + + # Safe access: check both flag and that self.bolt exists + t2 = (KEY_OUT_D_PROVIDED, KEY_OUT_DISP_D_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_diameter_provided if flag and self.bolt else '', True) + out_list.append(t2) + + t3 = (KEY_OUT_GRD_PROVIDED, KEY_OUT_DISP_GRD_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_grade_provided if flag and self.bolt else '', True) + out_list.append(t3) + + t31 = (KEY_OUT_TYP_PROVIDED, KEY_OUT_DISP_TYP_PROVIDED, TYPE_TEXTBOX, + self.bolt.bolt_type if flag and self.bolt else '', True) + out_list.append(t31) + + t8 = (KEY_OUT_BOLT_SHEAR, KEY_OUT_DISP_BOLT_SHEAR, TYPE_TEXTBOX, + self.bolt.bolt_shear_capacity if flag and self.bolt else '', True) + out_list.append(t8) + + t4 = (KEY_OUT_BOLT_BEARING, KEY_OUT_DISP_BOLT_BEARING, TYPE_TEXTBOX, + self.bolt.bolt_bearing_capacity if flag and self.bolt else '', True) + out_list.append(t4) + + t5 = (KEY_OUT_BOLT_CAPACITY, KEY_OUT_DISP_BOLT_CAPACITY, TYPE_TEXTBOX, + self.bolt.bolt_capacity if flag and self.bolt else '', True) + out_list.append(t5) + + t500 = (KEY_OUT_BOLT_SLIP, KEY_OUT_DISP_BOLT_SLIP, TYPE_TEXTBOX, + self.slip_res if flag else '', True) + out_list.append(t500) + + t17 = (None, DISP_TITLE_BOLTDS, TYPE_TITLE, None, True) + out_list.append(t17) + t17 = (KEY_OUT_TOT_NO_BOLTS, KEY_OUT_DISP_TOT_NO_BOLTS, TYPE_TEXTBOX, + self.number_bolts if flag else '', True) + out_list.append(t17) + t18 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, + self.rows if flag else '', True) + out_list.append(t18) + + t19 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, + self.cols if flag else '', True) + out_list.append(t19) + + t20 = (KEY_OUT_BOLT_CONN_LEN, KEY_OUT_DISP_BOLT_CONN_LEN, TYPE_TEXTBOX, + self.len_conn if flag else '', True) + out_list.append(t20) + + t29 = (KEY_UTILIZATION_RATIO, KEY_DISP_UTILIZATION_RATIO, TYPE_TEXTBOX, + self.utilization_ratio if flag else '', True) + out_list.append(t29) + + t30 = (KEY_OUT_DESIGN_FOR, KEY_OUT_DISP_DESIGN_FOR, TYPE_TEXTBOX, + self.design_for if flag else '', True) + out_list.append(t30) + + t31 = (KEY_OUT_BASE_METAL_CAPACITY, KEY_OUT_DISP_BASE_METAL_CAPACITY, TYPE_TEXTBOX, + round(self.base_metal_capacity_kN, 2) if flag and self.base_metal_capacity_kN is not None else '', True) + out_list.append(t31) + + t32 = (KEY_OUT_BASE_METAL_UTILIZATION, KEY_OUT_DISP_BASE_METAL_UTILIZATION, TYPE_TEXTBOX, + self.utilization_breakdown.get('base_metal') if flag and self.utilization_breakdown else '', True) + out_list.append(t32) + + t33 = (KEY_OUT_BOLT_UTILIZATION, KEY_OUT_DISP_BOLT_UTILIZATION, TYPE_TEXTBOX, + self.utilization_breakdown.get('bolt') if flag and self.utilization_breakdown else '', True) + out_list.append(t33) + + t21 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + out_list.append(t21) + + # Populate Hover Dict (Lap Joint Bolted) + try: + self.hover_dict["Plate 1"] = ( + f"Plate 1
    " + f"Width: {round(float(self.plate1.height), 2) if flag and self.plate1 and self.plate1.height else ''} mm
    " + f"Thickness: {round(float(self.plate1.thickness_provided), 2) if flag and self.plate1 and self.plate1.thickness_provided else ''} mm" + ) + + self.hover_dict["Plate 2"] = ( + f"Plate 2
    " + f"Width: {round(float(self.plate2.height), 2) if flag and self.plate2 and self.plate2.height else ''} mm
    " + f"Thickness: {round(float(self.plate2.thickness_provided), 2) if flag and self.plate2 and self.plate2.thickness_provided else ''} mm" + ) + + self.hover_dict["Bolt"] = ( + f"Bolts
    " + f"Grade: {self.bolt.bolt_grade_provided if flag and self.bolt else ''}
    " + f"Diameter: {int(self.bolt.bolt_diameter_provided) if flag and self.bolt else ''} mm
    " + f"No. of Bolts: {self.number_bolts if flag else ''}" + ) + except Exception: + pass + + return out_list + + @staticmethod + def module_name(): + return KEY_DISP_LAPJOINTBOLTED + + def func_for_validation(self, design_dictionary): + + all_errors = [] + "check valid inputs and empty inputs in input dock" + self.design_status = False + flag = False + flag1 = False + flag2 = False + + option_list = self.input_values() + missing_fields_list = [] + + # print(f'\n func_for_validation option list = {option_list}' + # f'\n design_dictionary {design_dictionary}') + + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + + missing_fields_list.append(option[1]) + else: + if option[2] == TYPE_TEXTBOX and option[0] == KEY_PLATE_WIDTH: + + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + + if option[2] == TYPE_TEXTBOX and option[0] == KEY_AXIAL_FORCE: + axial_val = float(design_dictionary[option[0]]) + if math.isclose(axial_val, 0.0, abs_tol=1e-9): + error = "Input value for Axial Force must be non-zero." + all_errors.append(error) + else: + flag2 = True + else: + pass + + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + if flag and flag1 and flag2: + self.set_input_values(design_dictionary) + else: + return all_errors + + def set_input_values(self, design_dictionary): + + "initialisation of components required to design a lap joint for axial load (tension/compression)" + + design_dictionary_with_defaults = design_dictionary.copy() + for key in (KEY_SHEAR, KEY_AXIAL, KEY_MOMENT): + if key not in design_dictionary_with_defaults: + design_dictionary_with_defaults[key] = 0.0 + + super(LapJointBolted, self).set_input_values(design_dictionary_with_defaults) + + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = "Lap Joint Bolted Connection" + self.main_material = design_dictionary[KEY_MATERIAL] + + # self.design_for = design_dictionary.get(KEY_DESIGN_FOR, 'Tension') + axial_input = design_dictionary.get( + KEY_AXIAL_FORCE, + design_dictionary.get(KEY_AXIAL, + design_dictionary.get(KEY_TENSILE_FORCE, 0))) + axial_value = float(axial_input) + if axial_value < 0: + self.design_for = 'Compression' + else: + self.design_for = 'Tension' + self.axial_force_kN = abs(axial_value) + self.axial_force = self.axial_force_kN * 1000.0 + # Legacy naming issue + self.tensile_force = self.axial_force_kN # legacy naming in downstream methods + + self.width = float(design_dictionary[KEY_PLATE_WIDTH]) + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + self.plate1 = Plate(thickness=[plate1_thk], + material_grade=design_dictionary[KEY_MATERIAL], width=self.width) + self.plate2 = Plate(thickness=[plate2_thk], + material_grade=design_dictionary[KEY_MATERIAL], width=self.width) + self.bolt = Bolt(grade=design_dictionary[KEY_GRD], diameter=design_dictionary[KEY_D], + bolt_type=design_dictionary[KEY_TYP], + bolt_hole_type=design_dictionary[KEY_DP_BOLT_HOLE_TYPE], + edge_type=design_dictionary[KEY_DP_DETAILING_EDGE_TYPE], + mu_f=design_dictionary.get(KEY_DP_BOLT_SLIP_FACTOR, None), + ) + self.planes = 1 + self.count = 0 + self.slip_res = None + self.yield_stress = None + self.number_bolts = 0 # Initialize to prevent AttributeError if design fails early + self.cap_red = False + self.bolt_dia_grade_status = False + self.dia_available = False + self.final_pitch = 0 + self.final_end_dist = 0 + self.final_edge_dist = 0 + self.final_gauge = 0 + self.rows = 0 + self.cols = 0 + self.len_conn = 0 + self.max_gauge_round = 0 + self.max_pitch_round = 0 + self.utilization_ratio = 0 + self.bij = 0 + self.blg = 0 + self.base_metal_capacity_kN = None + self.utilization_breakdown = {} + self.design_error = '' + self.select_bolt_dia_and_grade(design_dictionary) + + def select_bolt_dia_and_grade(self,design_dictionary): + self.dia_available = False + self.bolt_dia_grade_status = False + + if isinstance(self.plate1.thickness, list): + self.plate1thk = self.plate1.thickness[0] + + if isinstance(self.plate2.thickness, list): + self.plate2thk = self.plate2.thickness[0] + + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((float(self.plate1thk), self.plate1.fu, self.plate1.fy)) + self.bolt_conn_plates_t_fu_fy.append((float(self.plate2thk), self.plate2.fu, self.plate2.fy)) + + if float(self.plate1thk) < float(self.plate2thk): + self.plate = self.plate1 + self.pltthk = float(self.plate1thk) + self.yield_stress = self.plate1.fy + else: + self.plate = self.plate2 + self.pltthk = float(self.plate2thk) + self.yield_stress = self.plate2.fy + + for self.bolt.bolt_diameter_provided in self.bolt.bolt_diameter: + if 8 * float(self.bolt.bolt_diameter_provided) > (float(self.plate1thk) + float(self.plate2thk)): + self.dia_available = True + + for self.bolt.bolt_grade_provided in self.bolt.bolt_grade: + + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=float(self.bolt.bolt_diameter_provided), + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy,n=self.planes) + + # self.max_pitch_round = self.max_gauge_round = + # self.bolt.calculate_bolt_capacity(bolt_diameter_provided=float(self.bolt.bolt_diameter_provided), + # bolt_grade_provided=float(self.bolt.bolt_grade_provided), + # conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + # n_planes=self.planes, e=float(self.bolt.min_end_dist_round), + # p=float(self.bolt.min_pitch_round)) + # self.bolt.calculate_bolt_tension_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + # bolt_grade_provided=self.bolt.bolt_grade_provided) + # print("fnafnafan",self.bolt.bolt_capacity) + # NOTE: calculate_bolt_spacing_limits() already correctly implements IS 800:2007: + # - Cl. 10.2.2: min_pitch = 2.5 Ɨ d + # - Cl. 10.2.4.2: min_edge/end_dist = 1.7 Ɨ dā‚€ (sheared) or 1.5 Ɨ dā‚€ (machine cut) + # where dā‚€ = hole diameter (not bolt diameter) + # No manual overrides needed - the IS800_2007 utility functions are correct. + + # Maximum pitch per Cl. 10.2.3.1: min(32t, 300mm) + self.max_pitch_round = self.max_gauge_round = min(32 * self.pltthk, 300) + + # Maximum edge/end distance per Cl. 10.2.4.3: 12tĪµ where Īµ = āˆš(250/fy) + epsilon = math.sqrt(250 / self.yield_stress) + self.bolt.max_edge_dist_round = self.bolt.max_end_dist_round = round( + min(self.bolt.max_edge_dist_round, 12 * self.pltthk * epsilon), 0) + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=float(self.bolt.bolt_diameter_provided), + bolt_grade_provided=float(self.bolt.bolt_grade_provided), + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, + n_planes=self.planes, e=float(self.bolt.min_end_dist_round), + p=float(self.bolt.min_pitch_round)) + num_bolts = float(self.tensile_force) / ( self.bolt.bolt_capacity / 1000) + # print("num_bolts",num_bolts) + + if num_bolts <= 2: + self.bolt_dia_grade_status = True + break + + + if self.bolt_dia_grade_status == True: + break + + if self.dia_available == False: + self.design_status = False + self.logger.warning(" : The combined thickness ({} mm) exceeds the allowable large grip limit check (of {} mm) for the minimum available " + "bolt diameter of {} mm [Ref. Cl.10.3.3.2, IS 800:2007]." + .format((float(self.plate1thk) + float(self.plate2thk)),(8*self.bolt.bolt_diameter[-1]),self.bolt.bolt_diameter[-1])) + self.logger.error(": Design is not safe. \n ") + self.logger.info(" :=========End Of design===========") + + # elif self.dia_available == True and self.bolt_dia_grade_status == False: + # self.design_status = True + # if self.bolt.bolt_type == 'Bearing Bolt': + # self.bolt.bolt_bearing_capacity = round(float(self.bolt.bolt_bearing_capacity),2) + # self.bolt.bolt_shear_capacity = round(float(self.bolt.bolt_shear_capacity),2) + # self.bolt.bolt_capacity = round(float(self.bolt.bolt_capacity),2) + # print(self.bolt) + # self.number_r_c_bolts(self, design_dictionary) + + + else: + self.design_status = True + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_bearing_capacity = round(float(self.bolt.bolt_bearing_capacity),2) + self.bolt.bolt_shear_capacity = round(float(self.bolt.bolt_shear_capacity),2) + self.bolt.bolt_capacity = round(float(self.bolt.bolt_capacity),2) + # print(self.bolt) + self.number_r_c_bolts(design_dictionary,0,0) + + + def number_r_c_bolts(self, design_dictionary, count=0, hit=0): + """ + Calculate bolt layout (rows x cols) using row-first increment algorithm. + + Per IS 800:2007: + - min_pitch/gauge: Cl. 10.2.2 (2.5d) + - min_end_dist: Cl. 10.2.4.2 (1.7dā‚€ or 1.5dā‚€) + - max_pitch: Cl. 10.2.3.1 (min(32t, 300mm)) + - max_end_dist: Cl. 10.2.4.3 (12tĪµ) + + Bolt layout convention: + - rows: bolts across width (gauge direction) - min 2 for lap joint + - cols: bolts along length (pitch direction) - min 1 for lap joint + - For economical design, rows are incremented first to minimize connection length + """ + bolt_cap = self.bolt.bolt_capacity + if self.bolt.bolt_type == 'Bearing Bolt': + self.slip_res = 'N/A' + else: + self.slip_res = self.bolt.bolt_capacity + self.bolt.bolt_bearing_capacity = 'N/A' + self.bolt.bolt_shear_capacity = 'N/A' + + # Calculate required number of bolts + if hit == 0: + self.number_bolts = float(self.tensile_force) / (bolt_cap / 1000) + else: + self.number_bolts += 1 + + self.number_bolts = math.ceil(self.number_bolts) + + # Minimum bolts for lap joint: 2 (in 2 rows Ɨ 1 column arrangement) + if self.number_bolts < 2: + self.number_bolts = 2 + + # === ROW-FIRST LAYOUT ALGORITHM === + # Step 1: Calculate available width for bolts (after deducting edge distances) + min_edge_dist = self.bolt.min_end_dist_round # Edge distance across width + min_gauge = self.bolt.min_gauge_round + max_gauge = self.max_gauge_round + max_edge_dist = self.bolt.max_end_dist_round + plate_width = float(self.width) + + available_width = plate_width - 2 * min_edge_dist + + # Step 2: Check if plate width is sufficient + if available_width < 0: + self.design_status = False + self.logger.error(f": Design Failed - Plate width ({plate_width} mm) is too small. " + f"Minimum required = {2 * min_edge_dist} mm (2 Ɨ min_edge_dist per Cl. 10.2.4.2)") + self.logger.info(" :=========End Of design===========") + self.design_error = "Plate width is too small for bolt arrangement." + return + + # Step 3: Calculate maximum bolts that can fit across width (rows in gauge direction) + if available_width >= min_gauge: + max_bolts_per_row = int(available_width / min_gauge) + 1 + else: + # Only one bolt can fit across width + max_bolts_per_row = 1 + + # Step 4: Row-first increment algorithm for economical design + # Start with minimum: 1 column, and fill rows first + self.cols = 1 + self.rows = min(self.number_bolts, max_bolts_per_row) + + # If more bolts needed, add columns (along length) + while self.rows * self.cols < self.number_bolts: + if self.rows < max_bolts_per_row: + # First try to add more rows (across width) + self.rows += 1 + else: + # If rows maxed out, add a column + self.cols += 1 + # Redistribute rows for this new column count + self.rows = math.ceil(self.number_bolts / self.cols) + if self.rows > max_bolts_per_row: + self.rows = max_bolts_per_row + + # Update actual number of bolts + self.number_bolts = self.rows * self.cols + + # Enforce minimum for lap joint: 2 rows Ɨ 1 column + if self.rows < 2: + self.rows = 2 + self.number_bolts = self.rows * self.cols + + # Step 5: Calculate actual gauge distance + if self.rows > 1: + actual_gauge = available_width / (self.rows - 1) + else: + actual_gauge = 0 + + # Step 6: Validate gauge against maximum spacing (Cl. 10.2.3.1) + if actual_gauge > max_gauge and self.rows > 1: + # Need more bolts per row to reduce gauge + required_rows = math.ceil(available_width / max_gauge) + 1 + if required_rows > self.rows: + self.rows = required_rows + self.cols = math.ceil(self.number_bolts / self.rows) + self.number_bolts = self.rows * self.cols + actual_gauge = available_width / (self.rows - 1) if self.rows > 1 else 0 + + # Step 7: Calculate actual edge distance + if self.rows > 1: + actual_edge_dist = (plate_width - (self.rows - 1) * min_gauge) / 2 + else: + actual_edge_dist = plate_width / 2 + + # Step 8: Validate edge distance against maximum (Cl. 10.2.4.3) + if actual_edge_dist > max_edge_dist: + self.logger.warning(f": Edge distance ({actual_edge_dist:.1f} mm) exceeds maximum " + f"({max_edge_dist} mm) per Cl. 10.2.4.3. Adding more bolts.") + # Add more bolts to reduce edge distance + required_rows = math.ceil((plate_width - 2 * max_edge_dist) / min_gauge) + 1 + if required_rows > self.rows: + self.rows = required_rows + self.cols = math.ceil(self.number_bolts / self.rows) + self.number_bolts = self.rows * self.cols + + # Calculate connection length (determined by columns along pitch direction) + if self.cols > 1: + self.len_conn = (self.cols - 1) * self.bolt.min_pitch_round + 2 * self.bolt.min_end_dist_round + else: + self.len_conn = 2 * self.bolt.min_end_dist_round + + # Continue to capacity reduction checks + if self.number_bolts >= 2 and count == 0: + self.design_status = True + self.check_capacity_reduction_1(design_dictionary) + elif self.number_bolts >= 2 and count == 1: + self.design_status = True + self.final_formatting(design_dictionary) + else: + self.design_status = False + self.logger.error(": Number of min bolts not satisfied. \n ") + self.logger.info(" :=========End Of design===========") + + + def check_capacity_reduction_1(self,design_dictionary): + # print("Capacity red check 1") + if self.number_bolts > 2: + lg = (self.rows - 1)*self.bolt.min_pitch_round + if lg > 15 * self.bolt.bolt_diameter_provided: + self.bij = 1.075 - (lg / (200 * self.bolt.bolt_diameter_provided)) + if self.bij >= 0.75 and self.bij <= 1.0: + self.cap_red = True + # print("1 cap red") + self.bolt.bolt_shear_capacity = self.bolt.bolt_shear_capacity * self.bij + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_capacity = min(self.bolt.bolt_shear_capacity, self.bolt.bolt_bearing_capacity) + else: + self.slip_res = self.bolt.bolt_shear_capacity + self.bolt.bolt_capacity = self.slip_res + + + self.design_status = True + self.check_capacity_reduction_2(design_dictionary) + + def check_capacity_reduction_2(self,design_dictionary): + self.cap_red = False + # print("Capacity red check 2") + if self.plate1thk + self.plate2thk > 5 * self.bolt.bolt_diameter_provided: + self.blg = 8 / (3 + (self.plate1thk + self.plate2thk / self.bolt.bolt_diameter_provided)) + if self.blg < self.bij and self.blg != 0: + self.cap_red = True + # print("blg",self.blg) + # print("2 cap red") + self.bolt.bolt_shear_capacity = self.bolt.bolt_shear_capacity * self.blg + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_capacity = min(self.bolt.bolt_shear_capacity, self.bolt.bolt_bearing_capacity) + else: + self.slip_res = self.bolt.bolt_shear_capacity + self.bolt.bolt_capacity = self.slip_res + + self.number_r_c_bolts(design_dictionary,1,0) + + if self.cap_red == False: + self.design_status = True + # print("Going to formatting") + # print("After checks 2 numbolts",self.number_bolts) + self.final_formatting(design_dictionary) + + + + def final_formatting(self,design_dictionary): + # Calculate gauge (spacing across width direction) + # Use min_edge_dist_round (edge distance is for across width) + gauge_divisor = max(self.rows - 1, 1) + gauge_dist = (float(self.width) - 2 * self.bolt.min_edge_dist_round) / gauge_divisor + + # Handle single row case (no gauge required) + if self.rows <= 1: + self.final_gauge = 0 # No gauge for single row + self.final_pitch = self.bolt.min_pitch_round + self.final_edge_dist = float(self.width) / 2.0 # Center single bolt row + self.final_end_dist = self.bolt.min_end_dist_round + self.design_status = True + # Check minimum gauge per IS 800:2007 Cl 10.2.2: min = 2.5d + elif gauge_dist < self.bolt.min_gauge_round: + # Cannot fit 2+ rows with minimum gauge - plate too narrow + # Try single row instead + self.logger.warning(f": Plate width ({self.width}mm) insufficient for {self.rows} rows " + f"with min gauge ({self.bolt.min_gauge_round}mm). Reducing to 1 row.") + self.rows = 1 + self.cols = self.number_bolts # All bolts in single row + self.final_gauge = 0 + self.final_pitch = self.bolt.min_pitch_round + self.final_edge_dist = float(self.width) / 2.0 + self.final_end_dist = self.bolt.min_end_dist_round + # Recalculate connection length for single row + self.len_conn = (self.cols - 1) * self.bolt.min_pitch_round + 2 * self.bolt.min_end_dist_round + self.design_status = True + elif gauge_dist > self.max_gauge_round: + self.final_gauge = self.max_gauge_round + self.final_pitch = self.bolt.min_pitch_round + + edge_dist = (float(self.width) - ((self.rows - 1) * self.final_gauge)) / 2 + if edge_dist > self.bolt.max_edge_dist_round: + self.design_status = False + self.number_r_c_bolts(design_dictionary, 0, 1) + return + else: + self.final_edge_dist = edge_dist + self.final_end_dist = self.bolt.min_end_dist_round + self.design_status = True + else: + self.final_gauge = gauge_dist + self.final_pitch = self.bolt.min_pitch_round + edge_dist = (float(self.width) - ((self.rows - 1) * self.final_gauge)) / 2 + if edge_dist > self.bolt.max_edge_dist_round: + self.design_status = False + self.number_r_c_bolts(design_dictionary, 0, 1) + return + else: + self.final_edge_dist = edge_dist + self.final_end_dist = self.bolt.min_end_dist_round + self.design_status = True + + if self.bolt.bolt_type == 'Bearing Bolt': + self.bolt.bolt_shear_capacity = round(self.bolt.bolt_shear_capacity / 1000, 2) + self.bolt.bolt_bearing_capacity = round(self.bolt.bolt_bearing_capacity / 1000, 2) + self.bolt.bolt_capacity = round(self.bolt.bolt_capacity / 1000, 2) + else: + self.slip_res = round(self.slip_res / 1000, 2) + self.bolt.bolt_capacity = round(self.bolt.bolt_capacity / 1000, 2) + + bolt_capacity_kN = self.bolt.bolt_capacity + bolt_capacity_total = bolt_capacity_kN * self.number_bolts if bolt_capacity_kN else 0.0 + if bolt_capacity_total <= 0: + self.logger.error(": Bolt capacity is zero. Increase bolt size/grade or adjust layout.") + self.design_status = False + self.design_error = "Bolt capacity is zero." + return + bolt_util = self.axial_force_kN / bolt_capacity_total + + if not self.check_base_metal_strength(): + return + + if not self.base_metal_capacity_kN or self.base_metal_capacity_kN <= 0: + self.logger.error(": Base metal capacity is zero or undefined. Check plate selection.") + self.design_status = False + self.design_error = "Base metal capacity is zero or undefined." + return + + base_util = self.axial_force_kN / self.base_metal_capacity_kN + + def _format_util(value, decimals=3): + if math.isinf(value) or math.isnan(value): + return 'Inf' + return round(value, decimals) + + overall_util = max(bolt_util, base_util) + self.utilization_breakdown = { + 'bolt': _format_util(bolt_util), + 'base_metal': _format_util(base_util) + } + + if math.isinf(overall_util) or math.isnan(overall_util): + self.utilization_ratio = 'Inf' + else: + self.utilization_ratio = round(overall_util, 2) + + self.final_gauge = round(self.final_gauge, 0) + self.final_pitch = round(self.final_pitch, 0) + self.final_end_dist = round(self.final_end_dist, 0) + self.final_edge_dist = round(self.final_edge_dist, 0) + + print("FINAL FINAL", self.bolt) + print("Final Edge/End/Gauge/Pitch", self.final_edge_dist, self.final_end_dist, self.final_gauge, self.final_pitch) + print("Max and min end edge dist ", self.bolt.max_end_dist_round, self.bolt.min_end_dist_round, self.bolt.max_edge_dist_round, self.bolt.min_edge_dist_round) + print("Max min gauge pitch dist", self.max_gauge_round, self.bolt.min_gauge_round, self.max_pitch_round, self.bolt.min_pitch_round) + + # Set plate dimensions for hover_dict display + # plate length = connection length (along the bolt pitch direction) + # plate height = plate width (perpendicular to pitch direction) + plate_length = self.len_conn + plate_width = float(self.width) + + # Plate 1 dimensions + self.plate1.length = plate_length + self.plate1.height = plate_width + self.plate1.thickness_provided = float(self.plate1thk) + + # Plate 2 dimensions + self.plate2.length = plate_length + self.plate2.height = plate_width + self.plate2.thickness_provided = float(self.plate2thk) + + # Store spacing values on main plate for output compatibility + self.plate.pitch_provided = self.final_pitch + self.plate.gauge_provided = self.final_gauge + self.plate.edge_dist_provided = self.final_edge_dist + self.plate.end_dist_provided = self.final_end_dist + + def check_base_metal_strength(self): + + try: + self.logger + except NameError: + self.logger = logging.getLogger('Osdag') + + self.logger.info(": ============== Base Metal Strength Check ==============") + + plate_thk_min = min(float(self.plate1thk), float(self.plate2thk)) + fy = min(self.plate1.fy, self.plate2.fy) + fu = min(self.plate1.fu, self.plate2.fu) + + self.gamma_m0 = 1.10 + self.gamma_m1 = 1.25 + + self.A_g = plate_thk_min * float(self.width) + + if self.design_for == 'Compression': + self.T_db = self.A_g * fy / self.gamma_m0 + self.logger.info(f": Design strength of plate in compression = {self.T_db / 1000:.2f} kN [Cl.7.1.2]") + else: + n_holes = max(self.rows, 1) + hole_dia = self.bolt.dia_hole if hasattr(self.bolt, 'dia_hole') else 0.0 + net_width = float(self.width) - n_holes * hole_dia + + if net_width <= 0: + self.logger.error(": Net width becomes zero/negative after deducting bolt holes. Increase plate width or reduce rows.") + self.design_status = False + self.design_error = "Net width insufficient for bolt holes." + return False + + self.A_n = plate_thk_min * net_width + shear_lag_factor = 0.7 # IS 800:2007 Cl.6.3.3 for lap joints + + T_dg = self.A_g * fy / self.gamma_m0 + T_dn = 0.9 * self.A_n * fu * shear_lag_factor / self.gamma_m1 + self.T_dg = T_dg + self.T_dn = T_dn + self.T_db = min(T_dg, T_dn) + + # Calculate block shear strength + A_vg = plate_thk_min * ((self.rows - 1) * self.final_gauge + self.final_edge_dist) + A_vn = plate_thk_min * ((self.rows - 1) * self.final_gauge + self.final_edge_dist - (self.rows - 0.5) * hole_dia) + A_tg = plate_thk_min * self.final_end_dist + A_tn = plate_thk_min * (self.final_end_dist - 0.5 * hole_dia) + + T_db_block = IS800_2007.cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, fu, fy) + self.T_db = min(self.T_db, T_db_block) + self.logger.info(f": Design strength of plate in tension = {self.T_db / 1000:.2f} kN [Cl.6.2.2, 6.2.3, 6.3.3]") + + if self.T_db <= 0: + self.logger.error(": Plate design strength is non-positive. Check input dimensions/material.") + self.design_status = False + self.design_error = "Plate design strength is non-positive." + return False + + self.base_metal_capacity_kN = self.T_db / 1000.0 + return True + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Plate 1', self.call_3DPlate1) + components.append(t2) + + t3 = ('Plate 2', self.call_3DPlate2) + components.append(t3) + + t4 = ('Bolts', self.call_3DBolt) + components.append(t4) + + return components + + def call_3DPlate1(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 1': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Plate 1", bgcolor) + + def call_3DPlate2(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 2': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Plate 2", bgcolor) + + def call_3DBolt(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Bolts': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Bolts", bgcolor) + + def warn_text(self): + + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + + # @author Arsil Zunzunia + red_list = red_list_function() + if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: + self.logger.warning( + " : You are using a section (in red color) that is not available in latest version of IS 808") + self.logger.info( + " : You are using a section (in red color) that is not available in latest version of IS 808") + + def save_design(self, popup_summary): + """ + Generate the LaTeX design report for Lap Joint Bolted Connection (Tension/Compression) + per IS 800:2007. + """ + try: + def g(attr, default=None): + v = getattr(self, attr, default) + return default if v is None else v + + def f2(x, default=0.0): + try: + return round(float(x), 2) + except (TypeError, ValueError): + return default + + def as_int(x, default=0): + try: + return int(round(float(x))) + except (TypeError, ValueError): + return default + + if not getattr(self, 'design_status', False): + self.report_input = { + KEY_MODULE: "Lap Joint Bolted Connection", + KEY_MAIN_MODULE: "Plated Connection", + "Design Status": "TITLE", + "Status": "Design not completed successfully.", + } + self.report_check = [] + self.report_check.append([ + "SubSection", "Design Status", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + self.report_check.append(["Design", "Design not completed successfully.", "", "FAIL"]) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "LapJointBoltedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=getattr(self, 'module', 'Lap Joint Bolted') + ) + return True + + self.module = g('module', 'Lap Joint Bolted') + self.mainmodule = 'Plated Connection' + design_for = str(g('design_for', 'Tension')).strip() + is_comp = design_for.lower().startswith('c') + + plate1_thk = f2(g('plate1thk', g('pltthk', 0.0)), 0.0) + plate2_thk = f2(g('plate2thk', g('pltthk', 0.0)), 0.0) + width = f2(g('width', 0.0), 0.0) + axial_kN = f2(g('axial_force_kN', g('tensile_force', 0.0)), 0.0) + + edge_type = getattr(self.bolt, 'edgetype', 'Sheared or hand flame cut') + bolt_dia_prov = f2(getattr(self.bolt, 'bolt_diameter_provided', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_grade_prov = f2(getattr(self.bolt, 'bolt_grade_provided', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_type = getattr(self.bolt, 'bolt_type', VALUE_NOT_APPLICABLE) if hasattr(self, 'bolt') else VALUE_NOT_APPLICABLE + + bolt_shear_kN = f2(getattr(self.bolt, 'bolt_shear_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_bearing_kN = f2(getattr(self.bolt, 'bolt_bearing_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + bolt_final_cap = f2(getattr(self.bolt, 'bolt_capacity', 0.0) if hasattr(self, 'bolt') else 0.0, 0.0) + + rows = as_int(g('rows', 0), 0) + cols = as_int(g('cols', 0), 0) + n_bolts = as_int(g('number_bolts', 0), 0) + pitch = f2(g('final_pitch', 0.0), 0.0) + gauge = f2(g('final_gauge', 0.0), 0.0) + e_dist = f2(g('final_edge_dist', 0.0), 0.0) + + t_fu_fy_list = getattr(self, 'bolt_conn_plates_t_fu_fy', []) + if t_fu_fy_list and len(t_fu_fy_list) > 0: + fu = t_fu_fy_list[0][1] if len(t_fu_fy_list[0]) > 1 else 0 + fy = t_fu_fy_list[0][2] if len(t_fu_fy_list[0]) > 2 else 0 + else: + fy = g('yield_stress', 0) + fu = 0 + + base_metal_capacity_kN = f2(g('base_metal_capacity_kN', 0.0), 0.0) + + A_g = f2(g('A_g', 0.0), 0.0) + T_dg = f2(g('T_dg', 0.0), 0.0) + T_dn = f2(g('T_dn', 0.0), 0.0) + T_db = f2(g('T_db', 0.0), 0.0) + + overall_ur = round(g('utilization_ratio', 0.0), 3) + + self.report_input = { + KEY_MODULE: "Lap Joint Bolted Connection", + KEY_MAIN_MODULE: "Plated Connection", + KEY_DISP_DESIGN_FOR: design_for, + "Thickness of Plate-1 (mm) *": plate1_thk, + "Thickness of Plate-2 (mm) *": plate2_thk, + "Width of Plate (mm) *": width, + "Material *": getattr(self, 'main_material', VALUE_NOT_APPLICABLE), + "Diameter (mm) *": bolt_dia_prov, + "Property Class *": bolt_grade_prov, + "Type *": bolt_type, + f"{'Tensile' if not is_comp else 'Axial'} Force (kN) *": axial_kN, + "Additional inputs": "TITLE", + "Bolt Hole Type": getattr(self.bolt, 'boltholetype', 'Standard'), + "Slip Factor (Ī¼f)": getattr(self.bolt, 'mu_f', 'N/A'), + "Edge Preparation Method": edge_type + } + + self.report_check = [] + + #============================================================= + #=========== SECTION 2.1: CALCULATING BOLT STRENGTH ========== + #============================================================= + self.report_check.append([ + "SubSection", "Calculating Bolt Strength", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + d = float(self.bolt.bolt_diameter_provided) + bolt_grade = float(self.bolt.bolt_grade_provided) + f_ub = int(bolt_grade * 100) + + plate1_thk_raw = float(self.plate1.thickness[0]) if isinstance(self.plate1.thickness, list) else float(self.plate1.thickness) + plate2_thk_raw = float(self.plate2.thickness[0]) if isinstance(self.plate2.thickness, list) else float(self.plate2.thickness) + + bolt_shank_area = f2(math.pi * d**2 / 4, 0.0) + + if hasattr(self.bolt, 'bolt_net_area_provided'): + bolt_net_area = f2(self.bolt.bolt_net_area_provided, 0.0) + else: + bolt_net_area = f2(math.pi * (d - 0.9382 * math.sqrt(d))**2 / 4, 0.0) + + gamma_mb = 1.25 + + if self.bolt.bolt_type != "Bearing Bolt": + # ========== FRICTION GRIP TYPE BOLTING (Cl. 10.4.3) ========== + f_0 = 0.7 * f_ub + F_o = bolt_net_area * f_0 + mu = float(self.bolt.mu_f) if hasattr(self.bolt, 'mu_f') else 0.3 + n_e = 1 # Number of effective interfaces (single lap joint) + + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + hole_type_lower = bolt_hole_type_str.lower() + if "standard" in hole_type_lower: + K_h = 1.0 + elif "over" in hole_type_lower or "short" in hole_type_lower: + K_h = 0.85 + else: # long slotted + K_h = 0.7 + + V_nsf = mu * n_e * K_h * F_o + gamma_mf = 1.25 # For ultimate load + V_dsf_theoretical = V_nsf / gamma_mf + V_dsf_kN_theoretical = V_dsf_theoretical / 1000 + + slip_req = Math(inline=True) + slip_req.append(NoEscape(r'\begin{aligned}')) + slip_req.append(NoEscape(r'V_{dsf} &= \frac{V_{nsf}}{\gamma_{mf}}\\')) + slip_req.append(NoEscape(r'V_{nsf} &= \mu \cdot n_e \cdot K_h \cdot F_o\\')) + slip_req.append(NoEscape(r'\mu &= ' + f'{mu:.2f}' + r' \text{ (slip factor)}\\')) + slip_req.append(NoEscape(r'n_e &= ' + str(n_e) + r' \text{ (interfaces)}\\')) + slip_req.append(NoEscape(r'K_h &= ' + f'{K_h:.2f}' + r' \text{ (hole factor)}\\')) + slip_req.append(NoEscape(r'f_0 &= 0.7 f_{ub} = ' + f'{f_0:.1f}' + r' \text{ MPa}\\')) + slip_req.append(NoEscape(r'A_{nb} &= ' + f'{bolt_net_area:.2f}' + r' \text{ mm}^2\\')) + slip_req.append(NoEscape(r'F_o &= A_{nb} \times f_0 = ' + f'{F_o:.2f}' + r' \text{ N}\\')) + slip_req.append(NoEscape(r'V_{nsf} &= ' + f'{mu:.2f}' + r' \times ' + str(n_e) + r' \times ' + f'{K_h:.2f}' + r' \times ' + f'{F_o:.2f}' + r'\\')) + slip_req.append(NoEscape(r'&= ' + f'{V_nsf:.2f}' + r' \text{ N}\\')) + slip_req.append(NoEscape(r'V_{dsf} &= \frac{' + f'{V_nsf:.2f}' + r'}{' + str(gamma_mf) + r'} = ' + f'{V_dsf_kN_theoretical:.2f}' + r' \text{ kN}\\')) + slip_req.append(NoEscape(r'&[\text{Ref. Cl. 10.4.3}]')) + slip_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Slip Resistance", "", slip_req, ""]) + + else: # Bearing Bolt + # ========== SHEAR CAPACITY (Cl. 10.3.3) ========== + V_dsb_kN = bolt_shear_kN + V_nsb = V_dsb_kN * gamma_mb + + n_n = 1 # Threads intercepting shear plane + n_s = 0 # No threads without shear + + shear_req = Math(inline=True) + shear_req.append(NoEscape(r'\begin{aligned}\\')) + shear_req.append(NoEscape(r'V_{dsb} &= \frac{V_{nsb}}{\gamma_{mb}}\\\\')) + shear_req.append(NoEscape(r'V_{nsb} &= \frac{f_{ub}}{\sqrt{3}} \cdot (n_n \cdot A_{nb} + n_s \cdot A_{sb})\\')) + shear_req.append(NoEscape(r'&= \frac{' + str(f_ub) + r'}{\sqrt{3}} \times (1 \times ' + f'{bolt_net_area:.2f}' + r')\\')) + shear_req.append(NoEscape(r'&= ' + f'{V_nsb:.2f}' + r' \text{ kN}\\\\')) + shear_req.append(NoEscape(r'V_{dsb} &= \frac{' + f'{V_nsb:.2f}' + r'}{' + str(gamma_mb) + r'}\\')) + shear_req.append(NoEscape(r'&= ' + f'{V_dsb_kN:.2f}' + r' \text{ kN}\\')) + shear_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3}]')) + shear_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Shear Capacity", "", shear_req, ""]) + + # ========== BEARING CAPACITY (Cl. 10.3.4) ========== + V_dpb_kN = bolt_bearing_kN + V_npb = V_dpb_kN * gamma_mb + + t_min = min(plate1_thk_raw, plate2_thk_raw) + f_u_plate = min(self.plate1.fu, self.plate2.fu) + + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + e = float(self.final_end_dist) if hasattr(self, 'final_end_dist') and self.final_end_dist > 0 else float(self.bolt.min_end_dist_round) + p = float(self.final_pitch) if hasattr(self, 'final_pitch') and self.final_pitch > 0 else float(self.bolt.min_pitch_round) + + # Calculate kb factor components (always calculate for report display) + if p > 0: + kb_1 = e / (3.0 * d_0) + kb_2 = p / (3.0 * d_0) - 0.25 + kb_3 = f_ub / f_u_plate + kb_4 = 1.0 + kb_calc = min(kb_1, kb_2, kb_3, kb_4) + else: + kb_1 = e / (3.0 * d_0) + kb_2 = float('inf') # Not applicable + kb_3 = f_ub / f_u_plate + kb_4 = 1.0 + kb_calc = min(kb_1, kb_3, kb_4) + + if hasattr(self.bolt, 'kb') and self.bolt.kb is not None: + k_b = f2(self.bolt.kb, 1.0) + else: + k_b = f2(kb_calc, 1.0) + + kb_req = Math(inline=True) + kb_req.append(NoEscape(r'\begin{aligned}\\')) + kb_req.append(NoEscape(r'k_b &= \min\left(\frac{e}{3d_0}, \frac{p}{3d_0}-0.25, \frac{f_{ub}}{f_u}, 1.0\right)\\\\')) + kb_req.append(NoEscape(r'&= \min\left(\frac{' + f'{e:.1f}' + r'}{3 \times ' + f'{d_0:.1f}' + r'}, \frac{' + f'{p:.1f}' + r'}{3 \times ' + f'{d_0:.1f}' + r'}-0.25, \frac{' + str(f_ub) + r'}{' + str(f_u_plate) + r'}, 1.0\right)\\\\')) + + if p > 0: + kb_req.append(NoEscape(r'&= \min(' + f'{kb_1:.2f}' + r', ' + f'{kb_2:.2f}' + r', ' + f'{kb_3:.2f}' + r', 1.0)\\\\')) + else: + kb_req.append(NoEscape(r'&= \min(' + f'{kb_1:.2f}' + r', ' + f'{kb_3:.2f}' + r', 1.0)\\\\')) + + kb_req.append(NoEscape(r'&= ' + f'{k_b:.2f}')) + kb_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Bearing Factor", "", kb_req, ""]) + + bearing_req = Math(inline=True) + bearing_req.append(NoEscape(r'\begin{aligned}')) + bearing_req.append(NoEscape(r'V_{dpb} &= \frac{V_{npb}}{\gamma_{mb}}\\\\')) + bearing_req.append(NoEscape(r'V_{npb} &= 2.5 \cdot k_b \cdot d \cdot t \cdot f_u\\')) + bearing_req.append(NoEscape(r'&= 2.5 \times ' + f'{k_b:.3f}' + r' \times ' + f'{d:.1f}' + r' \times ' + f'{t_min:.1f}' + r' \times ' + str(f_u_plate) + r'\\')) + bearing_req.append(NoEscape(r'&= ' + f'{V_npb:.2f}' + r' \text{ kN}\\\\')) + bearing_req.append(NoEscape(r'V_{dpb} &= \frac{' + f'{V_npb:.2f}' + r'}{' + f'{gamma_mb:.2f}' + r'}\\')) + bearing_req.append(NoEscape(r'&= ' + f'{V_dpb_kN:.2f}' + r' \text{ kN}\\')) + bearing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.4}]')) + bearing_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bearing Capacity", "", bearing_req, ""]) + + V_db_kN = bolt_final_cap + + cap_req = Math(inline=True) + cap_req.append(NoEscape(r'\begin{aligned}')) + cap_req.append(NoEscape(r'V_{db} &= \min(' + f'{bolt_shear_kN:.2f}' + r', ' + f'{bolt_bearing_kN:.2f}' + r')'+r'\\')) + cap_req.append(NoEscape(r'&= ' + f'{V_db_kN:.2f}' + r' \text{ kN}'+r'\\')) + cap_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.2, IS 800:2007}]')) + cap_req.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bolt Design Capacity", "", cap_req, ""]) + + #======================================================= + #=========== SECTION 2.2: REDUCTION FACTORS ============ + #======================================================= + self.report_check.append([ + "SubSection", "Reduction Factors", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + l_j = (self.rows - 1) * self.final_pitch if self.rows > 1 else 0 + d = self.bolt.bolt_diameter_provided + + lj_req = Math(inline=True) + lj_req.append(NoEscape(r'\begin{aligned}')) + + if l_j > 15 * d: + beta_lj = 1.075 - (l_j / (200 * d)) + beta_lj = max(0.75, min(beta_lj, 1.0)) + lj_req.append(NoEscape(r'\text{Since } l_j &> 15d\\')) + lj_req.append(NoEscape(r'l_j &= ' + str(l_j) + r' \text{ mm}, \quad 15d = ' + str(15 * d) + r' \text{ mm}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= 1.075 - \frac{l_j}{200 \cdot d}\\')) + lj_req.append(NoEscape(r'&= 1.075 - \frac{' + str(l_j) + r'}{200 \times ' + str(d) + r'}\\')) + lj_req.append(NoEscape(r'&= ' + f'{1.075 - (l_j / (200 * d)):.3f}' + r'\\')) + lj_req.append(NoEscape(r'&\text{(but } 0.75 \leq \beta_{lj} \leq 1.0\text{)}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= ' + f'{beta_lj:.2f}' + r'\\')) + lj_status = "" + else: + beta_lj = 1.0 + lj_req.append(NoEscape(r'\text{Since } l_j &\leq 15d\\')) + lj_req.append(NoEscape(r'l_j &= ' + str(l_j) + r' \text{ mm}, \quad 15d = ' + str(15 * d) + r' \text{ mm}\\')) + lj_req.append(NoEscape(r'\beta_{lj} &= 1.0 \text{ (No reduction)}\\')) + lj_status = "PASS" + + lj_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3.1}]')) + lj_req.append(NoEscape(r'\end{aligned}')) + + lj_prov = Math(inline=True) + lj_prov.append(NoEscape(r'\beta_{lj} = ' + f'{beta_lj:.2f}')) + + self.report_check.append(["Long Joint Factor", lj_req, lj_prov, '']) + + l_g = plate1_thk_raw + plate2_thk_raw + + lg_req = Math(inline=True) + lg_req.append(NoEscape(r'\begin{aligned}')) + + if l_g > 5 * d: + beta_lg = (8 * d) / (3 * d + l_g) + beta_lg = min(beta_lg, beta_lj) if beta_lj else beta_lg + lg_req.append(NoEscape(r'\text{Since } l_g &> 5d\\')) + lg_req.append(NoEscape(r'l_g &= ' + str(l_g) + r' \text{ mm}, \quad 5d = ' + str(5 * d) + r' \text{ mm}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= \frac{8d}{3d + l_g}\\')) + lg_req.append(NoEscape(r'&= \frac{8 \times ' + str(d) + r'}{3 \times ' + str(d) + r' + ' + str(l_g) + r'}\\')) + lg_req.append(NoEscape(r'&= ' + f'{(8 * d) / (3 * d + l_g):.3f}' + r'\\')) + lg_req.append(NoEscape(r'\beta_{lg} &\leq \beta_{lj}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= ' + f'{beta_lg:.2f}' + r'\\')) + lg_status = "" + else: + beta_lg = 1.0 + lg_req.append(NoEscape(r'\text{Since } l_g &\leq 5d\\')) + lg_req.append(NoEscape(r'l_g &= ' + str(l_g) + r' \text{ mm}, \quad 5d = ' + str(5 * d) + r' \text{ mm}\\')) + lg_req.append(NoEscape(r'\beta_{lg} &= 1.0 \text{ (No reduction)}\\')) + lg_status = "PASS" + + lg_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.3.2}]')) + lg_req.append(NoEscape(r'\end{aligned}')) + + lg_prov = Math(inline=True) + lg_prov.append(NoEscape(r'\beta_{lg} = ' + f'{beta_lg:.2f}')) + + self.report_check.append(["Large Grip Factor", lg_req, lg_prov, '']) + + if self.bolt.bolt_hole_type != "Standard": + hole_req = Math(inline=True) + hole_req.append(NoEscape(r'\begin{aligned}')) + hole_req.append(NoEscape(r'\text{Hole Type: }' + self.bolt.bolt_hole_type + r'\\')) + if "oversized" in self.bolt.bolt_hole_type.lower() or "short" in self.bolt.bolt_hole_type.lower(): + hole_factor = 0.7 + else: # long-slotted + hole_factor = 0.5 + hole_req.append(NoEscape(r'\text{Reduction Factor} &= ' + str(hole_factor) + r'\\')) + hole_req.append(NoEscape(r'&[\text{Ref. Cl. 10.3.4}]')) + hole_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Hole Type Reduction", hole_req, "", ""]) + + #===================================== + # Section 2.3: Detailing Requirements + #===================================== + self.report_check.append([ + "SubSection", "Detailing Requirements", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + # 2.3.1 Minimum Spacing (Cl. 10.2.2) + p_min = as_int(2.5 * bolt_dia_prov, 0) + g_min = as_int(2.5 * bolt_dia_prov, 0) + + spacing_req = Math(inline=True) + spacing_req.append(NoEscape(r'\begin{aligned}')) + spacing_req.append(NoEscape(r'p_{\text{min}} &= 2.5 \cdot d\\')) + spacing_req.append(NoEscape(r'&= 2.5 \times ' + str(bolt_dia_prov) + r'\\')) + spacing_req.append(NoEscape(r'&= ' + str(p_min) + r' \text{ mm}\\')) + spacing_req.append(NoEscape(r'g_{\text{min}} &= 2.5 \cdot d\\')) + spacing_req.append(NoEscape(r'&= 2.5 \times ' + str(bolt_dia_prov) + r'\\')) + spacing_req.append(NoEscape(r'&= ' + str(g_min) + r' \text{ mm}\\ \\')) + spacing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.2}]')) + spacing_req.append(NoEscape(r'\end{aligned}')) + + spacing_prov = Math(inline=True) + spacing_prov.append(NoEscape(r'\begin{aligned}')) + spacing_prov.append(NoEscape(r'p_{\text{prov}} &= ' + str(pitch) + r' \text{ mm}\\')) + spacing_prov.append(NoEscape(r'g_{\text{prov}} &= ' + str(gauge) + r' \text{ mm}')) + spacing_prov.append(NoEscape(r'\end{aligned}')) + + spacing_status = "PASS" if (pitch >= p_min and gauge >= g_min) else "FAIL" + self.report_check.append(["Minimum Spacing", spacing_req, spacing_prov, spacing_status]) + + # 2.3.2 Maximum Spacing (Cl. 10.2.3.1) + plate_thk_min = min(plate1_thk_raw, plate2_thk_raw) + p_max = as_int(min(32 * plate_thk_min, 300), 0) + g_max = as_int(min(32 * plate_thk_min, 300), 0) + + max_spacing_req = Math(inline=True) + max_spacing_req.append(NoEscape(r'\begin{aligned}')) + max_spacing_req.append(NoEscape(r'p_{\text{max}} &= \min(32 \cdot t, 300 \text{ mm})\\')) + max_spacing_req.append(NoEscape(r'&= \min(32 \times ' + str(plate_thk_min) + r', 300)\\')) + max_spacing_req.append(NoEscape(r'&= ' + str(p_max) + r' \text{ mm}\\')) + max_spacing_req.append(NoEscape(r'g_{\text{max}} &= \min(32 \cdot t, 300 \text{ mm})\\')) + max_spacing_req.append(NoEscape(r'&= \min(32 \times ' + str(plate_thk_min) + r', 300)\\')) + max_spacing_req.append(NoEscape(r'&= ' + str(g_max) + r' \text{ mm}\\ \\')) + max_spacing_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.3.1}]')) + max_spacing_req.append(NoEscape(r'\end{aligned}')) + + max_spacing_prov = Math(inline=True) + max_spacing_prov.append(NoEscape(r'\begin{aligned}')) + max_spacing_prov.append(NoEscape(r'p_{\text{prov}} &= ' + str(pitch) + r' \text{ mm}\\')) + max_spacing_prov.append(NoEscape(r'g_{\text{prov}} &= ' + str(gauge) + r' \text{ mm}')) + max_spacing_prov.append(NoEscape(r'\end{aligned}')) + + max_spacing_status = "PASS" if (pitch <= p_max and gauge <= g_max) else "FAIL" + self.report_check.append(["Maximum Spacing", max_spacing_req, max_spacing_prov, max_spacing_status]) + + # 2.3.3 Edge Distance (Cl. 10.2.4) + bolt_hole_type_str = str(self.bolt.bolt_hole_type) if hasattr(self.bolt, 'bolt_hole_type') else "Standard" + d_hole = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type_str) + + if "Sheared" in edge_type or "hand flame cut" in edge_type: + e_min_calc = f2(1.7 * d_hole, 0.0) + e_min_multiplier = 1.7 + else: # Rolled, machine-flame cut, sawn and planed + e_min_calc = f2(1.5 * d_hole, 0.0) + e_min_multiplier = 1.5 + + epsilon = math.sqrt(250 / fy) + e_max_calc = f2(12 * plate_thk_min * epsilon, 0.0) + + edge_req = Math(inline=True) + edge_req.append(NoEscape(r'\begin{aligned}')) + edge_req.append(NoEscape(r'e_{\min} &= ' + str(e_min_multiplier) + r' \cdot d_0\\')) + edge_req.append(NoEscape(r'&= ' + str(e_min_multiplier) + r' \times ' + f'{d_hole:.1f}' + r' = ' + f'{e_min_calc:.1f}' + r' \text{ mm}\\')) + edge_req.append(NoEscape(r'e_{\text{max}} &= 12 \cdot t \cdot \varepsilon\\')) + edge_req.append(NoEscape(r'&= 12 \times ' + str(plate_thk_min) + r' \times ' + f'{epsilon:.2f}' + r'\\')) + edge_req.append(NoEscape(r'&= ' + str(e_max_calc) + r' \text{ mm}\\ \\')) + edge_req.append(NoEscape(r'&[\text{Ref. Cl. 10.2.4}]')) + edge_req.append(NoEscape(r'\end{aligned}')) + + edge_prov = Math(inline=True) + edge_prov.append(NoEscape(r'e_{\text{prov}} = ' + str(e_dist) + r' \text{ mm}')) + + edge_status = "PASS" if (e_dist >= e_min_calc and e_dist <= e_max_calc) else "FAIL" + self.report_check.append(["Edge Distance", edge_req, edge_prov, edge_status]) + + #=============================== + # Section 2.4: Number of Bolts + #=============================== + self.report_check.append([ + "SubSection", "Number of Bolts Required", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + bolts_req_initial = math.ceil(axial_kN / bolt_final_cap) if bolt_final_cap > 0 else 0 + + bolts_eq = Math(inline=True) + bolts_eq.append(NoEscape(r'\begin{aligned}\\')) + bolts_eq.append(NoEscape(r'n &= \frac{P}{V_{db}}\\\\')) + bolts_eq.append(NoEscape(r'&= \frac{' + str(axial_kN) + r'}{' + str(bolt_final_cap) + r'}\\\\')) + bolts_eq.append(NoEscape(r'&= ' + str(bolts_req_initial) + r' \text{ nos.}\\')) + bolts_eq.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Bolts Required", f" {axial_kN:.2f} kN", bolts_eq, ""]) + + #=============================== + # Section 2.5: Bolt Arrangement + #=============================== + self.report_check.append([ + "SubSection", "Bolt Arrangement", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + self.report_check.append([ + "Bolt Pattern", "2", f"Arrangement: {rows} rows Ɨ {cols} columns", "" + ]) + + #================================ + # Section 2.6: Base Metal Strength + #================================ + self.report_check.append([ + "SubSection", "Base Metal Strength", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + if is_comp: + base_req = Math(inline=True) + base_req.append(NoEscape(r'\begin{aligned}\\')) + base_req.append(NoEscape(r'P_d &= \frac{A_g \cdot f_y}{\gamma_{m0}}\\\\')) + base_req.append(NoEscape(r'&= \frac{' + str(A_g) + r' \times ' + str(fy) + r'}{1.10}\\\\')) + base_req.append(NoEscape(r'&= ' + f'{base_metal_capacity_kN:.2f}' + r' \text{ kN}\\')) + base_req.append(NoEscape(r'&[\text{Ref. Cl. 7.1.2}]')) + base_req.append(NoEscape(r'\end{aligned}')) + + base_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", "", base_req, base_status]) + else: + # 1. Gross Section Yielding + yield_req = Math(inline=True) + yield_req.append(NoEscape(r'\begin{aligned}\\')) + yield_req.append(NoEscape(r'T_{dg} &= \frac{A_g \cdot f_y}{\gamma_{m0}}\\\\')) + yield_req.append(NoEscape(r'&= \frac{' + str(A_g) + r' \times ' + str(fy) + r'}{1.10}\\\\')) + yield_req.append(NoEscape(r'&= ' + f'{T_dg:.2f}' + r' \text{ kN}\\')) + yield_req.append(NoEscape(r'&[\text{Ref. Cl. 6.2}]')) + yield_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Gross Section Yield", "", yield_req, ""]) + + # 2. Net Section Rupture + rup_req = Math(inline=True) + rup_req.append(NoEscape(r'\begin{aligned}')) + rup_req.append(NoEscape(r'T_{dn} &= \frac{0.9 A_n f_u}{\gamma_{m1}}\\')) + rup_req.append(NoEscape(r'&= ' + f'{T_dn:.2f}' + r' \text{ kN}\\')) + rup_req.append(NoEscape(r'&[\text{Ref. Cl. 6.3}]')) + rup_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Net Section Rupture", "", rup_req, ""]) + + # 3. Block Shear (Cl 6.4) + # Recalculate areas for report clarity + # Note: We use the same logic as the solver's check_base_metal_strength + n_r = self.rows + p = self.final_pitch + g_val = self.final_gauge + e_val = self.final_end_dist + dia_hole = IS800_2007.cl_10_2_1_bolt_hole_size(d, str(self.bolt.bolt_hole_type)) + + t_min = min(plate1_thk_raw, plate2_thk_raw) + + Avg = t_min * ((n_r - 1) * g_val + e_val) + Avn = t_min * ((n_r - 1) * g_val + e_val - (n_r - 0.5) * dia_hole) + Atg = t_min * e_val + Atn = t_min * (e_val - 0.5 * dia_hole) + + Tdb1 = (Avg * fy / (math.sqrt(3) * 1.10) + 0.9 * Atn * fu / 1.25) / 1000 + Tdb2 = (0.9 * Avn * fu / (math.sqrt(3) * 1.25) + Atg * fy / 1.10) / 1000 + Tdb = min(Tdb1, Tdb2) + + block_req = Math(inline=True) + block_req.append(NoEscape(r'\begin{aligned}')) + block_req.append(NoEscape(r'A_{vg} &= ' + f'{Avg:.0f}' + r' \text{ mm}^2, \quad A_{vn} = ' + f'{Avn:.0f}' + r' \text{ mm}^2\\')) + block_req.append(NoEscape(r'A_{tg} &= ' + f'{Atg:.0f}' + r' \text{ mm}^2, \quad A_{tn} = ' + f'{Atn:.0f}' + r' \text{ mm}^2\\')) + block_req.append(NoEscape(r'T_{db1} &= \frac{A_{vg} f_y}{\sqrt{3} \gamma_{m0}} + \frac{0.9 A_{tn} f_u}{\gamma_{m1}} = ' + f'{Tdb1:.2f}' + r' \text{ kN}\\')) + block_req.append(NoEscape(r'T_{db2} &= \frac{0.9 A_{vn} f_u}{\sqrt{3} \gamma_{m1}} + \frac{A_{tg} f_y}{\gamma_{m0}} = ' + f'{Tdb2:.2f}' + r' \text{ kN}\\')) + block_req.append(NoEscape(r'T_{db} &= \min(T_{db1}, T_{db2}) = ' + f'{Tdb:.2f}' + r' \text{ kN}\\')) + block_req.append(NoEscape(r'&[\text{Ref. Cl. 6.4.1}]')) + block_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Block Shear", "", block_req, ""]) + + # Governing Strength + base_req = Math(inline=True) + base_req.append(NoEscape(r'\begin{aligned}')) + base_req.append(NoEscape(r'T_d &= \min(T_{dg}, T_{dn}, T_{db})\\')) + base_req.append(NoEscape(r'&= ' + f'{base_metal_capacity_kN:.2f}' + r' \text{ kN}\\')) + base_req.append(NoEscape(r'\end{aligned}')) + + base_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", "", base_req, base_status]) + + #============================= + # Section 2.7: Design Summary + #============================= + self.report_check.append([ + "SubSection", "Design Summary", "|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|" + ]) + + bolt_capacity_total = f2(bolt_final_cap * n_bolts, 0.0) + bolt_ur = axial_kN / bolt_capacity_total if bolt_capacity_total > 0 else 999.0 + + plate_ur = axial_kN / base_metal_capacity_kN if base_metal_capacity_kN > 0 else 999.0 + + # Overall UR is max of both + overall_ur_val = max(bolt_ur, plate_ur) + overall_ur = round(overall_ur_val, 3) + + ur_req = Math(inline=True) + ur_req.append(NoEscape(r'\begin{aligned}\\')) + ur_req.append(NoEscape(r'\text{Bolt Capacity} &= ' + str(bolt_capacity_total) + r' \text{ kN}\\')) + ur_req.append(NoEscape(r'\text{Plate Capacity} &= ' + str(base_metal_capacity_kN) + r' \text{ kN}\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{bolt}} &= \frac{' + str(axial_kN) + r'}{' + str(bolt_capacity_total) + r'}\\')) + ur_req.append(NoEscape(r'&= ' + f'{bolt_ur:.3f}' + r'\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{plate}} &= \frac{' + str(axial_kN) + r'}{' + str(base_metal_capacity_kN) + r'}\\')) + ur_req.append(NoEscape(r'&= ' + f'{plate_ur:.3f}' + r'\\\\')) + ur_req.append(NoEscape(r'\text{UR}_{\text{final}} &= \max(\text{UR}_{\text{bolt}}, \text{UR}_{\text{plate}})\\')) + ur_req.append(NoEscape(r'&= ' + str(overall_ur) + r'\end{aligned}')) + + util_prov = Math(inline=True) + util_prov.append(NoEscape(str(overall_ur) + r' \leq 1.0')) + + util_status = "PASS" if overall_ur_val <= 1.0 else "FAIL" + self.report_check.append(["Utilization Ratio", f"{axial_kN:.2f} kN", ur_req, util_status]) + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "LapJointBoltedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=self.module + ) + + self.logger.info(f"Report generated successfully: {fname_no_ext}.pdf") + return True + + except Exception as e: + print(f"WARNING in save_design(): {e}") + import traceback + traceback.print_exc() + return False diff --git a/osdag_core/design_type/connection/lap_joint_welded.py b/osdag_core/design_type/connection/lap_joint_welded.py new file mode 100644 index 000000000..b7658a814 --- /dev/null +++ b/osdag_core/design_type/connection/lap_joint_welded.py @@ -0,0 +1,1092 @@ +""" +Module: lap_joint_welded.py +Author: Aman, Nishi Kant Mandal, Tanu Singh, Roushan Raj +Date: 2025-07-14 + +Description: + LapJointWelded is a moment connection module that represents a welded lap joint connection. + It inherits from MomentConnection and follows the same structure and design logic as other + connection modules (e.g., BeamCoverPlate, ColumnCoverPlate) used in Osdag. + +Reference: + - Osdag software guidelines and connection module structure documentation +""" + +from .moment_connection import MomentConnection +from ...utils.common.component import * +from ...utils.common.is800_2007 import * +from ...Common import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...utils.common.load import Load +from ...custom_logger import CustomLogger +import logging + +import math + +import os +from pylatex.utils import NoEscape +from pylatex import Math + +class LapJointWelded(MomentConnection): + def __init__(self): + super(LapJointWelded, self).__init__() + self.design_status = False + self.weld_size = None + self.weld_length_provided = None + self.weld_strength = None + self.weld_thickness = None + self.plate_width = None + self.plate_length = None + self.plate_thickness = None + self.weld_type = None + self.weld_material = None + self.weld_fabrication = None + self.weld_angle = None + self.weld_length_effective = None + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + tabs.append((("Weld", TYPE_TAB_2, self.weld_values))) + tabs.append(("Detailing", TYPE_TAB_2, self.detailing_values)) + #tabs.append(("Design", TYPE_TAB_2, self.design_values)) # Add design tab + return tabs + + def tab_value_changed(self): + return [] + + def edit_tabs(self): + return [] + + def input_dictionary_design_pref(self): + design_input = [] + design_input.append(("Weld", TYPE_COMBOBOX, [ + KEY_DP_WELD_TYPE, + KEY_DP_WELD_MATERIAL_G_O + ])) + design_input.append(("Detailing", TYPE_COMBOBOX, [ + KEY_DP_DETAILING_EDGE_TYPE, + ])) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + design_input.append((None, [ + KEY_DP_WELD_TYPE, + KEY_DP_WELD_MATERIAL_G_O, + KEY_DP_DETAILING_EDGE_TYPE + ], '')) + return design_input + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu + else: + fu = '' + + defaults = { + KEY_DP_WELD_TYPE: "Shop weld", + KEY_DP_WELD_MATERIAL_G_O: str(fu), + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + } + return defaults.get(key) + + def design_values(self, input_dictionary): + return [] + + def detailing_values(self, input_dictionary): + values = { + KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + detailing = [] + + t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, + ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) + detailing.append(t1) + + t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION_LAPJOINT, None) + detailing.append(t4) + + return detailing + + def weld_values(self, input_dictionary): + fu = '' + if input_dictionary and KEY_MATERIAL in input_dictionary: + if input_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(input_dictionary[KEY_MATERIAL], 41).fu + + values = { + KEY_DP_WELD_TYPE: 'Shop weld', + KEY_DP_WELD_MATERIAL_G_O: str(fu) if fu else '410', + } + + for key in values.keys(): + if input_dictionary and key in input_dictionary: + values[key] = input_dictionary[key] + + weld = [] + + t3 = (KEY_DP_WELD_TYPE, "Type", TYPE_COMBOBOX, + ['Shop weld', 'Field weld'], + values[KEY_DP_WELD_TYPE]) + weld.append(t3) + + t2 = (KEY_DP_WELD_MATERIAL_G_O, "Material Grade Overwrite, Fu (MPa)", TYPE_TEXTBOX, + None, + values[KEY_DP_WELD_MATERIAL_G_O]) + weld.append(t2) + return weld + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_lap_joint_welded_simple_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def input_value_changed(self): + lst = [] + t8 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t8) + return lst + + def input_values(self): + options_list = [] + t16 = (KEY_MODULE, KEY_DISP_LAPJOINTWELDED, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + t31 = (KEY_PLATE1_THICKNESS, KEY_DISP_PLATE1_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t31) + t34 = (KEY_PLATE2_THICKNESS, KEY_DISP_PLATE2_THICKNESS, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t34) + t35 = (KEY_PLATE_WIDTH, KEY_DISP_PLATE_WIDTH, TYPE_TEXTBOX, None, True, 'Float Validator') + options_list.append(t35) + t5 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t5) + t18 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t18) + t20 = (KEY_WELD_SIZE, KEY_DISP_WELD_SIZE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t20) + t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t6) + # Replace tensile force with axial force + t17 = (KEY_AXIAL_FORCE, KEY_DISP_AXIAL_FORCE, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t17) + return options_list + + def customized_input(self): + list1 = [] + t11 = (KEY_WELD_SIZE, self.weld_size_customized) + list1.append(t11) + return list1 + + @staticmethod + def weld_size_customized(): + return [str(size) for size in WELD_SIZES] + + def output_values(self, flag): + out_list = [] + t21 = (None, DISP_TITLE_WELD, TYPE_TITLE, None, True) + out_list.append(t21) + t22 = (KEY_OUT_UTILISATION_RATIO, KEY_OUT_DISP_UTILISATION_RATIO, TYPE_TEXTBOX, + round(self.utilization_ratio, 3) if flag and hasattr(self, 'utilization_ratio') and self.utilization_ratio is not None else '', True) + out_list.append(t22) + t23 = (KEY_OUT_WELD_TYPE, KEY_OUT_DISP_WELD_TYPE, TYPE_TEXTBOX, + "Fillet" if flag else '', True) + out_list.append(t23) + t24 = (KEY_OUT_WELD_SIZE, KEY_OUT_DISP_WELD_SIZE, TYPE_TEXTBOX, + round(self.weld_size, 1) if flag and self.weld_size is not None else '', True) + out_list.append(t24) + t25 = (KEY_OUT_WELD_STRENGTH, KEY_OUT_DISP_WELD_STRENGTH_kN, TYPE_TEXTBOX, + round(self.weld_strength / 1000, 2) if flag and hasattr(self, 'weld_strength') and self.weld_strength is not None else '', True) + out_list.append(t25) + t26 = (KEY_OUT_WELD_LENGTH_EFF, KEY_OUT_DISP_WELD_LENGTH_EFF, TYPE_TEXTBOX, + round(self.weld_length_effective, 1) if flag and self.weld_length_effective is not None else '', True) + out_list.append(t26) + t27 = (KEY_OUT_WELD_CONN_LEN, KEY_OUT_DISP_WELD_CONN_LEN, TYPE_TEXTBOX, + round(self.connection_length, 1) if flag and hasattr(self, 'connection_length') and self.connection_length is not None else '', True) + out_list.append(t27) + t29 = (KEY_OUT_DESIGN_FOR, KEY_OUT_DISP_DESIGN_FOR, TYPE_TEXTBOX, + self.design_for if flag and hasattr(self, 'design_for') else '', True) + out_list.append(t29) + + # Hover Dictionary + plate_length = getattr(self, 'connection_length', 0) + plate_width = float(self.width) if hasattr(self, 'width') else 0 + plate1_thk = float(self.plate1.thickness[0]) if hasattr(self, 'plate1') and self.plate1 and self.plate1.thickness else 0 + plate2_thk = float(self.plate2.thickness[0]) if hasattr(self, 'plate2') and self.plate2 and self.plate2.thickness else 0 + + # Store dimensions on plate objects + if hasattr(self, 'plate1') and self.plate1: + self.plate1.length = plate_length + self.plate1.height = plate_width + self.plate1.thickness_provided = plate1_thk + if hasattr(self, 'plate2') and self.plate2: + self.plate2.length = plate_length + self.plate2.height = plate_width + self.plate2.thickness_provided = plate2_thk + + try: + self.hover_dict["Plate 1"] = ( + f"Plate 1
    " + f"Width: {round(float(self.plate1.height), 2) if flag and self.plate1.height else ''} mm
    " + f"Thickness: {round(float(self.plate1.thickness_provided), 2) if flag and self.plate1.thickness_provided else ''} mm" + ) + self.hover_dict["Plate 2"] = ( + f"Plate 2
    " + f"Width: {round(float(self.plate2.height), 2) if flag and self.plate2.height else ''} mm
    " + f"Thickness: {round(float(self.plate2.thickness_provided), 2) if flag and self.plate2.thickness_provided else ''} mm" + ) + self.hover_dict["Weld"] = ( + f"Fillet Weld
    " + f"Size: {round(float(self.weld_size), 1) if flag and self.weld_size else ''} mm
    " + f"Type: {getattr(self.weld, 'type', 'Fillet') if flag else ''}
    " + f"Effective Length: {round(float(self.weld_length_effective), 1) if flag and self.weld_length_effective else ''} mm" + ) + except Exception: + pass + + return out_list + + @staticmethod + def module_name(): + return KEY_DISP_LAPJOINTWELDED + + def func_for_validation(self, design_dictionary): + all_errors = [] + self.design_status = False + flag = False + flag1 = False + flag2 = False + + option_list = self.input_values() + missing_fields_list = [] + + for option in option_list: + if option[2] == TYPE_TEXTBOX: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + else: + if option[0] == KEY_PLATE_WIDTH: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + # Change from KEY_TENSILE_FORCE to KEY_AXIAL_FORCE + elif option[0] == KEY_AXIAL_FORCE: + if math.isclose(float(design_dictionary[option[0]]), 0.0, abs_tol=1e-9): + error = "Input value for Axial Force must be non-zero." + all_errors.append(error) + else: + flag2 = True + else: + pass + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2: + self.set_input_values(design_dictionary) + else: + return all_errors + + def set_input_values(self, design_dictionary): + design_dictionary_with_defaults = design_dictionary.copy() + if KEY_SHEAR not in design_dictionary_with_defaults: + design_dictionary_with_defaults[KEY_SHEAR] = 0.0 + if KEY_AXIAL not in design_dictionary_with_defaults: + design_dictionary_with_defaults[KEY_AXIAL] = 0.0 + if KEY_MOMENT not in design_dictionary_with_defaults: + design_dictionary_with_defaults[KEY_MOMENT] = 0.0 + + super(LapJointWelded, self).set_input_values(design_dictionary_with_defaults) + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = "Lap Joint Welded Connection" + self.main_material = design_dictionary[KEY_MATERIAL] + + # Design mode: + # self.design_for = design_dictionary.get(KEY_DESIGN_FOR, 'Tension') + + # Use axial force instead of tensile force + axial_kN_str = design_dictionary.get(KEY_AXIAL_FORCE, + design_dictionary.get(KEY_AXIAL, + design_dictionary.get(KEY_TENSILE_FORCE, 0))) + + self.axial_force = abs(float(axial_kN_str)) * 1000 # N, always positive magnitude + if float(axial_kN_str) < 0: + self.design_for = 'Compression' + else: + self.design_for = 'Tension' + # Maintain backward compatibility: many methods use tensile_force name + self.tensile_force = self.axial_force + + self.width = float(design_dictionary[KEY_PLATE_WIDTH]) + self.plate1 = Plate(thickness=[design_dictionary[KEY_PLATE1_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + self.plate2 = Plate(thickness=[design_dictionary[KEY_PLATE2_THICKNESS]], + material_grade=design_dictionary[KEY_MATERIAL], + width=design_dictionary[KEY_PLATE_WIDTH]) + self.weld = Weld(material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], + type=design_dictionary[KEY_DP_WELD_TYPE], + fabrication=design_dictionary.get(KEY_DP_FAB_SHOP, KEY_DP_FAB_SHOP)) + self.weld.size = design_dictionary[KEY_WELD_SIZE] + self.weld.size = design_dictionary[KEY_WELD_SIZE] + self.design_of_weld(design_dictionary) + + def design_of_weld(self, design_dictionary): + self.logger.info(": =========== Design of Lap Joint Welded Connection ==========") + self.logger.info(": Design Approach: IS 800:2007 Clause 10.5") + self.utilization_ratios = {} + + weld_size_input = design_dictionary[KEY_WELD_SIZE] + + # Check if user selected "All" or provided a list of sizes - iterate through valid sizes + if (isinstance(weld_size_input, str) and weld_size_input.lower() == 'all') or isinstance(weld_size_input, list): + # Get valid weld sizes based on plate thickness + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + Tmin = min(plate1_thk, plate2_thk) + s_min = IS800_2007.cl_10_5_2_3_min_weld_size(plate1_thk, plate2_thk) + s_max = Tmin - 1.5 if Tmin >= 10 else Tmin + + # Determine potential sizes to check + if isinstance(weld_size_input, list): + # Use provided list, convert to float for comparison + potential_sizes = [] + for s in weld_size_input: + try: + val = float(s) + potential_sizes.append(val) + except ValueError: + continue + potential_sizes.sort() + else: + # "All" case - use standard sizes + potential_sizes = ALL_WELD_SIZES + + valid_sizes = [s for s in potential_sizes if s_min <= s <= s_max] + + if not valid_sizes: + self.logger.error(f": No valid weld sizes available for given plate thicknesses (s_min={s_min}, s_max={s_max}).") + self.design_status = False + return + + self.logger.info(f": Valid weld sizes for iteration: {valid_sizes}") + + # Iterate through valid sizes (smallest to largest) until one passes + for candidate_size in valid_sizes: + self.logger.info(f": Trying weld size = {candidate_size} mm") + + # Temporarily set the weld size for this iteration + temp_dict = design_dictionary.copy() + temp_dict[KEY_WELD_SIZE] = str(candidate_size) + + if not self.weld_size_check(temp_dict): + continue # This size didn't pass basic geometric check (though we filtered by min/max, weld_size_check might have other logic or logging) + + self.calculate_weld_strength(temp_dict) + + if not self.calculate_weld_length(): + self.logger.info(f": Weld size {candidate_size} mm failed length check. Trying next size...") + continue # Weld length exceeded max limit, try next size + + if not self.check_long_joint(): + self.logger.info(f": Weld size {candidate_size} mm failed long joint check. Trying next size...") + continue # Modified weld length exceeded max limit, try next size + + # This size passed all weld checks + self.logger.info(f": Weld size {candidate_size} mm passed all checks!") + self.check_base_metal_strength(temp_dict) + self.calculate_final_utilization_ratio() + return # Success - exit the function + + # If we reach here, no size worked + self.logger.error(": No suitable weld size found. Design failed.") + self.design_status = False + return + + # Original logic for specific weld size selection + if not self.weld_size_check(design_dictionary): + return + + self.calculate_weld_strength(design_dictionary) + if not self.calculate_weld_length(): + return # Weld length exceeded max limit + if not self.check_long_joint(): + return # Modified weld length exceeded max limit + self.check_base_metal_strength(design_dictionary) + self.calculate_final_utilization_ratio() + + def weld_size_check(self, design_dictionary): + self.logger.info(": =============== Weld Size Check ===============") + weld_size = design_dictionary[KEY_WELD_SIZE] + plate1_thk = float(design_dictionary[KEY_PLATE1_THICKNESS]) + plate2_thk = float(design_dictionary[KEY_PLATE2_THICKNESS]) + Tmin = min(plate1_thk, plate2_thk) + s_min = IS800_2007.cl_10_5_2_3_min_weld_size(plate1_thk, plate2_thk) + s_max = Tmin - 1.5 if Tmin >= 10 else Tmin + + self.logger.info(f": Minimum weld size required (s_min) = {s_min} mm [Ref. Table 21, Cl.10.5.2.3]") + self.logger.info(f": Maximum allowed weld size (s_max) = {s_max} mm [Ref. Cl.10.5.3.1]") + + selected_size = None + if isinstance(weld_size, str) and weld_size.lower() == 'all': + valid_sizes = [s for s in ALL_WELD_SIZES if s_min <= s <= s_max] + if valid_sizes: + selected_size = float(valid_sizes[0]) + else: + try: + size_val = float(weld_size[0] if isinstance(weld_size, list) else weld_size) + if s_min <= size_val <= s_max: + selected_size = size_val + except (ValueError, IndexError): + pass + + if selected_size is None: + self.logger.error(": Selected weld size is not suitable.") + self.design_status = False + return False + + self.weld_size = selected_size + self.logger.info(f": Selected weld size = {self.weld_size} mm (Pass)") + return True + + def calculate_weld_strength(self, design_dictionary): + self.logger.info(": ============== Weld Strength Calculation ==============") + # IS800:2007 Cl.10.5.3.2: Throat thickness a = K * s, where K depends on angle + # For fillet welds, K = sin(Īø), Īø = weld angle (default 45Ā° if not specified) + weld_angle = design_dictionary.get('weld_angle', 45) + # IS 800:2007 Cl.10.5.3.2 Table 22: + # For Angle between fusion faces 60-90 degrees, K = 0.7. + # Lap Joint fusion faces are at 90 degrees. + # Previous code used sin(45) = 0.707 which caused discrepancy with standard report values (0.7). + K = 0.7 + + self.effective_throat_thickness = K * self.weld_size # Cl.10.5.3.2 + self.logger.info(f": Effective throat thickness (a) = {self.effective_throat_thickness:.2f} mm [Cl.10.5.3.2, K={K}, Fusion Angle=90Ā°]") + + self.fu_weld = float(design_dictionary[KEY_DP_WELD_MATERIAL_G_O]) + self.fu_parent = min(self.plate1.fu, self.plate2.fu) # Use stronger/weaker? Strength governed by weaker parent. + + self.gamma_mw = 1.25 if design_dictionary.get(KEY_DP_WELD_TYPE, "Shop weld") == "Shop weld" else 1.50 # Cl.10.5.7.1 + + # P_wd (Weld Metal Strength per unit length) + self.weld_design_strength = (self.fu_weld * self.effective_throat_thickness) / (math.sqrt(3) * self.gamma_mw) # Cl.10.5.7.1 + + # P_md (Parent Metal Strength per unit length) + self.parent_design_strength = 0.6 * self.fu_parent * self.effective_throat_thickness / self.gamma_mw # Cl.10.5.7.2 + + self.fillet_weld_design_strength = min(self.weld_design_strength, self.parent_design_strength) + self.logger.info(f": Design strength of fillet weld = {self.fillet_weld_design_strength:.2f} N/mm [Cl.10.5.7]") + + + def calculate_weld_length(self): + self.logger.info(": ============== Weld Length Calculation ==============") + # Required effective weld length (Cl.10.5.4.1) + self.weld_length_required = self.tensile_force / (2 * self.fillet_weld_design_strength) + self.leff_min = max(4 * self.weld_size, 40) # Cl.10.5.4.1 + self.leff_max = 70 * self.weld_size # Cl.10.5.4.1 + self.logger.info(f": Required effective weld length = {self.weld_length_required:.2f} mm") + self.logger.info(f": Minimum effective weld length = {self.leff_min} mm [Cl.10.5.4.1]") + self.logger.info(f": Maximum effective weld length = {self.leff_max} mm [Cl.10.5.4.1]") + # Check min/max + if self.weld_length_required < self.leff_min: + self.l_eff = self.leff_min + self.logger.warning(f": Required length is less than minimum, using l_eff = {self.l_eff} mm [Cl.10.5.4.1]") + elif self.weld_length_required > self.leff_max: + self.logger.error(": Required weld length exceeds maximum allowed. Increase weld size. [Cl.10.5.4.1]") + self.design_status = False + return False # Design fails - let GUI show error via logs + else: + self.l_eff = self.weld_length_required + self.logger.info(": Required weld length is within limits (Pass)") + # Detailing: Minimum spacing between parallel fillet welds (Cl.10.5.4.2) + # Not implemented here, but should be checked in GUI or input validation + return True + + def check_long_joint(self): + self.logger.info(": ============== Long Joint Check ==============") + # IS800:2007 Cl.10.5.7.3: Long joint reduction factor + self.beta_lw = 1.0 + if self.l_eff > 150 * self.effective_throat_thickness: + self.beta_lw = 1.2 - 0.2 * (self.l_eff / (150 * self.effective_throat_thickness)) + self.beta_lw = max(0.6, min(self.beta_lw, 1.0)) + self.logger.info(f": Joint is long, reduction factor beta_lw = {self.beta_lw:.3f} [Cl.10.5.7.3]") + else: + self.logger.info(": No reduction for long joint required (Pass)") + # Modified required length + l_req_modified = self.l_eff / self.beta_lw + if l_req_modified < self.leff_min: + self.logger.warning(f": Modified required weld length {l_req_modified:.2f} mm is less than minimum effective length {self.leff_min} mm [Cl.10.5.4.1]") + self.l_eff = self.leff_min + elif l_req_modified > self.leff_max: + self.logger.error(": Modified required weld length exceeds maximum allowed. Increase weld size. [Cl.10.5.4.1]") + self.design_status = False + return False # Design fails - let GUI show error via logs + else: + self.l_eff = l_req_modified + # End return length (Cl.10.5.4.5): min(2*s, 12mm) + self.end_return_length = max(2 * self.weld_size, 12) # Cl.10.5.4.5 + self.logger.info(f": End return length = {self.end_return_length} mm [Cl.10.5.4.5]") + # Overlap length (Cl.10.5.4.3): min overlap = 4*s or 40mm, whichever is more + min_overlap = max(4 * self.weld_size, 40) + + self.connection_length = self.l_eff + 2 * self.end_return_length + + # Overlap must accommodate connection length plus clearances (assuming 10mm each side) + self.overlap_length = max(min_overlap, self.connection_length + 20) + + self.logger.info(f": Overlap length = {self.overlap_length} mm [Cl.10.5.4.3]") + + # Design capacity (Cl.10.5.7.3): + self.design_capacity = 2 * self.l_eff * self.fillet_weld_design_strength * self.beta_lw + + self.utilization_ratios['weld'] = self.tensile_force / self.design_capacity if self.design_capacity > 0 else float('inf') + self.logger.info(f": Provided effective length = {self.l_eff:.2f} mm") + self.logger.info(f": Design capacity of weld = {self.design_capacity/1000:.2f} kN") + return True + + def check_base_metal_strength(self, design_dictionary): + self.logger.info(": ============== Base Metal Strength Check ==============") + # IS800:2007 Cl.6.2.2, 6.2.3, 6.3 (shear lag), Cl.7.1.2 (compression) + Tmin = min(float(design_dictionary[KEY_PLATE1_THICKNESS]), float(design_dictionary[KEY_PLATE2_THICKNESS])) + self.A_g = Tmin * self.width + self.gamma_m0 = 1.10 + self.gamma_m1 = 1.25 + + if self.design_for == 'Compression': + # Compression: use gross area yielding (Cl.7.1.2) + self.T_db = self.A_g * self.plate1.fy / self.gamma_m0 + self.logger.info(f": Design strength of plate in compression = {self.T_db/1000:.2f} kN [Cl.7.1.2]") + else: + # Tension: yielding and rupture, take minimum (Cl.6.2.2, 6.2.3, 6.3.3) + # Shear lag factor (Cl.6.3.3): For lap joints, net section efficiency = 0.7 + shear_lag_factor = 0.7 + T_dg = self.A_g * self.plate1.fy / self.gamma_m0 # Gross section yielding (Cl.6.2.2) + T_dn = 0.9 * self.A_g * self.plate1.fu * shear_lag_factor / self.gamma_m1 # Net section rupture (Cl.6.2.3, 6.3.3) + self.T_db = min(T_dg, T_dn) + self.logger.info(f": Design strength of plate in tension = {self.T_db/1000:.2f} kN [Cl.6.2.2, 6.2.3, 6.3.3]") + + self.utilization_ratios['base_metal'] = self.axial_force / self.T_db if self.T_db > 0 else float('inf') + + def calculate_final_utilization_ratio(self): + self.logger.info(": ============== Final Check ==============") + # Eccentricity check (IS800:2007 Cl.10.5.7.4): + # For lap joints, if eccentricity exists, reduce design strength accordingly (not implemented, placeholder) + # TODO: Implement eccentricity reduction if required + self.utilization_ratio = max(self.utilization_ratios.values()) + self.logger.info(f": Weld utilization ratio = {self.utilization_ratios['weld']:.3f}") + self.logger.info(f": Base metal utilization ratio = {self.utilization_ratios['base_metal']:.3f}") + self.logger.info(f": Overall utilization ratio = {self.utilization_ratio:.3f}") + if self.utilization_ratio > 1.0: + error_msg = "Design is UNSAFE. Utilization ratio exceeds 1.0." + self.logger.error(": " + error_msg) + print("[Osdag ERROR]", error_msg) + self.design_status = False + self.design_error = "Utilization ratio exceeds 1.0. Design is unsafe." + return + else: + self.logger.info(": Design is SAFE.") + self.design_status = True + self.weld_strength = self.design_capacity + self.weld_length_effective = self.l_eff + + def save_design(self, popup_summary): + """ + Generate the LaTeX design report for Lap Joint Welded Connection (Tension/Compression) + per IS 800:2007. + """ + try: + #======================================= + #=========== HELPER FUNCTIONS ========== + #======================================= + def g(attr, default=None): + """Get attribute value with default""" + v = getattr(self, attr, default) + return default if v is None else v + + def f2(x, default=0.0): + """Format to 2 decimal places""" + try: + return round(float(x), 2) + except (TypeError, ValueError): + return default + + #================================================ + #=========== EXTRACT ALL DESIGN VALUES ========== + #================================================ + module = g('module', 'Lap Joint Welded') + mainmodule = 'Plated Connection' + design_for = g('design_for', 'Tension').strip() + is_comp = design_for.lower().startswith('c') + + edge_type = g('edgetype', 'Sheared or hand flame cut') + + # Plate properties + plate1_thk = f2(self.plate1.thickness[0] if isinstance(self.plate1.thickness, list) else self.plate1.thickness, 0.0) + plate2_thk = f2(self.plate2.thickness[0] if isinstance(self.plate2.thickness, list) else self.plate2.thickness, 0.0) + plate_thk_min = min(plate1_thk, plate2_thk) + width = f2(g('width', 0.0), 0.0) + fy = f2(self.plate1.fy if hasattr(self, 'plate1') else 250, 250) + fu = f2(self.plate1.fu if hasattr(self, 'plate1') else 410, 410) + + # Use stored values for strength calculation variables to match Dock exactly + fu_weld = g('fu_weld', float(g('weld.fu', 410))) + fu_parent = g('fu_parent', min(self.plate1.fu, self.plate2.fu) if hasattr(self, 'plate1') else 410) + + # Load + axial_force_N = f2(g('axial_force', g('axialforce', g('tensileforce', 0.0))), 0.0) + axial_kN = f2(axial_force_N / 1000, 0.0) + + # Weld properties + weld_size = f2(g('weld_size', g('weldsize', 0.0)), 0.0) + weld_type = g('weld.type', 'Shop weld') + weld_fabrication = g('weld.fabrication', 'Shop Weld') + gamma_mw = 1.25 if 'shop' in weld_type.lower() else 1.50 + + # Effective throat thickness + effective_throat = f2(g('effective_throat_thickness', 0.7 * weld_size), 0.0) + + # Weld lengths + l_eff = f2(g('l_eff', g('weld_length_effective', g('weldlengtheffective', 0.0))), 0.0) + l_eff_min = f2(max(4 * weld_size, 40), 0.0) + l_eff_max = f2(70 * weld_size, 0.0) + + # Long joint reduction factor + beta_lw = f2(g('beta_lw', g('betalw', 1.0)), 1.0) + + # End return and connection length + end_return = f2(g('end_return_length', max(2 * weld_size, 12)), 0.0) + + # Overlap: Use calculated value if available to capture clearance logic + min_overlap_req = max(4 * weld_size, 40) + overlap_length = f2(g('overlap_length', min_overlap_req), 0.0) + + conn_length = f2(g('connection_length', l_eff + 2 * end_return), 0.0) + + # Base metal capacity + Ag = plate_thk_min * width + gamma_m0 = 1.10 + gamma_m1 = 1.25 + + if is_comp: + base_metal_capacity_kN = f2((Ag * fy / gamma_m0) / 1000, 0.0) + else: + Tdg = (Ag * fy / gamma_m0) / 1000 + Tdn = (0.9 * Ag * fu * 0.7 / gamma_m1) / 1000 + base_metal_capacity_kN = f2(min(Tdg, Tdn), 0.0) + + # Retrieve calculated unit design strengths to match Dock + P_wd_val = g('weld_design_strength', (fu_weld * effective_throat) / (math.sqrt(3) * gamma_mw)) + P_md_val = g('parent_design_strength', 0.6 * fu_parent * effective_throat / gamma_mw) + P_d_val = g('fillet_weld_design_strength', min(P_wd_val, P_md_val)) + + #==================================================== + #=========== BUILD REPORT INPUT DICTIONARY ========== + #==================================================== + self.report_input = { + KEY_MODULE: module, + KEY_MAIN_MODULE: mainmodule, + f"Thickness of Plate-1 (mm) *": plate1_thk, + f"Thickness of Plate-2 (mm) *": plate2_thk, + KEY_DISP_PLATE_WIDTH: width, + KEY_DISP_MATERIAL: g('main_material', g('mainmaterial', 'N/A')), + KEY_DISP_WELD_SIZE: weld_size, + f"{'Tensile' if not is_comp else 'Axial'} Force (kN) *": axial_kN, + + "Additional inputs": "TITLE", + "Edge Preparation Method": edge_type, + KEY_DISP_DP_WELD_TYPE: weld_fabrication, + KEY_DISP_DP_WELD_MATERIAL_G_O_REPORT: f2(fu_weld, 410), + } + + # ========== BUILD REPORT CHECK ========== + self.report_check = [] + + # ========================================================================== + # SECTION 3.1: CALCULATING WELD STRENGTH + # ========================================================================== + # 3.2.1 Weld Size Requirements + self.report_check.append([ + "SubSection", "Weld Size Check", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + s_min = IS800_2007.cl_10_5_2_3_min_weld_size(plate1_thk, plate2_thk) + if plate_thk_min >= 10: + s_max = plate_thk_min - 1.5 + else: + s_max = plate_thk_min + s_max = f2(s_max, 0.0) + + size_check_req = Math(inline=True) + size_check_req.append(NoEscape(r'\begin{aligned}')) + size_check_req.append(NoEscape(r's_{\text{min}} &= ' + str(s_min) + r' \text{ mm}\\')) + size_check_req.append(NoEscape(r'&[\text{As per Table 21, IS 800:2007}]\\')) + size_check_req.append(NoEscape(r's_{\text{max}} &= ' + str(s_max) + r' \text{ mm}\\')) + size_check_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.2.3, 10.5.2.4}]')) + size_check_req.append(NoEscape(r'\end{aligned}')) + + size_check_prov = Math(inline=True) + size_check_prov.append(NoEscape(r's = ' + str(weld_size) + r' \text{ mm}')) + + size_status = "PASS" if (s_min <= weld_size <= s_max) else "FAIL" + self.report_check.append(["Weld Size", size_check_req, size_check_prov, size_status]) + + # 3.1.1 Fillet Weld (Strength Calculation + Throat Thickness) + self.report_check.append([ + "SubSection", "Weld Strength Calculation", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + # Effective Throat Thickness (Eq 3.2/3.3) + throat_req = Math(inline=True) + throat_req.append(NoEscape(r'\begin{aligned}')) + throat_req.append(NoEscape(r't_t &= K \times s\\')) + throat_req.append(NoEscape(r'&= 0.7 \times ' + str(weld_size) + r'\\')) + throat_req.append(NoEscape(r'&= ' + str(effective_throat) + r' \text{ mm}\\')) + throat_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.3.2}]')) + throat_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Throat Thickness", "", throat_req, ""]) + + # Weld Metall Strength (Pwd) (Eq 3.1) + weld_metal_req = Math(inline=True) + weld_metal_req.append(NoEscape(r'\begin{aligned}\\')) + weld_metal_req.append(NoEscape(r'P_{wd} &= \frac{f_u}{\sqrt{3}} \cdot \frac{t_t}{\gamma_{mw}}\\\\')) + weld_metal_req.append(NoEscape(r'&= \frac{' + str(f2(fu_weld)) + r'}{\sqrt{3}} \times \frac{' + str(effective_throat) + r'}{' + str(gamma_mw) + r'}\\\\')) + weld_metal_req.append(NoEscape(r'&= ' + f'{P_wd_val:.2f}' + r' \text{ N/mm}\\')) + weld_metal_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.1.1}]')) + weld_metal_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Weld Metal Strength", "", weld_metal_req, ""]) + + # Parent Metal Strength (Pmd) (Eq 3.4) + parent_metal_req = Math(inline=True) + parent_metal_req.append(NoEscape(r'\begin{aligned}\\')) + parent_metal_req.append(NoEscape(r'P_{md} &= 0.6 \cdot f_u \cdot \frac{t_t}{\gamma_{mw}}\\\\')) + parent_metal_req.append(NoEscape(r'&= 0.6 \times ' + str(f2(fu_parent)) + r' \times \frac{' + str(effective_throat) + r'}{' + str(gamma_mw) + r'}\\\\')) + parent_metal_req.append(NoEscape(r'&= ' + f'{P_md_val:.2f}' + r' \text{ N/mm}\\')) + parent_metal_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.1.2}]')) + parent_metal_req.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Parent Metal Strength", "", parent_metal_req, ""]) + + # Governing Design Strength (Pd) (Eq 3.5) + design_strength_eq = Math(inline=True) + design_strength_eq.append(NoEscape(r'\begin{aligned}')) + design_strength_eq.append(NoEscape(r'P_d &= \min(P_{wd}, P_{md})\\')) + design_strength_eq.append(NoEscape(r'&= \min(' + f'{P_wd_val:.2f}' + r', ' + f'{P_md_val:.2f}' + r')\\')) + design_strength_eq.append(NoEscape(r'&= ' + f'{P_d_val:.2f}' + r' \text{ N/mm}\\')) + design_strength_eq.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.1}]')) + design_strength_eq.append(NoEscape(r'\end{aligned}')) + self.report_check.append(["Design Strength", "", design_strength_eq, ""]) + + # 3.1.2 Reduction Factors (Long Weld) + self.report_check.append([ + "SubSection", "Long Joint Reduction Factor", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + if l_eff > 150 * effective_throat: + beta_req = Math(inline=True) + beta_req.append(NoEscape(r'\begin{aligned}')) + beta_req.append(NoEscape(r'\text{Since } l_w &> 150 \times t_t\\')) + beta_req.append(NoEscape(r'\beta_{lw} &= 1.2 - 0.2 \times \frac{l_w}{150 \times t_t}\\')) + beta_req.append(NoEscape(r'&= 1.2 - 0.2 \times \frac{' + str(l_eff) + r'}{150 \times ' + str(effective_throat) + r'}\\')) + beta_calc = 1.2 - 0.2 * (l_eff / (150 * effective_throat)) + beta_req.append(NoEscape(r'&= ' + f'{beta_calc:.3f}' + r'\\')) + beta_req.append(NoEscape(r'&\text{(but } 0.6 \leq \beta_{lw} \leq 1.0\text{)}\\')) + # Use stored beta_lw which should match + beta_req.append(NoEscape(r'\beta_{lw} &= ' + f'{beta_lw:.2f}' + r'\\')) + beta_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.2}]')) + beta_req.append(NoEscape(r'\end{aligned}')) + beta_status = "" + else: + beta_req = Math(inline=True) + beta_req.append(NoEscape(r'\begin{aligned}')) + beta_req.append(NoEscape(r'\text{Since } l_w &\leq 150 \times t_t\\')) + beta_req.append(NoEscape(r'\beta_{lw} &= 1.0\\')) + beta_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.7.2}]')) + beta_req.append(NoEscape(r'\end{aligned}')) + beta_status = "PASS" + + beta_prov = Math(inline=True) + beta_prov.append(NoEscape(r'\beta_{lw} = ' + f'{beta_lw:.1f}')) + self.report_check.append(["Long Joint Factor", beta_req, beta_prov, beta_status]) + + # ========================================================================== + # SECTION 3.2: DETAILING CHECKLIST + # ========================================================================== + + # 3.2.2 Effective Length of Weld (Limits) + self.report_check.append([ + "SubSection", "Effective Length Limits", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + eff_len_req = Math(inline=True) + eff_len_req.append(NoEscape(r'\begin{aligned}')) + eff_len_req.append(NoEscape(r'l_{\text{eff,min}} &= \max(4s, 40)\\')) # Step 1: Formula + eff_len_req.append(NoEscape(r'&= \max(4 \times ' + str(weld_size) + r', 40)\\')) # Step 2: Substitution + eff_len_req.append(NoEscape(r'&= ' + str(l_eff_min) + r' \text{ mm}\\')) # Step 3: Result + eff_len_req.append(NoEscape(r'l_{\text{eff,max}} &= 70s\\')) + eff_len_req.append(NoEscape(r'&= 70 \times ' + str(weld_size) + r'\\')) + eff_len_req.append(NoEscape(r'&= ' + str(l_eff_max) + r' \text{ mm}\\')) + eff_len_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.3}]')) + eff_len_req.append(NoEscape(r'\end{aligned}')) + + eff_len_prov = Math(inline=True) + eff_len_prov.append(NoEscape(r'l_{\text{eff}} = ' + str(l_eff) + r' \text{ mm}')) + + eff_status = "PASS" if (l_eff_min <= l_eff <= l_eff_max) else "FAIL" + self.report_check.append(["Length Limits", eff_len_req, eff_len_prov, eff_status]) + + # 3.2.3 End Returns + self.report_check.append([ + "SubSection", "End Returns", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + return_req = Math(inline=True) + return_req.append(NoEscape(r'\begin{aligned}')) + return_req.append(NoEscape(r'\text{Min. Length} &= \max(2s, 12)\\')) + return_req.append(NoEscape(r'&= \max(2 \times ' + str(weld_size) + r', 12)\\')) + return_req.append(NoEscape(r'&= ' + str(end_return) + r' \text{ mm}\\')) + return_req.append(NoEscape(r'&[\text{Ref. Cl. 10.5.4.5}]')) + return_req.append(NoEscape(r'\end{aligned}')) + + return_prov = Math(inline=True) + return_prov.append(NoEscape(str(end_return) + r' \text{ mm}')) + + self.report_check.append(["End Returns", return_req, return_prov, "PASS"]) + + # ========================================================================== + # SECTION 3.3: DETAILING + # ========================================================================== + + # 3.3.1 Calculating Required Weld Length + self.report_check.append([ + "SubSection", "Required Weld Length", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + # Required Length Calculation (Eq 3.15) + # Use P_d_val from object to be consistent + l_req_base = axial_force_N / (2 * P_d_val) if P_d_val > 0 else 9999 + l_req_disp = f2(l_req_base, 0.0) + + length_req_calc = Math(inline=True) + length_req_calc.append(NoEscape(r'\begin{aligned}\\')) + length_req_calc.append(NoEscape(r'l_{\text{req}} &= \frac{P}{2 \cdot P_d}\\\\')) + length_req_calc.append(NoEscape(r'&= \frac{' + str(int(axial_force_N)) + r'}{2 \times ' + f'{P_d_val:.2f}' + r'}\\\\')) + length_req_calc.append(NoEscape(r'&= ' + str(l_req_disp) + r' \text{ mm}\\\\')) + if beta_lw < 1.0: + l_req_final = l_req_base / beta_lw + length_req_calc.append(NoEscape(r'l_{\text{req,mod}} &= \frac{l_{\text{req}}}{\beta_{lw}} = \frac{' + str(l_req_disp) + r'}{' + str(beta_lw) + r'} = ' + f'{l_req_final:.1f}' + r' \text{ mm}\\')) + else: + length_req_calc.append(NoEscape(r'&\text{No long joint reduction.}\\')) + length_req_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Required Length", "", length_req_calc, ""]) + + # 3.3.2 Determining Connection Configuration + self.report_check.append([ + "SubSection", "Connection Configuration", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + config_calc = Math(inline=True) + config_calc.append(NoEscape(r'\begin{aligned}')) + config_calc.append(NoEscape(r'L_{\text{conn}} &= l_{\text{eff}} + 2 \times l_{\text{return}}\\' )) + config_calc.append(NoEscape(r'&= ' + str(l_eff) + r' + 2 \times ' + str(end_return) + r'\\')) + config_calc.append(NoEscape(r'&= ' + str(conn_length) + r' \text{ mm}\\')) + config_calc.append(NoEscape(r'\end{aligned}')) + + self.report_check.append(["Configuration", "", config_calc, ""]) + + # ========================================================================== + # ADDITIONAL CHECKS + # ========================================================================== + + # Base Metal Strength + self.report_check.append([ + "SubSection", "Base Metal Strength", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + if is_comp: + comp_req = Math(inline=True) + comp_req.append(NoEscape(r'\begin{aligned}\\')) + comp_req.append(NoEscape(r'P_d &= \frac{A_g \times f_y}{\gamma_{m0}}\\\\')) + comp_req.append(NoEscape(r'&= \frac{' + f'{Ag:.1f}' + r' \times ' + str(fy) + r'}{' + str(gamma_m0) + r'}\\\\')) + comp_req.append(NoEscape(r'&= ' + str(base_metal_capacity_kN) + r' \text{ kN}\\')) + comp_req.append(NoEscape(r'&[\text{Ref. Cl. 7.1.2}]')) + comp_req.append(NoEscape(r'\end{aligned}')) + comp_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", f"{axial_kN:.2f} kN", comp_req, comp_status]) + else: + ten_req = Math(inline=True) + ten_req.append(NoEscape(r'\begin{aligned}')) + ten_req.append(NoEscape(r'T_{dg} &= \frac{A_g f_y}{\gamma_{m0}} = ' + f'{Tdg:.2f}' + r' \text{ kN}\\')) + ten_req.append(NoEscape(r'T_{dn} &= \frac{0.9 A_g f_u \beta}{\gamma_{m1}} = ' + f'{Tdn:.2f}' + r' \text{ kN}\\')) + ten_req.append(NoEscape(r'T_d &= \min(T_{dg}, T_{dn}) = ' + str(base_metal_capacity_kN) + r' \text{ kN}\\')) + ten_req.append(NoEscape(r'&[\text{Ref. Cl. 6.2, 6.3}]')) + ten_req.append(NoEscape(r'\end{aligned}')) + ten_status = "PASS" if base_metal_capacity_kN >= axial_kN else "FAIL" + self.report_check.append(["Plate Tension Capacity", f"{axial_kN:.2f} kN", ten_req, ten_status]) + + # ========================================================================== + # UTILIZATION RATIO + # ========================================================================== + self.report_check.append([ + "SubSection", "Utilization Ratio", "|p{4cm}|p{6cm}|p{4.5cm}|p{1.5cm}|" + ]) + + n = 2 + # Use stored capacity from design capacity if available to be exact + weld_capacity_val = g('design_capacity', 2 * l_eff * P_d_val * beta_lw) + weld_capacity_kN = f2(weld_capacity_val / 1000, 0.0) + + # Use stored UR if available + utilization_ratio_val = g('utilization_ratio', axial_kN / weld_capacity_kN if weld_capacity_kN > 0 else 0.0) + utilization_ratio = f2(utilization_ratio_val, 0.0) + + util_req = Math(inline=True) + util_req.append(NoEscape(r'\begin{aligned}')) + util_req.append(NoEscape(r'P_{\text{capacity}} &= n \times l_{\text{eff}} \times P_d \times \beta_{lw}\\')) + util_req.append(NoEscape(r'&= ' + str(n) + r' \times ' + str(l_eff) + r' \times ' + f'{P_d_val:.2f}' + r' \times ' + str(beta_lw) + r'\\')) + util_req.append(NoEscape(r'&= ' + str(weld_capacity_kN) + r' \text{ kN}\\\\')) + util_req.append(NoEscape(r'\text{UR} &= \frac{P}{P_{\text{capacity}}}\\\\')) + util_req.append(NoEscape(r'&= \frac{' + str(axial_kN) + r'}{' + str(weld_capacity_kN) + r'}\\\\')) + util_req.append(NoEscape(r'&= ' + str(utilization_ratio) + r'\\')) + util_req.append(NoEscape(r'\end{aligned}')) + + util_prov = Math(inline=True) + util_prov.append(NoEscape(str(utilization_ratio) + r' \leq 1.0')) + + util_status = "PASS" if utilization_ratio <= 1.0 else "FAIL" + self.report_check.append(["Utilization", f"{axial_kN:.2f} kN", util_req, util_status]) + + #========================================== + #=========== GENERATE PDF REPORT ========== + #========================================== + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "LapJointWeldedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), self.report_input, self.report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module=self.module + ) + self.logger.info(f"Report generated successfully: {fname_no_ext}.pdf") + return True + + except Exception as e: + print(f"WARNING in save_design(): {e}") + import traceback + traceback.print_exc() + return False + + + def get_3d_components(self): + components = [] + t1 = ('Model', self.call_3DModel) + components.append(t1) + t2 = ('Plate 1', self.call_3DPlate1) + components.append(t2) + t3 = ('Plate 2', self.call_3DPlate2) + components.append(t3) + t4 = ('Welds', self.call_3DWeld) + components.append(t4) + return components + + def call_3DModel(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Model': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Model", bgcolor) + + def call_3DPlate1(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 1': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 1', bgcolor) + + def call_3DPlate2(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Plate 2': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Plate 2', bgcolor) + + def call_3DWeld(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Welds': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel('Welds', bgcolor) \ No newline at end of file diff --git a/design_type/connection/moment_connection.py b/osdag_core/design_type/connection/moment_connection.py similarity index 96% rename from design_type/connection/moment_connection.py rename to osdag_core/design_type/connection/moment_connection.py index 8b5b298f1..a067d05d5 100644 --- a/design_type/connection/moment_connection.py +++ b/osdag_core/design_type/connection/moment_connection.py @@ -1,10 +1,10 @@ -from design_type.connection.connection import Connection -from utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column, ISection, RHS, SHS, CHS -from Common import * -from utils.common.load import Load -from utils.common.material import Material -from utils.common import common_calculation -from utils.common.is800_2007 import IS800_2007 +from .connection import Connection +from ...utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column, ISection, RHS, SHS, CHS +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.material import Material +from ...utils.common import common_calculation +from ...utils.common.is800_2007 import IS800_2007 import numpy as np import logging @@ -21,9 +21,10 @@ def __init__(self): def tab_section(self, input_dictionary): "In design preference, it shows other properties of section used " - - if not input_dictionary or input_dictionary[KEY_SECSIZE] == 'Select Section' or \ - input_dictionary[KEY_MATERIAL] == 'Select Material': + section_value = input_dictionary.get(KEY_SECSIZE, 'Select Section') + material_value = input_dictionary.get(KEY_MATERIAL, 'Select Material') + if not input_dictionary or section_value == 'Select Section' or material_value == 'Select Material': + designation = '' material_grade = '' source = 'Custom' @@ -54,8 +55,8 @@ def tab_section(self, input_dictionary): warping_const = '' image = VALUES_IMG_BEAM[0] else: - designation = str(input_dictionary[KEY_SECSIZE]) - material_grade = str(input_dictionary[KEY_MATERIAL]) + designation = str(input_dictionary.get(KEY_SECSIZE, '')) + material_grade = str(input_dictionary.get(KEY_MATERIAL, '')) m_o_e = "200" m_o_r = "76.9" p_r = "0.3" @@ -359,9 +360,9 @@ def tab_section(self, input_dictionary): return section - def get_fu_fy_I_section(self): - material_grade = self[0] - designation = self[1][KEY_SECSIZE] + def get_fu_fy_I_section(self, arg): + material_grade = arg[0] + designation = arg[1][KEY_SECSIZE] fu = '' fy = '' @@ -453,10 +454,7 @@ def set_input_values(self, design_dictionary): self.mainmodule = "Moment Connection" self.load = Load(shear_force=design_dictionary[KEY_SHEAR], axial_force=design_dictionary.get(KEY_AXIAL, None), moment=design_dictionary[KEY_MOMENT]) - - - - + def input_value_changed(self): lst = [] @@ -563,4 +561,3 @@ def calc_weld_size_from_strength_per_unit_len(strength_unit_len, ultimate_stress weld_size = common_calculation.round_up(weld_size, 2, weld_size_minimum) # mm return weld_size - diff --git a/osdag_core/design_type/connection/seated_angle_connection.py b/osdag_core/design_type/connection/seated_angle_connection.py new file mode 100644 index 000000000..f8ec1254e --- /dev/null +++ b/osdag_core/design_type/connection/seated_angle_connection.py @@ -0,0 +1,2051 @@ +""" +Started on 21st April, 2020. +@author: Sourabh Das +Module: Seated angle connection +Reference: + 1) IS 800: 2007 General construction in steel - Code of practice (Third revision) + 2) Design of Steel structures by Dr. N Subramanian (chapter 5 and 6) + 3) Fundamentals of Structural steel design by M.L Gambhir + 4) AISC Design Examples V14 +ASCII diagram + +-+-------------+-+ +-------------------------+ + | | | | |-------------------------| + | | | | | | + | | | | | | + | | | | | | + | | | | | | + | | | | |-------------------------| + | | | | +-------------------------+ + | | | |+-----------+ + | | | || +---------+ + | | | || | + | | +---|-||-|---+ + | | +---|-||-|---+ + | | | || | + | | +---|-||-|---+ + | | +---|-||-|---+ + | | | ||_| + | | | | + | | | | + +-+-------------+-+ +""" + +from .shear_connection import ShearConnection +from ...utils.common.component import * +from ...utils.common.material import * +from ...utils.common.component import Bolt, Plate, Weld +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...Common import * +from ...utils.common.load import Load +import logging +from importlib.resources import files +from ...custom_logger import CustomLogger + + +class SeatedAngleConnection(ShearConnection): + + def __init__(self): + + super(SeatedAngleConnection, self).__init__() + self.design_status = False + # To capture all the hover labels required + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + """ + + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_supporting_section) + tabs.append(t1) + + t1 = (KEY_DISP_BEAMSEC, TYPE_TAB_1, self.tab_supported_section) + tabs.append(t1) + + t6 = (KEY_DISP_SEATED_ANGLE, TYPE_TAB_1, self.tab_angle_section) + tabs.append(t6) + + t2 = ("Bolt", TYPE_TAB_2, self.bolt_values) + tabs.append(t2) + + t4 = ("Detailing", TYPE_TAB_2, self.detailing_values) + tabs.append(t4) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC_MATERIAL], [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY], + TYPE_TEXTBOX, self.get_fu_fy_I_section_suptng) + change_tab.append(t1) + + t2 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC_MATERIAL], [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY], + TYPE_TEXTBOX, self.get_fu_fy_I_section_suptd) + change_tab.append(t2) + + t5 = (KEY_DISP_SEATED_ANGLE, ['Label_1', 'Label_2', 'Label_3'], + ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', + 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', + KEY_IMAGE], + TYPE_TEXTBOX, self.get_Angle_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], + [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', + 'Label_5', 'Label_7', + 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', + 'Label_17', + 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24', KEY_IMAGE], + TYPE_TEXTBOX, + self.get_new_angle_section_properties) + change_tab.append(t6) + + # t5 = (KEY_DISP_SEATED_ANGLE, ['Label_1', 'Label_2','Label_3'], + # ['Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', + # 'Label_15', + # 'Label_16', 'Label_17', 'Label_18', 'Label_19', 'Label_20', 'Label_21', 'Label_22'], + # TYPE_TEXTBOX, self.get_Angle_sec_properties) + # change_tab.append(t5) + # + # t6 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_LIST, KEY_CONNECTOR_MATERIAL], + # [KEY_ANGLE_SELECTED, KEY_CONNECTOR_FY, KEY_CONNECTOR_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', + # 'Label_7', + # 'Label_8', 'Label_9', + # 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', + # 'Label_18', + # 'Label_19', 'Label_20', 'Label_21', 'Label_22', 'Label_23', 'Label_24'], TYPE_TEXTBOX, + # self.get_new_angle_section_properties) + # change_tab.append(t6) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_BEAMSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, [KEY_SUPTNGSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + t7 = (KEY_DISP_BEAMSEC, [KEY_SUPTDSEC], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t7) + + t8 = (KEY_DISP_SEATED_ANGLE, [KEY_ANGLE_SELECTED], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t8) + + return change_tab + + def input_dictionary_design_pref(self): + design_input = [] + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SUPTNGSEC_MATERIAL]) + design_input.append(t1) + + # t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SUPTNGSEC_FU, KEY_SUPTNGSEC_FY]) + # design_input.append(t1) + + t2 = (KEY_DISP_BEAMSEC, TYPE_COMBOBOX, [KEY_SUPTDSEC_MATERIAL]) + design_input.append(t2) + + # t2 = (KEY_DISP_BEAMSEC, TYPE_TEXTBOX, [KEY_SUPTDSEC_FU, KEY_SUPTDSEC_FY]) + # design_input.append(t2) + t2 = (KEY_DISP_SEATED_ANGLE, TYPE_COMBOBOX, [KEY_CONNECTOR_MATERIAL]) + design_input.append(t2) + + t3 = ("Bolt", TYPE_COMBOBOX, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR]) + design_input.append(t3) + + t5 = ("Detailing", TYPE_COMBOBOX, [KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + design_input.append(t5) + + t5 = ("Detailing", TYPE_TEXTBOX, [KEY_DP_DETAILING_GAP]) + design_input.append(t5) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + t1 = (KEY_MATERIAL, [KEY_SUPTNGSEC_MATERIAL, KEY_SUPTDSEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_DP_BOLT_TYPE, KEY_DP_BOLT_HOLE_TYPE, KEY_DP_BOLT_SLIP_FACTOR, + KEY_DP_DETAILING_EDGE_TYPE, KEY_DP_DETAILING_GAP, + KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DP_DESIGN_METHOD, KEY_CONNECTOR_MATERIAL], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + """ + :return: This function returns list of tuples which has keys that needs to be updated, + on changing Keys in design preference (ex: adding a new section to database should reflect in input dock) + [(Tab Name, Input Dock Key, Input Dock Key type, design preference key, Master key, Value, Database Table Name)] + """ + + add_buttons = [] + + t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_1, "Columns") + add_buttons.append(t1) + + t1 = (KEY_DISP_COLSEC, KEY_SUPTNGSEC, TYPE_COMBOBOX, KEY_SUPTNGSEC, KEY_CONN, VALUES_CONN_2, "Beams") + add_buttons.append(t1) + + t2 = (KEY_DISP_BEAMSEC, KEY_SUPTDSEC, TYPE_COMBOBOX, KEY_SUPTDSEC, None, None, "Beams") + add_buttons.append(t2) + + t2 = (KEY_DISP_SEATED_ANGLE, KEY_ANGLE_LIST, TYPE_COMBOBOX_CUSTOMIZED, KEY_ANGLE_SELECTED, None, None, "Angles") + add_buttons.append(t2) + + return add_buttons + #################################### + # Design Preference Functions End + #################################### + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_seated_angle_shear_conn' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + @staticmethod + def module_name(): + return KEY_DISP_SEATED_ANGLE + + def input_values(self): + self.module = KEY_DISP_SEATED_ANGLE + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_SEATED_ANGLE, TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = (KEY_CONN, KEY_DISP_CONN, TYPE_COMBOBOX, VALUES_CONN_1, True, 'No Validator') + options_list.append(t2) + + t3 = (KEY_IMAGE, None, TYPE_IMAGE, str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")), True, 'No Validator') + options_list.append(t3) + + t4 = (KEY_SUPTNGSEC, KEY_DISP_COLSEC, TYPE_COMBOBOX, connectdb("Beams and Columns"), True, 'No Validator') + options_list.append(t4) + + t5 = (KEY_SUPTDSEC, KEY_DISP_BEAMSEC, TYPE_COMBOBOX, connectdb("Beams and Columns"), True, 'No Validator') + options_list.append(t5) + + t6 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t6) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t12 = (KEY_GRD, KEY_DISP_PC, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t12) + + t13 = (None,DISP_TITLE_ANGLE, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_ANGLE_LIST, KEY_DISP_SEATEDANGLE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t14) + + t15 = (KEY_TOPANGLE, KEY_DISP_TOPANGLE, TYPE_COMBOBOX_CUSTOMIZED, VALUES_ALL_CUSTOMIZED, True, 'No Validator') + options_list.append(t15) + + return options_list + + @staticmethod + def seated_angle_customized(): + sa = VALUES_CLEAT_CUSTOMIZED + return sa + + @staticmethod + def top_angle_customized(): + ta = VALUES_CLEAT_CUSTOMIZED + return ta + + @staticmethod + def grdval_customized(): + b = VALUES_GRD_CUSTOMIZED + return b + + @staticmethod + def diam_bolt_customized(): + c = connectdb1() + return c + + def customized_input(self): + + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t2 = (KEY_ANGLE_LIST, self.seated_angle_customized) + list1.append(t2) + t3 = (KEY_TOPANGLE, self.top_angle_customized) + list1.append(t3) + t4 = (KEY_D, self.diam_bolt_customized) + list1.append(t4) + return list1 + + def fn_conn_suptngsec_lbl(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return KEY_DISP_COLSEC + # elif self in VALUES_CONN_2: + # return KEY_DISP_PRIBM + else: + return '' + + def fn_conn_suptdsec_lbl(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return KEY_DISP_BEAMSEC + # elif self in VALUES_CONN_2: + # return KEY_DISP_SECBM + else: + return '' + + def fn_conn_suptngsec(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return VALUE_BEAM_COL + # elif self in VALUES_CONN_2: + # return VALUES_PRIBM + else: + return [] + + def fn_conn_suptdsec(self, input): + + conn = input[0] + if conn in VALUES_CONN_1: + return VALUE_BEAM_COL + # elif self in VALUES_CONN_2: + # return VALUES_SECBM + else: + return [] + + def fn_conn_image(self, input): + conn = input[0] + if conn == VALUES_CONN[0]: + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")) + elif conn == VALUES_CONN[1]: + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cw_bw.png")) + # elif self in VALUES_CONN_2: + # return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_beam_beam.png")) + else: + return '' + + + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_LABEL, self.fn_conn_suptngsec_lbl) + lst.append(t1) + + t2 = ([KEY_CONN], KEY_SUPTNGSEC, TYPE_COMBOBOX,self.fn_conn_suptngsec) + lst.append(t2) + + t3 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_LABEL, self.fn_conn_suptdsec_lbl) + lst.append(t3) + + t4 = ([KEY_CONN], KEY_SUPTDSEC, TYPE_COMBOBOX, self.fn_conn_suptdsec) + lst.append(t4) + + t5 = ([KEY_CONN], KEY_IMAGE, TYPE_IMAGE, self.fn_conn_image) + lst.append(t5) + + t6 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t6) + + return lst + + def output_values(self, flag): + """ + Function to return a list of tuples to be displayed as the UI.(Output Dock) + """ + + out_list = [] + + # ========================================================= + # Bolt Properties + # ========================================================= + t1 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = ( + KEY_OUT_D_PROVIDED, + KEY_OUT_DISP_D_PROVIDED, + TYPE_TEXTBOX, + self.bolt.bolt_diameter_provided if flag else '', + True + ) + out_list.append(t2) + + t3 = ( + KEY_OUT_GRD_PROVIDED, + KEY_OUT_DISP_PC_PROVIDED, + TYPE_TEXTBOX, + self.bolt.bolt_PC_provided if flag else '', + True + ) + out_list.append(t3) + + t3_1 = ( + KEY_OUT_TOT_NO_BOLTS, + KEY_OUT_DISP_TOT_NO_BOLTS, + TYPE_TEXTBOX, + self.bolt.bolts_required if flag else '', + True + ) + out_list.append(t3_1) + + t4 = ( + KEY_OUT_BOLT_SHEAR, + KEY_OUT_DISP_BOLT_SHEAR, + TYPE_TEXTBOX, + self.bolt.bolt_shear_capacity_disp if flag else '', + True + ) + out_list.append(t4) + + t5 = ( + KEY_OUT_BOLT_BEARING, + KEY_OUT_DISP_BOLT_BEARING, + TYPE_TEXTBOX, + self.bolt.bolt_bearing_capacity_disp if flag else '', + True + ) + out_list.append(t5) + + t6 = ( + KEY_OUT_BETA_LG, + KEY_OUT_DISP_BETA_LG, + TYPE_TEXTBOX, + self.beta_lg if flag and self.bolt.bolt_type == TYP_BEARING else 'N/A', + True + ) + out_list.append(t6) + + t7 = ( + KEY_OUT_BOLT_CAPACITY, + KEY_OUT_DISP_BOLT_VALUE, + TYPE_TEXTBOX, + self.bolt.bolt_capacity_reduced_disp if flag else '', + True + ) + out_list.append(t7) + + t21 = ( + KEY_OUT_BOLT_FORCE, + KEY_OUT_DISP_BOLT_SHEAR_FORCE, + TYPE_TEXTBOX, + round(self.bolt.bolt_force, 2) if flag else '', + True + ) + out_list.append(t21) + + # ========================================================= + # Seated Angle Properties + # ========================================================= + t13 = (None, KEY_DISP_SEATED_ANGLE, TYPE_TITLE, None, True) + out_list.append(t13) + + t13_1 = ( + KEY_OUT_SEATED_ANGLE_DESIGNATION, + KEY_OUT_DISP_ANGLE_DESIGNATION, + TYPE_TEXTBOX, + self.seated_angle.designation if flag else '', + True + ) + out_list.append(t13_1) + + t14 = ( + KEY_OUT_SEATED_ANGLE_THICKNESS, + KEY_OUT_DISP_SEATED_ANGLE_THICKNESS, + TYPE_TEXTBOX, + self.plate.thickness_provided if flag else '', + True + ) + out_list.append(t14) + + t15 = ( + KEY_OUT_SEATED_ANGLE_LEGLENGTH, + KEY_OUT_DISP_SEATED_ANGLE_LEGLENGTH, + TYPE_TEXTBOX, + self.seated_angle.leg_a_length if flag else '', + True + ) + out_list.append(t15) + + t16 = ( + KEY_OUT_SEATED_ANGLE_WIDTH, + KEY_OUT_DISP_ANGLE_WIDTH, + TYPE_TEXTBOX, + self.seated_angle.width if flag else '', + True + ) + out_list.append(t16) + + t22 = ( + KEY_OUT_PLATE_CAPACITIES, + KEY_OUT_DISP_PLATE_CAPACITIES, + TYPE_OUT_BUTTON, + ['Capacity Details', self.capacities], + True + ) + out_list.append(t22) + + t22_1 = ( + KEY_OUT_SEATED_ANGLE_BOLT_COL, + KEY_OUT_DISP_SEATED_ANGLE_BOLT_COL, + TYPE_OUT_BUTTON, + ['On Column', self.seated_spacing_col], + True + ) + out_list.append(t22_1) + + t22_2 = ( + KEY_OUT_SEATED_ANGLE_BOLT_BEAM, + KEY_OUT_DISP_SEATED_ANGLE_BOLT_BEAM, + TYPE_OUT_BUTTON, + ['On Beam', self.seated_spacing_beam], + True + ) + out_list.append(t22_2) + + # ========================================================= + # Section Properties + # ========================================================= + t22_sec_title = (None, DISP_TITLE_SECTION, TYPE_TITLE, None, True) + out_list.append(t22_sec_title) + + t22_sec = ( + 'button_section_capacity', + KEY_OUT_DISP_PLATE_CAPACITIES, + TYPE_OUT_BUTTON, + ['Capacity Details', self.section_capacities], + True, + self.show_hide_capacity_buttons + ) + out_list.append(t22_sec) + + # ========================================================= + # Top Angle Properties + # ========================================================= + t24 = (None, KEY_DISP_TOP_ANGLE, TYPE_TITLE, None, True) + out_list.append(t24) + + t25 = ( + KEY_OUT_TOP_ANGLE_DESIGNATION, + KEY_OUT_DISP_ANGLE_DESIGNATION, + TYPE_TEXTBOX, + self.top_angle.designation if flag else '', + True + ) + out_list.append(t25) + + t25_1 = ( + KEY_OUT_TOP_ANGLE_WIDTH, + KEY_OUT_DISP_ANGLE_WIDTH, + TYPE_TEXTBOX, + self.top_angle.width if flag else '', + True + ) + out_list.append(t25_1) + + t26 = ( + KEY_OUT_TOP_ANGLE_BOLT_COL, + KEY_OUT_DISP_TOP_ANGLE_BOLT_COL, + TYPE_OUT_BUTTON, + ['on Column', self.top_spacing_col], + True + ) + out_list.append(t26) + + t27 = ( + KEY_OUT_TOP_ANGLE_BOLT_BEAM, + KEY_OUT_DISP_TOP_ANGLE_BOLT_BEAM, + TYPE_OUT_BUTTON, + ['on Beam', self.top_spacing_beam], + True + ) + out_list.append(t27) + + # ========================================================= + # Hover data + # ========================================================= + self.hover_dict["Bolt"] = ( + f"Bolt
    " + f"Grade: {self.bolt.bolt_grade_provided if flag else ''}
    " + f"Diameter: {int(self.bolt.bolt_diameter_provided) if flag else ''} mm
    " + f"No. of Bolts: {self.bolt.bolts_required if flag else ''}" + ) + + self.hover_dict["Angle"] = f"Angle: ISA {self.seated_angle.designation if flag else ''}" + + return out_list + + # To show the Capacity Detail button when connectivity is CWBW + def show_hide_capacity_buttons(self, design_dict): + value = design_dict.get(KEY_CONN, None) + if value == CONN_CWBW: + return True + return False + + def top_spacing_col(self, flag): + + top_spacing_col = [] + + t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') + top_spacing_col.append(t9) + + t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') + top_spacing_col.append(t9_1) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.top_angle_end if flag else '') + top_spacing_col.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.top_angle_gauge_column if flag else '') + top_spacing_col.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.top_angle_edge_column if flag else '') + top_spacing_col.append(t12) + + return top_spacing_col + + def top_spacing_beam(self, flag): + + top_spacing_beam = [] + + + t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') + top_spacing_beam.append(t9) + + t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') + top_spacing_beam.append(t9_1) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.top_angle_end if flag else '') + top_spacing_beam.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.top_angle_gauge_beam if flag else '') + top_spacing_beam.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.top_angle_edge_beam if flag else '') + top_spacing_beam.append(t12) + + return top_spacing_beam + + def seated_spacing_col(self, flag): + + seated_spacing_col = [] + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") + seated_spacing_col.append(t00) + if self.connectivity == VALUES_CONN_1[0]: + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("seated_column_cfbw.png")), 400, 277, ""]) # [image, width, height, caption] + seated_spacing_col.append(t99) + else: + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("seated_column.png")), 400, 277, ""]) # [image, width, height, caption] + seated_spacing_col.append(t99) + + t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_row if flag else '') + seated_spacing_col.append(t9) + + t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, self.bolt.bolt_col if flag else '') + seated_spacing_col.append(t9_1) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_end_column if flag else '') + seated_spacing_col.append(t10) + + if self.bolt.bolt_row > 1: + t10_1 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.bolt.min_pitch_round if flag else '') + seated_spacing_col.append(t10_1) + + if self.bolt.bolt_col > 2 and self.connectivity == VALUES_CONN_1[0]: + t11 = (KEY_OUT_GAUGE_CENTRAL, KEY_OUT_DISP_GAUGE_CENTRAL, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_column if flag else '') + seated_spacing_col.append(t11) + + t11_1 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.min_gauge_round if flag else '') + seated_spacing_col.append(t11_1) + else: + t11 = (KEY_OUT_GAUGE_CENTRAL, KEY_OUT_DISP_GAUGE_CENTRAL, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_column if flag else '') + seated_spacing_col.append(t11) + t11_1 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, 0.0 if flag else '') + seated_spacing_col.append(t11_1) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_edge_column if flag else '') + seated_spacing_col.append(t12) + + return seated_spacing_col + + def seated_spacing_beam(self, flag): + + seated_spacing_beam = [] + + t00 = (None, "", TYPE_NOTE, "Representative Image for Spacing Details") + seated_spacing_beam.append(t00) + + t99 = (None, 'Spacing Details', TYPE_SECTION, + [str(files("osdag_core.data.ResourceFiles.images").joinpath("seated_beam.png")), 400, 277, ""]) # [image, width, height, caption] + seated_spacing_beam.append(t99) + + t9 = (KEY_OUT_ROW_PROVIDED, KEY_OUT_DISP_ROW_PROVIDED, TYPE_TEXTBOX, 1 if flag else '') + seated_spacing_beam.append(t9) + + t9_1 = (KEY_OUT_COL_PROVIDED, KEY_OUT_DISP_COL_PROVIDED, TYPE_TEXTBOX, 2 if flag else '') + seated_spacing_beam.append(t9_1) + + t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_end_beam if flag else '') + seated_spacing_beam.append(t10) + + t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.bolt.seated_angle_gauge_beam if flag else '') + seated_spacing_beam.append(t11) + + t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.bolt.seated_angle_edge_beam if flag else '') + seated_spacing_beam.append(t12) + + return seated_spacing_beam + + def capacities(self, flag): + + capacities = [] + + t18 = ( + KEY_OUT_PLATE_SHEAR_DEMAND, + KEY_OUT_DISP_PLATE_SHEAR_DEMAND, + TYPE_TEXTBOX, + self.load.shear_force if flag else '' + ) + capacities.append(t18) + + t17 = ( + KEY_OUT_PLATE_SHEAR, + KEY_OUT_DISP_PLATE_SHEAR, + TYPE_TEXTBOX, + self.plate.shear_capacity if flag else '' + ) + capacities.append(t17) + + t19 = ( + KEY_OUT_PLATE_MOM_DEMAND, + KEY_OUT_DISP_PLATE_MOM_DEMAND, + TYPE_TEXTBOX, + self.plate.moment_demand if flag else '' + ) + capacities.append(t19) + + t20 = ( + KEY_OUT_PLATE_MOM_CAPACITY, + KEY_OUT_DISP_PLATE_MOM_CAPACITY, + TYPE_TEXTBOX, + self.plate.moment_capacity if flag else '' + ) + capacities.append(t20) + + return capacities + + + def section_capacities(self, flag): + + capacities = [] + + t00 = (None, "", TYPE_NOTE, "Capacity details of the supported / supporting section used in seated angle design") + capacities.append(t00) + + t99 = (None, 'Section1', TYPE_SECTION, None) + capacities.append(t99) + + t18 = ( + KEY_OUT_PLATE_SHEAR_DEMAND, + KEY_OUT_DISP_PLATE_SHEAR_DEMAND, + TYPE_TEXTBOX, + self.load.shear_force if flag else '' + ) + capacities.append(t18) + + t17 = ( + KEY_SHEAR_YIELDCAPACITY, + "Supported Section Shear Yielding Capacity (kN)", + TYPE_TEXTBOX, + round(self.supported_section.shear_yielding_capacity / 1000, 3) if flag else '' + ) + capacities.append(t17) + + t17_1 = ( + KEY_DISP_ALLOW_SHEAR, + "Supported Section Allowable Shear Capacity (kN)", + TYPE_TEXTBOX, + round(0.6 * self.supported_section.shear_yielding_capacity / 1000, 3) if flag else '' + ) + capacities.append(t17_1) + + t99_2 = (None, 'Section2', TYPE_SECTION, None) + capacities.append(t99_2) + + t17_2 = ( + KEY_TENSION_YIELDCAPACITY, + "Supporting Section Tension Yielding Capacity (kN)", + TYPE_TEXTBOX, + round(self.supporting_section.tension_yielding_capacity / 1000, 3) if flag else '' + ) + capacities.append(t17_2) + + return capacities + + def set_input_values(self, design_dictionary): + super(SeatedAngleConnection,self).set_input_values(design_dictionary) + self.seated_angle = Angle(designation= design_dictionary[KEY_ANGLE_LIST][0], material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) + self.top_angle = Angle(designation= design_dictionary[KEY_ANGLE_LIST][0], material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL]) + self.module = design_dictionary[KEY_MODULE] + self.seated_list = design_dictionary[KEY_ANGLE_LIST] + self.topangle_list = design_dictionary[KEY_TOPANGLE] + self.seated_list_initial = design_dictionary[KEY_ANGLE_LIST] + self.topangle_list_initial = design_dictionary[KEY_TOPANGLE] + self.plate = Plate(thickness=design_dictionary.get(KEY_PLATETHK, None), + material_grade=design_dictionary[KEY_CONNECTOR_MATERIAL], gap=design_dictionary[KEY_DP_DETAILING_GAP]) + self.material_grade = design_dictionary[KEY_MATERIAL] + self.material_grade_connector = design_dictionary[KEY_CONNECTOR_MATERIAL] + # self.weld = Weld(material_grade=design_dictionary[KEY_MATERIAL], material_g_o=design_dictionary[KEY_DP_WELD_MATERIAL_G_O], fabrication=design_dictionary[KEY_DP_WELD_FAB]) + # self.weld = Weld(size=10, length= 100, material_grade=design_dictionary[KEY_MATERIAL]) + self.warn_text() + self.member_capacity() + + def warn_text(self): + + """ + Function to give logger warning when any old value is selected from Column and Beams table. + """ + + # @author Arsil Zunzunia + # global logger + red_list = red_list_function() + if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: + self.logger.warning(" : You are using a section (in red color) that is not available in latest version of IS 808") + # logger.info(" : You are using a section (in red color) that is not available in latest version of IS 808") + #################################### + # UI Items Ends here + #################################### + + def member_capacity(self): + super(SeatedAngleConnection, self).member_capacity() + + if self.supported_section.shear_yielding_capacity / 1000 > self.load.shear_force and \ + self.supporting_section.tension_yielding_capacity / 1000 > self.load.shear_force: + + if self.load.shear_force <= min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0): + self.logger.warning(" : The value of factored shear force is less than the minimum recommended value. " + "Setting shear force value to 15% of supported beam shear capacity or 40 kN, whichever is lesser" + "[Ref. IS 800:2007, Cl.10.7].") + self.load.shear_force = min(round(0.15 * self.supported_section.shear_yielding_capacity / 1000, 0), + 40.0) + + print("Preliminary member check(s) have passed. Checking available bolt diameter(s).") + self.select_angle_thickness() + + else: + self.design_status = False + if self.supported_section.shear_yielding_capacity / 1000 < self.load.shear_force: + self.logger.error(" : The shear yielding capacity of the supported section, ({} kN) is less " + "than the factored shear force. Please select a larger section or decrease load." + .format(round(self.supported_section.shear_yielding_capacity / 1000, 2))) + if self.supporting_section.tension_yielding_capacity / 1000 < self.load.shear_force: + self.logger.error(" : The tension yielding capacity of the supported section, ({} kN) is less " + "than the factored axial force. Please select a larger section or decrease load." + .format(round(self.supported_section.tension_yielding_capacity / 1000, 2))) + print("The preliminary member check(s) have failed. Select a large/larger section(s) or decrease load and re-design.") + + def select_angle_thickness(self): + self.plate.thickness = [] + self.bolt_dia_possible = [] + self.failed_output = [] + self.leg_size_checked = False + self.bolt.plate_thk_status = True + self.seated_angle.width = self.supported_section.flange_width + 20.0 + + for designation in self.seated_list: + self.seated = Angle(designation=designation, material_grade=self.material_grade) + self.check_capacity(self.seated) + self.seated_angle.leg_a_length_min = self.b1 + self.plate.gap + + if self.plate.moment_capacity > self.plate.moment_demand and \ + self.plate.shear_capacity > self.load.shear_force and \ + self.seated.leg_a_length > self.seated_angle.leg_a_length_min: + if self.seated.thickness not in self.plate.thickness: + self.plate.thickness.append(self.seated.thickness) + else: + self.seated_list = [x for x in self.seated_list if x != designation] + row = [self.seated.designation, # 0-Seated Angle designation + self.seated.thickness, # 1-Seated Angle Thickness + self.seated.leg_a_length, # 2-Seated angle leg size + self.seated_angle.width, # 3-Length of the seated angle + ] + self.failed_output.append(row) + + if self.plate.thickness: + # logger.info("The required seated angle thickness is available. Fetching angle leg size.") + self.get_bolt_details() + else: + self.design_status = False + + self.failed_output.sort(key=lambda x: (-x[1],x[2])) + print(self.failed_output) + # self.failed_output.reverse() + # self.failed_output.sort(key=lambda x: (x[2])) + + # self.output.sort(key=lambda x: (x[4], x[3], x[5])) + self.seated_angle = Angle(designation=self.failed_output[0][0], material_grade=self.material_grade) + # self.seated_angle.designation = self.failed_output[0][0] + # self.plate.thickness_provided = self.failed_output[0][1] + # self.seated_angle.leg_a_length = self.failed_output[0][2] + self.seated_angle.width = self.failed_output[0][3] + + self.logger.error("Increase seated angle thickness and/or leg length.") + + def check_capacity(self, seated): + self.b1 = IS800_2007.cl_8_7_1_3_stiff_bearing_length(self.load.shear_force, + self.supported_section.web_thickness, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.fy) + # Distance from the end of bearing on seated angle horizontal leg to root angle OR A TO B in Fig 5.31 in Prof N. Subramanian's book + self.b2 = max(self.b1 + self.plate.gap - seated.thickness - seated.root_radius, 0.0) + + if self.b2 == 0.0: + self.plate.moment_demand = 0.0 + elif self.b2 <= self.b1: + self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 / self.b1) * (self.b2 / 2) / 1E3,3) + else: + self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 - self.b1 / 2) / 1E3, 3) + + Z_p = (self.supported_section.flange_width+20) * seated.thickness ** 2 / 4 + Z_e = (self.supported_section.flange_width+20) * seated.thickness ** 2 / 6 + self.plate.moment_capacity = round(float(IS800_2007.cl_8_2_1_2_design_moment_strength(Z_e, Z_p, seated.fy, 'plastic'))/ 1E6, 3) + + area = self.seated_angle.width * seated.thickness + self.plate.shear_capacity = round(float(IS800_2007.cl_8_4_design_shear_strength(area, seated.fy)) / 1E3, 3) + + # return moment_at_root_angle, plate_moment_capacity, self.plate.shear_capacity, b1 + + def get_bolt_details(self): + output = [] + plate_fail_output = [] + bolt_fail_output = [] + trial = 0 + [min_bolts_one_line, n] = self.get_seated_width_min_max() + + for self.plate.thickness_provided in sorted(self.plate.thickness): + self.plate.connect_to_database_to_get_fy_fu(self.plate.material, self.plate.thickness_provided) + # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # + self.get_plate_thk_bolt_bearing() + bolts_required_previous = 2 + bolt_diameter_previous = self.bolt.bolt_diameter[-1] + + count = 0 + + for self.bolt.bolt_diameter_provided in reversed(self.bolt.bolt_diameter): + self.bolt.bolt_PC_provided = self.bolt.bolt_grade[-1] + + self.bolt_placement_check() + self.bolt_dia_check() + self.bolt_grip_check() + if self.bolt.design_status is False: + if self.bolt.plate_thk_status is False: + break + else: + continue + + self.get_bolt_capacity() + t_sum = 0.0 + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) + else: + self.beta_lg = 1.0 + self.bolt.number = round_up(float(self.load.shear_force * 1000) / (self.bolt.bolt_capacity * self.beta_lg), 1) + if self.connectivity == VALUES_CONN_1[0]: + self.bolt.number = round_up(float(self.bolt.number) / n, 1) + + [bolt_line, bolts_one_line, web_plate_h] = \ + self.plate.get_web_plate_l_bolts_one_line(self.seated_angle.width_max, self.seated_angle.width_min, + self.bolt.number, self.bolt.min_edge_dist_round, + self.bolt.min_gauge_round, min_bolts_one_line) + self.bolt.bolt_row = bolt_line + self.bolt.bolt_col = bolts_one_line * n + if self.connectivity == VALUES_CONN_1[0]: + self.seated_angle.width = round_up(web_plate_h * 2 + self.supporting_section.web_thickness + \ + self.supporting_section.root_radius * 2, 1) + else: + self.seated_angle.width = web_plate_h + self.bolt.bolts_required = bolts_one_line*bolt_line*n + + self.check_leg_size(bolt_line) + self.leg_size_checked = True + if 2 >= bolt_line >= 1 and self.plate.design_status is True: + self.bolt.bolt_force = self.load.shear_force / self.bolt.bolts_required + + if self.bolt.bolts_required > bolts_required_previous and count >= 1: + self.bolt.bolt_diameter_provided = bolt_diameter_previous + self.bolt.bolts_required = bolts_required_previous + self.bolt.bolt_row = bolt_row_prev + self.bolt.bolt_col = bolt_col_prev + # self.bolt_dia_possible.remove(self.bolt.bolt_diameter_provided) + self.bolt_placement_check() + self.get_bolt_capacity() + # self.bolt.bolt_force = bolt_force_previous + break + else: + self.bolt_dia_possible.append(self.bolt.bolt_diameter_provided) + bolts_required_previous = self.bolt.bolts_required + bolt_diameter_previous = self.bolt.bolt_diameter_provided + # TODO: set bolt row and column prev value + bolt_row_prev = self.bolt.bolt_row + bolt_col_prev = self.bolt.bolt_col + # bolt_force_previous = self.bolt.bolt_force + count += 1 + else: + self.bolt.bolt_force = self.load.shear_force / self.bolt.number + continue + if self.bolt_dia_possible: + self.bolt.bolt_diameter_provided = min(self.bolt_dia_possible) + self.check_leg_size(bolt_line) + + if self.plate.design_status is True: + trial += 1 + + ##### O U T P U T D I C T I O N A R Y F O R M A T ##### + row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter + self.bolt.bolt_PC_provided, # 1-Bolt Grade + self.seated_angle.designation, # 2-Seated Angle designation + int(self.plate.thickness_provided), # 3-Seated Angle Thickness + self.seated_angle.leg_a_length, # 4-Seated angle leg size + self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg + self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg + self.seated_angle.width, # 7-Length of the seated angle + self.bolt.bolts_required, # 8-Total no of bolts + self.bolt.min_gauge_round, # 9-Gauge distance + self.bolt.min_edge_dist_round, # 10-Edge Distance + self.bolt.min_pitch_round, # 11-Pitch + self.bolt.min_end_dist_round, # 12-End Distance + self.bolt.bolt_force, # 13-Bolt Force + + 'INSERT_HERE', # XX- EMPTY + trial] + output.append(row) + print("********* Trial {} ends here *************".format(trial)) + else: + # if self.bolt.plate_thk_status == True and self.leg_size_checked == True: + # self.check_leg_size(bolt_line) + # print(self.plate.design_status) + # ##### F A I L E D O U T P U T D I C T I O N A R Y F O R M A T ##### + # row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter + # self.bolt.bolt_PC_provided, # 1-Bolt Grade + # self.seated_angle.designation, # 2-Seated Angle designation + # int(self.plate.thickness_provided), # 3-Seated Angle Thickness + # self.seated_angle.leg_a_length, # 4-Seated angle leg size + # self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg + # self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg + # self.seated_angle.width, # 7-Length of the seated angle + # self.bolt.bolts_required, # 8-Total no of bolts + # self.bolt.min_gauge_round, # 9-Gauge distance + # self.bolt.min_edge_dist_round, # 10-Edge Distance + # self.bolt.min_pitch_round, # 11-Pitch + # self.bolt.min_end_dist_round, # 12-End Distance + # self.bolt.bolt_force, # 13-Bolt Force + # ] + # plate_fail_output.append(row) + # print("********* Trial {} ends here *************".format(trial)) + continue + else: + # if self.bolt.plate_thk_status == True and self.leg_size_checked == True: + # row = [int(self.bolt.bolt_diameter_provided), # 0-Bolt Diameter + # self.bolt.bolt_PC_provided, # 1-Bolt Grade + # self.seated_angle.designation, # 2-Seated Angle designation + # int(self.plate.thickness_provided), # 3-Seated Angle Thickness + # self.seated_angle.leg_a_length, # 4-Seated angle leg size + # self.bolt.bolt_row, # 5-Bolt rows on seated angle vertical leg + # self.bolt.bolt_col, # 6-Bolt columns on seat angle vertical leg + # self.seated_angle.width, # 7-Length of the seated angle + # self.bolt.bolts_required, # 8-Total no of bolts + # self.bolt.min_gauge_round, # 9-Gauge distance + # self.bolt.min_edge_dist_round, # 10-Edge Distance + # self.bolt.min_pitch_round, # 11-Pitch + # self.bolt.min_end_dist_round, # 12-End Distance + # self.bolt.bolt_force, # 13-Bolt Force + # ] + # bolt_fail_output.append(row) + continue + + if self.bolt_dia_possible and self.plate.design_status is True: + self.select_optimum(output) + self.top_angle_section() + self.logger.info("=== End Of Design ===") + elif self.bolt.design_status is False and self.bolt.plate_thk_status is False: + self.design_status = False + self.logger.error(" : The total thickness of the connecting elements is more than 8 times the bolt diameter. " + "Define larger bolt diameter(s) and/or plate of lower thickness.") + self.logger.error(" : The connection fails in the bolt grip length check [Ref.Cl. 10.3.3.2, IS 800:2007].") + elif self.leg_size_checked == False: + self.design_status = False + self.logger.error("sufficient leg size / flange width is not available for selected bolt, " + "please select lower bolt diameter") + self.logger.error("It fails in detailing check") + else: + self.design_status = False + # logger.error("Decrease bolt diameter") + self.logger.error("Sufficient space is not available to accommodate the defined bolts. " + + "Either decrease the bolt diameter or increase the angle leg size.") + + def select_optimum(self,raw_output): + """This function sorts the list of available options and selects the combination with least leg size""" + raw_output.sort(key=lambda x: (x[4], x[3], x[5])) + self.bolt.bolt_diameter_provided = raw_output[0][0] + self.bolt.bolt_PC_provided = raw_output[0][1] + self.seated_angle.designation = raw_output[0][2] + self.plate.thickness_provided = raw_output[0][3] + self.seated_angle.leg_a_length = raw_output[0][4] + self.bolt.bolt_row = raw_output[0][5] + self.bolt.bolt_col = raw_output[0][6] + self.seated_angle.width = raw_output[0][7] + self.bolt.bolts_required = raw_output[0][8] + self.bolt.min_gauge_round = raw_output[0][9] + self.bolt.min_edge_dist_round = raw_output[0][10] + self.bolt.min_pitch_round = raw_output[0][11] + self.bolt.min_end_dist_round = raw_output[0][12] + self.bolt.bolt_force = raw_output[0][13] + + self.set_final_values() + + def set_final_values(self): + # self.seated_angle = Angle(designation=self.seated_angle.designation, material_grade=self.material_grade) + self.seated = Angle(designation=self.seated_angle.designation, material_grade=self.material_grade) + self.seated_angle_bolt_details() + if self.connectivity == VALUES_CONN_1[0]: + self.bolt.gauge = self.bolt.min_gauge_round + self.bolt.sa_length = self.seated_angle.width + else: + self.bolt.gauge = self.bolt.seated_angle_gauge_column + self.plate.thickness_provided = self.seated.thickness + self.get_plate_thk_bolt_bearing() + self.bolt.bolt_force = self.load.shear_force / self.bolt.bolts_required + self.bolt_PC() + # self.get_bolt_capacity() + # self.get_bolt_capacity_updated() + self.check_capacity(self.seated) + + def bolt_PC(self): + bolt_PC_previous = self.bolt.bolt_grade[-1] + for self.bolt.bolt_PC_provided in reversed(self.bolt.bolt_grade): + count = 1 + self.bolt_placement_check() + self.get_bolt_capacity_updated() + t_sum = 0.0 + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) + else: + self.beta_lg = 1.0 + if self.bolt.bolt_capacity * self.beta_lg < self.bolt.bolt_force * 1000 and count >= 1: + self.bolt.bolt_PC_provided = bolt_PC_previous + self.get_bolt_capacity_updated() + break + bolt_PC_previous = self.bolt.bolt_PC_provided + count += 1 + + def get_seated_width_min_max(self): + """This function sets the max and min limits of seated angle length""" + if self.connectivity == VALUES_CONN_1[0]: + if self.supporting_section.flange_width > self.supported_section.flange_width: + self.seated_angle.width_min = (self.supported_section.flange_width + 20 - + self.supporting_section.web_thickness -2 * self.supporting_section.root_radius) / 2 + self.seated_angle.width_max = (self.supporting_section.flange_width - + self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 + else: + self.seated_angle.width_min = (self.supporting_section.flange_width - + self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 + self.seated_angle.width_max = self.seated_angle.width_min + 10 + # self.seated_angle.width_min = (self.supporting_section.flange_width - + # self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 + # self.seated_angle.width_max = (self.supported_section.flange_width - + # self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 + min_bolts_one_line = 1 + n = 2 + else: + self.seated_angle.width_min = self.supported_section.flange_width + self.seated_angle.width_max = (self.supporting_section.depth - + 2 * self.supporting_section.flange_thickness - 2 * self.supporting_section.root_radius) + min_bolts_one_line = 2 + n = 1 + + return min_bolts_one_line, n + + def get_plate_thk_bolt_bearing(self): + """This function sets the thickness and material propert combination of connected elements""" + # TO GET BOLT BEARING CAPACITY CORRESPONDING TO PLATE THICKNESS AND Fu AND Fy # + self.bolt_conn_plates_t_fu_fy = [] + self.bolt_conn_plates_t_fu_fy.append((self.plate.thickness_provided, self.seated.fu, self.seated.fy)) + if self.connectivity == VALUES_CONN_1[0]: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.flange_thickness, self.supporting_section.fu, self.supporting_section.fy)) + else: + self.bolt_conn_plates_t_fu_fy.append( + (self.supporting_section.web_thickness, self.supporting_section.fu, self.supporting_section.fy)) + + def bolt_placement_check(self): + """This function calculates minimum bolt spacing limits""" + self.bolt.calculate_bolt_spacing_limits(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy) + self.bolt.min_end_dist_round = round_up(IS800_2007.cl_10_2_4_2_min_edge_end_dist( + self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type, 'machine_flame_cut'), 5) + + def get_bolt_capacity(self): + """This function calculates minimum bolt capacities""" + self.bolt_bearing_end_dist = self.bolt.min_end_dist_round + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1, + seatedangle_e=self.bolt_bearing_end_dist) + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + self.bolt.bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + else: + self.bolt.bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + t_sum = 0.0 + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) + else: + self.beta_lg = 1.0 + self.bolt.bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity/1000, 2) + self.bolt.bolt_capacity_disp = round(self.bolt.bolt_capacity/1000, 2) + # self.bolt.bolt_shear_capacity_reduced_disp = round(self.bolt.bolt_shear_capacity * self.beta_lg / 1000, 2) + self.bolt.bolt_capacity_reduced_disp = round(self.bolt.bolt_capacity * self.beta_lg / 1000, 2) + + def get_bolt_capacity_updated(self): + """This function updates bolt capacities""" + self.bolt_bearing_end_dist = self.bolt.min_end_dist_round + self.seated.thickness + self.seated.root_radius + self.bolt.calculate_bolt_capacity(bolt_diameter_provided=self.bolt.bolt_diameter_provided, + bolt_grade_provided=self.bolt.bolt_PC_provided, + conn_plates_t_fu_fy=self.bolt_conn_plates_t_fu_fy, n_planes=1, + seatedangle_e=self.bolt_bearing_end_dist) + if self.bolt.bolt_bearing_capacity is not VALUE_NOT_APPLICABLE: + self.bolt.bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + else: + self.bolt.bolt_bearing_capacity_disp = self.bolt.bolt_bearing_capacity + t_sum = 0.0 + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + if self.bolt.bolt_type == TYP_BEARING: + self.beta_lg = round(IS800_2007.cl_10_3_3_2_bolt_large_grip(self.bolt.bolt_diameter_provided, t_sum, 0.0), 3) + else: + self.beta_lg = 1.0 + self.bolt.bolt_shear_capacity_disp = round(self.bolt.bolt_shear_capacity / 1000, 2) + self.bolt.bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) + # self.bolt.bolt_shear_capacity_reduced_disp = round(self.bolt.bolt_shear_capacity * self.beta_lg / 1000, 2) + self.bolt.bolt_capacity_reduced_disp = round(self.bolt.bolt_capacity * self.beta_lg / 1000, 2) + + def bolt_dia_check(self): + """This function checks if the selected bolt diameter can be placed within the available flange width""" + self.beam_space_min = (self.supported_section.flange_width - + self.supported_section.web_thickness - 2 * self.supported_section.root_radius) / 2 + self.col_space_min = (self.supporting_section.flange_width - + self.supporting_section.web_thickness - 2 * self.supporting_section.root_radius) / 2 + if self.connectivity == VALUES_CONN_1[0]: + if self.beam_space_min >= 2*self.bolt.min_end_dist_round and self.col_space_min >= 2*self.bolt.min_end_dist_round: + self.bolt.design_status = True + else: + self.bolt.design_status = False + else: + if self.beam_space_min >= 2 * self.bolt.min_end_dist_round: + self.bolt.design_status = True + else: + self.bolt.design_status = False + + def bolt_grip_check(self): + '''This functions checks the grip length of bolts''' + self.bolt.plate_thk_status = True + t_sum = 0.0 + for i in self.bolt_conn_plates_t_fu_fy: + t_sum = t_sum + i[0] + if self.bolt.bolt_diameter_provided * 8 < t_sum: + self.bolt.design_status = False + self.bolt.plate_thk_status = False + + def check_leg_size(self, bolt_line): + self.bolt_placement_check() + min_leg_length = (2 * self.bolt.min_end_dist_round + (bolt_line - 1) * self.bolt.min_pitch_round) + min_leg_b_length = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + # min_leg_length = max(2*self.bolt.min_end_dist_round + (bolts_one_line - 1) * self.bolt.min_pitch_round, self.seated_angle.leg_a_length_min) + self.seated_list_same_thickness = self.seated_angle.get_available_seated_list(self.seated_list, + max_leg_length = math.inf, min_leg_length = min_leg_length, position = "inner", t_min = self.plate.thickness_provided) + + if self.seated_list_same_thickness is []: + self.plate.design_status = False + else: + for self.seated_angle.designation in self.seated_list_same_thickness: + [leg_a_length, leg_b_length, t, r_r] = get_leg_lengths(self.seated_angle.designation) + if (leg_a_length - t - r_r) >= min_leg_length and leg_b_length >= min_leg_b_length: + self.seated_angle.leg_a_length = leg_a_length + self.plate.design_status = True + break + else: + self.plate.design_status = False + + # def check_leg_b_size(self): + # min_leg_b_length = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + # print("min_leg_b_length", min_leg_b_length) + # self.seated_list_leg_b = self.seated_list_same_thickness.get_available_seated_list(self.seated_list, + # max_leg_length=math.inf, min_leg_length=min_leg_b_length, position="outer", t_min=self.plate.thickness_provided) + # for self.seated_angle.designation in self.seated_list_leg_b: + # [leg_a_length, leg_b_length, t, r_r] = get_leg_lengths(self.seated_angle.designation) + # if leg_a_length >= min_leg_b_length: + # self.seated_angle.leg_a_length = leg_a_length + # self.plate.design_status = True + # break + # else: + # self.plate.design_status = False + # + # if self.seated_list_leg_b is []: + # self.plate.design_status = False + # else: + # self.plate.design_status = True + + def top_angle_section(self): + """Identify appropriate top angle size based on beam depth. + Note: + Assumptions: + Calculating top angle dimensions based on thumb rules: + top_angle_side = beam_depth/4 + top_angle_thickness = top_angle_side/10 with a minimum of 6mm + Select the nearest available equal angle as the top angle. + Equal angles satisfying both these thumb rules are selected for this function from steel tables + """ + # minimum length of leg of top angle is twice edge distance + angle thickness + root_radius. + # as the side length is rounded up in the next step, ignoring angle thickness while calculating + # minimum length of side + + for top in self.topangle_list: + topclip = Angle(designation=top, material_grade=self.material_grade) + top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, + self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + top_angle_side = max(float(self.supported_section.depth) / 4, top_angle_side_minimum, 50) + top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) + if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: + self.top_angle = Angle(designation=top, material_grade=self.material_grade) + self.top_angle.design_status = True + break + else: + self.top_angle.design_status = False + + if self.top_angle.design_status is False: + for top in self.topangle_list: + topclip = Angle(designation=top, material_grade=self.material_grade) + top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, + self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + top_angle_side = max(top_angle_side_minimum, 50) + top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) + if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: + self.top_angle = Angle(designation=top, material_grade=self.material_grade) + self.top_angle.design_status = True + break + else: + self.top_angle.design_status = False + + if self.top_angle.design_status is False: + for top in self.topangle_list: + topclip = Angle(designation=top, material_grade=self.material_grade) + top_angle_side_minimum = max(2 * self.bolt.min_end_dist_round + topclip.root_radius + topclip.thickness, + self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + top_angle_side = max(top_angle_side_minimum, 50) + top_angle_thickness_min = 6 + if topclip.leg_a_length >= top_angle_side and topclip.thickness >= top_angle_thickness_min: + self.top_angle = Angle(designation=top, material_grade=self.material_grade) + self.top_angle.design_status = True + break + else: + self.top_angle.design_status = False + + top_angle_thickness_min = max(round_up(float(topclip.leg_a_length) / 10, 1), 6) + if self.top_angle.design_status is True: + self.top_angle_bolt_details() + self.logger.info("Based on the thumb rules, a minimum top angle leg size of {} mm and a thickness of {} mm " + "is required to provide stability to {}.".format(top_angle_side, top_angle_thickness_min, + self.supported_section.designation)) + self.design_status = True + else: + self.logger.error(": Sufficient leg length is not available for the top angle.") + self.design_status = False + + def top_angle_bolt_details(self): + if self.connectivity == VALUES_CONN_1[0]: + self.top_angle.width = max(min(self.supported_section.flange_width + 20, self.supporting_section.flange_width + 20), + + round_up((self.supporting_section.web_thickness+self.supporting_section.root_radius * 2 + + self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1), + + round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + + self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) + + if self.top_angle.width < self.supporting_section.flange_width: + self.bolt.top_angle_gauge_column = round_up((self.top_angle.width - + self.supporting_section.root_radius * 2 - self.supporting_section.web_thickness) / 2 + + self.supporting_section.root_radius * 2 + self.supporting_section.web_thickness, 1) + self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) + # self.top_angle.width = self.bolt.top_angle_gauge_column + 2 * self.bolt.top_angle_edge_column + else: + self.bolt.top_angle_gauge_column = round_up((self.supporting_section.flange_width - + self.supporting_section.root_radius * 2 - self.supporting_section.web_thickness) / 2 + + self.supporting_section.root_radius * 2 + self.supporting_section.web_thickness, 1) + self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) + # self.top_angle.width = self.bolt.top_angle_gauge_column + 2 * self.bolt.top_angle_edge_column + + if self.top_angle.width < self.supported_section.flange_width: + # self.bolt.top_angle_gauge_beam = round_up((self.top_angle.width - self.bolt.min_edge_dist_round * 2), 1) + self.bolt.top_angle_gauge_beam = round_up((self.top_angle.width - + self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + + self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) + self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) + + else: + self.bolt.top_angle_gauge_beam = round_up((self.supported_section.flange_width - + self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + + self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) + self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) + + else: + self.top_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), + + round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + + self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) + + self.bolt.top_angle_gauge_beam = round_up((self.supported_section.flange_width - + self.supported_section.root_radius * 2 - self.supported_section.web_thickness) / 2 + + self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) + self.bolt.top_angle_edge_beam = round((self.top_angle.width - self.bolt.top_angle_gauge_beam) / 2, 1) + self.bolt.top_angle_gauge_column = self.bolt.top_angle_gauge_beam + self.bolt.top_angle_edge_column = round((self.top_angle.width - self.bolt.top_angle_gauge_column) / 2, 1) + + self.bolt.top_angle_end = round_up(min((self.top_angle.leg_a_length - self.top_angle.thickness - self.top_angle.root_radius) / 2, + self.top_angle.leg_a_length- self.plate.gap- self.bolt.min_edge_dist_round), 1) + + def seated_angle_bolt_details(self): + if self.connectivity == VALUES_CONN_1[0]: + # self.seated_angle.width = max(min(self.supported_section.flange_width, self.supporting_section.flange_width), + # + # round_up((self.supporting_section.web_thickness+self.supporting_section.root_radius * 2 + + # self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1), + # + # round_up((self.supported_section.web_thickness + self.supported_section.root_radius * 2 + + # self.bolt.min_end_dist_round * 2 + self.bolt.min_edge_dist_round * 2), 1) ) + # TODO: Recalculate bolt row and column to minimize seated angle width + self.recalculate_bolt_row_col() + if self.seated_angle.width < self.supporting_section.flange_width: + self.bolt.seated_angle_gauge_column = round_up((self.seated_angle.width - self.bolt.min_edge_dist_round * 2 - + (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round), 1) + + else: + self.bolt.seated_angle_gauge_column = round_up((self.supporting_section.flange_width - + self.bolt.min_end_dist_round * 2 - + (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round), 1) + + self.bolt.seated_angle_gauge_beam = round_up((self.supported_section.flange_width - + self.supported_section.root_radius * 2 - self.supported_section.web_thickness)/2 + + self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) + self.bolt.seated_angle_edge_beam = round((self.seated_angle.width - self.bolt.seated_angle_gauge_beam) / 2, 1) + self.bolt.seated_angle_end_column = round_up((self.seated.leg_a_length - self.seated.thickness - + self.seated.root_radius - self.bolt.min_end_dist_round - + self.bolt.min_pitch_round * (self.bolt.bolt_row - 1)), 1) + self.bolt.seated_angle_edge_column = round((self.seated_angle.width - self.bolt.seated_angle_gauge_column - + (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round) / 2, 1) + + else: + self.seated_angle.width = max(self.supported_section.flange_width + 20, + round_up((self.bolt.min_end_dist_round * 2 + (self.bolt.bolt_col - 1) * self.bolt.min_gauge_round), 1)) + + self.bolt.seated_angle_gauge_beam = round_up((self.supported_section.flange_width - + self.supported_section.root_radius * 2 + self.supported_section.web_thickness)/2 + + self.supported_section.root_radius * 2 + self.supported_section.web_thickness, 1) + self.bolt.seated_angle_edge_beam = round((self.seated_angle.width - self.bolt.seated_angle_gauge_beam) / 2, 1) + self.bolt.seated_angle_gauge_column = round_up((self.seated_angle.width - self.bolt.min_edge_dist_round * 2)/ + (self.bolt.bolt_col - 1), 1) + self.bolt.seated_angle_end_column = round_up((self.seated.leg_a_length - self.seated.thickness - + self.seated.root_radius - self.bolt.min_end_dist_round - + self.bolt.min_pitch_round * (self.bolt.bolt_row - 1)), 1) + self.bolt.seated_angle_edge_column = max(self.bolt.min_edge_dist_round,round((self.seated_angle.width - (self.bolt.bolt_col - 1) * + self.bolt.seated_angle_gauge_column) / 2, 1)) + + # self.bolt.seated_angle_end_beam = round_up((self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) / 2, 1) + self.bolt.seated_angle_end_beam = round_up(min((self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) / 2, + self.seated.leg_a_length- self.plate.gap- self.bolt.min_edge_dist_round), 1) + + def recalculate_bolt_row_col(self): + """This Function recalculates bolt row and columns to reduce seated angle width""" + if self.bolt.bolt_col/2 >= 2 and self.bolt.bolt_row == 1 and self.seated_angle.width > self.supported_section.flange_width: + if (self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius - + 2 * self.bolt.min_end_dist_round) / self.bolt.min_pitch_round >= 1: + self.bolt.bolt_col = 2 * round_up(self.bolt.bolt_col/4, 1) + self.bolt.bolt_row = self.bolt.bolt_row * 2 + self.bolt.bolts_required = self.bolt.bolt_col * self.bolt.bolt_row + self.seated_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), + round_up((self.supporting_section.web_thickness + self.supporting_section.root_radius * 2 + + self.bolt.min_end_dist_round * 2 + (self.bolt.bolt_col - 2) * self.bolt.min_gauge_round + + self.bolt.min_edge_dist_round * 2), 1)) + else: + self.seated_angle.width = max(round_up(self.supported_section.flange_width + 20, 1), self.seated_angle.width) + + ###################################### + # Function to create design report (LateX/PDF) + ###################################### + def save_design(self, popup_summary): + super(SeatedAngleConnection, self).save_design() + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + # bolt_list = str(*self.bolt.bolt_diameter, sep=", ") + + self.report_seated_angle = {KEY_DISP_SEC_PROFILE: "equaldp", + # Image shall be save with this name.png in resource files + KEY_DISP_SECSIZE: self.seated_angle.designation, + KEY_DISP_MATERIAL: self.seated_angle.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.seated_angle.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT: round(self.seated_angle.fy, 2), + KEY_REPORT_MASS: round(self.seated_angle.mass, 2), + KEY_REPORT_AREA: round((self.seated_angle.area / 100), 2), + KEY_REPORT_MAX_LEG_SIZE: round(self.seated_angle.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(self.seated_angle.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(self.seated_angle.thickness, 2), + KEY_REPORT_R1: round(self.seated_angle.root_radius, 2), + KEY_REPORT_R2: round(self.seated_angle.toe_radius, 2), + KEY_REPORT_CY: round(self.seated_angle.Cy, 2), + KEY_REPORT_CZ: round(self.seated_angle.Cz, 2), + KEY_REPORT_IZ: round(self.seated_angle.mom_inertia_z / 10000, 2), + KEY_REPORT_IY: round(self.seated_angle.mom_inertia_y / 10000, 2), + KEY_REPORT_IU: round(self.seated_angle.mom_inertia_u / 10000, 2), + KEY_REPORT_IV: round(self.seated_angle.mom_inertia_v / 10000, 2), + KEY_REPORT_RZ: round(self.seated_angle.rad_of_gy_z / 10, 2), + KEY_REPORT_RY: round((self.seated_angle.rad_of_gy_y) / 10, 2), + KEY_REPORT_RU: round((self.seated_angle.rad_of_gy_u) / 10, 2), + KEY_REPORT_RV: round((self.seated_angle.rad_of_gy_v) / 10, 2), + KEY_REPORT_ZEZ: round(self.seated_angle.elast_sec_mod_z / 1000, 2), + KEY_REPORT_ZEY: round(self.seated_angle.elast_sec_mod_y / 1000, 2), + KEY_REPORT_ZPZ: round(self.seated_angle.plast_sec_mod_z / 1000, 2), + KEY_REPORT_ZPY: round(self.seated_angle.elast_sec_mod_y / 1000, 2)} + + self.report_topangle = {KEY_DISP_SEC_PROFILE: "equaldp", + # Image shall be save with this name.png in resource files + KEY_DISP_SECSIZE: self.top_angle.designation, + KEY_DISP_MATERIAL: self.top_angle.material, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.top_angle.fu, 2), + KEY_DISP_YIELD_STRENGTH_REPORT: round(self.top_angle.fy, 2), + KEY_REPORT_MASS: round(self.top_angle.mass, 2), + KEY_REPORT_AREA: round((self.top_angle.area / 100), 2), + KEY_REPORT_MAX_LEG_SIZE: round(self.top_angle.max_leg, 2), + KEY_REPORT_MIN_LEG_SIZE: round(self.top_angle.min_leg, 2), + KEY_REPORT_ANGLE_THK: round(self.top_angle.thickness, 2), + KEY_REPORT_R1: round(self.top_angle.root_radius, 2), + KEY_REPORT_R2: round(self.top_angle.toe_radius, 2), + KEY_REPORT_CY: round(self.top_angle.Cy, 2), + KEY_REPORT_CZ: round(self.top_angle.Cz, 2), + KEY_REPORT_IZ: round(self.top_angle.mom_inertia_z / 10000, 2), + KEY_REPORT_IY: round(self.top_angle.mom_inertia_y / 10000, 2), + KEY_REPORT_IU: round(self.top_angle.mom_inertia_u / 10000, 2), + KEY_REPORT_IV: round(self.top_angle.mom_inertia_v / 10000, 2), + KEY_REPORT_RZ: round(self.top_angle.rad_of_gy_z / 10, 2), + KEY_REPORT_RY: round((self.top_angle.rad_of_gy_y) / 10, 2), + KEY_REPORT_RU: round((self.top_angle.rad_of_gy_u) / 10, 2), + KEY_REPORT_RV: round((self.top_angle.rad_of_gy_v) / 10, 2), + KEY_REPORT_ZEZ: round(self.top_angle.elast_sec_mod_z / 1000, 2), + KEY_REPORT_ZEY: round(self.top_angle.elast_sec_mod_y / 1000, 2), + KEY_REPORT_ZPZ: round(self.top_angle.plast_sec_mod_z / 1000, 2), + KEY_REPORT_ZPY: round(self.top_angle.elast_sec_mod_y / 1000, 2)} + + self.report_input = \ + {KEY_MODULE: self.module, + KEY_MAIN_MODULE: self.mainmodule, + KEY_CONN: self.connectivity, + KEY_DISP_SHEAR: self.load.shear_force, + + "Supporting Section - Mechanical Properties": "TITLE", + "Supporting Section Details": self.report_supporting, + + "Supported Section - Mechanical Properties": "TITLE", + "Supported Section Details": self.report_supported, + + "Bolt Details - Input and Design Preference": "TITLE", + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), + KEY_DISP_TYP: self.bolt.bolt_type, + KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, + KEY_DISP_DP_BOLT_SLIP_FACTOR_REPORT: self.bolt.mu_f, + + "Detailing - Design Preference": "TITLE", + KEY_DISP_DP_DETAILING_EDGE_TYPE: self.bolt.edge_type, + KEY_DISP_GAP: self.plate.gap, + KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, + + "Seated and Top Angle Details": "TITLE", + KEY_DISP_ANGLE_LIST: str(self.seated_list_initial), + + "Selected Seated Angle Details": self.report_seated_angle, + KEY_DISP_TOPANGLE_LIST: str(self.topangle_list_initial), + + "Selected Top Angle Details": self.report_topangle + } + + self.report_check = [] + ####################### + # Section Capacities + ####################### + + t1 = ('SubSection', 'Section Design', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + h = self.supported_section.web_height + t = self.supported_section.web_thickness + + initial_shear_capacity = round(self.supported_section.shear_yielding_capacity/0.6/1000,2) + t1 = (KEY_DISP_SHEAR_CAPACITY, '', + cl_8_4_shear_yielding_capacity_member(h, t, self.supported_section.fy, gamma_m0, initial_shear_capacity), '') + self.report_check.append(t1) + t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + allow_shear_capacity(initial_shear_capacity,round(self.supported_section.shear_yielding_capacity/1000,3)), + get_pass_fail(self.load.shear_force, self.supported_section.shear_yielding_capacity, relation="lesser")) + self.report_check.append(t1) + + if self.supported_section.design_status == True: + t1 = ('SubSection', 'Load Consideration', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + min_shear_load = min(40,round(0.15*self.supported_section.shear_yielding_capacity / 0.6,2)) + applied_shear_force = max(self.load.shear_force,min_shear_load) + + t1 = (KEY_DISP_APPLIED_SHEAR_LOAD, self.load.shear_force, + prov_shear_load(shear_input=self.load.shear_force, min_sc=min_shear_load, + app_shear_load=applied_shear_force, + shear_capacity_1=initial_shear_capacity), "") + self.report_check.append(t1) + + + # if self.design_status == False: + # t2 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, self.plate.shear_capacity, + # get_pass_fail(self.load.shear_force, self.plate.shear_capacity, relation='lesser')) + # self.report_check.append(t2) + # t2 = (KEY_DISP_BEARING_LENGTH, '', bearing_length(self.load.shear_force, + # self.supported_section.web_thickness, + # self.supported_section.flange_thickness, + # self.supported_section.root_radius, + # self.supported_section.fy, gamma_m0, + # self.seated.thickness, self.seated.root_radius, + # self.plate.gap), '') + # self.report_check.append(t2) + # Z_p = (self.supported_section.flange_width+20) * self.seated.thickness ** 2 / 4 + # Z_e = (self.supported_section.flange_width+20) * self.seated.thickness ** 2 / 6 + # + # t2 = ( + # KEY_DISP_MOM_CAPACITY, moment_demand_SA(self.b1, self.b2, self.load.shear_force, self.plate.moment_demand), + # cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, + # Z_p=Z_p, f_y=self.seated.fy, + # gamma_m0=gamma_m0, + # Pmc=round(self.plate.moment_capacity, 2)), + # get_pass_fail(self.plate.moment_demand, self.plate.moment_capacity, relation='lesser')) + # self.report_check.append(t2) + + + # if self.design_status is False and self.bolt.design_status is False and self.plate.thickness and self.bolt_dia_possible: + # t1 = ('SubSection', 'Initial Detailing Checks', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + # self.report_check.append(t1) + # min_width_sptd = self.supported_section.flange_width + # min_width_sptng = self.supporting_section.flange_width + # min_width_req_sptd = 4 * self.bolt.min_end_dist_round + self.supported_section.web_thickness + \ + # self.supported_section.root_radius * 2 + # min_width_req_sptng = 4 * self.bolt.min_end_dist_round + self.supporting_section.web_thickness + \ + # self.supporting_section.root_radius * 2 + # min_length_req_sptng = ( + # 2 * self.bolt.min_end_dist_round + (self.bolt.bolt_row - 1) * self.bolt.min_pitch_round) + # min_length_req_sptd = (self.bolt.min_end_dist_round + self.plate.gap + self.bolt.min_edge_dist_round) + # min_length_sptng = ( + # self.seated.leg_a_length - self.seated.thickness - self.seated.root_radius) + # min_length_sptd = self.seated.leg_a_length + # + # t2 = (DISP_MIN_WIDTH + 'On beam', min_width_req_sptd, min_width_sptd, + # get_pass_fail(min_width_req_sptd, min_width_sptd, 'leq')) + # self.report_check.append(t2) + # t2 = (DISP_MIN_LEG_LENGTH + 'On beam', min_length_req_sptd, min_length_sptd, + # get_pass_fail(min_length_req_sptd, min_length_sptd, 'leq')) + # self.report_check.append(t2) + # if self.connectivity == VALUES_CONN_1[0]: + # t2 = (DISP_MIN_WIDTH + 'On column', min_width_sptng, min_width_req_sptng, + # get_pass_fail(min_width_sptng, min_width_req_sptng, 'leq')) + # self.report_check.append(t2) + # t2 = (DISP_MIN_LEG_LENGTH + 'On column', min_length_req_sptng, min_length_sptng, + # get_pass_fail(min_length_req_sptng, min_length_sptng, 'leq')) + # self.report_check.append(t2) + + if self.bolt.design_status is True: + + t_sum = max(self.seated.thickness + self.supported_section.flange_thickness, + self.seated.thickness + self.supporting_section.flange_thickness) + else: + t_sum = max(self.plate.thickness_provided + self.supported_section.flange_thickness, + self.plate.thickness_provided + self.supporting_section.flange_thickness) + + if self.plate.thickness: + t1 = ('SubSection', 'Bolt Design Checks on Column', '|p{3cm}|p{5cm}|p{6.8cm}|p{1.2cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_D, '', self.bolt.bolt_diameter_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_GRD, '', self.bolt.bolt_PC_provided, '') + self.report_check.append(t1) + t1 = (KEY_DISP_PLTHICK, '', self.plate.thickness_provided, '') + self.report_check.append(t1) + t10 = (KEY_OUT_LARGE_GRIP, cl_10_3_3_2_large_grip_bolted_req(), + cl_10_3_3_2_large_grip_bolted_prov(t_sum, self.bolt.bolt_diameter_provided), + get_pass_fail(8 * self.bolt.bolt_diameter_provided, t_sum, 'greater')) + self.report_check.append(t10) + if self.bolt.design_status is True: + t6 = (DISP_NUM_OF_COLUMNS, '', self.bolt.bolt_col, '') + self.report_check.append(t6) + t7 = (DISP_NUM_OF_ROWS, row_col_limit(1,2,"rows"), self.bolt.bolt_row, + get_pass_fail(2, self.bolt.bolt_row, relation='geq')) + self.report_check.append(t7) + if self.bolt_dia_possible: + t1 = (DISP_MIN_PITCH, cl_10_2_2_min_spacing(self.bolt.bolt_diameter_provided), + self.bolt.min_pitch_round, + get_pass_fail(self.bolt.min_pitch, self.bolt.min_pitch_round, relation='leq')) + self.report_check.append(t1) + connecting_plates_tk = [self.plate.thickness_provided, self.supporting_section.flange_thickness] + t1 = (DISP_MAX_PITCH, cl_10_2_3_1_max_spacing(connecting_plates_tk,'pitch'), self.bolt.min_pitch_round, + get_pass_fail(self.bolt.max_spacing, self.bolt.min_pitch_round, relation='geq')) + self.report_check.append(t1) + + t3 = (DISP_MIN_END, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type,'end_dist'), + self.bolt.seated_angle_end_column, + get_pass_fail(self.bolt.min_end_dist, self.bolt.seated_angle_end_column, relation='leq')) + self.report_check.append(t3) + t4 = ( + DISP_MAX_END, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, self.bolt.corrosive_influences,'end_dist'), + self.bolt.seated_angle_end_column, + get_pass_fail(self.bolt.max_end_dist, self.bolt.seated_angle_end_column, relation='geq')) + self.report_check.append(t4) + t3 = ( + DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type, parameter='edge_dist'), + self.bolt.seated_angle_edge_column, + get_pass_fail(self.bolt.min_edge_dist, self.bolt.seated_angle_edge_column, relation='leq')) + self.report_check.append(t3) + t4 = (DISP_MAX_EDGE, cl_10_2_4_3_max_edge_end_dist(self.bolt_conn_plates_t_fu_fy, + self.bolt.corrosive_influences, parameter='edge_dist'), + self.bolt.seated_angle_edge_column, + get_pass_fail(self.bolt.max_edge_dist, self.bolt.seated_angle_edge_column, relation="geq")) + self.report_check.append(t4) + + # g1 = 2 * (self.bolt.min_end_dist + self.supported_section.root_radius) + self.supported_section.web_thickness + # if self.connectivity == VALUES_CONN_1[0]: + # g2 = round(2 * (self.bolt.min_end_dist + self.supporting_section.root_radius) + # + self.supporting_section.web_thickness, 2) + # else: + # g_min = g1 + # + # t1 = (DISP_MIN_GAUGE, end_plate_gauge(self.connectivity, self.bolt.min_end_dist, self.supported_section.root_radius, + # self.supported_section.web_thickness, + # self.supporting_section.web_thickness, + # self.supporting_section.root_radius,module='Seated Angle'), + # self.bolt.gauge_provided, + # get_pass_fail(g_min, self.bolt.gauge_provided, relation='leq')) + # self.report_check.append(t1) + + V_b = round(self.bolt.bolt_force, 2) + bolt_capacity_disp = round(self.bolt.bolt_capacity / 1000, 2) + if self.bolt.bolt_type == TYP_BEARING: + shear_cap_kn = round(self.bolt.bolt_shear_capacity / 1000, 2) + t1 = (KEY_OUT_DISP_BOLT_SHEAR, '', cl_10_3_3_bolt_shear_capacity(self.bolt.bolt_fu, 1, self.bolt.bolt_net_area, + self.bolt.gamma_mb, shear_cap_kn), + '') + self.report_check.append(t1) + t8 = (KEY_DISP_KB, " ", + cl_10_3_4_calculate_kb(self.bolt.min_end_dist_round, self.bolt.min_pitch_round, self.bolt.dia_hole, + self.bolt.bolt_fu, self.bolt.fu_considered), '') + self.report_check.append(t8) + kb = self.bolt.calculate_kb(self.bolt.min_end_dist_round, self.bolt.min_pitch_round, self.bolt.dia_hole, + self.bolt.bolt_fu, self.bolt.fu_considered) + bolt_bearing_capacity_disp = round(self.bolt.bolt_bearing_capacity / 1000, 2) + + t2 = ( + KEY_OUT_DISP_BOLT_BEARING, '', cl_10_3_4_bolt_bearing_capacity(kb, self.bolt.bolt_diameter_provided, + self.bolt_conn_plates_t_fu_fy, self.bolt.gamma_mb, + bolt_bearing_capacity_disp), '') + self.report_check.append(t2) + + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), + n=self.bolt.bolts_required, T_ba=V_b, + load='shear'), + cl_10_3_2_bolt_capacity(shear_cap_kn, bolt_bearing_capacity_disp, + bolt_capacity_disp), + '') + self.report_check.append(t3) + else: + kh_disp = round(self.bolt.kh, 2) + t4 = (KEY_OUT_DISP_BOLT_SLIP_DR, '', + cl_10_4_3_HSFG_bolt_capacity(mu_f=self.bolt.mu_f, n_e=1, K_h=kh_disp, fub=self.bolt.bolt_fu, + Anb=self.bolt.bolt_net_area, gamma_mf=self.bolt.gamma_mf, + capacity=bolt_capacity_disp), '') + self.report_check.append(t4) + + t3 = (KEY_OUT_DISP_BOLT_CAPACITY, force_in_bolt_due_to_load(P=round(self.load.shear_force, 2), + n=self.bolt.bolts_required, T_ba=V_b, + load='shear'), bolt_capacity_disp, + '') + self.report_check.append(t3) + + + + t5 = (KEY_OUT_DISP_BOLT_CAPACITY, V_b, bolt_capacity_disp, + get_pass_fail(V_b, bolt_capacity_disp,relation="lesser")) + self.report_check.append(t5) + + t1 = ('SubSection', 'Detailing Check', '|p{4cm}|p{6.5cm}|p{4.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + + width_req_sptd = round(4 * self.bolt.min_end_dist_round + self.supported_section.web_thickness + \ + self.supported_section.root_radius * 2, 2) + length_req_sptng = round( + (2 * self.bolt.min_end_dist_round + (self.bolt.bolt_row - 1) * self.bolt.min_pitch_round) + \ + self.seated.thickness + self.seated.root_radius, 2) + + prov_length_sptng = self.seated.leg_a_length + # prov_width_sptng = self.seated.width + if self.connectivity == VALUES_CONN_1[0]: + width_req_sptng = round(4 * self.bolt.min_end_dist_round + self.supporting_section.web_thickness + \ + self.supporting_section.root_radius * 2 + ( + self.bolt.bolt_col / 2 - 1) * self.bolt.min_gauge_round, 2) + prov_width_sptng = self.supporting_section.flange_width + t2 = (DISP_MIN_WIDTH + ' (on column)', width_req_sptng_seated(self.bolt.min_end_dist_round, + self.supporting_section.web_thickness, + self.supporting_section.root_radius, + self.bolt.bolt_col,self.bolt.min_gauge_round,width_req_sptng), prov_width_sptng, + get_pass_fail(width_req_sptng, prov_width_sptng, 'leq')) + self.report_check.append(t2) + + prov_width_sptd = self.supported_section.flange_width + #TODO: write detailed formulae for required and provided + + t2 = (DISP_MIN_WIDTH + ' (on beam)', width_req_sptd_seated(self.bolt.min_end_dist_round, + self.supporting_section.web_thickness, + self.supporting_section.root_radius,width_req_sptd), prov_width_sptd, + get_pass_fail(width_req_sptd, prov_width_sptd, 'leq')) + self.report_check.append(t2) + t2 = (DISP_MIN_LEG_LENGTH + ' (on column)', length_req_sptng_seated(self.bolt.min_end_dist_round,self.bolt.bolt_row, + self.bolt.min_pitch_round,self.seated.thickness, + self.seated.root_radius,length_req_sptng), prov_length_sptng, + get_pass_fail(length_req_sptng, prov_length_sptng, 'leq')) + self.report_check.append(t2) + else: + if self.connectivity == VALUES_CONN_1[0]: + width_req_sptng = round(4 * self.bolt.min_edge_dist_round + self.supporting_section.web_thickness + \ + self.supporting_section.root_radius * 2, 2) + prov_width_sptng = self.supporting_section.flange_width + t2 = (DISP_MIN_WIDTH + ' (on column)', seated_width_req(width_req_sptng), + seated_width_prov(prov_width_sptng), get_pass_fail(width_req_sptng, prov_width_sptng, 'leq')) + self.report_check.append(t2) + + width_req_sptd = round(4 * self.bolt.min_edge_dist_round + self.supported_section.web_thickness + \ + self.supported_section.root_radius * 2, 2) + + prov_width_sptd = self.supported_section.flange_width + self.bolt.d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt.bolt_diameter_provided, self.bolt.bolt_hole_type) + t3 = (DISP_MIN_EDGE, cl_10_2_4_2_min_edge_end_dist(self.bolt.d_0, self.bolt.edge_type, parameter='edge_dist'),'','') + self.report_check.append(t3) + + t2 = (DISP_MIN_WIDTH + ' (on beam)', seated_width_req(width_req_sptd), + seated_width_prov(prov_width_sptd),get_pass_fail(width_req_sptd, prov_width_sptd, 'leq')) + self.report_check.append(t2) + + t1 = ('SubSection', 'Seated Angle Checks', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + if self.bolt.plate_thk_status is False and self.plate.thickness: + t2 = ('Thickness of Seated Angle', '', self.plate.thickness_provided, '') + self.report_check.append(t2) + self.seated.thickness = self.plate.thickness_provided + else: + t2 = (KEY_DISP_DESIGNATION, '', self.seated.designation, '') + self.report_check.append(t2) + + self.b1 = round(IS800_2007.cl_8_7_1_3_stiff_bearing_length(self.load.shear_force, + self.supported_section.web_thickness, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.fy),2) + # Distance from the end of bearing on seated angle horizontal leg to root angle OR A TO B in Fig 5.31 in Prof N. Subramanian's book + self.b2 = round(max(self.b1 + self.plate.gap - self.seated.thickness - self.seated.root_radius, 0.0),2) + + if self.b2 == 0.0: + self.plate.moment_demand = 0.0 + elif self.b2 <= self.b1: + self.plate.moment_demand = round( + float(self.load.shear_force) * (self.b2 / self.b1) * (self.b2 / 2) / 1E3, 3) + else: + self.plate.moment_demand = round(float(self.load.shear_force) * (self.b2 - self.b1 / 2) / 1E3, 3) + + Z_p = (self.supported_section.flange_width + 20) * self.seated.thickness ** 2 / 4 + Z_e = (self.supported_section.flange_width + 20) * self.seated.thickness ** 2 / 6 + self.plate.moment_capacity = round( + float(IS800_2007.cl_8_2_1_2_design_moment_strength(Z_e, Z_p, self.seated.fy, 'plastic')) / 1E6, 3) + h = self.seated_angle.width + t = self.seated.thickness + area = self.seated_angle.width * self.seated.thickness + self.plate.shear_capacity = round(float(IS800_2007.cl_8_4_design_shear_strength(area, self.seated.fy)) / 1E3, 3) + + + + t2 = (KEY_DISP_SHEAR_CAPACITY, self.load.shear_force, cl_8_4_shear_yielding_capacity_member(h=h, t=t, f_y=self.seated.fy, gamma_m0=gamma_m0, + V_dg=self.plate.shear_capacity),'') + self.report_check.append(t2) + red_shear_capacity_angle = round(0.6 * self.plate.shear_capacity,2) + t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + allow_shear_capacity(self.plate.shear_capacity, red_shear_capacity_angle), + get_pass_fail(self.load.shear_force, red_shear_capacity_angle, + relation="lesser")) + self.report_check.append(t1) + + + t2 = (KEY_DISP_BEARING_LENGTH, '',bearing_length(self.load.shear_force, + self.supported_section.web_thickness, + self.supported_section.flange_thickness, + self.supported_section.root_radius, + self.supported_section.fy,gamma_m0,self.seated.thickness,self.seated.root_radius,self.plate.gap),'') + self.report_check.append(t2) + + min_leg = self.b1 + self.plate.gap + t2 = ('Minimum Leg Length (mm)', min_angle_leg_length_bearing(self.b1, self.plate.gap), self.seated.leg_a_length, + get_pass_fail(min_leg,self.seated.leg_a_length,'leq')) + self.report_check.append(t2) + + t2 = (KEY_DISP_MOM_CAPACITY, moment_demand_SA(self.b1,self.b2,self.load.shear_force,self.plate.moment_demand), + cl_8_2_1_2_plastic_moment_capacity_member(beta_b=1.0, + Z_p=Z_p, f_y=self.seated.fy, + gamma_m0=gamma_m0, + Pmc=round(self.plate.moment_capacity, 2)), + get_pass_fail(self.plate.moment_demand, self.plate.moment_capacity, relation='lesser')) + self.report_check.append(t2) + + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('Seated Angle', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + from PySide6.QtCore import Qt + for chkbox in ui.cad_comp_widget.children(): + if chkbox.objectName() == 'Seated Angle': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("SeatAngle", bgcolor) diff --git a/design_type/connection/shear_connection.py b/osdag_core/design_type/connection/shear_connection.py similarity index 92% rename from design_type/connection/shear_connection.py rename to osdag_core/design_type/connection/shear_connection.py index 2ea654d3f..6f60d0cd5 100644 --- a/design_type/connection/shear_connection.py +++ b/osdag_core/design_type/connection/shear_connection.py @@ -1,11 +1,12 @@ -from design_type.connection.connection import Connection -from utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column, ISection -from utils.common.Section_Properties_Calculator import Single_Angle_Properties -from Common import * -from utils.common.load import Load -from utils.common.material import Material -from utils.common.common_calculation import * -from utils.common.is800_2007 import IS800_2007 +from .connection import Connection +from ...utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column, ISection +from ...utils.common.Section_Properties_Calculator import Single_Angle_Properties +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.material import Material +from ...utils.common.common_calculation import * +from ...utils.common.is800_2007 import IS800_2007 +from importlib.resources import files class ShearConnection(Connection): @@ -231,7 +232,7 @@ def tab_angle_section(self, input_dictionary): return section - def get_Angle_sec_properties(self): + def get_Angle_sec_properties(self, arg): # print(self,profile,"shxv") # print(self, "shxv") if '' in self: @@ -255,9 +256,9 @@ def get_Angle_sec_properties(self): image = '' else: - a = float(self[0]) - b = float(self[1]) - t = float(self[2]) + a = float(arg[0]) + b = float(arg[1]) + t = float(arg[2]) l = None sec_prop = Single_Angle_Properties() @@ -307,10 +308,10 @@ def get_Angle_sec_properties(self): return d - def get_new_angle_section_properties(self): + def get_new_angle_section_properties(self, arg): - designation = self[0] - material_grade = self[1] + designation = arg[0] + material_grade = arg[1] Angle_attributes = Angle(designation, material_grade) @@ -390,7 +391,7 @@ def get_values_for_design_pref(self, key, design_dictionary): else: fu = '' - val = {KEY_DP_BOLT_TYPE: "Pretensioned", + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', KEY_DP_BOLT_HOLE_TYPE: "Standard", KEY_DP_BOLT_SLIP_FACTOR: str(0.3), KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, @@ -430,9 +431,9 @@ def customized_input(self): list1.append(t3) return list1 - def fn_conn_suptngsec_lbl(self): + def fn_conn_suptngsec_lbl(self, input): - conn = self[0] + conn = input[0] if conn in VALUES_CONN_1: return KEY_DISP_COLSEC elif conn in VALUES_CONN_2: @@ -440,9 +441,9 @@ def fn_conn_suptngsec_lbl(self): else: return '' - def fn_conn_suptdsec_lbl(self): + def fn_conn_suptdsec_lbl(self, input): - conn = self[0] + conn = input[0] if conn in VALUES_CONN_1: return KEY_DISP_BEAMSEC elif conn in VALUES_CONN_2: @@ -450,36 +451,36 @@ def fn_conn_suptdsec_lbl(self): else: return '' - def fn_conn_suptngsec(self): + def fn_conn_suptngsec(self, input): - conn = self[0] + conn = input[0] if conn in VALUES_CONN_1: - return connectdb("Columns") + return VALUE_BEAM_COL elif conn in VALUES_CONN_2: - return connectdb("Beams") + return VALUE_BEAM_COL else: return [] - def fn_conn_suptdsec(self): + def fn_conn_suptdsec(self, input): - conn = self[0] + conn = input[0] if conn in VALUES_CONN: - return connectdb("Beams") + return VALUE_BEAM_COL else: return [] - def fn_conn_image(self): - - conn = self[0] + def fn_conn_image(self, input): + conn = input[0] if conn == VALUES_CONN[0]: - return './ResourceFiles/images/fin_cf_bw.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cf_bw.png")) elif conn == VALUES_CONN[1]: - return './ResourceFiles/images/fin_cw_bw.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_cw_bw.png")) elif conn in VALUES_CONN_2: - return './ResourceFiles/images/fin_beam_beam.png' + return str(files("osdag_core.data.ResourceFiles.images").joinpath("fin_beam_beam.png")) else: return '' + def input_value_changed(self): lst = [] @@ -510,9 +511,9 @@ def input_value_changed(self): return lst - def out_bolt_bearing(self): + def out_bolt_bearing(self, arg): - bolt_type = self[0] + bolt_type = arg[0] if bolt_type != TYP_BEARING: return True else: @@ -525,12 +526,11 @@ def warn_text(self): """ # @author Arsil Zunzunia - global logger red_list = red_list_function() if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") def set_input_values(self, design_dictionary): @@ -581,4 +581,5 @@ def member_capacity(self): self.supported_section.tension_yielding_capacity, self.load.axial_force) self.supporting_section.tension_yielding_capacity = IS800_2007.cl_6_2_tension_yielding_strength(self.supporting_section.area, - self.supporting_section.fy) \ No newline at end of file + self.supporting_section.fy) + \ No newline at end of file diff --git a/osdag_core/design_type/connection/truss_connection.py b/osdag_core/design_type/connection/truss_connection.py new file mode 100644 index 000000000..1300bc28b --- /dev/null +++ b/osdag_core/design_type/connection/truss_connection.py @@ -0,0 +1,47 @@ +from .connection import Connection +from ...utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column, ISection +from ...utils.common.Section_Properties_Calculator import Single_Angle_Properties +from ...Common import * +from ...utils.common.load import Load +from ...utils.common.material import Material +from ...utils.common.common_calculation import * +from ...utils.common.is800_2007 import IS800_2007 + + +class TrussConnection(Connection): + def __init__(self): + super(TrussConnection, self).__init__() + + ############################ + # Design Preferences functions + ############################ + + @staticmethod + def pltthk_customized(): + a = VALUES_PLATETHK_CUSTOMIZED + return a + + @staticmethod + def grdval_customized(): + b = VALUES_GRD_CUSTOMIZED + return b + + @staticmethod + def diam_bolt_customized(): + c = connectdb1() + return c + + def customized_input(self): + list1 = [] + t1 = (KEY_GRD, self.grdval_customized) + list1.append(t1) + t2 = (KEY_PLATETHK, self.pltthk_customized) + list1.append(t2) + t3 = (KEY_D, self.diam_bolt_customized) + list1.append(t3) + return list1 + + def input_value_changed(self): + + lst = [] + return lst diff --git a/osdag_core/design_type/connection/truss_connection_bolted.py b/osdag_core/design_type/connection/truss_connection_bolted.py new file mode 100644 index 000000000..b9e438a39 --- /dev/null +++ b/osdag_core/design_type/connection/truss_connection_bolted.py @@ -0,0 +1,1469 @@ +from .truss_connection import TrussConnection +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.component import * +from ...utils.common.material import * +from ...Report_functions import * +import logging + + +class TrussConnectionBolted(TrussConnection): + + def __init__(self): + super(TrussConnectionBolted, self).__init__() + + def tab_list(self): + tabs = [] + + return tabs + + def tab_value_changed(self): + change_tab = [] + + return change_tab + + def input_dictionary_design_pref(self): + design_input = [] + + return design_input + + def input_dictionary_without_design_pref(self): + design_input = [] + + return design_input + + # Setting up logger and Input and Output Docks + #################################### + + def set_osdaglogger(key): + + global logger + logger = logging.getLogger('Osdag') + + logger.setLevel(logging.DEBUG) + handler = logging.StreamHandler() + formatter = logging.Formatter( + fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + + handler.setFormatter(formatter) + logger.addHandler(handler) + handler = logging.FileHandler('logging_text.log') + + formatter = logging.Formatter( + fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + if key is not None: + handler = OurLog(key) + formatter = logging.Formatter( + fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + @staticmethod + def module_name(): + return KEY_DISP_TRUSS_BOLTED + + def member(self, status): + member = [] + + return member + + def input_values(self): + ''' + Fuction to return a list of tuples to be displayed as the UI.(Input Dock) + + e.g. + t = (Key, Key_display, Type, existing_val, Current_Value, enabled/disabled, Validator_type) + ''' + + self.module = KEY_DISP_TRUSS_BOLTED + + options_list = [] + + t16 = (KEY_MODULE, KEY_DISP_TRUSS_BOLTED, + TYPE_MODULE, None, True, 'No Validator') + options_list.append(t16) + + t0 = (KEY_MEMBERS, KEY_DISP_MEMBERS, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_MEMBERS, True, 'No Validator') + options_list.append(t0) + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t00 = (KEY_TABLE, '', TYPE_TABLE_IN, None, True, 'No Validator') + options_list.append(t00) + + t9 = (None, DISP_TITLE_BOLT, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t9) + + t10 = (KEY_D, KEY_DISP_D, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_D, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_TYP, KEY_DISP_TYP, TYPE_COMBOBOX, + VALUES_TYP, True, 'No Validator') + options_list.append(t11) + + t15 = (KEY_COF, KEY_DISP_COF, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t15) + + t12 = (KEY_GRD, KEY_DISP_GRD, TYPE_COMBOBOX_CUSTOMIZED, + VALUES_GRD, True, 'No Validator') + options_list.append(t12) + + t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t13) + + t14 = (KEY_PLATETHK, KEY_DISP_PLATETHK, + TYPE_COMBOBOX_CUSTOMIZED, VALUES_D, True, 'No Validator') + options_list.append(t14) + + return options_list + + def spacing(self, status): + + spacing = [] + + return spacing + + def summary(self, status): + summary = [] + + t1 = (KEY_TABLE, '', TYPE_TABLE_OU, '') + summary.append(t1) + + return summary + + def output_values(self, flag): + ''' + Fuction to return a list of tuples to be displayed as the UI.(Output Dock) + ''' + + # @author: Umair + + out_list = [] + + t1 = (None, "Bolt Design Summary", TYPE_TITLE, None, True) + out_list.append(t1) + + t00 = (KEY_TABLE, '', TYPE_TABLE_OU, None, True, 'No Validator') + out_list.append(t00) + + t2 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, + ['Spacing Details', self.spacing], True) + out_list.append(t2) + + t3 = (None, "Gusset Plate Detail", TYPE_TITLE, None, True) + out_list.append(t3) + + t4 = (KEY_TABLE, '', TYPE_TABLE_GUS, None, True, 'No Validator') + out_list.append(t4) + + return out_list + + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t2 = ('Beam', self.call_3DBeam) + components.append(t2) + + t3 = ('Column', self.call_3DColumn) + components.append(t3) + + t4 = ('Truss Connection Bolted', self.call_3DPlate) + components.append(t4) + + return components + + def call_3DPlate(self, ui, bgcolor): + from PySide6.QtWidgets import QCheckBox + from PySide6.QtCore import Qt + for chkbox in ui.frame.children(): + if chkbox.objectName() == 'Truss Connection Bolted': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(Qt.Unchecked) + # ui.commLogicObj.display_3DModel("Plate", bgcolor) + + +# # Author: Devesh Kumar +# +# from utils.common.component import Bolt +# import copy +# from utils.common.common_calculation import * +# import math +# from utils.common.is800_2007 import IS800_2007 +# +# """ ======The input values start here====== """ +# +# """ These values are to be extracted from the input provided by the users """ +# no_of_members = 4 +# """ this number of members info is not being used directly in the code """ +# +# """ List of details of members +# i.e.[section_profile, conn_part_width(mm), conn_part_t(mm), fu_memb(MPa), fy_memb(MPa), member_type, +# angle from x-axis(in deg), gross area(mm2), h1(mm)] +# here h1(mm) is the width available for bolt accommodation = conn_part_width - t_flanges - root_radi +# starting from 1st member and proceeding one by one. +# member_type means 'tension' or 'compression' or 'compression_butting' (str) """ +# # be careful while connecting the input values of gross area of back to back members (2Area) and star-angles(1 Area with +# # halved load) +# member_details = [['Back to Back Angles', 80, 10, 410, 250, 'tension', 0, 3000, 62], +# ['Back to Back Angles', 70, 10, 410, 250, 'tension', 180, 2600, 53], +# ['Angles', 75, 8, 410, 250, 'tension', 240, 1140, 55], +# ['Angles', 60, 6, 410, 250, 'tension', 270, 684, 47.5], +# ] +# +# #['Angles', 75, 8, 410, 250, 'compression', 180, 938, 55.5], +# #['Angles', 65, 6, 410, 250, 'compression', 225, 625, 53], +# #['Angles', 80, 8, 410, 250, 'tension', 270, 978, 65], +# #['Angles', 65, 8, 410, 250, 'tension', 315, 817, 51], +# #] +# +# """ here type of bolt may be 'Bearing' or 'Friction'. It is also mandatory to connect the input values such that +# the values inside the 'grade' and the 'Diameter'(mm) key are in ascending order to avoid any unforeseen error +# here grade can be like [4.6, 4.8, 6.8], Diameter like [8, 10, 12, 20, 32] """ +# bolts_details = {'type': 'Bearing', 'grade': [4.6], 'Diameter': [10, 12], 'mu_f': 0.2} +# +# """List of the input of the [thickness, fu_plate, fy_plate] of gusset plate""" +# """ Note that currently at least one plate should be having thickness grater than the thickness of any of the members +# in the input """ +# plate_details = [[6, 410, 250], +# [8, 410, 250], +# [12, 410, 250] +# ] +# +# +# """ List of axial load (in KN) on the members starting from 1st member and proceeding one by one """ +# # beware of connecting the load inputs of star angles. the load should be divided by 2 because further design will be +# # done considering one of the angles of star angle as a single angle but whitmore width will consider both angles +# load_details = [225, 180, 110, 75] +# +# """ ======The input values end here====== """ +# +# +# class bolt_general(): +# def __init__(self, grade, bolt_dia, connection_plates_t_fu_fy, connection_plates_t, member_detail): +# self.grade = grade +# self.bolt_dia = bolt_dia +# """ conn_plates_t_fu_fy - List of tuples with plate thicknesses in mm, fu in MPa, fy in MPa (list of tuples)""" +# self.connection_plates_t_fu_fy = connection_plates_t_fu_fy +# """ connection_plates_t - List or tuple of thicknesses in mm of connected plates, the first entry being the +# thickness of gusset plate""" +# self.connection_plates_t = connection_plates_t +# """ example of member_detail - ['Angles', 70, 8, 410, 250, 'tension', 0, 858, 55.5] """ +# self.member_detail = member_detail +# self.bolt_hole_dia = IS800_2007.cl_10_2_1_bolt_hole_size(bolt_dia, 'Standard') +# self.fu_b = bolt_general.f_u_bolt(grade=grade, bolt_dia=bolt_dia) +# self.min_edge_dist = IS800_2007.cl_10_2_4_2_min_edge_end_dist(d=self.bolt_dia, bolt_hole_type='Standard', +# edge_type='Sheared or hand flame cut') +# self.max_edge_dist = IS800_2007.cl_10_2_4_3_max_edge_dist(self.connection_plates_t_fu_fy, False) +# self.max_spacing = IS800_2007.cl_10_2_3_1_max_spacing(self.connection_plates_t) +# self.min_pitch = IS800_2007.cl_10_2_2_min_spacing(d=bolt_dia) +# self.max_pitch = IS800_2007.cl_10_2_3_2_max_pitch_tension_compression(d=bolt_dia, +# plate_thicknesses=self.connection_plates_t, +# member_type=self.member_detail[5]) +# self.pitch_provided = min(round_up(self.min_pitch, 5), round_down(self.max_pitch, 5)) +# self.edge_dist_provided = min(round_up(self.min_edge_dist, 5), round_down(self.max_edge_dist, 5)) +# self.n_n = bolt_general.get_n_n(section_profile=self.member_detail[0]) +# self.a_nb = bolt_general.get_a_nb(bolt_dia=self.bolt_dia) +# self.a_sb = round(math.pi / 4 * bolt_dia ** 2) +# +# +# @staticmethod +# def get_n_n(section_profile): +# """This will provide the number of shear planes intercepting the bolt. +# the connection location will be specified by the user in each of the member case""" +# if section_profile in ['Angles', 'Channels', 'Star Angles']: +# return 1 +# elif section_profile in ['Back to Back Angles', 'Back to Back Channels']: +# return 2 +# +# @staticmethod +# def get_a_nb(bolt_dia): +# return round(0.78 * math.pi / 4 * bolt_dia ** 2, 2) +# +# @staticmethod +# def f_u_bolt(grade, bolt_dia): +# """returns the ultimate strength of the bolt as per Table -1 of IS 800: 2007""" +# grade = float(grade) +# bolt_dia = float(bolt_dia) +# +# if grade == 8.8 and bolt_dia <= 16: +# return 800 +# elif grade == 8.8: +# return 830 +# else: +# fu_data = {3.6: 330, 4.6: 400, 4.8: 420, 5.6: 500, 5.8: 520, 6.8: 600, 9.8: 900, 10.9: 1040, 12.9: 1220} +# return fu_data[grade] +# +# @staticmethod +# def cl_10_2_1_bolt_hole_size(d, bolt_hole_type='Standard'): +# """Calculate bolt hole diameter as per Table 19 of IS 800:2007 +# Args: +# d - Nominal diameter of fastener in mm (float) +# bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) +# Returns: +# bolt_hole_size - Diameter of the bolt hole in mm (float) +# Note: +# Reference: +# IS 800, Table 19 (Cl 10.2.1) +# TODO:ADD KEY_DISP for for Standard/oversize etc and replace these strings +# """ +# table_19 = { +# "12-14": {'Standard': 1.0, 'Over-sized': 3.0, 'short_slot': 4.0, 'long_slot': 2.5}, +# "16-22": {'Standard': 2.0, 'Over-sized': 4.0, 'short_slot': 6.0, 'long_slot': 2.5}, +# "24": {'Standard': 2.0, 'Over-sized': 6.0, 'short_slot': 8.0, 'long_slot': 2.5}, +# "24+": {'Standard': 3.0, 'Over-sized': 8.0, 'short_slot': 10.0, 'long_slot': 2.5} +# } +# +# d = int(d) +# +# if d < 12: +# clearance = 0 +# elif d <= 14: +# clearance = table_19["12-14"][bolt_hole_type] +# elif d <= 22: +# clearance = table_19["16-22"][bolt_hole_type] +# elif d <= 24: +# clearance = table_19["24"][bolt_hole_type] +# else: +# clearance = table_19["24+"][bolt_hole_type] +# if bolt_hole_type == 'long_slot': +# bolt_hole_size = (clearance + 1) * d +# else: +# bolt_hole_size = clearance + d +# return bolt_hole_size +# +# +# class bearing_bolt(bolt_general): +# def __init__(self, grade, bolt_dia, connection_plates_t_fu_fy, connection_plates_t, member_detail, joint_length=0): +# super().__init__(grade, bolt_dia, connection_plates_t_fu_fy, connection_plates_t, member_detail) +# # joint_length(lj) is the distance between the first and the last row of joint in the direction of load +# self.joint_length = joint_length +# self.beta_lj = IS800_2007.cl_10_3_3_1_bolt_long_joint(d=self.bolt_dia, l_j=self.joint_length) +# # considering no packing plates to be used in the gusset connection, taking beta_pkg = 1 +# self.beta_pkg = 1 +# self.grip_length = sum(self.connection_plates_t) +# self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(d=self.bolt_dia, l_g=self.grip_length, +# l_j=self.joint_length) +# self.t_bearing = min(self.connection_plates_t[0], (sum(self.connection_plates_t) - self.connection_plates_t[0])) +# +# def bearing_bolt_design_capacity(self): +# v_dsb = self.beta_lj * self.beta_lg * self.beta_pkg * \ +# IS800_2007.cl_10_3_3_bolt_shear_capacity(f_ub=self.fu_b, A_nb=self.a_nb, A_sb=self.a_sb, n_n=self.n_n) +# v_dpb = IS800_2007.cl_10_3_4_bolt_bearing_capacity(f_u=self.member_detail[3], f_ub=self.fu_b, t=self.t_bearing, +# d=self.bolt_dia, e=self.edge_dist_provided, +# p=self.pitch_provided, bolt_hole_type='Standard') +# +# v_db = min(v_dsb, v_dpb) +# return round(v_db/1000, 3) +# +# +# class friction_bolt(bolt_general): +# def __init__(self, grade, bolt_dia, connection_plates_t_fu_fy, connection_plates_t, member_detail, mu_f=0.2): +# super().__init__(grade, bolt_dia, connection_plates_t_fu_fy, connection_plates_t, member_detail) +# self.mu_f = mu_f +# +# def friction_bolt_design_capacity(self): +# v_dsf = IS800_2007.cl_10_4_3_bolt_slip_resistance(f_ub=self.fu_b, A_nb=self.a_nb, n_e=self.n_n, +# mu_f=self.mu_f, bolt_hole_type='Standard', +# slip_resistance='ultimate_load') +# return round(v_dsf[0]/1000, 3) +# +# +# """ creating some miscellaneous functions to be used in this module """ +# def sort_abs_desc(lst): +# """ +# Sort a list of integers in descending order of their absolute values. +# Return two lists: the sorted list of absolute values, and the corresponding indexes in the input list. +# """ +# # Create a list of tuples (value, index) to keep track of the original indexes +# lst_with_index = [(abs(xy), ij) for ij, xy in enumerate(lst)] +# # Sort the list of tuples in descending order of the absolute values +# sorted_lst_with_index = sorted(lst_with_index, reverse=True) +# # Create the two output lists by extracting the values and indexes from the sorted tuples +# sorted_abs_lst = [xy[0] for xy in sorted_lst_with_index] +# sorted_index_lst = [xy[1] for xy in sorted_lst_with_index] +# return sorted_abs_lst, sorted_index_lst +# +# +# """ function to sort two list w.r.t first list by parallel iteration """ +# def sort_two_lists(list1, list2): +# """ +# Sort the first list in ascending order and return the corresponding +# values in the second list. +# """ +# sorted_list1, sorted_list2 = zip(*sorted(zip(list1, list2))) +# return list(sorted_list1), list(sorted_list2) +# +# """ function to sort 5 lists w.r.t the first one""" +# def sort_five_lists(list1, list2, list3, list4, list5): +# """ +# Sort the first list in ascending order and return the corresponding +# values in the second, third, fourth, and fifth lists. +# """ +# sorted_lists = sorted(zip(list1, list2, list3, list4, list5)) +# sorted_list1, sorted_list2, sorted_list3, sorted_list4, sorted_list5 = zip(*sorted_lists) +# return list(sorted_list1), list(sorted_list2), list(sorted_list3), list(sorted_list4), list(sorted_list5) +# +# +# """ creating a function to get the clearance distance d from the origin of any member """ +# def get_clearance_d(alpha ,p0 , p1): +# if alpha == 180: +# return 2.5 +# elif alpha < 180: +# alpha = math.radians(alpha) +# c = p0/p1 +# c1 = (c*math.sin(alpha))/(1+c*math.cos(alpha)) +# beta = math.atan(c1) +# d = p0/math.tan(beta) +# return round_up(d, 5) +# # increased the calculated value by 5mm to provide some space between members on the plate +# elif alpha > 180: +# return +# +# +# """ function to get quadrant from a given angle """ +# def get_quadrant(angle): +# if 0 <= angle <= 90: +# return 1 +# elif 90 < angle <= 180: +# return 2 +# elif 180 < angle < 270: +# return 3 +# elif 270 <= angle <= 360: # actually 360 = 0 therefore input should not accept 360 instead that 0 should be input +# return 4 +# +# +# """function to get included angle where included angle is the angle less than 180degrees between two lines. no need to +# worry about the sequence of the angles. the angles should be positive and not greater than 360 """ +# +# +# def get_included_angle(theta1, theta2): +# if abs(theta1-theta2) <= 180: +# return abs(theta1-theta2) +# elif abs(theta1-theta2) > 180: +# return 360-abs(theta1-theta2) +# +# +# """ function to get the value of d - the clearance for all members""" +# # defining a function which take lists [a,b,angle] for previous and the current member respectively and return p,p1 +# def get_d(prev_memb_a_b_angle, current_memb_a_b_angle): +# quad1 = get_quadrant(prev_memb_a_b_angle[2]) +# quad2 = get_quadrant(current_memb_a_b_angle[2]) +# angle1 = prev_memb_a_b_angle[2] +# angle2 = current_memb_a_b_angle[2] +# a1 = prev_memb_a_b_angle[0] +# b1 = prev_memb_a_b_angle[1] +# a2 = current_memb_a_b_angle[0] +# b2 = current_memb_a_b_angle[1] +# inc_angle = get_included_angle(current_memb_a_b_angle[2], prev_memb_a_b_angle[2]) +# +# """ initialising and assigning p0 and p1 """ +# p0 = 1 +# p1 = 1 +# +# if quad1 == 1 and quad2 == 1: +# if angle1 < angle2: +# p0 = b2 +# p1 = a1 +# elif angle1 > angle2: +# p0 = a2 +# p1 = b1 +# elif quad1 == 2 and quad2 == 2: +# if angle1 < angle2: +# p0 = a2 +# p1 = b1 +# elif angle1 > angle2: +# p0 = b2 +# p1 = a1 +# elif quad1 == 3 and quad2 == 3: +# if angle1 < angle2: +# p0 = a2 +# p1 = b1 +# elif angle1 > angle2: +# p0 = b2 +# p1 = a1 +# elif quad1 == 4 and quad2 == 4: +# if angle1 < angle2: +# p0 = b2 +# p1 = a1 +# elif angle1 > angle2: +# p0 = a2 +# p1 = b1 +# elif quad1 == 1 and quad2 == 2: +# p0 = a2 +# p1 = a1 +# elif quad1 == 2 and quad2 == 3: +# p0 = a2 +# p1 = b1 +# elif quad1 == 3 and quad2 == 4: +# p0 = b2 +# p1 = b1 +# elif quad1 == 4 and quad2 == 1: +# p0 = b2 +# p1 = a1 +# elif quad1 == 1 and quad2 == 3: +# if abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) < 180: +# p0 = a2 +# p1 = a1 +# elif abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) > 180: +# p0 = b2 +# p1 = b1 +# elif quad1 == 2 and quad2 == 4: +# if abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) < 180: +# p0 = b2 +# p1 = b1 +# elif abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) > 180: +# p0 = a2 +# p1 = a1 +# elif quad1 == 3 and quad2 == 1: +# if abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) < 180: +# p0 = b2 +# p1 = b1 +# elif abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) > 180: +# p0 = a2 +# p1 = a1 +# elif quad1 == 4 and quad2 == 2: +# if abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) < 180: +# p0 = a2 +# p1 = a1 +# elif abs(current_memb_a_b_angle[2] - prev_memb_a_b_angle[2]) > 180: +# p0 = b2 +# p1 = b1 +# elif quad1 == 1 and quad2 == 4: +# p0 = a2 +# p1 = b1 +# elif quad1 == 2 and quad2 == 1: +# p0 = a2 +# p1 = a1 +# elif quad1 == 3 and quad2 == 2: +# p0 = b2 +# p1 = a1 +# elif quad1 == 4 and quad2 == 3: +# p0 = b2 +# p1 = b1 +# +# return get_clearance_d(inc_angle, p0, p1) +# +# +# """ function for rotation of angles. input will be list of tuples (x,y) which is to be rotated with same angle in +# anti-clock wise direction """ +# def rotate_points(points, angle): +# # Convert angle from degrees to radians +# angle = math.radians(angle) +# # Initialize empty list to store rotated points +# rotated_points = [] +# # Loop over input points +# for x, y in points: +# # Apply rotation formula to each point +# x_rotated = round((x * math.cos(angle) - y * math.sin(angle)), 2) +# y_rotated = round(x * math.sin(angle) + y * math.cos(angle), 2) +# # Add rotated point to list +# rotated_points.append((x_rotated, y_rotated)) +# # Return list of rotated points +# return rotated_points +# +# +# """ function to give sides of a polynomial""" +# def polygon_side_lengths(vertices): +# """ +# Takes a list of vertices of a polygon in the form of tuples and returns +# the length of each side of the polygon. +# """ +# side_lengths = [] +# n = len(vertices) +# for ijk in range(n): +# x__1, y__1 = vertices[ijk] +# x__2, y__2 = vertices[(ijk+1) % n] +# side_length = round(math.sqrt((x__2 - x__1)**2 + (y__2 - y__1)**2), 1) +# side_lengths.append(side_length) +# return side_lengths +# +# +# """ defining a function to get the design compressive strength of a gusset plate """ +# +# +# def gusset_design_comp_strength(whitmore_width_guss, sec_thick, clearance_d, fy_guss): +# """ radius of gyration taken as 0.2887*thickness considering buckling of rectangle section with +# whitmore_width and sec_thick(gusset plate thickness) as its dimension """ +# rad_gyr = 0.2887*sec_thick +# k_l = 2*clearance_d +# # here clearance_d is offset from origin and k is taken 2 considering 1st case of table 11(IS800:2007) +# mod_elasticity = 2*10**5 # Modulus of elasticity in MPa +# """ f_cc is Euler buckling stress """ +# f_cc = (math.pi**2*mod_elasticity)/((k_l/rad_gyr)**2) +# lembda_guss = (fy_guss/f_cc)**0.5 +# """ considering the section as the buckling class c as per table 10 of IS800:2007 and hence alpha = 0.49 """ +# alpha_guss = 0.49 +# phi_guss = 0.5*(1+alpha_guss*(lembda_guss-0.2)+lembda_guss**2) +# gamma_m0_guss = 1.1 +# f_cd = min((fy_guss/gamma_m0_guss)/(phi_guss+(phi_guss**2-lembda_guss**2)**0.5), fy_guss/gamma_m0_guss) +# p_d = round((f_cd * whitmore_width_guss * sec_thick)/1000, 3) # divided by 1000 to convert to KN +# return p_d +# +# +# def calculate_side_lengths(A): +# # Select every odd-numbered point starting from the third point +# odd_points = A[2:(len(A) - 2):2] +# +# # Select every even-numbered point starting from the fourth point +# even_points = A[3:(len(A) - 2):2] +# +# # Pair the odd-numbered points with the next even-numbered point +# pairs = zip(odd_points, even_points) +# +# # Calculate the distance between each pair of points and store them in a list +# lengths = [math.sqrt((x2 - x1) ** 2 + (y2 - y1) ** 2) for ((x1, y1), (x2, y2)) in pairs] +# +# return lengths +# +# +# def calculate_even_side_lengths(poly): +# # Calculate the total number of vertices +# n = len(poly) +# +# # Initialize an empty list to store the side lengths +# side_lengths = [] +# +# # Loop over every even-numbered vertex and calculate the distance to the next vertex +# for i in range(0, n, 2): +# x1, y1 = poly[i] +# x2, y2 = poly[(i + 1) % n] +# side_length = math.sqrt((x2 - x1) ** 2 + (y2 - y1) ** 2) +# side_lengths.append(side_length) +# +# return side_lengths +# +# +# """ starting the loop for the truss connection design. starting with selecting a thickness of a gusset plate and +# then for the same thickness all the joining members are designed for the available bolts. In the available bolts the +# bolts that can be suitably used will be stored and later the bolts common to all the members or most suitable +# bolt design will be selected""" +# +# """ starting with selecting and deciding the thicknesses of the gusset plate for which the loop has to run """ +# +# """ selecting the thickness of thickest connected member and for that first creating the list of thickness +# of all the connected members named member_thickness_iter """ +# member_thickness_iter = [] +# for i in range(len(member_details)): +# member_thickness_iter.append(member_details[i][2]) +# +# +# """Creating a list of input plate thickness having thickness greater than the max of thickness of all the members as it +# is a thumb rule to take the thickness of the gusset plate greater than the thickness of any connecting member +# plate_details_iter is a list - [gusset thickness, fu of gusset plate, fy of gusset plate] +# member_detail_iter - [section_profile, conn_part_width, conn_part_t, fu_memb, fy_memb, member_type, angle, A_g, h1] +# here h1(mm) is the width available for bolt accommodation = conn_part_width - t_flanges - root_radius """ +# plate_details_iter = [] +# for i in range(len(plate_details)): +# if plate_details[i][0] > max(tuple(member_thickness_iter)): +# plate_details_iter.append(plate_details[i]) +# +# large_grip1 = False +# safe_whitmore_section = True +# gusset_block_shear_failure = False +# mem_width_too_large = False +# """ Starting the loop of gusset plate """ +# for i in range(len(plate_details_iter)): +# selected_gusset = plate_details_iter[i] +# """ defining candidate_bolts_all to store the eligible bolts for all the members. it is as follows: +# candidate_bolts_all = [[candidate_bolt1 of member1],[candidate_bolt1 of member2],[candidate_bolt1 of member3]]""" +# candidate_bolts_all = [] +# +# """gusset_plate_t_fu_fy - [thickness, fu_plate, fy_plate] of gusset plate""" +# gusset_plate_t_fu_fy = plate_details_iter[i] +# +# design_load_all = [] +# +# for j in range(len(member_details)): +# """ candidate_bolts1 is the list which will store all the combination of diameter and grade of bolt which can +# be used for the connection of that member. It will be empty for every value of j. the assignment of this +# variable to an empty list will be done after adding this list to another list which stores such list for all +# the members. it will look as follows: +# candidate_bolts1 = [[recommended_bolt of 1st dia-grade combination], +# [recommended_bolt of 2nd dia-grade combination],[recommended_bolt of 3rd dia-grade combination],....]""" +# candidate_bolts1 = [] +# +# """ member_detail_iter is the variable having detail of that member +# e.g ['Angles', 70, 8, 410, 250, 'tension', 0, 858, 55.5] +# for which the iteration of the bolt design is to run """ +# member_detail_iter = member_details[j] +# +# """ member_t_fu_fy is the list of tuples of t, fu, fy of the member under consideration """ +# if member_detail_iter[0] in ['Angles', 'Channels', 'Star Angles']: +# member_t_fu_fy = [(member_detail_iter[2], member_detail_iter[3], member_detail_iter[4])] +# elif member_detail_iter[0] in ['Back to Back Angles', 'Back to Back Channels']: +# member_t_fu_fy = [(member_detail_iter[2], member_detail_iter[3], member_detail_iter[4])] * 2 +# +# """connection_plates_t_fu_fy_iter is the list of tuples of the plate and members containing +# their (thickness,fu,fy) like [(12, 410, 250), (8, 410, 250)]. The first tuple should be the detail of the +# gusset plate and the following are the member detail. Number of tuples will be 3 for back to back conn""" +# connection_plates_t_fu_fy_iter = [tuple(gusset_plate_t_fu_fy)] + member_t_fu_fy +# +# """note that the first entry i.e. the 0th index is the thickness of gusset and the subsequent are +# member e.g. thickness_connection_plates_t_iter = [12, 8]""" +# if member_detail_iter[0] in ['Angles', 'Channels', 'Star Angles']: +# thickness_connection_plates_t_iter = [connection_plates_t_fu_fy_iter[0][0], +# connection_plates_t_fu_fy_iter[1][0]] +# elif member_detail_iter[0] in ['Back to Back Angles', 'Back to Back Channels']: +# thickness_connection_plates_t_iter = [connection_plates_t_fu_fy_iter[0][0], +# connection_plates_t_fu_fy_iter[1][0], +# connection_plates_t_fu_fy_iter[2][0]] +# +# """ design_load_all is the list of load for which the members are being designed and design_load_iter is the +# load for which the member under the current loop has to be designed """ +# +# design_load_iter = round(max(abs(load_details[j]), ( +# 0.3 * IS800_2007.cl_6_2_tension_yielding_strength(member_detail_iter[7], +# member_detail_iter[4])/1000)), 3) +# +# design_load_all = design_load_all + [design_load_iter] +# +# """ bolt_dia_iter is a list having all the input bolt diameter e.g [8, 10, 12, 20, 32] """ +# bolt_dia_iter = bolts_details['Diameter'] +# bolt_grade_iter = bolts_details['grade'] +# for k in range(len(bolt_dia_iter)): +# bolt_dia1 = bolt_dia_iter[k] +# +# """ Now running a loop for every grade of bolts in the list of input grades of the bolt """ +# for l in range(len(bolt_grade_iter)): +# bolt_grade1 = bolt_grade_iter[l] +# +# """ creating an instance named bolt1 from the bearing bolt class or friction bolt class +# depending upon the input """ +# joint_len = 0 +# mu_f1 = 0.2 +# if bolts_details['type'] == 'Bearing': +# bolt1 = bearing_bolt(grade=bolt_grade1, bolt_dia=bolt_dia1, +# connection_plates_t_fu_fy=connection_plates_t_fu_fy_iter, +# connection_plates_t=thickness_connection_plates_t_iter, +# member_detail=member_detail_iter, joint_length=joint_len) +# else: +# bolt1 = friction_bolt(grade=bolt_grade1, bolt_dia=bolt_dia1, +# connection_plates_t_fu_fy=connection_plates_t_fu_fy_iter, +# connection_plates_t=thickness_connection_plates_t_iter, +# member_detail=member_detail_iter, mu_f=mu_f1) +# +# """ using large grip criteria as per Cl 10.3.3.2 of IS800:2007, ensuring the minimum dia bolt for which +# the loop should run """ +# large_grip1 = False +# if bolt_dia1 <= sum(thickness_connection_plates_t_iter) / 8: +# large_grip1 = True +# """ coming out of the bolt grade loop """ +# break +# +# """ Condition to ensure that the bolt dia selected will be able to be accommodated in the connected +# part of the member. number of bolt lines(no_rows) possible** = round_down((h1 - 2e_min)/gauge_dist) + 1 +# here for simplicity gauge dist has been taken as the pitch. +# Note - rows means bolt lines along the direction of load applied +# columns means bolt line perpendicular to the direction of load applied """ +# no_rows = round_down((member_detail_iter[8] - 2 * bolt1.edge_dist_provided) / bolt1.pitch_provided + 1) +# if no_rows < 1: +# """ coming out of the bolt grade loop """ +# break +# +# """ the edge distance, gauge and pitch used are represented as follows by edge_dist1, gauge1 +# and pitch1 . edge_dist2 is the distance towards the toe side of an angle""" +# edge_dist1 = bolt1.edge_dist_provided +# edge_dist2 = edge_dist1 +# if no_rows == 1: +# gauge1 = 0 +# else: +# gauge1 = min((member_detail_iter[8] - 2 * edge_dist1) / (no_rows - 1), bolt1.max_spacing) +# +# pitch1 = bolt1.pitch_provided +# +# +# """ finding the bolt capacity (bolt_capacity1) of the selected bolt and grade """ +# bolt_capacity1 = 0 +# if bolts_details['type'] == 'Bearing': +# bolt_capacity1 = bolt1.bearing_bolt_design_capacity() +# else: +# bolt_capacity1 = bolt1.friction_bolt_design_capacity() +# +# no_bolts1 = round_up((design_load_iter/bolt_capacity1), 1) +# """ there should at least be two numbers of bolts in a connection. if number of bolts are less than 2 +# then the grade loop has to be broken because one bolt may not resist the rotation of member and in turn +# make the line of action of axial forces non-concurrent. +# For this it is mandatory that the list of grade is in ascending order """ +# if no_bolts1 < 2: +# break +# +# for o in range(no_rows): +# no_rows1 = o+1 +# no_column1 = round_up((no_bolts1/no_rows1), 1) +# """ Note - The arrangement of the bolts are in chain pattern not in staggered or diamond pattern +# therefore the number of bolts = rows*columns +# rows means bolt lines along the direction of load applied +# columns means bolt line perpendicular to the direction of load applied """ +# no_bolts2 = no_rows1*no_column1 +# """ now joint length = (columns - 1)*pitch """ +# joint_len = (no_column1-1)*pitch1 +# """if it is found that the joint length is less than 15d then that number of row is selected and +# the loop is broken. if the joint length exceeds 15d even after accommodating the bolts in the +# maximum possible number of rows then that maximum possible number of rows will be the selected +# number of rows""" +# if joint_len < 15*bolt_dia1: +# break +# +# """ calculating the total bolt capacity""" +# bolt_group_capacity1 = 0 +# if bolts_details['type'] == 'Bearing': +# bolt_group_capacity1 = no_bolts2*bolt1.bearing_bolt_design_capacity() +# else: +# bolt_group_capacity1 = no_bolts2*bolt1.friction_bolt_design_capacity() +# +# """ increasing the number of bolts by increasing one one column in case the bolt group capacity is +# less than the design load. the no. of times the while loop iterates is limited to 10 in order to escape +# from entering into an infinite loop in any case """ +# count1 = 1 +# while bolt_group_capacity1 < design_load_iter and count1 < 10: +# count1 = count1+1 +# no_column1 = no_column1 + 1 +# no_bolts2 = no_rows1 * no_column1 +# joint_len = (no_column1 - 1) * pitch1 +# if bolts_details['type'] == 'Bearing': +# bolt_group_capacity1 = no_bolts2 * bolt1.bearing_bolt_design_capacity() +# else: +# bolt_group_capacity1 = no_bolts2 * bolt1.friction_bolt_design_capacity() +# +# """ ensuring that the member is not so much big that the bolt's end distance becomes grater than the +# maximum edge distance. here we are using the whole width of the connected member because we are looking +# on the maximum side of the edge distance not the minimum (we provide minimum spacing so that we +# get space to work ). edge_dist1 is the spacing from the end of the root radius to the center of the +# bolthole. whereas edge_dist2 is the distance from the bolt hole center to the end of the toe.""" +# if no_rows1 == 1: +# if member_detail_iter[0] in ['Angles', 'Star Angles', 'Back to Back Angles']: +# edge_dist2 = member_detail_iter[8] - edge_dist1 +# if edge_dist2 > bolt1.max_edge_dist: +# edge_dist2 = bolt1.max_edge_dist +# edge_dist1 = member_detail_iter[8] - edge_dist2 +# +# if edge_dist1 > (bolt1.max_edge_dist - (member_detail_iter[1] - member_detail_iter[8])): +# print('edge distance exceeds the maximum edge distance') +# mem_width_too_large = True +# break +# elif member_detail_iter[0] in ['Channels', 'Back to Back Channels']: +# edge_dist1 = member_detail_iter[8] / 2 +# +# if edge_dist1 > (bolt1.max_edge_dist - (member_detail_iter[1] - member_detail_iter[8]) / 2): +# print('edge distance exceeds the maximum edge distance') +# mem_width_too_large = True +# break +# else: +# if gauge1 >= bolt1.max_spacing: +# edge_dist1 = min(((member_detail_iter[8] - (no_rows - 1) * gauge1) / 2), +# bolt1.max_edge_dist) +# +# if (2 * edge_dist1 + (no_rows - 1) * gauge1) < member_detail_iter[8]: +# print('edge distance exceeds the maximum edge distance') +# mem_width_too_large = True +# break +# +# """ overlap_length is the length required from the end of the plate to accommodate the member """ +# overlap_length = 2*edge_dist1 + (no_column1 - 1) * pitch1 +# +# """ now we need to check for the tension or compression yielding capacity of the gusset plate on the +# area corresponding to the whitmore width. It is the width obtained by connecting the ends of two +# line segments extending from the first bolt towards the load side to the last bolt, making an angle +# of 30 degree or pi/6 radian from the direction of load on either side of the load direction. +# If the capacity thus obtained is less than the design action then a flag named safe_whitmore_section +# is generated. if flag is no, then the loop will be broken from grade, diameter, member loop and the +# iteration should continue for the plate loop with the next plate size. """ +# whitmore_width = round((no_rows1-1)*gauge1 + 2*(joint_len*(math.tan(math.pi/6))), 2) +# whitmore_eff_width = round(whitmore_width - no_rows1*bolt1.bolt_hole_dia, 2) +# whitmore_area = round(whitmore_width*gusset_plate_t_fu_fy[0], 2) +# whitmore_eff_area = round(whitmore_eff_width*gusset_plate_t_fu_fy[0], 2) +# +# if member_detail_iter[5] == 'tension': +# gusset_yield_capacity = IS800_2007.cl_6_2_tension_yielding_strength(A_g=whitmore_area, +# f_y=gusset_plate_t_fu_fy[2])/1000 +# +# gusset_rupture_capacity = IS800_2007.cl_6_3_1_tension_rupture_strength(A_n=whitmore_eff_area, +# f_u=gusset_plate_t_fu_fy[1])/1000 +# +# if gusset_yield_capacity > design_load_iter and gusset_rupture_capacity > design_load_iter: +# safe_whitmore_section = True +# else: +# safe_whitmore_section = False +# """ coming out of grade of bolt loop """ +# break +# elif member_detail_iter[5] == 'compression': +# """ here we are trying to find the factored design compression considering the stress reduction +# factor (kai) as 1 as per cl 7.1.2 of IS800:2007. It is equal to (eff. area * fy/gamma_m0) """ +# gusset_yield_capacity = IS800_2007.cl_6_2_tension_yielding_strength(A_g=whitmore_eff_area, +# f_y=gusset_plate_t_fu_fy[2])/(0.9*1000) +# if gusset_yield_capacity > design_load_iter: +# safe_whitmore_section = True +# else: +# safe_whitmore_section = False +# """ coming out of grade of bolt loop """ +# break +# +# """ now checking for block shear failure of members. t_db = block shear strength. If block shear failure +# can happen then the variable, block_shear_failure = True """ +# block_shear_failure = False +# if member_detail_iter[0] in ['Angles', 'Star Angles', 'Back to Back Angles']: +# if member_detail_iter[0] in ['Angles', 'Star Angles']: +# if no_rows1 == 1: +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# a_tg = (edge_dist2 + (no_rows1 - 1) * gauge1) * member_detail_iter[2] +# a_tn = (edge_dist2 + (no_rows1 - 1) * gauge1 - (no_rows1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# else: +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# a_tg = (edge_dist1 + (no_rows1 - 1) * gauge1) * member_detail_iter[2] +# a_tn = (edge_dist1 + (no_rows1 - 1) * gauge1 - (no_rows1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# +# t_db = IS800_2007.cl_6_4_1_block_shear_strength(A_vg=a_vg, A_vn=a_vn, A_tg=a_tg, A_tn=a_tn, +# f_u=member_detail_iter[3], +# f_y=member_detail_iter[4])/1000 +# elif member_detail_iter[0] == 'Back to Back Angles': +# if no_rows1 == 1: +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# a_tg = (edge_dist2 + (no_rows1 - 1) * gauge1) * member_detail_iter[2] +# a_tn = (edge_dist2 + (no_rows1 - 1) * gauge1 - (no_rows1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# else: +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# a_tg = (edge_dist1 + (no_rows1 - 1) * gauge1) * member_detail_iter[2] +# a_tn = (edge_dist1 + (no_rows1 - 1) * gauge1 - (no_rows1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# +# t_db = 2 * IS800_2007.cl_6_4_1_block_shear_strength(A_vg=a_vg, A_vn=a_vn, A_tg=a_tg, +# A_tn=a_tn, +# f_u=member_detail_iter[3], +# f_y=member_detail_iter[4])/1000 +# if t_db < design_load_iter: +# block_shear_failure = True +# continue +# elif t_db > design_load_iter: +# block_shear_failure = False +# elif member_detail_iter[0] in ['Channels', 'Back to Back Channels']: +# if no_rows1 > 1: +# if member_detail_iter[0] == 'Channels': +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] * 2 +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] * 2 +# a_tg = (no_rows1 - 1) * gauge1 * member_detail_iter[2] +# a_tn = ((no_rows1 - 1) * gauge1 - (no_rows1 - 1) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# +# t_db = IS800_2007.cl_6_4_1_block_shear_strength(A_vg=a_vg, A_vn=a_vn, A_tg=a_tg, +# A_tn=a_tn, +# f_u=member_detail_iter[3], +# f_y=member_detail_iter[4])/1000 +# +# elif member_detail_iter[0] == 'Back to Back Channels': +# a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * member_detail_iter[2] * 2 +# a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] * 2 +# a_tg = (no_rows1 - 1) * gauge1 * member_detail_iter[2] +# a_tn = ((no_rows1 - 1) * gauge1 - (no_rows1 - 1) * bolt1.bolt_hole_dia) * \ +# member_detail_iter[2] +# +# t_db = 2 * IS800_2007.cl_6_4_1_block_shear_strength(A_vg=a_vg, A_vn=a_vn, A_tg=a_tg, +# A_tn=a_tn, +# f_u=member_detail_iter[3], +# f_y=member_detail_iter[4])/1000 +# if t_db < design_load_iter: +# block_shear_failure = True +# continue +# elif t_db > design_load_iter: +# block_shear_failure = False +# elif no_rows1 == 1: +# block_shear_failure = False +# +# """ now checking block shear failure for the gusset plate. gusset_t_db = gusset block shear strength """ +# gusset_block_shear_failure = False +# gusset_a_vg = (edge_dist1 + (no_column1 - 1) * pitch1) * gusset_plate_t_fu_fy[0] * 2 +# gusset_a_vn = (edge_dist1 + (no_column1 - 1) * pitch1 - (no_column1 - 0.5) * bolt1.bolt_hole_dia) * \ +# gusset_plate_t_fu_fy[0] * 2 +# gusset_a_tg = (no_rows1 - 1) * gauge1 * gusset_plate_t_fu_fy[0] +# gusset_a_tn = ((no_rows1 - 1) * gauge1 - (no_rows1 - 1) * bolt1.bolt_hole_dia) * \ +# gusset_plate_t_fu_fy[0] +# +# gusset_t_db = IS800_2007.cl_6_4_1_block_shear_strength(A_vg=gusset_a_vg, A_vn=gusset_a_vn, +# A_tg=gusset_a_tg, +# A_tn=gusset_a_tn, +# f_u=gusset_plate_t_fu_fy[1], +# f_y=gusset_plate_t_fu_fy[2])/1000 +# if gusset_t_db < design_load_iter: +# gusset_block_shear_failure = True +# """ coming out of bolt grade loop """ +# break +# elif gusset_t_db > design_load_iter: +# gusset_block_shear_failure = False +# +# """ now storing the design data in a list called recommended_bolt which looks as follows: +# recommended_bolt = [dia, grade, num_bolts, rows, columns, group_capacity, block_shear_status, +# overlap_length, e1, e2, p, g, whitmore_width]""" +# recommended_bolt = [bolt_dia1, bolt_grade1, no_bolts2, no_rows1, no_column1, bolt_group_capacity1, +# block_shear_failure, overlap_length, edge_dist1, edge_dist2, pitch1, gauge1, +# whitmore_width] +# +# candidate_bolts1 = candidate_bolts1 + [recommended_bolt] +# recommended_bolt = [] +# +# if large_grip1: +# """ going for the next diameter in the diameter loop """ +# continue +# +# if no_rows < 1: +# """ coming out of the bolt loop because the bolt dia is in ascending order and next bolts will certainly +# not qualify this criteria. """ +# break +# +# if mem_width_too_large: +# """ going for the next diameter in the diameter loop """ +# continue +# +# if no_bolts1 < 2: +# """ going for the next diameter in the diameter loop """ +# continue +# +# if not safe_whitmore_section: +# """ coming out of bolt dia loop """ +# break +# else: +# pass +# +# if gusset_block_shear_failure: +# """ coming out of bolt dia loop """ +# break +# if not safe_whitmore_section: +# """ coming out of members loop """ +# break +# else: +# pass +# +# if gusset_block_shear_failure: +# """ coming out of member loop """ +# break +# +# """ storing the bolts eligible for each member """ +# candidate_bolts_all = candidate_bolts_all + [candidate_bolts1] +# candidate_bolts1 = [] +# if not safe_whitmore_section: +# """ going for the next thickness of the plate """ +# continue +# +# if gusset_block_shear_failure: +# """ going for the next thickness of the plate """ +# continue +# +# """ now selecting the final bolts for each member """ +# """ first of we will check if the bolt_dia and grade of all the members are same then those will be selected. +# It will look like as follows: +# final_selected_bolts = [[final recommended_bolt for member1], [final recommended_bolt for member2], +# [final recommended_bolt for member3],.....] """ +# final_selected_bolts = [] +# for p in reversed(candidate_bolts_all[0]): +# final_selected_bolts = final_selected_bolts + [p] +# for q in candidate_bolts_all[1:len(candidate_bolts_all)]: # range(1, (len(candidate_bolts_all)-1)): +# for r in reversed(q): +# if p[0] == r[0] and p[1] == r[1]: +# final_selected_bolts = final_selected_bolts + [r] +# break +# else: +# continue +# +# if len(final_selected_bolts) == len(member_details): +# break +# else: +# continue +# +# """ if no common bolt_dia and grade is found then going to select those with common grade but with different +# diameter """ +# if len(final_selected_bolts) != len(member_details): +# final_selected_bolts = [] +# for p in reversed(candidate_bolts_all[0]): +# final_selected_bolts = final_selected_bolts + [p] +# for q in candidate_bolts_all[1:len(candidate_bolts_all)]: +# for r in reversed(q): +# if p[1] == r[1]: +# final_selected_bolts = final_selected_bolts + [r] +# break +# else: +# continue +# +# if len(final_selected_bolts) == len(member_details): +# break +# else: +# continue +# +# """if no bolts with common diameter and grade are there then go for the first entries from the last """ +# if len(final_selected_bolts) != len(member_details): +# final_selected_bolts = [] +# for p in candidate_bolts_all: +# final_selected_bolts += [p[len(p)-1]] +# +# """ now we need to position the members such that they do not overlap with each other. for that if we get the +# coordinates of all the corners of gusset plates and the shift of the members from the origin then we will be able +# to place the members as planned """ +# """ first we will find the shift or the clearance(d)of the members from the origin. for that we will start placing +# the members carrying larger loads as much closer to the origin as possible. the next coming member should have the +# clearance such that it does not overlap with any of the previously placed member """ +# +# """ arranging the absolute loads in descending order """ +# sorted_load, sorted_index = sort_abs_desc(design_load_all) +# +# """ creating a list of a and b corresponding to the sorted_index. here a is distance from the bolt centroid to the +# edge towards the out-stand and b is the distance from the centroid to the end of the toe in case of angles and +# in case of channel a and b both are the distance from the bolt centroid to the edge towards the out-stand on +# either side.The edge might be the physical edge of the member or the end tip of whitmore width whichever is greater """ +# sorted_a = [] +# sorted_b = [] +# sorted_angle = [] +# sorted_lap_length = [] +# for x1 in sorted_index: +# if member_details[x1][0] in ['Angles', 'Star Angles', 'Back to Back Angles']: +# if final_selected_bolts[x1][3] == 1: +# a_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8]) + 2), +# (final_selected_bolts[x1][12]/2)) # added 2 mm for clearance for member accommodation +# elif final_selected_bolts[x1][3] > 1: +# a_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8]) + +# (final_selected_bolts[x1][3]-1)*final_selected_bolts[x1][11]/2 + 2), +# (final_selected_bolts[x1][12] / 2)) +# elif member_details[x1][0] in ['Channels', 'Back to Back Channels']: +# if final_selected_bolts[x1][3] == 1: +# a_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8])/2 + 2), +# (final_selected_bolts[x1][12]/2)) +# elif final_selected_bolts[x1][3] > 1: +# a_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8])/2 + +# (final_selected_bolts[x1][3]-1)*final_selected_bolts[x1][11]/2 + 2), +# (final_selected_bolts[x1][12] / 2)) +# +# if member_details[x1][0] in ['Angles', 'Star Angles', 'Back to Back Angles']: +# if final_selected_bolts[x1][3] == 1: +# b_1 = max((final_selected_bolts[x1][9] + 2), +# (final_selected_bolts[x1][12]/2)) +# elif final_selected_bolts[x1][3] > 1: +# b_1 = max((final_selected_bolts[x1][9] + +# (final_selected_bolts[x1][3]-1)*final_selected_bolts[x1][11]/2 + 2), +# (final_selected_bolts[x1][12] / 2)) +# elif member_details[x1][0] in ['Channels', 'Back to Back Channels']: +# if final_selected_bolts[x1][3] == 1: +# b_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8])/2 + 2), +# (final_selected_bolts[x1][12]/2)) +# elif final_selected_bolts[x1][3] > 1: +# b_1 = max((final_selected_bolts[x1][8] + (member_details[x1][1] - member_details[x1][8])/2 + +# (final_selected_bolts[x1][3]-1)*final_selected_bolts[x1][11]/2 + 2), +# (final_selected_bolts[x1][12] / 2)) +# +# sorted_a = sorted_a + [a_1] +# sorted_b = sorted_b + [b_1] +# sorted_angle = sorted_angle + [member_details[x1][6]] +# sorted_lap_length = sorted_lap_length + [final_selected_bolts[x1][7]] +# +# """ now we want to get the list of spacing(d) from the origin for all the member's end """ +# sorted_d = [] +# counter_x2 = 0 +# for x2 in sorted_index: +# if counter_x2 == 0: +# sorted_d = sorted_d + [2.5] +# else: +# d_all_possible = [] +# for x3 in range(counter_x2): +# prev_a_b_angle = [sorted_a[x3], sorted_b[x3], sorted_angle[x3]] +# curr_a_b_angle = [sorted_a[counter_x2], sorted_b[counter_x2], sorted_angle[counter_x2]] +# d_all_possible = d_all_possible + [get_d(prev_memb_a_b_angle=prev_a_b_angle, +# current_memb_a_b_angle=curr_a_b_angle)] +# +# sorted_d = sorted_d + [max(tuple(d_all_possible))] +# counter_x2 = counter_x2 + 1 +# +# """ now creating the co-ordinates of the vertices of the polynomial in the shape of which the gusset plate has to +# be cut """ +# """ for this, creating ascending order of angles and the index corresponding to it """ +# asc_angle, asc_a, asc_b, asc_d, asc_lap_length = sort_five_lists(list1=sorted_angle, list2=sorted_a, +# list3=sorted_b, list4=sorted_d, +# list5=sorted_lap_length) +# """the coordinate is stored in a list of tuples in an order which when joined, takes the shape of the gusset plate""" +# guss_coord = [] +# origin_offset = [] +# for x4 in range(len(asc_angle)): +# """ included angle between the first and the last entry of the asc_angle """ +# included_angle_min_max = asc_angle[len(asc_angle)-1] - asc_angle[0] # get_included_angle(theta1=asc_angle[0], +# # theta2=asc_angle[len(asc_angle)-1]) +# if included_angle_min_max <= 180: +# if x4 == 0: +# absc1 = 0 +# ordn1 = -1*asc_b[x4] +# absc2 = asc_d[x4]+asc_lap_length[x4] +# ordn2 = -1 * asc_b[x4] +# absc3 = asc_d[x4] + asc_lap_length[x4] +# ordn3 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x4]) +# elif x4 == (len(asc_angle)-1): +# absc3 = 0 +# ordn3 = asc_a[x4] +# absc1 = asc_d[x4] + asc_lap_length[x4] +# ordn1 = -1 * asc_b[x4] +# absc2 = asc_d[x4] + asc_lap_length[x4] +# ordn2 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x4]) +# else: +# absc1 = asc_d[x4] + asc_lap_length[x4] +# ordn1 = -1 * asc_b[x4] +# absc2 = asc_d[x4] + asc_lap_length[x4] +# ordn2 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2)], +# angle=asc_angle[x4]) +# elif asc_angle[1] - asc_angle[0] >= 180: +# if x4 == 1: +# absc1 = 0 +# ordn1 = -1*asc_b[x4] +# absc2 = asc_d[x4]+asc_lap_length[x4] +# ordn2 = -1 * asc_b[x4] +# absc3 = asc_d[x4] + asc_lap_length[x4] +# ordn3 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x4]) +# elif x4 == 0: +# absc3 = 0 +# ordn3 = asc_a[x4] +# absc1 = asc_d[x4] + asc_lap_length[x4] +# ordn1 = -1 * asc_b[x4] +# absc2 = asc_d[x4] + asc_lap_length[x4] +# ordn2 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x4]) +# else: +# absc1 = asc_d[x4] + asc_lap_length[x4] +# ordn1 = -1 * asc_b[x4] +# absc2 = asc_d[x4] + asc_lap_length[x4] +# ordn2 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2)], +# angle=asc_angle[x4]) +# else: +# absc1 = asc_d[x4] + asc_lap_length[x4] +# ordn1 = -1 * asc_b[x4] +# absc2 = asc_d[x4] + asc_lap_length[x4] +# ordn2 = asc_a[x4] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2)], +# angle=asc_angle[x4]) +# +# """origin_offset = distance of the edge of the gusset from the assumed origin""" +# origin_offset = origin_offset + [asc_d[x4] + asc_lap_length[x4]] +# +# offset_excess_min_max = (max(tuple(origin_offset)) - min(tuple(origin_offset)))/ min(tuple(origin_offset)) +# +# if (included_angle_min_max <= 180 and offset_excess_min_max >= 1.5) or \ +# (asc_angle[1] - asc_angle[0] > 180 and offset_excess_min_max >= 1.5): +# guss_coord = [] +# for x5 in range(len(asc_angle)): +# if included_angle_min_max <= 180: +# if x5 == 0: +# absc1 = 0 +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = -1 * asc_b[x5] +# absc3 = asc_d[x5] + asc_lap_length[x5] +# ordn3 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc2 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc3 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x5]) +# elif x5 == (len(asc_angle) - 1): +# absc3 = 0 +# ordn3 = asc_a[x5] +# absc1 = asc_d[x5] + asc_lap_length[x5] +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc2 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc1 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x5]) +# else: +# absc1 = asc_d[x5] + asc_lap_length[x5] +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc1 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc2 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2)], +# angle=asc_angle[x5]) +# elif asc_angle[1] - asc_angle[0] >= 180: +# if x5 == 1: +# absc1 = 0 +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = -1 * asc_b[x5] +# absc3 = asc_d[x5] + asc_lap_length[x5] +# ordn3 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc2 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc3 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x5]) +# elif x5 == 0: +# absc3 = 0 +# ordn3 = asc_a[x5] +# absc1 = asc_d[x5] + asc_lap_length[x5] +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc2 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc1 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2), (absc3, ordn3)], +# angle=asc_angle[x5]) +# else: +# absc1 = asc_d[x5] + asc_lap_length[x5] +# ordn1 = -1 * asc_b[x5] +# absc2 = asc_d[x5] + asc_lap_length[x5] +# ordn2 = asc_a[x5] +# if (max(tuple(origin_offset)) - origin_offset[x5]) / origin_offset[x5] >= 1.5: +# absc1 = max(tuple(asc_d)) # [] + asc_lap_length[x4] +# absc2 = max(tuple(asc_d)) +# ind1 = sorted_angle.index(asc_angle[x5]) +# ind2 = sorted_index[sorted_angle.index(asc_angle[x5])] +# sorted_d[ind1] = absc2 - final_selected_bolts[ind2][7] +# guss_coord = guss_coord + rotate_points(points=[(absc1, ordn1), (absc2, ordn2)], +# angle=asc_angle[x5]) +# +# """ Getting the co-ordinates of the center of bolt holes member by member """ +# coord_bolt_holes_all = [] +# for x6 in range(len(member_details)): +# n_r = final_selected_bolts[x6][3] +# n_c = final_selected_bolts[x6][4] +# e1 = final_selected_bolts[x6][8] +# p1 = final_selected_bolts[x6][10] +# g1 = final_selected_bolts[x6][11] +# d1 = sorted_d[sorted_index.index(x6)] +# angle1 = member_details[x6][6] +# y_max = (n_r - 1)/2 * g1 +# """ here n_r and n_c are the number of rows and number of columns respectively for member under iteration """ +# coord_bolt_holes = [] +# for x7 in range(n_r): +# +# for x8 in range(n_c): +# absc_x = d1 + e1 + x8*p1 +# ordn_y = y_max - x7*g1 +# +# coord_bolt_holes += [(absc_x, ordn_y)] +# coord_bolt_holes = rotate_points(coord_bolt_holes, angle=angle1) +# +# coord_bolt_holes_all += [coord_bolt_holes] +# +# """ finding the edge length of the gusset plate to find its tendency towards local buckling """ +# gusset_side_length = polygon_side_lengths(guss_coord) +# +# if included_angle_min_max <= 180 or asc_angle[1] - asc_angle[0] > 180: +# gusset_free_side_length = calculate_side_lengths(A=guss_coord) +# else: +# gusset_free_side_length = calculate_even_side_lengths(poly=guss_coord) +# +# """ Local buckling may be prevented if the unsupported edge of a gusset plate is restricted to +# 42*epsilon times the thickness (Gaylord et al. 1992), where epsilon = (250/fy)^0.5 """ +# epsilon_guss = (250/gusset_plate_t_fu_fy[2])**0.5 +# local_buckling1 = False +# if max(tuple(gusset_free_side_length)) > 42*epsilon_guss*gusset_plate_t_fu_fy[0]: +# local_buckling1 = True +# continue +# +# """ now checking for local buckling of gusset plate due to the compression members. Therefore checking for the +# compression member with highest load. if local_buckling2 is found to be True then go for next thickness of plate""" +# negative_list = [x for x in load_details if x < 0] +# +# local_buckling2 = False +# if len(negative_list) > 0: +# max_comp_load = min(tuple(negative_list)) +# for x9 in negative_list: +# # guss_max_comp = design_load_all[load_details.index(x9)] +# d_comp = sorted_d[sorted_index.index(load_details.index(x9))] +# whitmore_width_comp = final_selected_bolts[load_details.index(x9)][12] +# if design_load_all[load_details.index(x9)] > \ +# gusset_design_comp_strength(whitmore_width_guss=whitmore_width_comp, +# sec_thick=gusset_plate_t_fu_fy[0], +# clearance_d=d_comp, +# fy_guss=gusset_plate_t_fu_fy[2]): +# local_buckling2 = True +# break +# if local_buckling2: +# continue +# +# """ now breaking the loop if all the local buckling checks are found to be true """ +# if not local_buckling1 and not local_buckling2: +# break +# +# +# +# """ completion of the main loop """ +# +# +# """ printing warning and suggestion log """ +# +# +# +# """check""" +# print(final_selected_bolts) +# print(guss_coord) +# print(coord_bolt_holes_all) +# print(selected_gusset) +# print(local_buckling2, local_buckling1) +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# +# diff --git a/design_type/design_type.py b/osdag_core/design_type/design_type.py similarity index 100% rename from design_type/design_type.py rename to osdag_core/design_type/design_type.py diff --git a/osdag/__init__.py b/osdag_core/design_type/flexural_member/__init__.py similarity index 100% rename from osdag/__init__.py rename to osdag_core/design_type/flexural_member/__init__.py diff --git a/osdag_core/design_type/flexural_member/flexure.py b/osdag_core/design_type/flexural_member/flexure.py new file mode 100644 index 000000000..cf7f16bb7 --- /dev/null +++ b/osdag_core/design_type/flexural_member/flexure.py @@ -0,0 +1,3129 @@ +""" + +@Author: Rutvik Joshi - Osdag Team, IIT Bombay [(P) rutvikjoshi63@gmail.com / 30005086@iitb.ac.in] + +@Module - Beam Design- Simply Supported member + - Laterally Supported Beam [Moment + Shear] + - Laterally Unsupported Beam [Moment + Shear] + + +@Reference(s): 1) IS 800: 2007, General construction in steel - Code of practice (Third revision) + 2) IS 808: 1989, Dimensions for hot rolled steel beam, column, channel, and angle sections and + it's subsequent revision(s) + 3) Design of Steel Structures by N. Subramanian (Fifth impression, 2019, Chapter 15) + 4) Limit State Design of Steel Structures by S K Duggal (second edition, Chapter 11) + +other 8) +references 9) + +""" +import logging +import math +import numpy as np +from ...Common import * +# from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.common_calculation import * +from ..tension_member import * +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties +from ...utils.common import is800_2007 +from ...utils.common.component import * +from osdag_core.cad.items.plate import Plate +from ...custom_logger import CustomLogger + +class Flexure(Member): + + def __init__(self): + super(Flexure, self).__init__() + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_flexure_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL, KEY_SECSIZE], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t3 = (KEY_DISP_COLSEC, [KEY_SECSIZE, KEY_SEC_MATERIAL], + ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], TYPE_TEXTBOX, self.get_I_sec_properties_from_designation) + change_tab.append(t3) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL])#Need to check + design_input.append(t1) + + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, [ KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH]) #, KEY_STEEL_COST + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [KEY_ALLOW_CLASS, KEY_LOAD]) #, KEY_STEEL_COST, KEY_ShearBucklingOption + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE,KEY_BEARING_LENGTH, KEY_LOAD, KEY_DP_DESIGN_METHOD], '') # KEY_ShearBucklingOption + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + + add_buttons = [] + + # t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + # add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_CLASS: 'Yes', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_LENGTH_OVERWRITE :'NA', + KEY_BEARING_LENGTH : 'NA', + KEY_LOAD : 'Normal', + KEY_DP_DESIGN_METHOD: "Limit State Design", + # KEY_ShearBucklingOption: KEY_DISP_SB_Option[0], + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_FLEXURE + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_simply_supported_beam_flexure' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + + self.module = KEY_DISP_FLEXURE + options_list = [] + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_FLEXURE, TYPE_MODULE, None, True, "No Validator") + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE3, True, 'No Validator') #'Beam and Column' + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = ( + KEY_DESIGN_TYPE_FLEXURE, + KEY_BEAM_SUPP_TYPE, + TYPE_COMBOBOX, + VALUES_SUPP_TYPE_temp, + True, + "No Validator", + ) + options_list.append(t2) + + # + # t3 = (KEY_BENDING, KEY_DISP_BENDING, TYPE_COMBOBOX, VALUES_BENDING_TYPE, False, 'No Validator') + # options_list.append(t3) + + # + #t4 = (KEY_SUPPORT, KEY_DISP_SUPPORT, TYPE_NOTE,KEY_DISP_SUPPORT1, True, 'No Validator') + #options_list.append(t4) + + #t12 = (KEY_IMAGE, None, TYPE_IMAGE, Simply_Supported_img, True, 'No Validator') + #options_list.append(t12) + + + # t3 = (KEY_BUCKLING_METHOD, KEY_WEB_BUCKLING, TYPE_COMBOBOX, KEY_WEB_BUCKLING_option, False, 'No Validator') + # options_list.append(t3) + + t10 = (KEY_TORSIONAL_RES, DISP_TORSIONAL_RES, TYPE_COMBOBOX, Torsion_Restraint_list, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_WARPING_RES, DISP_WARPING_RES, TYPE_COMBOBOX, Warping_Restraint_list, True, 'No Validator') + options_list.append(t11) + # + # t11 = (KEY_SUPPORT_TYPE, DISP_SUPPORT_RES, TYPE_COMBOBOX, Supprt_Restraint_list, True, 'No Validator') + # options_list.append(t11) + # + # t11 = (KEY_SUPPORT_TYPE2, DISP_TOP_RES, TYPE_COMBOBOX, Top_Restraint_list, False, 'No Validator') + # options_list.append(t11) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH_BEAM, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + + + return options_list + + def fn_profile_section(self, arg_list): + + profile = arg_list[0] + if profile == 'Beams': #Beam and Column + return connectdb("Beams", call_type="popup") + profile2 = connectdb("Columns", call_type="popup") + if profile == 'Columns': #Beam and Column + return connectdb("Columns", call_type="popup") + # profile2 = connectdb("Columns", call_type="popup") + if profile == 'Beams and Columns': #Beam and Column + res1 = connectdb("Beams", call_type="popup") + res2 = connectdb("Columns", call_type="popup") + return list(set(res1 + res2)) + + def fn_torsion_warping(self, arg_list): + print( 'Inside fn_torsion_warping', arg_list) + if arg_list[0] == Torsion_Restraint1: + return Warping_Restraint_list + elif arg_list[0] == Torsion_Restraint2: + return [Warping_Restraint5] + else: + return [Warping_Restraint5] + + + def fn_supp_image(self, arg_list): + print( 'Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_SUPPORT1: + return Simply_Supported_img + else: + return Cantilever_img + + def axis_bending_change(self, arg_list): + design = arg_list[0] + print( 'Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_DESIGN_TYPE_FLEXURE: + return ['NA'] + else: + return VALUES_BENDING_TYPE + + # def show_error_message(self): + # QMessageBox.about(self, 'information', "Your message!") + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + t3 = ([KEY_TORSIONAL_RES], KEY_WARPING_RES, TYPE_COMBOBOX, self.fn_torsion_warping) + lst.append(t3) + + # t3 = ([KEY_WARPING_RES], KEY_TORSIONAL_RES, TYPE_COMBOBOX, self.fn_warping_torsion) + # lst.append(t3) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_T_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_T_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_W_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_W_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_SR_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_SR_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_NON_DIM_ESR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_NON_DIM_ESR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_Elastic_CM, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_Elastic_CM, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + ############################### + # t18 = ([KEY_BEARING_LENGTH], + # KEY_ESR, TYPE_OUT_LABEL, self.Design_pref_modifier) + # lst.append(t18) + + # t18 = ([KEY_BEARING_LENGTH], + # KEY_ESR, TYPE_OUT_DOCK, self.Design_pref_modifier) + # lst.append(t18) + + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # 'After checking Non-dimensional slenderness ratio for given sections, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ', TYPE_WARNING, self.warning_majorbending) + # lst.append(t18) + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_OUT_SPACING, TYPE_OUT_LABEL, self.warning_majorbending) + # lst.append(t18) + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_OUT_SPACING, TYPE_OUT_DOCK, self.warning_majorbending) + # lst.append(t18) + return lst + + def warning_majorbending(self, arg_list): + print(arg_list) + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return True + # elif arg_list[0] == VALUES_SUPP_TYPE_temp[0] or arg_list[0] == VALUES_SUPP_TYPE_temp[1] : + # return True + else: + return False + + def output_modifier(self, arg_list): + print(arg_list) + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return False + # elif arg_list[0] == VALUES_SUPP_TYPE_temp[0] or arg_list[0] == VALUES_SUPP_TYPE_temp[1] : + # return True + else: + return True + + def Design_pref_modifier(self): + print("Design_pref_modifier",self) + + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, + self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = ( + KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, round(self.result_UR,3) if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + + t2 = (KEY_betab_constatnt, KEY_DISP_betab_constatnt, TYPE_TEXTBOX, + round(self.result_betab,2) if flag else '', True) + out_list.append(t2) + + + t2 = ( + KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, self.result_effective_area if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_EFF_LEN, KEY_DISP_EFF_LEN, TYPE_TEXTBOX, self.result_eff_len if flag else '', + True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_SHEAR_STRENGTH, KEY_DISP_DESIGN_STRENGTH_SHEAR, TYPE_TEXTBOX, + self.result_shear if flag else + '', True) + out_list.append(t1) + # + t1 = (KEY_MOMENT_STRENGTH, KEY_DISP_DESIGN_STRENGTH_MOMENT, TYPE_TEXTBOX, + self.result_bending if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_BUCKLING_STRENGTH, KEY_DISP_BUCKLING_STRENGTH, TYPE_TEXTBOX, + self.result_capacity if flag else + '', True) + out_list.append(t1) + t1 = (KEY_WEB_CRIPPLING, KEY_DISP_CRIPPLING_STRENGTH, TYPE_TEXTBOX, + self.result_crippling if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_HIGH_SHEAR, KEY_DISP_HIGH_SHEAR, TYPE_TEXTBOX, + self.result_high_shear if flag else + '', True) + out_list.append(t1) + + t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, False) + out_list.append(t1) + + # t17 = (KEY_OUT_SPACING, 'LTB', TYPE_OUT_BUTTON, ['Details', self.spacing], False) + # out_list.append(t17) + + t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.result_tc if flag else '', False) + out_list.append(t2) + + t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + False) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + out_list.append(t2) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + self.result_nd_esr_lt if flag else + '', False) + out_list.append(t1) + + t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + out_list.append(t2) + + # TODO @Rutvik: can add tab button for asthetics + + # t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + # self.result_tc if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + # out_list.append(t2) + + # t2 = ( + # KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + # False) + # out_list.append(t2) + + # t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + # out_list.append(t2) + + # t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + # self.result_fcd__lt if flag else + # '', False) + # out_list.append(t1) + + # t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + # out_list.append(t2) + + t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_ESR, KEY_DISP_ESR, TYPE_TEXTBOX, self.result_eff_sr if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS, KEY_DISP_EULER_BUCKLING_STRESS, TYPE_TEXTBOX, + self.result_ebs if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE, KEY_DISP_BUCKLING_CURVE, TYPE_TEXTBOX, self.result_bc if flag else '', True) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr if flag else '', True) + out_list.append(t2) + + # Populate hover dict + self.hover_dict["Flexure Member"] = ( + f"{self.result_designation if flag else ''}" + ) + + + return out_list + def spacing(self, status): + + spacing = [] + + # t00 = (None, "", TYPE_NOTE, "Representative image for Spacing Details based on member's depth \n (root radius not included in edge distance)") + # spacing.append(t00) + + # t99 = (None, 'Spacing Details', TYPE_SECTION, + # ['./ResourceFiles/images/spacing_1.png', 400, 278, "3 x 3 pattern considered"]) # [image, width, height, caption] + # spacing.append(t99) + + t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.result_tc if status else '', False) + spacing.append(t2) + + t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if status else '', False) + spacing.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if status else '', + False) + spacing.append(t2) + + t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if status else '', False) + spacing.append(t2) + + t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if status else '', False) + spacing.append(t2) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + self.result_fcd__lt if status else + '', False) + spacing.append(t1) + + t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if status else '', False) + spacing.append(t2) + + # if self.sec_profile == 'Star Angles': + # t16 = (KEY_OUT_BOLTS_ONE_LINE_S, KEY_OUT_DISP_BOLTS_ONE_LINE_S, TYPE_TEXTBOX, + # int(self.plate.bolts_one_line/2) if status else '', True) + # spacing.append(t16) + # else: + # pass + + # t16 = (KEY_OUT_BOLTS_ONE_LINE, KEY_OUT_DISP_BOLTS_ONE_LINE, TYPE_TEXTBOX, self.plate.bolts_one_line if status else '',True) + # spacing.append(t16) + + # t15 = (KEY_OUT_BOLT_LINE, KEY_OUT_DISP_BOLT_LINE, TYPE_TEXTBOX, self.plate.bolt_line if status else '', True) + # spacing.append(t15) + + # t9 = (KEY_OUT_PITCH, KEY_OUT_DISP_PITCH, TYPE_TEXTBOX, self.plate.pitch_provided if status else '') + # spacing.append(t9) + + # t10 = (KEY_OUT_END_DIST, KEY_OUT_DISP_END_DIST, TYPE_TEXTBOX, self.plate.end_dist_provided if status else '') + # spacing.append(t10) + + # t11 = (KEY_OUT_GAUGE, KEY_OUT_DISP_GAUGE, TYPE_TEXTBOX, self.plate.gauge_provided if status else '') + # spacing.append(t11) + + # t12 = (KEY_OUT_EDGE_DIST, KEY_OUT_DISP_EDGE_DIST, TYPE_TEXTBOX, self.plate.edge_dist_provided if status else '') + # spacing.append(t12) + + return spacing + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + self.output_values(flag) + flag1 = False + flag2 = False + flag3 = False + option_list = self.input_values() + missing_fields_list = [] + print(f'func_for_validation option_list {option_list}' + f"\n design_dictionary {design_dictionary}" + ) + for option in option_list: + if option[2] == TYPE_TEXTBOX or option[0] == KEY_LENGTH or option[0] == KEY_SHEAR or option[0] == KEY_MOMENT: + try: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + continue + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + + else: + flag1 = True + elif option[0] == KEY_SHEAR: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[0] == KEY_MOMENT: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag3 = True + except: + error = "Input value(s) are not valid" + all_errors.append(error) + # elif type(design_dictionary[option[0]]) != 'float': + # print("Input value(s) are not valid") + # error = "Input value(s) are not valid" + # all_errors.append(error) + + # elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_DESIGN_TYPE_FLEXURE, KEY_BENDING, KEY_SUPPORT]: + # val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(self, missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2 and flag3: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(design_dictionary) + if self.design_status ==False and len(self.failed_design_dict)>0: + self.logger.error( + "Design Failed, Check Design Report" + ) + return # ['Design Failed, Check Design Report'] @TODO + elif self.design_status: + pass + else: + self.logger.error( + "Design Failed. Selender Sections Selected" + ) + return # ['Design Failed. Selender Sections Selected'] + else: + return all_errors + + def get_3d_components(self): + + components = [] + t3 = ('Model', self.call_3DModel) + components.append(t3) + + # t3 = ('Column', self.call_3DColumn) + # components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + global logger + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + for section in self.sec_list: + if section in red_list: + self.logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + ''' + TODO + self.bending_type == KEY_DISP_BENDING1: + self.lambda_lt = self.lambda_lt_check_member_type + if self.lambda_lt < 0.4: + self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE + ''' + # super(Flexure, self).set_input_values(self, design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = KEY_Flexure_Member_MAIN_MODULE + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + print(f"\n Inside set_input_values{self.sec_profile}") + print(f"\n sec_profile{self.sec_list}") + self.main_material = design_dictionary[KEY_MATERIAL] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # design type + self.design_type_temp = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.latex_design_type = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + if self.design_type_temp == VALUES_SUPP_TYPE_temp[0]: + self.design_type = VALUES_SUPP_TYPE[0] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.bending_type = KEY_DISP_BENDING1 + # TODO self.support_cndition_shear_buckling + self.support_cndition_shear_buckling = 'NA'#design_dictionary[KEY_ShearBucklingOption] + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[1]: + self.design_type = VALUES_SUPP_TYPE[0] + self.bending_type = KEY_DISP_BENDING2 #if design_dictionary[KEY_BENDING] != 'Disabled' else 'NA' + self.support_cndition_shear_buckling = 'NA' + + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[2]: + self.design_type = VALUES_SUPP_TYPE[1] + self.bending_type = KEY_DISP_BENDING1 + self.support_cndition_shear_buckling = 'NA' + + # section user data + self.length = float(design_dictionary[KEY_LENGTH]) + + # end condition + self.support = KEY_DISP_SUPPORT1 + + # factored loads + self.load = Load( + shear_force=design_dictionary[KEY_SHEAR], + axial_force="", + moment=design_dictionary[KEY_MOMENT], + unit_kNm=True, + ) + + # design preferences + # self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.latex_efp = design_dictionary[KEY_LENGTH_OVERWRITE] + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.allowable_utilization_ratio = 1.0 + self.optimization_parameter = "Utilization Ratio" + self.allow_class = design_dictionary[KEY_ALLOW_CLASS] # if 'Semi-Compact' is available + self.steel_cost_per_kg = 50 + # Step 2 - computing the design compressive stress for web_buckling & web_crippling + self.bearing_length = design_dictionary[KEY_BEARING_LENGTH] + #TAKE from Design Dictionary + self.allowed_sections = [] + if self.allow_class == "Yes": + self.allowed_sections == KEY_SemiCompact + + print(f"self.allowed_sections {self.allowed_sections}") + print("==================") + # print(f"self.load_type {self.load_type}") + + print(f"self.module{self.module}") + print(f"self.sec_list {self.sec_list}") + print(f"self.material {self.material}") + print(f"self.length {self.length}") + print(f"self.load {self.load}") + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + self.gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]["ultimate_stress"] + self.material_property = Material(material_grade=self.material, thickness=0) + self.fyf = self.material_property.fy + self.fyw = self.material_property.fy + + print(f"self.material_property {self.material_property}]") + # print( "self.material_property",self.material_property.fy) + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.sec_prop_initial_dict = {} + self.failed_design_dict = {} + self.design(design_dictionary) + if self.flag: + self.results(design_dictionary) + + + # else: + # pass + # # logger.warning( + # # "Plastic section modulus of selected sections is less than required." + # # ) + # return + + + # Simulation starts here + def design(self, design_dictionary, flag=0): + ''' + TODO optimimation_tab_check changes to include self.material_property = Material(material_grade=self.material, thickness=0) + for each section + ''' + + self.optimization_tab_check() + + self.design_beam(design_dictionary) + + def optimization_tab_check(self): + ''' + TODO add button to give user option to take Tension holes or not + ''' + print(f"\n Inside optimization_tab_check") + self.latex_tension_zone = False + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + self.logger.error( + "The defined value of Effective Area Factor in the design preferences tab is out of the suggested range." + ) + self.logger.info("Provide an appropriate input and re-design.") + self.logger.warning("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + # self.design_status = False + # self.design_status_list.append(self.design_status) + self.optimization_tab_check() + elif (self.steel_cost_per_kg < 0.10) or (self.effective_area_factor > 1.0) or (self.effective_area_factor < 0): + # No suggested range in Description + self.logger.warning( + "The defined value of the effective area factor in the design preferences tab is out of the suggested range." + ) + # logger.info("Provide an appropriate input and re-design.") + self.logger.info("Assuming a default value of 1.0") + self.steel_cost_per_kg = 50 + self.effective_area_factor = 1 + self.design_status = False + # self.design_status_list.append(self.design_status) + else: + if self.latex_tension_zone: + if self.effective_area_factor >= (self.material_property.fy * self.gamma_m0 / (self.material_property.fu * 0.9 * self.gamma_m1)): + pass + else: + self.latex_tension_zone = True + print(f'self.latex_tension_zone: {self.latex_tension_zone}') + # self.effective_area_factor = ( + # self.material_property.fy + # * self.gamma_m0 + # / (self.material_property.fu * 0.9 * self.gamma_m1) + # ) + # logger.info( + # f"The effect of holes in the tension flange is considered on the design bending strength. The ratio of net to gross area of the flange in tension is considered {self.effective_area_factor}" + # ) + + self.logger.info("Provided appropriate design preference, now checking input.") + + def input_modifier(self): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside input_modifier") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + # self.input_section_classification = {} + + for section in self.sec_list: + section = section.strip("'") + self.section_property = self.section_connect_database(section) + + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + print('Inside input_modifier not allow_class',self.allow_class,self.load.moment, self.gamma_m0, self.material_property.fy) + if self.section_property.plast_sec_mod_z >= self.Zp_req: + + self.input_modified.append(section) + # logger.info( + # f"Required self.Zp_req = {round(self.Zp_req * 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section satisfy Min self.Zp_req value") + # else: + # local_flag = False + + # logger.warning( + # f"Required self.Zp_req = {round(self.Zp_req* 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section dosen't satisfy Min self.Zp_req value") + # logger.info("") + print("self.input_modified", self.input_modified) + + def section_connect_database(self, section): + print(f"section_connect_database{section}") + print(section) + # print(self.sec_profile) + if ( + self.sec_profile == VALUES_SECTYPE[1] + or self.sec_profile == "I-section" + ): # I-section + self.section_property = ISection( + designation=section, material_grade=self.material + ) + self.material_property.connect_to_database_to_get_fy_fu( + self.material, max(self.section_property.flange_thickness, self.section_property.web_thickness) + ) + print(f"section_connect_database material_property.fy{self.material_property.fy}") + self.epsilon = math.sqrt(250 / self.material_property.fy) + return self.section_property + + def design_beam(self, design_dictionary): + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + + # 1 - section classification + self.flag = self.section_classification(design_dictionary) + + print('self.flag:',self.flag) + if self.effective_area_factor < 1.0: + self.logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab." + ) + else: + self.logger.info( + "The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007]." + ) + # Effective length + print( + f"self.effective_length {self.effective_length} \n self.input_section_classification{self.input_section_classification} ") + print('self.input_section_list:',self.input_section_list) + if self.flag: + for section in self.input_section_list: + # initialize lists for updating the results dictionary + self.section_property = self.section_connect_database(section) + if self.section_property.type == 'Rolled': + self.effective_depth = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) + else: + self.effective_depth = (self.section_property.depth - 2 *self.section_property.flange_thickness ) + print('self.section_property.type:',self.section_property.type, self.bending_type) + + if self.sec_profile == 'Beams' or self.sec_profile == 'Columns' or self.sec_profile == VALUES_SECTYPE[1]: + if self.section_property.type == "Rolled" and self.bending_type == KEY_DISP_BENDING1: + self.shear_area = self.section_property.depth * self.section_property.web_thickness + elif self.section_property.type != "Rolled" and self.bending_type == KEY_DISP_BENDING1: + self.shear_area = self.effective_depth * self.section_property.web_thickness + elif self.bending_type == KEY_DISP_BENDING2: + self.shear_area = 2 * self.section_property.flange_width * self.section_property.flange_thickness + + self.effective_length_beam(design_dictionary, self.length) # mm + + # Step 1.1 - computing the effective sectional area + self.effective_area = self.section_property.area + self.common_checks_1(section, step=2) + + + list_result = [] + list_1 = [] + list_result.append(section) + self.section_class = self.input_section_classification[section][0] + print(f"Inside design_beam self.design_type:{self.design_type}") + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.It = self.input_section_classification[section][ 5 ] + self.hf = self.input_section_classification[section][ 6 ] + self.Iw = self.input_section_classification[section][ 7 ] + self.M_cr = self.input_section_classification[section][ 8 ] + self.beta_b_lt = self.input_section_classification[section][ 9 ] + self.lambda_lt = self.input_section_classification[section][ 10 ] + self.fcrb = self.input_section_classification[section][ 11 ] + print('self.design_type:',self.design_type, self.It, + self.hf, + self.Iw, + self.M_cr, + self.beta_b_lt, + self.lambda_lt) + + self.beam_web_buckling() + if self.web_buckling_check: + self.web_not_buckling_steps() + + # self.shear_strength = IS800_2007.cl_8_4_design_shear_strength( + # self.shear_area, + # self.material_property.fy + # ) / 10 ** 3 + # self.high_shear_check = IS800_2007.cl_8_2_1_2_high_shear_check( + # self.load.shear_force / 1000, self.shear_strength + # ) + # self.bending_strength_section = self.bending_strength() / 10 ** 6 + + # self.web_buckling_steps(self) + # self.high_shear_check = False + # self.bending_strength_section = self.bending_strength_girder(self) / 10 ** 6 + + # print(f"Common result {list_result, self.section_class, self.V_d, self.high_shear_check, self.bending_strength_section}") + print('self.bending_strength_section',self.bending_strength_section,'self.shear_strength',self.shear_strength, 'self.load.moment',self.load.moment,'self.load.shear_force',self.load.shear_force) + # 2.8 - UR + self.ur = max((self.load.moment/self.bending_strength_section * 10 ** -6),(self.load.shear_force / self.shear_strength * 10 ** -3))# ( + round(self.load.axial_force / self.section_capacity, 3) + print("UR", self.ur) + # 2.9 - Cost of the section in INR + self.cost = ( + ( + self.section_property.unit_mass + * self.section_property.area + * 1e-4 + ) + * self.length + * self.steel_cost_per_kg + ) + self.optimum_section_cost.append(self.cost) + self.web_buckling = False # When Bearing length is provided + + if self.bearing_length != 'NA': #and self.web_crippling + print(f"Check for Web Buckling") + try: + self.bearing_length = float(design_dictionary[KEY_BEARING_LENGTH]) + self.web_buckling = True # WEB BUCKLING + self.I_eff_web = self.bearing_length * self.section_property.web_thickness ** 3 / 12 + self.A_eff_web = self.bearing_length * self.section_property.web_thickness + self.r = math.sqrt(self.I_eff_web / self.A_eff_web) + self.slenderness = 0.7 * self.effective_depth / self.r + self.common_checks_1(section, step=3) + # step == 4 + self.common_checks_1( + section, step=4, list_result=["Concentric"] + ) + # 2.7 - Capacity of the section for web_buckling + self.section_capacity = ( + self.design_compressive_stress * ( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness + * 10 ** -3) # N + print(self.design_compressive_stress, self.bearing_length, self.section_property.depth, + self.section_property.web_thickness) + + print(self.bending_strength_section, self.shear_strength, self.section_capacity) + + self.F_wb = (self.bearing_length + 2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness)) * self.section_property.web_thickness * self.material_property.fy / ( + self.gamma_m0 * 10 ** 3) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3 and self.section_capacity > self.load.shear_force * 10 ** -3 and self.F_wb > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + else: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + except: + self.logger.warning('Bearing length is invalid.') + self.logger.info('Ignoring web Buckling and Crippling check') + self.bearing_length = 'NA' + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='', check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + list_result, list_1 = self.list_changer(change='', check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + + else: + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10**-6 and self.shear_strength > self.load.shear_force * 10**-3: + + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + print('self.optimum_section_ur', self.optimum_section_ur) + + def beam_web_buckling(self): + + print(f"Working web_buckling_check") + # 3 - web buckling under shear + self.web_buckling_check = IS800_2007.cl_8_2_1_web_buckling( + d=self.effective_depth, + tw=self.section_property.web_thickness, + e=self.epsilon, + ) + print(self.web_buckling_check, self.section_property.designation) + + if not self.web_buckling_check: + self.web_not_buckling_steps() + def web_buckling_steps(self): + print(f"Not using web_buckling_steps") + # logger.info(f"Considering {self.support_cndition_shear_buckling}") + # 5 - Web Buckling check(when high shear) -If user wants then only + # if web_buckling: + # b1 = input('Enter bearing') + # self.web_buckling_strength = self.section_property.web_thickness * (b1 + 1.25 * self.section_property.depth) + # self.V_d = pass + # web_buckling_message = 'Thin web' + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('only support') + self.plate_girder_strength() + # logger.info('Section = {}, V_cr = {}'.format(self.section_property.designation, round(self.V_cr,2))) + self.shear_strength = self.V_cr / self.gamma_m0 + # if self.V_d > self.load.shear_force * 10**-3: + # + # return True + # else: + # return False + # self.V_d = IS800_2007.cl_8_4_2_2_ShearBuckling_Simple_postcritical((self.section_property.depth - 2 *(self.section_property.flange_thickness + self.section_property.root_radius), + # self.section_property.web_thickness,space,0.3, self.fyw)) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.V_p = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 * self.gamma_m0 + self.Mfr = IS800_2007.cl_8_4_2_2_Mfr_TensionField(self.section_property.flange_width, + self.section_property.flange_thickness, self.fyf, + self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0) + print('MFr', self.Mfr) + if self.Mfr > 0: + print('Starting loop', int(round(self.effective_length*10**4/self.effective_depth,-1)/10)) + # for c_d in range(3,self.effective_length/self.result_eff_d): + for c_d in reversed(list(range(3,int(round(self.effective_length * 1000/self.effective_depth,-1))))): + print('c_d',c_d,'c/d',self.effective_length * 1000/self.effective_depth) + c_d = c_d/10 + 0.1 + self.c = round(c_d * self.effective_depth, -1) + print('c',self.c) + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('many support', self.c, self.effective_depth) + self.plate_girder_strength2() + + self.shear_strength = self.V_tf_girder / self.gamma_m0 * 10**-3 + self.logger.info('Intermediate Stiffeners required d ={}, c = {}, Section = {}, V_tf = {}, V_d = {}'.format(self.effective_depth,self.c, + self.section_property.designation, + self.V_tf_girder,self.shear_strength)) + if self.shear_strength > self.load.shear_force * 10**-3: + return + return + else: + self.shear_strength = 0.1 + def web_not_buckling_steps(self): + print(f"Working web_not_buckling_steps") + self.V_d = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 + self.shear_strength = self.V_d + self.high_shear_check = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force / 1000, self.V_d + ) + print(f"self.V_d {self.V_d},{self.section_property.depth* self.section_property.web_thickness}, {self.material_property.fy}") + # 4 - design bending strength + self.bending_strength_section = self.bending_strength()/10 ** 6 + + + + def bending_strength(self): + print('Inside bending_strength ','\n self.section_class', self.section_class) + # 4 - design bending strength + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact : + self.beta_b_lt = 1 + else : + self.beta_b_lt = self.section_property.elast_sec_mod_z/self.section_property.plast_sec_mod_z + print('self.beta_b_lt: ',self.beta_b_lt) + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + print('self.design_type:',self.design_type, self.It, + self.hf, + self.Iw, + self.M_cr, + self.beta_b_lt, + self.lambda_lt, self.fcrb) + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + # self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + # self.M_cr = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + # self.material_property.modulus_of_elasticity, + # 0.3, + # self.section_property.mom_inertia_y, + # self.It, + # self.Iw, + # self.effective_length * 1e3 + # ) + # + # if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + # self.beta_b_lt = 1.0 + # else: + # self.beta_b_lt = ( + # self.section_property.elast_sec_mod_z + # / self.section_property.plast_sec_mod_z + # ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + # lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + # self.beta_b_lt, + # self.section_property.plast_sec_mod_z, + # self.section_property.elast_sec_mod_z, + # self.material_property.fy, + # self.M_cr + # ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, self.lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, self.lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class + ) + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.M_cr * 10**-6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z ) + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2',self.It,self.hf,self.Iw,self.M_cr ,self.beta_b_lt,alpha_lt,self.lambda_lt,phi_lt,X_lt,fbd,bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + def bending_strength_girder(self): + print('Inside bending_strength of girder ') + web_class = IS800_2007.Table2_i( + (self.section_property.flange_width - self.section_property.web_thickness)/2, + self.section_property.flange_thickness, + self.material_property.fy, self.section_property.type + )[0] + flange_class = IS800_2007.Table2_i( + self.section_property.depth - 2 * self.section_property.flange_thickness, + self.section_property.web_thickness, + self.material_property.fy,self.section_property.type + )[0] + if flange_class == "Slender" or web_class == "Slender": + self.section_class_girder = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class_girder = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + # 4 - design bending strength + I_flange = 2 * (self.section_property.flange_width * self.section_property.flange_thickness**3/12 + self.section_property.flange_width * self.section_property.flange_thickness * (self.section_property.depth/2 - self.section_property.flange_thickness/2)**2) + Zez_flange = I_flange / self.section_property.depth /2 + y_top = (self.section_property.flange_width * self.section_property.flange_thickness * (self.section_property.depth - self.section_property.flange_thickness)/2) / (self.section_property.flange_width * self.section_property.flange_thickness) + Zpz_flange = 2 * self.section_property.flange_width * self.section_property.flange_thickness * y_top + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class_girder, + Zpz_flange, + Zez_flange, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact : + self.beta_b_lt = 1 + else : + self.beta_b_lt = Zez_flange/Zpz_flange + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + self.fcrb = IS800_2007.cl_8_2_2_Unsupported_beam_bending_fcrb( + self.material_property.modulus_of_elasticity, + self.effective_length/self.section_property.rad_of_gy_y, + self.hf/self.section_property.flange_thickness + ) + + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment_fcrb( + self.material_property.fy, self.fcrb + ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class_girder + ) + + + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.fcrb * 10**-6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z ) + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2',self.It,self.hf,self.Iw,self.fcrb ,self.beta_b_lt,alpha_lt,lambda_lt,phi_lt,X_lt,fbd,bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + def bending_strength_reduction(self, Md): + Zfd = ( + self.section_property.plast_sec_mod_z + - (self.section_property.depth**2 * self.section_property.web_thickness / 4) + ) + Mfd = Zfd * self.material_property.fy / self.gamma_m0 + beta = ((2 * self.load.shear_force / (self.shear_strength * 10**3)) - 1) ** 2 + Mdv = (Md - beta * (Md - Mfd)) + print('Inside bending_strength_reduction',Mdv, Md, beta, Mfd, Zfd) + self.bending_strength_section_reducedby = Mfd + self.beta_reduced = beta + if ( + Mdv + <= 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ): + return Mdv + else: + return ( + 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + + + def section_classification(self, design_dictionary,trial_section=""): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside section_classification") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + self.input_section_classification = {} + lambda_check = False + for trial_section in self.sec_list: + trial_section = trial_section.strip("'") + self.section_property = self.section_connect_database(trial_section) + print(f"Type of section{self.section_property.designation}") + if self.section_property.type == "Rolled": + web_class = IS800_2007.Table2_iii( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius), + self.section_property.web_thickness, + self.material_property.fy, + ) + flange_class = IS800_2007.Table2_i( + self.section_property.flange_width / 2, + self.section_property.flange_thickness, + self.material_property.fy,self.section_property.type + )[0] + web_ratio = (self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 /self.section_property.flange_thickness + else: + flange_class = IS800_2007.Table2_i( + ( + (self.section_property.flange_width / 2) + # - (self.section_property.web_thickness / 2) + ), + self.section_property.flange_thickness, + self.section_property.fy, + self.section_property.type, + )[0] + + web_class = IS800_2007.Table2_iii( + ( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + ), + self.section_property.web_thickness, + self.material_property.fy, # classification_type="Axial compression", + ) + web_ratio = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 / self.section_property.flange_thickness + print(f"\n \n \n flange_class {flange_class} \n web_class{web_class} \n \n") + if flange_class == "Slender" or web_class == "Slender": + self.section_class = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + self.effective_length_beam(design_dictionary, self.length) # mm + + print( 'self.allow_class', self.allow_class) + if self.section_property.plast_sec_mod_z >= self.Zp_req: + print( 'self.section_property.plast_sec_mod_z More than Requires') + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.It = self.section_property.It + # ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness ** 3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness ** 3 + # ) / 3 + self.hf = self.section_property.depth - self.section_property.flange_thickness + self.Iw = self.section_property.Iw + # 0.5 ** 2 * self.section_property.mom_inertia_y * self.hf ** 2 + + + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + _ = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + self.material_property.modulus_of_elasticity, + 0.3, + self.section_property.mom_inertia_y, + self.It, + self.Iw, + self.effective_length * 1e3, self.beta_b_lt, self.section_property.plast_sec_mod_z, self.hf, self.section_property.rad_of_gy_y, self.section_property.flange_thickness + ) + self.M_cr = _[0] + self.fcrb = _[1] + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + self.beta_b_lt, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + self.M_cr + ) + if lambda_lt < 0.4: + lambda_check = True + continue + if self.allow_class != 'No': + if ( + self.section_class == KEY_SemiCompact + or self.section_class == KEY_Compact + or self.section_class == KEY_Plastic + ): + + self.input_section_list.append(trial_section) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio,self.It,self.hf,self.Iw,self.M_cr,self.beta_b_lt,lambda_lt,self.fcrb]}) + else: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + + elif self.section_class == "Slender": + self.logger.warning(f"The section.{trial_section} is Slender. Ignoring") + else: + if self.section_class == KEY_Compact or self.section_class == KEY_Plastic: + self.input_section_list.append(trial_section) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio,self.It,self.hf,self.Iw,self.M_cr,self.beta_b_lt,lambda_lt, self.fcrb]}) + else: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + elif self.section_class == "Slender": + self.logger.warning(f"The section.{trial_section} is Slender. Ignoring") + # self.design_status = False + # self.design_status_list.append(self.design_status) + elif self.section_class == KEY_SemiCompact: + self.logger.warning( + f"The section.{trial_section} is Semi-Compact. Ignoring" + ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + if lambda_check: + self.logger.info("After checking Non-dimensional slendʒerness ratio for given sections, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ") + if len(self.input_section_list) == 0: + local_flag = False + else: + local_flag = True + return local_flag + + def effective_length_beam(self, design_dictionary, length): + self.effective_length = float(length) + print(f"Inside effective_length_beam") + self.Loading = design_dictionary[KEY_LOAD] # 'Normal'or 'Destabilizing' + # self.Latex_length = design_dictionary[KEY_LENGTH_OVERWRITE] + if design_dictionary[KEY_LENGTH_OVERWRITE] == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + self.effective_length = IS800_2007.cl_8_3_1_EffLen_Simply_Supported( + Torsional=self.Torsional_res, + Warping=self.Warping, + length=length, + depth=(self.section_property.depth/1000), + load=self.Loading, + ) + print(f"Working 1 {self.effective_length}") + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + self.effective_length = IS800_2007.cl_8_3_3_EffLen_Cantilever( + Support=self.Support, + Top=self.Top, + length=length, + load=self.Loading, + ) + print(f"Working 2 {self.effective_length}") + else: + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + + try: + if float(design_dictionary[KEY_LENGTH_OVERWRITE]) <= 0: + design_dictionary[KEY_LENGTH_OVERWRITE] = 'NA' + else: + length = length * float(design_dictionary[KEY_LENGTH_OVERWRITE]) + + self.effective_length = length + print(f"Working 3 {self.effective_length}") + except: + print(f"Inside effective_length_beam",type(design_dictionary[KEY_LENGTH_OVERWRITE])) + self.logger.warning("Invalid Effective Length Parameter.") + self.logger.info('Effective Length Parameter is set to default: 1.0') + design_dictionary[KEY_LENGTH_OVERWRITE] = '1.0' + self.effective_length_beam(design_dictionary, length) + print(f"Working 4 {self.effective_length}") + print(f"Inside effective_length_beam",self.effective_length, design_dictionary[KEY_LENGTH_OVERWRITE]) + + + def lambda_lt_check_member_type(self, Mcr=0, fcrb=0, Zp=0, f_y=0, Ze=0, beta_b=0): + lambda_lt_1 = math.sqrt(beta_b * Zp * f_y / Mcr) + lambda_lt_2 = math.sqrt(f_y / fcrb) + lambda_lt_check = math.sqrt(1.2 * Ze * f_y / Mcr) + if lambda_lt_1 == lambda_lt_2: + if lambda_lt_1 <= lambda_lt_check: + return lambda_lt_1 + self.logger.warning(" Issues with the non-dimensional slenderness ratio Lambda_lt") + + def common_checks_1(self, section, step=1, list_result=None, list_1=None): + if step == 1: + print(f"Working correct here") + elif step == 2: + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round( + self.effective_area * self.effective_area_factor, 2 + ) + + + elif step == 3: + # 2.1 - Buckling curve classification and Imperfection factor + if self.section_property.type == 'Rolled': + self.buckling_class = 'c' + self.imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor( + buckling_class=self.buckling_class + ) + elif step == 4: + # self.slenderness = self.effective_length / min(self.section_property.rad_of_gy_z, self.section_property.rad_of_gy_y) * 1000 + print( + f"\n data sent " + f" self.material_property.fy {self.material_property.fy}" + f"self.gamma_m0 {self.gamma_m0}" + f"self.slenderness {self.slenderness}" + f" self.imperfection_factor {self.imperfection_factor}" + f"self.section_property.modulus_of_elasticity {self.section_property.modulus_of_elasticity}" + ) + + list_cl_7_1_2_1_design_compressisive_stress = ( + IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.material_property.fy, + self.gamma_m0, + self.slenderness, + self.imperfection_factor, + self.section_property.modulus_of_elasticity, + check_type=list_result, + ) + ) + for x in list_cl_7_1_2_1_design_compressisive_stress: + print(f"x {x} ") + self.euler_buckling_stress = list_cl_7_1_2_1_design_compressisive_stress[0] + self.nondimensional_effective_slenderness_ratio = ( + list_cl_7_1_2_1_design_compressisive_stress[1] + ) + self.phi = list_cl_7_1_2_1_design_compressisive_stress[2] + self.stress_reduction_factor = list_cl_7_1_2_1_design_compressisive_stress[ + 3 + ] + self.design_compressive_stress_fr = ( + list_cl_7_1_2_1_design_compressisive_stress[4] + ) + self.design_compressive_stress = ( + list_cl_7_1_2_1_design_compressisive_stress[5] + ) + self.design_compressive_stress_max = ( + list_cl_7_1_2_1_design_compressisive_stress[6] + ) + elif step == 5: + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_result.copy() # Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + print( + f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}" + ) + elif step == 6: + self.single_result[self.sec_profile] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.single_result[self.sec_profile][j] = k + # k += 1 + list_2.pop(0) + break + print(f"\n self.single_result {self.single_result}") + + def list_changer(self, change, list,list_name, check = True): + list_name.extend([ + "Designation"]) + if self.high_shear_check and self.section_class != 'Semi-Compact': + list.extend( + [self.bending_strength_section_reducedby, self.beta_reduced, self.M_d]) + list_name.extend([ + "Mfd", + "Beta_reduced", + 'M_d' + ]) + #Latex para also + list.extend( + [self.latex_tension_zone,self.web_buckling_check,self.effective_depth, self.web_buckling, self.section_class, self.effective_area, self.shear_strength, self.high_shear_check, + self.bending_strength_section, self.effective_length, self.ur, + self.cost, self.beta_b_lt]) + list_name.extend([ + 'latex.tension_zone', + 'Web.Buckling', + 'Reduced.depth', + 'Buckling.crippling', + "Section class", + "Effective area", + "Shear Strength", + "High Shear check", + "Bending Strength", + "Effective_length", + "UR", + "Cost", + "Beta_b" + ]) + #Web buckling parameters + # if self.web_buckling_check and (self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0] or self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] ) : + # list.extend( + # [self.K_v, self.tau_crc, self.lambda_w, self.tau_b, + # self.V_cr]) + # list_name.extend([ + # 'Kv', + # 'tau_crc', + # 'lambda_w', + # 'tau_b', + # "V_cr" + # ]) + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] and self.web_buckling_check: + list.extend( + [self.Mfr, self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness) + , self.c, self.phi_girder,self.s_girder ,self.wtf_girder,self.sai_girder, self.fv_girder,self.V_p,self.V_tf_girder]) + list_name.extend([ + 'Mfr', + 'Nf', + 'c', + 'phi_girder', + "s_girder", + 'wtf_girder', + 'sai_girder', + 'fv_girder', + 'V_p', + 'V_tf_girder' + ]) + if change == 'Web Buckling': + list.extend([self.I_eff_web, self.A_eff_web, self.r, self.buckling_class, + self.imperfection_factor, + self.slenderness, + self.euler_buckling_stress, + self.nondimensional_effective_slenderness_ratio, + self.phi, + self.stress_reduction_factor, + self.design_compressive_stress_fr, + self.design_compressive_stress_max, + self.design_compressive_stress, + self.section_capacity, + self.F_wb]) + + list_name.extend ([ + "WebBuckling.I_eff", + "WebBuckling.A_eff", + "WebBuckling.r_eff", + "Buckling_class", + "IF", + "Effective_SR", + "EBS", + "ND_ESR", + "phi", + "SRF", + "FCD_formula", + "FCD_max", + "FCD", + "Capacity", + "Web_crippling" + ]) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + list.extend([self.It, + self.Iw, + self.alpha_lt, + self.lambda_lt, + self.phi_lt, + self.X_lt, + self.fbd_lt, + self.lateral_tb]) + + list_name.extend([ + "It", + "Iw", + "IF_lt", + "ND_ESR_lt", + "phi_lt", + "SRF_lt", + "FCD_lt", + "Mcr" + ]) + return list,list_name + + # def plate_girder_design(self, section): + # if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + # self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + # self.material_property.modulus_of_elasticity, + # 0.3,self.effective_depth, + # self.section_property.web_thickness) + # self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw,self.tau_crc) + # self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + # self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, self.effective_depth * self.section_property.web_thickness) + # d_red = self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + # tau_b = self.load.shear_force / (self.effective_depth * self.section_property.web_thickness) + # if tau_b <= self.fyw / math.sqrt(3): + # lambda_w = 0.8 + # else: + # lambda_w = min((tau_b*(math.sqrt(3)/self.fyw) - 1.64) / (-0.8), math.sqrt(tau_b*(math.sqrt(3)/self.fyw))) + # tau_crc = self.fyw / (math.sqrt(3) * lambda_w ** 2) + + def plate_girder_strength(self): + self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + self.material_property.modulus_of_elasticity, + 0.3,self.effective_depth, + self.section_property.web_thickness) + self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw,self.tau_crc) + self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, self.effective_depth * self.section_property.web_thickness) / 10**3 + print('\n plate_girder_strength', '\n tau_crc',self.tau_crc,'\n self.lambda_w',self.lambda_w,'\n self.tau_b',self.tau_b,'\n self.V_cr',self.V_cr) + def plate_girder_strength2(self): + + self.plate_girder_strength() + self.phi_girder, self.M_fr_girder ,self.s_girder ,self.wtf_girder,self.sai_girder, self.fv_girder, self.V_tf_girder= IS800_2007.cl_8_4_2_2_TensionField(self.c, + self.effective_depth,self.section_property.web_thickness, + self.fyw,self.section_property.flange_width, + self.section_property.flange_thickness,self.fyf, + self.load.moment/(self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0,self.effective_depth * self.section_property.web_thickness,self.tau_b,self.V_p ) + + + def results(self, design_dictionary): + _ = [i for i in self.optimum_section_ur if i > 1.0] + print( '_ ',_) + if len(_)==1: + temp = _[0] + elif len(_)==0: + temp = None + else: + temp = sorted(_)[0] + self.failed_design_dict = self.optimum_section_ur_results[temp] if temp is not None else None + print('self.failed_design_dict ',self.failed_design_dict) + + # sorting results from the dataset + # if len(self.input_section_list) > 1: + # results based on UR + if self.optimization_parameter == "Utilization Ratio": + filter_UR = filter( + lambda x: x <= min(self.allowable_utilization_ratio, 1.0), + self.optimum_section_ur + ) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + print(f"self.optimum_section_ur{self.optimum_section_ur} \n self.optimum_section_ur_results{self.optimum_section_ur_results}") + # print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + self.logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + self.logger.error( + "The solver did not find any adequate section from the defined list." + ) + + self.design_status = False + if len(self.failed_design_dict)>0: + self.logger.info( + "The details for the best section provided is being shown" + ) + self.result_UR = self.failed_design_dict['UR'] #temp TODO @Rutvik + self.common_result( + + list_result=self.failed_design_dict, + result_type=None, + ) + self.logger.warning( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + else: + self.logger.warning( + "Plastic section modulus of selected sections is less than required." + ) + return + # self.design_status_list.append(self.design_status) + + else: + self.failed_design_dict = None + self.result_UR = self.optimum_section_ur[-1] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + self.common_result( + + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + self.design_status = True + # print results + # if len(self.optimum_section_ur) == 0: + # logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # pass + # else: + # if self.optimization_parameter == "Utilization Ratio": + # self.common_result( + # self, + # list_result=self.optimum_section_ur_results, + # result_type=self.result_UR, + # ) + # else: + # self.result_UR = self.optimum_section_cost_results[ + # self.result_cost + # ]["UR"] + # + # # checking if the selected section based on cost satisfies the UR + # if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + # trial_cost = [] + # for cost in self.optimum_section_cost: + # self.result_UR = self.optimum_section_cost_results[ + # cost + # ]["UR"] + # if self.result_UR <= min( + # self.allowable_utilization_ratio, 1.0 + # ): + # trial_cost.append(cost) + # + # trial_cost.sort() + # + # if len(trial_cost) == 0: # no design was successful + # logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # print(f"design_status_list{self.design_status} \n") + # else: + # self.result_cost = trial_cost[ + # 0 + # ] # optimum section based on cost which passes the UR check + # self.design_status = True + # + # # results + # self.common_result( + # self, + # list_result=self.optimum_section_cost_results, + # result_type=self.result_cost, + # ) + # + # print(f"design_status_list2{self.design_status}") + self.design_status_list.append(self.design_status) + for status in self.design_status_list: + print('status list', status) + if status is False: + self.design_status = False + break + else: + self.design_status = True + + def common_result(self, list_result, result_type, flag=1): + try: + self.result_designation = list_result[result_type]["Designation"] # TODO debug + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + ) + ) + self.result_latex_tension_zone = list_result[result_type]["latex.tension_zone"] + self.result_web_buckling_check = list_result[result_type]["Web.Buckling"] + self.result_eff_d = list_result[result_type]["Reduced.depth"] + self.result_buckling_crippling = list_result[result_type]["Buckling.crippling"] + + self.result_section_class = list_result[result_type]["Section class"] + self.result_effective_area = round(list_result[result_type]["Effective area"],2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear = round(list_result[result_type]["Shear Strength"], 2) + self.result_high_shear = list_result[result_type]["High Shear check"] + self.result_bending = round(list_result[result_type]["Bending Strength"], 2) + self.result_eff_len = round(list_result[result_type]["Effective_length"], 2) + self.result_cost = list_result[result_type]["Cost"] + self.result_betab = list_result[result_type]["Beta_b"] + + if self.result_web_buckling_check : + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.logger.info('Transverse Stiffeners at supports required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result[result_type]['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result[result_type]['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result[result_type]['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result[result_type]['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result[result_type]['V_cr'], 2) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.logger.info('Transverse Stiffeners at supports and intermediate transverse stiffener required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result[result_type]['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result[result_type]['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result[result_type]['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result[result_type]['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result[result_type]['V_cr'], 2) + self.result_web_buckling_simple_Mfr = round(list_result[result_type]['Mfr']*10**-6, 2) + self.result_web_buckling_simple_Nf = round(list_result[result_type]['Nf'], 2) + self.result_web_buckling_simple_c = round(list_result[result_type]['c'], 2) + self.result_web_buckling_simple_phi_girder = round(list_result[result_type]['phi_girder'], 2) + self.result_web_buckling_simple_s_girder = round(list_result[result_type]['s_girder'], 2) + self.result_web_buckling_simple_wtf_girder = round(list_result[result_type]['wtf_girder'], 2) + self.result_web_buckling_simple_sai_girder = round(list_result[result_type]['sai_girder'], 2) + self.result_web_buckling_simple_fv_girder = round(list_result[result_type]['fv_girder'], 2) + self.result_web_buckling_simple_V_p_girder = round(list_result[result_type]['V_p'], 2) + self.result_web_buckling_simple_fV_tf_girder = round(list_result[result_type]['V_tf_girder'], 2) + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE : + self.result_mcr = round(list_result[result_type]['Mcr'], 2) + self.result_IF_lt = round(list_result[result_type]["IF_lt"], 2) + self.result_tc = round(list_result[result_type]["It"], 2) + self.result_wc = round(list_result[result_type]["Iw"], 2) + self.result_nd_esr_lt = round(list_result[result_type]["ND_ESR_lt"], 2) + self.result_phi_lt = round(list_result[result_type]["phi_lt"], 2) + self.result_srf_lt = round(list_result[result_type]["SRF_lt"], 2) + self.result_fcd__lt = round(list_result[result_type]["FCD_lt"], 2) + else: + self.result_mcr = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_nd_esr_lt = 'NA' + self.result_phi_lt = 'NA' + self.result_srf_lt = 'NA' + self.result_fcd__lt = 'NA' + + if self.web_buckling : + + self.result_bcI_eff = list_result[result_type]['WebBuckling.I_eff'] + self.result_bcA_eff = list_result[result_type]['WebBuckling.A_eff'] + self.result_bcr_eff = list_result[result_type]['WebBuckling.r_eff'] + self.result_bc = list_result[result_type]['Buckling_class'] + self.result_IF = round(list_result[result_type]["IF"], 2) + self.result_eff_sr = round(list_result[result_type]["Effective_SR"], 2) + self.result_ebs = round(list_result[result_type]["EBS"], 2) + self.result_nd_esr = round(list_result[result_type]["ND_ESR"], 2) + self.result_phi_zz = round(list_result[result_type]["phi"], 2) + self.result_srf = round(list_result[result_type]["SRF"], 2) + self.result_fcd_1_zz = round(list_result[result_type]["FCD_formula"], 2) + self.result_fcd_2 = round(list_result[result_type]["FCD_max"], 2) + self.result_fcd = round(list_result[result_type]["FCD"], 2) + self.result_capacity = round(list_result[result_type]["Capacity"], 2) + self.result_crippling = round(list_result[result_type]["Web_crippling"], 2) + else: + self.result_bc = 'NA' + self.result_IF = 'NA' + self.result_eff_sr = 'NA' + self.result_lambda_vv = 'NA' + self.result_lambda_psi = 'NA' + self.result_ebs = 'NA' + self.result_nd_esr = 'NA' + self.result_phi_zz = 'NA' + self.result_srf = 'NA' + self.result_fcd_1_zz = 'NA' + self.result_fcd_2 = 'NA' + self.result_fcd = 'NA' + self.result_capacity = 'NA' + self.result_crippling = 'NA' + if self.result_high_shear and self.input_section_classification[self.result_designation][0] != 'Semi-Compact': + self.result_mfd = list_result[result_type]["Mfd"] + self.result_beta_reduced = list_result[result_type]["Beta_reduced"] + self.result_Md= list_result[result_type]["M_d"] + except: + self.result_designation = list_result["Designation"] + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + ) + ) + self.result_latex_tension_zone = list_result["latex.tension_zone"] + self.result_web_buckling_check = list_result["Web.Buckling"] + self.result_eff_d = list_result["Reduced.depth"] + self.result_buckling_crippling = list_result["Buckling.crippling"] + + self.result_section_class = list_result["Section class"] + self.result_effective_area = round(list_result["Effective area"],2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear = round(list_result["Shear Strength"], 2) + self.result_high_shear = list_result["High Shear check"] + self.result_bending = round(list_result["Bending Strength"], 2) + self.result_eff_len = round(list_result["Effective_length"], 2) + self.result_cost = list_result["Cost"] + self.result_betab = list_result["Beta_b"] + + if self.result_web_buckling_check : + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.logger.info('Transverse Stiffeners at supports required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result['V_cr'], 2) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.logger.info('Transverse Stiffeners at supports and intermediate transverse stiffener required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result['V_cr'], 2) + self.result_web_buckling_simple_Mfr = round(list_result['Mfr']*10**-6, 2) + self.result_web_buckling_simple_Nf = round(list_result['Nf'], 2) + self.result_web_buckling_simple_c = round(list_result['c'], 2) + self.result_web_buckling_simple_phi_girder = round(list_result['phi_girder'], 2) + self.result_web_buckling_simple_s_girder = round(list_result['s_girder'], 2) + self.result_web_buckling_simple_wtf_girder = round(list_result['wtf_girder'], 2) + self.result_web_buckling_simple_sai_girder = round(list_result['sai_girder'], 2) + self.result_web_buckling_simple_fv_girder = round(list_result['fv_girder'], 2) + self.result_web_buckling_simple_V_p_girder = round(list_result['V_p'], 2) + self.result_web_buckling_simple_fV_tf_girder = round(list_result['V_tf_girder'], 2) + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE : + self.result_mcr = round(list_result['Mcr'], 2) + self.result_IF_lt = round(list_result["IF_lt"], 2) + self.result_tc = round(list_result["It"], 2) + self.result_wc = round(list_result["Iw"], 2) + self.result_nd_esr_lt = round(list_result["ND_ESR_lt"], 2) + self.result_phi_lt = round(list_result["phi_lt"], 2) + self.result_srf_lt = round(list_result["SRF_lt"], 2) + self.result_fcd__lt = round(list_result["FCD_lt"], 2) + else: + self.result_mcr = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_nd_esr_lt = 'NA' + self.result_phi_lt = 'NA' + self.result_srf_lt = 'NA' + self.result_fcd__lt = 'NA' + + if self.web_buckling : + + self.result_bcI_eff = list_result['WebBuckling.I_eff'] + self.result_bcA_eff = list_result['WebBuckling.A_eff'] + self.result_bcr_eff = list_result['WebBuckling.r_eff'] + self.result_bc = list_result['Buckling_class'] + self.result_IF = round(list_result["IF"], 2) + self.result_eff_sr = round(list_result["Effective_SR"], 2) + self.result_ebs = round(list_result["EBS"], 2) + self.result_nd_esr = round(list_result["ND_ESR"], 2) + self.result_phi_zz = round(list_result["phi"], 2) + self.result_srf = round(list_result["SRF"], 2) + self.result_fcd_1_zz = round(list_result["FCD_formula"], 2) + self.result_fcd_2 = round(list_result["FCD_max"], 2) + self.result_fcd = round(list_result["FCD"], 2) + self.result_capacity = round(list_result["Capacity"], 2) + self.result_crippling = round(list_result["Web_crippling"], 2) + else: + self.result_bc = 'NA' + self.result_IF = 'NA' + self.result_eff_sr = 'NA' + self.result_lambda_vv = 'NA' + self.result_lambda_psi = 'NA' + self.result_ebs = 'NA' + self.result_nd_esr = 'NA' + self.result_phi_zz = 'NA' + self.result_srf = 'NA' + self.result_fcd_1_zz = 'NA' + self.result_fcd_2 = 'NA' + self.result_fcd = 'NA' + self.result_capacity = 'NA' + self.result_crippling = 'NA' + if self.result_high_shear and self.input_section_classification[self.result_designation][0] != 'Semi-Compact': + self.result_mfd = list_result["Mfd"] + self.result_beta_reduced = list_result["Beta_reduced"] + self.result_Md= list_result["M_d"] + + ### start writing save_design from here! + def save_design(self, popup_summary): + # print('self.design_status', self.design_status,'len(self.failed_design_dict)', len(self.failed_design_dict)) + if (self.design_status and self.failed_design_dict is None) or (not self.design_status and len(self.failed_design_dict)>0):# TODO @Rutvik + self.section_property = self.section_connect_database(self.result_designation) + if self.sec_profile=='Columns' or self.sec_profile=='Beams' or self.sec_profile == VALUES_SECTYPE[1]: + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + + + + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SHEAR+'*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex+'*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.result_eff_len, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + "Selected Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0]: + # self.report_input.update({ + # KEY_DISP_BENDING: self.bending_type}) + # elif self.latex_design_type == VALUES_SUPP_TYPE_temp[1]: + # self.report_input.update({ + # KEY_BEAM_SUPP_TYPE_DESIGN: self.support, + # # KEY_DISP_BENDING: self.bending_type, + # }) + self.report_input.update({ + KEY_DISP_SUPPORT : self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES:self.Warping }) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference" : "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Effective Area', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Effective Area ($mm^2$)', ' ', + sectional_area_change(round(self.result_effective_area,2), round(self.section_property.area,2), + self.effective_area_factor), + ' ') + self.report_check.append(t1) + + # t1 = ('SubSection', 'Section parameters', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + # self.report_check.append(t1) + # t1 = ('d_{web}', ' ', + # sectional_area_change(round(self.result_effective_area,2), round(self.section_property.area,2), + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + t1 = ('SubSection', 'Section Classification', '|p{3cm}|p{3.5cm}|p{8.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Web Class', 'Neutral Axis at Mid-Depth', + cl_3_7_2_section_classification_web(round(self.result_eff_d, 2), round(self.section_property.web_thickness, 2), round(self.input_section_classification[self.result_designation][4],2), + self.epsilon, self.section_property.type, + self.input_section_classification[self.result_designation][2]), + ' ') + self.report_check.append(t1) + t1 = ('Flange Class', self.section_property.type, + cl_3_7_2_section_classification_flange(round(self.section_property.flange_width/2, 2), + round(self.section_property.flange_thickness, 2), round( + self.input_section_classification[self.result_designation][3], 2), + self.epsilon, + self.input_section_classification[self.result_designation][1]), + ' ') + self.report_check.append(t1) + t1 = ('Section Class', ' ', + cl_3_7_2_section_classification( + self.input_section_classification[self.result_designation][0]), + ' ') + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Slenderness Check', '|p{3cm}|p{4cm}|p{6cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_Web_Buckling, cl_8_2_1web_buckling_required(round(self.epsilon,2),round(67 * self.epsilon,2)), + cl_8_2_1web_buckling_1(self.result_eff_d, self.section_property.web_thickness, + round(self.result_eff_d / self.section_property.web_thickness,2), self.result_web_buckling_check), + get_pass_fail(67 * self.epsilon, round(self.result_eff_d / self.section_property.web_thickness,2), relation="Custom")) + self.report_check.append(t1) + if self.result_web_buckling_check: + t1 = ('SubSection', 'Shear Strength Results: ' + self.support_cndition_shear_buckling, '|p{3.5cm}|p{1.5cm}|p{10cm}|p{1cm}|') + self.report_check.append(t1) + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_K_v_latex , ' ',cl_8_4_2_2_KV(self.result_web_buckling_simple_kv,self.support_cndition_shear_buckling), + + ' ') + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_Transverse_Stiffener_spacing, ' ', + cl_8_4_2_2_Transverse_Stiffener_spacing(self.result_web_buckling_simple_c), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_K_v_latex, ' ',cl_8_4_2_2_KV(self.result_web_buckling_simple_kv,self.support_cndition_shear_buckling, self.result_web_buckling_simple_c,self.result_eff_d ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_Elastic_Critical_shear_stress_web, ' ', + cl_8_4_2_2_taucrc(self.result_web_buckling_simple_kv, 2 * 10 ** 5, 0.3, + self.result_eff_d, + self.section_property.web_thickness, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + + + t1 = (KEY_DISP_slenderness_ratio_web, ' ', + cl_8_4_2_2_slenderness_ratio(self.fyw, self.result_web_buckling_simple_lambda_w, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_WELD_SHEAR_STRESS, ' ', + cl_8_4_2_2_shearstress_web(self.fyw, self.result_web_buckling_simple_lambda_w, self.result_web_buckling_simple_tau_b), + ' ') + self.report_check.append(t1) + + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength(self.result_eff_d, self.section_property.web_thickness,self.result_web_buckling_simple_V_cr, + self.result_web_buckling_simple_tau_b, self.result_shear), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear, 2), round(0.6 * self.result_shear, 2), + self.result_high_shear, self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(0.6 * self.result_shear, 2), + relation="Warn", M1=self.result_high_shear)) + self.report_check.append(t1) + + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_BUCKLING_STRENGTH + '(V_p)', ' ', + cl_8_4_1_plastic_shear_resistance_Vp(self.result_eff_d,self.section_property.web_thickness,self.fyw, self.result_web_buckling_simple_V_p_girder + ), + ' ') + self.report_check.append(t1) + + t1 = ('N_f (N)', ' ', + cl_8_4_2_2_N_f(self.section_property.depth, + self.section_property.flange_thickness, + self.section_property.depth - self.section_property.flange_thickness, + round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness),2) , self.load.moment + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_reduced_moment + '(M_{fr})', ' ', + cl_8_4_2_2_TensionField_reduced_moment(self.result_web_buckling_simple_Mfr, self.section_property.flange_width,self.section_property.flange_thickness, + self.fyf, round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness),2) + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_tension_field_incline , ' ', + cl_8_4_2_2_TensionField_phi(self.result_web_buckling_simple_phi_girder, self.result_web_buckling_simple_c,self.result_eff_d + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_AnchoragelengthTensionField, ' ', + cl_8_4_2_2_TensionField_anchorage_length(self.result_web_buckling_simple_s_girder, self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_Mfr, self.fyw, self.section_property.web_thickness + ), + ' ') + self.report_check.append(t1) + + + t1 = (KEY_DISP_WidthTensionField , ' ', + cl_8_4_2_2_KEY_DISP_WidthTensionField(self.result_eff_d,self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_c, + self.result_web_buckling_simple_s_girder,self.result_web_buckling_simple_wtf_girder + ), + ' ') + self.report_check.append(t1) + # t1 = (KEY_DISP_reduced_moment + '(M_{fr}', ' ', + # cl_8_4_2_2_TensionField_reduced_moment(self.result_eff_d, + # self.result_web_buckling_simple_phi_girder, + # self.result_web_buckling_simple_c, + # self.result_web_buckling_simple_s_girder,self.result_web_buckling_simple_wtf_girder + # ), + # ' ') + # self.report_check.append(t1) + t1 = (KEY_DISP_Yield_Strength_Tension_field, ' ', + cl_8_4_2_2_Yield_Strength_Tension_field(self.fyw, + self.result_web_buckling_simple_tau_b, + self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_fv_girder + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength_tensionfield(self.effective_depth * self.section_property.web_thickness, self.result_web_buckling_simple_tau_b,self.result_web_buckling_simple_V_p_girder, + self.result_shear,self.section_property.web_thickness, self.result_web_buckling_simple_wtf_girder, self.result_web_buckling_simple_fv_girder, + self.result_web_buckling_simple_phi_girder, round(self.result_web_buckling_simple_fV_tf_girder * 10**-3,2)), + ' ') + self.report_check.append(t1) + + + else: + + t1 = ('SubSection', 'Shear Strength Results', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR, self.load.shear_force * 10 ** -3, + cl_8_4_shear_yielding_capacity_member_(self.section_property.depth, + self.section_property.web_thickness, self.material_property.fy, + self.gamma_m0, round(self.result_shear, 2)), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear,2), round(0.6 * self.result_shear,2), self.result_high_shear,self.load.shear_force*10**-3), + get_pass_fail(self.load.shear_force*10**-3, round(0.6 * self.result_shear,2), relation="Warn",M1=self.result_high_shear)) + self.report_check.append(t1) + + # t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|') + + t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{1.5cm}|p{9cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.result_high_shear: + t1 = (KEY_DISP_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_beta_reduced,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_8_2_1_2_moment_capacity_member(round(self.result_betab,3), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2), self.section_property.elast_sec_mod_z,self.result_section_class,self.support), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + elif self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # KEY_DISP_Elastic_CM_latex + t1 = (KEY_DISP_Elastic_CM_latex, ' ', + cl_8_2_2_1_Mcr( + self.result_mcr, + self.material_property.modulus_of_elasticity, + self.section_property.mom_inertia_y, + self.result_eff_len, self.material_property.modulus_of_elasticity/(2*1.3), + self.section_property.It, self.section_property.Iw + # round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + # cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + # round(self.result_bcI_eff,2)), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_A_eff_latex+ '($mm^2$)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_r_eff_latex+ '(mm)', ' ', + # cl_8_7_3_reff_web_check(round(self.result_bcr_eff,2), round(self.result_bcI_eff,2), + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda_{LT}$)', ' ', + cl_8_2_2_slenderness(round(self.result_betab, 2),self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z,self.result_mcr,self.material_property.fy, + self.result_nd_esr_lt), + ' ') + self.report_check.append(t1) + + # # t1 = (KEY_DISP_SLENDER, ' ', + # # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # # self.result_eff_sr), + # # ' ') + # # self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + # cl_8_7_1_5_buckling_curve(), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha_{LT}$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF_lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + # cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr,self.result_ebs), + # ' ') + # self.report_check.append(t1) + + t1 = ('$\phi_{LT}$', ' ', + cl_8_2_2_phi(self.result_IF_lt,self.result_nd_esr_lt, self.result_phi_lt), + ' ') + self.report_check.append(t1) + + t1 = ('Bending Compressive stress($N/mm^2$)', ' ', + cl_8_2_2_Bending_Compressive(self.material_property.fy,self.gamma_m0,self.result_nd_esr_lt,self.result_phi_lt,self.result_fcd__lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + # cl_7_1_2_design_compressive_strength(self.result_capacity,round(( + # self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness,2), self.result_fcd,self.load.shear_force * 10 ** -3), + # get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + # self.report_check.append(t1) + + if self.result_high_shear: + t1 = (KEY_DISP_LTB_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + t1 = (KEY_DISP_REDUCE_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_betab,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = ('Moment Strength (kNm)', self.load.moment*10**-6, + cl_8_2_2_moment_capacity_member(round(self.result_betab,2), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2),self.section_property.elast_sec_mod_z,self.result_section_class,self.support), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + if self.result_buckling_crippling: + t1 = ('SubSection', 'Web Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + round(self.result_bcI_eff,2)), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_A_eff_latex+ '($mm^2$)', ' ', + cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_r_eff_latex+ '(mm)', ' ', + cl_8_7_3_reff_web_check(round(self.result_bcr_eff,2), round(self.result_bcI_eff,2), + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda$)', ' ', + cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + self.result_eff_sr), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_SLENDER, ' ', + # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # self.result_eff_sr), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + cl_8_7_1_5_buckling_curve(), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr,self.result_ebs), + ' ') + self.report_check.append(t1) + + t1 = ('$\phi$', ' ', + cl_8_7_1_5_phi(0.49,self.result_eff_sr, self.result_phi_zz), + ' ') + self.report_check.append(t1) + + t1 = ('Buckling stress($N/mm^2$)', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy,self.gamma_m0,self.result_eff_sr,self.result_phi_zz,self.result_fcd_2,self.result_fcd), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + cl_7_1_2_design_compressive_strength(self.result_capacity,round(( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness,2), self.result_fcd,self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Bearing Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = ('Bearing Strength(kN)', self.load.shear_force * 10 ** -3, + cl_8_7_4_Bearing_stiffener_check(self.bearing_length, round(2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness), 2), + self.section_property.web_thickness, + self.material_property.fy, self.gamma_m0, + round(self.result_crippling, 2), + self.section_property.root_radius, + self.section_property.flange_thickness), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_crippling, 2), relation="leq")) + + self.report_check.append(t1) + + t1 = ('SubSection', 'Utilization', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + # TODO + if self.result_buckling_crippling: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3,round(self.result_shear, 2), + self.load.moment*10**-6, round(self.result_bending, 2), + self.result_UR,type=2,Pd=self.result_capacity, fw=self.result_crippling), + get_pass_fail(1.0, self.result_UR, relation="geq")) + else: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3,round(self.result_shear, 2), + self.load.moment*10**-6, round(self.result_bending, 2), + self.result_UR), + get_pass_fail(1.0, self.result_UR, relation="geq")) + self.report_check.append(t1) +# + # elif not self.design_status or len(self.failed_design_dict)>0: + # self.section_property = self.section_connect_database(self, self.result_designation) + + # if self.sec_profile=='Columns' or self.sec_profile=='Beams' or self.sec_profile == VALUES_SECTYPE[1]: + # self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + # KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + # KEY_DISP_COLSEC_REPORT: self.section_property.designation, + # KEY_DISP_MATERIAL: self.section_property.material, + # # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + # KEY_REPORT_MASS: self.section_property.mass, + # KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + # KEY_REPORT_DEPTH: self.section_property.depth, + # KEY_REPORT_WIDTH: self.section_property.flange_width, + # KEY_REPORT_WEB_THK: self.section_property.web_thickness, + # KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + # KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + # KEY_REPORT_R1: self.section_property.root_radius, + # KEY_REPORT_R2: self.section_property.toe_radius, + # KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + # KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + # KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + # KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + # KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + # KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + # KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + # KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + + + + # self.report_input = \ + # {#KEY_MAIN_MODULE: self.mainmodule, + # KEY_MODULE: self.module, #"Axial load on column " + # KEY_DISP_SHEAR+'*': self.load.shear_force * 10 ** -3, + # KEY_DISP_BEAM_MOMENT_Latex+'*': self.load.moment * 10 ** -6, + # KEY_DISP_LENGTH_BEAM: self.result_eff_len, + # KEY_DISP_SEC_PROFILE: self.sec_profile, + # KEY_DISP_SECSIZE: str(self.sec_list), + # KEY_MATERIAL: self.material, + # "Selected Section Details": self.report_column, + # KEY_BEAM_SUPP_TYPE: self.latex_design_type, + # } + + # if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # t1 = ('SubSection', 'Lateral Torsional Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + # self.report_check.append(t1) + + # t1 = ('SubSection', 'Web Bearing Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + # self.report_check.append(t1) + + # t1 = ('Bearing Strength(kN)', self.load.shear_force * 10 ** -3, + # cl_8_7_4_Bearing_stiffener_check(self.bearing_length, round(2.5 * ( + # self.section_property.root_radius + self.section_property.flange_thickness), 2), + # self.section_property.web_thickness, + # self.material_property.fy, self.gamma_m0, + # round(self.result_crippling, 2), + # self.section_property.root_radius, + # self.section_property.flange_thickness), + # get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_crippling, 2), relation="leq")) + + # self.report_check.append(t1) + # t1 = (KEY_DISP_A_eff_latex + '(mm^2)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + # if self.latex_tension_zone == True : + # t1 = (KEY_DISP_TENSION_HOLES, ' ', + # sectional_area_change(self.result_effective_area, self.section_property.area, + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + # else: + # t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + # allow_shear_capacity(round(self.result_shear, 2), round(0.6 * self.result_shear, 2)), + # get_pass_fail(self.load.shear_force)) + # self.report_check.append(t1) + + + + # self.h = (self.beam_D - (2 * self.beam_tf)) + # + # 1.1 Input sections display + # t1 = ('SubSection', 'List of Input Sections',self.sec_list), + # self.report_check.append(t1) + # + # # 2.2 CHECK: Buckling Class - Compatibility Check + # t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + # self.report_check.append(t1) + # + # t1 = ("Section Class ", comp_column_class_section_check_required(self.result_section_class, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + + # t1 = ("h/bf , tf ", comp_column_class_section_check_required(self.bucklingclass, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.3 CHECK: Cross-section classification + # t1 = ('SubSection', 'Cross-section classification', '|p{4.5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + # self.report_check.append(t1) + # + # t1 = ("b/tf and d/tw ", cross_section_classification_required(self.section), + # cross_section_classification_provided(self.tf, self.b1, self.epsilon, self.section, self.b1_tf, + # self.d1_tw, self.ep1, self.ep2, self.ep3, self.ep4), + # 'b = bf / 2,d = h ā€“ 2 ( T + R1),Ī­ = (250 / Fy )^0.5,Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.4 CHECK : Member Check + # t1 = ("Slenderness", cl_7_2_2_slenderness_required(self.KL, self.ry, self.lamba), + # cl_7_2_2_slenderness_provided(self.KL, self.ry, self.lamba), 'PASS') + # self.report_check.append(t1) + # + # t1 = ( + # "Design Compressive stress (fcd)", cl_7_1_2_1_fcd_check_required(self.gamma_mo, self.f_y, self.f_y_gamma_mo), + # cl_7_1_2_1_fcd_check_provided(self.facd), 'PASS') + # self.report_check.append(t1) + # + # t1 = ("Design Compressive strength (Pd)", cl_7_1_2_design_comp_strength_required(self.axial), + # cl_7_1_2_design_comp_strength_provided(self.Aeff, self.facd, self.A_eff_facd), "PASS") + # self.report_check.append(t1) + # + # t1 = ('', '', '', '') + # self.report_check.append(t1) + else: + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SHEAR+'*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex+'*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + # "Failed Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + self.report_input.update({ + KEY_DISP_SUPPORT : self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES:self.Warping }) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference" : "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'All Members Failed', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Plastic Section Modulus', '|p{4cm}|p{1.5cm}|p{2.5cm}|p{8cm}|') + self.report_check.append(t1) + t1 = ('Plastic Section Modulus($mm^3$)', round(self.Zp_req,2), + ' ', + 'Select Sections with atleast required Plastic Section Modulus ') + self.report_check.append(t1) + + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) # + diff --git a/osdag_core/design_type/flexural_member/flexure_cantilever.py b/osdag_core/design_type/flexural_member/flexure_cantilever.py new file mode 100644 index 000000000..985456f8a --- /dev/null +++ b/osdag_core/design_type/flexural_member/flexure_cantilever.py @@ -0,0 +1,2974 @@ +""" + +@Author: Rutvik Joshi - Osdag Team, IIT Bombay [(P) rutvikjoshi63@gmail.com / 30005086@iitb.ac.in] + +@Module - Beam Design - Cantilever + - Laterally Supported Beam [Moment + Shear] + - Laterally Unsupported Beam [Moment + Shear] + + +@Reference(s): 1) IS 800: 2007, General construction in steel - Code of practice (Third revision) + 2) IS 808: 1989, Dimensions for hot rolled steel beam, column, channel, and angle sections and + it's subsequent revision(s) + 3) Design of Steel Structures by N. Subramanian (Fifth impression, 2019, Chapter 15) + 4) Limit State Design of Steel Structures by S K Duggal (second edition, Chapter 11) + +other 8) +references 9) + +""" +import logging +import math +import numpy as np +from ...Common import * +# from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.common_calculation import * +from ..tension_member import * +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties +from ...utils.common import is800_2007 +from ...utils.common.component import * +from ...custom_logger import CustomLogger + +# TODO DEBUG +class Flexure_Cantilever(Member): + + def __init__(self): + # print(f"Here10") + super(Flexure_Cantilever, self).__init__() + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_flexure_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL, KEY_SECSIZE], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t3 = (KEY_DISP_COLSEC, [KEY_SECSIZE, KEY_SEC_MATERIAL], + ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], TYPE_TEXTBOX, self.get_I_sec_properties_from_designation) + change_tab.append(t3) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL])#Need to check + design_input.append(t1) + + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, [ KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH]) #, KEY_STEEL_COST + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [KEY_ALLOW_CLASS, KEY_LOAD]) #, KEY_STEEL_COST, KEY_ShearBucklingOption + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE,KEY_BEARING_LENGTH, KEY_LOAD, KEY_DP_DESIGN_METHOD], '') # KEY_ShearBucklingOption + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + + add_buttons = [] + + # t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + # add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_CLASS: 'Yes', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_LENGTH_OVERWRITE :'NA', + KEY_BEARING_LENGTH : 'NA', + KEY_LOAD : 'Normal', + KEY_DP_DESIGN_METHOD: "Limit State Design", + # KEY_ShearBucklingOption: KEY_DISP_SB_Option[0], + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_FLEXURE2 + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_cantilever_beam_flexure' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + + self.module = KEY_DISP_FLEXURE2 + options_list = [] + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_FLEXURE2, TYPE_MODULE, None, True, "No Validator") + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE3, True, 'No Validator') #'Beam and Column' + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = ( + KEY_DESIGN_TYPE_FLEXURE, + KEY_BEAM_SUPP_TYPE, + TYPE_COMBOBOX, + VALUES_SUPP_TYPE_temp, + True, + "No Validator", + ) + options_list.append(t2) + + # + # t3 = (KEY_BENDING, KEY_DISP_BENDING, TYPE_COMBOBOX, VALUES_BENDING_TYPE, False, 'No Validator') + # options_list.append(t3) + # + # + #t4 = (KEY_SUPPORT, KEY_DISP_SUPPORT, TYPE_NOTE,KEY_DISP_SUPPORT2, True, 'No Validator') + #options_list.append(t4) + + #t12 = (KEY_IMAGE, None, TYPE_IMAGE, Cantilever_img, True, 'No Validator') + #options_list.append(t12) + # + # t10 = (KEY_TORSIONAL_RES, DISP_TORSIONAL_RES, TYPE_COMBOBOX, Torsion_Restraint_list, True, 'No Validator') + # options_list.append(t10) + # + # t11 = (KEY_WARPING_RES, DISP_WARPING_RES, TYPE_COMBOBOX, Warping_Restraint_list, True, 'No Validator') + # options_list.append(t11) + + t11 = (KEY_SUPPORT_TYPE, DISP_SUPPORT_RES, TYPE_COMBOBOX, Supprt_Restraint_list, True, 'No Validator') + options_list.append(t11) + + t11 = (KEY_SUPPORT_TYPE2, DISP_TOP_RES, TYPE_COMBOBOX, Top_Restraint_list, False, 'No Validator') + options_list.append(t11) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH_BEAM, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + + + return options_list + + def fn_profile_section(self, arg_list): + + profile = arg_list[0] + if profile == 'Beams': #Beam and Column + return connectdb("Beams", call_type="popup") + profile2 = connectdb("Columns", call_type="popup") + if profile == 'Columns': #Beam and Column + return connectdb("Columns", call_type="popup") + # profile2 = connectdb("Columns", call_type="popup") + if profile == 'Beams and Columns': #Beam and Column + res1 = connectdb("Beams", call_type="popup") + res2 = connectdb("Columns", call_type="popup") + return list(set(res1 + res2)) + + def fn_torsion_warping(self, arg_list): + print( 'Inside fn_torsion_warping', arg_list) + if arg_list[0] == Torsion_Restraint1: + return Warping_Restraint_list + elif arg_list[0] == Torsion_Restraint2: + return [Warping_Restraint5] + else: + return [Warping_Restraint5] + + + def fn_supp_image(self, arg_list): + print( 'Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_SUPPORT1: + return Simply_Supported_img + else: + return Cantilever_img + + def axis_bending_change(self, arg_list): + design = arg_list[0] + print( 'Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_DESIGN_TYPE_FLEXURE: + return ['NA'] + else: + return VALUES_BENDING_TYPE + + # def show_error_message(self): + # QMessageBox.about(self, 'information', "Your message!") + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + # t3 = ([KEY_SUPPORT], KEY_IMAGE, TYPE_IMAGE, self.fn_supp_image) + # lst.append(t3) + + # t3 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_BENDING, TYPE_COMBOBOX, self.axis_bending_change) + # lst.append(t3) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_T_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_T_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_W_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_W_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_SR_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_SR_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_NON_DIM_ESR_LTB, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_NON_DIM_ESR_LTB, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_Elastic_CM, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + KEY_Elastic_CM, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # 'After checking Non-dimensional slenderness ratio for given section, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ', TYPE_WARNING, self.major_bending_warning) + # lst.append(t18) + + return lst + + def output_modifier(self, arg_list): + print(arg_list) + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return False + # elif arg_list[0] == VALUES_SUPP_TYPE_temp[0] or arg_list[0] == VALUES_SUPP_TYPE_temp[1] : + # return True + else: + return True + + def major_bending_warning(self, arg_list): + + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return True + else: + return False + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, + self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = ( + KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, round(self.result_UR,3) if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + + t2 = (KEY_betab_constatnt, KEY_DISP_betab_constatnt, TYPE_TEXTBOX, + round(self.result_betab,2) if flag else '', True) + out_list.append(t2) + + + t2 = ( + KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, self.result_effective_area if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_EFF_LEN, KEY_DISP_EFF_LEN, TYPE_TEXTBOX, self.result_eff_len if flag else '', + True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_SHEAR_STRENGTH, KEY_DISP_DESIGN_STRENGTH_SHEAR, TYPE_TEXTBOX, + self.result_shear if flag else + '', True) + out_list.append(t1) + # + t1 = (KEY_MOMENT_STRENGTH, KEY_DISP_DESIGN_STRENGTH_MOMENT, TYPE_TEXTBOX, + self.result_bending if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_BUCKLING_STRENGTH, KEY_DISP_BUCKLING_STRENGTH, TYPE_TEXTBOX, + self.result_capacity if flag else + '', True) + out_list.append(t1) + t1 = (KEY_WEB_CRIPPLING, KEY_DISP_CRIPPLING_STRENGTH, TYPE_TEXTBOX, + self.result_crippling if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_HIGH_SHEAR, KEY_DISP_HIGH_SHEAR, TYPE_TEXTBOX, + self.result_high_shear if flag else + '', True) + out_list.append(t1) + + + t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, False) + out_list.append(t1) + + t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.result_tc if flag else '', False) + out_list.append(t2) + + t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + False) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + out_list.append(t2) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + self.result_nd_esr_lt if flag else + '', False) + out_list.append(t1) + + t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + out_list.append(t2) + + # TODO + # t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, False) + # out_list.append(t1) + + # t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + # self.result_tc if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + # out_list.append(t2) + + # t2 = ( + # KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + # False) + # out_list.append(t2) + + # t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + # out_list.append(t2) + + # t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + # self.result_fcd__lt if flag else + # '', False) + # out_list.append(t1) + + # t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + # out_list.append(t2) + + t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_ESR, KEY_DISP_ESR, TYPE_TEXTBOX, self.result_eff_sr if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS, KEY_DISP_EULER_BUCKLING_STRESS, TYPE_TEXTBOX, + self.result_ebs if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE, KEY_DISP_BUCKLING_CURVE, TYPE_TEXTBOX, self.result_bc if flag else '', True) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr if flag else '', True) + out_list.append(t2) + + # Populate hover dict + + self.hover_dict["Flexure Member"] = ( + f"{self.result_designation if flag else ''}" + ) + + return out_list + + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + self.output_values(flag) + + flag1 = False + flag2 = False + flag3 = False + option_list = self.input_values() + missing_fields_list = [] + print(f'func_for_validation option_list {option_list}' + f"\n design_dictionary {design_dictionary}" + ) + for option in option_list: + if option[2] == TYPE_TEXTBOX or option[0] == KEY_LENGTH or option[0] == KEY_SHEAR or option[0] == KEY_MOMENT: + try: + + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + continue + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + elif option[0] == KEY_SHEAR: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[0] == KEY_MOMENT: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag3 = True + except: + error = "Input value(s) are not valid" + all_errors.append(error) + # elif type(design_dictionary[option[0]]) != 'float': + # print("Input value(s) are not valid") + # error = "Input value(s) are not valid" + # all_errors.append(error) + + # elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_DESIGN_TYPE_FLEXURE, KEY_BENDING, KEY_SUPPORT]: + # val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2 and flag3: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(design_dictionary) + if self.design_status ==False and len(self.failed_design_dict)>0: + self.logger.error( + "Design Failed, Check Design Report" + ) + return # ['Design Failed, Check Design Report'] @TODO + elif self.design_status: + pass + else: + self.logger.error( + "Design Failed. Selender Sections Selected" + ) + return # ['Design Failed. Selender Sections Selected'] + else: + return all_errors + + def get_3d_components(self): + + components = [] + + t3 = ('Model', self.call_3DModel) + components.append(t3) + + # t3 = ('Column', self.call_3DColumn) + # components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + global logger + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + for section in self.sec_list: + if section in red_list: + self.logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + ''' + TODO + self.bending_type == KEY_DISP_BENDING1: + self.lambda_lt = self.lambda_lt_check_member_type + if self.lambda_lt < 0.4: + self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE + ''' + super(Flexure_Cantilever, self).set_input_values(design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = KEY_Flexure_Member_MAIN_MODULE + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + print(f"\n Inside set_input_values{self.sec_profile}") + print(f"\n sec_profile{self.sec_list}") + self.main_material = design_dictionary[KEY_MATERIAL] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # design type + self.design_type_temp = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.latex_design_type = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + if self.design_type_temp == VALUES_SUPP_TYPE_temp[0]: + self.design_type = VALUES_SUPP_TYPE[0] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.bending_type = KEY_DISP_BENDING1 + # TODO self.support_cndition_shear_buckling + self.support_cndition_shear_buckling = 'NA'#design_dictionary[KEY_ShearBucklingOption] + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[1]: + self.design_type = VALUES_SUPP_TYPE[0] + self.bending_type = KEY_DISP_BENDING2 #if design_dictionary[KEY_BENDING] != 'Disabled' else 'NA' + self.support_cndition_shear_buckling = 'NA' + + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[2]: + self.design_type = VALUES_SUPP_TYPE[1] + self.bending_type = KEY_DISP_BENDING1 + self.support_cndition_shear_buckling = 'NA' + + # section user data + self.length = float(design_dictionary[KEY_LENGTH]) + + # end condition + self.support = KEY_DISP_SUPPORT2 + + # factored loads + self.load = Load( + shear_force=design_dictionary[KEY_SHEAR], + axial_force="", + moment=design_dictionary[KEY_MOMENT], + unit_kNm=True, + ) + + # design preferences + # self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.latex_efp = design_dictionary[KEY_LENGTH_OVERWRITE] + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.allowable_utilization_ratio = 1.0 + self.optimization_parameter = "Utilization Ratio" + self.allow_class = design_dictionary[KEY_ALLOW_CLASS] # if 'Semi-Compact' is available + self.steel_cost_per_kg = 50 + # Step 2 - computing the design compressive stress for web_buckling & web_crippling + self.bearing_length = design_dictionary[KEY_BEARING_LENGTH] + #TAKE from Design Dictionary + self.allowed_sections = [] + if self.allow_class == "Yes": + self.allowed_sections == KEY_SemiCompact + + print(f"self.allowed_sections {self.allowed_sections}") + print("==================") + # print(f"self.load_type {self.load_type}") + + print(f"self.module{self.module}") + print(f"self.sec_list {self.sec_list}") + print(f"self.material {self.material}") + print(f"self.length {self.length}") + print(f"self.load {self.load}") + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + self.gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]["ultimate_stress"] + self.material_property = Material(material_grade=self.material, thickness=0) + self.fyf = self.material_property.fy + self.fyw = self.material_property.fy + + print(f"self.material_property {self.material_property}]") + # print( "self.material_property",self.material_property.fy) + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.sec_prop_initial_dict = {} + self.failed_design_dict = {} + self.design(design_dictionary) + if self.flag: + self.results(design_dictionary) + + + # Simulation starts here + def design(self, design_dictionary, flag=0): + ''' + TODO optimimation_tab_check changes to include self.material_property = Material(material_grade=self.material, thickness=0) + for each section + ''' + # flag = self.section_classification(self) + print(f"\n Inside design") + # self.show_error_message(self) + """Perform design of struct""" + # checking DP inputs + + self.optimization_tab_check() + # print( "self.material_property",self.material_property.fy) + # self.input_modifier(self) + # print( "self.material_property",self.material_property.fy) + + self.design_beam(design_dictionary) + + def optimization_tab_check(self): + ''' + TODO add button to give user option to take Tension holes or not + ''' + print(f"\n Inside optimization_tab_check") + self.latex_tension_zone = False + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + self.logger.error( + "The defined value of Effective Area Factor in the design preferences tab is out of the suggested range." + ) + self.logger.info("Provide an appropriate input and re-design.") + self.logger.warning("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + # self.design_status = False + # self.design_status_list.append(self.design_status) + self.optimization_tab_check() + elif (self.steel_cost_per_kg < 0.10) or (self.effective_area_factor > 1.0) or (self.effective_area_factor < 0): + # No suggested range in Description + self.logger.warning( + "The defined value of the effective area factor in the design preferences tab is out of the suggested range." + ) + self.logger.info("Assuming a default value of 1.0") + + self.steel_cost_per_kg = 50 + self.effective_area_factor = 1 + + self.design_status = False + # self.design_status_list.append(self.design_status) + else: + if self.latex_tension_zone: + if self.effective_area_factor >= (self.material_property.fy * self.gamma_m0 / (self.material_property.fu * 0.9 * self.gamma_m1)): + pass + else: + self.latex_tension_zone = True + print(f'self.latex_tension_zone: {self.latex_tension_zone}') + # self.effective_area_factor = ( + # self.material_property.fy + # * self.gamma_m0 + # / (self.material_property.fu * 0.9 * self.gamma_m1) + # ) + # logger.info( + # f"The effect of holes in the tension flange is considered on the design bending strength. The ratio of net to gross area of the flange in tension is considered {self.effective_area_factor}" + # ) + + self.logger.info("Provided appropriate design preference, now checking input.") + + def input_modifier(self): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside input_modifier") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + # self.input_section_classification = {} + + for section in self.sec_list: + section = section.strip("'") + self.section_property = self.section_connect_database(section) + + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + print('Inside input_modifier not allow_class',self.allow_class,self.load.moment, self.gamma_m0, self.material_property.fy) + if self.section_property.plast_sec_mod_z >= self.Zp_req: + self.input_modified.append(section) + # logger.info( + # f"Required self.Zp_req = {round(self.Zp_req * 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section satisfy Min self.Zp_req value") + # else: + # local_flag = False + + # logger.warning( + # f"Required self.Zp_req = {round(self.Zp_req* 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section dosen't satisfy Min self.Zp_req value") + print("self.input_modified", self.input_modified) + + def section_connect_database(self, section): + print(f"section_connect_database{section}") + print(section) + # print(self.sec_profile) + if ( + self.sec_profile == VALUES_SECTYPE[1] + or self.sec_profile == "I-section" + ): # I-section + self.section_property = ISection( + designation=section, material_grade=self.material + ) + self.material_property.connect_to_database_to_get_fy_fu( + self.material, max(self.section_property.flange_thickness, self.section_property.web_thickness) + ) + print(f"section_connect_database material_property.fy{self.material_property.fy}") + self.epsilon = math.sqrt(250 / self.material_property.fy) + return self.section_property + + def design_beam(self, design_dictionary): + print(f"Inside design_beam") + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + + # 1 - section classification + self.flag = self.section_classification(design_dictionary) + + print('self.flag:',self.flag) + if self.effective_area_factor < 1.0: + self.logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab." + ) + else: + self.logger.info( + "The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007]." + ) + # 2 - Effective length + self.effective_length_beam(design_dictionary, self.length) # mm + print( + f"self.effective_length {self.effective_length} \n self.input_section_classification{self.input_section_classification} ") + + if self.flag: + for section in self.input_section_list: + # initialize lists for updating the results dictionary + self.section_property = self.section_connect_database(section) + if self.section_property.type == 'Rolled': + self.effective_depth = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) + else: + self.effective_depth = (self.section_property.depth - 2 *self.section_property.flange_thickness ) + print('self.section_property.type:',self.section_property.type, self.bending_type) + + if self.sec_profile == 'Beams' or self.sec_profile == 'Columns' or self.sec_profile == VALUES_SECTYPE[1]: + if self.section_property.type == "Rolled" and self.bending_type == KEY_DISP_BENDING1: + self.shear_area = self.section_property.depth * self.section_property.web_thickness + elif self.section_property.type != "Rolled" and self.bending_type == KEY_DISP_BENDING1: + self.shear_area = self.effective_depth * self.section_property.web_thickness + elif self.bending_type == KEY_DISP_BENDING2: + self.shear_area = 2 * self.section_property.flange_width * self.section_property.flange_thickness + # Step 1.1 - computing the effective sectional area + self.effective_area = self.section_property.area + self.common_checks_1(section, step=2) + + + list_result = [] + list_1 = [] + list_result.append(section) + self.section_class = self.input_section_classification[section][0] + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.It = self.input_section_classification[section][ 5 ] + self.hf = self.input_section_classification[section][ 6 ] + self.Iw = self.input_section_classification[section][ 7 ] + self.M_cr = self.input_section_classification[section][ 8 ] + self.beta_b_lt = self.input_section_classification[section][ 9 ] + self.lambda_lt = self.input_section_classification[section][ 10 ] + self.fcrb = self.input_section_classification[section][ 11 ] + print('self.design_type:',self.design_type, self.It, + self.hf, + self.Iw, + self.M_cr, + self.beta_b_lt, + self.lambda_lt) + + self.beam_web_buckling() + if self.web_buckling_check: + self.web_not_buckling_steps() + # if not check: + # continue + # else: + # self.high_shear_check = False + # self.bending_strength_section = self.bending_strength_girder(self) / 10 ** 6 + + # print(f"Common result {list_result, self.section_class, self.V_d, self.high_shear_check, self.bending_strength_section}") + print('self.bending_strength_section',self.bending_strength_section,'self.shear_strength',self.shear_strength, 'self.load.moment',self.load.moment,'self.load.shear_force',self.load.shear_force) + # 2.8 - UR + self.ur = max((self.load.moment / self.bending_strength_section * 10 ** -6),(self.load.shear_force / self.shear_strength * 10 ** -3))# ( + round(self.load.axial_force / self.section_capacity, 3) + print("UR", self.ur) + # 2.9 - Cost of the section in INR + self.cost = ( + ( + self.section_property.unit_mass + * self.section_property.area + * 1e-4 + ) + * self.length + * self.steel_cost_per_kg + ) + self.optimum_section_cost.append(self.cost) + self.web_buckling = False # When Bearing length is provided + + if self.bearing_length != 'NA': #and self.web_crippling + print(f"Check for Web Buckling") + try: + self.bearing_length = float(design_dictionary[KEY_BEARING_LENGTH]) + self.web_buckling = True # WEB BUCKLING + self.I_eff_web = self.bearing_length * self.section_property.web_thickness ** 3 / 12 + self.A_eff_web = self.bearing_length * self.section_property.web_thickness + self.r = math.sqrt(self.I_eff_web / self.A_eff_web) + self.slenderness = 0.7 * self.effective_depth / self.r + self.common_checks_1(section, step=3) + # step == 4 + self.common_checks_1( + self, section, step=4, list_result=["Concentric"] + ) + # 2.7 - Capacity of the section for web_buckling + self.section_capacity = ( + self.design_compressive_stress * ( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness + * 10 ** -3) # N + print(self.design_compressive_stress, self.bearing_length, self.section_property.depth, + self.section_property.web_thickness) + + print(self.bending_strength_section, self.shear_strength, self.section_capacity) + + self.F_wb = (self.bearing_length + 2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness)) * self.section_property.web_thickness * self.material_property.fy / ( + self.gamma_m0 * 10 ** 3) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3 and self.section_capacity > self.load.shear_force * 10 ** -3 and self.F_wb > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + else: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + except: + self.logger.warning('Bearing length is invalid.') + self.logger.info('Ignoring web Buckling and Crippling check') + self.bearing_length = 'NA' + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='', check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + list_result, list_1 = self.list_changer(change='', check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + + else: + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10**-6 and self.shear_strength > self.load.shear_force * 10**-3: + + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + print('self.optimum_section_ur', self.optimum_section_ur) + + def beam_web_buckling(self): + + print(f"Working web_buckling_check") + # 3 - web buckling under shear + self.web_buckling_check = IS800_2007.cl_8_2_1_web_buckling( + d=self.effective_depth, + tw=self.section_property.web_thickness, + e=self.epsilon, + ) + print(self.web_buckling_check, self.section_property.designation) + + if not self.web_buckling_check: + self.web_not_buckling_steps() + def web_buckling_steps(self): + print(f"Not using web_buckling_steps") + # logger.info(f"Considering {self.support_cndition_shear_buckling}") + # 5 - Web Buckling check(when high shear) -If user wants then only + # if web_buckling: + # b1 = input('Enter bearing') + # self.web_buckling_strength = self.section_property.web_thickness * (b1 + 1.25 * self.section_property.depth) + # self.V_d = pass + # web_buckling_message = 'Thin web' + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('only support') + self.plate_girder_strength() + # logger.info('Section = {}, V_cr = {}'.format(self.section_property.designation, round(self.V_cr,2))) + self.shear_strength = self.V_cr / self.gamma_m0 + # if self.V_d > self.load.shear_force * 10**-3: + # + # return True + # else: + # return False + # self.V_d = IS800_2007.cl_8_4_2_2_ShearBuckling_Simple_postcritical((self.section_property.depth - 2 *(self.section_property.flange_thickness + self.section_property.root_radius), + # self.section_property.web_thickness,space,0.3, self.fyw)) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.V_p = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 * self.gamma_m0 + self.Mfr = IS800_2007.cl_8_4_2_2_Mfr_TensionField(self.section_property.flange_width, + self.section_property.flange_thickness, self.fyf, + self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0) + print('MFr', self.Mfr) + if self.Mfr > 0: + print('Starting loop', int(round(self.effective_length*10**4/self.effective_depth,-1)/10)) + # for c_d in range(3,self.effective_length/self.result_eff_d): + for c_d in reversed(list(range(3,int(round(self.effective_length * 1000/self.effective_depth,-1))))): + print('c_d',c_d,'c/d',self.effective_length * 1000/self.effective_depth) + c_d = c_d/10 + 0.1 + self.c = round(c_d * self.effective_depth, -1) + print('c',self.c) + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('many support', self.c, self.effective_depth) + self.plate_girder_strength2() + + self.shear_strength = self.V_tf_girder / self.gamma_m0 * 10**-3 + self.logger.info('Intermediate Stiffeners required d ={}, c = {}, Section = {}, V_tf = {}, V_d = {}'.format(self.effective_depth,self.c, + self.section_property.designation, + self.V_tf_girder,self.shear_strength)) + if self.shear_strength > self.load.shear_force * 10**-3: + return + return + else: + self.shear_strength = 0.1 + def web_not_buckling_steps(self): + print(f"Working web_not_buckling_steps") + self.V_d = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 + self.shear_strength = self.V_d + self.high_shear_check = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force / 1000, self.V_d + ) + print(f"self.V_d {self.V_d},{self.section_property.depth* self.section_property.web_thickness}, {self.material_property.fy}") + # 4 - design bending strength + self.bending_strength_section = self.bending_strength() / 10 ** 6 + + + + def bending_strength(self): + print('Inside bending_strength ','\n self.section_class', self.section_class) + # 4 - design bending strength + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact : + self.beta_b_lt = 1 + else : + self.beta_b_lt = self.section_property.elast_sec_mod_z/self.section_property.plast_sec_mod_z + print('self.beta_b_lt: ',self.beta_b_lt) + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + print('self.design_type:',self.design_type, self.It, + self.hf, + self.Iw, + self.M_cr, + self.beta_b_lt, + self.lambda_lt, self.fcrb) + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + # self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + # self.M_cr = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + # self.material_property.modulus_of_elasticity, + # 0.3, + # self.section_property.mom_inertia_y, + # self.It, + # self.Iw, + # self.effective_length * 1e3 + # ) + # + # if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + # self.beta_b_lt = 1.0 + # else: + # self.beta_b_lt = ( + # self.section_property.elast_sec_mod_z + # / self.section_property.plast_sec_mod_z + # ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + # lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + # self.beta_b_lt, + # self.section_property.plast_sec_mod_z, + # self.section_property.elast_sec_mod_z, + # self.material_property.fy, + # self.M_cr + # ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, self.lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, self.lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class + ) + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.M_cr * 10**-6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z ) + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(self,Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2',self.It,self.hf,self.Iw,self.M_cr ,self.beta_b_lt,alpha_lt,self.lambda_lt,phi_lt,X_lt,fbd,bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + def bending_strength_girder(self): + print('Inside bending_strength of girder ') + web_class = IS800_2007.Table2_i( + (self.section_property.flange_width - self.section_property.web_thickness)/2, + self.section_property.flange_thickness, + self.material_property.fy, self.section_property.type + )[0] + flange_class = IS800_2007.Table2_i( + self.section_property.depth - 2 * self.section_property.flange_thickness, + self.section_property.web_thickness, + self.material_property.fy,self.section_property.type + )[0] + if flange_class == "Slender" or web_class == "Slender": + self.section_class_girder = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class_girder = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + # 4 - design bending strength + I_flange = 2 * (self.section_property.flange_width * self.section_property.flange_thickness**3/12 + self.section_property.flange_width * self.section_property.flange_thickness * (self.section_property.depth/2 - self.section_property.flange_thickness/2)**2) + Zez_flange = I_flange / self.section_property.depth /2 + y_top = (self.section_property.flange_width * self.section_property.flange_thickness * (self.section_property.depth - self.section_property.flange_thickness)/2) / (self.section_property.flange_width * self.section_property.flange_thickness) + Zpz_flange = 2 * self.section_property.flange_width * self.section_property.flange_thickness * y_top + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class_girder, + Zpz_flange, + Zez_flange, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact : + self.beta_b_lt = 1 + else : + self.beta_b_lt = Zez_flange/Zpz_flange + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + self.fcrb = IS800_2007.cl_8_2_2_Unsupported_beam_bending_fcrb( + self.material_property.modulus_of_elasticity, + self.effective_length/self.section_property.rad_of_gy_y, + self.hf/self.section_property.flange_thickness + ) + + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment_fcrb( + self.material_property.fy, self.fcrb + ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class_girder + ) + + + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.fcrb * 10**-6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z ) + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(self,Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2',self.It,self.hf,self.Iw,self.fcrb ,self.beta_b_lt,alpha_lt,lambda_lt,phi_lt,X_lt,fbd,bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + def bending_strength_reduction(self, Md): + Zfd = ( + self.section_property.plast_sec_mod_z + - (self.section_property.depth**2 * self.section_property.web_thickness / 4) + ) + Mfd = Zfd * self.material_property.fy / self.gamma_m0 + beta = ((2 * self.load.shear_force / (self.shear_strength * 10**3)) - 1) ** 2 + Mdv = (Md - beta * (Md - Mfd)) + print('Inside bending_strength_reduction',Mdv, Md, beta, Mfd, Zfd) + self.bending_strength_section_reducedby = Mfd + self.beta_reduced = beta + if ( + Mdv + <= 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ): + return Mdv + else: + return ( + 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + + + def section_classification(self, design_dictionary,trial_section=""): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside section_classification") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + self.input_section_classification = {} + lambda_check = False + for trial_section in self.sec_list: + trial_section = trial_section.strip("'") + self.section_property = self.section_connect_database(trial_section) + print(f"Type of section{self.section_property.designation}") + if self.section_property.type == "Rolled": + web_class = IS800_2007.Table2_iii( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius), + self.section_property.web_thickness, + self.material_property.fy, + ) + flange_class = IS800_2007.Table2_i( + self.section_property.flange_width / 2, + self.section_property.flange_thickness, + self.material_property.fy,self.section_property.type + )[0] + web_ratio = (self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 /self.section_property.flange_thickness + else: + flange_class = IS800_2007.Table2_i( + ( + (self.section_property.flange_width / 2) + # - (self.section_property.web_thickness / 2) + ), + self.section_property.flange_thickness, + self.section_property.fy, + self.section_property.type, + )[0] + + web_class = IS800_2007.Table2_iii( + ( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + ), + self.section_property.web_thickness, + self.material_property.fy, # classification_type="Axial compression", + ) + web_ratio = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 / self.section_property.flange_thickness + print(f"\n \n \n flange_class {flange_class} \n web_class{web_class} \n \n") + if flange_class == "Slender" or web_class == "Slender": + self.section_class = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + self.effective_length_beam(design_dictionary, self.length) # mm + + print( 'self.allow_class', self.allow_class) + if self.section_property.plast_sec_mod_z >= self.Zp_req: + print( 'self.section_property.plast_sec_mod_z More than Requires') + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.It = self.section_property.It + # ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness ** 3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness ** 3 + # ) / 3 + self.hf = self.section_property.depth - self.section_property.flange_thickness + self.Iw = self.section_property.Iw + # 0.5 ** 2 * self.section_property.mom_inertia_y * self.hf ** 2 + + + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + _ = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + self.material_property.modulus_of_elasticity, + 0.3, + self.section_property.mom_inertia_y, + self.It, + self.Iw, + self.effective_length * 1e3, self.beta_b_lt, self.section_property.plast_sec_mod_z, self.hf, self.section_property.rad_of_gy_y, self.section_property.flange_thickness + ) + self.M_cr = _[0] + self.fcrb = _[1] + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + self.beta_b_lt, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + self.M_cr + ) + if lambda_lt < 0.4: + lambda_check = True + continue + if self.allow_class != 'No': + if ( + self.section_class == KEY_SemiCompact + or self.section_class == KEY_Compact + or self.section_class == KEY_Plastic + ): + + self.input_section_list.append(trial_section) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio,self.It,self.hf,self.Iw,self.M_cr,self.beta_b_lt,lambda_lt,self.fcrb]}) + else: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + + elif self.section_class == "Slender": + self.logger.warning(f"The section.{trial_section} is Slender. Ignoring") + else: + if self.section_class == KEY_Compact or self.section_class == KEY_Plastic: + self.input_section_list.append(trial_section) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio,self.It,self.hf,self.Iw,self.M_cr,self.beta_b_lt,lambda_lt, self.fcrb]}) + else: + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + elif self.section_class == "Slender": + self.logger.warning(f"The section.{trial_section} is Slender. Ignoring") + # self.design_status = False + # self.design_status_list.append(self.design_status) + elif self.section_class == KEY_SemiCompact: + self.logger.warning( + f"The section.{trial_section} is Semi-Compact. Ignoring" + ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + if lambda_check: + self.logger.info("After checking Non-dimensional slenderness ratio for given sections, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ") + if len(self.input_section_list) == 0: + local_flag = False + else: + local_flag = True + return local_flag + + def effective_length_beam(self, design_dictionary, length): + print(f"Inside effective_length_beam") + self.Loading = design_dictionary[KEY_LOAD] # 'Normal'or 'Destabilizing' + # self.Latex_length = design_dictionary[KEY_LENGTH_OVERWRITE] + if design_dictionary[KEY_LENGTH_OVERWRITE] == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + self.effective_length = IS800_2007.cl_8_3_1_EffLen_Simply_Supported( + Torsional=self.Torsional_res, + Warping=self.Warping, + length=length, + depth=self.section_property.depth, + load=self.Loading, + ) + print(f"Working 1 {self.effective_length}") + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + self.effective_length = IS800_2007.cl_8_3_3_EffLen_Cantilever( + Support=self.Support, + Top=self.Top, + length=length, + load=self.Loading, + ) + print(f"Working 2 {self.effective_length}") + else: + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + + try: + if float(design_dictionary[KEY_LENGTH_OVERWRITE]) <= 0: + design_dictionary[KEY_LENGTH_OVERWRITE] = 'NA' + else: + length = length * float(design_dictionary[KEY_LENGTH_OVERWRITE]) + + self.effective_length = length + print(f"Working 3 {self.effective_length}") + except: + print(f"Inside effective_length_beam",type(design_dictionary[KEY_LENGTH_OVERWRITE])) + self.logger.warning("Invalid Effective Length Parameter.") + self.logger.info('Effective Length Parameter is set to default: 1.0') + design_dictionary[KEY_LENGTH_OVERWRITE] = '1.0' + self.effective_length_beam(design_dictionary, length) + print(f"Working 4 {self.effective_length}") + print(f"Inside effective_length_beam",self.effective_length, design_dictionary[KEY_LENGTH_OVERWRITE]) + + + def lambda_lt_check_member_type(self, Mcr=0, fcrb=0, Zp=0, f_y=0, Ze=0, beta_b=0): + lambda_lt_1 = math.sqrt(beta_b * Zp * f_y / Mcr) + lambda_lt_2 = math.sqrt(f_y / fcrb) + lambda_lt_check = math.sqrt(1.2 * Ze * f_y / Mcr) + if lambda_lt_1 == lambda_lt_2: + if lambda_lt_1 <= lambda_lt_check: + return lambda_lt_1 + self.logger.warning(" Issues with the non-dimensional slenderness ratio Lambda_lt") + + def common_checks_1(self, section, step=1, list_result=[], list_1=[]): + if step == 1: + print(f"Working correct here") + elif step == 2: + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round( + self.effective_area * self.effective_area_factor, 2 + ) + + + elif step == 3: + # 2.1 - Buckling curve classification and Imperfection factor + if self.section_property.type == 'Rolled': + self.buckling_class = 'c' + self.imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor( + buckling_class=self.buckling_class + ) + elif step == 4: + # self.slenderness = self.effective_length / min(self.section_property.rad_of_gy_z, self.section_property.rad_of_gy_y) * 1000 + print( + f"\n data sent " + f" self.material_property.fy {self.material_property.fy}" + f"self.gamma_m0 {self.gamma_m0}" + f"self.slenderness {self.slenderness}" + f" self.imperfection_factor {self.imperfection_factor}" + f"self.section_property.modulus_of_elasticity {self.section_property.modulus_of_elasticity}" + ) + + list_cl_7_1_2_1_design_compressisive_stress = ( + IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.material_property.fy, + self.gamma_m0, + self.slenderness, + self.imperfection_factor, + self.section_property.modulus_of_elasticity, + check_type=list_result, + ) + ) + for x in list_cl_7_1_2_1_design_compressisive_stress: + print(f"x {x} ") + self.euler_buckling_stress = list_cl_7_1_2_1_design_compressisive_stress[0] + self.nondimensional_effective_slenderness_ratio = ( + list_cl_7_1_2_1_design_compressisive_stress[1] + ) + self.phi = list_cl_7_1_2_1_design_compressisive_stress[2] + self.stress_reduction_factor = list_cl_7_1_2_1_design_compressisive_stress[ + 3 + ] + self.design_compressive_stress_fr = ( + list_cl_7_1_2_1_design_compressisive_stress[4] + ) + self.design_compressive_stress = ( + list_cl_7_1_2_1_design_compressisive_stress[5] + ) + self.design_compressive_stress_max = ( + list_cl_7_1_2_1_design_compressisive_stress[6] + ) + elif step == 5: + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_result.copy() # Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + print( + f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}" + ) + elif step == 6: + self.single_result[self.sec_profile] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.single_result[self.sec_profile][j] = k + # k += 1 + list_2.pop(0) + break + print(f"\n self.single_result {self.single_result}") + + def list_changer(self, change, list,list_name, check = True): + list_name.extend([ + "Designation"]) + if self.high_shear_check and self.section_class != 'Semi-Compact': + list.extend( + [self.bending_strength_section_reducedby, self.beta_reduced, self.M_d]) + list_name.extend([ + "Mfd", + "Beta_reduced", + 'M_d' + ]) + #Latex para also + list.extend( + [self.latex_tension_zone,self.web_buckling_check,self.effective_depth, self.web_buckling, self.section_class, self.effective_area, self.shear_strength, self.high_shear_check, + self.bending_strength_section, self.effective_length, self.ur, + self.cost, self.beta_b_lt]) + list_name.extend([ + 'latex.tension_zone', + 'Web.Buckling', + 'Reduced.depth', + 'Buckling.crippling', + "Section class", + "Effective area", + "Shear Strength", + "High Shear check", + "Bending Strength", + "Effective_length", + "UR", + "Cost", + "Beta_b" + ]) + #Web buckling parameters + # if self.web_buckling_check and (self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0] or self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] ) : + # list.extend( + # [self.K_v, self.tau_crc, self.lambda_w, self.tau_b, + # self.V_cr]) + # list_name.extend([ + # 'Kv', + # 'tau_crc', + # 'lambda_w', + # 'tau_b', + # "V_cr" + # ]) + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] and self.web_buckling_check: + list.extend( + [self.Mfr, self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness) + , self.c, self.phi_girder,self.s_girder ,self.wtf_girder,self.sai_girder, self.fv_girder,self.V_p,self.V_tf_girder]) + list_name.extend([ + 'Mfr', + 'Nf', + 'c', + 'phi_girder', + "s_girder", + 'wtf_girder', + 'sai_girder', + 'fv_girder', + 'V_p', + 'V_tf_girder' + ]) + if change == 'Web Buckling': + list.extend([self.I_eff_web, self.A_eff_web, self.r, self.buckling_class, + self.imperfection_factor, + self.slenderness, + self.euler_buckling_stress, + self.nondimensional_effective_slenderness_ratio, + self.phi, + self.stress_reduction_factor, + self.design_compressive_stress_fr, + self.design_compressive_stress_max, + self.design_compressive_stress, + self.section_capacity, + self.F_wb]) + + list_name.extend ([ + "WebBuckling.I_eff", + "WebBuckling.A_eff", + "WebBuckling.r_eff", + "Buckling_class", + "IF", + "Effective_SR", + "EBS", + "ND_ESR", + "phi", + "SRF", + "FCD_formula", + "FCD_max", + "FCD", + "Capacity", + "Web_crippling" + ]) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + list.extend([self.It, + self.Iw, + self.alpha_lt, + self.lambda_lt, + self.phi_lt, + self.X_lt, + self.fbd_lt, + self.lateral_tb]) + + list_name.extend([ + "It", + "Iw", + "IF_lt", + "ND_ESR_lt", + "phi_lt", + "SRF_lt", + "FCD_lt", + "Mcr" + ]) + return list,list_name + + # def plate_girder_design(self, section): + # if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + # self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + # self.material_property.modulus_of_elasticity, + # 0.3,self.effective_depth, + # self.section_property.web_thickness) + # self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw,self.tau_crc) + # self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + # self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, self.effective_depth * self.section_property.web_thickness) + # d_red = self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + # tau_b = self.load.shear_force / (self.effective_depth * self.section_property.web_thickness) + # if tau_b <= self.fyw / math.sqrt(3): + # lambda_w = 0.8 + # else: + # lambda_w = min((tau_b*(math.sqrt(3)/self.fyw) - 1.64) / (-0.8), math.sqrt(tau_b*(math.sqrt(3)/self.fyw))) + # tau_crc = self.fyw / (math.sqrt(3) * lambda_w ** 2) + + def plate_girder_strength(self): + self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + self.material_property.modulus_of_elasticity, + 0.3,self.effective_depth, + self.section_property.web_thickness) + self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw,self.tau_crc) + self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, self.effective_depth * self.section_property.web_thickness) / 10**3 + print('\n plate_girder_strength', '\n tau_crc',self.tau_crc,'\n self.lambda_w',self.lambda_w,'\n self.tau_b',self.tau_b,'\n self.V_cr',self.V_cr) + def plate_girder_strength2(self): + + self.plate_girder_strength() + self.phi_girder, self.M_fr_girder ,self.s_girder ,self.wtf_girder,self.sai_girder, self.fv_girder, self.V_tf_girder= IS800_2007.cl_8_4_2_2_TensionField(self.c, + self.effective_depth,self.section_property.web_thickness, + self.fyw,self.section_property.flange_width, + self.section_property.flange_thickness,self.fyf, + self.load.moment/(self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0,self.effective_depth * self.section_property.web_thickness,self.tau_b,self.V_p ) + + + def results(self, design_dictionary): + _ = [i for i in self.optimum_section_ur if i > 1.0] + print( '_ ',_) + if len(_)==1: + temp = _[0] + elif len(_)==0: + temp = None + else: + temp = sorted(_)[0] + self.failed_design_dict = self.optimum_section_ur_results[temp] if temp is not None else None + print('self.failed_design_dict ',self.failed_design_dict) + + # sorting results from the dataset + # if len(self.input_section_list) > 1: + # results based on UR + if self.optimization_parameter == "Utilization Ratio": + filter_UR = filter( + lambda x: x <= min(self.allowable_utilization_ratio, 1.0), + self.optimum_section_ur + ) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + print(f"self.optimum_section_ur{self.optimum_section_ur} \n self.optimum_section_ur_results{self.optimum_section_ur_results}") + # print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + self.logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + self.logger.error( + "The solver did not find any adequate section from the defined list." + ) + + self.design_status = False + if len(self.failed_design_dict)>0: + self.logger.info( + "The details for the best section provided is being shown" + ) + self.result_UR = self.failed_design_dict['UR'] #temp TODO @Rutvik + self.common_result( + + list_result=self.failed_design_dict, + result_type=None, + ) + self.logger.warning( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + else: + self.logger.warning( + "Plastic section modulus of selected sections is less than required." + ) + return + # self.design_status_list.append(self.design_status) + + else: + self.failed_design_dict = None + self.result_UR = self.optimum_section_ur[ + -1 + ] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + self.common_result( + + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + self.design_status = True + # print results + # if len(self.optimum_section_ur) == 0: + # logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # pass + # else: + # if self.optimization_parameter == "Utilization Ratio": + # self.common_result( + # self, + # list_result=self.optimum_section_ur_results, + # result_type=self.result_UR, + # ) + # else: + # self.result_UR = self.optimum_section_cost_results[ + # self.result_cost + # ]["UR"] + # + # # checking if the selected section based on cost satisfies the UR + # if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + # trial_cost = [] + # for cost in self.optimum_section_cost: + # self.result_UR = self.optimum_section_cost_results[ + # cost + # ]["UR"] + # if self.result_UR <= min( + # self.allowable_utilization_ratio, 1.0 + # ): + # trial_cost.append(cost) + # + # trial_cost.sort() + # + # if len(trial_cost) == 0: # no design was successful + # logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # print(f"design_status_list{self.design_status} \n") + # else: + # self.result_cost = trial_cost[ + # 0 + # ] # optimum section based on cost which passes the UR check + # self.design_status = True + # + # # results + # self.common_result( + # self, + # list_result=self.optimum_section_cost_results, + # result_type=self.result_cost, + # ) + # + # print(f"design_status_list2{self.design_status}") + self.design_status_list.append(self.design_status) + for status in self.design_status_list: + print('status list', status) + if status is False: + self.design_status = False + break + else: + self.design_status = True + + def common_result(self, list_result, result_type, flag=1): + try: + self.result_designation = list_result[result_type]["Designation"] # TODO debug + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + ) + ) + self.result_latex_tension_zone = list_result[result_type]["latex.tension_zone"] + self.result_web_buckling_check = list_result[result_type]["Web.Buckling"] + self.result_eff_d = list_result[result_type]["Reduced.depth"] + self.result_buckling_crippling = list_result[result_type]["Buckling.crippling"] + + self.result_section_class = list_result[result_type]["Section class"] + self.result_effective_area = round(list_result[result_type]["Effective area"],2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear = round(list_result[result_type]["Shear Strength"], 2) + self.result_high_shear = list_result[result_type]["High Shear check"] + self.result_bending = round(list_result[result_type]["Bending Strength"], 2) + self.result_eff_len = round(list_result[result_type]["Effective_length"], 2) + self.result_cost = list_result[result_type]["Cost"] + self.result_betab = list_result[result_type]["Beta_b"] + + if self.result_web_buckling_check : + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.logger.info('Transverse Stiffeners at supports required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result[result_type]['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result[result_type]['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result[result_type]['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result[result_type]['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result[result_type]['V_cr'], 2) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.logger.info('Transverse Stiffeners at supports and intermediate transverse stiffener required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result[result_type]['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result[result_type]['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result[result_type]['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result[result_type]['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result[result_type]['V_cr'], 2) + self.result_web_buckling_simple_Mfr = round(list_result[result_type]['Mfr']*10**-6, 2) + self.result_web_buckling_simple_Nf = round(list_result[result_type]['Nf'], 2) + self.result_web_buckling_simple_c = round(list_result[result_type]['c'], 2) + self.result_web_buckling_simple_phi_girder = round(list_result[result_type]['phi_girder'], 2) + self.result_web_buckling_simple_s_girder = round(list_result[result_type]['s_girder'], 2) + self.result_web_buckling_simple_wtf_girder = round(list_result[result_type]['wtf_girder'], 2) + self.result_web_buckling_simple_sai_girder = round(list_result[result_type]['sai_girder'], 2) + self.result_web_buckling_simple_fv_girder = round(list_result[result_type]['fv_girder'], 2) + self.result_web_buckling_simple_V_p_girder = round(list_result[result_type]['V_p'], 2) + self.result_web_buckling_simple_fV_tf_girder = round(list_result[result_type]['V_tf_girder'], 2) + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE : + self.result_mcr = round(list_result[result_type]['Mcr'], 2) + self.result_IF_lt = round(list_result[result_type]["IF_lt"], 2) + self.result_tc = round(list_result[result_type]["It"], 2) + self.result_wc = round(list_result[result_type]["Iw"], 2) + self.result_nd_esr_lt = round(list_result[result_type]["ND_ESR_lt"], 2) + self.result_phi_lt = round(list_result[result_type]["phi_lt"], 2) + self.result_srf_lt = round(list_result[result_type]["SRF_lt"], 2) + self.result_fcd__lt = round(list_result[result_type]["FCD_lt"], 2) + else: + self.result_mcr = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_nd_esr_lt = 'NA' + self.result_phi_lt = 'NA' + self.result_srf_lt = 'NA' + self.result_fcd__lt = 'NA' + + if self.web_buckling : + + self.result_bcI_eff = list_result[result_type]['WebBuckling.I_eff'] + self.result_bcA_eff = list_result[result_type]['WebBuckling.A_eff'] + self.result_bcr_eff = list_result[result_type]['WebBuckling.r_eff'] + self.result_bc = list_result[result_type]['Buckling_class'] + self.result_IF = round(list_result[result_type]["IF"], 2) + self.result_eff_sr = round(list_result[result_type]["Effective_SR"], 2) + self.result_ebs = round(list_result[result_type]["EBS"], 2) + self.result_nd_esr = round(list_result[result_type]["ND_ESR"], 2) + self.result_phi_zz = round(list_result[result_type]["phi"], 2) + self.result_srf = round(list_result[result_type]["SRF"], 2) + self.result_fcd_1_zz = round(list_result[result_type]["FCD_formula"], 2) + self.result_fcd_2 = round(list_result[result_type]["FCD_max"], 2) + self.result_fcd = round(list_result[result_type]["FCD"], 2) + self.result_capacity = round(list_result[result_type]["Capacity"], 2) + self.result_crippling = round(list_result[result_type]["Web_crippling"], 2) + else: + self.result_bc = 'NA' + self.result_IF = 'NA' + self.result_eff_sr = 'NA' + self.result_lambda_vv = 'NA' + self.result_lambda_psi = 'NA' + self.result_ebs = 'NA' + self.result_nd_esr = 'NA' + self.result_phi_zz = 'NA' + self.result_srf = 'NA' + self.result_fcd_1_zz = 'NA' + self.result_fcd_2 = 'NA' + self.result_fcd = 'NA' + self.result_capacity = 'NA' + self.result_crippling = 'NA' + if self.result_high_shear and self.input_section_classification[self.result_designation][0] != 'Semi-Compact': + self.result_mfd = list_result[result_type]["Mfd"] + self.result_beta_reduced = list_result[result_type]["Beta_reduced"] + self.result_Md= list_result[result_type]["M_d"] + except: + self.result_designation = list_result["Designation"] + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + ) + ) + self.result_latex_tension_zone = list_result["latex.tension_zone"] + self.result_web_buckling_check = list_result["Web.Buckling"] + self.result_eff_d = list_result["Reduced.depth"] + self.result_buckling_crippling = list_result["Buckling.crippling"] + + self.result_section_class = list_result["Section class"] + self.result_effective_area = round(list_result["Effective area"],2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear = round(list_result["Shear Strength"], 2) + self.result_high_shear = list_result["High Shear check"] + self.result_bending = round(list_result["Bending Strength"], 2) + self.result_eff_len = round(list_result["Effective_length"], 2) + self.result_cost = list_result["Cost"] + self.result_betab = list_result["Beta_b"] + + if self.result_web_buckling_check : + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.logger.info('Transverse Stiffeners at supports required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result['V_cr'], 2) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.logger.info('Transverse Stiffeners at supports and intermediate transverse stiffener required. Design not done for them') + self.result_web_buckling_simple_kv = round(list_result['Kv'], 2) + self.result_web_buckling_simple_tau_crc = round(list_result['tau_crc'], 2) + self.result_web_buckling_simple_lambda_w = round(list_result['lambda_w'], 2) + self.result_web_buckling_simple_tau_b = round(list_result['tau_b'], 2) + self.result_web_buckling_simple_V_cr = round(list_result['V_cr'], 2) + self.result_web_buckling_simple_Mfr = round(list_result['Mfr']*10**-6, 2) + self.result_web_buckling_simple_Nf = round(list_result['Nf'], 2) + self.result_web_buckling_simple_c = round(list_result['c'], 2) + self.result_web_buckling_simple_phi_girder = round(list_result['phi_girder'], 2) + self.result_web_buckling_simple_s_girder = round(list_result['s_girder'], 2) + self.result_web_buckling_simple_wtf_girder = round(list_result['wtf_girder'], 2) + self.result_web_buckling_simple_sai_girder = round(list_result['sai_girder'], 2) + self.result_web_buckling_simple_fv_girder = round(list_result['fv_girder'], 2) + self.result_web_buckling_simple_V_p_girder = round(list_result['V_p'], 2) + self.result_web_buckling_simple_fV_tf_girder = round(list_result['V_tf_girder'], 2) + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE : + self.result_mcr = round(list_result['Mcr'], 2) + self.result_IF_lt = round(list_result["IF_lt"], 2) + self.result_tc = round(list_result["It"], 2) + self.result_wc = round(list_result["Iw"], 2) + self.result_nd_esr_lt = round(list_result["ND_ESR_lt"], 2) + self.result_phi_lt = round(list_result["phi_lt"], 2) + self.result_srf_lt = round(list_result["SRF_lt"], 2) + self.result_fcd__lt = round(list_result["FCD_lt"], 2) + else: + self.result_mcr = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_nd_esr_lt = 'NA' + self.result_phi_lt = 'NA' + self.result_srf_lt = 'NA' + self.result_fcd__lt = 'NA' + + if self.web_buckling : + + self.result_bcI_eff = list_result['WebBuckling.I_eff'] + self.result_bcA_eff = list_result['WebBuckling.A_eff'] + self.result_bcr_eff = list_result['WebBuckling.r_eff'] + self.result_bc = list_result['Buckling_class'] + self.result_IF = round(list_result["IF"], 2) + self.result_eff_sr = round(list_result["Effective_SR"], 2) + self.result_ebs = round(list_result["EBS"], 2) + self.result_nd_esr = round(list_result["ND_ESR"], 2) + self.result_phi_zz = round(list_result["phi"], 2) + self.result_srf = round(list_result["SRF"], 2) + self.result_fcd_1_zz = round(list_result["FCD_formula"], 2) + self.result_fcd_2 = round(list_result["FCD_max"], 2) + self.result_fcd = round(list_result["FCD"], 2) + self.result_capacity = round(list_result["Capacity"], 2) + self.result_crippling = round(list_result["Web_crippling"], 2) + else: + self.result_bc = 'NA' + self.result_IF = 'NA' + self.result_eff_sr = 'NA' + self.result_lambda_vv = 'NA' + self.result_lambda_psi = 'NA' + self.result_ebs = 'NA' + self.result_nd_esr = 'NA' + self.result_phi_zz = 'NA' + self.result_srf = 'NA' + self.result_fcd_1_zz = 'NA' + self.result_fcd_2 = 'NA' + self.result_fcd = 'NA' + self.result_capacity = 'NA' + self.result_crippling = 'NA' + if self.result_high_shear and self.input_section_classification[self.result_designation][0] != 'Semi-Compact': + self.result_mfd = list_result["Mfd"] + self.result_beta_reduced = list_result["Beta_reduced"] + self.result_Md= list_result["M_d"] + + ### start writing save_design from here! + def save_design(self, popup_summary): + # print('self.design_status', self.design_status,'len(self.failed_design_dict)', len(self.failed_design_dict)) + if (self.design_status and self.failed_design_dict is None) or (not self.design_status and len(self.failed_design_dict)>0):# TODO @Rutvik + self.section_property = self.section_connect_database(self.result_designation) + if self.sec_profile=='Columns' or self.sec_profile=='Beams' or self.sec_profile == VALUES_SECTYPE[1]: + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + + + + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SHEAR+'*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex+'*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.result_eff_len, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + "Selected Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0]: + # self.report_input.update({ + # KEY_DISP_BENDING: self.bending_type}) + # elif self.latex_design_type == VALUES_SUPP_TYPE_temp[1]: + # self.report_input.update({ + # KEY_BEAM_SUPP_TYPE_DESIGN: self.support, + # # KEY_DISP_BENDING: self.bending_type, + # }) + self.report_input.update({ + KEY_DISP_SUPPORT : self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES:self.Warping }) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference" : "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Effective Area', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Effective Area ($mm^2$)', ' ', + sectional_area_change(round(self.result_effective_area,2), round(self.section_property.area,2), + self.effective_area_factor), + ' ') + self.report_check.append(t1) + + # t1 = ('SubSection', 'Section parameters', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + # self.report_check.append(t1) + # t1 = ('d_{web}', ' ', + # sectional_area_change(round(self.result_effective_area,2), round(self.section_property.area,2), + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + t1 = ('SubSection', 'Section Classification', '|p{3cm}|p{3.5cm}|p{8.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Web Class', 'Neutral Axis at Mid-Depth', + cl_3_7_2_section_classification_web(round(self.result_eff_d, 2), round(self.section_property.web_thickness, 2), round(self.input_section_classification[self.result_designation][4],2), + self.epsilon, self.section_property.type, + self.input_section_classification[self.result_designation][2]), + ' ') + self.report_check.append(t1) + t1 = ('Flange Class', self.section_property.type, + cl_3_7_2_section_classification_flange(round(self.section_property.flange_width/2, 2), + round(self.section_property.flange_thickness, 2), round( + self.input_section_classification[self.result_designation][3], 2), + self.epsilon, + self.input_section_classification[self.result_designation][1]), + ' ') + self.report_check.append(t1) + t1 = ('Section Class', ' ', + cl_3_7_2_section_classification( + self.input_section_classification[self.result_designation][0]), + ' ') + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Slenderness Check', '|p{3cm}|p{4cm}|p{6cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = (KEY_DISP_Web_Buckling, cl_8_2_1web_buckling_required(round(self.epsilon,2),round(67 * self.epsilon,2)), + cl_8_2_1web_buckling_1(self.result_eff_d, self.section_property.web_thickness, + round(self.result_eff_d / self.section_property.web_thickness,2), self.result_web_buckling_check), + get_pass_fail(67 * self.epsilon, round(self.result_eff_d / self.section_property.web_thickness,2), relation="Custom")) + self.report_check.append(t1) + if self.result_web_buckling_check: + t1 = ('SubSection', 'Shear Strength Results: ' + self.support_cndition_shear_buckling, '|p{3.5cm}|p{1.5cm}|p{10cm}|p{1cm}|') + self.report_check.append(t1) + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_K_v_latex , ' ',cl_8_4_2_2_KV(self.result_web_buckling_simple_kv,self.support_cndition_shear_buckling), + + ' ') + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_Transverse_Stiffener_spacing, ' ', + cl_8_4_2_2_Transverse_Stiffener_spacing(self.result_web_buckling_simple_c), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_K_v_latex, ' ',cl_8_4_2_2_KV(self.result_web_buckling_simple_kv,self.support_cndition_shear_buckling, self.result_web_buckling_simple_c,self.result_eff_d ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_Elastic_Critical_shear_stress_web, ' ', + cl_8_4_2_2_taucrc(self.result_web_buckling_simple_kv, 2 * 10 ** 5, 0.3, + self.result_eff_d, + self.section_property.web_thickness, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + + + t1 = (KEY_DISP_slenderness_ratio_web, ' ', + cl_8_4_2_2_slenderness_ratio(self.fyw, self.result_web_buckling_simple_lambda_w, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_WELD_SHEAR_STRESS, ' ', + cl_8_4_2_2_shearstress_web(self.fyw, self.result_web_buckling_simple_lambda_w, self.result_web_buckling_simple_tau_b), + ' ') + self.report_check.append(t1) + + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength(self.result_eff_d, self.section_property.web_thickness,self.result_web_buckling_simple_V_cr, + self.result_web_buckling_simple_tau_b, self.result_shear), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear, 2), round(0.6 * self.result_shear, 2), + self.result_high_shear, self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(0.6 * self.result_shear, 2), + relation="Warn", M1=self.result_high_shear)) + self.report_check.append(t1) + + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_BUCKLING_STRENGTH + '(V_p)', ' ', + cl_8_4_1_plastic_shear_resistance_Vp(self.result_eff_d,self.section_property.web_thickness,self.fyw, self.result_web_buckling_simple_V_p_girder + ), + ' ') + self.report_check.append(t1) + + t1 = ('N_f (N)', ' ', + cl_8_4_2_2_N_f(self.section_property.depth, + self.section_property.flange_thickness, + self.section_property.depth - self.section_property.flange_thickness, + round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness),2) , self.load.moment + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_reduced_moment + '(M_{fr})', ' ', + cl_8_4_2_2_TensionField_reduced_moment(self.result_web_buckling_simple_Mfr, self.section_property.flange_width,self.section_property.flange_thickness, + self.fyf, round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness),2) + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_tension_field_incline , ' ', + cl_8_4_2_2_TensionField_phi(self.result_web_buckling_simple_phi_girder, self.result_web_buckling_simple_c,self.result_eff_d + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_AnchoragelengthTensionField, ' ', + cl_8_4_2_2_TensionField_anchorage_length(self.result_web_buckling_simple_s_girder, self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_Mfr, self.fyw, self.section_property.web_thickness + ), + ' ') + self.report_check.append(t1) + + + t1 = (KEY_DISP_WidthTensionField , ' ', + cl_8_4_2_2_KEY_DISP_WidthTensionField(self.result_eff_d,self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_c, + self.result_web_buckling_simple_s_girder,self.result_web_buckling_simple_wtf_girder + ), + ' ') + self.report_check.append(t1) + # t1 = (KEY_DISP_reduced_moment + '(M_{fr}', ' ', + # cl_8_4_2_2_TensionField_reduced_moment(self.result_eff_d, + # self.result_web_buckling_simple_phi_girder, + # self.result_web_buckling_simple_c, + # self.result_web_buckling_simple_s_girder,self.result_web_buckling_simple_wtf_girder + # ), + # ' ') + # self.report_check.append(t1) + t1 = (KEY_DISP_Yield_Strength_Tension_field, ' ', + cl_8_4_2_2_Yield_Strength_Tension_field(self.fyw, + self.result_web_buckling_simple_tau_b, + self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_fv_girder + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength_tensionfield(self.effective_depth * self.section_property.web_thickness, self.result_web_buckling_simple_tau_b,self.result_web_buckling_simple_V_p_girder, + self.result_shear,self.section_property.web_thickness, self.result_web_buckling_simple_wtf_girder, self.result_web_buckling_simple_fv_girder, + self.result_web_buckling_simple_phi_girder, round(self.result_web_buckling_simple_fV_tf_girder * 10**-3,2)), + ' ') + self.report_check.append(t1) + + + else: + + t1 = ('SubSection', 'Shear Strength Results', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR, self.load.shear_force * 10 ** -3, + cl_8_4_shear_yielding_capacity_member_(self.section_property.depth, + self.section_property.web_thickness, self.material_property.fy, + self.gamma_m0, round(self.result_shear, 2)), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear,2), round(0.6 * self.result_shear,2), self.result_high_shear,self.load.shear_force*10**-3), + get_pass_fail(self.load.shear_force*10**-3, round(0.6 * self.result_shear,2), relation="Warn",M1=self.result_high_shear)) + self.report_check.append(t1) + + # t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|') + + t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{1.5cm}|p{9cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.result_high_shear: + t1 = (KEY_DISP_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_beta_reduced,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_8_2_1_2_moment_capacity_member(round(self.result_betab,3), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2), self.section_property.elast_sec_mod_z,self.result_section_class,self.support), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + elif self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # KEY_DISP_Elastic_CM_latex + t1 = (KEY_DISP_Elastic_CM_latex, ' ', + cl_8_2_2_1_Mcr( + self.result_mcr, + self.material_property.modulus_of_elasticity, + self.section_property.mom_inertia_y, + self.result_eff_len, self.material_property.modulus_of_elasticity/(2*1.3), + self.section_property.It, self.section_property.Iw + # round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + # cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + # round(self.result_bcI_eff,2)), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_A_eff_latex+ '($mm^2$)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_r_eff_latex+ '(mm)', ' ', + # cl_8_7_3_reff_web_check(round(self.result_bcr_eff,2), round(self.result_bcI_eff,2), + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda_{LT}$)', ' ', + cl_8_2_2_slenderness(round(self.result_betab, 2),self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z,self.result_mcr,self.material_property.fy, + self.result_nd_esr_lt), + ' ') + self.report_check.append(t1) + + # # t1 = (KEY_DISP_SLENDER, ' ', + # # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # # self.result_eff_sr), + # # ' ') + # # self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + # cl_8_7_1_5_buckling_curve(), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha_{LT}$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF_lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + # cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr,self.result_ebs), + # ' ') + # self.report_check.append(t1) + + t1 = ('$\phi_{LT}$', ' ', + cl_8_2_2_phi(self.result_IF_lt,self.result_nd_esr_lt, self.result_phi_lt), + ' ') + self.report_check.append(t1) + + t1 = ('Bending Compressive stress($N/mm^2$)', ' ', + cl_8_2_2_Bending_Compressive(self.material_property.fy,self.gamma_m0,self.result_nd_esr_lt,self.result_phi_lt,self.result_fcd__lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + # cl_7_1_2_design_compressive_strength(self.result_capacity,round(( + # self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness,2), self.result_fcd,self.load.shear_force * 10 ** -3), + # get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + # self.report_check.append(t1) + + if self.result_high_shear: + t1 = (KEY_DISP_LTB_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + t1 = (KEY_DISP_REDUCE_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_betab,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = ('Moment Strength (kNm)', self.load.moment*10**-6, + cl_8_2_2_moment_capacity_member(round(self.result_betab,2), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2),self.section_property.elast_sec_mod_z,self.result_section_class,self.support), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + if self.result_buckling_crippling: + t1 = ('SubSection', 'Web Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + round(self.result_bcI_eff,2)), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_A_eff_latex+ '($mm^2$)', ' ', + cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_r_eff_latex+ '(mm)', ' ', + cl_8_7_3_reff_web_check(round(self.result_bcr_eff,2), round(self.result_bcI_eff,2), + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda$)', ' ', + cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + self.result_eff_sr), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_SLENDER, ' ', + # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # self.result_eff_sr), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + cl_8_7_1_5_buckling_curve(), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr,self.result_ebs), + ' ') + self.report_check.append(t1) + + t1 = ('$\phi$', ' ', + cl_8_7_1_5_phi(0.49,self.result_eff_sr, self.result_phi_zz), + ' ') + self.report_check.append(t1) + + t1 = ('Buckling stress($N/mm^2$)', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy,self.gamma_m0,self.result_eff_sr,self.result_phi_zz,self.result_fcd_2,self.result_fcd), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + cl_7_1_2_design_compressive_strength(self.result_capacity,round(( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness,2), self.result_fcd,self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Bearing Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = ('Bearing Strength(kN)', self.load.shear_force * 10 ** -3, + cl_8_7_4_Bearing_stiffener_check(self.bearing_length, round(2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness), 2), + self.section_property.web_thickness, + self.material_property.fy, self.gamma_m0, + round(self.result_crippling, 2), + self.section_property.root_radius, + self.section_property.flange_thickness), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_crippling, 2), relation="leq")) + + self.report_check.append(t1) + + t1 = ('SubSection', 'Utilization', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + # TODO + if self.result_buckling_crippling: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3,round(self.result_shear, 2), + self.load.moment*10**-6, round(self.result_bending, 2), + self.result_UR,type=2,Pd=self.result_capacity, fw=self.result_crippling), + get_pass_fail(1.0, self.result_UR, relation="geq")) + else: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3,round(self.result_shear, 2), + self.load.moment*10**-6, round(self.result_bending, 2), + self.result_UR), + get_pass_fail(1.0, self.result_UR, relation="geq")) + self.report_check.append(t1) + # if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # t1 = ('SubSection', 'Lateral Torsional Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + # self.report_check.append(t1) + # t1 = (KEY_DISP_A_eff_latex + '(mm^2)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + # if self.latex_tension_zone == True : + # t1 = (KEY_DISP_TENSION_HOLES, ' ', + # sectional_area_change(self.result_effective_area, self.section_property.area, + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + # else: + # t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + # allow_shear_capacity(round(self.result_shear, 2), round(0.6 * self.result_shear, 2)), + # get_pass_fail(self.load.shear_force)) + # self.report_check.append(t1) + + + + # self.h = (self.beam_D - (2 * self.beam_tf)) + # + # 1.1 Input sections display + # t1 = ('SubSection', 'List of Input Sections',self.sec_list), + # self.report_check.append(t1) + # + # # 2.2 CHECK: Buckling Class - Compatibility Check + # t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + # self.report_check.append(t1) + # + # t1 = ("Section Class ", comp_column_class_section_check_required(self.result_section_class, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + + # t1 = ("h/bf , tf ", comp_column_class_section_check_required(self.bucklingclass, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.3 CHECK: Cross-section classification + # t1 = ('SubSection', 'Cross-section classification', '|p{4.5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + # self.report_check.append(t1) + # + # t1 = ("b/tf and d/tw ", cross_section_classification_required(self.section), + # cross_section_classification_provided(self.tf, self.b1, self.epsilon, self.section, self.b1_tf, + # self.d1_tw, self.ep1, self.ep2, self.ep3, self.ep4), + # 'b = bf / 2,d = h ā€“ 2 ( T + R1),Ī­ = (250 / Fy )^0.5,Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.4 CHECK : Member Check + # t1 = ("Slenderness", cl_7_2_2_slenderness_required(self.KL, self.ry, self.lamba), + # cl_7_2_2_slenderness_provided(self.KL, self.ry, self.lamba), 'PASS') + # self.report_check.append(t1) + # + # t1 = ( + # "Design Compressive stress (fcd)", cl_7_1_2_1_fcd_check_required(self.gamma_mo, self.f_y, self.f_y_gamma_mo), + # cl_7_1_2_1_fcd_check_provided(self.facd), 'PASS') + # self.report_check.append(t1) + # + # t1 = ("Design Compressive strength (Pd)", cl_7_1_2_design_comp_strength_required(self.axial), + # cl_7_1_2_design_comp_strength_provided(self.Aeff, self.facd, self.A_eff_facd), "PASS") + # self.report_check.append(t1) + # + # t1 = ('', '', '', '') + # self.report_check.append(t1) + else: + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SHEAR+'*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex+'*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + # "Failed Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + self.report_input.update({ + KEY_DISP_SUPPORT : self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES:self.Warping }) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference" : "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'All Members Failed', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Plastic Section Modulus', '|p{4cm}|p{1.5cm}|p{2.5cm}|p{8cm}|') + self.report_check.append(t1) + t1 = ('Plastic Section Modulus($mm^3$)', round(self.Zp_req,2), + ' ', + 'Select Sections with atleast required Plastic Section Modulus ') + self.report_check.append(t1) + + + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) # diff --git a/osdag_core/design_type/flexural_member/flexure_othersupp.py b/osdag_core/design_type/flexural_member/flexure_othersupp.py new file mode 100644 index 000000000..e772e020e --- /dev/null +++ b/osdag_core/design_type/flexural_member/flexure_othersupp.py @@ -0,0 +1,1835 @@ +""" + +@Author: Rutvik Joshi - Osdag Team, IIT Bombay [(P) rutvikjoshi63@gmail.com / 30005086@iitb.ac.in] + +@Module - Beam Design - Other Supports + - Laterally Supported Beam [Moment + Shear] + - Laterally Unsupported Beam [Moment + Shear] + + +@Reference(s): 1) IS 800: 2007, General construction in steel - Code of practice (Third revision) + 2) IS 808: 1989, Dimensions for hot rolled steel beam, column, channel, and angle sections and + it's subsequent revision(s) + 3) Design of Steel Structures by N. Subramanian (Fifth impression, 2019, Chapter 15) + 4) Limit State Design of Steel Structures by S K Duggal (second edition, Chapter 11) + +other 8) +references 9) + +""" +import logging +import math +import numpy as np +from ...Common import * +# from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.common_calculation import * +from ..tension_member import * +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties +from ...utils.common import is800_2007 +from ...utils.common.component import * + + +class Flexure_Misc(Member): + + def __init__(self): + # print(f"Here10") + super(Flexure_Misc, self).__init__() + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_flexure_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL])#Need to check + design_input.append(t1) + + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, [ KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH]) #, KEY_STEEL_COST + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [KEY_ALLOW_CLASS, KEY_LOAD, KEY_ShearBucklingOption]) #, KEY_STEEL_COST + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE,KEY_BEARING_LENGTH, KEY_LOAD, KEY_DP_DESIGN_METHOD, KEY_ShearBucklingOption], '') + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + + add_buttons = [] + + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_CLASS: 'Yes', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_LENGTH_OVERWRITE :'NA', + KEY_BEARING_LENGTH : 'NA', + KEY_LOAD : 'Normal', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_ShearBucklingOption: KEY_DISP_SB_Option[0], + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_FLEXURE3 + + def set_osdaglogger(key): + """ + Set logger for Column Design Module. + """ + global logger + logger = logging.getLogger('Osdag') + + logger.setLevel(logging.DEBUG) + handler = logging.StreamHandler() + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + + handler.setFormatter(formatter) + logger.addHandler(handler) + handler = logging.FileHandler('logging_text.log') + + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + if key is not None: + handler = OurLog(key) + formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') + handler.setFormatter(formatter) + logger.addHandler(handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + ''' + TODO : Make seperate sub-functions to add?? + At support & At Top restraints should be inactive + Depending on Support Conditions : if cantilever then active and Torsional & + Warping Restraint be inactive. + + ''' + + self.module = KEY_DISP_FLEXURE3 + options_list = [] + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_FLEXURE3, TYPE_MODULE, None, True, "No Validator") + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE3, True, 'No Validator') #'Beam and Column' + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All','Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t2 = ( + KEY_DESIGN_TYPE_FLEXURE, + KEY_BEAM_SUPP_TYPE, + TYPE_COMBOBOX, + VALUES_SUPP_TYPE_temp, + True, + "No Validator", + ) + options_list.append(t2) + + # + # t3 = (KEY_BENDING, KEY_DISP_BENDING, TYPE_COMBOBOX, VALUES_BENDING_TYPE, False, 'No Validator') + # options_list.append(t3) + # + # + t4 = (KEY_SUPPORT, KEY_DISP_SUPPORT, TYPE_NOTE,KEY_DISP_SUPPORT2, True, 'No Validator') + options_list.append(t4) + + t12 = (KEY_IMAGE, None, TYPE_IMAGE, Simply_Supported_img, True, 'No Validator') + options_list.append(t12) + + t10 = (KEY_TORSIONAL_RES, DISP_TORSIONAL_RES, TYPE_COMBOBOX, Torsion_Restraint_list, True, 'No Validator') + options_list.append(t10) + + t11 = (KEY_WARPING_RES, DISP_WARPING_RES, TYPE_COMBOBOX, Warping_Restraint_list, True, 'No Validator') + options_list.append(t11) + + t11 = (KEY_SUPPORT_TYPE, DISP_SUPPORT_RES, TYPE_COMBOBOX, Supprt_Restraint_list, True, 'No Validator') + options_list.append(t11) + + t11 = (KEY_SUPPORT_TYPE2, DISP_TOP_RES, TYPE_COMBOBOX, Top_Restraint_list, False, 'No Validator') + options_list.append(t11) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH_BEAM, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + + + return options_list + + def fn_profile_section(self, arg): + + profile = arg[0] + if profile == 'Beams': #Beam and Column + return connectdb("Beams", call_type="popup") + profile2 = connectdb("Columns", call_type="popup") + if profile == 'Columns': #Beam and Column + return connectdb("Columns", call_type="popup") + # profile2 = connectdb("Columns", call_type="popup") + # return list(set(profile1 + profile2)) + + + def fn_supp_image(self, arg): + print( 'Inside fn_supp_image', arg) + if arg[0] == KEY_DISP_SUPPORT1: + return Simply_Supported_img + else: + return Cantilever_img + + def axis_bending_change(self, arg): + design = arg[0] + print( 'Inside fn_supp_image', arg) + if arg[0] == KEY_DISP_DESIGN_TYPE_FLEXURE: + return ['NA'] + else: + return VALUES_BENDING_TYPE + + # def show_error_message(self): + # QMessageBox.about(self, 'information', "Your message!") + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + # t3 = ([KEY_SUPPORT], KEY_IMAGE, TYPE_IMAGE, self.fn_supp_image) + # lst.append(t3) + + # t3 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_BENDING, TYPE_COMBOBOX, self.axis_bending_change) + # lst.append(t3) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + t18 = ([KEY_DESIGN_TYPE_FLEXURE], + 'After checking Non-dimensional slenderness ratio for given section, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ', TYPE_WARNING, self.major_bending_warning) + lst.append(t18) + + return lst + + def major_bending_warning(self, arg): + + if arg[0] == VALUES_SUPP_TYPE_temp[2]: + return True + else: + return False + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, + self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = ( + KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, self.result_UR if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + + t2 = (KEY_betab_constatnt, KEY_DISP_betab_constatnt, TYPE_TEXTBOX, + self.result_betab if flag else '', True) + out_list.append(t2) + + + t2 = ( + KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, self.result_effective_area if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_EFF_LEN, KEY_DISP_EFF_LEN, TYPE_TEXTBOX, self.result_eff_len if flag else '', + True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_SHEAR_STRENGTH, KEY_DISP_DESIGN_STRENGTH_SHEAR, TYPE_TEXTBOX, + self.result_shear if flag else + '', True) + out_list.append(t1) + # + t1 = (KEY_MOMENT_STRENGTH, KEY_DISP_DESIGN_STRENGTH_MOMENT, TYPE_TEXTBOX, + self.result_bending if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_BUCKLING_STRENGTH, KEY_DISP_BUCKLING_STRENGTH, TYPE_TEXTBOX, + self.result_capacity if flag else + '', True) + out_list.append(t1) + t1 = (KEY_WEB_CRIPPLING, KEY_DISP_CRIPPLING_STRENGTH, TYPE_TEXTBOX, + self.result_crippling if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_HIGH_SHEAR, KEY_DISP_HIGH_SHEAR, TYPE_TEXTBOX, + self.result_high_shear if flag else + '', True) + out_list.append(t1) + + + t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.result_tc if flag else '', True) + out_list.append(t2) + + t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', True) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', True) + out_list.append(t2) + + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + self.result_nd_esr_lt if flag else + '', True) + out_list.append(t1) + + t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', True) + out_list.append(t2) + + t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_ESR, KEY_DISP_ESR, TYPE_TEXTBOX, self.result_eff_sr if flag else '', True) + out_list.append(t2) + + t2 = (KEY_EULER_BUCKLING_STRESS, KEY_DISP_EULER_BUCKLING_STRESS, TYPE_TEXTBOX, + self.result_ebs if flag else '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CURVE, KEY_DISP_BUCKLING_CURVE, TYPE_TEXTBOX, self.result_bc if flag else '', True) + out_list.append(t2) + + t2 = ( + KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_SR_FACTOR, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf if flag else '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr if flag else '', True) + out_list.append(t2) + + + + return out_list + + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + flag1 = False + flag2 = False + flag3 = False + option_list = self.input_values(self) + missing_fields_list = [] + print(f'func_for_validation option_list {option_list}' + f"\n design_dictionary {design_dictionary}" + ) + for option in option_list: + if option[2] == TYPE_TEXTBOX or option[0] == KEY_LENGTH or option[0] == KEY_SHEAR or option[0] == KEY_MOMENT: + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + continue + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + elif option[0] == KEY_SHEAR: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[0] == KEY_MOMENT: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag3 = True + # elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_DESIGN_TYPE_FLEXURE, KEY_BENDING, KEY_SUPPORT]: + # val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(self, missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2 and flag3: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(self, design_dictionary) + else: + return all_errors + + def get_3d_components(self): + + components = [] + + # t3 = ('Column', self.call_3DColumn) + # components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + global logger + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + for section in self.sec_list: + if section in red_list: + logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + ''' + TODO + self.bending_type == KEY_DISP_BENDING1: + self.lambda_lt = self.lambda_lt_check_member_type + if self.lambda_lt < 0.4: + self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE + ''' + super(Flexure_Misc, self).set_input_values(self, design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = 'Flexure Member' + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + print(f"\n Inside set_input_values{self.sec_profile}") + print(f"\n sec_profile{self.sec_list}") + self.main_material = design_dictionary[KEY_MATERIAL] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # design type + self.design_type_temp = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.latex_design_type = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + if self.design_type_temp == VALUES_SUPP_TYPE_temp[0]: + self.design_type = VALUES_SUPP_TYPE[0] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.support_cndition_shear_buckling = design_dictionary[KEY_ShearBucklingOption] + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[1]: + self.design_type = VALUES_SUPP_TYPE[0] + # self.bending_type = KEY_DISP_BENDING2 #if design_dictionary[KEY_BENDING] != 'Disabled' else 'NA' + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[2]: + self.design_type = VALUES_SUPP_TYPE[1] + self.bending_type = KEY_DISP_BENDING1 + + # section user data + self.length = float(design_dictionary[KEY_LENGTH]) + + # end condition + self.support = design_dictionary[KEY_SUPPORT] + + # factored loads + self.load = Load( + shear_force=design_dictionary[KEY_SHEAR], + axial_force="", + moment=design_dictionary[KEY_MOMENT], + unit_kNm=True, + ) + + # design preferences + # self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.latex_efp = design_dictionary[KEY_LENGTH_OVERWRITE] + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.allowable_utilization_ratio = 1.0 + self.optimization_parameter = "Utilization Ratio" + self.allow_class = design_dictionary[KEY_ALLOW_CLASS] # if 'Semi-Compact' is available + self.steel_cost_per_kg = 50 + # Step 2 - computing the design compressive stress for web_buckling & web_crippling + self.bearing_length = design_dictionary[KEY_BEARING_LENGTH] + #TAKE from Design Dictionary + self.allowed_sections = [] + if self.allow_class == "Yes": + self.allowed_sections == "Semi-Compact" + + print(f"self.allowed_sections {self.allowed_sections}") + print("==================") + # print(f"self.load_type {self.load_type}") + + print(f"self.module{self.module}") + print(f"self.sec_list {self.sec_list}") + print(f"self.material {self.material}") + print(f"self.length {self.length}") + print(f"self.load {self.load}") + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + self.gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]["ultimate_stress"] + self.material_property = Material(material_grade=self.material, thickness=0) + self.fyf = self.material_property.fy + self.fyw = self.material_property.fy + + print(f"self.material_property {self.material_property}]") + # print( "self.material_property",self.material_property.fy) + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.sec_prop_initial_dict = {} + + self.design(self, design_dictionary) + if len(self.input_modified) != 0: + self.results(self, design_dictionary) + + + # Simulation starts here + def design(self, design_dictionary, flag=0): + ''' + TODO optimimation_tab_check changes to include self.material_property = Material(material_grade=self.material, thickness=0) + for each section + ''' + # flag = self.section_classification(self) + print(f"\n Inside design") + # self.show_error_message(self) + """Perform design of struct""" + # checking DP inputs + + self.optimization_tab_check(self) + # print( "self.material_property",self.material_property.fy) + self.input_modifier(self) + # print( "self.material_property",self.material_property.fy) + if len(self.input_modified) != 0: + self.design_beam(self, design_dictionary) + + def optimization_tab_check(self): + ''' + TODO add button to give user option to take Tension holes or not + ''' + print(f"\n Inside optimization_tab_check") + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + logger.error( + "The defined value of Effective Area Factor in the design preferences tab is out of the suggested range." + ) + logger.info("Provide an appropriate input and re-design.") + logger.warning("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + # self.design_status = False + # self.design_status_list.append(self.design_status) + self.optimization_tab_check(self) + elif (self.steel_cost_per_kg < 0.10) or (self.effective_area_factor > 1.0): + # No suggested range in Description + logger.warning( + "The defined value of the cost of steel (in INR) in the design preferences tab is out of the suggested range." + ) + logger.info("Provide an appropriate input and re-design.") + logger.info("Assuming a default rate of 50 (INR/kg).") + self.steel_cost_per_kg = 50 + self.design_status = False + self.design_status_list.append(self.design_status) + else: + if self.effective_area_factor >= (self.material_property.fy * self.gamma_m0 / (self.material_property.fu * 0.9 * self.gamma_m1)): + pass + else: + self.effective_area_factor = ( + self.material_property.fy + * self.gamma_m0 + / (self.material_property.fu * 0.9 * self.gamma_m1) + ) + logger.info( + f"The effect of holes in the tension flange is considered on the design bending strength. The ratio of net to gross area of the flange in tension is considered {self.effective_area_factor}" + ) + + logger.info("Provided appropriate design preference, now checking input.") + + def input_modifier(self): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside input_modifier") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + # self.input_section_classification = {} + + for section in self.sec_list: + section = section.strip("'") + self.section_property = self.section_conect_database(self, section) + + Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + print('Inside input_modifier not allow_class',self.allow_class,self.load.moment, self.gamma_m0, self.material_property.fy) + if self.section_property.plast_sec_mod_z >= Zp_req: + self.input_modified.append(section) + # logger.info( + # f"Required Zp_req = {round(Zp_req * 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section satisfy Min Zp_req value") + else: + pass + # logger.warning( + # f"Required Zp_req = {round(Zp_req* 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section dosen't satisfy Min Zp_req value") + print("self.input_modified", self.input_modified) + + def section_conect_database(self, section): + print(f"section_conect_database{section}") + print(section) + # print(self.sec_profile) + if ( + self.sec_profile == VALUES_SECTYPE[1] + or self.sec_profile == VALUES_SECTYPE[2] + or self.sec_profile == "I-section" + ): # I-section + self.section_property = ISection( + designation=section, material_grade=self.material + ) + self.material_property.connect_to_database_to_get_fy_fu( + self.material, max(self.section_property.flange_thickness, max(self.section_property.web_thickness, self.section_property.flange_thickness)) + ) + print(f"section_conect_database material_property.fy{self.material_property.fy}") + self.epsilon = math.sqrt(250 / self.material_property.fy) + return self.section_property + + def design_beam(self, design_dictionary): + print(f"Inside design_beam") + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + + # 1 - section classification + flag = self.section_classification(self) + if self.effective_area_factor < 1.0: + logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab." + ) + else: + logger.info( + "The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007]." + ) + # 2 - Effective length + self.effective_length_beam(self, design_dictionary, self.length) # mm + print( + f"self.effective_length {self.effective_length} \n self.input_section_classification{self.input_section_classification} ") + + if flag: + for section in self.input_section_list: + # initialize lists for updating the results dictionary + self.section_property = self.section_conect_database(self, section) + + # Step 1.1 - computing the effective sectional area + self.effective_area = self.section_property.area + self.common_checks_1(self, section, step=2) + + + list_result = [] + list_1 = [] + list_result.append(section) + self.section_class = self.input_section_classification[section][0] + + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + self.laterally_supported(self) + if self.web_buckling_check: + continue + else: + self.web_not_buckling_steps(self) + print(f"Common result {list_result, self.section_class, self.V_d, self.high_shear_check, self.bending_strength_section}") + + # 2.8 - UR + self.ur = round( + max((self.load.moment / self.bending_strength_section * 10 ** -6),(self.load.shear_force / self.V_d * 10 ** -3)), + 2) # ( + round(self.load.axial_force / self.section_capacity, 3) + print("UR", self.ur) + # 2.9 - Cost of the section in INR + self.cost = ( + ( + self.section_property.unit_mass + * self.section_property.area + * 1e-4 + ) + * self.length + * self.steel_cost_per_kg + ) + self.optimum_section_cost.append(self.cost) + + + + if self.bearing_length != 'NA': #and self.web_crippling + print(f"Check for Web Buckling") + try: + self.bearing_length = float(design_dictionary[KEY_BEARING_LENGTH]) + self.web_buckling = True #WEB BUCKLING + I_eff_web = self.bearing_length * self.section_property.web_thickness ** 3 / 12 + A_eff_web = self.bearing_length * self.section_property.web_thickness + r = math.sqrt(I_eff_web / A_eff_web) + d_red = (self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius)) + self.slenderness = 0.7 * d_red / r + self.common_checks_1(self, section, step=3) + # step == 4 + self.common_checks_1( + self, section, step=4, list_result=["Concentric"] + ) + # 2.7 - Capacity of the section for web_buckling + self.section_capacity = ( + self.design_compressive_stress * (self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness + * 10**-3) # N + print(self.design_compressive_stress, self.bearing_length, self.section_property.depth, self.section_property.web_thickness) + + print(self.bending_strength_section, self.V_d, self.section_capacity) + + self.F_wb = (self.bearing_length + 2.5 * (self.section_property.root_radius + self.section_property.flange_thickness)) * self.section_property.web_thickness * self.material_property.fy / (self.gamma_m0 * 10**3) + if self.bending_strength_section > self.load.moment* 10**-6 and self.V_d > self.load.shear_force * 10**-3 and self.section_capacity > self.load.shear_force * 10**-3 and self.F_wb > self.load.shear_force* 10**-3: + list_result, list_1 = self.list_changer(self,change='Web Buckling',check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(self, section, 5, list_result, list_1) + except: + logger.warning('Bearing length is invalid.') + logger.info('Ignoring web Buckling and Crippling check') + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.V_d) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.V_d > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(self, change='', check=True,list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(self, section, 5, list_result, list_1) + else: + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.V_d) + if self.bending_strength_section > self.load.moment * 10**-6 and self.V_d > self.load.shear_force * 10**-3: + + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(self, change=' ', check=True, list=list_result, list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(self, section, 5, list_result, list_1) + + def laterally_supported(self): + + print(f"Working laterally_supported") + # 3 - web buckling under shear + self.web_buckling_check = IS800_2007.cl_8_2_1_web_buckling( + d=self.section_property.depth, + tw=self.section_property.web_thickness, + e=self.epsilon, + ) + print(self.web_buckling_check) + if self.web_buckling_check: + self.web_buckling_steps(self) + return + else: + self.web_not_buckling_steps(self) + def web_buckling_steps(self): + print(f"Working web_buckling_steps") + # web_buckling_message = 'Thin web' + logger.warning("Thin web [Reference: Cl 8.2.1.1, IS 800:2007]") + + logger.info(f"Considering {self.support_cndition_shear_buckling}") + # 5 - Web Buckling check(when high shear) -If user wants then only + # if web_buckling: + # b1 = input('Enter bearing') + # self.web_buckling_strength = self.section_property.web_thickness * (b1 + 1.25 * self.section_property.depth) + # self.V_d = pass + def web_not_buckling_steps(self): + print(f"Working web_not_buckling_steps") + self.V_d = IS800_2007.cl_8_4_design_shear_strength( + self.section_property.depth + * self.section_property.web_thickness, + self.material_property.fy + ) / 10 ** 3 + + self.high_shear_check = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force / 1000, self.V_d + ) + print(f"self.V_d {self.V_d},{self.section_property.depth* self.section_property.web_thickness}, {self.material_property.fy}") + # 4 - design bending strength + self.bending_strength_section = self.bending_strength(self) / 10 ** 6 + + + + def bending_strength(self): + print('Inside bending_strength ') + # 4 - design bending strength -preliminary + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class == 'plastic' or 'compact' : + self.beta_b_lt = 1 + else : + self.beta_b_lt = self.section_property.elast_sec_mod_z/self.section_property.plast_sec_mod_z + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class == "Plastic" or self.section_class == "Compact": + bending_strength_section = self.bending_strength_reduction(self, M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + * self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + It = ( + 2 + * self.section_property.flange_width + * self.section_property.flange_thickness**3 + ) / 3 + ( + (self.section_property.depth - self.section_property.flange_thickness) + * self.section_property.web_thickness**3 + ) / 3 + hf = self.section_property.depth - self.section_property.flange_thickness + Iw = 0.5**2 * self.section_property.mom_inertia_y * hf**2 + M_cr = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + self.material_property.modulus_of_elasticity, + 0.3, + self.section_property.mom_inertia_y, + It, + Iw, + self.effective_length * 1e3 + ) + + if self.section_class == "Plastic" or self.section_class == "Compact": + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + self.beta_b_lt, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.material_property.fy, + M_cr + ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class + ) + self.It = It + self.Iw = Iw + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = M_cr * 10**-6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z ) + if self.high_shear_check: + if self.section_class == "Plastic" or self.section_class == "Compact": + bending_strength_section = self.bending_strength_reduction(self,Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2',It,hf,Iw,M_cr ,self.beta_b_lt,alpha_lt,lambda_lt,phi_lt,X_lt,fbd,bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + def bending_strength_reduction(self, Md): + Zfd = ( + self.section_property.plast_sec_mod_z + - (self.section_property.depth**2 * self.section_property.web_thickness / 4) + ) + Mfd = Zfd * self.material_property.fy / self.gamma_m0 + beta = ((2 * self.load.shear_force / (self.V_d * 10**3)) - 1) ** 2 + Mdv = (Md - beta * (Md - Mfd)) + print('Inside bending_strength_reduction',Mdv, Md, beta, Mfd, Zfd) + self.bending_strength_section_reducedby = Mfd + self.beta_reduced = beta + if ( + Mdv + <= 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ): + return Mdv + else: + return ( + 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + + + def section_classification(self, trial_section=""): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside section_classification") + local_flag = True + self.input_section_list = [] + self.input_section_classification = {} + + for trial_section in self.input_modified: + self.section_property = self.section_conect_database(self, trial_section) + print(f"Type of section{self.section_property.designation}") + if self.section_property.type == "Rolled": + web_class = IS800_2007.Table2_iii( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius), + self.section_property.web_thickness, + self.material_property.fy, + ) + flange_class = IS800_2007.Table2_i( + self.section_property.flange_width / 2, + self.section_property.flange_thickness, + self.material_property.fy, + )[0] + web_ratio = (self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 /self.section_property.flange_thickness + else: + """Need to check below formula""" + flange_class = IS800_2007.Table2_i( + ( + (self.section_property.flange_width / 2) + # - (self.section_property.web_thickness / 2) + ), + self.section_property.flange_thickness, + self.section_property.fy, + self.section_property.type, + )[0] + + web_class = IS800_2007.Table2_iii( + ( + self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + ), + self.section_property.web_thickness, + self.material_property.fy, + classification_type="Axial compression", + ) + web_ratio = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) / self.section_property.web_thickness + flange_ratio = self.section_property.flange_width / 2 / self.section_property.flange_thickness + print(f"\n \n \n flange_class {flange_class} \n web_class{web_class} \n \n") + if flange_class == "Slender" or web_class == "Slender": + self.section_class = "Slender" + else: + if flange_class == "Plastic" and web_class == "Plastic": + self.section_class = "Plastic" + elif flange_class == "Plastic" and web_class == "Compact": + self.section_class = "Compact" + elif flange_class == "Plastic" and web_class == "Semi-Compact": + self.section_class = "Semi-Compact" + elif flange_class == "Compact" and web_class == "Plastic": + self.section_class = "Compact" + elif flange_class == "Compact" and web_class == "Compact": + self.section_class = "Compact" + elif flange_class == "Compact" and web_class == "Semi-Compact": + self.section_class = "Semi-Compact" + elif flange_class == "Semi-Compact" and web_class == "Plastic": + self.section_class = "Semi-Compact" + elif flange_class == "Semi-Compact" and web_class == "Compact": + self.section_class = "Semi-Compact" + elif flange_class == "Semi-Compact" and web_class == "Semi-Compact": + self.section_class = "Semi-Compact" + + # logger.info( + # "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + # self.section_class, + # trial_section, + # flange_class, round(flange_ratio,2), + # web_class, round(web_ratio,2) + # ) + # ) + print( 'self.allow_class', self.allow_class) + if self.allow_class != 'No': + if ( + self.section_class == "Semi-Compact" + or self.section_class == "Compact" + or self.section_class == "Plastic" + ): + self.input_section_list.append(trial_section) + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + elif self.section_class == "Slender": + logger.warning(f"The section.{trial_section} is Slender. Ignoring") + else: + if self.section_class == "Compact" or self.section_class == "Plastic": + self.input_section_list.append(trial_section) + self.input_section_classification.update({trial_section: [self.section_class, flange_class, web_class, flange_ratio, web_ratio]}) + elif self.section_class == "Slender": + logger.warning(f"The section.{trial_section} is Slender. Ignoring") + self.design_status = False + self.design_status_list.append(self.design_status) + elif self.section_class == "Semi-Compact": + logger.warning( + f"The section.{trial_section} is Semi-Compact. Ignoring" + ) + self.design_status = False + self.design_status_list.append(self.design_status) + + if len(self.input_section_list) == 0: + local_flag = False + else: + local_flag = True + return local_flag + + def effective_length_beam(self, design_dictionary, length): + print(f"Inside effective_length_beam") + self.Loading = design_dictionary[KEY_LOAD] # 'Normal'or 'Destabilizing' + if design_dictionary[KEY_LENGTH_OVERWRITE] == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + self.effective_length = IS800_2007.cl_8_3_1_EffLen_Simply_Supported( + Torsional=self.Torsional_res, + Warping=self.Warping, + length=length, + depth=self.section_property.depth, + load=self.Loading, + ) + print(f"Working 1 {self.effective_length}") + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + self.effective_length = IS800_2007.cl_8_3_3_EffLen_Cantilever( + Support=self.Support, + Top=self.Top, + length=length, + load=self.Loading, + ) + print(f"Working 2 {self.effective_length}") + else: + try: + if float(design_dictionary[KEY_LENGTH_OVERWRITE]) <= 0: + design_dictionary[KEY_LENGTH_OVERWRITE] = 'NA' + length = length * float(design_dictionary[KEY_LENGTH_OVERWRITE]) + self.effective_length = length + print(f"Working 3 {self.effective_length}") + except: + print(f"Inside effective_length_beam",type(design_dictionary[KEY_LENGTH_OVERWRITE])) + logger.warning("Invalid Effective Length Parameter.") + logger.info('Effective Length Parameter is set to default: 1.0') + design_dictionary[KEY_LENGTH_OVERWRITE] = '1.0' + self.effective_length_beam(self, design_dictionary, length) + print(f"Working 4 {self.effective_length}") + print(f"Inside effective_length_beam",self.effective_length, design_dictionary[KEY_LENGTH_OVERWRITE]) + + + def lambda_lt_check_member_type(self, Mcr=0, fcrb=0, Zp=0, f_y=0, Ze=0, beta_b=0): + lambda_lt_1 = math.sqrt(beta_b * Zp * f_y / Mcr) + lambda_lt_2 = math.sqrt(f_y / fcrb) + lambda_lt_check = math.sqrt(1.2 * Ze * f_y / Mcr) + if lambda_lt_1 == lambda_lt_2: + if lambda_lt_1 <= lambda_lt_check: + return lambda_lt_1 + logger.warning(" Issues with the non-dimensional slenderness ratio Lambda_lt") + + def common_checks_1(self, section, step=1, list_result=[], list_1=[]): + if step == 1: + print(f"Working correct here") + elif step == 2: + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round( + self.effective_area * self.effective_area_factor, 2 + ) + + + elif step == 3: + # 2.1 - Buckling curve classification and Imperfection factor + if self.section_property.type == 'Rolled': + self.buckling_class = 'c' + self.imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor( + buckling_class=self.buckling_class + ) + elif step == 4: + # self.slenderness = self.effective_length / min(self.section_property.rad_of_gy_z, self.section_property.rad_of_gy_y) * 1000 + print( + f"\n data sent " + f" self.material_property.fy {self.material_property.fy}" + f"self.gamma_m0 {self.gamma_m0}" + f"self.slenderness {self.slenderness}" + f" self.imperfection_factor {self.imperfection_factor}" + f"self.section_property.modulus_of_elasticity {self.section_property.modulus_of_elasticity}" + ) + + list_cl_7_1_2_1_design_compressisive_stress = ( + IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.material_property.fy, + self.gamma_m0, + self.slenderness, + self.imperfection_factor, + self.section_property.modulus_of_elasticity, + check_type=list_result, + ) + ) + for x in list_cl_7_1_2_1_design_compressisive_stress: + print(f"x {x} ") + self.euler_buckling_stress = list_cl_7_1_2_1_design_compressisive_stress[0] + self.nondimensional_effective_slenderness_ratio = ( + list_cl_7_1_2_1_design_compressisive_stress[1] + ) + self.phi = list_cl_7_1_2_1_design_compressisive_stress[2] + self.stress_reduction_factor = list_cl_7_1_2_1_design_compressisive_stress[ + 3 + ] + self.design_compressive_stress_fr = ( + list_cl_7_1_2_1_design_compressisive_stress[4] + ) + self.design_compressive_stress = ( + list_cl_7_1_2_1_design_compressisive_stress[5] + ) + self.design_compressive_stress_max = ( + list_cl_7_1_2_1_design_compressisive_stress[6] + ) + elif step == 5: + # 1- Based on optimum UR + self.optimum_section_ur_results[self.ur] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_result.copy() # Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + print( + f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}" + ) + elif step == 6: + self.single_result[self.sec_profile] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.single_result[self.sec_profile][j] = k + # k += 1 + list_2.pop(0) + break + print(f"\n self.single_result {self.single_result}") + + def list_changer(self, change, list,list_name, check = True): + list_name.extend([ + "Designation"]) + if self.high_shear_check: + list.extend( + [self.bending_strength_section_reducedby, self.beta_reduced, self.M_d]) + list_name.extend([ + "Mfd", + "Beta_reduced", + 'M_d' + ]) + + list.extend( + [self.section_class, self.effective_area, self.V_d, self.high_shear_check, + self.bending_strength_section, self.effective_length, self.ur, + self.cost, self.beta_b_lt]) + list_name.extend([ + + "Section class", + "Effective area", + "Shear Strength", + "High Shear check", + "Bending Strength", + "Effective_length", + "UR", + "Cost", + "Beta_b" + ]) + if change == 'Web Buckling': + list.extend([self.buckling_class, + self.imperfection_factor, + self.slenderness, + self.euler_buckling_stress, + self.nondimensional_effective_slenderness_ratio, + self.phi, + self.stress_reduction_factor, + self.design_compressive_stress_fr, + self.design_compressive_stress_max, + self.design_compressive_stress, + self.section_capacity, + self.F_wb]) + + list_name.extend ([ + "Buckling_class", + "IF", + "Effective_SR", + "EBS", + "ND_ESR", + "phi", + "SRF", + "FCD_formula", + "FCD_max", + "FCD", + "Capacity", + "Web_crippling" + ]) + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + list.extend([self.It, + self.Iw, + self.alpha_lt, + self.lambda_lt, + self.phi_lt, + self.X_lt, + self.fbd_lt, + self.lateral_tb]) + + list_name.extend([ + "It", + "Iw", + "IF_lt", + "ND_ESR_lt", + "phi_lt", + "SRF_lt", + "FCD_lt", + "Mcr" + ]) + return list,list_name + + def results(self, design_dictionary): + + # sorting results from the dataset + # if len(self.input_section_list) > 1: + # results based on UR + if self.optimization_parameter == "Utilization Ratio": + filter_UR = filter( + lambda x: x <= min(self.allowable_utilization_ratio, 1.0), + self.optimum_section_ur + ) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + # print(f"self.optimum_section_ur{self.optimum_section_ur}") + # print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + logger.error( + "The solver did not find any adequate section from the defined list." + ) + logger.info( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + + else: + self.result_UR = self.optimum_section_ur[ + -1 + ] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + + # print results + if len(self.optimum_section_ur) == 0: + logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + logger.error( + "The solver did not find any adequate section from the defined list." + ) + logger.info( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + pass + else: + if self.optimization_parameter == "Utilization Ratio": + self.common_result( + self, + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + else: + self.result_UR = self.optimum_section_cost_results[ + self.result_cost + ]["UR"] + + # checking if the selected section based on cost satisfies the UR + if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + trial_cost = [] + for cost in self.optimum_section_cost: + self.result_UR = self.optimum_section_cost_results[ + cost + ]["UR"] + if self.result_UR <= min( + self.allowable_utilization_ratio, 1.0 + ): + trial_cost.append(cost) + + trial_cost.sort() + + if len(trial_cost) == 0: # no design was successful + logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + logger.error( + "The solver did not find any adequate section from the defined list." + ) + logger.info( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + self.design_status = False + self.design_status_list.append(self.design_status) + print(f"design_status_list{self.design_status} \n") + else: + self.result_cost = trial_cost[ + 0 + ] # optimum section based on cost which passes the UR check + self.design_status = True + + # results + self.common_result( + self, + list_result=self.optimum_section_cost_results, + result_type=self.result_cost, + ) + + print(f"design_status_list2{self.design_status}") + for status in self.design_status_list: + if status is False: + self.design_status = False + break + else: + self.design_status = True + + def common_result(self, list_result, result_type, flag=1): + self.result_designation = list_result[result_type]["Designation"] + logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0] , + self.result_designation, + self.input_section_classification[self.result_designation][1], round(self.input_section_classification[self.result_designation][3],2), + self.input_section_classification[self.result_designation][2], round(self.input_section_classification[self.result_designation][4],2) + ) + ) + + self.result_section_class = list_result[result_type]["Section class"] + self.result_effective_area = round(list_result[result_type]["Effective area"],2) + if self.effective_area_factor < 1.0: + logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear = round(list_result[result_type]["Shear Strength"], 2) + self.result_high_shear = list_result[result_type]["High Shear check"] + self.result_bending = round(list_result[result_type]["Bending Strength"], 2) + self.result_eff_len = round(list_result[result_type]["Effective_length"], 2) + self.result_cost = list_result[result_type]["Cost"] + self.result_betab = list_result[result_type]["Beta_b"] + + if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE : + self.result_mcr = round(list_result[result_type]['Mcr'], 2) + self.result_IF_lt = round(list_result[result_type]["IF_lt"], 2) + self.result_tc = round(list_result[result_type]["It"], 2) + self.result_wc = round(list_result[result_type]["Iw"], 2) + self.result_nd_esr_lt = round(list_result[result_type]["ND_ESR_lt"], 2) + self.result_phi_lt = round(list_result[result_type]["phi_lt"], 2) + self.result_srf_lt = round(list_result[result_type]["SRF_lt"], 2) + self.result_fcd__lt = round(list_result[result_type]["FCD_lt"], 2) + else: + self.result_mcr = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_nd_esr_lt = 'NA' + self.result_phi_lt = 'NA' + self.result_srf_lt = 'NA' + self.result_fcd__lt = 'NA' + + if self.web_buckling : + self.result_bc = list_result[result_type]['Buckling_class'] + self.result_IF = round(list_result[result_type]["IF"], 2) + self.result_eff_sr = round(list_result[result_type]["Effective_SR"], 2) + self.result_ebs = round(list_result[result_type]["EBS"], 2) + self.result_nd_esr = round(list_result[result_type]["ND_ESR"], 2) + self.result_phi_zz = round(list_result[result_type]["phi"], 2) + self.result_srf = round(list_result[result_type]["SRF"], 2) + self.result_fcd_1_zz = round(list_result[result_type]["FCD_formula"], 2) + self.result_fcd_2 = round(list_result[result_type]["FCD_max"], 2) + self.result_fcd = round(list_result[result_type]["FCD"], 2) + self.result_capacity = round(list_result[result_type]["Capacity"], 2) + self.result_crippling = round(list_result[result_type]["Web_crippling"], 2) + else: + self.result_bc = 'NA' + self.result_IF = 'NA' + self.result_eff_sr = 'NA' + self.result_lambda_vv = 'NA' + self.result_lambda_psi = 'NA' + self.result_ebs = 'NA' + self.result_nd_esr = 'NA' + self.result_phi_zz = 'NA' + self.result_srf = 'NA' + self.result_fcd_1_zz = 'NA' + self.result_fcd_2 = 'NA' + self.result_fcd = 'NA' + self.result_capacity = 'NA' + self.result_crippling = 'NA' + if self.result_high_shear: + self.result_mfd = list_result[result_type]["Mfd"] + self.result_beta_reduced = list_result[result_type]["Beta_reduced"] + self.result_Md= list_result[result_type]["M_d"] + + ### start writing save_design from here! + def save_design(self, popup_summary): + self.section_property = self.section_conect_database(self, self.result_designation) + + if self.design_status: + if self.sec_profile=='Columns' or self.sec_profile=='Beams': + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + + + + self.report_input = \ + {#KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, #"Axial load on column " + KEY_DISP_SHEAR: self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex: self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + "Selected Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0]: + # self.report_input.update({ + # KEY_DISP_BENDING: self.bending_type}) + # elif self.latex_design_type == VALUES_SUPP_TYPE_temp[1]: + # self.report_input.update({ + # KEY_BEAM_SUPP_TYPE_DESIGN: self.support, + # # KEY_DISP_BENDING: self.bending_type, + # }) + self.report_input.update({ + KEY_DISP_SUPPORT : self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES:self.Warping }) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference" : "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Shear Strength Results', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR, self.load.shear_force * 10 ** -3, + cl_8_4_shear_yielding_capacity_member(self.section_property.depth, + self.section_property.web_thickness, self.material_property.fy, + self.gamma_m0, round(self.result_shear, 2)), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear,2), round(0.6 * self.result_shear,2), self.result_high_shear,self.load.shear_force*10**-3), + get_pass_fail(self.load.shear_force*10**-3, round(0.6 * self.result_shear,2), relation="Warn",M1='High Shear',M2='Low Shear')) + self.report_check.append(t1) + + t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.result_high_shear: + t1 = (KEY_DISP_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_betab,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_8_2_1_2_plastic_moment_capacity_member(round(self.result_betab,2), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + elif self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + if self.result_high_shear: + t1 = (KEY_DISP_LTB_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT,' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + t1 = (KEY_DISP_REDUCE_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_9_2_2_combine_shear_bending(round(self.result_bending,2),self.section_property.elast_sec_mod_z, + self.material_property.fy,self.result_section_class,self.load.shear_force*10**-3, round(self.result_shear,2), + self.gamma_m0, round(self.result_betab,2),round(self.result_Md*10**-6,2),round(self.result_mfd*10**-6,2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = (KEY_DISP_LTB_Bending_STRENGTH_MOMENT, self.load.moment*10**-6, + cl_8_2_1_2_plastic_moment_capacity_member(round(self.result_betab,2), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2)), + get_pass_fail(self.load.moment*10**-6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + # else: + # t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + # allow_shear_capacity(round(self.result_shear, 2), round(0.6 * self.result_shear, 2)), + # get_pass_fail(self.load.shear_force)) + # self.report_check.append(t1) + + + + # self.h = (self.beam_D - (2 * self.beam_tf)) + # + # 1.1 Input sections display + # t1 = ('SubSection', 'List of Input Sections',self.sec_list), + # self.report_check.append(t1) + # + # # 2.2 CHECK: Buckling Class - Compatibility Check + # t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + # self.report_check.append(t1) + # + # t1 = ("Section Class ", comp_column_class_section_check_required(self.result_section_class, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + + # t1 = ("h/bf , tf ", comp_column_class_section_check_required(self.bucklingclass, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.3 CHECK: Cross-section classification + # t1 = ('SubSection', 'Cross-section classification', '|p{4.5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + # self.report_check.append(t1) + # + # t1 = ("b/tf and d/tw ", cross_section_classification_required(self.section), + # cross_section_classification_provided(self.tf, self.b1, self.epsilon, self.section, self.b1_tf, + # self.d1_tw, self.ep1, self.ep2, self.ep3, self.ep4), + # 'b = bf / 2,d = h ā€“ 2 ( T + R1),Ī­ = (250 / Fy )^0.5,Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.4 CHECK : Member Check + # t1 = ("Slenderness", cl_7_2_2_slenderness_required(self.KL, self.ry, self.lamba), + # cl_7_2_2_slenderness_provided(self.KL, self.ry, self.lamba), 'PASS') + # self.report_check.append(t1) + # + # t1 = ( + # "Design Compressive stress (fcd)", cl_7_1_2_1_fcd_check_required(self.gamma_mo, self.f_y, self.f_y_gamma_mo), + # cl_7_1_2_1_fcd_check_provided(self.facd), 'PASS') + # self.report_check.append(t1) + # + # t1 = ("Design Compressive strength (Pd)", cl_7_1_2_design_comp_strength_required(self.axial), + # cl_7_1_2_design_comp_strength_provided(self.Aeff, self.facd, self.A_eff_facd), "PASS") + # self.report_check.append(t1) + # + # t1 = ('', '', '', '') + # self.report_check.append(t1) + + + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, Disp_2d_image, Disp_3D_image, module=self.module) # diff --git a/osdag_core/design_type/flexural_member/flexure_purlin.py b/osdag_core/design_type/flexural_member/flexure_purlin.py new file mode 100644 index 000000000..dc884b0e1 --- /dev/null +++ b/osdag_core/design_type/flexural_member/flexure_purlin.py @@ -0,0 +1,3405 @@ +""" + +@Author: Rutvik Joshi - Osdag Team, IIT Bombay [(P) rutvikjoshi63@gmail.com / 30005086@iitb.ac.in] + +@Module - Beam Design - Cantilever + - Laterally Supported Beam [Moment + Shear] + - Laterally Unsupported Beam [Moment + Shear] + + +@Reference(s): 1) IS 800: 2007, General construction in steel - Code of practice (Third revision) + 2) IS 808: 1989, Dimensions for hot rolled steel beam, column, channel, and angle sections and + it's subsequent revision(s) + 3) Design of Steel Structures by N. Subramanian (Fifth impression, 2019, Chapter 15) + 4) Limit State Design of Steel Structures by S K Duggal (second edition, Chapter 11) + +other 8) +references 9) + +""" +import logging +import math +import numpy as np +from ...Common import * +# from ..connection.moment_connection import MomentConnection +from ...utils.common.material import * +from ...utils.common.load import Load +from ...utils.common.component import ISection, Material +from ...utils.common.component import * +from ..member import Member +from ...Report_functions import * +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.common_calculation import * +from ..tension_member import * +from ...utils.common.Section_Properties_Calculator import BBAngle_Properties +from ...utils.common import is800_2007 +from ...custom_logger import CustomLogger +from ...utils.common.component import * + +# TODO DEBUG +class Flexure_Purlin(Member): + + def __init__(self): + # print(f"Here10") + super(Flexure_Purlin, self).__init__() + self.hover_dict = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + """ + + :return: This function returns the list of tuples. Each tuple will create a tab in design preferences, in the + order they are appended. Format of the Tuple is: + [Tab Title, Type of Tab, function for tab content) + Tab Title : Text which is displayed as Title of Tab, + Type of Tab: There are Three types of tab layouts. + Type_TAB_1: This have "Add", "Clear", "Download xlsx file" "Import xlsx file" + TYPE_TAB_2: This contains a Text box for side note. + TYPE_TAB_3: This is plain layout + function for tab content: All the values like labels, input widgets can be passed as list of tuples, + which will be displayed in chosen tab layout + + """ + tabs = [] + + t1 = (KEY_DISP_COLSEC, TYPE_TAB_1, self.tab_section) + tabs.append(t1) + + t2 = ("Optimization", TYPE_TAB_2, self.optimization_tab_flexure_design) + tabs.append(t2) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + t1 = (KEY_DISP_COLSEC, [KEY_SEC_MATERIAL], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section) + change_tab.append(t1) + + t4 = (KEY_DISP_COLSEC, ['Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5'], + ['Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22', KEY_IMAGE], TYPE_TEXTBOX, self.get_I_sec_properties) + change_tab.append(t4) + + t5 = (KEY_DISP_COLSEC, ['Label_HS_1', 'Label_HS_2', 'Label_HS_3'], + ['Label_HS_11', 'Label_HS_12', 'Label_HS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_HS_17', + 'Label_HS_18', + 'Label_HS_19', 'Label_HS_20', 'Label_HS_21', 'Label_HS_22', KEY_IMAGE], TYPE_TEXTBOX, + self.get_SHS_RHS_properties) + change_tab.append(t5) + + t6 = (KEY_DISP_COLSEC, ['Label_CHS_1', 'Label_CHS_2', 'Label_CHS_3'], + ['Label_CHS_11', 'Label_CHS_12', 'Label_CHS_13', 'Label_HS_14', 'Label_HS_15', 'Label_HS_16', 'Label_21', + 'Label_22', + KEY_IMAGE], TYPE_TEXTBOX, self.get_CHS_properties) + change_tab.append(t6) + + t6 = (KEY_DISP_COLSEC, [KEY_SECSIZE], [KEY_SOURCE], TYPE_TEXTBOX, self.change_source) + change_tab.append(t6) + + return change_tab + + def edit_tabs(self): + """ This function is required if the tab name changes based on connectivity or profile or any other key. + Not required for this module but empty list should be passed""" + return [] + + def input_dictionary_design_pref(self): + """ + + :return: This function is used to choose values of design preferences to be saved to design dictionary. + + It returns list of tuple which contains, tab name, input widget type of keys, keys whose values to be saved, + + [(Tab Name, input widget type of keys, [List of keys to be saved])] + + """ + design_input = [] + + t1 = (KEY_DISP_COLSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) # Need to check + design_input.append(t1) + + t1 = (KEY_DISP_COLSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimization", TYPE_TEXTBOX, + [KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH]) # , KEY_STEEL_COST + design_input.append(t2) + + t2 = ("Optimization", TYPE_COMBOBOX, [KEY_ALLOW_CLASS, KEY_LOAD]) # , KEY_STEEL_COST, KEY_ShearBucklingOption + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + return design_input + + def input_dictionary_without_design_pref(self): + + design_input = [] + + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + t2 = (None, [KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_BEARING_LENGTH, KEY_LOAD, + KEY_DP_DESIGN_METHOD], '') # KEY_ShearBucklingOption + design_input.append(t2) + + return design_input + + def refresh_input_dock(self): + + add_buttons = [] + + t2 = (KEY_DISP_COLSEC, KEY_SECSIZE, TYPE_COMBOBOX, KEY_SECSIZE, None, None, "Columns") + add_buttons.append(t2) + + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + if design_dictionary[KEY_MATERIAL] != 'Select Material': + material = Material(design_dictionary[KEY_MATERIAL], 41) + fu = material.fu + fy = material.fy + else: + fu = '' + fy = '' + + val = { + KEY_ALLOW_CLASS: 'Yes', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_LENGTH_OVERWRITE: 'NA', + KEY_BEARING_LENGTH: 'NA', + KEY_LOAD: 'Normal', + KEY_DP_DESIGN_METHOD: "Limit State Design", + # KEY_ShearBucklingOption: KEY_DISP_SB_Option[0], + }[key] + + return val + + #################################### + # Design Preference Functions End + #################################### + + # Setting up logger and Input and Output Docks + #################################### + @staticmethod + def module_name(): + return KEY_DISP_FLEXURE4 + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_purlin_flexure' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def customized_input(self): + + c_lst = [] + + t1 = (KEY_SECSIZE, self.fn_profile_section) + c_lst.append(t1) + + return c_lst + + def input_values(self): + + ''' + Fuction to return a list of tuples to be displayed as the UI.(Input Dock) + ''' + + self.module = KEY_DISP_FLEXURE4 + options_list = [] + + t1 = (None, DISP_TITLE_CM, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t1 = (KEY_MODULE, KEY_DISP_FLEXURE4, TYPE_MODULE, None, True, "No Validator") + options_list.append(t1) + + t2 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_COMBOBOX, VALUES_SEC_PROFILE4, True, + 'No Validator') # 'Beam and Column' + options_list.append(t2) + + t4 = (KEY_SECSIZE, KEY_DISP_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, ['All', 'Customized'], True, 'No Validator') + options_list.append(t4) + + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + + t1 = (None, KEY_SECTION_DATA, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + + t4 = (KEY_CLADDING, KEY_DISP_CLADDING, TYPE_COMBOBOX, VALUES_CLADDING, True, 'No Validator') + options_list.append(t4) + + # t2 = ( + # KEY_DESIGN_TYPE_FLEXURE, + # KEY_BEAM_SUPP_TYPE, + # TYPE_COMBOBOX, + # VALUES_SUPP_TYPE_temp, + # True, + # "No Validator", + # ) + # options_list.append(t2) + + # + # t3 = (KEY_BENDING, KEY_DISP_BENDING, TYPE_COMBOBOX, VALUES_BENDING_TYPE, False, 'No Validator') + # options_list.append(t3) + # + # + # t4 = (KEY_SUPPORT, KEY_DISP_SUPPORT, TYPE_NOTE, KEY_DISP_SUPPORT3, True, 'No Validator') + # options_list.append(t4) + + # t12 = (KEY_IMAGE, None, TYPE_IMAGE, Purlin_img, True, 'No Validator') + # options_list.append(t12) + # + t10 = (KEY_TORSIONAL_RES, DISP_TORSIONAL_RES, TYPE_COMBOBOX, Torsion_Restraint_list, True, 'No Validator') + options_list.append(t10) + # + t11 = (KEY_WARPING_RES, DISP_WARPING_RES, TYPE_COMBOBOX, Warping_Restraint_list, True, 'No Validator') + options_list.append(t11) + + # t11 = (KEY_SUPPORT_TYPE, DISP_SUPPORT_RES, TYPE_COMBOBOX, Supprt_Restraint_list, True, 'No Validator') + # options_list.append(t11) + # + # t11 = (KEY_SUPPORT_TYPE2, DISP_TOP_RES, TYPE_COMBOBOX, Top_Restraint_list, False, 'No Validator') + # options_list.append(t11) + + t5 = (KEY_LENGTH, KEY_DISP_LENGTH_BEAM, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + + t7 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + + t8 = (KEY_MOMENT_YY, KEY_DISP_MOMENT_YY + '*', TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_MOMENT_ZZ, KEY_DISP_MOMENT_ZZ + '*', TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_SHEAR_YY, KEY_DISP_SHEAR_YY + '*', TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + t8 = (KEY_SHEAR_ZZ, KEY_DISP_SHEAR_ZZ + '*', TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + + return options_list + + def fn_profile_section(self, args): + + profile = args[0] + if profile == 'Beams': # Beam and Column + return connectdb("Beams", call_type="popup") + # profile2 = connectdb("Columns", call_type="popup") + if profile == 'Columns': # Beam and Column + return connectdb("Columns", call_type="popup") + # profile2 = connectdb("Columns", call_type="popup") + if profile == 'Beams and Columns': # Beam and Column + res1 = connectdb("Beams", call_type="popup") + res2 = connectdb("Columns", call_type="popup") + return list(set(res1 + res2)) + if profile == 'Channels': + return connectdb("Channels", call_type="popup") + + def fn_torsion_warping(self, arg_list): + print('Inside fn_torsion_warping', arg_list) + if arg_list[0] == Torsion_Restraint1: + return Warping_Restraint_list + elif arg_list[0] == Torsion_Restraint2: + return [Warping_Restraint5] + else: + return [Warping_Restraint5] + + def fn_supp_image(self, arg_list): + print('Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_SUPPORT1: + return Simply_Supported_img + else: + return Cantilever_img + + def axis_bending_change(self, arg_list): + design = arg_list[0] + print('Inside fn_supp_image', arg_list) + if arg_list[0] == KEY_DISP_DESIGN_TYPE_FLEXURE: + return ['NA'] + else: + return VALUES_BENDING_TYPE + + # def show_error_message(self): + # QMessageBox.about(self, 'information', "Your message!") + def input_value_changed(self): + + lst = [] + + t1 = ([KEY_SEC_PROFILE], KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, self.fn_profile_section) + lst.append(t1) + + # t3 = ([KEY_SUPPORT], KEY_IMAGE, TYPE_IMAGE, self.fn_supp_image) + # lst.append(t3) + + # t3 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_BENDING, TYPE_COMBOBOX, self.axis_bending_change) + # lst.append(t3) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_T_constatnt, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_T_constatnt, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_W_constatnt, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_W_constatnt, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_IMPERFECTION_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_SR_FACTOR_LTB, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_SR_FACTOR_LTB, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_NON_DIM_ESR_LTB, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_NON_DIM_ESR_LTB, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_DESIGN_STRENGTH_COMPRESSION, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_Elastic_CM, TYPE_OUT_LABEL, self.output_modifier) + # lst.append(t18) + # + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # KEY_Elastic_CM, TYPE_OUT_DOCK, self.output_modifier) + # lst.append(t18) + + # t18 = ([KEY_DESIGN_TYPE_FLEXURE], + # 'After checking Non-dimensional slenderness ratio for given section, some sections maybe be ignored by Osdag.[Ref IS 8.2.2] ', TYPE_WARNING, self.major_bending_warning) + # lst.append(t18) + + return lst + + def output_modifier(self, arg_list): + print(arg_list) + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return False + # elif arg_list[0] == VALUES_SUPP_TYPE_temp[0] or arg_list[0] == VALUES_SUPP_TYPE_temp[1] : + # return True + else: + return True + + def major_bending_warning(self, arg_list): + + if arg_list[0] == VALUES_SUPP_TYPE_temp[2]: + return True + else: + return False + + def output_values(self, flag): + + out_list = [] + + t1 = (None, DISP_TITLE_STRUT_SECTION, TYPE_TITLE, None, True) + + out_list.append(t1) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, + self.result_designation if flag else '', True) + out_list.append(t1) + + t1 = ( + KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, + round(self.result_UR, 3) if flag else '', True) + out_list.append(t1) + + t1 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.result_section_class if flag else '', True) + out_list.append(t1) + + t2 = (KEY_betab_constatnt, KEY_DISP_betab_constatnt, TYPE_TEXTBOX, + round(self.result_betab, 2) if flag else '', True) + out_list.append(t2) + + t2 = ( + KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, self.result_effective_area if flag else '', + True) + out_list.append(t2) + + t2 = (KEY_EFF_LEN, KEY_DISP_EFF_LEN, TYPE_TEXTBOX, self.result_eff_len if flag else '', + True) + out_list.append(t2) + + t1 = (None, KEY_DESIGN_COMPRESSION, TYPE_TITLE, None, True) + out_list.append(t1) + + t1 = (KEY_SHEAR_STRENGTH_YY, KEY_DISP_DESIGN_STRENGTH_SHEAR_YY, TYPE_TEXTBOX, + self.result_shear_yy if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_SHEAR_STRENGTH_ZZ, KEY_DISP_DESIGN_STRENGTH_SHEAR_ZZ, TYPE_TEXTBOX, + self.result_shear_zz if flag else + '', True) + out_list.append(t1) + # + t1 = (KEY_MOMENT_STRENGTH_YY, KEY_DISP_DESIGN_STRENGTH_MOMENT_YY, TYPE_TEXTBOX, + self.result_bending_yy if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_MOMENT_STRENGTH_ZZ, KEY_DISP_DESIGN_STRENGTH_MOMENT_ZZ, TYPE_TEXTBOX, + self.result_bending_zz if flag else + '', True) + out_list.append(t1) + + # t1 = (KEY_BUCKLING_STRENGTH, KEY_DISP_BUCKLING_STRENGTH, TYPE_TEXTBOX, + # self.result_capacity if flag else + # '', True) + # out_list.append(t1) + # t1 = (KEY_WEB_CRIPPLING, KEY_DISP_CRIPPLING_STRENGTH, TYPE_TEXTBOX, + # self.result_crippling if flag else + # '', True) + # out_list.append(t1) + + t1 = (KEY_HIGH_SHEAR_YY, KEY_DISP_HIGH_SHEAR_YY, TYPE_TEXTBOX, + self.result_high_shear_yy if flag else + '', True) + out_list.append(t1) + + t1 = (KEY_HIGH_SHEAR_ZZ, KEY_DISP_HIGH_SHEAR_ZZ, TYPE_TEXTBOX, + self.result_high_shear_yy if flag else + '', True) + out_list.append(t1) + + # t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, False) + # out_list.append(t1) + # + # t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + # self.result_tc if flag else '', False) + # out_list.append(t2) + # + # t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + # out_list.append(t2) + # + # t2 = ( + # KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + # False) + # out_list.append(t2) + # + # t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + # out_list.append(t2) + # + # t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + # out_list.append(t2) + # + # t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + # self.result_nd_esr_lt if flag else + # '', False) + # out_list.append(t1) + # + # t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + # out_list.append(t2) + + # TODO + # t1 = (None, KEY_DISP_LTB, TYPE_TITLE, None, False) + # out_list.append(t1) + + # t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + # self.result_tc if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if flag else '', False) + # out_list.append(t2) + + # t2 = ( + # KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if flag else '', + # False) + # out_list.append(t2) + + # t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if flag else '', False) + # out_list.append(t2) + + # t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if flag else '', False) + # out_list.append(t2) + + # t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + # self.result_fcd__lt if flag else + # '', False) + # out_list.append(t1) + + # t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if flag else '', False) + # out_list.append(t2) + + t1 = (None, KEY_WEB_RESISTANCE, TYPE_TITLE, None, True) + out_list.append(t1) + + t2 = (KEY_BENDING_COMPRESSIVE_STRESS_YY, KEY_DISP_BENDING_COMPRESSIVE_STRESS_YY, TYPE_TEXTBOX, + self.result_Fcrb_yy if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_BENDING_COMPRESSIVE_STRESS_ZZ, KEY_DISP_BENDING_COMPRESSIVE_STRESS_ZZ, TYPE_TEXTBOX, + self.result_Fcrb_zz if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_Elastic_CM_YY, KEY_DISP_Elastic_CM_YY, TYPE_TEXTBOX, + self.result_mcr_yy if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_Elastic_CM_ZZ, KEY_DISP_Elastic_CM_ZZ, TYPE_TEXTBOX, + self.result_mcr_zz if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_YY, KEY_DISP_NON_DIM_ESR_YY, TYPE_TEXTBOX, + self.result_lambda_lt_yy if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_NON_DIM_ESR_ZZ, KEY_DISP_NON_DIM_ESR_ZZ, TYPE_TEXTBOX, + self.result_lambda_lt_zz if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_BUCKLING_CLASS, KEY_DISP_BUCKLING_CLASS, TYPE_TEXTBOX, + self.result_buckling_class if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, + self.result_IF_lt if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_BENDING_STRESS_RF_YY, KEY_DISP_BENDING_STRESS_RF_YY, TYPE_TEXTBOX, + self.result_Fbd_yy if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_BENDING_STRESS_RF_ZZ, KEY_DISP_BENDING_STRESS_RF_ZZ, TYPE_TEXTBOX, + self.result_Fbd_zz if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_RESISTANCE_MOMENT_YY, KEY_DISP_RESISTANCE_MOMENT_YY, TYPE_TEXTBOX, + self.result_resistance_bending_yy if flag else + '', True) + out_list.append(t2) + + t2 = (KEY_RESISTANCE_MOMENT_ZZ, KEY_DISP_RESISTANCE_MOMENT_ZZ, TYPE_TEXTBOX, + self.result_resistance_bending_zz if flag else + '', True) + out_list.append(t2) + + # t2 = (KEY_ESR, KEY_DISP_ESR, TYPE_TEXTBOX, self.result_eff_sr if flag else '', True) + # out_list.append(t2) + # + # t2 = (KEY_EULER_BUCKLING_STRESS, KEY_DISP_EULER_BUCKLING_STRESS, TYPE_TEXTBOX, + # self.result_ebs if flag else '', True) + # out_list.append(t2) + # + # t2 = (KEY_BUCKLING_CURVE, KEY_DISP_BUCKLING_CURVE, TYPE_TEXTBOX, self.result_bc if flag else '', True) + # out_list.append(t2) + # + # t2 = ( + # KEY_IMPERFECTION_FACTOR, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF if flag else '', + # True) + # out_list.append(t2) + # + # t2 = (KEY_SR_FACTOR, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf if flag else '', True) + # out_list.append(t2) + # + # t2 = (KEY_NON_DIM_ESR, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr if flag else '', True) + # out_list.append(t2) + + t2 = () + + self.hover_dict["Flexural Members"] = ( + f"{self.result_designation if flag else ''}" + ) + + return out_list + + def func_for_validation(self, design_dictionary): + print(f"func_for_validation here") + all_errors = [] + self.design_status = False + flag = False + self.output_values(flag) + + flag1 = False + flag2 = False + flag3 = False + flag4 = False + flag5 = False + option_list = self.input_values() + missing_fields_list = [] + print(f'func_for_validation option_list {option_list}' + f"\n design_dictionary {design_dictionary}" + ) + for option in option_list: + print(option, len(option)) + if option[2] == TYPE_TEXTBOX or option[0] == KEY_LENGTH or option[0] == KEY_SHEAR_YY or option[ + 0] == KEY_SHEAR_ZZ or option[ + 0] == KEY_MOMENT_YY or option[0] == KEY_MOMENT_ZZ: + try: + + if design_dictionary[option[0]] == '': + missing_fields_list.append(option[1]) + continue + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + elif option[0] == KEY_SHEAR_YY: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[0] == KEY_SHEAR_ZZ: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag3 = True + elif option[0] == KEY_MOMENT_YY: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag4 = True + elif option[0] == KEY_MOMENT_ZZ: + if float(design_dictionary[option[0]]) <= 0.0: + print("Input value(s) cannot be equal or less than zero.") + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag5 = True + except: + error = "Input value(s) are not valid" + all_errors.append(error) + # elif type(design_dictionary[option[0]]) != 'float': + # print("Input value(s) are not valid") + # error = "Input value(s) are not valid" + # all_errors.append(error) + + # elif option[2] == TYPE_COMBOBOX and option[0] not in [KEY_SEC_PROFILE, KEY_END1, KEY_END2, KEY_DESIGN_TYPE_FLEXURE, KEY_BENDING, KEY_SUPPORT]: + # val = option[3] + # if design_dictionary[option[0]] == val[0]: + # missing_fields_list.append(option[1]) + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + else: + flag = True + + if flag and flag1 and flag2 and flag3 and flag4 and flag5: + print(f"\n design_dictionary{design_dictionary}") + self.set_input_values(design_dictionary) + if self.design_status == False and len(self.failed_design_dict) > 0: + self.logger.error( + "Design Failed, Check Design Report" + ) + return # ['Design Failed, Check Design Report'] @TODO + elif self.design_status: + pass + else: + self.logger.error( + "Design Failed. Selender Sections Selected" + ) + return # ['Design Failed. Selender Sections Selected'] + else: + return all_errors + + def get_3d_components(self): + + components = [] + + # t3 = ('Column', self.call_3DColumn) + # components.append(t3) + + return components + + # warn if a beam of older version of IS 808 is selected + def warn_text(self): + """ give logger warning when a beam from the older version of IS 808 is selected """ + global logger + red_list = red_list_function() + + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or ( + self.sec_profile == VALUES_SEC_PROFILE[1]): # Beams or Columns + for section in self.sec_list: + if section in red_list: + self.logger.warning( + " : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format( + section)) + + # Setting inputs from the input dock GUI + def set_input_values(self, design_dictionary): + ''' + TODO + self.bending_type == KEY_DISP_BENDING1: + self.lambda_lt = self.lambda_lt_check_member_type + if self.lambda_lt < 0.4: + self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE + ''' + super(Flexure_Purlin, self).set_input_values(design_dictionary) + + # section properties + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = KEY_DISP_FLEXURE4 + self.sec_profile = design_dictionary[KEY_SEC_PROFILE] + self.sec_list = design_dictionary[KEY_SECSIZE] + print(f"\n Inside set_input_values{self.sec_profile}") + print(f"\n sec_profile{self.sec_list}") + self.main_material = design_dictionary[KEY_MATERIAL] + self.material = design_dictionary[KEY_SEC_MATERIAL] + + # design type + ''' + Temporarily has been set to Major Laterally Supported, further on will be changed + ''' + self.design_type_temp = KEY_DISP_BENDING1 + " " + KEY_DISP_DESIGN_TYPE_FLEXURE # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.latex_design_type = KEY_DISP_BENDING1 + " " + KEY_DISP_DESIGN_TYPE_FLEXURE # or KEY_DISP_DESIGN_TYPE2_FLEXURE + if self.design_type_temp == VALUES_SUPP_TYPE_temp[0]: + self.design_type = VALUES_SUPP_TYPE[0] # or KEY_DISP_DESIGN_TYPE2_FLEXURE + self.bending_type = KEY_DISP_BENDING1 + # TODO self.support_cndition_shear_buckling + self.support_cndition_shear_buckling = 'NA' # design_dictionary[KEY_ShearBucklingOption] + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[1]: + self.design_type = VALUES_SUPP_TYPE[0] + self.bending_type = KEY_DISP_BENDING2 # if design_dictionary[KEY_BENDING] != 'Disabled' else 'NA' + self.support_cndition_shear_buckling = 'NA' + + elif self.design_type_temp == VALUES_SUPP_TYPE_temp[2]: + self.design_type = VALUES_SUPP_TYPE[1] + self.bending_type = KEY_DISP_BENDING1 + self.support_cndition_shear_buckling = 'NA' + + # section user data + self.length = float(design_dictionary[KEY_LENGTH]) + + # end condition + self.support = 'Supported' + + # factored loads + self.load = Load( + shear_force_yy=design_dictionary[KEY_SHEAR_YY], + shear_force_zz=design_dictionary[KEY_SHEAR_ZZ], + axial_force="", + moment_yy=design_dictionary[KEY_MOMENT_YY], + moment_zz=design_dictionary[KEY_MOMENT_ZZ], + unit_kNm=True, + ) + + self.cladding = design_dictionary[KEY_CLADDING] + + # design preferences + # self.allowable_utilization_ratio = float(design_dictionary[KEY_ALLOW_UR]) + self.latex_efp = design_dictionary[KEY_LENGTH_OVERWRITE] + self.effective_area_factor = float(design_dictionary[KEY_EFFECTIVE_AREA_PARA]) + self.allowable_utilization_ratio = 1.0 + self.optimization_parameter = "Utilization Ratio" + self.allow_class = design_dictionary[KEY_ALLOW_CLASS] # if 'Semi-Compact' is available + self.steel_cost_per_kg = 50 + # Step 2 - computing the design compressive stress for web_buckling & web_crippling + self.bearing_length = design_dictionary[KEY_BEARING_LENGTH] + # TAKE from Design Dictionary + self.allowed_sections = [] + if self.allow_class == "Yes": + self.allowed_sections == KEY_SemiCompact + + print(f"self.allowed_sections {self.allowed_sections}") + print("==================") + # print(f"self.load_type {self.load_type}") + + print(f"self.module{self.module}") + print(f"self.sec_list {self.sec_list}") + print(f"self.material {self.material}") + print(f"self.length {self.length}") + print(f"self.load {self.load}") + print("==================") + + # safety factors + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + self.gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]["ultimate_stress"] + self.material_property = Material(material_grade=self.material, thickness=0) + self.fyf = self.material_property.fy + self.fyw = self.material_property.fy + + print(f"self.material_property {self.material_property}]") + # print( "self.material_property",self.material_property.fy) + # initialize the design status + self.design_status_list = [] + self.design_status = False + self.sec_prop_initial_dict = {} + self.failed_design_dict = {} + self.design(design_dictionary) + if self.flag: + self.results(design_dictionary) + + # Simulation starts here + def design(self, design_dictionary, flag=0): + ''' + TODO optimimation_tab_check changes to include self.material_property = Material(material_grade=self.material, thickness=0) + for each section + ''' + # flag = self.section_classification(self) + print(f"\n Inside design") + # self.show_error_message(self) + """Perform design of struct""" + # checking DP inputs + + self.optimization_tab_check() + # print( "self.material_property",self.material_property.fy) + self.input_modifier() + # print( "self.material_property",self.material_property.fy) + + self.design_beam(design_dictionary) + + def optimization_tab_check(self): + ''' + TODO add button to give user option to take Tension holes or not + ''' + print(f"\n Inside optimization_tab_check") + self.latex_tension_zone = False + if (self.effective_area_factor <= 0.10) or (self.effective_area_factor > 1.0): + self.logger.error( + "The defined value of Effective Area Factor in the design preferences tab is out of the suggested range." + ) + self.logger.info("Provide an appropriate input and re-design.") + self.logger.warning("Assuming a default value of 1.0.") + self.effective_area_factor = 1.0 + # self.design_status = False + # self.design_status_list.append(self.design_status) + self.optimization_tab_check() + elif (self.steel_cost_per_kg < 0.10) or (self.effective_area_factor > 1.0) or (self.effective_area_factor < 0): + # No suggested range in Description + self.logger.warning( + "The defined value of the effective area factor in the design preferences tab is out of the suggested range." + ) + self.logger.info("Assuming a default value of 1.0") + + self.steel_cost_per_kg = 50 + self.effective_area_factor = 1 + + self.design_status = False + # self.design_status_list.append(self.design_status) + else: + if self.latex_tension_zone: + if self.effective_area_factor >= ( + self.material_property.fy * self.gamma_m0 / (self.material_property.fu * 0.9 * self.gamma_m1)): + pass + else: + self.latex_tension_zone = True + print(f'self.latex_tension_zone: {self.latex_tension_zone}') + # self.effective_area_factor = ( + # self.material_property.fy + # * self.gamma_m0 + # / (self.material_property.fu * 0.9 * self.gamma_m1) + # ) + # self.logger.info( + # f"The effect of holes in the tension flange is considered on the design bending strength. The ratio of net to gross area of the flange in tension is considered {self.effective_area_factor}" + # ) + + self.logger.info("Provided appropriate design preference, now checking input.") + + def input_modifier(self): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside input_modifier") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + self.input_section_classification = {} + + for section in self.sec_list: + section = section.strip("'") + self.section_property = self.section_connect_database(section) + + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + print('Inside input_modifier not allow_class', self.allow_class, self.load.moment, self.gamma_m0, + self.material_property.fy) + if self.section_property.plast_sec_mod_z >= self.Zp_req: + self.input_modified.append(section) + # self.logger.info( + # f"Required self.Zp_req = {round(self.Zp_req * 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section satisfy Min self.Zp_req value") + # else: + # local_flag = False + + # self.logger.warning( + # f"Required self.Zp_req = {round(self.Zp_req* 10**-3,2)} x 10^3 mm^3 and Zp of section {self.section_property.designation} = {round(self.section_property.plast_sec_mod_z* 10**-3,2)} x 10^3 mm^3.Section dosen't satisfy Min self.Zp_req value") + print("self.input_modified", self.input_modified) + + def section_connect_database(self, section): + print(f"section_connect_database{section}") + print(section) + # print(self.sec_profile) + if ( + self.sec_profile == VALUES_SECTYPE[1] + or self.sec_profile == "I-section" + ): # I-section + self.section_property = ISection( + designation=section, material_grade=self.material + ) + print(self.section_property) + self.material_property.connect_to_database_to_get_fy_fu( + self.material, max(self.section_property.flange_thickness, self.section_property.web_thickness) + ) + print(f"section_connect_database material_property.fy{self.material_property.fy}") + self.epsilon = math.sqrt(250 / self.material_property.fy) + elif (self.sec_profile == VALUES_SECTYPE[6]): + print(self.material) + self.section_property = ISection( + designation=section, material_grade=self.material, table=self.sec_profile + ) + print(self.section_property) + self.material_property.connect_to_database_to_get_fy_fu( + self.material, max(self.section_property.flange_thickness, self.section_property.web_thickness) + ) + print(f"section_connect_database material_property.fy{self.material_property.fy}") + self.epsilon = math.sqrt(250 / self.material_property.fy) + + return self.section_property + + def design_beam(self, design_dictionary): + print(f"Inside design_beam") + # 1- Based on optimum UR + self.optimum_section_ur_results = {} + self.optimum_section_ur = [] + + # 2 - Based on optimum cost + self.optimum_section_cost_results = {} + self.optimum_section_cost = [] + + # 1 - section classification + self.flag = self.section_classification(design_dictionary) + + print('self.flag:', self.flag) + if self.effective_area_factor < 1.0: + self.logger.warning( + "Reducing the effective sectional area as per the definition in the Design Preferences tab." + ) + else: + self.logger.info( + "The effective sectional area is taken as 100% of the cross-sectional area [Reference: Cl. 7.3.2, IS 800:2007]." + ) + print( + f"self.effective_length {self.effective_length} \n self.input_section_classification{self.input_section_classification} ") + + if self.flag: + for section in self.input_section_list: + # initialize lists for updating the results dictionary + self.section_property = self.section_connect_database(section) + if self.section_property.type == 'Rolled': + self.effective_depth = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) + else: + self.effective_depth = (self.section_property.depth - 2 * self.section_property.flange_thickness) + print('self.section_property.type:', self.section_property.type, self.bending_type) + + # Step 1.1 - computing the effective sectional area + self.effective_area = self.section_property.area + + list_result = [] + list_1 = [] + list_result.append(section) + list_1.append("Designation") + self.section_class = self.input_section_classification[section][0] + self.It = self.input_section_classification[section][5] + self.hf = self.input_section_classification[section][6] + self.Iw = self.input_section_classification[section][7] + # 2.9 - Cost of the section in INR + self.depth_thickness_ratio = self.effective_depth / self.section_property.web_thickness + self.web_buckling_check = IS800_2007.cl_8_2_1_web_buckling( + d=self.effective_depth, + tw=self.section_property.web_thickness, + e=self.epsilon, + ) + + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + + if (not self.web_buckling_check): + self.shear_area_zz = self.section_property.depth * self.section_property.web_thickness + self.shear_area_yy = 2 * self.section_property.flange_width * self.section_property.flange_thickness + self.buckling_class = 'c' + print(f"shear area ZZ is {self.shear_area_zz}") + print(f"shear area YY is {self.shear_area_yy}") + self.V_d_yy = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area_yy, + self.material_property.fy + ) + self.V_d_zz = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area_zz, + self.material_property.fy + ) + + print(f"shear force yy is {self.load.shear_force_yy}") + print(f"shear force zz is {self.load.shear_force_zz}") + + if self.load.shear_force_yy < self.V_d_yy and self.load.shear_force_zz < self.V_d_zz: + + self.high_shear_check_yy = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force_yy, + self.V_d_yy + ) + self.high_shear_check_zz = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force_zz, + self.V_d_zz + ) + print(f"high shear check yy is {self.high_shear_check_yy}") + print(f"high shear check zz is {self.high_shear_check_zz}") + + self.M_d_yy = self.design_bending_strength_purlins( + self.section_class, + self.section_property.plast_sec_mod_y, + self.section_property.elast_sec_mod_y, + self.section_property.fy, + self.gamma_m0, + self.high_shear_check_yy, + 'y' + ) + + self.M_d_zz = self.design_bending_strength_purlins( + self.section_class, + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + self.section_property.fy, + self.gamma_m0, + self.high_shear_check_zz, + 'z' + ) + if self.load.moment_yy < self.M_d_yy and self.load.moment_zz < self.M_d_zz: + + self.M_d_yy1 = self.web_resistance_check( + self.section_property.mom_inertia_y, + self.section_property.elast_sec_mod_y, + self.section_property.plast_sec_mod_y, + self.section_property.rad_of_gy_z, + 'y' + ) + + self.M_d_zz1 = self.web_resistance_check( + self.section_property.mom_inertia_z, + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.section_property.rad_of_gy_y, + 'z' + ) + + self.ur = max( + self.load.shear_force_yy / self.V_d_yy, + self.load.shear_force_zz / self.V_d_zz, + self.load.moment_yy / self.M_d_yy, + self.load.moment_zz / self.M_d_zz, + (self.load.moment_yy / self.M_d_yy1) + + (self.load.moment_zz / self.M_d_zz1) + ) + self.optimum_section_ur.append(self.ur) + + self.web_buckling_check1 = self.buckling_resistance_check( + self.load.moment_yy, + self.load.moment_zz, + self.M_d_yy1, + self.M_d_zz1, + ) + + if (self.web_buckling_check1): + ''' + Deflection check + ''' + w_y = (self.load.shear_force_yy ** 2) / (2 * self.load.moment_yy * 1.5) + w_z = (self.load.shear_force_zz ** 2) / (2 * self.load.moment_zz * 1.5) + del_y = self.serviceability_check(w_y, + self.section_property.elast_sec_mod_y, + self.section_property.mom_inertia_y + ) + del_z = self.serviceability_check(w_z, + self.section_property.elast_sec_mod_z, + self.section_property.mom_inertia_z + ) + + if self.cladding == 'Brittle Cladding': + del_limit = self.length / 180 + else: + del_limit = self.length / 150 + + if del_z < del_limit and del_y < del_limit: + self.cost = ( + ( + self.section_property.unit_mass + * self.section_property.area + * 1e-4 + ) + * self.length + * self.steel_cost_per_kg + ) + self.optimum_section_cost.append(self.cost) + list_result, list_1 = self.list_changer(change=None, + check=True, + list=list_result, list_name=list_1) + self.common_checks_1(section, 5, list_result, list_1) + else: + list_1.extend(["Section class", "It", "Iw", "Web.Buckling", "Beta_b"]) + list_result.extend( + [self.section_class, self.It, self.Iw, self.web_buckling_check, self.beta_b_lt]) + self.common_checks_1(section, 5, list_result, list_1) + else: + list_1.extend(["Section class", "It", "Iw", "Web.Buckling", "Beta_b"]) + list_result.extend( + [self.section_class, self.It, self.Iw, self.web_buckling_check, self.beta_b_lt]) + self.common_checks_1(section, 5, list_result, list_1) + else: + list_1.extend(["Section class", "It", "Iw", "Web.Buckling", "Beta_b"]) + list_result.extend( + [self.section_class, self.It, self.Iw, self.web_buckling_check, self.beta_b_lt]) + self.common_checks_1(section, 5, list_result, list_1) + else: + list_1.extend(["Section class", "It", "Iw", "Web.Buckling", "Beta_b"]) + list_result.extend( + [self.section_class, self.It, self.Iw, self.web_buckling_check, self.beta_b_lt]) + self.common_checks_1(section, 5, list_result, list_1) + else: + list_1.extend(["Section class", "It", "Iw", "Web.Buckling", "Beta_b"]) + list_result.extend([self.section_class, self.It, self.Iw, self.web_buckling_check, self.beta_b_lt]) + self.common_checks_1(section, 5, list_result, list_1) + + ''' + if self.bearing_length != 'NA': # and self.web_crippling + print(f"Check for Web Buckling") + try: + self.bearing_length = float(design_dictionary[KEY_BEARING_LENGTH]) + self.web_buckling = True # WEB BUCKLING + self.I_eff_web = self.bearing_length * self.section_property.web_thickness ** 3 / 12 + self.A_eff_web = self.bearing_length * self.section_property.web_thickness + self.r = math.sqrt(self.I_eff_web / self.A_eff_web) + self.slenderness = 0.7 * self.effective_depth / self.r + self.common_chesection, step=3) + # step == 4 + self.common_checks_1( + section, step=4, list_result=["Concentric"] + ) + # 2.7 - Capacity of the section for web_buckling + self.section_capacity = ( + self.design_compressive_stress * ( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness + * 10 ** -3) # N + print(self.design_compressive_stress, self.bearing_length, self.section_property.depth, + self.section_property.web_thickness) + + print(self.bending_strength_section, self.shear_strength, self.section_capacity) + + self.F_wb = (self.bearing_length + 2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness)) * self.section_property.web_thickness * self.material_property.fy / ( + self.gamma_m0 * 10 ** 3) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3 and self.section_capacity > self.load.shear_force * 10 ** -3 and self.F_wb > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + else: + list_result, list_1 = self.list_changer(change='Web Buckling', check=True, + list=list_result, list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + except: + self.logger.warning('Bearing length is invalid.') + self.logger.info('Ignoring web Buckling and Crippling check') + self.bearing_length = 'NA' + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3: + list_result, list_1 = self.list_changer(change='', check=True, list=list_result, + list_name=list_1) + self.optimum_section_ur.append(self.ur) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + list_result, list_1 = self.list_changer(change='', check=True, list=list_result, + list_name=list_1) + self.optimum_section_ur.append(self.ur) + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + + else: + self.web_buckling = False + # 2.8 - UR + print(self.bending_strength_section, self.shear_strength) + if self.bending_strength_section > self.load.moment * 10 ** -6 and self.shear_strength > self.load.shear_force * 10 ** -3: + + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, + list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + else: + self.optimum_section_ur.append(self.ur) + list_result, list_1 = self.list_changer(change=' ', check=True, list=list_result, + list_name=list_1) + + # Step 3 - Storing the optimum results to a list in a descending order + self.common_checks_1(section, 5, list_result, list_1) + ''' + print('self.optimum_section_ur', self.optimum_section_ur) + + def beam_web_buckling(self): + + print(f"Working web_buckling_check") + # 3 - web buckling under shear + self.web_buckling_check = IS800_2007.cl_8_2_1_web_buckling( + d=self.effective_depth, + tw=self.section_property.web_thickness, + e=self.epsilon, + ) + print(self.web_buckling_check, self.section_property.designation) + + if not self.web_buckling_check: + self.web_not_buckling_steps() + + def web_buckling_steps(self): + print(f"Not using web_buckling_steps") + # self.logger.info(f"Considering {self.support_cndition_shear_buckling}") + # 5 - Web Buckling check(when high shear) -If user wants then only + # if web_buckling: + # b1 = input('Enter bearing') + # self.web_buckling_strength = self.section_property.web_thickness * (b1 + 1.25 * self.section_property.depth) + # self.V_d = pass + # web_buckling_message = 'Thin web' + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('only support') + self.plate_girder_strength() + # self.logger.info('Section = {}, V_cr = {}'.format(self.section_property.designation, round(self.V_cr,2))) + self.shear_strength = self.V_cr / self.gamma_m0 + # if self.V_d > self.load.shear_force * 10**-3: + # + # return True + # else: + # return False + # self.V_d = IS800_2007.cl_8_4_2_2_ShearBuckling_Simple_postcritical((self.section_property.depth - 2 *(self.section_property.flange_thickness + self.section_property.root_radius), + # self.section_property.web_thickness,space,0.3, self.fyw)) + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + self.V_p = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 * self.gamma_m0 + self.Mfr = IS800_2007.cl_8_4_2_2_Mfr_TensionField(self.section_property.flange_width, + self.section_property.flange_thickness, self.fyf, + self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0) + print('MFr', self.Mfr) + if self.Mfr > 0: + print('Starting loop', int(round(self.effective_length * 10 ** 4 / self.effective_depth, -1) / 10)) + # for c_d in range(3,self.effective_length/self.result_eff_d): + for c_d in reversed( + list(range(3, int(round(self.effective_length * 1000 / self.effective_depth, -1))))): + print('c_d', c_d, 'c/d', self.effective_length * 1000 / self.effective_depth) + c_d = c_d / 10 + 0.1 + self.c = round(c_d * self.effective_depth, -1) + print('c', self.c) + self.K_v = IS800_2007.cl_8_4_2_2_K_v_Simple_postcritical('many support', self.c, + self.effective_depth) + self.plate_girder_strength2() + + self.shear_strength = self.V_tf_girder / self.gamma_m0 * 10 ** -3 + self.logger.info( + 'Intermediate Stiffeners required d ={}, c = {}, Section = {}, V_tf = {}, V_d = {}'.format( + self.effective_depth, self.c, + self.section_property.designation, + self.V_tf_girder, self.shear_strength)) + if self.shear_strength > self.load.shear_force * 10 ** -3: + return + return + else: + self.shear_strength = 0.1 + + def web_not_buckling_steps(self): + print(f"Working web_not_buckling_steps") + self.V_d = IS800_2007.cl_8_4_design_shear_strength( + self.shear_area, + self.material_property.fy + ) / 10 ** 3 + self.shear_strength = self.V_d + self.high_shear_check = IS800_2007.cl_8_2_1_2_high_shear_check( + self.load.shear_force / 1000, self.V_d + ) + print( + f"self.V_d {self.V_d},{self.section_property.depth * self.section_property.web_thickness}, {self.material_property.fy}") + # 4 - design bending strength + self.bending_strength_section = self.bending_strength() / 10 ** 6 + + def bending_strength(self): + print('Inside bending_strength ', '\n self.section_class', self.section_class) + # 4 - design bending strength + + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + # self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + # self.M_cr = IS800_2007.cl_8_2_2_Unsupported_beam_bending_non_slenderness( + # self.material_property.modulus_of_elasticity, + # 0.3, + # self.section_property.mom_inertia_y, + # self.It, + # self.Iw, + # self.effective_length * 1e3 + # ) + # + # if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + # self.beta_b_lt = 1.0 + # else: + # self.beta_b_lt = ( + # self.section_property.elast_sec_mod_z + # / self.section_property.plast_sec_mod_z + # ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + # lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment( + # self.beta_b_lt, + # self.section_property.plast_sec_mod_z, + # self.section_property.elast_sec_mod_z, + # self.material_property.fy, + # self.M_cr + # ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, self.lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, self.lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class + ) + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.M_cr * 10 ** -6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z) + if self.high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2', self.It, self.hf, self.Iw, self.M_cr, self.beta_b_lt, alpha_lt, + self.lambda_lt, phi_lt, X_lt, fbd, bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + + def bending_strength_girder(self): + print('Inside bending_strength of girder ') + web_class = IS800_2007.Table2_i( + (self.section_property.flange_width - self.section_property.web_thickness) / 2, + self.section_property.flange_thickness, + self.material_property.fy, self.section_property.type + )[0] + flange_class = IS800_2007.Table2_i( + self.section_property.depth - 2 * self.section_property.flange_thickness, + self.section_property.web_thickness, + self.material_property.fy, self.section_property.type + )[0] + if flange_class == "Slender" or web_class == "Slender": + self.section_class_girder = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class_girder = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class_girder = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class_girder = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class_girder = KEY_SemiCompact + # 4 - design bending strength + I_flange = 2 * ( + self.section_property.flange_width * self.section_property.flange_thickness ** 3 / 12 + self.section_property.flange_width * self.section_property.flange_thickness * ( + self.section_property.depth / 2 - self.section_property.flange_thickness / 2) ** 2) + Zez_flange = I_flange / self.section_property.depth / 2 + y_top = (self.section_property.flange_width * self.section_property.flange_thickness * ( + self.section_property.depth - self.section_property.flange_thickness) / 2) / ( + self.section_property.flange_width * self.section_property.flange_thickness) + Zpz_flange = 2 * self.section_property.flange_width * self.section_property.flange_thickness * y_top + M_d = IS800_2007.cl_8_2_1_2_design_bending_strength( + self.section_class_girder, + Zpz_flange, + Zez_flange, + self.material_property.fy, + self.gamma_m0, + self.support, + ) + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + self.beta_b_lt = 1 + else: + self.beta_b_lt = Zez_flange / Zpz_flange + self.M_d = M_d + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(M_d) + else: + bending_strength_section = ( + self.section_property.elast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + else: + bending_strength_section = M_d + print('Inside bending_strength 1', M_d, self.high_shear_check, bending_strength_section) + else: + # self.It = ( + # 2 + # * self.section_property.flange_width + # * self.section_property.flange_thickness**3 + # ) / 3 + ( + # (self.section_property.depth - self.section_property.flange_thickness) + # * self.section_property.web_thickness**3 + # ) / 3 + self.hf = self.section_property.depth - self.section_property.flange_thickness + # self.Iw = 0.5**2 * self.section_property.mom_inertia_y * self.hf**2 + self.fcrb = IS800_2007.cl_8_2_2_Unsupported_beam_bending_fcrb( + self.material_property.modulus_of_elasticity, + self.effective_length / self.section_property.rad_of_gy_y, + self.hf / self.section_property.flange_thickness + ) + + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + self.beta_b_lt = 1.0 + else: + self.beta_b_lt = ( + self.section_property.elast_sec_mod_z + / self.section_property.plast_sec_mod_z + ) + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment_fcrb( + self.material_property.fy, self.fcrb + ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + self.section_property.plast_sec_mod_z, + self.section_property.elast_sec_mod_z, + fcd=fbd, + section_class=self.section_class_girder + ) + + # self.beta_b_lt = beta_b + self.alpha_lt = alpha_lt + # self.lambda_lt = lambda_lt + self.phi_lt = phi_lt + self.X_lt = X_lt + self.fbd_lt = fbd + self.lateral_tb = self.fcrb * 10 ** -6 + print('Inside bending_strength 2.1', fbd, self.section_property.plast_sec_mod_z) + if self.high_shear_check: + if self.section_class_girder == KEY_Plastic or self.section_class_girder == KEY_Compact: + bending_strength_section = self.bending_strength_reduction(Md=bending_strength_section + ) + else: + bending_strength_section = ( + self.beta_b_lt + * self.section_property.plast_sec_mod_z + * fbd + ) + print('Inside bending_strength 2', self.It, self.hf, self.Iw, self.fcrb, self.beta_b_lt, alpha_lt, + lambda_lt, phi_lt, X_lt, fbd, bending_strength_section) + self.bending_strength_section_reduced = bending_strength_section + return bending_strength_section + + def bending_strength_reduction(self, Md, axis): + if axis == 'y': + Zp = self.section_property.plast_sec_mod_y + force = self.load.shear_force_yy + Vd = self.V_d_yy + else: + Zp = self.section_property.plast_sec_mod_z + force = self.load.shear_force_zz + Vd = self.V_d_zz + + Zfd = (Zp - + (self.section_property.depth ** 2 * self.section_property.web_thickness / 4) + ) + Mfd = Zfd * self.material_property.fy / self.gamma_m0 + beta = ((2 * force / (Vd * 10 ** 3)) - 1) ** 2 + Mdv = (Md - beta * (Md - Mfd)) + print('Inside bending_strength_reduction', Mdv, Md, beta, Mfd, Zfd) + self.bending_strength_section_reduced_by = Mfd + self.beta_reduced = beta + if ( + Mdv + <= 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ): + return Mdv + else: + return ( + 1.2 + * self.section_property.plast_sec_mod_z + * self.material_property.fy + / self.gamma_m0 + ) + + def Channels_Classification(self, depth, thickness_web, f_y): + epsilon = math.sqrt(250 / int(f_y)) + d_t = depth / thickness_web + + if d_t <= (42 * epsilon): + section_class = KEY_Plastic + elif d_t <= (42 * epsilon): + section_class = KEY_Compact + elif d_t <= (42 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return section_class + + def design_bending_strength_purlins(self, section_class, Zp, Ze, fy, gamma_mo, high_shear_check, axis): + beta_b = 1.0 if section_class == KEY_Plastic or KEY_Compact else Ze / Zp + Md = beta_b * Zp * fy / gamma_mo + if Md < 1.2 * Ze * fy / gamma_mo: + M_d = Md + else: + M_d = 1.2 * Ze * fy / gamma_mo + + bending_strength_section = self.bending_strength_reduction(M_d, axis) + if high_shear_check: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + bending_strength_section = bending_strength_section + else: + bending_strength_section = Ze * fy / gamma_mo + else: + bending_strength_section = M_d + + return bending_strength_section + + def beam_M_cr_fcrb(self, E, meu, Iy, It, Iw, Llt, beta_b, Zp, hf, ry, tf): + G = E / (2 + 2 * meu) + fcrb = (1.1 * math.pi ** 2 * E / (Llt / ry) ** 2) * math.sqrt(1 + (((Llt / ry) / (hf / tf)) ** 2) / 20) + M_cr_candidate1 = math.sqrt((math.pi ** 2 * E * Iy / Llt ** 2) * (G * It + (math.pi ** 2 * E * Iw / Llt ** 2))) + M_cr_candidate2 = beta_b * Zp * fcrb + return [min(M_cr_candidate1, M_cr_candidate2), fcrb] + + def non_slenderness_ratio_purlin(self, betab, Zp, Ze, fy, Mcr, fcrb=0): + if (betab * Zp * fy / Mcr) ** 0.5 <= (1.2 * Ze * fy / Mcr) ** 0.5: + if (betab * Zp * fy / Mcr) ** 0.5 == math.sqrt(fy / fcrb): + return math.sqrt(fy / fcrb) + else: + return math.sqrt(fy / fcrb) + else: + return math.sqrt(fy / fcrb) + + def X_lt_calc(self, phi_lt, lambda_lt): + si = 1 / (phi_lt + (phi_lt ** 2 - lambda_lt ** 2) ** 0.5) + if si <= 1.0: + return si + else: + return -1 + + def web_resistance_check(self, m_inertia, Ze, Zp, rg, axis): + [M_cr, fcrb] = self.beam_M_cr_fcrb( + + self.material_property.modulus_of_elasticity, + 0.3, + m_inertia, + self.It, + self.Iw, + self.effective_length * 1e3, self.beta_b_lt, Zp, self.hf, + rg, self.section_property.flange_thickness + ) + + if self.section_property.type == "Rolled": + alpha_lt = 0.21 + else: + alpha_lt = 0.49 + lambda_lt = self.non_slenderness_ratio_purlin( + + self.beta_b_lt, + Zp, Ze, + self.material_property.fy, + M_cr, + fcrb + ) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt( + alpha_lt, lambda_lt + ) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor( + phi_lt, lambda_lt + ) + fbd = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress( + X_lt, self.material_property.fy, self.gamma_m0 + ) + bending_strength_section = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength( + Zp, + Ze, + fcd=fbd, + section_class=self.section_class, + ) + if axis == 'y': + self.M_cr_y = M_cr + self.fcrb_y = fcrb + self.lambda_lt_y = lambda_lt + self.phi_lt_y = phi_lt + self.X_lt_y = X_lt + self.fbd_y = fbd + self.imperfection_factor = alpha_lt + elif axis == 'z': + self.M_cr_z = M_cr + self.fcrb_z = fcrb + self.lambda_lt_z = lambda_lt + self.phi_lt_z = phi_lt + self.X_lt_z = X_lt + self.fbd_z = fbd + self.imperfection_factor = alpha_lt + + return bending_strength_section + + def buckling_resistance_check(self, M_y, M_z, M_d_y, M_d_z): + if (M_y / M_d_y) + M_z / M_d_z <= 1.0: + return True + else: + return False + + def serviceability_check(self, w, Ze, mi): + deflection = (5 * w * self.length ** 4) / (384 * Ze * mi) + return deflection + + def section_classification(self, design_dictionary, trial_section=""): + """Classify the sections based on Table 2 of IS 800:2007""" + print(f"Inside section_classification") + local_flag = True + self.input_modified = [] + self.input_section_list = [] + self.input_section_classification = {} + lambda_check = False + for trial_section in self.sec_list: + trial_section = trial_section.strip("'") + self.section_property = self.section_connect_database( trial_section) + print(f"Type of section{self.section_property.designation}") + if self.section_property.type == "Rolled": + self.effective_depth = (self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius)) + + web_ratio = self.effective_depth / self.section_property.web_thickness + + web_class = self.Channels_Classification( + + self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius), + self.section_property.web_thickness, + self.material_property.fy, + ) + + flange_class = IS800_2007.Table2_i( + self.section_property.flange_width / 2, + self.section_property.flange_thickness, + self.material_property.fy, self.section_property.type + )[0] + ''' + web_class = IS800_2007.Table2_iii( + self.section_property.depth - 2 * ( + self.section_property.flange_thickness + self.section_property.root_radius), + self.section_property.web_thickness, + self.material_property.fy, + ) + ''' + flange_ratio = self.section_property.flange_width / 2 / self.section_property.flange_thickness + else: + flange_class = IS800_2007.Table2_i( + ( + (self.section_property.flange_width / 2) + # - (self.section_property.web_thickness / 2) + ), + self.section_property.flange_thickness, + self.section_property.fy, + self.section_property.type, + )[0] + + web_class = self.Channels_Classification( + + ( + self.section_property.depth - 2 * ( + self.section_property.flange_thickness) + ), + self.section_property.web_thickness, + self.material_property.fy, # classification_type="Axial compression", + ) + self.effective_depth = (self.section_property.depth - 2 * self.section_property.flange_thickness) + + web_ratio = ( + self.section_property.depth - 2 * self.section_property.flange_thickness) / self.section_property.web_thickness + + flange_ratio = self.section_property.flange_width / 2 / self.section_property.flange_thickness + print(f"\n \n \n flange_class {flange_class} \n web_class{web_class} \n \n") + if flange_class == "Slender" or web_class == "Slender": + self.section_class = "Slender" + else: + if flange_class == KEY_Plastic and web_class == KEY_Plastic: + self.section_class = KEY_Plastic + elif flange_class == KEY_Plastic and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Plastic and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_Compact and web_class == KEY_Plastic: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_Compact: + self.section_class = KEY_Compact + elif flange_class == KEY_Compact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Plastic: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_Compact: + self.section_class = KEY_SemiCompact + elif flange_class == KEY_SemiCompact and web_class == KEY_SemiCompact: + self.section_class = KEY_SemiCompact + + print(f"section class is {self.section_class}") + self.Zp_req = self.load.moment * self.gamma_m0 / self.material_property.fy + + self.effective_length = self.length + + if self.section_property.plast_sec_mod_z >= self.Zp_req: + self.It = self.section_property.It + self.hf = self.section_property.depth - self.section_property.flange_thickness + self.Iw = self.section_property.Iw + + self.input_section_list.append(trial_section) + self.input_section_classification.update( + {trial_section: [self.section_class, flange_class, + web_class, flange_ratio, + web_ratio, self.It, self.hf, + self.Iw]}) + + if len(self.input_section_list) == 0: + local_flag = False + self.logger.warning('No section passed found') + else: + local_flag = True + return local_flag + + def effective_length_beam(self, design_dictionary, length): + print(f"Inside effective_length_beam") + self.Loading = design_dictionary[KEY_LOAD] # 'Normal'or 'Destabilizing' + # self.Latex_length = design_dictionary[KEY_LENGTH_OVERWRITE] + if design_dictionary[KEY_LENGTH_OVERWRITE] == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + self.effective_length = IS800_2007.cl_8_3_1_EffLen_Simply_Supported( + Torsional=self.Torsional_res, + Warping=self.Warping, + length=length, + depth=self.section_property.depth, + load=self.Loading, + ) + print(f"Working 1 {self.effective_length}") + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + self.effective_length = IS800_2007.cl_8_3_3_EffLen_Cantilever( + Support=self.Support, + Top=self.Top, + length=length, + load=self.Loading, + ) + print(f"Working 2 {self.effective_length}") + else: + if self.support == KEY_DISP_SUPPORT1: + self.Torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.Warping = design_dictionary[KEY_WARPING_RES] + + elif self.support == KEY_DISP_SUPPORT2: + self.Support = design_dictionary[KEY_SUPPORT_TYPE] + self.Top = design_dictionary[KEY_SUPPORT_TYPE2] + + try: + if float(design_dictionary[KEY_LENGTH_OVERWRITE]) <= 0: + design_dictionary[KEY_LENGTH_OVERWRITE] = 'NA' + else: + length = length * float(design_dictionary[KEY_LENGTH_OVERWRITE]) + + self.effective_length = length + print(f"Working 3 {self.effective_length}") + except: + print(f"Inside effective_length_beam", type(design_dictionary[KEY_LENGTH_OVERWRITE])) + self.logger.warning("Invalid Effective Length Parameter.") + self.logger.info('Effective Length Parameter is set to default: 1.0') + design_dictionary[KEY_LENGTH_OVERWRITE] = '1.0' + self.effective_length_beam(design_dictionary, length) + print(f"Working 4 {self.effective_length}") + print(f"Inside effective_length_beam", self.effective_length, design_dictionary[KEY_LENGTH_OVERWRITE]) + + def lambda_lt_check_member_type(self, Mcr=0, fcrb=0, Zp=0, f_y=0, Ze=0, beta_b=0): + lambda_lt_1 = math.sqrt(beta_b * Zp * f_y / Mcr) + lambda_lt_2 = math.sqrt(f_y / fcrb) + lambda_lt_check = math.sqrt(1.2 * Ze * f_y / Mcr) + if lambda_lt_1 == lambda_lt_2: + if lambda_lt_1 <= lambda_lt_check: + return lambda_lt_1 + self.logger.warning(" Issues with the non-dimensional slenderness ratio Lambda_lt") + + def common_checks_1(self, section, step=1, list_result=[], list_1=[]): + if step == 1: + print(f"Working correct here") + elif step == 2: + # reduction of the area based on the connection requirements (input from design preferences) + if self.effective_area_factor < 1.0: + self.effective_area = round( + self.effective_area * self.effective_area_factor, 2 + ) + + + elif step == 3: + # 2.1 - Buckling curve classification and Imperfection factor + if self.section_property.type == 'Rolled': + self.buckling_class = 'c' + self.imperfection_factor = IS800_2007.cl_7_1_2_1_imperfection_factor( + buckling_class=self.buckling_class + ) + elif step == 4: + # self.slenderness = self.effective_length / min(self.section_property.rad_of_gy_z, self.section_property.rad_of_gy_y) * 1000 + print( + f"\n data sent " + f" self.material_property.fy {self.material_property.fy}" + f"self.gamma_m0 {self.gamma_m0}" + f"self.slenderness {self.slenderness}" + f" self.imperfection_factor {self.imperfection_factor}" + f"self.section_property.modulus_of_elasticity {self.section_property.modulus_of_elasticity}" + ) + + list_cl_7_1_2_1_design_compressisive_stress = ( + IS800_2007.cl_7_1_2_1_design_compressisive_stress( + self.material_property.fy, + self.gamma_m0, + self.slenderness, + self.imperfection_factor, + self.section_property.modulus_of_elasticity, + check_type=list_result, + ) + ) + for x in list_cl_7_1_2_1_design_compressisive_stress: + print(f"x {x} ") + self.euler_buckling_stress = list_cl_7_1_2_1_design_compressisive_stress[0] + self.nondimensional_effective_slenderness_ratio = ( + list_cl_7_1_2_1_design_compressisive_stress[1] + ) + self.phi = list_cl_7_1_2_1_design_compressisive_stress[2] + self.stress_reduction_factor = list_cl_7_1_2_1_design_compressisive_stress[ + 3 + ] + self.design_compressive_stress_fr = ( + list_cl_7_1_2_1_design_compressisive_stress[4] + ) + self.design_compressive_stress = ( + list_cl_7_1_2_1_design_compressisive_stress[5] + ) + self.design_compressive_stress_max = ( + list_cl_7_1_2_1_design_compressisive_stress[6] + ) + elif step == 5: + # 1- Based on optimum UR + if not "UR" in list_1: + self.ur = 0 + self.cost = ( + ( + self.section_property.unit_mass + * self.section_property.area + * 1e-4 + ) + * self.length + * self.steel_cost_per_kg + ) + list_1.extend(["UR", "Cost"]) + list_result.extend([self.ur, self.cost]) + + self.optimum_section_ur_results[self.ur] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.optimum_section_ur_results[self.ur][j] = k + # k += 1 + list_2.pop(0) + break + + # 2- Based on optimum cost + self.optimum_section_cost_results[self.cost] = {} + + list_2 = list_result.copy() # Why? + for j in list_1: + for k in list_2: + self.optimum_section_cost_results[self.cost][j] = k + list_2.pop(0) + break + print( + f"\n self.optimum_section_cost_results {self.optimum_section_cost_results}" + f"\n self.optimum_section_ur_results {self.optimum_section_ur_results}" + ) + elif step == 6: + self.single_result[self.sec_profile] = {} + list_2 = list_result.copy() + for j in list_1: + # k = 0 + for k in list_2: + self.single_result[self.sec_profile][j] = k + # k += 1 + list_2.pop(0) + break + print(f"\n self.single_result {self.single_result}") + + def list_changer(self, change, list, list_name, check=True): + + list.extend( + [self.bending_strength_section_reduced_by, self.beta_reduced, self.M_d_zz, self.M_d_yy]) + list_name.extend([ + "Mfd", + "Beta_reduced", + "M_d_zz", + "M_d_yy" + ]) + # Latex para also + list.extend( + [self.web_buckling_check, self.effective_depth, self.web_buckling_check1, + self.section_class, self.effective_area, self.V_d_yy, self.V_d_zz, self.high_shear_check_yy, + self.high_shear_check_zz, self.M_d_yy1, self.M_d_zz1, self.effective_length, + self.ur, self.cost, self.beta_b_lt, self.buckling_class]) + list_name.extend([ + 'Web.Buckling', + 'Reduced.depth', + 'Buckling.resistance', + "Section class", + "Effective area", + "Shear Strength YY", + "Shear Strength ZZ", + "High Shear check YY", + "High Shear check ZZ", + "Bending Strength YY", + "Bending Strength ZZ", + "Effective_length", + "UR", + "Cost", + "Beta_b", + "Buckling.class" + ]) + # Web buckling parameters + # if self.web_buckling_check and (self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0] or self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] ) : + # list.extend( + # [self.K_v, self.tau_crc, self.lambda_w, self.tau_b, + # self.V_cr]) + # list_name.extend([ + # 'Kv', + # 'tau_crc', + # 'lambda_w', + # 'tau_b', + # "V_cr" + # ]) + + # if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1] and self.web_buckling_check: + # list.extend( + # [self.Mfr, self.load.moment / ( + # self.section_property.depth - self.section_property.flange_thickness) + # , self.c, self.phi_girder, self.s_girder, self.wtf_girder, self.sai_girder, self.fv_girder, + # self.V_p, self.V_tf_girder]) + # list_name.extend([ + # 'Mfr',#1 + # 'Nf', + # 'c', + # 'phi_girder', + # "s_girder", + # 'wtf_girder', + # 'sai_girder', + # 'fv_girder', + # 'V_p', + # 'V_tf_girder' + # ]) + # if change == 'Web Buckling': + # list.extend([self.I_eff_web, self.A_eff_web, self.r, self.buckling_class, + # self.imperfection_factor, + # self.slenderness, + # self.euler_buckling_stress, + # self.nondimensional_effective_slenderness_ratio, + # self.phi, + # self.stress_reduction_factor, + # self.design_compressive_stress_fr, + # self.design_compressive_stress_max, + # self.design_compressive_stress, + # self.section_capacity, + # self.F_wb]) + # + # list_name.extend([ + # "WebBuckling.I_eff",#1 + # "WebBuckling.A_eff",#1 + # "WebBuckling.r_eff",#1 + # "Buckling_class",#0 + # "IF",#0 + # "Effective_SR", + # "EBS", + # "ND_ESR", + # "phi", + # "SRF", + # "FCD_formula", + # "FCD_max", + # "FCD", + # "Capacity", + # "Web_crippling" + # ]) + + list.extend([self.It, + self.Iw, + self.imperfection_factor, + self.lambda_lt_y, + self.lambda_lt_z, + self.phi_lt_y, + self.phi_lt_z, + self.X_lt_y, + self.X_lt_z, + self.fbd_y, + self.fbd_z, + self.M_cr_y, + self.M_cr_z, + self.fcrb_y, + self.fcrb_z]) + + list_name.extend([ + "It", + "Iw", + "IF_lt", + "lambda_lt_yy", + "lambda_lt_zz", + "phi_lt_yy", + "phi_lt_zz", + "X_lt_yy", + "X_lt_zz", + "Fbd_yy", + "Fbd_zz", + "Mcr_yy", + "Mcr_zz", + "Fcrb_yy", + "Fcrb_zz" + ]) + print(list, list_name) + return list, list_name + + # def plate_girder_design(self, section): + # if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + # self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + # self.material_property.modulus_of_elasticity, + # 0.3,self.effective_depth, + # self.section_property.web_thickness) + # self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw,self.tau_crc) + # self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + # self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, self.effective_depth * self.section_property.web_thickness) + # d_red = self.section_property.depth - 2*(self.section_property.flange_thickness + self.section_property.root_radius) + # tau_b = self.load.shear_force / (self.effective_depth * self.section_property.web_thickness) + # if tau_b <= self.fyw / math.sqrt(3): + # lambda_w = 0.8 + # else: + # lambda_w = min((tau_b*(math.sqrt(3)/self.fyw) - 1.64) / (-0.8), math.sqrt(tau_b*(math.sqrt(3)/self.fyw))) + # tau_crc = self.fyw / (math.sqrt(3) * lambda_w ** 2) + + def plate_girder_strength(self): + self.tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(self.K_v, + self.material_property.modulus_of_elasticity, + 0.3, self.effective_depth, + self.section_property.web_thickness) + self.lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(self.fyw, self.tau_crc) + self.tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(self.lambda_w, self.fyw) + self.V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(self.tau_b, + self.effective_depth * self.section_property.web_thickness) / 10 ** 3 + print('\n plate_girder_strength', '\n tau_crc', self.tau_crc, '\n self.lambda_w', self.lambda_w, + '\n self.tau_b', self.tau_b, '\n self.V_cr', self.V_cr) + + def plate_girder_strength2(self): + + self.plate_girder_strength() + self.phi_girder, self.M_fr_girder, self.s_girder, self.wtf_girder, self.sai_girder, self.fv_girder, self.V_tf_girder = IS800_2007.cl_8_4_2_2_TensionField( + self.c, + self.effective_depth, self.section_property.web_thickness, + self.fyw, self.section_property.flange_width, + self.section_property.flange_thickness, self.fyf, + self.load.moment / (self.section_property.depth - self.section_property.flange_thickness), + self.gamma_m0, self.effective_depth * self.section_property.web_thickness, self.tau_b, self.V_p) + + def results(self, design_dictionary): + _ = [i for i in self.optimum_section_ur if i < 1.0] + if len(_) == 1: + temp = _[0] + elif len(_) == 0: + temp = None + else: + temp = sorted(_)[0] + self.failed_design_dict = self.optimum_section_ur_results[temp] if temp is not None else None + print('self.failed_design_dict ', self.failed_design_dict) + + # sorting results from the dataset + # if len(self.input_section_list) > 1: + # results based on UR + if self.optimization_parameter == "Utilization Ratio": + filter_UR = filter( + lambda x: x <= min(self.allowable_utilization_ratio, 1.0), + self.optimum_section_ur + ) + self.optimum_section_ur = list(filter_UR) + + self.optimum_section_ur.sort() + print( + f"self.optimum_section_ur{self.optimum_section_ur} \n self.optimum_section_ur_results{self.optimum_section_ur_results}") + # print(f"self.result_UR{self.result_UR}") + + # selecting the section with most optimum UR + if len(self.optimum_section_ur) == 0: # no design was successful + self.logger.warning( + "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + "criteria" + ) + self.logger.error( + "The solver did not find any adequate section from the defined list." + ) + + self.design_status = False + + if self.failed_design_dict is None: + + self.logger.info( + "The details for the best section provided is being shown" + ) + self.failed_design_dict = self.optimum_section_ur_results + ur_vals = self.optimum_section_ur_results.keys() + self.result_UR = min(ur_vals) + self.design_status = True + + self.common_result( + + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + flag=True + ) + + elif len(self.failed_design_dict) > 0: + self.logger.info( + "The details for the best section provided is being shown" + ) + self.result_UR = self.failed_design_dict['UR'] # temp TODO @Rutvik + self.common_result( + + list_result=self.failed_design_dict, + result_type=None, + ) + self.logger.warning( + "Re-define the list of sections or check the Design Preferences option and re-design." + ) + else: + self.logger.warning( + "Plastic section modulus of selected sections is less than required." + ) + return + # self.design_status_list.append(self.design_status) + + else: + self.failed_design_dict = None + self.result_UR = self.optimum_section_ur[ + -1 + ] # optimum section which passes the UR check + print(f"self.result_UR{self.result_UR}") + self.design_status = True + self.common_result( + list_result=self.optimum_section_ur_results, + result_type=self.result_UR, + ) + + else: # results based on cost + self.optimum_section_cost.sort() + + # selecting the section with most optimum cost + self.result_cost = self.optimum_section_cost[0] + self.design_status = True + # print results + # if len(self.optimum_section_ur) == 0: + # self.logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # self.logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # self.logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # pass + # else: + # if self.optimization_parameter == "Utilization Ratio": + # self.common_result( + # list_result=self.optimum_section_ur_results, + # result_type=self.result_UR, + # ) + # else: + # self.result_UR = self.optimum_section_cost_results[ + # self.result_cost + # ]["UR"] + # + # # checking if the selected section based on cost satisfies the UR + # if self.result_UR > min(self.allowable_utilization_ratio, 1.0): + # trial_cost = [] + # for cost in self.optimum_section_cost: + # self.result_UR = self.optimum_section_cost_results[ + # cost + # ]["UR"] + # if self.result_UR <= min( + # self.allowable_utilization_ratio, 1.0 + # ): + # trial_cost.append(cost) + # + # trial_cost.sort() + # + # if len(trial_cost) == 0: # no design was successful + # self.logger.warning( + # "The sections selected by the solver from the defined list of sections did not satisfy the Utilization Ratio (UR) " + # "criteria" + # ) + # self.logger.error( + # "The solver did not find any adequate section from the defined list." + # ) + # self.logger.info( + # "Re-define the list of sections or check the Design Preferences option and re-design." + # ) + # self.design_status = False + # self.design_status_list.append(self.design_status) + # print(f"design_status_list{self.design_status} \n") + # else: + # self.result_cost = trial_cost[ + # 0 + # ] # optimum section based on cost which passes the UR check + # self.design_status = True + # + # # results + # self.common_result( + # list_result=self.optimum_section_cost_results, + # result_type=self.result_cost, + # ) + # + # print(f"design_status_list2{self.design_status}") + self.design_status_list.append(self.design_status) + for status in self.design_status_list: + print('status list', status) + if status is False: + self.design_status = False + break + else: + self.design_status = True + + def common_result(self, list_result, result_type, flag=False): + if flag: + self.result_designation = list_result[result_type]["Designation"] + self.result_web_buckling_check = list_result[result_type]["Web.Buckling"] + self.result_section_class = list_result[result_type]["Section class"] + self.result_tc = round(list_result[result_type]["It"], 2) + self.result_wc = round(list_result[result_type]["Iw"], 2) + self.result_eff_d = 'NA' + self.result_buckling_resistance = 'NA' + self.result_effective_area = 'NA' + self.result_shear_yy = 'NA' + self.result_shear_zz = 'NA' + self.result_high_shear_yy = 'NA' + self.result_high_shear_zz = 'NA' + self.result_bending_yy = 'NA' + self.result_bending_zz = 'NA' + self.result_eff_len = 'NA' + self.result_cost = list_result[result_type]["Cost"] + self.result_betab = list_result[result_type]["Beta_b"] + self.result_mcr_yy = 'NA' + self.result_mcr_zz = 'NA' + self.result_IF_lt = 'NA' + self.result_tc = 'NA' + self.result_wc = 'NA' + self.result_phi_lt_zz = 'NA' + self.result_phi_lt_yy = 'NA' + self.result_lambda_lt_yy = 'NA' + self.result_lambda_lt_zz = 'NA' + self.result_X_lt_yy = 'NA' + self.result_X_lt_zz = 'NA' + self.result_Fbd_yy = 'NA' + self.result_Fbd_zz = 'NA' + self.result_Fcrb_yy = 'NA' + self.result_Fcrb_zz = 'NA' + self.result_resistance_bending_yy = 'NA' + self.result_resistance_bending_zz = 'NA' + self.result_buckling_class = 'NA' + return + + try: + self.result_designation = list_result[result_type]['Designation'] # TODO debug + self.logger.info( + "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + self.input_section_classification[self.result_designation][0], + self.result_designation, + self.input_section_classification[self.result_designation][1], + round(self.input_section_classification[self.result_designation][3], 2), + self.input_section_classification[self.result_designation][2], + round(self.input_section_classification[self.result_designation][4], 2) + ) + ) + # self.result_latex_tension_zone = list_result[result_type]["latex.tension_zone"] + self.result_web_buckling_check = list_result[result_type]["Web.Buckling"] + print('self.result_web_buckling_check', self.result_web_buckling_check) + self.result_eff_d = list_result[result_type]["Reduced.depth"] + + self.result_buckling_resistance = list_result[result_type]["Buckling.resistance"] + + self.result_section_class = list_result[result_type]["Section class"] + self.result_effective_area = round(list_result[result_type]["Effective area"], 2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear_yy = round(list_result[result_type]["Shear Strength YY"], 2) + self.result_shear_zz = round(list_result[result_type]["Shear Strength ZZ"], 2) + self.result_high_shear_yy = list_result[result_type]["High Shear check YY"] + self.result_high_shear_zz = list_result[result_type]["High Shear check ZZ"] + self.result_bending_yy = round(list_result[result_type]["M_d_yy"], 2) + self.result_bending_zz = round(list_result[result_type]["M_d_zz"], 2) + self.result_eff_len = round(list_result[result_type]["Effective_length"], 2) + self.result_cost = list_result[result_type]["Cost"] + self.result_betab = list_result[result_type]["Beta_b"] + self.result_buckling_class = list_result[result_type]["Buckling.class"] + + if self.result_web_buckling_check: + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + + self.result_mcr_yy = round(list_result[result_type]['Mcr_yy'], 2) + self.result_mcr_zz = round(list_result[result_type]['Mcr_zz'], 2) + self.result_IF_lt = round(list_result[result_type]["IF_lt"], 2) + self.result_tc = round(list_result[result_type]["It"], 2) + self.result_wc = round(list_result[result_type]["Iw"], 2) + self.result_phi_lt_zz = round(list_result[result_type]["phi_lt_zz"], 2) + self.result_phi_lt_yy = round(list_result[result_type]["phi_lt_yy"], 2) + self.result_lambda_lt_yy = round(list_result[result_type]["lambda_lt_yy"], 2) + self.result_lambda_lt_zz = round(list_result[result_type]["lambda_lt_zz"], 2) + self.result_X_lt_yy = round(list_result[result_type]["X_lt_yy"], 2) + self.result_X_lt_zz = round(list_result[result_type]["X_lt_zz"], 2) + self.result_Fbd_yy = round(list_result[result_type]["Fbd_yy"], 2) + self.result_Fbd_zz = round(list_result[result_type]["Fbd_zz"], 2) + self.result_Fcrb_yy = round(list_result[result_type]["Fcrb_yy"], 2) + self.result_Fcrb_zz = round(list_result[result_type]["Fcrb_zz"], 2) + self.result_resistance_bending_yy = round(list_result[result_type]["Bending Strength YY"], 2) + self.result_resistance_bending_zz = round(list_result[result_type]["Bending Strength ZZ"], 2) + + # if self.web_buckling: + # + # self.result_bcI_eff = list_result[result_type]['WebBuckling.I_eff'] + # self.result_bcA_eff = list_result[result_type]['WebBuckling.A_eff'] + # self.result_bcr_eff = list_result[result_type]['WebBuckling.r_eff'] + # self.result_bc = list_result[result_type]['Buckling_class'] + # self.result_IF = round(list_result[result_type]["IF"], 2) + # self.result_eff_sr = round(list_result[result_type]["Effective_SR"], 2) + # self.result_ebs = round(list_result[result_type]["EBS"], 2) + # self.result_nd_esr = round(list_result[result_type]["ND_ESR"], 2) + # self.result_phi_zz = round(list_result[result_type]["phi"], 2) + # self.result_srf = round(list_result[result_type]["SRF"], 2) + # self.result_fcd_1_zz = round(list_result[result_type]["FCD_formula"], 2) + # self.result_fcd_2 = round(list_result[result_type]["FCD_max"], 2) + # self.result_fcd = round(list_result[result_type]["FCD"], 2) + # self.result_capacity = round(list_result[result_type]["Capacity"], 2) + # self.result_crippling = round(list_result[result_type]["Web_crippling"], 2) + # else: + # self.result_bc = 'NA' + # self.result_IF = 'NA' + # self.result_eff_sr = 'NA' + # self.result_lambda_vv = 'NA' + # self.result_lambda_psi = 'NA' + # self.result_ebs = 'NA' + # self.result_nd_esr = 'NA' + # self.result_phi_zz = 'NA' + # self.result_srf = 'NA' + # self.result_fcd_1_zz = 'NA' + # self.result_fcd_2 = 'NA' + # self.result_fcd = 'NA' + # self.result_capacity = 'NA' + # self.result_crippling = 'NA' + # if self.result_high_shear and self.input_section_classification[self.result_designation][ + # 0] != 'Semi-Compact': + # self.result_mfd = list_result[result_type]["Mfd"] + # self.result_beta_reduced = list_result[result_type]["Beta_reduced"] + # self.result_Md = list_result[result_type]["M_d"] + except: + self.result_designation = list_result["Designation"] + # self.logger.info( + # "The section is {}. The {} section has {} flange({}) and {} web({}). [Reference: Cl 3.7, IS 800:2007].".format( + # self.input_section_classification[self.result_designation][0], + # self.result_designation, + # self.input_section_classification[self.result_designation][1], + # round(self.input_section_classification[self.result_designation][3], 2), + # self.input_section_classification[self.result_designation][2], + # round(self.input_section_classification[self.result_designation][4], 2) + # ) + # ) + self.result_web_buckling_check = list_result["Web.Buckling"] + self.result_eff_d = list_result["Reduced.depth"] + self.result_buckling_crippling = list_result["Buckling.resistance"] + + self.result_section_class = list_result["Section class"] + self.result_effective_area = round(list_result["Effective area"], 2) + if self.effective_area_factor < 1.0: + self.logger.info( + "The actual effective area is {} mm2 and the reduced effective area is {} mm2 [Reference: Cl. 7.3.2, IS 800:2007]".format( + round((self.result_effective_area / self.effective_area_factor), 2), + self.result_effective_area, + ) + ) + + self.result_shear_yy = round(list_result["Shear Strength YY"], 2) + self.result_shear_zz = round(list_result["Shear Strength ZZ"], 2) + self.result_high_shear_yy = list_result["High Shear check YY"] + self.result_high_shear_zz = list_result["High Shear check ZZ"] + self.result_bending_yy = round(list_result["M_d_yy"], 2) + self.result_bending_zz = round(list_result["M_d_zz"], 2) + self.result_eff_len = round(list_result["Effective_length"], 2) + self.result_cost = list_result["Cost"] + self.result_betab = list_result["Beta_b"] + self.result_buckling_class = list_result["Buckling.class"] + + if self.result_web_buckling_check: + self.logger.warning( + "Thin web so take flange to resist moment and web to resist shear[Reference: Cl 8.2.1.1, IS 800:2007]") + + self.result_mcr_yy = round(list_result['Mcr_yy'], 2) + self.result_mcr_zz = round(list_result['Mcr_zz'], 2) + self.result_IF_lt = round(list_result["IF_lt"], 2) + self.result_tc = round(list_result["It"], 2) + self.result_wc = round(list_result["Iw"], 2) + self.result_phi_lt_zz = round(list_result["phi_lt_zz"], 2) + self.result_phi_lt_yy = round(list_result["phi_lt_yy"], 2) + self.result_lambda_lt_yy = round(list_result["lambda_lt_yy"], 2) + self.result_lambda_lt_zz = round(list_result["lambda_lt_zz"], 2) + self.result_X_lt_yy = round(list_result["X_lt_yy"], 2) + self.result_X_lt_zz = round(list_result["X_lt_zz"], 2) + self.result_Fbd_yy = round(list_result["Fbd_yy"], 2) + self.result_Fbd_zz = round(list_result["Fbd_zz"], 2) + self.result_Fcrb_yy = round(list_result["Fcrb_yy"], 2) + self.result_Fcrb_zz = round(list_result["Fcrb_zz"], 2) + self.result_resistance_bending_yy = round(list_result["Bending Strength YY"], 2) + self.result_resistance_bending_zz = round(list_result["Bending Strength ZZ"], 2) + + # if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # self.result_mcr = round(list_result['Mcr'], 2) + # self.result_IF_lt = round(list_result["IF_lt"], 2) + # self.result_tc = round(list_result["It"], 2) + # self.result_wc = round(list_result["Iw"], 2) + # self.result_nd_esr_lt = round(list_result["ND_ESR_lt"], 2) + # self.result_phi_lt = round(list_result["phi_lt"], 2) + # self.result_srf_lt = round(list_result["SRF_lt"], 2) + # self.result_fcd__lt = round(list_result["FCD_lt"], 2) + # else: + # self.result_mcr = 'NA' + # self.result_IF_lt = 'NA' + # self.result_tc = 'NA' + # self.result_wc = 'NA' + # self.result_nd_esr_lt = 'NA' + # self.result_phi_lt = 'NA' + # self.result_srf_lt = 'NA' + # self.result_fcd__lt = 'NA' + # + # if self.web_buckling: + # + # self.result_bcI_eff = list_result['WebBuckling.I_eff'] + # self.result_bcA_eff = list_result['WebBuckling.A_eff'] + # self.result_bcr_eff = list_result['WebBuckling.r_eff'] + # self.result_bc = list_result['Buckling_class'] + # self.result_IF = round(list_result["IF"], 2) + # self.result_eff_sr = round(list_result["Effective_SR"], 2) + # self.result_ebs = round(list_result["EBS"], 2) + # self.result_nd_esr = round(list_result["ND_ESR"], 2) + # self.result_phi_zz = round(list_result["phi"], 2) + # self.result_srf = round(list_result["SRF"], 2) + # self.result_fcd_1_zz = round(list_result["FCD_formula"], 2) + # self.result_fcd_2 = round(list_result["FCD_max"], 2) + # self.result_fcd = round(list_result["FCD"], 2) + # self.result_capacity = round(list_result["Capacity"], 2) + # self.result_crippling = round(list_result["Web_crippling"], 2) + # else: + # self.result_bc = 'NA' + # self.result_IF = 'NA' + # self.result_eff_sr = 'NA' + # self.result_lambda_vv = 'NA' + # self.result_lambda_psi = 'NA' + # self.result_ebs = 'NA' + # self.result_nd_esr = 'NA' + # self.result_phi_zz = 'NA' + # self.result_srf = 'NA' + # self.result_fcd_1_zz = 'NA' + # self.result_fcd_2 = 'NA' + # self.result_fcd = 'NA' + # self.result_capacity = 'NA' + # self.result_crippling = 'NA' + # if self.result_high_shear and self.input_section_classification[self.result_designation][ + # 0] != 'Semi-Compact': + # self.result_mfd = list_result["Mfd"] + # self.result_beta_reduced = list_result["Beta_reduced"] + # self.result_Md = list_result["M_d"] + + ### start writing save_design from here! + def save_design(self, popup_summary): + # print('self.design_status', self.design_status,'len(self.failed_design_dict)', len(self.failed_design_dict)) + if (self.design_status and self.failed_design_dict is None) or ( + not self.design_status and len(self.failed_design_dict) > 0): # TODO @Rutvik + self.section_property = self.section_connect_database(self.result_designation) + if self.sec_profile == 'Columns' or self.sec_profile == 'Beams' or self.sec_profile == VALUES_SECTYPE[1]: + self.report_column = {KEY_DISP_SEC_PROFILE: "ISection", + KEY_DISP_SECSIZE: (self.section_property.designation, self.sec_profile), + KEY_DISP_COLSEC_REPORT: self.section_property.designation, + KEY_DISP_MATERIAL: self.section_property.material, + # KEY_DISP_APPLIED_AXIAL_FORCE: self.section_property., + KEY_REPORT_MASS: self.section_property.mass, + KEY_REPORT_AREA: round(self.section_property.area * 1e-2, 2), + KEY_REPORT_DEPTH: self.section_property.depth, + KEY_REPORT_WIDTH: self.section_property.flange_width, + KEY_REPORT_WEB_THK: self.section_property.web_thickness, + KEY_REPORT_FLANGE_THK: self.section_property.flange_thickness, + KEY_DISP_FLANGE_S_REPORT: self.section_property.flange_slope, + KEY_REPORT_R1: self.section_property.root_radius, + KEY_REPORT_R2: self.section_property.toe_radius, + KEY_REPORT_IZ: round(self.section_property.mom_inertia_z * 1e-4, 2), + KEY_REPORT_IY: round(self.section_property.mom_inertia_y * 1e-4, 2), + KEY_REPORT_RZ: round(self.section_property.rad_of_gy_z * 1e-1, 2), + KEY_REPORT_RY: round(self.section_property.rad_of_gy_y * 1e-1, 2), + KEY_REPORT_ZEZ: round(self.section_property.elast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZEY: round(self.section_property.elast_sec_mod_y * 1e-3, 2), + KEY_REPORT_ZPZ: round(self.section_property.plast_sec_mod_z * 1e-3, 2), + KEY_REPORT_ZPY: round(self.section_property.plast_sec_mod_y * 1e-3, 2)} + + self.report_input = \ + { # KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, # "Axial load on column " + KEY_DISP_SHEAR + '*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex + '*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.result_eff_len, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + "Selected Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0]: + # self.report_input.update({ + # KEY_DISP_BENDING: self.bending_type}) + # elif self.latex_design_type == VALUES_SUPP_TYPE_temp[1]: + # self.report_input.update({ + # KEY_BEAM_SUPP_TYPE_DESIGN: self.support, + # # KEY_DISP_BENDING: self.bending_type, + # }) + self.report_input.update({ + KEY_DISP_SUPPORT: self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES: self.Warping}) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference": "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'Selected Member Data', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Effective Area', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Effective Area ($mm^2$)', ' ', + sectional_area_change(round(self.result_effective_area, 2), round(self.section_property.area, 2), + self.effective_area_factor), + ' ') + self.report_check.append(t1) + + # t1 = ('SubSection', 'Section parameters', '|p{4cm}|p{1.5cm}|p{9.5cm}|p{1cm}|') + # self.report_check.append(t1) + # t1 = ('d_{web}', ' ', + # sectional_area_change(round(self.result_effective_area,2), round(self.section_property.area,2), + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + t1 = ('SubSection', 'Section Classification', '|p{3cm}|p{3.5cm}|p{8.5cm}|p{1cm}|') + self.report_check.append(t1) + t1 = ('Web Class', 'Neutral Axis at Mid-Depth', + cl_3_7_2_section_classification_web(round(self.result_eff_d, 2), + round(self.section_property.web_thickness, 2), round( + self.input_section_classification[self.result_designation][4], 2), + self.epsilon, self.section_property.type, + self.input_section_classification[self.result_designation][2]), + ' ') + self.report_check.append(t1) + t1 = ('Flange Class', self.section_property.type, + cl_3_7_2_section_classification_flange(round(self.section_property.flange_width / 2, 2), + round(self.section_property.flange_thickness, 2), round( + self.input_section_classification[self.result_designation][3], 2), + self.epsilon, + self.input_section_classification[self.result_designation][1]), + ' ') + self.report_check.append(t1) + t1 = ('Section Class', ' ', + cl_3_7_2_section_classification( + self.input_section_classification[self.result_designation][0]), + ' ') + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Slenderness Check', '|p{3cm}|p{4cm}|p{6cm}|p{3 cm}|') + self.report_check.append(t1) + t1 = ( + KEY_DISP_Web_Buckling, + cl_8_2_1web_buckling_required(round(self.epsilon, 2), round(67 * self.epsilon, 2)), + cl_8_2_1web_buckling_1(self.result_eff_d, self.section_property.web_thickness, + round(self.result_eff_d / self.section_property.web_thickness, 2), + self.result_web_buckling_check), + get_pass_fail(67 * self.epsilon, round(self.result_eff_d / self.section_property.web_thickness, 2), + relation="Custom")) + self.report_check.append(t1) + if self.result_web_buckling_check: + t1 = ('SubSection', 'Shear Strength Results: ' + self.support_cndition_shear_buckling, + '|p{3.5cm}|p{1.5cm}|p{10cm}|p{1cm}|') + self.report_check.append(t1) + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_K_v_latex, ' ', + cl_8_4_2_2_KV(self.result_web_buckling_simple_kv, self.support_cndition_shear_buckling), + + ' ') + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_Transverse_Stiffener_spacing, ' ', + cl_8_4_2_2_Transverse_Stiffener_spacing(self.result_web_buckling_simple_c), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_K_v_latex, ' ', + cl_8_4_2_2_KV(self.result_web_buckling_simple_kv, self.support_cndition_shear_buckling, + self.result_web_buckling_simple_c, self.result_eff_d), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_Elastic_Critical_shear_stress_web, ' ', + cl_8_4_2_2_taucrc(self.result_web_buckling_simple_kv, 2 * 10 ** 5, 0.3, + self.result_eff_d, + self.section_property.web_thickness, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_slenderness_ratio_web, ' ', + cl_8_4_2_2_slenderness_ratio(self.fyw, self.result_web_buckling_simple_lambda_w, + self.result_web_buckling_simple_tau_crc), + ' ') + self.report_check.append(t1) + + t1 = (KEY_OUT_DISP_WELD_SHEAR_STRESS, ' ', + cl_8_4_2_2_shearstress_web(self.fyw, self.result_web_buckling_simple_lambda_w, + self.result_web_buckling_simple_tau_b), + ' ') + self.report_check.append(t1) + + if self.support_cndition_shear_buckling == KEY_DISP_SB_Option[0]: + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength(self.result_eff_d, self.section_property.web_thickness, + self.result_web_buckling_simple_V_cr, + self.result_web_buckling_simple_tau_b, self.result_shear), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear, 2), round(0.6 * self.result_shear, 2), + self.result_high_shear, self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(0.6 * self.result_shear, 2), + relation="Warn", M1=self.result_high_shear)) + self.report_check.append(t1) + + elif self.support_cndition_shear_buckling == KEY_DISP_SB_Option[1]: + t1 = (KEY_DISP_BUCKLING_STRENGTH + '(V_p)', ' ', + cl_8_4_1_plastic_shear_resistance_Vp(self.result_eff_d, self.section_property.web_thickness, + self.fyw, self.result_web_buckling_simple_V_p_girder + ), + ' ') + self.report_check.append(t1) + + t1 = ('N_f (N)', ' ', + cl_8_4_2_2_N_f(self.section_property.depth, + self.section_property.flange_thickness, + self.section_property.depth - self.section_property.flange_thickness, + round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness), + 2), self.load.moment + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_reduced_moment + '(M_{fr})', ' ', + cl_8_4_2_2_TensionField_reduced_moment(self.result_web_buckling_simple_Mfr, + self.section_property.flange_width, + self.section_property.flange_thickness, + self.fyf, round(self.load.moment / ( + self.section_property.depth - self.section_property.flange_thickness), 2) + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_tension_field_incline, ' ', + cl_8_4_2_2_TensionField_phi(self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_c, self.result_eff_d + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_AnchoragelengthTensionField, ' ', + cl_8_4_2_2_TensionField_anchorage_length(self.result_web_buckling_simple_s_girder, + self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_Mfr, self.fyw, + self.section_property.web_thickness + ), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_WidthTensionField, ' ', + cl_8_4_2_2_KEY_DISP_WidthTensionField(self.result_eff_d, + self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_c, + self.result_web_buckling_simple_s_girder, + self.result_web_buckling_simple_wtf_girder + ), + ' ') + self.report_check.append(t1) + # t1 = (KEY_DISP_reduced_moment + '(M_{fr}', ' ', + # cl_8_4_2_2_TensionField_reduced_moment(self.result_eff_d, + # self.result_web_buckling_simple_phi_girder, + # self.result_web_buckling_simple_c, + # self.result_web_buckling_simple_s_girder,self.result_web_buckling_simple_wtf_girder + # ), + # ' ') + # self.report_check.append(t1) + t1 = (KEY_DISP_Yield_Strength_Tension_field, ' ', + cl_8_4_2_2_Yield_Strength_Tension_field(self.fyw, + self.result_web_buckling_simple_tau_b, + self.result_web_buckling_simple_phi_girder, + self.result_web_buckling_simple_fv_girder + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR + '(V_{d})', self.load.shear_force * 10 ** -3, + cl_8_4_2_2_shearstrength_tensionfield( + self.effective_depth * self.section_property.web_thickness, + self.result_web_buckling_simple_tau_b, self.result_web_buckling_simple_V_p_girder, + self.result_shear, self.section_property.web_thickness, + self.result_web_buckling_simple_wtf_girder, self.result_web_buckling_simple_fv_girder, + self.result_web_buckling_simple_phi_girder, + round(self.result_web_buckling_simple_fV_tf_girder * 10 ** -3, 2)), + ' ') + self.report_check.append(t1) + + + else: + + t1 = ('SubSection', 'Shear Strength Results', '|p{4cm}|p{5cm}|p{5.5cm}|p{1.5cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_DESIGN_STRENGTH_SHEAR, self.load.shear_force * 10 ** -3, + cl_8_4_shear_yielding_capacity_member_(self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, round(self.result_shear, 2)), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), relation="lesser")) + self.report_check.append(t1) + + t1 = (KEY_DISP_ALLOW_SHEAR, ' ', + cl_8_2_1_2_shear_check(round(self.result_shear, 2), round(0.6 * self.result_shear, 2), + self.result_high_shear, self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(0.6 * self.result_shear, 2), + relation="Warn", M1=self.result_high_shear)) + self.report_check.append(t1) + + # t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{4cm}|p{6.5cm}|p{1.5cm}|') + + t1 = ('SubSection', 'Moment Strength Results', '|p{4cm}|p{1.5cm}|p{9cm}|p{1.5cm}|') + self.report_check.append(t1) + if self.design_type == KEY_DISP_DESIGN_TYPE_FLEXURE: + if self.result_high_shear: + t1 = (KEY_DISP_Bending_STRENGTH_MOMENT, self.load.moment * 10 ** -6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT, ' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment * 10 ** -6, + cl_9_2_2_combine_shear_bending(round(self.result_bending, 2), + self.section_property.elast_sec_mod_z, + self.material_property.fy, self.result_section_class, + self.load.shear_force * 10 ** -3, round(self.result_shear, 2), + self.gamma_m0, round(self.result_beta_reduced, 2), + round(self.result_Md * 10 ** -6, 2), + round(self.result_mfd * 10 ** -6, 2)), + get_pass_fail(self.load.moment * 10 ** -6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = (KEY_DISP_DESIGN_STRENGTH_MOMENT, self.load.moment * 10 ** -6, + cl_8_2_1_2_moment_capacity_member(round(self.result_betab, 3), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2), + self.section_property.elast_sec_mod_z, + self.result_section_class, self.support), + get_pass_fail(self.load.moment * 10 ** -6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + elif self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # KEY_DISP_Elastic_CM_latex + t1 = (KEY_DISP_Elastic_CM_latex, ' ', + cl_8_2_2_1_Mcr( + self.result_mcr, + self.material_property.modulus_of_elasticity, + self.section_property.mom_inertia_y, + self.result_eff_len, self.material_property.modulus_of_elasticity / (2 * 1.3), + self.section_property.It, self.section_property.Iw + # round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + # cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + # round(self.result_bcI_eff,2)), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_A_eff_latex+ '($mm^2$)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + # t1 = (KEY_DISP_r_eff_latex+ '(mm)', ' ', + # cl_8_7_3_reff_web_check(round(self.result_bcr_eff,2), round(self.result_bcI_eff,2), + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda_{LT}$)', ' ', + cl_8_2_2_slenderness(round(self.result_betab, 2), self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, self.result_mcr, + self.material_property.fy, + self.result_nd_esr_lt), + ' ') + self.report_check.append(t1) + + # # t1 = (KEY_DISP_SLENDER, ' ', + # # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # # self.result_eff_sr), + # # ' ') + # # self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + # cl_8_7_1_5_buckling_curve(), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha_{LT}$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF_lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + # cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity,self.result_eff_sr,self.result_ebs), + # ' ') + # self.report_check.append(t1) + + t1 = ('$\phi_{LT}$', ' ', + cl_8_2_2_phi(self.result_IF_lt, self.result_nd_esr_lt, self.result_phi_lt), + ' ') + self.report_check.append(t1) + + t1 = ('Bending Compressive stress($N/mm^2$)', ' ', + cl_8_2_2_Bending_Compressive(self.material_property.fy, self.gamma_m0, self.result_nd_esr_lt, + self.result_phi_lt, self.result_fcd__lt), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + # cl_7_1_2_design_compressive_strength(self.result_capacity,round(( + # self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness,2), self.result_fcd,self.load.shear_force * 10 ** -3), + # get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + # self.report_check.append(t1) + + if self.result_high_shear: + t1 = (KEY_DISP_LTB_Bending_STRENGTH_MOMENT, self.load.moment * 10 ** -6, + cl_9_2_2_combine_shear_bending_md_init( + self.section_property.elast_sec_mod_z, + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.support, + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), self.result_section_class + ), + ' ') + self.report_check.append(t1) + t1 = (KEY_DISP_PLASTIC_STRENGTH_MOMENT, ' ', + cl_9_2_2_combine_shear_bending_mfd( + self.section_property.plast_sec_mod_z, + self.section_property.depth, + self.section_property.web_thickness, + self.material_property.fy, + self.gamma_m0, + round(self.result_mfd * 10 ** -6, 2)), + ' ') + self.report_check.append(t1) + + # temp = cl_8_2_1_2_plastic_moment_capacity_member(self.result_betab, + # self.section_property.plast_sec_mod_z, + # self.material_property.fy, self.gamma_m0, + # round(self.result_bending, 2)) + # print('tempt',temp) + t1 = (KEY_DISP_REDUCE_STRENGTH_MOMENT, self.load.moment * 10 ** -6, + cl_9_2_2_combine_shear_bending(round(self.result_bending, 2), + self.section_property.elast_sec_mod_z, + self.material_property.fy, self.result_section_class, + self.load.shear_force * 10 ** -3, round(self.result_shear, 2), + self.gamma_m0, round(self.result_betab, 2), + round(self.result_Md * 10 ** -6, 2), + round(self.result_mfd * 10 ** -6, 2)), + get_pass_fail(self.load.moment * 10 ** -6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + else: + t1 = ('Moment Strength (kNm)', self.load.moment * 10 ** -6, + cl_8_2_2_moment_capacity_member(round(self.result_betab, 2), + self.section_property.plast_sec_mod_z, + self.material_property.fy, self.gamma_m0, + round(self.result_bending, 2), + self.section_property.elast_sec_mod_z, + self.result_section_class, self.support), + get_pass_fail(self.load.moment * 10 ** -6, round(self.result_bending, 2), relation="lesser")) + self.report_check.append(t1) + + if self.result_buckling_crippling: + t1 = ('SubSection', 'Web Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = (KEY_DISP_I_eff_latex + '($mm^4$)', ' ', + cl_8_7_3_Ieff_web_check(self.bearing_length, self.section_property.web_thickness, + round(self.result_bcI_eff, 2)), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_A_eff_latex + '($mm^2$)', ' ', + cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_r_eff_latex + '(mm)', ' ', + cl_8_7_3_reff_web_check(round(self.result_bcr_eff, 2), round(self.result_bcI_eff, 2), + self.result_bcA_eff), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_SLENDER + '($\lambda$)', ' ', + cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + self.result_eff_sr), + ' ') + self.report_check.append(t1) + + # t1 = (KEY_DISP_SLENDER, ' ', + # cl_8_7_1_5_slenderness(round(self.result_bcr_eff, 2), round(self.result_eff_d, 2), + # self.result_eff_sr), + # ' ') + # self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_CURVE_ZZ, ' ', + cl_8_7_1_5_buckling_curve(), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_IMPERFECTION_FACTOR_ZZ + r'($\alpha$)', ' ', + cl_8_7_1_5_imperfection_factor(self.result_IF), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_EULER_BUCKLING_STRESS_ZZ, ' ', + cl_8_7_1_5_buckling_stress(self.section_property.modulus_of_elasticity, self.result_eff_sr, + self.result_ebs), + ' ') + self.report_check.append(t1) + + t1 = ('$\phi$', ' ', + cl_8_7_1_5_phi(0.49, self.result_eff_sr, self.result_phi_zz), + ' ') + self.report_check.append(t1) + + t1 = ('Buckling stress($N/mm^2$)', ' ', + cl_8_7_1_5_Buckling(self.material_property.fy, self.gamma_m0, self.result_eff_sr, + self.result_phi_zz, self.result_fcd_2, self.result_fcd), + ' ') + self.report_check.append(t1) + + t1 = (KEY_DISP_BUCKLING_STRENGTH, self.load.shear_force * 10 ** -3, + cl_7_1_2_design_compressive_strength(self.result_capacity, round(( + self.bearing_length + self.section_property.depth / 2) * self.section_property.web_thickness, + 2), self.result_fcd, + self.load.shear_force * 10 ** -3), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_capacity, 2), relation="leq")) + self.report_check.append(t1) + + t1 = ('SubSection', 'Web Bearing Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + + t1 = ('Bearing Strength(kN)', self.load.shear_force * 10 ** -3, + cl_8_7_4_Bearing_stiffener_check(self.bearing_length, round(2.5 * ( + self.section_property.root_radius + self.section_property.flange_thickness), 2), + self.section_property.web_thickness, + self.material_property.fy, self.gamma_m0, + round(self.result_crippling, 2), + self.section_property.root_radius, + self.section_property.flange_thickness), + get_pass_fail(self.load.shear_force * 10 ** -3, round(self.result_crippling, 2), relation="leq")) + + self.report_check.append(t1) + + t1 = ('SubSection', 'Utilization', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + self.report_check.append(t1) + # TODO + if self.result_buckling_crippling: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), + self.load.moment * 10 ** -6, round(self.result_bending, 2), + self.result_UR, type=2, Pd=self.result_capacity, + fw=self.result_crippling), + get_pass_fail(1.0, self.result_UR, relation="geq")) + else: + t1 = (KEY_DISP_Utilization_Ratio, 1.0, + Utilization_Ratio_Latex(self.load.shear_force * 10 ** -3, round(self.result_shear, 2), + self.load.moment * 10 ** -6, round(self.result_bending, 2), + self.result_UR), + get_pass_fail(1.0, self.result_UR, relation="geq")) + self.report_check.append(t1) + # if self.design_type == KEY_DISP_DESIGN_TYPE2_FLEXURE: + # t1 = ('SubSection', 'Lateral Torsional Buckling Checks', '|p{4cm}|p{2 cm}|p{7cm}|p{3 cm}|') + # self.report_check.append(t1) + # t1 = (KEY_DISP_A_eff_latex + '(mm^2)', ' ', + # cl_8_7_3_Aeff_web_check(self.bearing_length, self.section_property.web_thickness, + # self.result_bcA_eff), + # ' ') + # self.report_check.append(t1) + # if self.latex_tension_zone == True : + # t1 = (KEY_DISP_TENSION_HOLES, ' ', + # sectional_area_change(self.result_effective_area, self.section_property.area, + # self.effective_area_factor), + # ' ') + # self.report_check.append(t1) + + # else: + # t1 = (KEY_DISP_ALLOW_SHEAR, self.load.shear_force, + # allow_shear_capacity(round(self.result_shear, 2), round(0.6 * self.result_shear, 2)), + # get_pass_fail(self.load.shear_force)) + # self.report_check.append(t1) + + # self.h = (self.beam_D - (2 * self.beam_tf)) + # + # 1.1 Input sections display + # t1 = ('SubSection', 'List of Input Sections',self.sec_list), + # self.report_check.append(t1) + # + # # 2.2 CHECK: Buckling Class - Compatibility Check + # t1 = ('SubSection', 'Buckling Class - Compatibility Check', '|p{4cm}|p{3.5cm}|p{6.5cm}|p{2cm}|') + # self.report_check.append(t1) + # + # t1 = ("Section Class ", comp_column_class_section_check_required(self.result_section_class, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + + # t1 = ("h/bf , tf ", comp_column_class_section_check_required(self.bucklingclass, self.h, self.bf), + # comp_column_class_section_check_provided(self.bucklingclass, self.h, self.bf, self.tf, self.var_h_bf), + # 'Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.3 CHECK: Cross-section classification + # t1 = ('SubSection', 'Cross-section classification', '|p{4.5cm}|p{3cm}|p{6.5cm}|p{1.5cm}|') + # self.report_check.append(t1) + # + # t1 = ("b/tf and d/tw ", cross_section_classification_required(self.section), + # cross_section_classification_provided(self.tf, self.b1, self.epsilon, self.section, self.b1_tf, + # self.d1_tw, self.ep1, self.ep2, self.ep3, self.ep4), + # 'b = bf / 2,d = h ā€“ 2 ( T + R1),Ī­ = (250 / Fy )^0.5,Compatible') # if self.bc_compatibility_status is True else 'Not compatible') + # self.report_check.append(t1) + # + # # 2.4 CHECK : Member Check + # t1 = ("Slenderness", cl_7_2_2_slenderness_required(self.KL, self.ry, self.lamba), + # cl_7_2_2_slenderness_provided(self.KL, self.ry, self.lamba), 'PASS') + # self.report_check.append(t1) + # + # t1 = ( + # "Design Compressive stress (fcd)", cl_7_1_2_1_fcd_check_required(self.gamma_mo, self.f_y, self.f_y_gamma_mo), + # cl_7_1_2_1_fcd_check_provided(self.facd), 'PASS') + # self.report_check.append(t1) + # + # t1 = ("Design Compressive strength (Pd)", cl_7_1_2_design_comp_strength_required(self.axial), + # cl_7_1_2_design_comp_strength_provided(self.Aeff, self.facd, self.A_eff_facd), "PASS") + # self.report_check.append(t1) + # + # t1 = ('', '', '', '') + # self.report_check.append(t1) + else: + self.report_input = \ + { # KEY_MAIN_MODULE: self.mainmodule, + KEY_MODULE: self.module, # "Axial load on column " + KEY_DISP_SHEAR + '*': self.load.shear_force * 10 ** -3, + KEY_DISP_BEAM_MOMENT_Latex + '*': self.load.moment * 10 ** -6, + KEY_DISP_LENGTH_BEAM: self.length, + KEY_DISP_SEC_PROFILE: self.sec_profile, + KEY_DISP_SECSIZE: str(self.sec_list), + KEY_MATERIAL: self.material, + # "Failed Section Details": self.report_column, + KEY_BEAM_SUPP_TYPE: self.latex_design_type, + } + self.report_input.update({ + KEY_DISP_SUPPORT: self.support, + KEY_DISP_ULTIMATE_STRENGTH_REPORT: self.material_property.fu, + KEY_DISP_YIELD_STRENGTH_REPORT: self.material_property.fy, + "End Conditions - " + str(self.support): "TITLE", + }) + # if self.Latex_length == 'NA': + if self.support == KEY_DISP_SUPPORT1: + self.report_input.update({ + DISP_TORSIONAL_RES: self.Torsional_res, + DISP_WARPING_RES: self.Warping}) + else: + self.report_input.update({ + DISP_SUPPORT_RES: self.Support, + DISP_TOP_RES: self.Top}) + self.report_input.update({ + "Design Preference": "TITLE", + KEY_DISP_EFFECTIVE_AREA_PARA: self.effective_area_factor, + KEY_DISP_CLASS: self.allow_class, + KEY_DISP_LOAD: self.Loading, + KEY_DISPP_LENGTH_OVERWRITE: self.latex_efp, + KEY_DISP_BEARING_LENGTH + ' (mm)': self.bearing_length, + + }) + # if self.latex_design_type == VALUES_SUPP_TYPE_temp[0] and self.result_web_buckling_check: + # self.report_input.update({ + # KEY_ShearBuckling: self.support_cndition_shear_buckling + # }) + # self.report_input.update({ + # # KEY_DISP_SEC_PROFILE: self.sec_profile, + # "I Section - Mechanical Properties": "TITLE", + # }) + self.report_input.update() + self.report_check = [] + + t1 = ('Selected', 'All Members Failed', '|p{5cm}|p{2cm}|p{2cm}|p{2cm}|p{4cm}|') + self.report_check.append(t1) + + t1 = ('SubSection', 'Plastic Section Modulus', '|p{4cm}|p{1.5cm}|p{2.5cm}|p{8cm}|') + self.report_check.append(t1) + t1 = ('Plastic Section Modulus($mm^3$)', round(self.Zp_req, 2), + ' ', + 'Select Sections with atleast required Plastic Section Modulus ') + self.report_check.append(t1) + print(sys.path[0]) + rel_path = str(sys.path[0]) + rel_path = rel_path.replace("\\", "/") + fname_no_ext = popup_summary['filename'] + CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, + rel_path, [], '', module=self.module) # + + + diff --git a/osdag/tests/__init__.py b/osdag_core/design_type/frame_2D/__init__.py similarity index 100% rename from osdag/tests/__init__.py rename to osdag_core/design_type/frame_2D/__init__.py diff --git a/osdag_api/modules/__init__.py b/osdag_core/design_type/frame_3D/__init__.py similarity index 100% rename from osdag_api/modules/__init__.py rename to osdag_core/design_type/frame_3D/__init__.py diff --git a/osdag_web/__init__.py b/osdag_core/design_type/group_design/__init__.py similarity index 100% rename from osdag_web/__init__.py rename to osdag_core/design_type/group_design/__init__.py diff --git a/design_type/main.py b/osdag_core/design_type/main.py similarity index 80% rename from design_type/main.py rename to osdag_core/design_type/main.py index 59f6c8597..30da9e3b1 100644 --- a/design_type/main.py +++ b/osdag_core/design_type/main.py @@ -1,12 +1,13 @@ -from Common import * -from utils.common.load import Load -from utils.common.component import * -from utils.common.Section_Properties_Calculator import * +from ..Common import * +from ..utils.common.load import Load +from ..utils.common.component import * +from ..utils.common.Section_Properties_Calculator import * class Main(): def __init__(self): - pass + # Defining logger so it is accessible by all the childs + self.logger = None ######################################### # Design Preferences Functions Start @@ -59,6 +60,7 @@ def bolt_values(self, input_dictionary): return bolt + def weld_values(self, input_dictionary): values = {KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, KEY_DP_WELD_MATERIAL_G_O: ''} @@ -89,8 +91,8 @@ def weld_values(self, input_dictionary): def detailing_values(self, input_dictionary): values = {KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', - KEY_DP_DETAILING_GAP: '10', - KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No'} + KEY_DP_DETAILING_GAP: '10', + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No'} for key in values.keys(): if key in input_dictionary.keys(): @@ -99,15 +101,15 @@ def detailing_values(self, input_dictionary): detailing = [] t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, - ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], - values[KEY_DP_DETAILING_EDGE_TYPE]) + ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) detailing.append(t1) t2 = (KEY_DP_DETAILING_GAP, KEY_DISP_DP_DETAILING_GAP, TYPE_TEXTBOX, None, values[KEY_DP_DETAILING_GAP]) detailing.append(t2) t3 = (KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES, TYPE_COMBOBOX, - ['No', 'Yes'], values[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + ['No', 'Yes'], values[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) detailing.append(t3) t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION, None) @@ -175,6 +177,61 @@ def plate_connector_values(self, input_dictionary): connector.append(t3) return connector + + # def gusset_connector_values(self, input_dictionary): + # + # if not input_dictionary or input_dictionary[KEY_MATERIAL] == 'Select Material': + # material_grade = '' + # fu = '' + # fy_20 = '' + # fy_20_40 = '' + # fy_40 = '' + # else: + # material_grade = input_dictionary[KEY_MATERIAL] + # material_attributes = Material(material_grade) + # fu = material_attributes.fu + # fy_20 = material_attributes.fy_20 + # fy_20_40 = material_attributes.fy_20_40 + # fy_40 = material_attributes.fy_40 + # + # if KEY_CONNECTOR_MATERIAL in input_dictionary.keys(): + # material_grade = input_dictionary[KEY_CONNECTOR_MATERIAL] + # material_attributes = Material(material_grade) + # fu = material_attributes.fu + # fy_20 = material_attributes.fy_20 + # fy_20_40 = material_attributes.fy_20_40 + # fy_40 = material_attributes.fy_40 + # + # values = {KEY_CONNECTOR_GUSSET: '10'} + # for key in values.keys(): + # if key in input_dictionary.keys(): + # values[key] = input_dictionary[key] + # + # connector = [] + # + # material = connectdb("Material", call_type="popup") + # t1 = (KEY_CONNECTOR_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + # connector.append(t1) + # + # t2 = (KEY_CONNECTOR_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + # connector.append(t2) + # + # t3 = (KEY_CONNECTOR_FY_20, KEY_DISP_FY_20, TYPE_TEXTBOX, None, fy_20) + # connector.append(t3) + # + # t3 = (KEY_CONNECTOR_FY_20_40, KEY_DISP_FY_20_40, TYPE_TEXTBOX, None, fy_20_40) + # connector.append(t3) + # + # t3 = (KEY_CONNECTOR_FY_40, KEY_DISP_FY_40, TYPE_TEXTBOX, None, fy_40) + # connector.append(t3) + # + # t3 = (None, KEY_DISP_GUSSET, TYPE_TITLE, None, None) + # connector.append(t3) + # + # t3 = (KEY_CONNECTOR_GUSSET, KEY_GUSSET, TYPE_COMBOBOX, ['8', '10', '12', '14'], values[KEY_CONNECTOR_GUSSET]) + # connector.append(t3) + # + # return connector # def get_def_I_sec_properties(self): @@ -211,7 +268,7 @@ def plate_connector_values(self, input_dictionary): # return d - def get_I_sec_properties(self): + def get_I_sec_properties(self, arg): if '' in self: mass = '' @@ -229,11 +286,11 @@ def get_I_sec_properties(self): image = '' else: - D = float(self[0]) - B = float(self[1]) - t_w = float(self[2]) - t_f = float(self[3]) - sl = float(self[4]) + D = float(arg[0]) + B = float(arg[1]) + t_w = float(arg[2]) + t_f = float(arg[3]) + sl = float(arg[4]) sec_prop = I_sectional_Properties() mass = sec_prop.calc_Mass(D, B, t_w, t_f) @@ -270,7 +327,7 @@ def get_I_sec_properties(self): return d - def get_SHS_RHS_properties(self): + def get_SHS_RHS_properties(self, arg): if '' in self: mass = '' @@ -288,10 +345,10 @@ def get_SHS_RHS_properties(self): image = '' else: - D = float(self[0]) - B = float(self[1]) - t_w = float(self[2]) - t_f = float(self[2]) + D = float(arg[0]) + B = float(arg[1]) + t_w = float(arg[2]) + t_f = float(arg[2]) sl = 0.0 sec_prop = SHS_RHS_Properties() @@ -329,7 +386,7 @@ def get_SHS_RHS_properties(self): return d - def get_CHS_properties(self): + def get_CHS_properties(self, arg): if '' in self: mass = '' @@ -347,10 +404,10 @@ def get_CHS_properties(self): image = '' else: - D = float(self[1]) - B = float(self[1]) - t_w = float(self[2]) - t_f = float(self[2]) + D = float(arg[1]) + B = float(arg[1]) + t_w = float(arg[2]) + t_f = float(arg[2]) sl = 0.0 sec_prop = CHS_Properties() @@ -387,9 +444,9 @@ def get_CHS_properties(self): return d - def change_source(self): + def change_source(self, arg): - designation = self[0] + designation = arg[0] source = 'Custom' if designation in connectdb("Columns", call_type="dropdown"): source = get_source("Columns", designation) @@ -447,11 +504,10 @@ def set_input_values(self, design_dictionary): pass def call_3DModel(self, ui, bgcolor): - from PyQt5.QtWidgets import QCheckBox - from PyQt5.QtCore import Qt - for chkbox in ui.frame.children(): + from PySide6.QtWidgets import QCheckBox + for chkbox in ui.cad_comp_widget.children(): if chkbox.objectName() == 'Model': continue if isinstance(chkbox, QCheckBox): - chkbox.setChecked(Qt.Unchecked) + chkbox.setChecked(False) ui.commLogicObj.display_3DModel("Model", bgcolor) diff --git a/osdag_core/design_type/member.py b/osdag_core/design_type/member.py new file mode 100644 index 000000000..18822b0d0 --- /dev/null +++ b/osdag_core/design_type/member.py @@ -0,0 +1,3472 @@ +from ..Common import * +from ..utils.common.load import Load +from ..utils.common.component import * +from ..utils.common.Section_Properties_Calculator import * +from .main import Main +from ..utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties +from PySide6 import QtWidgets +from PySide6.QtWidgets import QCheckBox +from PySide6.QtCore import Qt + + +class Member(Main): + + def __init__(self): + super(Member, self).__init__() + + ######################################## + # Design Preference Functions Start + ######################################## + def df_conn_image(self, input): + + "Function to populate section size based on the type of section " + img = input[0] + if img == VALUES_SEC_PROFILE_2[0]: + return VALUES_IMG_TENSIONBOLTED[0] + elif img == VALUES_SEC_PROFILE_2[1]: + return VALUES_IMG_TENSIONBOLTED[1] + elif img == VALUES_SEC_PROFILE_2[2]: + return VALUES_IMG_TENSIONBOLTED[2] + elif img == VALUES_SEC_PROFILE_2[3]: + return VALUES_IMG_TENSIONBOLTED[3] + else: + return VALUES_IMG_TENSIONBOLTED[4] + + + def tab_angle_section(self, input_dictionary, debug=False): + if debug: + print(f"tab_angle_section input_dictionary {input_dictionary}") + "In design preference, it shows other properties of section used " + "In design preference, it shows other properties of section used " + if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ + input_dictionary[KEY_MATERIAL] == 'Select Material' or \ + input_dictionary[KEY_SEC_PROFILE] not in ['Angles', 'Back to Back Angles', 'Star Angles']: + designation = '' + material_grade = '' + section_profile = '' + l = '' + fu = '' + fy = '' + mass = '' + area = '' + a = '' + b = '' + thickness = '' + root_radius = '' + toe_radius = '' + plate_thk = '' + Cz = '' + Cy = '' + mom_inertia_z = '' + mom_inertia_y = '' + mom_inertia_u = '' + mom_inertia_v = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + rad_of_gy_u = '' + rad_of_gy_v = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + torsional_rigidity = '' + Type = '' + source = 'Custom' + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + image = '' + else: + # print(f'tab_angle_section input_dictionary{input_dictionary}') + designation = str(input_dictionary[KEY_SECSIZE][0]) + material_grade = str(input_dictionary[KEY_MATERIAL]) + section_profile = str(input_dictionary[KEY_SEC_PROFILE]) + if KEY_LOCATION not in input_dictionary: + input_dictionary[KEY_LOCATION] = 'Long Leg' + l = str(input_dictionary[KEY_LOCATION]) + Angle_attributes = Angle(designation,material_grade) + source = str(Angle_attributes.source) + fu = str(Angle_attributes.fu) + fy = str(Angle_attributes.fy) + a = (Angle_attributes.a) + b = (Angle_attributes.b) + thickness = (Angle_attributes.thickness) + root_radius = str(Angle_attributes.root_radius) + toe_radius = str(Angle_attributes.toe_radius) + if KEY_PLATETHK not in input_dictionary: + input_dictionary[KEY_PLATETHK] = PLATE_THICKNESS_IS_1730_1989 + + plate_thk = float(input_dictionary[KEY_PLATETHK][0]) + Type = str(Angle_attributes.type) + source = str(Angle_attributes.source) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + if section_profile == 'Angles': + mass = str(round((Angle_attributes.mass), 2)) + area = str(round((Angle_attributes.area / 100), 2)) + Cz = str(round((Angle_attributes.Cz / 10), 2)) + Cy = str(round((Angle_attributes.Cy / 10), 2)) + mom_inertia_z = str(round((Angle_attributes.mom_inertia_z) / 10000, 2)) + mom_inertia_y = str(round((Angle_attributes.mom_inertia_y) / 10000, 2)) + mom_inertia_u = str(round((Angle_attributes.mom_inertia_u) / 10000, 2)) + mom_inertia_v = str(round((Angle_attributes.mom_inertia_v) / 10000, 2)) + rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y / 10), 2)) + rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u / 10), 2)) + rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v / 10), 2)) + elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z / 1000), 2)) + elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y / 1000), 2)) + plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z / 1000), 2)) + plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y / 1000), 2)) + torsional_rigidity = str(round((Angle_attributes.It / 10000), 2)) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + + else: + if section_profile == "Back to Back Angles": + if debug: + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) + Cy = "N/A" + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + else: # "Star Angles": + Angle_attributes = SAngle_Properties() + # Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + Cz = "N/A" + Cy = "N/A" + mass = str(Angle_attributes.calc_Mass(a, b,thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l,plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l,plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l,plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l,plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + + # if KEY_SEC_MATERIAL in input_dictionary.keys(): + # material_grade = input_dictionary[KEY_SEC_MATERIAL] + # material_attributes = Material(material_grade) + # fu = material_attributes.fu + # fy = material_attributes.fy + + section = [] + + if input_dictionary: + designation_list = input_dictionary[KEY_SECSIZE] + else: + designation_list = [] + + t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) + section.append(t0) + + t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) + section.append(t1) + + t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) + section.append(t1) + + # if KEY_LOCATION in input_dictionary: + # l = str(input_dictionary[KEY_LOCATION]) + # else: + # input_dictionary[KEY_LOCATION] = 'Long Leg' + + t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) + section.append(t1) + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + material = connectdb("Material", call_type="popup") + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_27', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_28', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_25', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_26', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) + section.append(t14) + + t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) + section.append(t29) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + t6 = ('Label_1', KEY_DISP_A, TYPE_TEXTBOX, None, a) + section.append(t6) + + t6 = ('Label_2', KEY_DISP_B, TYPE_TEXTBOX, None, b) + section.append(t6) + + t8 = ('Label_3', KEY_DISP_LEG_THK, TYPE_TEXTBOX, None, thickness) + section.append(t8) + + t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) + section.append(t11) + + t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) + section.append(t12) + + if KEY_MODULE in input_dictionary and input_dictionary[KEY_MODULE] == KEY_DISP_STRUT_WELDED_END_GUSSET: + t12 = ('Label_0', KEY_DISP_DPPLATETHK, TYPE_COMBOBOX, PLATE_THICKNESS_IS_1730_1989, plate_thk) + else: + t12 = ('Label_0', KEY_DISP_DPPLATETHK, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) + section.append(t12) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t18 = ('Label_7', KEY_DISP_Cz, TYPE_TEXTBOX, None, Cz) + section.append(t18) + + t19 = ('Label_8', KEY_DISP_Cy, TYPE_TEXTBOX, None, Cy) + section.append(t19) + + t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + # t13 = (None, None, TYPE_BREAK, None, None) + # section.append(t13) + # + # + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + # section.append(t17) + + t22 = ('Label_13', KEY_DISP_MOA_IU, TYPE_TEXTBOX, None, mom_inertia_u) + section.append(t22) + + t23 = ('Label_14', KEY_DISP_MOA_IV, TYPE_TEXTBOX, None, mom_inertia_v) + section.append(t23) + + t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t22 = ('Label_17', KEY_DISP_ROG_RU, TYPE_TEXTBOX, None, rad_of_gy_u) + section.append(t22) + + t23 = ('Label_18', KEY_DISP_ROG_RV, TYPE_TEXTBOX, None, rad_of_gy_v) + section.append(t23) + + t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t27 = ('Label_23', KEY_DISP_It, TYPE_TEXTBOX, None, torsional_rigidity) + + section.append(t27) + + return section + + def tab_strut_angle_section(self, input_dictionary, debug=False): + if debug: + print(f"tab_angle_section input_dictionary {input_dictionary}") + "In design preference, it shows other properties of section used " + "In design preference, it shows other properties of section used " + if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ + input_dictionary[KEY_MATERIAL] == 'Select Material' or \ + input_dictionary[KEY_SEC_PROFILE] not in VALUES_SEC_PROFILE_Compression_Strut: + designation = '' + material_grade = '' + section_profile = '' + l = '' + fu = '' + fy = '' + mass = '' + area = '' + a = '' + b = '' + thickness = '' + root_radius = '' + toe_radius = '' + plate_thk = '' + Cz = '' + Cy = '' + mom_inertia_z = '' + mom_inertia_y = '' + mom_inertia_u = '' + mom_inertia_v = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + rad_of_gy_u = '' + rad_of_gy_v = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + torsional_rigidity = '' + Type = '' + source = 'Custom' + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + image = '' + else: + # print(f'tab_angle_section input_dictionary{input_dictionary}') + designation = str(input_dictionary[KEY_SECSIZE][0]) + material_grade = str(input_dictionary[KEY_MATERIAL]) + section_profile = str(input_dictionary[KEY_SEC_PROFILE]) + if KEY_LOCATION not in input_dictionary: + input_dictionary[KEY_LOCATION] = 'Long Leg' + l = str(input_dictionary[KEY_LOCATION]) + Angle_attributes = Angle(designation,material_grade) + source = str(Angle_attributes.source) + fu = str(Angle_attributes.fu) + fy = str(Angle_attributes.fy) + a = (Angle_attributes.a) + b = (Angle_attributes.b) + thickness = (Angle_attributes.thickness) + root_radius = str(Angle_attributes.root_radius) + toe_radius = str(Angle_attributes.toe_radius) + if KEY_PLATETHK not in input_dictionary: + input_dictionary[KEY_PLATETHK] = PLATE_THICKNESS_IS_1730_1989 + + plate_thk = float(input_dictionary[KEY_PLATETHK][0]) + Type = str(Angle_attributes.type) + source = str(Angle_attributes.source) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + if section_profile == 'Angles': + mass = str(round((Angle_attributes.mass), 2)) + area = str(round((Angle_attributes.area / 100), 2)) + Cz = str(round((Angle_attributes.Cz / 10), 2)) + Cy = str(round((Angle_attributes.Cy / 10), 2)) + mom_inertia_z = str(round((Angle_attributes.mom_inertia_z) / 10000, 2)) + mom_inertia_y = str(round((Angle_attributes.mom_inertia_y) / 10000, 2)) + mom_inertia_u = str(round((Angle_attributes.mom_inertia_u) / 10000, 2)) + mom_inertia_v = str(round((Angle_attributes.mom_inertia_v) / 10000, 2)) + rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y / 10), 2)) + rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u / 10), 2)) + rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v / 10), 2)) + elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z / 1000), 2)) + elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y / 1000), 2)) + plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z / 1000), 2)) + plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y / 1000), 2)) + torsional_rigidity = str(round((Angle_attributes.It / 10000), 2)) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + + else: + if section_profile == Profile_name_3: + if debug: + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) + Cy = "N/A" + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b,thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + elif section_profile == Profile_name_2: + if debug: + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = Profile_2_img1 + else: + image = Profile_2_img3 + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + Cy = "N/A" + else: + if a == b: + image = Profile_2_img2 + else: + image = Profile_2_img4 + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + else: # "Star Angles": + Angle_attributes = SAngle_Properties() + # Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + Cz = "N/A" + Cy = "N/A" + mass = str(Angle_attributes.calc_Mass(a, b,thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l,plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l,plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l,plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l,plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + + # if KEY_SEC_MATERIAL in input_dictionary.keys(): + # material_grade = input_dictionary[KEY_SEC_MATERIAL] + # material_attributes = Material(material_grade) + # fu = material_attributes.fu + # fy = material_attributes.fy + + section = [] + + if input_dictionary: + designation_list = input_dictionary[KEY_SECSIZE] + else: + designation_list = [] + + t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) + section.append(t0) + + t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) + section.append(t1) + + t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) + section.append(t1) + + # if KEY_LOCATION in input_dictionary: + # l = str(input_dictionary[KEY_LOCATION]) + # else: + # input_dictionary[KEY_LOCATION] = 'Long Leg' + + t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) + section.append(t1) + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + material = connectdb("Material", call_type="popup") + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_27', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_28', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_25', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_26', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) + section.append(t14) + + t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) + section.append(t29) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + t6 = ('Label_1', KEY_DISP_A, TYPE_TEXTBOX, None, a) + section.append(t6) + + t6 = ('Label_2', KEY_DISP_B, TYPE_TEXTBOX, None, b) + section.append(t6) + + t8 = ('Label_3', KEY_DISP_LEG_THK, TYPE_TEXTBOX, None, thickness) + section.append(t8) + + t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) + section.append(t11) + + t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) + section.append(t12) + + # if KEY_MODULE in input_dictionary and input_dictionary[KEY_MODULE] == KEY_DISP_STRUT_WELDED_END_GUSSET: + # t12 = ('Label_0', KEY_DISP_DPPLATETHK, TYPE_COMBOBOX, PLATE_THICKNESS_IS_1730_1989, plate_thk) + # else: + # t12 = ('Label_0', KEY_DISP_DPPLATETHK, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) + # section.append(t12) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t18 = ('Label_7', KEY_DISP_Cz, TYPE_TEXTBOX, None, Cz) + section.append(t18) + + t19 = ('Label_8', KEY_DISP_Cy, TYPE_TEXTBOX, None, Cy) + section.append(t19) + + t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + # t13 = (None, None, TYPE_BREAK, None, None) + # section.append(t13) + # + # + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + # section.append(t17) + + t22 = ('Label_13', KEY_DISP_MOA_IU, TYPE_TEXTBOX, None, mom_inertia_u) + section.append(t22) + + t23 = ('Label_14', KEY_DISP_MOA_IV, TYPE_TEXTBOX, None, mom_inertia_v) + section.append(t23) + + t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t22 = ('Label_17', KEY_DISP_ROG_RU, TYPE_TEXTBOX, None, rad_of_gy_u) + section.append(t22) + + t23 = ('Label_18', KEY_DISP_ROG_RV, TYPE_TEXTBOX, None, rad_of_gy_v) + section.append(t23) + + t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t27 = ('Label_23', KEY_DISP_It, TYPE_TEXTBOX, None, torsional_rigidity) + + section.append(t27) + return section + + + def tab_channel_section(self, input_dictionary): + + "In design preference, it shows other properties of section used " + "In design preference, it shows other properties of section used " + if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ + input_dictionary[KEY_MATERIAL] == 'Select Material' or \ + input_dictionary[KEY_SEC_PROFILE] not in ['Channels', 'Back to Back Channels']: + designation = '' + material_grade = '' + section_profile = '' + l = '' + fu = '' + fy = '' + mass = '' + area = '' + f_w = '' + f_t = '' + w_h = '' + w_t = '' + flange_slope = '' + root_radius = '' + toe_radius = '' + plate_thk = '' + C_y = '' + mom_inertia_z = '' + mom_inertia_y = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + source = 'Custom' + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + Type='Rolled' + image = '' + It = "" + Iw = "" + + else: + designation = str(input_dictionary[KEY_SECSIZE][0]) + material_grade = str(input_dictionary[KEY_MATERIAL]) + section_profile = str(input_dictionary[KEY_SEC_PROFILE]) + l = str(input_dictionary[KEY_LOCATION]) + Channel_attributes = Channel(designation,material_grade) + source = str(Channel_attributes.source) + fu = str(Channel_attributes.fu) + fy = str(Channel_attributes.fy) + f_w = (Channel_attributes.flange_width) + f_t = (Channel_attributes.flange_thickness) + w_h = (Channel_attributes.depth) + w_t = (Channel_attributes.web_thickness) + flange_slope = float(Channel_attributes.flange_slope) + root_radius = str(Channel_attributes.root_radius) + toe_radius = str(Channel_attributes.toe_radius) + plate_thk = float(input_dictionary[KEY_PLATETHK][0]) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + Type = str(Channel_attributes.type) + if section_profile == "Channels": + mass = str(round((Channel_attributes.mass), 2)) + area = str(round((Channel_attributes.area / 100), 2)) + C_y = str(round((Channel_attributes.Cy / 10), 2)) + mom_inertia_z = str(round((Channel_attributes.mom_inertia_z) / 10000, 2)) + mom_inertia_y = str(round((Channel_attributes.mom_inertia_y) / 10000, 2)) + rad_of_gy_z = str(round((Channel_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((Channel_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((Channel_attributes.elast_sec_mod_z / 1000), 2)) + elast_sec_mod_y = str(round((Channel_attributes.elast_sec_mod_y / 1000), 2)) + plast_sec_mod_z = str(round((Channel_attributes.plast_sec_mod_z / 1000), 2)) + plast_sec_mod_y = str(round((Channel_attributes.plast_sec_mod_y / 1000), 2)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[1] + It = str(round((Channel_attributes.It / 10000), 2)) + Iw = str(round((Channel_attributes.Iw / 1000000), 2)) + else: + Channel_attributes = BBChannel_Properties() + Channel_attributes.data(designation,material_grade) + mass = str(round(Channel_attributes.calc_Mass(f_w, f_t, w_h, w_t), 2)) + area = str(round(Channel_attributes.calc_Area(f_w, f_t, w_h, w_t), 2)) + C_y = "N/A" + mom_inertia_z = str(round(Channel_attributes.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t,plate_thk), 2)) + mom_inertia_y = str(Channel_attributes.calc_MomentOfAreaY(f_w, f_t, w_h, w_t,plate_thk)) + rad_of_gy_z = str(Channel_attributes.calc_RogZ(f_w, f_t, w_h, w_t, plate_thk)) + rad_of_gy_y = str(Channel_attributes.calc_RogY(f_w, f_t, w_h, w_t, plate_thk)) + elast_sec_mod_z = str(Channel_attributes.calc_ElasticModulusZz(f_w, f_t, w_h, w_t,plate_thk)) + elast_sec_mod_y = str(Channel_attributes.calc_ElasticModulusZy(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_z = str(Channel_attributes.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_y = str(Channel_attributes.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t,plate_thk)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[3] + It = str(Channel_attributes.calc_TorsionConstantIt(f_w, f_t, w_h, w_t)) + Iw = "-" + + if KEY_SEC_MATERIAL in input_dictionary.keys(): + material_grade = input_dictionary[KEY_SEC_MATERIAL] + material_attributes = Material(material_grade) + fu = material_attributes.fu + fy = material_attributes.fy + + section = [] + + if input_dictionary: + designation_list = input_dictionary[KEY_SECSIZE] + else: + designation_list = [] + + t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) + section.append(t0) + + t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) + section.append(t1) + + t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) + section.append(t1) + + t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) + section.append(t1) + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + material = connectdb("Material", call_type="popup") + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_7', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_8', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_25', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) + section.append(t14) + + t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) + section.append(t29) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + t6 = ('Label_1', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, f_w) + section.append(t6) + + t7 = ('Label_2', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, f_t) + section.append(t7) + + t8 = ('Label_3', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, w_h) + section.append(t8) + + t22 = ('Label_13', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, w_t) + section.append(t22) + + t23 = ('Label_14', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope) + section.append(t23) + + t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) + section.append(t11) + + t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) + section.append(t12) + + t12 = ('Label_0', KEY_DISP_DPPLATETHK01, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) + section.append(t12) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + # t13 = (None, None, TYPE_BREAK, None, None) + # section.append(t13) + # + # + + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + # + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + + + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + # section.append(t17) + + t20 = ('Label_17', KEY_DISP_Cy, TYPE_TEXTBOX, None, C_y) + section.append(t20) + + t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t27 = ('Label_26', KEY_DISP_It, TYPE_TEXTBOX, None, It) + section.append(t27) + + t27 = ('Label_27', KEY_DISP_Iw, TYPE_TEXTBOX, None, Iw) + section.append(t27) + + return section + + + def get_new_angle_section_properties(self, input): + + designation = input[0] + material_grade = input[1] + l = input[3][KEY_LOCATION] + section_profile = input[3][KEY_SEC_PROFILE] + plate_thk = float(input[2]) + Angle_attributes = Angle(designation, material_grade) + source = str(Angle_attributes.source) + fu = str(Angle_attributes.fu) + fy = str(Angle_attributes.fy) + a = (Angle_attributes.a) + b = (Angle_attributes.b) + thickness = (Angle_attributes.thickness) + root_radius = str(Angle_attributes.root_radius) + toe_radius = str(Angle_attributes.toe_radius) + Type = str(Angle_attributes.type) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + if section_profile == 'Angles': + mass = str(round((Angle_attributes.mass),2)) + area = str(round((Angle_attributes.area/100),2)) + Cz = str(round((Angle_attributes.Cz/10),2)) + Cy = str(round((Angle_attributes.Cy/10),2)) + mom_inertia_z = str(round((Angle_attributes.mom_inertia_z)/10000,2)) + mom_inertia_y = str(round((Angle_attributes.mom_inertia_y)/10000,2)) + mom_inertia_u = str(round((Angle_attributes.mom_inertia_u)/10000,2)) + mom_inertia_v = str(round((Angle_attributes.mom_inertia_v)/10000,2)) + rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z/10),2)) + rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y/10),2)) + rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u/10),2)) + rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v/10),2)) + elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z/1000),2)) + elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y/1000),2)) + plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z/1000),2)) + plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y/1000),2)) + torsional_rigidity = str(round((Angle_attributes.It/10000),2)) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + else: + # Angle_attributes = Angle(designation, material_grade) + if section_profile == "Back to Back Angles": + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + Cy = "N/A" + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + else: # "Star Angles": + Angle_attributes = SAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + Cz = "N/A" + Cy = "N/A" + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b,thickness, l)) + + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + + d = { + KEY_SECSIZE_SELECTED:designation, + KEY_SEC_MATERIAL: material_grade, + KEY_SEC_FY:fy, + KEY_SEC_FU:fu, + 'Label_1': a, + 'Label_2': b, + 'Label_3':thickness, + 'Label_4':root_radius, + 'Label_5':toe_radius, + 'Label_0': plate_thk, + 'Label_6':Type, + 'Label_7': Cz, + 'Label_8': Cy, + 'Label_9':mass, + 'Label_10':area, + 'Label_11':mom_inertia_z, + 'Label_12':mom_inertia_y, + 'Label_13':mom_inertia_u, + 'Label_14':mom_inertia_v, + 'Label_15':rad_of_gy_z, + 'Label_16':rad_of_gy_y, + 'Label_17':rad_of_gy_u, + 'Label_18':rad_of_gy_v, + 'Label_19':elast_sec_mod_z, + 'Label_20':elast_sec_mod_y, + 'Label_21':plast_sec_mod_z, + 'Label_22':plast_sec_mod_y, + 'Label_23':torsional_rigidity, + 'Label_24':source + ,KEY_IMAGE:image + } + return d + + def tab_strut_channel_section(self, input_dictionary): + + "In design preference, it shows other properties of section used " + "In design preference, it shows other properties of section used " + if not input_dictionary or input_dictionary[KEY_SECSIZE] == [] or \ + input_dictionary[KEY_MATERIAL] == 'Select Material' or \ + input_dictionary[KEY_SEC_PROFILE] not in ['Channels', 'Back to Back Channels']: + designation = '' + material_grade = '' + section_profile = '' + l = '' + fu = '' + fy = '' + mass = '' + area = '' + f_w = '' + f_t = '' + w_h = '' + w_t = '' + flange_slope = '' + root_radius = '' + toe_radius = '' + plate_thk = '' + C_y = '' + mom_inertia_z = '' + mom_inertia_y = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + source = 'Custom' + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + Type='Rolled' + image = '' + It = "" + Iw = "" + + else: + designation = str(input_dictionary[KEY_SECSIZE][0]) + material_grade = str(input_dictionary[KEY_MATERIAL]) + section_profile = str(input_dictionary[KEY_SEC_PROFILE]) + l = str(input_dictionary[KEY_LOCATION]) + Channel_attributes = Channel(designation,material_grade) + source = str(Channel_attributes.source) + fu = str(Channel_attributes.fu) + fy = str(Channel_attributes.fy) + f_w = (Channel_attributes.flange_width) + f_t = (Channel_attributes.flange_thickness) + w_h = (Channel_attributes.depth) + w_t = (Channel_attributes.web_thickness) + flange_slope = float(Channel_attributes.flange_slope) + root_radius = str(Channel_attributes.root_radius) + toe_radius = str(Channel_attributes.toe_radius) + plate_thk = float(input_dictionary[KEY_PLATETHK][0]) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + Type = str(Channel_attributes.type) + if section_profile == "Channels": + mass = str(round((Channel_attributes.mass), 2)) + area = str(round((Channel_attributes.area / 100), 2)) + C_y = str(round((Channel_attributes.Cy / 10), 2)) + mom_inertia_z = str(round((Channel_attributes.mom_inertia_z) / 10000, 2)) + mom_inertia_y = str(round((Channel_attributes.mom_inertia_y) / 10000, 2)) + rad_of_gy_z = str(round((Channel_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((Channel_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((Channel_attributes.elast_sec_mod_z / 1000), 2)) + elast_sec_mod_y = str(round((Channel_attributes.elast_sec_mod_y / 1000), 2)) + plast_sec_mod_z = str(round((Channel_attributes.plast_sec_mod_z / 1000), 2)) + plast_sec_mod_y = str(round((Channel_attributes.plast_sec_mod_y / 1000), 2)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[1] + It = str(round((Channel_attributes.It / 10000), 2)) + Iw = str(round((Channel_attributes.Iw / 1000000), 2)) + else: + Channel_attributes = BBChannel_Properties() + Channel_attributes.data(designation,material_grade) + mass = str(round(Channel_attributes.calc_Mass(f_w, f_t, w_h, w_t), 2)) + area = str(round(Channel_attributes.calc_Area(f_w, f_t, w_h, w_t), 2)) + C_y = "N/A" + mom_inertia_z = str(round(Channel_attributes.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t,plate_thk), 2)) + mom_inertia_y = str(Channel_attributes.calc_MomentOfAreaY(f_w, f_t, w_h, w_t,plate_thk)) + rad_of_gy_z = str(Channel_attributes.calc_RogZ(f_w, f_t, w_h, w_t, plate_thk)) + rad_of_gy_y = str(Channel_attributes.calc_RogY(f_w, f_t, w_h, w_t, plate_thk)) + elast_sec_mod_z = str(Channel_attributes.calc_ElasticModulusZz(f_w, f_t, w_h, w_t,plate_thk)) + elast_sec_mod_y = str(Channel_attributes.calc_ElasticModulusZy(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_z = str(Channel_attributes.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_y = str(Channel_attributes.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t,plate_thk)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[3] + It = str(Channel_attributes.calc_TorsionConstantIt(f_w, f_t, w_h, w_t)) + Iw = "-" + print(f"tab_strut_channel_section input_dictionary {input_dictionary}") + if KEY_SEC_MATERIAL in input_dictionary.keys(): + material_grade = input_dictionary[KEY_SEC_MATERIAL] + material_attributes = Material(material_grade) + fu = material_attributes.fu + fy = material_attributes.fy + + section = [] + + if input_dictionary: + designation_list = input_dictionary[KEY_SECSIZE] + else: + designation_list = [] + + t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) + section.append(t0) + + t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) + section.append(t1) + + t1 = (KEY_SEC_PROFILE, KEY_DISP_SEC_PROFILE, TYPE_TEXTBOX, None, section_profile) + section.append(t1) + + t1 = (KEY_LOCATION, KEY_DISP_LOCATION, TYPE_TEXTBOX, None, l) + section.append(t1) + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + material = connectdb("Material", call_type="popup") + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_7', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_8', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_25', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_6', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], Type) + section.append(t14) + + t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) + section.append(t29) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + t6 = ('Label_1', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, f_w) + section.append(t6) + + t7 = ('Label_2', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, f_t) + section.append(t7) + + t8 = ('Label_3', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, w_h) + section.append(t8) + + t22 = ('Label_13', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, w_t) + section.append(t22) + + t23 = ('Label_14', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope) + section.append(t23) + + t11 = ('Label_4', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) + section.append(t11) + + t12 = ('Label_5', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) + section.append(t12) + + # t12 = ('Label_0', KEY_DISP_DPPLATETHK01, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, plate_thk) + # section.append(t12) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t18 = ('Label_9', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_10', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + # t13 = (None, None, TYPE_BREAK, None, None) + # section.append(t13) + # + # + + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + # + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + + + # t18 = (None, None, TYPE_ENTER, None, None) + # section.append(t18) + + # t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + # section.append(t17) + + t20 = ('Label_17', KEY_DISP_Cy, TYPE_TEXTBOX, None, C_y) + section.append(t20) + + t20 = ('Label_11', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_12', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t24 = ('Label_19', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_20', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t26 = ('Label_21', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_22', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t27 = ('Label_26', KEY_DISP_It, TYPE_TEXTBOX, None, It) + section.append(t27) + + t27 = ('Label_27', KEY_DISP_Iw, TYPE_TEXTBOX, None, Iw) + section.append(t27) + + return section + def get_strut_angle_section_properties(self, input): + print(f" get_strut_angle_section_properties\n" + f" self {self} \n" + f" designation {input[0]}\n" + f" {input[1]}\n" + f"{input[2]}\n" + f"{input[3]}\n") + designation = input[0] + material_grade = input[1] + l = input[2][KEY_LOCATION] + section_profile = input[2][KEY_SEC_PROFILE] + plate_thk = float(input[2][KEY_PLATETHK]) + Angle_attributes = Angle(designation, material_grade) + source = str(Angle_attributes.source) + fu = str(Angle_attributes.fu) + fy = str(Angle_attributes.fy) + a = (Angle_attributes.a) + b = (Angle_attributes.b) + thickness = (Angle_attributes.thickness) + root_radius = str(Angle_attributes.root_radius) + toe_radius = str(Angle_attributes.toe_radius) + Type = str(Angle_attributes.type) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + if section_profile == Profile_name_1: + mass = str(round((Angle_attributes.mass),2)) + area = str(round((Angle_attributes.area/100),2)) + Cz = str(round((Angle_attributes.Cz/10),2)) + Cy = str(round((Angle_attributes.Cy/10),2)) + mom_inertia_z = str(round((Angle_attributes.mom_inertia_z)/10000,2)) + mom_inertia_y = str(round((Angle_attributes.mom_inertia_y)/10000,2)) + mom_inertia_u = str(round((Angle_attributes.mom_inertia_u)/10000,2)) + mom_inertia_v = str(round((Angle_attributes.mom_inertia_v)/10000,2)) + rad_of_gy_z = str(round((Angle_attributes.rad_of_gy_z/10),2)) + rad_of_gy_y = str(round((Angle_attributes.rad_of_gy_y/10),2)) + rad_of_gy_u = str(round((Angle_attributes.rad_of_gy_u/10),2)) + rad_of_gy_v = str(round((Angle_attributes.rad_of_gy_v/10),2)) + elast_sec_mod_z = str(round((Angle_attributes.elast_sec_mod_z/1000),2)) + elast_sec_mod_y = str(round((Angle_attributes.elast_sec_mod_y/1000),2)) + plast_sec_mod_z = str(round((Angle_attributes.plast_sec_mod_z/1000),2)) + plast_sec_mod_y = str(round((Angle_attributes.plast_sec_mod_y/1000),2)) + torsional_rigidity = str(round((Angle_attributes.It/10000),2)) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + else: + # Angle_attributes = Angle(designation, material_grade) + if section_profile == Profile_name_3: + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + Cy = "N/A" + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + elif section_profile == Profile_name_2: + print(section_profile, "hjcxhf") + Angle_attributes = BBAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = Profile_2_img1 + else: + image = Profile_2_img3 + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + Cy = "N/A" + else: + if a == b: + image = Profile_2_img2 + else: + image = Profile_2_img4 + Cy = "N/A" + Cz = str(Angle_attributes.calc_Cz(a, b, thickness, l)) + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b, thickness, l)) + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + + else: # "Star Angles": + Angle_attributes = SAngle_Properties() + Angle_attributes.data(designation, material_grade) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + Cz = "N/A" + Cy = "N/A" + mass = str(Angle_attributes.calc_Mass(a, b, thickness, l)) + area = str(Angle_attributes.calc_Area(a, b,thickness, l)) + + mom_inertia_z = str(Angle_attributes.calc_MomentOfAreaZ(a, b, thickness, l, plate_thk)) + mom_inertia_y = str(Angle_attributes.calc_MomentOfAreaY(a, b, thickness, l, plate_thk)) + mom_inertia_u = str(Angle_attributes.calc_MomentOfAreaU(a, b, thickness, l, plate_thk)) + mom_inertia_v = str(Angle_attributes.calc_MomentOfAreaV(a, b, thickness, l, plate_thk)) + rad_of_gy_z = str(Angle_attributes.calc_RogZ(a, b, thickness, l, plate_thk)) + rad_of_gy_y = str(Angle_attributes.calc_RogY(a, b, thickness, l, plate_thk)) + rad_of_gy_u = str(Angle_attributes.calc_RogU(a, b, thickness, l, plate_thk)) + rad_of_gy_v = str(Angle_attributes.calc_RogV(a, b, thickness, l, plate_thk)) + elast_sec_mod_z = str(Angle_attributes.calc_ElasticModulusZz(a, b, thickness, l, plate_thk)) + elast_sec_mod_y = str(Angle_attributes.calc_ElasticModulusZy(a, b, thickness, l, plate_thk)) + plast_sec_mod_z = str(Angle_attributes.calc_PlasticModulusZpz(a, b, thickness, l, plate_thk)) + plast_sec_mod_y = str(Angle_attributes.calc_PlasticModulusZpy(a, b, thickness, l, plate_thk)) + torsional_rigidity = str(Angle_attributes.calc_TorsionConstantIt(a, b, thickness, l)) + + d = { + KEY_SECSIZE_SELECTED:designation, + KEY_SEC_MATERIAL: material_grade, + KEY_SEC_FY:fy, + KEY_SEC_FU:fu, + 'Label_1': a, + 'Label_2': b, + 'Label_3':thickness, + 'Label_4':root_radius, + 'Label_5':toe_radius, + 'Label_0': plate_thk, + 'Label_6':Type, + 'Label_7': Cz, + 'Label_8': Cy, + 'Label_9':mass, + 'Label_10':area, + 'Label_11':mom_inertia_z, + 'Label_12':mom_inertia_y, + 'Label_13':mom_inertia_u, + 'Label_14':mom_inertia_v, + 'Label_15':rad_of_gy_z, + 'Label_16':rad_of_gy_y, + 'Label_17':rad_of_gy_u, + 'Label_18':rad_of_gy_v, + 'Label_19':elast_sec_mod_z, + 'Label_20':elast_sec_mod_y, + 'Label_21':plast_sec_mod_z, + 'Label_22':plast_sec_mod_y, + 'Label_23':torsional_rigidity, + 'Label_24':source + ,KEY_IMAGE:image + } + return d + + def get_Strut_Angle_sec_properties(self, input): + print(f" get_Strut_Angle_sec_properties \n self{self}") + if '' in self: + mass = '' + area = '' + Cz = '' + Cy = '' + moa_z = '' + moa_y = '' + moa_u = '' + moa_v = '' + rog_z = '' + rog_y = '' + rog_u = '' + rog_v = '' + em_z = '' + em_y = '' + pm_z = '' + pm_y = '' + I_t = '' + image = '' + else: + a = float(input[0]) + b = float(input[1]) + t = float(input[2]) + plate_thk = float(input[3][KEY_PLATETHK][0]) + # plate_thk = float(input[3]) + + l = input[3][KEY_LOCATION] + p = input[3][KEY_SEC_PROFILE] + + if p == "Angles": + sec_prop = Single_Angle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = sec_prop.calc_Cy(a, b, t, l) + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l) + # a = sec_prop.calc_MomentOfAreaYZ(a, b, t, l) + moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l) + moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l) + rog_z = sec_prop.calc_RogZ(a, b, t, l) + rog_y = sec_prop.calc_RogY(a, b, t, l) + rog_u = sec_prop.calc_RogU(a, b, t, l) + rog_v = sec_prop.calc_RogV(a, b, t, l) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + + elif p == Profile_name_3 or p == Profile_name_2: + sec_prop = BBAngle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + if l == "Long Leg": + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = "N/A" + else: + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = "N/A" + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_u = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_v = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + rog_z = sec_prop.calc_RogZ(a, b, t, l, plate_thk) + rog_y = sec_prop.calc_RogY(a, b, t, l, plate_thk) + rog_u = sec_prop.calc_RogY(a, b, t, l, plate_thk) + rog_v = sec_prop.calc_RogZ(a, b, t, l, plate_thk) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + else: + sec_prop = SAngle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + Cz = "N/A" + Cy = "N/A" + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l,plate_thk) + moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l,plate_thk) + rog_z = sec_prop.calc_RogZ(a, b, t, l,plate_thk) + rog_y = sec_prop.calc_RogY(a, b, t, l,plate_thk) + rog_u = sec_prop.calc_RogU(a, b, t, l,plate_thk) + rog_v = sec_prop.calc_RogV(a, b, t, l,plate_thk) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + + d = {'Label_9': str(mass), + 'Label_10': str(area), + 'Label_7': str(Cz), + 'Label_8': str(Cy), + 'Label_11': str(moa_z), + 'Label_12': str(moa_y), + 'Label_13': str(moa_u), + 'Label_14': str(moa_v), + 'Label_15': str(rog_z), + 'Label_16': str(rog_y), + 'Label_17': str(rog_u), + 'Label_18': str(rog_v), + 'Label_19': str(em_z), + 'Label_20': str(em_y), + 'Label_21': str(pm_z), + 'Label_22': str(pm_y), + 'Label_23': str(I_t) + ,KEY_IMAGE: image + } + + return d + + def get_new_channel_section_properties(self, input): + designation = input[0] + material_grade = input[1] + # sl = input[2] + l = input[3][KEY_LOCATION] + section_profile = input[3][KEY_SEC_PROFILE] + plate_thk = float(input[2]) + Channel_attributes = Channel(designation, material_grade) + source = str(Channel_attributes.source) + Type = str(Channel_attributes.type) + fu = str(Channel_attributes.fu) + fy = str(Channel_attributes.fy) + f_w = (Channel_attributes.flange_width) + f_t = (Channel_attributes.flange_thickness) + w_h = (Channel_attributes.depth) + w_t = (Channel_attributes.web_thickness) + flange_slope = (Channel_attributes.flange_slope) + root_radius = str(Channel_attributes.root_radius) + toe_radius = str(Channel_attributes.toe_radius) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + if section_profile == "Channels": + mass = str(round((Channel_attributes.mass), 2)) + area = str(round((Channel_attributes.area / 100), 2)) + C_y = str(round((Channel_attributes.Cy / 10), 2)) + mom_inertia_z = str(round((Channel_attributes.mom_inertia_z) / 10000, 2)) + mom_inertia_y = str(round((Channel_attributes.mom_inertia_y) / 10000, 2)) + rad_of_gy_z = str(round((Channel_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((Channel_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((Channel_attributes.elast_sec_mod_z / 1000), 2)) + elast_sec_mod_y = str(round((Channel_attributes.elast_sec_mod_y / 1000), 2)) + plast_sec_mod_z = str(round((Channel_attributes.plast_sec_mod_z / 1000), 2)) + plast_sec_mod_y = str(round((Channel_attributes.plast_sec_mod_y / 1000), 2)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[1] + # if Channel_attributes.It = "N/A": + # It = str(Channel_attributes.It ) + # else: + It = str(round((Channel_attributes.It / 10000), 2)) + Iw = str(round((Channel_attributes.Iw/ 1000000), 2)) + else: + Channel_attributes = BBChannel_Properties() + Channel_attributes.data(designation,material_grade) + mass = str(Channel_attributes.calc_Mass(f_w, f_t, w_h, w_t)) + area = str(Channel_attributes.calc_Area(f_w, f_t, w_h, w_t)) + C_y = "N/A" + mom_inertia_z = str(Channel_attributes.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t,plate_thk)) + mom_inertia_y = str(Channel_attributes.calc_MomentOfAreaY(f_w, f_t, w_h, w_t,plate_thk)) + rad_of_gy_z = str(Channel_attributes.calc_RogZ(f_w, f_t, w_h, w_t,plate_thk)) + rad_of_gy_y = str(Channel_attributes.calc_RogY(f_w, f_t, w_h, w_t,plate_thk)) + elast_sec_mod_z = str(Channel_attributes.calc_ElasticModulusZz(f_w, f_t, w_h, w_t,plate_thk)) + elast_sec_mod_y = str(Channel_attributes.calc_ElasticModulusZy(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_z = str(Channel_attributes.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t,plate_thk)) + plast_sec_mod_y = str(Channel_attributes.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t,plate_thk)) + if flange_slope != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[3] + It = str(Channel_attributes.calc_TorsionConstantIt(f_w, f_t, w_h, w_t)) + Iw = "-" + + d = { + KEY_SECSIZE_SELECTED: designation, + KEY_SEC_MATERIAL: material_grade, + KEY_SEC_FY: fy, + KEY_SEC_FU: fu, + 'Label_1': str(f_w), + 'Label_2': str(f_t), + 'Label_3': str(w_h), + 'Label_13': str(w_t), + 'Label_14': str(flange_slope), + 'Label_5': str(toe_radius), + 'Label_6': str(Type), + 'Label_4': str(root_radius), + 'Label_0': str(plate_thk), + 'Label_9': str(mass), + 'Label_10': str(area), + 'Label_11': str(mom_inertia_z), + 'Label_12': str(mom_inertia_y), + 'Label_15': str(rad_of_gy_z), + 'Label_16': str(rad_of_gy_y), + 'Label_17': str(C_y), + 'Label_19': str(elast_sec_mod_z), + 'Label_20': str(elast_sec_mod_y), + 'Label_21': str(plast_sec_mod_z), + 'Label_22': str(plast_sec_mod_y), + 'Label_23': str(source), + 'Label_26': str(It), + 'Label_27': str(Iw), + KEY_IMAGE: image + } + return d + + def get_Angle_sec_properties(self, input): + if '' in self: + mass = '' + area = '' + Cz = '' + Cy = '' + moa_z = '' + moa_y = '' + moa_u = '' + moa_v = '' + rog_z = '' + rog_y = '' + rog_u = '' + rog_v = '' + em_z = '' + em_y = '' + pm_z = '' + pm_y = '' + I_t = '' + image = '' + else: + a = float(input[0]) + b = float(input[1]) + t = float(input[2]) + # plate_thk = float(input[3][KEY_PLATETHK][0]) + plate_thk = float(input[3]) + + l = input[4][KEY_LOCATION] + p = input[4][KEY_SEC_PROFILE] + + if p == "Angles": + sec_prop = Single_Angle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = sec_prop.calc_Cy(a, b, t, l) + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l) + # a = sec_prop.calc_MomentOfAreaYZ(a, b, t, l) + moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l) + moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l) + rog_z = sec_prop.calc_RogZ(a, b, t, l) + rog_y = sec_prop.calc_RogY(a, b, t, l) + rog_u = sec_prop.calc_RogU(a, b, t, l) + rog_v = sec_prop.calc_RogV(a, b, t, l) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[0] + + elif p == "Back to Back Angles": + sec_prop = BBAngle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + if l == "Long Leg": + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = "N/A" + else: + Cz = sec_prop.calc_Cz(a, b, t, l) + Cy = "N/A" + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_u = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_v = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + rog_z = sec_prop.calc_RogZ(a, b, t, l, plate_thk) + rog_y = sec_prop.calc_RogY(a, b, t, l, plate_thk) + rog_u = sec_prop.calc_RogY(a, b, t, l, plate_thk) + rog_v = sec_prop.calc_RogZ(a, b, t, l, plate_thk) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[1] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[1] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[2] + else: + sec_prop = SAngle_Properties() + mass = sec_prop.calc_Mass(a, b, t, l) + area = sec_prop.calc_Area(a, b, t, l) + Cz = "N/A" + Cy = "N/A" + moa_z = sec_prop.calc_MomentOfAreaZ(a, b, t, l,plate_thk) + moa_y = sec_prop.calc_MomentOfAreaY(a, b, t, l,plate_thk) + moa_u = sec_prop.calc_MomentOfAreaU(a, b, t, l,plate_thk) + moa_v = sec_prop.calc_MomentOfAreaV(a, b, t, l,plate_thk) + rog_z = sec_prop.calc_RogZ(a, b, t, l,plate_thk) + rog_y = sec_prop.calc_RogY(a, b, t, l,plate_thk) + rog_u = sec_prop.calc_RogU(a, b, t, l,plate_thk) + rog_v = sec_prop.calc_RogV(a, b, t, l,plate_thk) + em_z = sec_prop.calc_ElasticModulusZz(a, b, t, l,plate_thk) + em_y = sec_prop.calc_ElasticModulusZy(a, b, t, l,plate_thk) + pm_z = sec_prop.calc_PlasticModulusZpz(a, b, t, l,plate_thk) + pm_y = sec_prop.calc_PlasticModulusZpy(a, b, t, l,plate_thk) + I_t = sec_prop.calc_TorsionConstantIt(a, b, t, l) + if l == "Long Leg": + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[3] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[3] + else: + if a == b: + image = VALUES_IMG_TENSIONBOLTED_DF01[4] + else: + image = VALUES_IMG_TENSIONBOLTED_DF02[4] + + d = {'Label_9': str(mass), + 'Label_10': str(area), + 'Label_7': str(Cz), + 'Label_8': str(Cy), + 'Label_11': str(moa_z), + 'Label_12': str(moa_y), + 'Label_13': str(moa_u), + 'Label_14': str(moa_v), + 'Label_15': str(rog_z), + 'Label_16': str(rog_y), + 'Label_17': str(rog_u), + 'Label_18': str(rog_v), + 'Label_19': str(em_z), + 'Label_20': str(em_y), + 'Label_21': str(pm_z), + 'Label_22': str(pm_y), + 'Label_23': str(I_t) + ,KEY_IMAGE: image + } + + return d + + def get_Channel_sec_properties(self, input): + + if '' in self: + mass = '' + area = '' + C_y = '' + moa_z = '' + moa_y = '' + + rog_z = '' + rog_y = '' + + em_z = '' + em_y = '' + pm_z = '' + pm_y = '' + + It = '' + Iw = '' + image ='' + + else: + f_w = float(input[0]) + f_t = float(input[1]) + w_h = float(input[2]) + w_t = float(input[3]) + sl = float(input[4]) + plate_thk = float(input[5][KEY_PLATETHK][0]) + l = input[5][KEY_LOCATION] + p = input[5][KEY_SEC_PROFILE] + + if p =="Channels": + sec_prop = Single_Channel_Properties() + mass = sec_prop.calc_Mass(f_w, f_t, w_h, w_t) + area = sec_prop.calc_Area(f_w, f_t, w_h, w_t) + C_y = sec_prop.calc_C_y(f_w, f_t, w_h, w_t) + moa_z = sec_prop.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t) + moa_y = sec_prop.calc_MomentOfAreaY(f_w, f_t, w_h, w_t) + + rog_z = sec_prop.calc_RogZ(f_w, f_t, w_h, w_t) + rog_y = sec_prop.calc_RogY(f_w, f_t, w_h, w_t) + + em_z = sec_prop.calc_ElasticModulusZz(f_w, f_t, w_h, w_t) + em_y = sec_prop.calc_ElasticModulusZy(f_w, f_t, w_h, w_t) + pm_z = sec_prop.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t) + pm_y = sec_prop.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t) + It = sec_prop.calc_TorsionConstantIt(f_w, f_t, w_h, w_t) + Iw = 0 + if sl != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[0] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[1] + + else: + sec_prop = BBChannel_Properties() + mass = sec_prop.calc_Mass(f_w, f_t, w_h, w_t) + area = sec_prop.calc_Area(f_w, f_t, w_h, w_t) + C_y = "N/A" + moa_z = sec_prop.calc_MomentOfAreaZ(f_w, f_t, w_h, w_t, plate_thk) + moa_y = sec_prop.calc_MomentOfAreaY(f_w, f_t, w_h, w_t, plate_thk) + + rog_z = sec_prop.calc_RogZ(f_w, f_t, w_h, w_t,plate_thk) + rog_y = sec_prop.calc_RogY(f_w, f_t, w_h, w_t,plate_thk) + + em_z = sec_prop.calc_ElasticModulusZz(f_w, f_t, w_h, w_t, plate_thk) + em_y = sec_prop.calc_ElasticModulusZy(f_w, f_t, w_h, w_t, plate_thk) + pm_z = sec_prop.calc_PlasticModulusZpz(f_w, f_t, w_h, w_t, plate_thk) + pm_y = sec_prop.calc_PlasticModulusZpy(f_w, f_t, w_h, w_t, plate_thk) + + It = sec_prop.calc_TorsionConstantIt(f_w, f_t, w_h, w_t) + Iw = "-" + if sl != 90: + image = VALUES_IMG_TENSIONBOLTED_DF03[2] + else: + image = VALUES_IMG_TENSIONBOLTED_DF03[3] + + + d = {'Label_9': str(mass), + 'Label_10': str(area), + 'Label_11': str(moa_z), + 'Label_12': str(moa_y), + 'Label_15': str(rog_z), + 'Label_16': str(rog_y), + 'Label_17': str(C_y), + 'Label_19': str(em_z), + 'Label_20': str(em_y), + 'Label_21': str(pm_z), + 'Label_22': str(pm_y), + 'Label_26': str(It), + 'Label_27': str(Iw), + KEY_IMAGE : image + } + + return d + + def tab_section(self, input_dictionary): + + "In design preference, it shows other properties of section used " + + if not input_dictionary or input_dictionary[KEY_SECSIZE] == 'Select Section' or \ + input_dictionary[KEY_MATERIAL] == 'Select Material': + designation = '' + material_grade = '' + source = 'Custom' + fu = '' + fy = '' + depth = '' + flange_width = '' + flange_thickness = '' + web_thickness = '' + flange_slope = '' + root_radius = '' + toe_radius = '' + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + mass = '' + area = '' + mom_inertia_z = '' + mom_inertia_y = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + torsion_const = '' + warping_const = '' + + image = '' + + + else: + designation = str(input_dictionary[KEY_SECSIZE][0]) + material_grade = str(input_dictionary[KEY_MATERIAL]) + m_o_e = "200" + m_o_r = "76.9" + p_r = "0.3" + t_e = "12" + image = VALUES_IMG_BEAM[0] + if designation in connectdb("RHS", call_type="popup"): + RHS_sec_attributes = RHS(designation, material_grade) + fu = str(RHS_sec_attributes.fu) + fy = str(RHS_sec_attributes.fy) + source = str(RHS_sec_attributes.source) + depth = str(RHS_sec_attributes.depth) + width = str(RHS_sec_attributes.flange_width) + thickness = str(RHS_sec_attributes.flange_thickness) + mass = str(RHS_sec_attributes.mass) + area = str(round((RHS_sec_attributes.area / 10 ** 2), 2)) + mom_inertia_z = str(round((RHS_sec_attributes.mom_inertia_z / 10 ** 4), 2)) + mom_inertia_y = str(round((RHS_sec_attributes.mom_inertia_y / 10 ** 4), 2)) + rad_of_gy_z = str(round((RHS_sec_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((RHS_sec_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((RHS_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) + elast_sec_mod_y = str(round((RHS_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) + plast_sec_mod_z = str(round((RHS_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) + plast_sec_mod_y = str(round((RHS_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) + image = VALUES_IMG_HOLLOWSECTION[1] + elif designation in connectdb("SHS", call_type="popup"): + SHS_sec_attributes = SHS(designation, material_grade) + fu = str(SHS_sec_attributes.fu) + fy = str(SHS_sec_attributes.fy) + source = str(SHS_sec_attributes.source) + depth = str(SHS_sec_attributes.depth) + width = str(SHS_sec_attributes.flange_width) + thickness = str(SHS_sec_attributes.flange_thickness) + mass = str(SHS_sec_attributes.mass) + area = str(round((SHS_sec_attributes.area / 10 ** 2), 2)) + mom_inertia_z = str(round((SHS_sec_attributes.mom_inertia_z / 10 ** 4), 2)) + mom_inertia_y = str(round((SHS_sec_attributes.mom_inertia_y / 10 ** 4), 2)) + rad_of_gy_z = str(round((SHS_sec_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((SHS_sec_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((SHS_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) + elast_sec_mod_y = str(round((SHS_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) + plast_sec_mod_z = str(round((SHS_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) + plast_sec_mod_y = str(round((SHS_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) + image = VALUES_IMG_HOLLOWSECTION[0] + elif designation in connectdb("CHS", call_type="popup"): + CHS_sec_attributes = CHS(designation, material_grade) + fu = str(CHS_sec_attributes.fu) + fy = str(CHS_sec_attributes.fy) + source = str(CHS_sec_attributes.source) + nominal_bore = str(CHS_sec_attributes.nominal_bore) + out_diameter = str(CHS_sec_attributes.out_diameter) + thickness = str(CHS_sec_attributes.flange_thickness) + mass = str(CHS_sec_attributes.mass) + area = str(round((CHS_sec_attributes.area / 10 ** 2), 2)) + internal_vol = str(CHS_sec_attributes.internal_vol) + mom_inertia = str(CHS_sec_attributes.mom_inertia) + rad_of_gy = str(round((CHS_sec_attributes.rad_of_gy / 10), 2)) + elast_sec_mod = str(round((CHS_sec_attributes.elast_sec_mod / 10 ** 3), 2)) + image = VALUES_IMG_HOLLOWSECTION[2] + else: + I_sec_attributes = ISection(designation) + table = "Beams" if designation in connectdb("Beams", "popup") else "Columns" + I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) + source = str(I_sec_attributes.source) + fu = str(I_sec_attributes.fu) + fy = str(I_sec_attributes.fy) + depth = str(I_sec_attributes.depth) + flange_width = str(I_sec_attributes.flange_width) + flange_thickness = str(I_sec_attributes.flange_thickness) + web_thickness = str(I_sec_attributes.web_thickness) + flange_slope = float(I_sec_attributes.flange_slope) + root_radius = str(I_sec_attributes.root_radius) + toe_radius = str(I_sec_attributes.toe_radius) + mass = str(I_sec_attributes.mass) + area = str(round((I_sec_attributes.area / 10 ** 2), 2)) + mom_inertia_z = str(round((I_sec_attributes.mom_inertia_z / 10 ** 4), 2)) + mom_inertia_y = str(round((I_sec_attributes.mom_inertia_y / 10 ** 4), 2)) + rad_of_gy_z = str(round((I_sec_attributes.rad_of_gy_z / 10), 2)) + rad_of_gy_y = str(round((I_sec_attributes.rad_of_gy_y / 10), 2)) + elast_sec_mod_z = str(round((I_sec_attributes.elast_sec_mod_z / 10 ** 3), 2)) + elast_sec_mod_y = str(round((I_sec_attributes.elast_sec_mod_y / 10 ** 3), 2)) + plast_sec_mod_z = str(round((I_sec_attributes.plast_sec_mod_z / 10 ** 3), 2)) + plast_sec_mod_y = str(round((I_sec_attributes.plast_sec_mod_y / 10 ** 3), 2)) + torsion_const = str(round((I_sec_attributes.It / 10 ** 4), 2)) + warping_const = str(round((I_sec_attributes.Iw / 10 ** 6), 2)) + if flange_slope != 90: + image = VALUES_IMG_BEAM[0] + else: + image = VALUES_IMG_BEAM[1] + + if KEY_SEC_MATERIAL in input_dictionary.keys(): + material_grade = input_dictionary[KEY_SEC_MATERIAL] + material_attributes = Material(material_grade) + fu = material_attributes.fu + fy = material_attributes.fy + + section = [] + + if input_dictionary: + designation_list = input_dictionary[KEY_SECSIZE] + else: + designation_list = [] + + t0 = (KEY_SECSIZE, KEY_DISP_DESIGNATION, TYPE_COMBOBOX, designation_list, designation) + section.append(t0) + + t1 = (KEY_SECSIZE_SELECTED, KEY_DISP_DESIGNATION, TYPE_TEXTBOX, None, designation) + section.append(t1) + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + material = connectdb("Material", call_type="popup") + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_9', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_10', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_24', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_23', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_8', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Rolled', 'Welded'], 'Rolled') + section.append(t14) + + t29 = (KEY_SOURCE, KEY_DISP_SOURCE, TYPE_TEXTBOX, None, source) + section.append(t29) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + if designation in connectdb("RHS", call_type="popup") or designation in connectdb("SHS", call_type="popup"): + + t6 = ('Label_HS_1', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, depth) + section.append(t6) + + t7 = ('Label_HS_2', KEY_DISP_WIDTH, TYPE_TEXTBOX, None, width) + section.append(t7) + + t8 = ('Label_HS_3', KEY_DISP_THICKNESS, TYPE_TEXTBOX, None, thickness) + section.append(t8) + + elif designation in connectdb("CHS", call_type="popup"): + + t6 = ('Label_CHS_1', KEY_DISP_NB, TYPE_TEXTBOX, None, nominal_bore) + section.append(t6) + + t7 = ('Label_CHS_2', KEY_DISP_OD, TYPE_TEXTBOX, None, out_diameter) + section.append(t7) + + t8 = ('Label_CHS_3', KEY_DISP_THICKNESS, TYPE_TEXTBOX, None, thickness) + section.append(t8) + + else: + + t6 = ('Label_1', KEY_DISP_DEPTH, TYPE_TEXTBOX, None, depth) + section.append(t6) + + t7 = ('Label_2', KEY_DISP_FLANGE_W, TYPE_TEXTBOX, None, flange_width) + section.append(t7) + + t8 = ('Label_3', KEY_DISP_FLANGE_T, TYPE_TEXTBOX, None, flange_thickness) + section.append(t8) + + t9 = ('Label_4', KEY_DISP_WEB_T, TYPE_TEXTBOX, None, web_thickness) + section.append(t9) + + t10 = ('Label_5', KEY_DISP_FLANGE_S, TYPE_TEXTBOX, None, flange_slope) + section.append(t10) + + t11 = ('Label_6', KEY_DISP_ROOT_R, TYPE_TEXTBOX, None, root_radius) + section.append(t11) + + t12 = ('Label_7', KEY_DISP_TOE_R, TYPE_TEXTBOX, None, toe_radius) + section.append(t12) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + if designation in connectdb("RHS", call_type="popup") or designation in connectdb("SHS", call_type="popup"): + + t18 = ('Label_HS_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_HS_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t20 = ('Label_HS_13', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_HS_14', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + t22 = ('Label_HS_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_HS_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t24 = ('Label_HS_17', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_HS_18', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t26 = ('Label_HS_19', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_HS_20', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + elif designation in connectdb("CHS", call_type="popup"): + + t18 = ('Label_CHS_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_CHS_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t20 = ('Label_CHS_13', KEY_DISP_IV, TYPE_TEXTBOX, None, internal_vol) + section.append(t20) + + t21 = ('Label_HS_14', KEY_DISP_MOA, TYPE_TEXTBOX, None, mom_inertia) + section.append(t21) + + t23 = ('Label_HS_15', KEY_DISP_ROG, TYPE_TEXTBOX, None, rad_of_gy) + section.append(t23) + + t24 = ('Label_HS_16', KEY_DISP_SM, TYPE_TEXTBOX, None, elast_sec_mod) + section.append(t24) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + else: + + t18 = ('Label_11', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_12', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t20 = ('Label_13', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_14', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + t22 = ('Label_15', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_16', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t24 = ('Label_17', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_18', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t28 = (None, None, TYPE_BREAK, None, None) + section.append(t28) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t26 = ('Label_19', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_20', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t26 = ('Label_21', KEY_DISP_It, TYPE_TEXTBOX, None, torsion_const) + section.append(t26) + + t27 = ('Label_22', KEY_DISP_Iw, TYPE_TEXTBOX, None, warping_const) + section.append(t27) + + return section + + + def get_fu_fy_I_section(self, input): + material_grade = input[0] + designation = input[1][KEY_SECSIZE] + + fu = '' + fy = '' + if material_grade != "Select Material" and designation != "Select Section": + table = "Beams" if designation in connectdb("Beams", "popup") else "Columns" + I_sec_attributes = ISection(designation) + I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) + fu = str(I_sec_attributes.fu) + fy = str(I_sec_attributes.fy) + else: + pass + + d = {KEY_SUPTNGSEC_FU: fu, + KEY_SUPTNGSEC_FY: fy, + KEY_SUPTDSEC_FU: fu, + KEY_SUPTDSEC_FY: fy, + KEY_SEC_FU: fu, + KEY_SEC_FY: fy} + + return d + + def get_fu_fy_section(self, input): + material_grade = input[0] + designation = input[2][KEY_SECSIZE_SELECTED] + # designation = input[1][KEY_SECSIZE][0] + profile = input[1][KEY_SEC_PROFILE] + + if material_grade != "Select Material" and designation != "": + if profile in ['Angles', 'Back to Back Angles', 'Star Angles']: + Angle_sec_attributes = Angle(designation,material_grade) + Angle_sec_attributes.connect_to_database_update_other_attributes_angles(designation, material_grade) + fu = str(Angle_sec_attributes.fu) + fy = str(Angle_sec_attributes.fy) + elif profile in ['Channels', 'Back to Back Channels']: + Channel_Attributes = Channel(designation,material_grade) + Channel_Attributes.connect_to_database_update_other_attributes_channels(designation, material_grade) + fu = str(Channel_Attributes.fu) + fy = str(Channel_Attributes.fy) + elif profile in ['Beams']: + table = "Beams" + I_sec_attributes = ISection(designation) + I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) + fu = str(I_sec_attributes.fu) + fy = str(I_sec_attributes.fy) + else: + table = "Columns" + I_sec_attributes = ISection(designation) + I_sec_attributes.connect_to_database_update_other_attributes(table, designation, material_grade) + fu = str(I_sec_attributes.fu) + fy = str(I_sec_attributes.fy) + else: + fu = '' + fy = '' + + d = {KEY_SEC_MATERIAL:material_grade, + KEY_SUPTNGSEC_FU: fu, + KEY_SUPTNGSEC_FY: fy, + KEY_SUPTDSEC_FU: fu, + KEY_SUPTDSEC_FY: fy, + KEY_SEC_FU: fu, + KEY_SEC_FY: fy, + KEY_BASE_PLATE_FU: fu, + KEY_BASE_PLATE_FY: fy} + + return d + + def get_fu_fy(self, input): + material_grade = input[0] + + if material_grade != "Select Material": + m_conn = Material(material_grade) + fu_conn = m_conn.fu + fy_20 = m_conn.fy_20 + fy_20_40 = m_conn.fy_20_40 + fy_40 = m_conn.fy_40 + else: + fu_conn = '' + fy_20 = '' + fy_20_40 = '' + fy_40 = '' + + d = { + KEY_CONNECTOR_FU: fu_conn, + KEY_CONNECTOR_FY_20: fy_20, + KEY_CONNECTOR_FY_20_40: fy_20_40, + KEY_CONNECTOR_FY_40: fy_40} + + return d + + def edit_tabs(self): + """ + + :return: This function is used when the whole tab is conditional i.e., to be changed based on the change in + input dock key. + This returns a list of tuples which contains the key whose change will decide the tab, title of the tab, + function to get tab contents and Type of change (It can be changed(TYPE_CHANGE_TAB) or removed(TYPE_REMOVE_TAB)) + + [Title of tab, Key of input dock, Type of change, function of tab] + + the function of tab has inbuilt arguments of key of input dock passed in this tuple + the fucntion returns name of tab to be displayed. So this fucntion returns list in this format, + [current tab name, key that may cause the change, changed/removed, new tab name] + """ + + edit_list = [] + + t1 = (DISP_TITLE_ANGLE, KEY_SEC_PROFILE, TYPE_REMOVE_TAB, self.get_selected_tab) + edit_list.append(t1) + + t1 = (DISP_TITLE_CHANNEL, KEY_SEC_PROFILE, TYPE_REMOVE_TAB, self.get_selected_tab) + edit_list.append(t1) + + return edit_list + + def get_selected_tab(self, arg): + """ + + :return: This function have key value passed in self. This return name of the tab selected + based on the value of the key passed. + """ + if arg in ['Angles', 'Back to Back Angles', 'Star Angles']: + return DISP_TITLE_ANGLE + elif arg in [ 'Channels', 'Back to Back Channels']: + return DISP_TITLE_CHANNEL + elif arg in['Beams']: + return KEY_DISP_BEAMSEC + else: + return KEY_DISP_COLSEC + + def get_values_for_design_pref(self, key, design_dictionary): + """ + This is used to get default values for design preferences. This is called to get design dictionary, + when design preferences are not opened by the user. (Usually, design preferences is added to input dictionary + when user clicks on 'save' of design preferences) + :param key: list of keys of design preferences to be stored + :param design_dictionary: Input dock design dictionary (since for some keys, input dock values are default) + :return: returns a design preference dictionary which will be appended to input dock dictionary + """ + + if design_dictionary[KEY_MATERIAL] != 'Select Material': + fu = Material(design_dictionary[KEY_MATERIAL], 41).fu + else: + fu = '' + + val = {KEY_DP_BOLT_TYPE: 'Pre-tensioned', + KEY_DP_BOLT_HOLE_TYPE: "Standard", + KEY_DP_BOLT_SLIP_FACTOR: str(0.3), + KEY_DP_WELD_MATERIAL_G_O: fu, + KEY_DP_WELD_FAB: KEY_DP_FAB_SHOP, + KEY_DP_WELD_MATERIAL_G_O: str(fu), + KEY_DP_DETAILING_EDGE_TYPE: "Sheared or hand flame cut", + KEY_DP_DETAILING_GAP: '10', + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_CONNECTOR_MATERIAL: str(design_dictionary[KEY_MATERIAL]) + }[key] + + return val + + def refresh_input_dock(self): + + add_buttons = [] + + t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + ['Angles', 'Back to Back Angles', 'Star Angles'], "Angles") + add_buttons.append(t1) + + t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + ['Channels', 'Back to Back Channels'], "Channels") + add_buttons.append(t1) + + t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + ['Beams'], "Beams") + add_buttons.append(t1) + + t1 = (DISP_TITLE_ANGLE, KEY_SECSIZE, TYPE_COMBOBOX_CUSTOMIZED, KEY_SECSIZE_SELECTED, KEY_SEC_PROFILE, + ['Columns'], "Columns") + add_buttons.append(t1) + + return add_buttons + + def detailing_values(self, input_dictionary): + + values = {KEY_DP_DETAILING_EDGE_TYPE: 'Sheared or hand flame cut', + KEY_DP_DETAILING_GAP:"0", + KEY_DP_DETAILING_CORROSIVE_INFLUENCES: 'No'} + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + detailing = [] + + t1 = (KEY_DP_DETAILING_EDGE_TYPE, KEY_DISP_DP_DETAILING_EDGE_TYPE, TYPE_COMBOBOX, + ['Sheared or hand flame cut', 'Rolled, machine-flame cut, sawn and planed'], + values[KEY_DP_DETAILING_EDGE_TYPE]) + detailing.append(t1) + + t2 = (KEY_DP_DETAILING_GAP, KEY_DISP_DP_DETAILING_GAP, TYPE_TEXTBOX, None, values[KEY_DP_DETAILING_GAP]) + detailing.append(t2) + + t3 = (KEY_DP_DETAILING_CORROSIVE_INFLUENCES, KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES, TYPE_COMBOBOX, + ['No', 'Yes'], values[KEY_DP_DETAILING_CORROSIVE_INFLUENCES]) + detailing.append(t3) + + t4 = ("textBrowser", "", TYPE_TEXT_BROWSER, DETAILING_DESCRIPTION, None) + detailing.append(t4) + + return detailing + + def optimization_tab_column_design(self, input_dictionary): + + values = { KEY_ALLOW_UR: '1.0', KEY_OPTIMIZATION_PARA: 'Utilization Ratio', KEY_EFFECTIVE_AREA_PARA: '1.0'} #KEY_ALLOW_CLASS1: 'Yes', KEY_ALLOW_CLASS2: 'Yes', KEY_ALLOW_CLASS3: 'Yes', KEY_ALLOW_CLASS4: 'No', KEY_STEEL_COST: '50' + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + t2 = (KEY_ALLOW_UR, KEY_DISP_UR, TYPE_TEXTBOX, None, values[KEY_ALLOW_UR], 'Double Validator') + optimum.append(t2) + + t2 = (KEY_OPTIMIZATION_PARA, KEY_DISP_OPTIMIZATION_PARA, TYPE_COMBOBOX, ['Utilization Ratio'], values[KEY_OPTIMIZATION_PARA]) #, 'Cost' + optimum.append(t2) + + t2 = (KEY_EFFECTIVE_AREA_PARA, KEY_DISP_EFFECTIVE_AREA_PARA, TYPE_TEXTBOX, None, values[KEY_EFFECTIVE_AREA_PARA]) + optimum.append(t2) + + t4 = (None, None, TYPE_ENTER, None, None) + optimum.append(t4) + + # t5 = (None, KEY_DISP_SECTION_DEFINITION_DP, TYPE_TITLE, None, None) + # optimum.append(t5) + # + # t1 = (KEY_ALLOW_CLASS1, KEY_DISP_CLASS1, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS1]) + # optimum.append(t1) + # + # t1 = (KEY_ALLOW_CLASS2, KEY_DISP_CLASS2, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS2]) + # optimum.append(t1) + # + # t1 = (KEY_ALLOW_CLASS3, KEY_DISP_CLASS3, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS3]) + # optimum.append(t1) + # + # t1 = (KEY_ALLOW_CLASS4, KEY_DISP_CLASS4, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS4]) + # optimum.append(t1) + + t4 = (None, None, TYPE_ENTER, None, None) + optimum.append(t4) + + # t5 = (None, KEY_DISP_OPTIMIZATION_STEEL_COST, TYPE_TITLE, None, None) + # optimum.append(t5) + # + # t1 = (KEY_STEEL_COST, KEY_DISP_STEEL_COST, TYPE_TEXTBOX, None, values[KEY_STEEL_COST]) + # optimum.append(t1) + + t7 = (None, None, TYPE_ENTER, None, None) + optimum.append(t7) + + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, COLUMN_OPTIMIZATION_DESCRIPTION, None) + optimum.append(t9) + + return optimum + + def optimization_tab_strut_design(self, input_dictionary): + print(f"optimization_tab_strut_design input_dictionary {input_dictionary}") + values = { + KEY_ALLOW_UR: '1.0', KEY_EFFECTIVE_AREA_PARA: '1.0', KEY_Buckling_Out_plane: '1.0', KEY_Buckling_In_plane: '1.0', + KEY_ALLOW_LOAD : Load_type1, KEY_BOLT_Number : '1.0', KEY_PLATETHK : '8'} #KEY_ALLOW_CLASS: 'Yes', KEY_OPTIMIZATION_PARA: 'Utilization Ratio', KEY_STEEL_COST: '50', + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + t2 = (KEY_ALLOW_UR, KEY_DISP_UR, TYPE_TEXTBOX, None, values[KEY_ALLOW_UR]) + optimum.append(t2) + + t2 = ( + KEY_EFFECTIVE_AREA_PARA, KEY_DISP_EFFECTIVE_AREA_PARA, TYPE_TEXTBOX, None, values[KEY_EFFECTIVE_AREA_PARA]) + optimum.append(t2) + + t1 = (None, Buckling_Type, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t1) + + if KEY_SEC_PROFILE in input_dictionary: + if input_dictionary[KEY_SEC_PROFILE] == Profile_name_1: + t2 = (KEY_Buckling_Out_plane, Buckling_Out_plane, TYPE_TEXTBOX, None, values[KEY_Buckling_Out_plane]) + optimum.append(t2) + + t2 = (KEY_Buckling_In_plane, Buckling_In_plane, TYPE_TEXTBOX, None, values[KEY_Buckling_In_plane]) + optimum.append(t2) + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_3: + values[KEY_Buckling_Out_plane] = '1.0' + values[KEY_Buckling_In_plane] = '0.85' + t2 = (KEY_Buckling_Out_plane, Buckling_Out_plane, TYPE_TEXTBOX, None, values[KEY_Buckling_Out_plane]) + optimum.append(t2) + + t2 = (KEY_Buckling_In_plane, Buckling_In_plane, TYPE_TEXTBOX, None, + values[KEY_Buckling_In_plane]) + optimum.append(t2) + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_2: + values[KEY_Buckling_Out_plane] = '1.0' + values[KEY_Buckling_In_plane] = '0.85' + t2 = (KEY_Buckling_Out_plane, Buckling_Out_plane, TYPE_TEXTBOX, None, values[KEY_Buckling_Out_plane]) + optimum.append(t2) + + t2 = (KEY_Buckling_In_plane, Buckling_In_plane, TYPE_TEXTBOX, None, + values[KEY_Buckling_In_plane]) + optimum.append(t2) + + + t4 = (None, None, TYPE_ENTER, None, None) + optimum.append(t4) + + if KEY_SEC_PROFILE in input_dictionary: + if input_dictionary[KEY_SEC_PROFILE] == Profile_name_1: + t1 = (KEY_ALLOW_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, Strut_load, values[KEY_ALLOW_LOAD]) + optimum.append(t1) + + t1 = (None, End_Connection_title, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t1) + + t5 = (KEY_BOLT_Number, Strut_Bolt_Number, TYPE_TEXTBOX, None, values[KEY_BOLT_Number]) + optimum.append(t5) + + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_2: + values[KEY_ALLOW_LOAD] = Load_type2 + t1 = (KEY_ALLOW_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, [Load_type2], values[KEY_ALLOW_LOAD]) + optimum.append(t1) + + t4 = (None, None, TYPE_ENTER, None, None) + optimum.append(t4) + + t13 = (None, KEY_DISP_GUSSET, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t13) + + t1 = (KEY_PLATETHK, KEY_GUSSET, TYPE_COMBOBOX, PLATE_THICKNESS_SAIL, values[KEY_PLATETHK])#, KEY_GUSSET, TYPE_COMBOBOX, PLATE_THICKNESS_SAIL, True, 'No Validator' + optimum.append(t1) + + t1 = (None, End_Connection_title, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t1) + + t5 = (KEY_BOLT_Number, Strut_Bolt_Number, TYPE_TEXTBOX, None, values[KEY_BOLT_Number]) + optimum.append(t5) + + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_3: + values[KEY_BOLT_Number] = '2' + t1 = (KEY_ALLOW_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, [Load_type1], Load_type1) + optimum.append(t1) + + t4 = (None, None, TYPE_ENTER, None, None) + optimum.append(t4) + + t13 = (None, KEY_DISP_GUSSET, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t13) + + t1 = (KEY_PLATETHK, KEY_GUSSET, TYPE_COMBOBOX, PLATE_THICKNESS_SAIL, + values[KEY_PLATETHK]) # , KEY_GUSSET, TYPE_COMBOBOX, PLATE_THICKNESS_SAIL, True, 'No Validator' + optimum.append(t1) + + # t1 = (None, End_Connection_title, TYPE_TITLE, None, True, 'No Validator') + # optimum.append(t1) + # + # t5 = (KEY_BOLT_Number, Strut_Bolt_Number, TYPE_TEXTBOX, None, values[KEY_BOLT_Number]) + # optimum.append(t5) + else: + t1 = (KEY_ALLOW_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, ['Concentric Load', 'Leg Load'], values[KEY_ALLOW_LOAD]) + + + + # + # t1 = (KEY_STEEL_COST, KEY_DISP_STEEL_COST, TYPE_TEXTBOX, None, values[KEY_STEEL_COST]) + # optimum.append(t1) + + t7 = (None, None, TYPE_ENTER, None, None) + optimum.append(t7) + + + if KEY_SEC_PROFILE in input_dictionary: + if input_dictionary[KEY_SEC_PROFILE] == Profile_name_1: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, STRUT_OPTIMIZATION_DESCRIPTION + Single_Angle_Out_Plane + Single_Angle_In_Plane, None) + + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_2: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, STRUT_OPTIMIZATION_DESCRIPTION + Double_angle_same_gusset + Same_Side_of_Gusset_Out_Plane + Same_Side_of_Gusset_In_Plane, None) + + elif input_dictionary[KEY_SEC_PROFILE] == Profile_name_3: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, STRUT_OPTIMIZATION_DESCRIPTION + Double_angle_opposite_gusset + Opposite_Side_of_Gusset_Out_Plane + Opposite_Side_of_Gusset_In_Plane, None) + else: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, STRUT_OPTIMIZATION_DESCRIPTION, None) + optimum.append(t9) + + return optimum + + def optimization_tab_flexure_design(self, input_dictionary): + print(f"optimization_tab_flexure_design input_dictionary {input_dictionary}") + values = { + KEY_EFFECTIVE_AREA_PARA: '1.0', KEY_ALLOW_CLASS: 'Yes', KEY_LOAD : 'Normal', KEY_LENGTH_OVERWRITE :'NA', KEY_BEARING_LENGTH: 'NA'} # , KEY_ShearBucklingOption : KEY_DISP_SB_Option[0] + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + # t2 = (KEY_ALLOW_UR, KEY_DISP_UR, TYPE_TEXTBOX, None, values[KEY_ALLOW_UR]) + # optimum.append(t2) + + t2 = ( + KEY_EFFECTIVE_AREA_PARA, KEY_DISP_EFFECTIVE_AREA_PARA, TYPE_TEXTBOX, None, values[KEY_EFFECTIVE_AREA_PARA]) + optimum.append(t2) + + t1 = (KEY_ALLOW_CLASS, KEY_DISP_CLASS, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS]) + optimum.append(t1) + + t1 = (KEY_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, KEY_DISP_LOAD_list, values[KEY_LOAD]) + optimum.append(t1) + + t2 = ( + KEY_LENGTH_OVERWRITE, KEY_DISPP_LENGTH_OVERWRITE, TYPE_TEXTBOX, None, values[KEY_LENGTH_OVERWRITE]) + optimum.append(t2) + + t2 = ( + KEY_BEARING_LENGTH, KEY_DISP_BEARING_LENGTH + ' (mm)', TYPE_TEXTBOX, None, values[KEY_BEARING_LENGTH]) + optimum.append(t2) + + print("input_dictionary",input_dictionary) + + + if KEY_MODULE in input_dictionary: + if input_dictionary[KEY_MODULE] == KEY_DISP_FLEXURE: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, FLEXURE_OPTIMIZATION_DESCRIPTION_SimplySupp , None) + optimum.append(t9) + else: + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, FLEXURE_OPTIMIZATION_DESCRIPTION_Canti , None) + optimum.append(t9) + + # t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True, 'No Validator') + # optimum.append(t1) + # t2 = (KEY_ShearBucklingOption, KEY_ShearBuckling, TYPE_COMBOBOX, KEY_DISP_SB_Option, values[KEY_ShearBucklingOption]) + # optimum.append(t2) + # t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, FLEXURE_OPTIMIZATION_DESCRIPTION , None) + + + return optimum + def optimization_tab_plate_girder_design(self, input_dictionary): + print(f"optimization_tab_flexure_design input_dictionary {input_dictionary}") + values = { + KEY_EFFECTIVE_AREA_PARA: '1.0', KEY_ALLOW_CLASS: 'Yes', KEY_LOAD : 'Normal', KEY_LENGTH_OVERWRITE :'NA', KEY_BEARING_LENGTH: 'NA', + KEY_ShearBucklingOption : KEY_DISP_SB_Option[0]} + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + t2 = ( + KEY_EFFECTIVE_AREA_PARA, KEY_DISP_EFFECTIVE_AREA_PARA, TYPE_TEXTBOX, None, values[KEY_EFFECTIVE_AREA_PARA]) + optimum.append(t2) + + t1 = (KEY_ALLOW_CLASS, KEY_DISP_CLASS, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS]) + optimum.append(t1) + + t1 = (KEY_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, KEY_DISP_LOAD_list, values[KEY_LOAD]) + optimum.append(t1) + + t2 = ( + KEY_LENGTH_OVERWRITE, KEY_DISPP_LENGTH_OVERWRITE, TYPE_TEXTBOX, None, values[KEY_LENGTH_OVERWRITE]) + optimum.append(t2) + + t2 = ( + KEY_BEARING_LENGTH, KEY_DISP_BEARING_LENGTH + ' (mm)', TYPE_TEXTBOX, None, values[KEY_BEARING_LENGTH]) + optimum.append(t2) + + t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t1) + t2 = (KEY_ShearBucklingOption, KEY_ShearBuckling, TYPE_COMBOBOX, KEY_DISP_SB_Option, values[KEY_ShearBucklingOption]) + optimum.append(t2) + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, FLEXURE_OPTIMIZATION_DESCRIPTION , None) + optimum.append(t9) + + return optimum + + def optimization_tab_welded_plate_girder_design(self, input_dictionary): + print(f"optimization_tab_flexure_design input_dictionary {input_dictionary}") + values = { + KEY_EFFECTIVE_AREA_PARA: '1.0', KEY_ALLOW_CLASS: 'Yes', KEY_LOAD : 'Normal', KEY_LENGTH_OVERWRITE :'NA', + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + t2 = ( + KEY_EFFECTIVE_AREA_PARA, KEY_DISP_EFFECTIVE_AREA_PARA, TYPE_TEXTBOX, None, values[KEY_EFFECTIVE_AREA_PARA]) + optimum.append(t2) + + t1 = (KEY_ALLOW_CLASS, KEY_DISP_CLASS, TYPE_COMBOBOX, ['Yes', 'No'], values[KEY_ALLOW_CLASS]) + optimum.append(t1) + + t1 = (KEY_LOAD, KEY_DISP_LOAD, TYPE_COMBOBOX, KEY_DISP_LOAD_list, values[KEY_LOAD]) + optimum.append(t1) + + t2 = ( + KEY_LENGTH_OVERWRITE, KEY_DISPP_LENGTH_OVERWRITE, TYPE_TEXTBOX, None, values[KEY_LENGTH_OVERWRITE]) + optimum.append(t2) + + doc_text = """ +

    Effective Area Parameter is the parameter used to define the reduction in the area of the section due to + connection detailing and other such requirements. The default value of this parameter is set at 1.0, which means + that the effective area is 100% of the gross area for Plastic, Compact and Semi-compact sections.

    +

    For Slender sections, the initial area will be computed based on the recommendations in Fig.2B of the National + Building Code (2016). The value of the parameter should be defined in terms of the effective area to be considered for + design simulation after deducting the area lost.

    +

    The maximum value of the parameter is 1.0 (effective area is 100% of the gross area) with a minimum value of 0.1.

    +
    +

    Effective Length is the parameter used to overwrite the length multiplier. The default value of this ratio is set at NA. + The value can be re-defined for any particular design session with a minimum of 0.1. If an invalid value is given, it is set to NA or 1.0.

    +

    For simply supported beams of overall depth D and span length L, the effective length LLT is given by the table below.

    + """ + + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, doc_text , None) + optimum.append(t9) + + return optimum + + def Stiffener_design(self, input_dictionary): + optimum = [] + values = {KEY_IntermediateStiffener:'Yes', + KEY_IntermediateStiffener_spacing:'NA', + KEY_LongitudnalStiffener:'Yes', + KEY_IntermediateStiffener_thickness:'6', + KEY_LongitudnalStiffener_thickness:'6', + KEY_ShearBucklingOption : KEY_DISP_SB_Option[0] + + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + t8 = (KEY_IntermediateStiffener, KEY_DISP_IntermediateStiffener, TYPE_COMBOBOX, ['Yes','No'], values[KEY_IntermediateStiffener]) + optimum.append(t8) + + t8 = (KEY_IntermediateStiffener_spacing, KEY_DISP_IntermediateStiffener_spacing, TYPE_TEXTBOX, None, values[KEY_IntermediateStiffener_spacing]) + optimum.append(t8) + t9 = (KEY_LongitudnalStiffener, KEY_DISP_LongitudnalStiffener, TYPE_COMBOBOX, ['Yes','No'], values[KEY_LongitudnalStiffener]) + optimum.append(t9) + t10 = (KEY_IntermediateStiffener_thickness, KEY_DISP_IntermediateStiffener_thickness, TYPE_COMBOBOX, ['All','Customized'], values[KEY_IntermediateStiffener_thickness]) + optimum.append(t10) + t11 = (KEY_LongitudnalStiffener_thickness,KEY_DISP_LongitudnalStiffener_thickness,TYPE_COMBOBOX,['All','Customized'],values[KEY_LongitudnalStiffener_thickness]) + optimum.append(t11) + t1 = (None, KEY_WEB_BUCKLING, TYPE_TITLE, None, True, 'No Validator') + optimum.append(t1) + t2 = (KEY_ShearBucklingOption, KEY_ShearBuckling, TYPE_COMBOBOX, KEY_DISP_SB_Option, values[KEY_ShearBucklingOption]) + optimum.append(t2) + + stiffener_doc = """ +
    + +

    Intermediate and Longitudinal Stiffeners

    + +

    Intermediate stiffeners are structural elements designed to provide additional support and reinforcement along the length of a beam or girder. Provision of intermediate transverse stiffeners is based on the shear buckling strength of webs in I-section girders.

    + +

    Clause 8.7.2 discusses the provisions for intermediate transverse stiffener design.

    + +
    + +

    Longitudinal Stiffeners

    + +

    Longitudinal stiffeners increase the buckling resistance of the web. These stiffeners remain straight and subdivide the web into smaller panels, thereby limiting web buckling to smaller regions.

    + +

    Clause 8.7.13 explains when horizontal stiffeners are added in addition to vertical stiffeners.

    + +
    + +

    Shear Buckling Design Methods

    + +

    Clause 8.4.2.2 of IS 800:2007 provides the design calculations for shear buckling methods.

    + +

    Post-Critical Method

    +

    The Post-Critical method (Simple Post-Critical method) applies to both unstiffened and stiffened webs, provided transverse stiffeners are present at supports. It offers a straightforward way to evaluate shear buckling strength while considering stiffener influence and critical buckling stress.

    + +

    Tension Field Method (TFA)

    +

    The Tension Field method is mainly used for steel plate girders. It considers redistribution of internal forces in the web to enhance load-carrying capacity.

    + +

    Here, the web behaves like a tension field where diagonal tension struts form between flanges and web panel points, improving shear resistance.

    + +
    + +

    Key Functions of Longitudinal Stiffeners

    +
      +
    • Increase web buckling resistance
      • +
    • Subdivide the web into smaller panels
      • +
    • Reduce slenderness of individual web panels
      • +
    • Improve shear capacity
      • +
    + +
    + """ + + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, stiffener_doc , None) + optimum.append(t9) + return optimum + + def girder_geometry(self, input_dictionary): + values = { + KEY_IS_IT_SYMMETRIC : 'Symmetrical' + } + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + optimum = [] + + t2 = (KEY_IS_IT_SYMMETRIC, KEY_DISP_IS_IT_SYMMETRIC, TYPE_COMBOBOX, KEY_DISP_SYMMETRIC_list, values[KEY_IS_IT_SYMMETRIC]) + optimum.append(t2) + + return optimum + + + def tab_girder_sec(self, input_dictionary): + """ + Create the Girder Section tab for design preferences. + Values are synced from the main input dock when available. + + Args: + input_dictionary: Dictionary containing current input values from main dock + """ + # Get material info from database + material = connectdb("Material", call_type="popup") + + # Use material from input_dictionary if available, otherwise use database default + if KEY_MATERIAL in input_dictionary and input_dictionary[KEY_MATERIAL] not in ['', None, 'Select Material']: + material_grade = input_dictionary[KEY_MATERIAL] + else: + material_grade = material[1] + + # Get web thickness for proper thickness-dependent Fy calculation + if KEY_WEB_THICKNESS_PG in input_dictionary and input_dictionary[KEY_WEB_THICKNESS_PG]: + web_thk_list = input_dictionary[KEY_WEB_THICKNESS_PG] + + # If 'All' is selected, use the standard list of thicknesses + if web_thk_list == 'All': + web_thk_list = PLATE_THICKNESS_SAIL + + if isinstance(web_thk_list, list) and len(web_thk_list) > 0: + web_thickness = str(web_thk_list[0]) + thickness_for_mat = float(web_thk_list[0]) + else: + web_thickness = str(web_thk_list) if web_thk_list else '10' + thickness_for_mat = float(web_thk_list) if web_thk_list else 20 + else: + web_thickness = '10' + thickness_for_mat = 20 + + mat = Material(material_grade, thickness_for_mat) + fu = mat.fu + fy = mat.fy + m_o_e = 200 # Modulus of Elasticity (GPa) + m_o_r = 76.9 # Modulus of Rigidity (GPa) + p_r = 0.3 # Poisson's Ratio + t_e = 12 # Thermal Expansion (Ɨ10ā»ā¶/Ā°C) + + # Get dimensions from input_dictionary if available, otherwise use defaults + if KEY_OVERALL_DEPTH_PG in input_dictionary and input_dictionary[KEY_OVERALL_DEPTH_PG]: + tot_depth = str(input_dictionary[KEY_OVERALL_DEPTH_PG]) + else: + tot_depth = '750' + + if KEY_TOP_Bflange_PG in input_dictionary and input_dictionary[KEY_TOP_Bflange_PG]: + top_flange_width = str(input_dictionary[KEY_TOP_Bflange_PG]) + else: + top_flange_width = '300' + + if KEY_TOP_FLANGE_THICKNESS_PG in input_dictionary and input_dictionary[KEY_TOP_FLANGE_THICKNESS_PG]: + tf_top_list = input_dictionary[KEY_TOP_FLANGE_THICKNESS_PG] + + if tf_top_list == 'All': + tf_top_list = PLATE_THICKNESS_SAIL + + if isinstance(tf_top_list, list) and len(tf_top_list) > 0: + top_flange_thickness = str(tf_top_list[0]) + else: + top_flange_thickness = str(tf_top_list) if tf_top_list else '15' + else: + top_flange_thickness = '15' + + if KEY_BOTTOM_Bflange_PG in input_dictionary and input_dictionary[KEY_BOTTOM_Bflange_PG]: + bottom_flange_width = str(input_dictionary[KEY_BOTTOM_Bflange_PG]) + else: + bottom_flange_width = '400' + + if KEY_BOTTOM_FLANGE_THICKNESS_PG in input_dictionary and input_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG]: + tf_bot_list = input_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG] + + if tf_bot_list == 'All': + tf_bot_list = PLATE_THICKNESS_SAIL + + if isinstance(tf_bot_list, list) and len(tf_bot_list) > 0: + bottom_flange_thickness = str(tf_bot_list[0]) + else: + bottom_flange_thickness = str(tf_bot_list) if tf_bot_list else '20' + else: + bottom_flange_thickness = '20' + + # Initialize section property values (will be calculated by Unsymm_I_Section_properties) + mass = '' + area = '' + mom_inertia_z = '' + mom_inertia_y = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + torsion_const = '' + warping_const = '' + image = VALUES_IMG_BEAM[0] + + + + + + section = [] + + t2 = (None, KEY_DISP_MECH_PROP, TYPE_TITLE, None, None) + section.append(t2) + + t34 = (KEY_SEC_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, material, material_grade) + section.append(t34) + + t3 = (KEY_SEC_FU, KEY_DISP_FU, TYPE_TEXTBOX, None, fu) + section.append(t3) + + t4 = (KEY_SEC_FY, KEY_DISP_FY, TYPE_TEXTBOX, None, fy) + section.append(t4) + + t15 = ('Label_1', KEY_DISP_MOD_OF_ELAST, TYPE_TEXTBOX, None, m_o_e) + section.append(t15) + + t16 = ('Label_2', KEY_DISP_MOD_OF_RIGID, TYPE_TEXTBOX, None, m_o_r) + section.append(t16) + + t31 = ('Label_3', KEY_DISP_POISSON_RATIO, TYPE_TEXTBOX, None, p_r) + section.append(t31) + + t32 = ('Label_4', KEY_DISP_THERMAL_EXP, TYPE_TEXTBOX, None, t_e) + section.append(t32) + + t14 = ('Label_5', KEY_DISP_TYPE, TYPE_COMBOBOX, ['Welded'], 'Welded') + section.append(t14) + + t5 = (None, KEY_DISP_DIMENSIONS, TYPE_TITLE, None, None) + section.append(t5) + + t6 = ('Label_6', KEY_DISP_OVERALL_DEPTH_PG, TYPE_TEXTBOX, None, tot_depth) + section.append(t6) + + t9 = ('Label_7', KEY_DISP_WEB_THICKNESS_PG, TYPE_TEXTBOX, None, web_thickness) + section.append(t9) + + t7 = ('Label_8',KEY_DISP_TOP_Bflange_PG , TYPE_TEXTBOX, None, top_flange_width) + section.append(t7) + + t8 = ('Label_9', KEY_DISP_TOP_FLANGE_THICKNESS_PG, TYPE_TEXTBOX, None, top_flange_thickness) + section.append(t8) + + t7 = ('Label_10',KEY_DISP_BOTTOM_Bflange_PG , TYPE_TEXTBOX, None, bottom_flange_width) + section.append(t7) + + t8 = ('Label_11', KEY_DISP_BOTTOM_FLANGE_THICKNESS_PG, TYPE_TEXTBOX, None, bottom_flange_thickness) + section.append(t8) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t17 = (None, KEY_DISP_SEC_PROP, TYPE_TITLE, None, None) + section.append(t17) + + t18 = ('Label_12', KEY_DISP_MASS, TYPE_TEXTBOX, None, mass) + section.append(t18) + + t19 = ('Label_13', KEY_DISP_AREA, TYPE_TEXTBOX, None, area) + section.append(t19) + + t20 = ('Label_14', KEY_DISP_MOA_IZ, TYPE_TEXTBOX, None, mom_inertia_z) + section.append(t20) + + t21 = ('Label_15', KEY_DISP_MOA_IY, TYPE_TEXTBOX, None, mom_inertia_y) + section.append(t21) + + t22 = ('Label_16', KEY_DISP_ROG_RZ, TYPE_TEXTBOX, None, rad_of_gy_z) + section.append(t22) + + t23 = ('Label_17', KEY_DISP_ROG_RY, TYPE_TEXTBOX, None, rad_of_gy_y) + section.append(t23) + + t24 = ('Label_18', KEY_DISP_EM_ZZ, TYPE_TEXTBOX, None, elast_sec_mod_z) + section.append(t24) + + t25 = ('Label_19', KEY_DISP_EM_ZY, TYPE_TEXTBOX, None, elast_sec_mod_y) + section.append(t25) + + t26 = ('Label_20', KEY_DISP_PM_ZPZ, TYPE_TEXTBOX, None, plast_sec_mod_z) + section.append(t26) + + t27 = ('Label_21', KEY_DISP_PM_ZPY, TYPE_TEXTBOX, None, plast_sec_mod_y) + section.append(t27) + + t26 = ('Label_22', KEY_DISP_It, TYPE_TEXTBOX, None, torsion_const) + section.append(t26) + + t27 = ('Label_23', KEY_DISP_Iw, TYPE_TEXTBOX, None, warping_const) + section.append(t27) + + t13 = (None, None, TYPE_BREAK, None, None) + section.append(t13) + + t17 = (None, 'Dynamic Image', TYPE_TITLE, None, None) + section.append(t17) + + t33 = (KEY_IMAGE, None, TYPE_IMAGE, None, image) + section.append(t33) + + return section + + + def deflection_values(self, input_dictionary): + + values = {} + + for key in values.keys(): + if key in input_dictionary.keys(): + values[key] = input_dictionary[key] + + deflection = [] + + t1 = (KEY_STR_TYPE,KEY_DISP_STR_TYPE, TYPE_COMBOBOX, KEY_DISP_STR_TYPE_list, KEY_DISP_STR_TYPE_list[0]) + deflection.append(t1) + t2 = (KEY_DESIGN_LOAD, KEY_DISP_DESIGN_LOAD, TYPE_COMBOBOX, VALUE_DESIGN_LOAD_list, VALUE_DESIGN_LOAD_list[0]) + deflection.append(t2) + t3 = (KEY_MEMBER_OPTIONS,KEY_DISP_MEMBER_OPTIONS, TYPE_COMBOBOX, VALUES_MEMBER_OPTIONS[0], VALUES_MEMBER_OPTIONS[0][0]) + deflection.append(t3) + t4 = (KEY_SUPPORTING_OPTIONS,KEY_DISP_SUPPORTING_OPTIONS, TYPE_COMBOBOX, VALUES_SUPPORTING_OPTIONS_DEF, VALUES_SUPPORTING_OPTIONS_DEF[0]) + deflection.append(t4) + t5 = (KEY_MAX_DEFL,KEY_DISP_MAX_DEFL, TYPE_TEXTBOX, None , VALUES_MAX_DEFL[0]) + deflection.append(t5) + t9 = ("textBrowser", "", TYPE_TEXT_BROWSER, PLATE_GIRDER_DEFLECTION_TABLE , None) + deflection.append(t9) + return deflection + ######################################## + # Design Preference Functions End + ######################################## + + def get_fu_fy_I_section_plate_girder(self, input): + material_grade = input[0] + # Get web thickness from input if available, default to 20mm for consistent behavior + try: + web_thickness = float(input[1]) if len(input) > 1 and input[1] else 20 + except (ValueError, TypeError): + web_thickness = 20 + + fu = '' + fy = '' + if material_grade != "Select Material": + # Use actual web thickness for thickness-dependent Fy per IS 2062 + material = Material(material_grade, web_thickness) + fu = material.fu + fy = material.fy + else: + pass + + d = { + KEY_SEC_FU: fu, + KEY_SEC_FY: fy} + + return d + + def Unsymm_I_Section_properties(self, input): + """ + Calculate section properties for unsymmetrical I-sections. + + Args: + input: List containing [total_depth, web_thickness, top_flange_width, + top_flange_thickness, bottom_flange_width, bottom_flange_thickness, fy] + + Returns: + Dictionary with calculated section properties for Labels 12-23 + """ + # Initialize with empty strings for return values + mass = '' + area = '' + mom_inertia_z = '' + mom_inertia_y = '' + rad_of_gy_z = '' + rad_of_gy_y = '' + elast_sec_mod_z = '' + elast_sec_mod_y = '' + plast_sec_mod_z = '' + plast_sec_mod_y = '' + torsion_const = '' + warping_const = '' + + try: + # Validate input + if not input or len(input) < 6: + return { + 'Label_12': mass, 'Label_13': area, + 'Label_14': mom_inertia_z, 'Label_15': mom_inertia_y, + 'Label_16': rad_of_gy_z, 'Label_17': rad_of_gy_y, + 'Label_18': elast_sec_mod_z, 'Label_19': elast_sec_mod_y, + 'Label_20': plast_sec_mod_z, 'Label_21': plast_sec_mod_y, + 'Label_22': torsion_const, 'Label_23': warping_const + } + + # Check if all required values are non-empty + for i in range(6): + if input[i] == '' or input[i] is None: + return { + 'Label_12': mass, 'Label_13': area, + 'Label_14': mom_inertia_z, 'Label_15': mom_inertia_y, + 'Label_16': rad_of_gy_z, 'Label_17': rad_of_gy_y, + 'Label_18': elast_sec_mod_z, 'Label_19': elast_sec_mod_y, + 'Label_20': plast_sec_mod_z, 'Label_21': plast_sec_mod_y, + 'Label_22': torsion_const, 'Label_23': warping_const + } + + # Parse input values + # Input order from tab_value_changed: Label_6=depth, Label_7=web_thk, Label_8=top_flange_width, + # Label_9=top_flange_thk, Label_10=bot_flange_width, Label_11=bot_flange_thk + print(f"Unsymm_I_Section_properties inputs: {input}") + t_d = float(input[0]) # Total depth + w_t = float(input[1]) # Web thickness + t_f_w = float(input[2]) # Top flange width + t_f_t = float(input[3]) # Top flange thickness + b_f_w = float(input[4]) # Bottom flange width + b_f_t = float(input[5]) # Bottom flange thickness + + pc = Unsymmetrical_I_Section_Properties() + + mass = pc.calc_mass(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + area = pc.calc_area(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + mom_inertia_z = pc.calc_MomentOfAreaZ(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + mom_inertia_y = pc.calc_MomentOfAreaY(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + rad_of_gy_z = pc.calc_RadiusOfGyrationZ(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + rad_of_gy_y = pc.calc_RadiusOfGyrationY(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + elast_sec_mod_z = pc.calc_ElasticModulusZz(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + elast_sec_mod_y = pc.calc_ElasticModulusZy(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + plast_sec_mod_z = pc.calc_PlasticModulusZ(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + plast_sec_mod_y = pc.calc_PlasticModulusY(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + torsion_const = pc.calc_TorsionConstantIt(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + warping_const = pc.calc_WarpingConstantIw(t_d, t_f_w, b_f_w, w_t, t_f_t, b_f_t) + print(f" Calculated: mass={mass}, area={area}, Izz={mom_inertia_z}, Iyy={mom_inertia_y}, Zez={elast_sec_mod_z}, Zpz={plast_sec_mod_z}") + + except (ValueError, TypeError, IndexError) as e: + # If any conversion fails, return empty values + pass + + + + + return {'Label_12': str(mass), + 'Label_13': str(area), + 'Label_14': str(mom_inertia_z), + 'Label_15': str(mom_inertia_y), + 'Label_16': str(rad_of_gy_z), + 'Label_17': str(rad_of_gy_y), + 'Label_18': str(elast_sec_mod_z), + 'Label_19': str(elast_sec_mod_y), + 'Label_20': str(plast_sec_mod_z), + 'Label_21': str(plast_sec_mod_y), + 'Label_22': str(torsion_const), + 'Label_23': str(warping_const) + } + + + + @staticmethod + def grdval_customized(): + b = VALUES_GRD_CUSTOMIZED + return b + + @staticmethod + def diam_bolt_customized(): + c = connectdb1() + return c + + @staticmethod + def plate_thick_customized(): + d = VALUES_PLATETHK_CUSTOMIZED + return d + + @staticmethod + def plate_thick_customized_IS(): + d = PLATE_THICKNESS_SAIL + return d + # + # @staticmethod + # def size_customized(): + # d = VALUES_SIZE_CUSTOMIZED + # return d + + # def input_value_changed(self): + # pass + + def set_input_values(self, design_dictionary): + pass + # self.mainmodule = "Tension" + # self.connectivity = design_dictionary[KEY_CONN] + + # if self.connectivity in VALUES_CONN_1: + # self.supporting_section = Column(designation=design_dictionary[KEY_SUPTNGSEC], material_grade=design_dictionary[KEY_MATERIAL]) + # else: + # self.supporting_section = Beam(designation=design_dictionary[KEY_SUPTNGSEC], material_grade=design_dictionary[KEY_MATERIAL]) + + + def new_material(self, input): + + selected_material = input[0] + if selected_material in ["Custom","Custom Section"]: + return True + else: + return False + + ###################################### + # Function for individual component calls in 3D view + ###################################### + def get_3d_components(self): + components = [] + + t1 = ('Model', self.call_3DModel) + components.append(t1) + + t1 = ('Member', self.call_3DMember) + components.append(t1) + + t2 = ('Plate', self.call_3DPlate) + components.append(t2) + + # t3 = ('Endplate', self.call_3DEndplate) + # components.append(t3) + + return components + + def call_3DPlate(self, ui, bgcolor): + + for chkbox in ui.findChildren(QtWidgets.QCheckBox): + if chkbox.objectName() == 'Plate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Plate", bgcolor) + + def call_3DMember(self, ui, bgcolor): + + for chkbox in ui.findChildren(QtWidgets.QCheckBox): + if chkbox.objectName() == 'Member': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Member", bgcolor) + + + def call_3DEndplate(self, ui, bgcolor): + + for chkbox in ui.findChildren(QtWidgets.QCheckBox): + if chkbox.objectName() == 'Endplate': + continue + if isinstance(chkbox, QCheckBox): + chkbox.setChecked(False) + ui.commLogicObj.display_3DModel("Endplate", bgcolor) diff --git a/osdag_core/design_type/plate_girder/__init__.py b/osdag_core/design_type/plate_girder/__init__.py new file mode 100644 index 000000000..9a06086a8 --- /dev/null +++ b/osdag_core/design_type/plate_girder/__init__.py @@ -0,0 +1,15 @@ +""" +================================================================================ +pyswarm: Particl swarm optimization (PSO) with constraint support +================================================================================ + +Author: Abraham Lee +Copyright: 2013-2014 + +""" +# from __future__ import absolute_import + +__author__ = 'Abraham Lee' +__version__ = '0.6' + +from .pso import * diff --git a/osdag_core/design_type/plate_girder/checks/__init__.py b/osdag_core/design_type/plate_girder/checks/__init__.py new file mode 100644 index 000000000..282212b42 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/__init__.py @@ -0,0 +1,18 @@ +""" +Plate Girder Design Checks - Skip Configuration + +Only checks that are FULLY INDEPENDENT can be skipped: +- Deflection: Does not depend on any other check, nothing depends on it + +Usage: + from ..checks import SKIP_DEFLECTION + + # In plate_girder.py, before deflection check: + if not SKIP_DEFLECTION: + # run deflection check + +To skip deflection, set this to True before running design. +""" + +# Independent checks that can be safely skipped +SKIP_DEFLECTION: bool = True diff --git a/osdag_core/design_type/plate_girder/checks/deflection.py b/osdag_core/design_type/plate_girder/checks/deflection.py new file mode 100644 index 000000000..3ead32836 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/deflection.py @@ -0,0 +1,157 @@ +from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties +from ....Common import * + +def deflection_from_moment_kNm_mm(M_kNm, L_mm, E, I, case): + """ + Compute max mid-span deflection from bending moment. + + Unit System (consistent mm units): + - M_kNm: Bending moment in kNĀ·m (converted to NĀ·mm internally) + - L_mm: Span length in mm + - E: Young's modulus in MPa (N/mmĀ²) + - I: Second moment of area in mmā“ + - Result: Deflection in mm + + Parameters + ---------- + M_kNm : float + Max bending moment in kNĀ·m. + L_mm : float + Span length in mm. + E : float + Young's modulus in MPa (N/mmĀ²). + I : float + Second moment of area in mmā“. + case : str + Loading case constant from constants.py. + + Returns + ------- + delta : float + Mid-span deflection in mm. + + Note: + Deflection formula derivation: + For simply supported beam with UDL: Ī“ = 5wLā“/(384EI) + Since M_max = wLĀ²/8 for UDL, w = 8M/LĀ² + Substituting: Ī“ = 5(8M/LĀ²)Lā“/(384EI) = 5MLĀ²/(48EI) + + The factor 1.5 in original formula was incorrect. + Correct formula uses: pref = M * LĀ² / (E * I) + """ + # Convert M from kNĀ·m to NĀ·mm (1 kNĀ·m = 10^6 NĀ·mm) + M = M_kNm * 1e6 # NĀ·mm + + # Base term: M * LĀ² / (E * I) with consistent mm units + # M: NĀ·mm, L: mm, E: N/mmĀ², I: mmā“ + # Result: (NĀ·mm Ɨ mmĀ²) / (N/mmĀ² Ɨ mmā“) = mm [Correct!] + pref = M * L_mm ** 2 / (E * I) + + # Deflection coefficients based on loading case + # IS 800:2007 Table 6 / Standard beam deflection formulas + if case == KEY_DISP_UDL_PIN_PIN_PG: + # Simply supported with UDL: Ī“ = 5MLĀ²/(48EI) + return (5 / 48) * pref + elif case == KEY_DISP_UDL_FIX_FIX_PG: + # Fixed-fixed with UDL: Ī“ = MLĀ²/(32EI) + return (1 / 32) * pref + elif case == KEY_DISP_PL_PIN_PIN_PG: + # Simply supported with point load at center: Ī“ = MLĀ²/(12EI) + return (1 / 12) * pref + elif case == KEY_DISP_PL_FIX_FIX_PG: + # Fixed-fixed with point load at center: Ī“ = MLĀ²/(24EI) + return (1 / 24) * pref + else: + raise ValueError( + f"Unknown loading case: {case}. Expected one of: " + f"{KEY_DISP_UDL_PIN_PIN_PG}, {KEY_DISP_UDL_FIX_FIX_PG}, " + f"{KEY_DISP_PL_PIN_PIN_PG}, {KEY_DISP_PL_FIX_FIX_PG}" + ) + +def evaluate_deflection_kNm_mm(M_kNm, L, E, case, criteria, total_depth, top_flange_width, bottom_flange_width, web_thickness, top_flange_thickness, bottom_flange_thickness, debug=False): + """ + Calculate deflection and compare against serviceability limits. + + Parameters + ---------- + M_kNm : float + Bending moment in kNĀ·m + L : float + Span length in mm + E : float + Young's modulus in MPa (N/mmĀ²) + case : str + Loading case constant + criteria : float or str + Deflection limit as L/n (e.g., 600 means L/600) + total_depth : float + Overall depth of section (mm) + top_flange_width : float + Width of top flange (mm) + bottom_flange_width : float + Width of bottom flange (mm) + web_thickness : float + Thickness of web (mm) + top_flange_thickness : float + Thickness of top flange (mm) + bottom_flange_thickness : float + Thickness of bottom flange (mm) + + Returns + ------- + tuple : (is_safe, deflection_ratio, delta, allowable) + is_safe: bool - True if deflection within allowable + deflection_ratio: float - actual/allowable deflection ratio + delta: float - calculated deflection (mm) + allowable: float - allowable deflection (mm) + """ + # Calculate moment of inertia about major axis (mmā“) + I = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaZ( + total_depth, top_flange_width, bottom_flange_width, + web_thickness, top_flange_thickness, bottom_flange_thickness + ) + + # Calculate actual deflection in mm + delta = deflection_from_moment_kNm_mm(M_kNm, L, E, I, case) + + # Calculate allowable deflection per IS 800:2007 Table 6 + if isinstance(criteria, str) and "Span/" in criteria: + try: + n = float(criteria.split("Span/")[1]) + except (IndexError, ValueError): + # Fallback or default if parsing fails, though expected format is Span/N + # If "Span/" is not followed by a number, this might need better error handling, + # but assuming 600 as safe default or raising descriptive error could be options. + # For now raising error to be caught or debugged if format is weird. + raise ValueError(f"Invalid deflection criteria format: {criteria}") + else: + n = float(criteria) + allowable = L / n # mm + + # Check serviceability + is_safe = (delta <= allowable) + deflection_ratio = delta / allowable if allowable > 0 else float('inf') + + # Debug print statements for deflection check + if debug: + print(f"\n========== DEFLECTION CHECK (IS 800:2007 Table 6) ==========") + print(f" --- Input Parameters ---") + print(f" Bending Moment (M): {M_kNm:.2f} kNĀ·m") + print(f" Span Length (L): {L:.2f} mm") + print(f" Modulus of Elasticity (E): {E:.2f} MPa") + print(f" Moment of Inertia (I): {I:.2f} mmā“ ({I/1e8:.4f} cmā“)") + print(f" Loading Case: {case}") + print(f" --- Deflection Calculation ---") + print(f" Calculated Deflection (Ī“): {delta:.4f} mm") + print(f" Deflection Limit Criteria: L/{n:.0f}") + print(f" Allowable Deflection: {allowable:.4f} mm") + print(f" Deflection Ratio (Ī“/allowable): {deflection_ratio:.4f}") + if is_safe: + print(f" >>> DEFLECTION CHECK PASSED (Ī“ ā‰¤ L/{n:.0f}) <<<") + else: + print(f" >>> DEFLECTION CHECK FAILED (Ī“ > L/{n:.0f}) <<<") + print(f" Required Moment of Inertia for L/{n:.0f}: {I * deflection_ratio:.2f} mmā“") + print(f"=============================================================\n") + + return is_safe, deflection_ratio, delta, allowable + diff --git a/osdag_core/design_type/plate_girder/checks/moment.py b/osdag_core/design_type/plate_girder/checks/moment.py new file mode 100644 index 000000000..6e543ef11 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/moment.py @@ -0,0 +1,235 @@ +import math +from ....utils.common.is800_2007 import IS800_2007 +from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties +from ..core.utils import get_K_from_warping_restraint +from ..core.section import calc_yj +from ....Common import * + +def corrected_design_bending_strength(section_class, Zp, Ze, Fy, gamma_m0, support_condition): + """ + Corrected implementation of IS 800:2007 Cl. 8.2.1.2 design bending strength. + + This is a workaround for the bug in IS800_2007.cl_8_2_1_2_design_bending_strength() + where the beta_b calculation has a logic error: + beta_b = 1.0 if section_class == KEY_Plastic or KEY_Compact else Ze/Zp + The above always evaluates to 1.0 because 'KEY_Compact' is truthy. + + Correct logic per IS 800:2007 Cl. 8.2.1.2: + - Plastic/Compact sections: beta_b = 1.0 + - Semi-Compact sections: beta_b = Ze/Zp + + Args: + section_class: 'Plastic', 'Compact', or 'Semi-Compact' + Zp: Plastic section modulus (mmĀ³) + Ze: Elastic section modulus (mmĀ³) + Fy: Yield strength (MPa) + gamma_m0: Partial safety factor + support_condition: KEY_DISP_SUPPORT1 or KEY_DISP_SUPPORT2 + + Returns: + Md: Design bending strength (NĀ·mm) + """ + # Correct beta_b calculation + if section_class == KEY_Plastic or section_class == KEY_Compact: + beta_b = 1.0 + else: # Semi-Compact + beta_b = Ze / Zp if Zp > 0 else 0 + + Md = beta_b * Zp * Fy / gamma_m0 + + # Apply limit based on support condition + if support_condition == KEY_DISP_SUPPORT1: + Md_limit = 1.2 * Ze * Fy / gamma_m0 + elif support_condition == KEY_DISP_SUPPORT2: + Md_limit = 1.5 * Ze * Fy / gamma_m0 + else: + Md_limit = 1.2 * Ze * Fy / gamma_m0 # Default + + return min(Md, Md_limit) + + +def calc_Mdv(V, Vd, Zp, Ze, Fy, gamma_m0, D, tw, tf_top, tf_bot): + """ + Calculate Mdv for high shear conditions. + """ + # Calculating beta + beta = (2 * V / Vd - 1) ** 2 + + # Calculating Aw and Zfd + d = D - (tf_top + tf_bot) + Aw = d * tw + Zfd = Zp - (Aw * D / 4) + + # Calculating Mfd + Mfd = Zfd * Fy / gamma_m0 + + # Calculating Md (Plastic Design Moment) + Md = Zp * Fy / gamma_m0 + + # Calculating Mdv + Mdv = Md - beta * (Md - Mfd) + + # IS 800 Cl. 9.2.2: ...but not less than the plastic resistance of the flanges alone, Mfd + Mdv = max(Mdv, Mfd, 0.0) + + # Limiting value as per the provided formula + Mdv_limit = (1.2 * Ze * Fy) / gamma_m0 + + return round(min(Mdv, Mdv_limit), 2) + +def calc_Mdv_lat_unsupported(V, Vd, Zp, Ze, Fy, gamma_m0, D, tw, tf_top, tf_bot, Md): + """ + Calculate Mdv for high shear conditions (Laterally Unsupported). + """ + # Calculating beta + beta = (2 * V / Vd - 1) ** 2 + + # Calculating Aw and Zfd + d = D - (tf_top + tf_bot) + Aw = d * tw + Zfd = Zp - (Aw * D / 4) + + # Calculating Mfd + Mfd = Zfd * Fy / gamma_m0 + + # Calculating Mdv + Mdv = Md - beta * (Md - Mfd) + + # Ensure Mdv is not negative and at least Mfd if Md > Mfd + if Md > Mfd: + Mdv = max(Mdv, Mfd) + Mdv = max(Mdv, 0.0) + + # Limiting value as per the provided formula + Mdv_limit = (1.2 * Ze * Fy) / gamma_m0 + + return round(min(Mdv, Mdv_limit), 2) + +def moment_capacity_laterally_supported(V, Zp, Ze, Fy, gamma_m0, D, tw, tf_top, tf_bot, section_class, support_condition, load_moment, debug=False): + A_vg = (D - tf_top - tf_bot) * tw + V_d = ((A_vg * Fy) / (math.sqrt(3) * gamma_m0)) + + if V > 0.6 * V_d: # high shear + Md = calc_Mdv(V, V_d, Zp, Ze, Fy, gamma_m0, D, tw, tf_top, tf_bot) + if debug: + print(f"[DEBUG] High Shear: V={V:.2f} > 0.6*V_d={0.6*V_d:.2f}. Mdv={Md:.2f}") + else: # low shear + # Use corrected function instead of buggy IS800_2007 version + Md = corrected_design_bending_strength(section_class, Zp, Ze, Fy, gamma_m0, support_condition) + if debug: + print(f"[DEBUG] Low Shear: V={V:.2f} <= 0.6*V_d={0.6*V_d:.2f}. Md={Md:.2f}") + + if debug: + print(f"[DEBUG] Supported Moment Check: Zp={Zp:.2f}, Ze={Ze:.2f}, Md={Md/1e6:.2f} kNm, Applied={load_moment/1e6:.2f} kNm") + + if Md > 1.0: # avoid division by zero or negative capacity + moment_ratio = load_moment / Md + else: + moment_ratio = 1e6 # Assign very high ratio for essentially zero capacity + + is_safe = Md >= load_moment and Md > 0 + return is_safe, Md, moment_ratio, V_d + +def bending_check_lat_unsupported(beta_b_lt, plast_sec_mod_z, elast_sec_mod_z, fy, M_cr, section_class, gamma_m0): + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment(beta_b_lt, plast_sec_mod_z, elast_sec_mod_z, fy, M_cr) + alpha_lt = 0.21 # Imperfection factor for rolled sections, 0.49 for welded? + # Note: Original code uses self.alpha_lt which is set elsewhere. + # Plate girders are usually welded, so alpha_lt might be 0.49 (Curve c) or 0.76 (Curve d). + # IS 800 Table 10: Welded I section, t_f <= 40mm -> Curve c (0.49), t_f > 40mm -> Curve d (0.76). + # But original code uses self.alpha_lt. I should pass it as argument. + # I'll add alpha_lt to arguments. + + # For now, I'll assume it's passed or calculated. + # Let's check where alpha_lt comes from in original code. + # It's set in `input_values` or `design_check`. + # I'll add it to arguments. + pass + +def bending_check_lat_unsupported_with_alpha(beta_b_lt, plast_sec_mod_z, elast_sec_mod_z, fy, M_cr, section_class, gamma_m0, alpha_lt): + lambda_lt = IS800_2007.cl_8_2_2_1_elastic_buckling_moment(beta_b_lt, plast_sec_mod_z, elast_sec_mod_z, fy, M_cr) + phi_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_phi_lt(alpha_lt, lambda_lt) + X_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor(phi_lt, lambda_lt) + fbd_lt = IS800_2007.cl_8_2_2_Unsupported_beam_bending_compressive_stress(X_lt, fy, gamma_m0) + Md = IS800_2007.cl_8_2_2_Unsupported_beam_bending_strength(plast_sec_mod_z, elast_sec_mod_z, fbd_lt, section_class) + return round(Md, 2), lambda_lt, phi_lt, X_lt, fbd_lt + +def moment_capacity_laterally_unsupported(E, LLT, D, tf_top, tf_bot, Bf_top, Bf_bot, tw, LoadingCase, gamma_m0, Fy, shear_force, warping_condition, load_moment, plast_sec_mod_z, elast_sec_mod_z, section_class, alpha_lt, debug=False): + if Bf_top == Bf_bot and tf_top == tf_bot: + yj_val = 0 + else: + yj_val = calc_yj(Bf_top, tf_top, Bf_bot, tf_bot, D) + + h = D - (tf_top + tf_bot) + Ift = (Bf_top * tf_top ** 3) / 12 + Ifc = (Bf_bot * tf_bot ** 3) / 12 + beta_f = Ifc / (Ifc + Ift) + + G = 0.769 * 10 ** 5 + Kw = get_K_from_warping_restraint(warping_condition) + + # We need Iy, It, Iw. These should be passed or calculated. + # I'll calculate them here using Unsymmetrical_I_Section_Properties + Iy = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaY(D, Bf_top, Bf_bot, tw, tf_top, tf_bot, debug=debug) + It = Unsymmetrical_I_Section_Properties.calc_TorsionConstantIt(D, Bf_top, Bf_bot, tw, tf_top, tf_bot, debug=debug) + Iw = Unsymmetrical_I_Section_Properties.calc_WarpingConstantIw(D, Bf_top, Bf_bot, tw, tf_top, tf_bot, debug=debug) + + # Mcr calc + yg = D / 2 + K_value = 0 + c1, c2, c3 = 0, 0, 0 + + if LoadingCase == KEY_DISP_UDL_PIN_PIN_PG: + K_value = 1.0 + c1, c2, c3 = 1.132, 0.459, 0.525 + elif LoadingCase == KEY_DISP_UDL_FIX_FIX_PG: + K_value = 0.5 + c1, c2, c3 = 0.712, 0.652, 1.070 + elif LoadingCase == KEY_DISP_PL_PIN_PIN_PG: + K_value = 1.0 + c1, c2, c3 = 1.365, 0.553, 1.780 + elif LoadingCase == KEY_DISP_PL_FIX_FIX_PG: + K_value = 0.5 + c1, c2, c3 = 0.938, 0.715, 4.800 + else: + raise ValueError("Invalid Loading Case.") + + # Symmetric section (Eq 2.20) + if Bf_top == Bf_bot and tf_top == tf_bot: + term1 = (math.pi ** 2 * E * Iy) / (LLT ** 2) + term2 = (Iw / Iy) + term3 = (G * It * LLT ** 2) / (math.pi ** 2 * E * Iy) + M_cr = term1 * math.sqrt(term2 + term3) + else: + # Unsymmetric case (Annex E full formula) + term1 = (math.pi ** 2 * E * Iy) / (LLT ** 2) + bracket = ((K_value / Kw) ** 2 * (Iw / Iy) + + (G * It * LLT ** 2) / (math.pi ** 2 * E * Iy) + + (c2 * yg - c3 * yj_val) ** 2) + M_cr = c1 * term1 * math.sqrt(bracket) - term1 * (c2 * yg - c3 * yj_val) + + A_vg = (D - tf_top - tf_bot) * tw + V_d = ((A_vg * Fy) / (math.sqrt(3) * gamma_m0)) + + if section_class == KEY_Plastic or section_class == KEY_Compact: + beta_b_lt = 1.0 + else: + beta_b_lt = (elast_sec_mod_z/ plast_sec_mod_z) + + Md, lambda_lt, phi_lt, X_lt, fbd_lt = bending_check_lat_unsupported_with_alpha(beta_b_lt, plast_sec_mod_z, elast_sec_mod_z, Fy, M_cr, section_class, gamma_m0, alpha_lt) + + if shear_force > 0.6 * V_d: # high shear + Md = calc_Mdv_lat_unsupported(shear_force, V_d, plast_sec_mod_z, elast_sec_mod_z, Fy, gamma_m0, D, tw, tf_top, tf_bot, Md) + if debug: + print(f"[DEBUG] High Shear (Unsupp): V={shear_force:.2f} > 0.6*V_d={0.6*V_d:.2f}. Mdv={Md:.2f}") + + if debug: + print(f"[DEBUG] Unsupported Moment Check: Zp={plast_sec_mod_z:.2f}, Ze={elast_sec_mod_z:.2f}, M_cr={M_cr/1e6:.2f} kNm, X_lt={X_lt:.4f}, fbd_lt={fbd_lt:.2f}, Md={Md/1e6:.2f} kNm, Applied={load_moment/1e6:.2f} kNm") + + if Md > 1.0: + moment_ratio = load_moment / Md + else: + moment_ratio = 1e6 + + is_safe = Md >= load_moment and Md > 0 + + return is_safe, Md, moment_ratio, V_d, M_cr, lambda_lt, phi_lt, X_lt, fbd_lt diff --git a/osdag_core/design_type/plate_girder/checks/shear.py b/osdag_core/design_type/plate_girder/checks/shear.py new file mode 100644 index 000000000..6f5ba94b7 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/shear.py @@ -0,0 +1,759 @@ +import math +from ....utils.common.is800_2007 import IS800_2007 + + +def tension_field_unequal_I_corrected(c, d, tw, fyw, bf_top, tf_top, bf_bot, tf_bot, Nf, gamma_m0, A_v, tau_b): + """ + Corrected Tension Field method per IS 800:2007 Cl. 8.4.2.2 / DDCL Eq 1.30. + + This is a LOCAL corrected version that fixes issues in IS800_2007.cl_8_4_2_2_TensionField_unequal_Isection: + 1. phi angle: DDCL uses arctan(d/c), NOT arctan((d/c)/1.5) + 2. w_tf formula: DDCL uses '+' for the second term, NOT '-' + + Parameters match IS800_2007 version for drop-in replacement. + + Returns: + tuple: (phi, Mfr_top, Mfr_bot, s_top, s_bot, w_tf, psi, fv, V_tf) + """ + # 1) Tensionā€field angle Ļ† - CORRECTED per DDCL Eq 1.30 + # DDCL: Ļ† = tanā»Ā¹(d/c) (NOT divided by 1.5) + if c == 0: + phi = 90.0 + else: + phi = math.degrees(math.atan(d / c)) # Corrected: removed /1.5 + + # 2) Reduced plastic moment of each flange + def Mfr(bf, tf): + Mp = 0.25 * bf * tf**2 * fyw + ratio = Nf / (bf * tf * fyw / gamma_m0) + if ratio >= 1: + return 0 + else: + return Mp * (1 - ratio**2) + + Mfr_t = Mfr(bf_top, tf_top) + Mfr_b = Mfr(bf_bot, tf_bot) + + # 3) sā€values for each flange, limited to c + sinĻ† = math.sin(math.radians(phi)) + if sinĻ† == 0: + s_t = 0 + s_b = 0 + else: + s_t = min(2 * math.sqrt(Mfr_t / (fyw * tw)) / sinĻ†, c) if Mfr_t > 0 else 0 + s_b = min(2 * math.sqrt(Mfr_b / (fyw * tw)) / sinĻ†, c) if Mfr_b > 0 else 0 + + # 4) Width of the tension field w_tf - CORRECTED per DDCL Eq 1.30 + # DDCL: w_tf = dĀ·cos(Ļ†) + (c - s_c - s_t)Ā·sin(Ļ†) (note the PLUS sign) + cosĻ† = math.cos(math.radians(phi)) + w_tf = d * cosĻ† + (c - s_t - s_b) * sinĻ† # Corrected: changed - to + + + # 5) Field yield strength f_v + psi = 1.5 * tau_b * math.sin(2 * math.radians(phi)) + fv = math.sqrt(fyw**2 - 3 * tau_b**2 + psi**2) - psi + + # 6) Nominal shear resistance V_tf + V_tf = (A_v * tau_b + 0.9 * w_tf * tw * fv * sinĻ†) + V_p = d * tw * fyw / (math.sqrt(3) * gamma_m0) # Plastic shear strength + V_tf = min(V_tf, V_p) + + return phi, Mfr_t, Mfr_b, s_t, s_b, w_tf, psi, fv, V_tf + + +def calc_K_v(c, d, web_philosophy): + """ + Calculate shear buckling coefficient K_v per IS 800:2007 Cl. 8.4.2.2. + + Args: + c: Stiffener spacing (mm) + d: Effective depth of web (mm) + web_philosophy: 'Thick Web without ITS' or 'Thin Web with ITS' + + Returns: + K_v: Shear buckling coefficient + + IS 800:2007 Reference: + Cl. 8.4.2.2 - For unstiffened webs: K_v = 5.35 + For stiffened webs: + c/d <= 1.0: K_v = 4 + 5.35/(c/d)Ā² + c/d > 1.0: K_v = 5.35 + 4/(c/d)Ā² + """ + if web_philosophy == 'Thick Web without ITS': + return 5.35 + + if c is None or c == 0 or d == 0: + return 5.35 + + cd_ratio = float(c) / float(d) + + if cd_ratio <= 1.0: + K_v = 4 + 5.35 / (cd_ratio ** 2) + else: + K_v = 5.35 + 4 / (cd_ratio ** 2) + + return K_v + + +def shear_capacity_laterally_supported_thick_web(Fy, gamma_m0, D, tw, tf_top, tf_bot, shear_force, debug=False): + A_vg = (D - tf_top - tf_bot) * tw + V_d = ((A_vg * Fy) / (math.sqrt(3) * gamma_m0)) + shear_ratio = shear_force / V_d + is_safe = V_d >= shear_force + if debug: + print(f"[DEBUG] Thick Web Shear: A_vg={A_vg:.2f}, V_d={V_d:.2f}, Applied={shear_force:.2f}, Ratio={shear_ratio:.4f}") + return is_safe, V_d, shear_ratio + +def shear_buckling_check_simple_postcritical(eff_depth, D, tf_top, tf_bot, tw, V, web_philosophy, E, fy, shear_force, c=0, debug=False): + A_vg = eff_depth * tw + K_v = calc_K_v(c, eff_depth, web_philosophy) + + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, eff_depth, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + + # Print Simple Post Critical Method values + if debug: + print(f"\n========== SIMPLE POST CRITICAL METHOD ==========") + print(f" Shear Buckling Coefficient (K_v): {K_v:.4f}") + print(f" Elastic Critical Stress (tau_crc): {tau_crc:.2f} N/mmĀ²") + print(f" Non-dimensional Web Slenderness Ratio (lambda_w): {lambda_w:.4f}") + print(f" Local Buckling Resistance (tau_b): {tau_b:.2f} N/mmĀ²") + print(f" Yield Strength (Fy): {fy:.2f} N/mmĀ²") + print(f" Shear Resistance of Web (V_cr): {V_cr:.2f} N") + print(f" Applied Shear Force (V): {V:.2f} N") + print(f" Shear Area (A_vg): {A_vg:.2f} mmĀ²") + print(f"=================================================\n") + + shear_ratio = 0.0 + if V_cr > V: + shear_ratio = max(shear_force / V_cr, shear_ratio) + return True, V_cr, shear_ratio + else: + return False, V_cr, shear_ratio + +def shear_buckling_check_intermediate_stiffener(d, tw, c, e, IntStiffThickness, IntStiffenerWidth, V_ed, gamma_m0, fy, E, web_philosophy, lefactor, shear_force, debug=False): + A_vg = d * tw + K_v = calc_K_v(c, d, web_philosophy) + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, d, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + + # Check minimum stiffener thickness (IS 800 Cl 8.7.1.3) + if IntStiffThickness < d / 50.0: + if debug: + print(f"[DEBUG] Stiffener thickness {IntStiffThickness} < d/50 ({d/50.0}). FAILED.") + return False, 0.0, 100.0, IntStiffenerWidth, V_cr + + # 1. Global buckling check of stiffener + cd_ratio = c / d + if cd_ratio >= math.sqrt(2): + I_min_global = 0.75 * d * tw**3 + else: + I_min_global = (1.5 * d**3 * tw**3) / (c**2) + + # Maximum allowable outstand + max_outstand = 14 * IntStiffThickness * e + + # Fail global check if inertia or outstand insufficient + if max_outstand < IntStiffenerWidth: + IntStiffenerWidth= max_outstand + + # Moment of inertia of stiffener cross-section + I_s = (((2 * IntStiffenerWidth + tw) ** 3) * IntStiffThickness) / 12 + I_s -= (IntStiffThickness * tw ** 3) / 12 + + # 2. Shear buckling (axial) check of stiffener + # Effective shear force on stiffener + F_q = (V_ed - V_cr) / gamma_m0 + + # Provided cross-sectional area + A_s = 2 * IntStiffenerWidth * IntStiffThickness + + # Combined area for axial buckling (stiffener + bearing area) + A_x = A_s + (20 * tw * 2 * tw) + + # Moment of inertia for axial buckling + I_x = (((2 * IntStiffenerWidth + tw)**3) * IntStiffThickness) / 12 + I_x += (20 * tw * 2 * tw**3) / 12 + I_x -= (IntStiffThickness * tw**3) / 12 + + # Radius of gyration + r_x = math.sqrt(I_x / A_x) + + # Slenderness ratio + Le = lefactor * d + slenderness_input = Le / r_x + + # Design compressive stress from IS 800 + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder( + fy, gamma_m0, slenderness_input, E + ) + + # Critical buckling resistance (N) + Pd = round(A_x * fcd , 2) + + # DDCL Eq 2.31: Check F_q = (V - V_cr)/gamma_m0 against stiffener capacity Pd + # NOT the total shear force V (which was the previous incorrect implementation) + F_q = max((V_ed - V_cr) / gamma_m0, 0.0) # Stiffener force per DDCL + stiffener_ratio = F_q / Pd if Pd > 0 else 1e6 + + if debug: + print(f"[DEBUG] Intermediate Stiffener Buckling: I_min_global={I_min_global:.2e}, I_s={I_s:.2e}") + print(f"[DEBUG] V_ed={V_ed:.2f}, V_cr={V_cr:.2f}, F_q={F_q:.2f}, Pd={Pd:.2f}, Ratio={stiffener_ratio:.4f}") + + is_safe = (F_q <= Pd) and (I_s >= I_min_global) + return is_safe, Pd, stiffener_ratio, IntStiffenerWidth, V_cr + +def shear_buckling_check_tension_field(eff_depth, D, tf_top, tf_bot, tw, c, web_philosophy, E, fy, shear_force, moment, top_flange_width, top_flange_thickness, bottom_flange_width, bottom_flange_thickness, gamma_m0, debug=False): + A_vg = (D - tf_top - tf_bot) * tw + K_v = calc_K_v(c, eff_depth, web_philosophy) + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, eff_depth, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + Nf = moment / (eff_depth + (tf_top + tf_bot) / 2) + phi, M_fr_t, M_fr_b, s_t, s_b, w_tf, sai, fv, V_tf = tension_field_unequal_I_corrected(c, eff_depth, tw, + fy, top_flange_width, + top_flange_thickness, bottom_flange_width, bottom_flange_thickness, + Nf, gamma_m0, + A_vg, tau_b) + + # Print Tension Field Action values + if debug: + print(f"\n========== TENSION FIELD ACTION ==========") + print(f" --- Base Shear Buckling Parameters ---") + print(f" Shear Buckling Coefficient (K_v): {K_v:.4f}") + print(f" Elastic Critical Stress (tau_crc): {tau_crc:.2f} N/mmĀ²") + print(f" Non-dimensional Web Slenderness Ratio (lambda_w): {lambda_w:.4f}") + print(f" Local Buckling Resistance (tau_b): {tau_b:.2f} N/mmĀ²") + print(f" Yield Strength (Fy): {fy:.2f} N/mmĀ²") + print(f" Shear Resistance of Web (V_cr): {V_cr:.2f} N") + print(f" --- Tension Field Parameters ---") + print(f" Tension Field Angle (phi): {phi:.2f} degrees") + print(f" Reduced Plastic Moment - Top Flange (M_fr_top): {M_fr_t:.2f} NĀ·mm") + print(f" Reduced Plastic Moment - Bottom Flange (M_fr_bot): {M_fr_b:.2f} NĀ·mm") + print(f" Anchor Length - Top (s_t): {s_t:.2f} mm") + print(f" Anchor Length - Bottom (s_b): {s_b:.2f} mm") + print(f" Width of Tension Field (w_tf): {w_tf:.2f} mm") + print(f" Yield Strength of Tension Field (F_v): {fv:.2f} N/mmĀ²") + print(f" Nominal Shear Resistance (V_tf): {V_tf:.2f} N") + print(f" Applied Shear Force: {shear_force:.2f} N") + print(f" Shear Area (A_vg): {A_vg:.2f} mmĀ²") + print(f"============================================\n") + + shear_ratio = max(shear_force / V_tf , 0.0) + if V_tf >= shear_force: + return True, V_tf, shear_ratio, V_cr + else: + return False, V_tf, shear_ratio, V_cr + +def tension_field_end_stiffener(d, tw, fyw, shear_force, moment, c, web_philosophy, E, top_flange_thickness, bottom_flange_thickness, top_flange_width, bottom_flange_width, gamma_m0, int_thickness_list, IntStiffnerwidth, IntStiffThickness, epsilon, lefactor, debug=False): + A_vg = d * tw + K_v = calc_K_v(c, d, web_philosophy) + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, d, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fyw, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fyw) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + Nf = moment / (d + (top_flange_thickness + bottom_flange_thickness) / 2) + result= tension_field_unequal_I_corrected(c, d, tw, + fyw, top_flange_width, + top_flange_thickness, bottom_flange_width, + bottom_flange_thickness, + Nf, gamma_m0, + A_vg, tau_b) + V_tf= result[8] + V_dp = (d * tw * fyw * math.sqrt(3)) + denom = V_tf - V_cr + if denom == 0: denom = 1e-6 # Avoid division by zero + rad = 1.0 - (V_cr - V_dp) / denom + if rad < 0: + return False, 0, 0, 0, 0, 0, IntStiffnerwidth, 0 # Fail + H_q = (shear_force - V_cr) / denom + R_tf = H_q / 2 + A_v= d * tw + V_n= (fyw * A_v) /( math.sqrt(3) * gamma_m0) + # Moment demand M_tf (kNĀ·m) + M_tf = (H_q * d) / 10 + y = c / 2 + I = tw * c ** 3 / 12 + M_q = (I * fyw) / (gamma_m0 * y) + moment_ratio = max(M_tf / M_q , 0.0) + endshear_ratio = max(R_tf / V_n, 0.0) + + if debug: + print(f"[DEBUG] Tension Field End Stiffener: M_tf={M_tf:.2f}, M_q={M_q:.2f}, R_tf={R_tf:.2f}, V_n={V_n:.2f}") + + end_stiffthickness = 0 + + if V_n >= R_tf: + if M_q >= M_tf: + Fm= M_tf/c + Fc= Fm + shear_force + bearing_area = 0.8 * Fc * gamma_m0 / fyw + thickness_list = ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', + '50', '56', '63', '75', '80', '90', '100', + '110', '120'] + if len(int_thickness_list) == 0: + return False, 0, 0, 0, 0, 0, IntStiffnerwidth, 0 + + for t_stiff_str in thickness_list: + t_stiff = float(t_stiff_str) + Aq= 2 * IntStiffnerwidth* t_stiff + # Aq>= bearing_area # This line does nothing in original code? + max_outstand = 14 * t_stiff * epsilon + if IntStiffnerwidth > max_outstand: + IntStiffnerwidth = max_outstand + + I_x = (((2 * IntStiffnerwidth + tw) ** 3) * t_stiff) / 12 + I_x += (20 * tw * 2 * tw ** 3) / 12 + I_x -= (t_stiff * tw ** 3) / 12 + + # Radius of gyration + r_x = math.sqrt(I_x / Aq) + + # Slenderness ratio + Le = lefactor * d + slenderness_input = Le / r_x + + # Design compressive stress from IS 800 + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder( + fyw, gamma_m0, slenderness_input, E + ) + + # Critical buckling resistance (kN) + Pd = round(Aq * fcd , 2) + + Critical_buckling_resistance = Pd + + n2= 2.5 * bottom_flange_thickness + Fw= n2 * tw * fyw / (gamma_m0) + Bearing_stiffenerforce= Fc - Fw + Bearing_capacity= fyw * Aq / (1.1 * gamma_m0) + endshear_ratio = max(Bearing_stiffenerforce / Bearing_capacity, Fc / Pd, R_tf / V_n) + + if endshear_ratio <= 1: + end_stiffthickness = t_stiff + if debug: + print(f"[DEBUG] End Stiffener Found: t={t_stiff}, Ratio={endshear_ratio:.4f}, Pd={Pd:.2f}") + return True, V_cr, moment_ratio, endshear_ratio, Critical_buckling_resistance, end_stiffthickness, IntStiffnerwidth, 0 # 0 for shear_ratio placeholder + else: + continue + + # If loop finishes without returning True + return False, V_cr, moment_ratio, endshear_ratio, 0, 0, IntStiffnerwidth, 0 + + return False, V_cr, moment_ratio, endshear_ratio, 0, 0, IntStiffnerwidth, 0 + +def tension_field_intermediate_stiffener(d, tw, c, e, IntStiffThickness, IntStiffenerWidth, V_ed, gamma_m0, fy, E, web_philosophy, lefactor, shear_force, debug=False): + A_vg = d * tw + K_v = calc_K_v(c, d, web_philosophy) + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, d, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + + # 1. Global buckling check of stiffener + cd_ratio = c / d + if cd_ratio >= math.sqrt(2): + I_min_global = 0.75 * d * tw ** 3 + else: + I_min_global = (1.5 * d ** 3 * tw ** 3) / (c ** 2) + + # Maximum allowable outstand + max_outstand = 14 * IntStiffThickness * e + + # Fail global check if inertia or outstand insufficient + if max_outstand < IntStiffenerWidth: + IntStiffenerWidth = max_outstand + + # Moment of inertia of stiffener cross-section + I_s = (((2 * IntStiffenerWidth + tw) ** 3) * IntStiffThickness) / 12 + I_s -= (IntStiffThickness * tw ** 3) / 12 + + # 2. Shear buckling (axial) check of stiffener + # Effective shear force on stiffener + F_q = (V_ed - V_cr) / gamma_m0 + + # Provided cross-sectional area + A_s = 2 * IntStiffenerWidth * IntStiffThickness + + # Combined area for axial buckling (stiffener + bearing area) + A_x = A_s + (20 * tw * 2 * tw) + + # Moment of inertia for axial buckling + I_x = (((2 * IntStiffenerWidth + tw) ** 3) * IntStiffThickness) / 12 + I_x += (20 * tw * 2 * tw ** 3) / 12 + I_x -= (IntStiffThickness * tw ** 3) / 12 + + # Radius of gyration + r_x = math.sqrt(I_x / A_x) + + # Slenderness ratio + Le = lefactor * d + slenderness_input = Le / r_x + + # Design compressive stress from IS 800 + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder( + fy, gamma_m0, slenderness_input, E + ) + + # Critical buckling resistance (kN) + Pd = round(A_x * fcd, 2) + shear_ratio = max(shear_force / Pd, 0.0) + + if debug: + print(f"[DEBUG] Tension Field Intermediate Stiffener: Pd={Pd:.2f}, Ratio={shear_ratio:.4f}") + return True, Pd, shear_ratio, IntStiffenerWidth, V_cr + +def end_panel_stiffener_calc(Bf_top, Bf_bot, tw, tq, fy, gamma_m0, d, tf_top, total_depth, effective_length, tf_bot, E, eps, c, web_philosophy, load_moment, load_shear_force, int_thickness_list, end_stiffwidth, end_stiffthickness, logger, debug=False): + A_vg = d * tw + if c is None: + c = d + + K_v = calc_K_v(c, d, web_philosophy) + + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E, mu, d, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_vg) + Nf = load_moment / d + + if c is None or c == 0: + c = d + phi = math.degrees(math.atan(1)) # DDCL: Ļ† = arctan(d/c), when c=d, Ļ†=45Ā° + else: + phi = math.degrees(math.atan(d / float(c))) # DDCL Eq 1.29: Ļ† = arctan(d/c), NOT /1.5 + + ratio_t = Nf / (Bf_top * tf_top * fy / gamma_m0) + if ratio_t >= 1: + M_fr_t = 0 + else: + M_fr_t = 0.25 * Bf_top * tf_top**2 * fy * (1 - ratio_t**2) + + ratio_b = Nf / (Bf_bot * tf_bot * fy / gamma_m0) + if ratio_b >= 1: + M_fr_b = 0 + else: + M_fr_b = 0.25 * Bf_bot * tf_bot**2 * fy * (1 - ratio_b**2) + + sinĻ† = math.sin(math.radians(phi)) + if sinĻ† == 0: + s_t = 0 + s_b = 0 + else: + s_t = min(2 * math.sqrt(M_fr_t / (fy * tw)) / sinĻ†, c) + s_b = min(2 * math.sqrt(M_fr_b / (fy * tw)) / sinĻ†, c) + + w_tf = d * math.cos(math.radians(phi)) + (c - s_t - s_b) * sinĻ† # DDCL Eq 1.30: PLUS sign, not minus + sai = 1.5 * tau_b * math.sin(2 * math.radians(phi)) + fv = math.sqrt(fy**2 - 3 * tau_b**2 + sai**2) - sai + V_tf = (A_vg * tau_b + 0.9 * w_tf * tw * fv * sinĻ†) + V_p = d * tw * fy / (math.sqrt(3) * gamma_m0) + V_tf = min(V_tf, V_p) + V_dp = (d * tw * fy / math.sqrt(3)) + + rad = 1.0 - (V_cr / V_dp) + if rad < 0: + return False, end_stiffwidth, end_stiffthickness, 0, 0, 0, 0 # Fail + + H_q = 1.25 * V_dp * math.sqrt(rad) + R_tf = H_q / 2 + A_v = d * tw + V_n = (fy * A_v) / (math.sqrt(3) * gamma_m0) + M_tf = (H_q * d) / 10 + y = c / 2 + I = tw * (c ** 3) / 12 + M_q = (I * fy) / (gamma_m0 * y) + + moment_ratio = M_tf / M_q + endshear_ratio = R_tf / V_n + + if debug: + print(f"[DEBUG] end_panel_stiffener_calc: M_tf={M_tf:.2f}, M_q={M_q:.2f}, R_tf={R_tf:.2f}, V_n={V_n:.2f}") + + Fm = M_tf / c + Fc = Fm + load_shear_force + bearing_area = 0.8 * Fc * gamma_m0 / fy + + thickness_list= ['8', '10', '12', '14', '16', '18', '20', '22', '25', '28', '32', '36', '40', '45', '50', '56', '63', '75', '80', '90', '100', + '110', '120'] + if len(int_thickness_list) == 0: + return False, end_stiffwidth, end_stiffthickness, moment_ratio, endshear_ratio, 0, 0 + + for t_stiff_str in thickness_list: + t_stiff = float(t_stiff_str) + + root_radius = min(tf_top, tf_bot) * 0.15 + min_width = (min(Bf_top, Bf_bot) - tw - 2 * root_radius)/2 + max_outstand = min(14 * t_stiff * eps, 200) + min_thickness = max(end_stiffwidth/16, 6) + + if t_stiff < min_thickness: + continue + + if end_stiffwidth < min_width: + end_stiffwidth = min_width + if end_stiffwidth > max_outstand: + end_stiffwidth = max_outstand + + web_contrib_length = min(25 * tw, d/2) + N = max(load_shear_force * 1000 * gamma_m0 / (tw * fy), tf_bot + root_radius) + Aq = (2 * end_stiffwidth * t_stiff) + (web_contrib_length * tw) + I_x = (((2 * end_stiffwidth + tw) ** 3) * t_stiff) / 12 + I_x += (web_contrib_length * tw ** 3) / 12 + min_I = (d * tw**3) / 12 + if I_x < min_I: + continue + + r_x = math.sqrt(I_x / Aq) + Le = 0.7 * d + slenderness_input = Le / r_x + K = 0.7 + KL_r = K * Le / r_x + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder( + fy, gamma_m0, KL_r, E + ) + Pd = Aq * fcd + Critical_buckling_resistance = Pd + n1 = N + n2 = 2.5 * tf_bot + Fw = min(n1, n2) * tw * fy / gamma_m0 + + web_height = d - tf_top - tf_bot + if web_height/tw > 200: + # Web crippling check logic (simplified call or assume handled) + pass + + Bearing_capacity = (fy * Aq / gamma_m0) + Fw + Bearing_stiffenerforce = Fc - Fw + + bearing_ratio = Bearing_stiffenerforce / Bearing_capacity + buckling_ratio = Fc / Pd + shear_ratio_val = R_tf / V_n + + endshear_ratio = max(bearing_ratio, buckling_ratio, shear_ratio_val) + min_MOI = (d * tw**3) / 12 + moi_check = I_x >= min_MOI + + if endshear_ratio <= 1.0 and moi_check: + end_stiffthickness = t_stiff + if debug: + print(f"[DEBUG] End Panel Stiffener Found: t={t_stiff}, Ratio={endshear_ratio:.4f}, Pd={Pd:.2f}") + return True, end_stiffwidth, end_stiffthickness, moment_ratio, endshear_ratio, Critical_buckling_resistance, 0 # 0 for shear_ratio placeholder + else: + continue + + return False, end_stiffwidth, 0, moment_ratio, endshear_ratio, 0, 0 + +def check_longitudinal_stiffener_required(d, tw, c, epsilon, debug=False): + """ + Determine if longitudinal stiffeners are required per IS 800:2007 Cl. 8.7.13 / DDCL 1.5.3.1. + + Per IS 800:2007 Clause 8.7.13: + - First stiffener at 0.2d (1/5 distance from compression flange) required when d/tw exceeds limits + - Second stiffener at neutral axis (0.5d) required when d/tw > 400Īµw + + Args: + d: Web depth (mm) + tw: Web thickness (mm) + c: Transverse stiffener spacing (mm), or 'NA'/None if not applicable + epsilon: āˆš(250/fy) - yield stress ratio + debug: Enable debug output + + Returns: + tuple: (num_required, x1_pos, x2_pos, reason) + - num_required: 0, 1, or 2 stiffeners required + - x1_pos: Position of first stiffener from compression flange (mm) or None + - x2_pos: Position of second stiffener from compression flange (mm) or None + - reason: String explaining why stiffeners are/aren't required + """ + import math + + # Handle c value + if c is None or c == 'NA' or c == 0: + c_val = 3.0 * d # Conservative large value if undefined + else: + c_val = float(c) + + d_tw_ratio = d / tw + + # Calculate slenderness limits per IS 800:2007 Cl. 8.6.1.2 / DDCL Eq 1.35-1.37 + # First stiffener limit depends on c/d ratio + c_d_ratio = c_val / d + + if c_d_ratio >= 1.0 and c_d_ratio <= 2.4: + # d/tw <= 250Īµw (Eq 1.35) + first_limit = 250 * epsilon + elif c_d_ratio >= 0.74 and c_d_ratio < 1.0: + # c/tw <= 250Īµw (Eq 1.36) - use c instead of d + first_limit = 250 * epsilon * (c_val / d) + elif c_d_ratio < 0.74: + # d/tw <= 340Īµw (Eq 1.37) + first_limit = 340 * epsilon + else: + # c/d > 2.4 - conservative: use 250Īµw + first_limit = 250 * epsilon + + # Second stiffener limit: d/tw <= 400Īµw (Eq 1.38) + second_limit = 400 * epsilon + + num_required = 0 + x1_pos = None + x2_pos = None + reason = "" + + if debug: + print(f"[DEBUG] Longitudinal Stiffener Check: d/tw={d_tw_ratio:.2f}, c/d={c_d_ratio:.2f}") + print(f"[DEBUG] First limit (250-340ew): {first_limit:.2f}, Second limit (400ew): {second_limit:.2f}") + + # Check if first stiffener is required + if d_tw_ratio > first_limit: + num_required = 1 + x1_pos = round(0.2 * d, 2) # 1/5 distance from compression flange per Cl. 8.7.13 + reason = f"d/tw ({d_tw_ratio:.1f}) > {first_limit:.1f}ew - First stiffener at 0.2d from compression flange" + + # Check if second stiffener is also required + if d_tw_ratio > second_limit: + num_required = 2 + x2_pos = round(0.5 * d, 2) # At neutral axis per Cl. 8.7.13 + reason += f"; d/tw > {second_limit:.1f}ew - Second stiffener at neutral axis (0.5d)" + else: + reason = f"d/tw ({d_tw_ratio:.1f}) <= {first_limit:.1f}ew - No longitudinal stiffener required" + + if debug: + print(f"[DEBUG] Result: {num_required} stiffener(s) required. x1={x1_pos}, x2={x2_pos}") + print(f"[DEBUG] Reason: {reason}") + + return num_required, x1_pos, x2_pos, reason + + +def design_longitudinal_stiffener(d, tw, c, num_stiffeners, thickness_list, web_philosophy, epsilon, gamma_m0, fy, debug=False): + """ + Design longitudinal stiffeners per IS 800:2007 Clause 8.7.13. + Matches DDCL Section 1.5.3 logic. + + Args: + d: Web depth (mm) - typically clear distance between flanges + tw: Web thickness (mm) + c: Transverse stiffener spacing (mm) (or 'NA'/'None' if not applicable) + num_stiffeners: 1 or 2 + thickness_list: List of available plate thicknesses + web_philosophy: 'Thick Web without ITS' or 'Thin Web with ITS' + epsilon: yield stress ratio + gamma_m0: Partial safety factor (not used in Is check but good to have) + fy: Yield strength (MPa) + debug: boolean + + Returns: + tuple: (is_safe, selected_thickness, selected_width, x1, x2, I_required_1, I_provided_1, I_required_2, I_provided_2) + """ + import math + + if debug: + print(f"[DEBUG] Designing Longitudinal Stiffener: d={d}, tw={tw}, c={c}, num={num_stiffeners}") + + # Handle 'NA' or None c (though Longitudinal usually implies Thin Web with ITS) + # If c is None or large, d/c ratio check handles it. + if c is None or c == 'NA' or c == 0: + c_val = 3.0 * d # Use large value if undefined + else: + c_val = float(c) + + # 1. First Stiffener (at 0.2 d from compression flange) + # IS 800 Cl. 8.7.13.2 / DDCL 1.5.3.2 Eq 1.39-1.41 + + # Calculate Required MoI for First Stiffener + # Eq 1.39: Is >= 4 c tw^3 + I_req_1 = 4 * c_val * tw**3 + + if d / c_val >= math.sqrt(2): + # Eq 1.40 + I_req_1_b = 0.75 * d * tw**3 + else: + # Eq 1.41 + I_req_1_b = (1.5 * (d**3) * (tw**3)) / (c_val**2) + + # Enforce max of applicable limits for safety + I_req_1 = max(I_req_1, I_req_1_b) + + # Second Stiffener (at Neutral Axis - 0.5 d) + # Eq 1.42: Is >= d2 * tw^3 -> Is >= d * tw^3. + + I_req_2 = 0 + if num_stiffeners == 2: + I_req_2 = d * tw**3 + + selected_thickness = 0.0 + selected_width = 0.0 + + I_provided_1 = 0 + I_provided_2 = 0 + + # Positions per IS 800:2007 Cl. 8.7.13 + x1 = round(0.2 * d, 2) # 1/5 distance from compression flange + x2 = round(0.5 * d, 2) # At neutral axis + + # Convert thickness list to floats + t_list = [float(x) for x in thickness_list] + t_list.sort() + + for t_stiff in t_list: + if t_stiff <= 0: continue + + # Determine minimum required width b based on I_req_1 + # I_prov = t * b^3 / 3 >= I_req + # b >= (3 * I_req / t)^(1/3) + + # Check First Stiffener Requirement + b_req_1 = (3 * I_req_1 / t_stiff) ** (1/3) + + # Check Second Stiffener Requirement (if applicable) + b_req_2 = 0 + if num_stiffeners == 2: + b_req_2 = (3 * I_req_2 / t_stiff) ** (1/3) + + b_req = max(b_req_1, b_req_2) + + # Round up to nearest 5 or 10 mm + b_stiff = math.ceil(b_req / 5) * 5 + + # Check Limits + # Max outstand: 20 * t * epsilon (Cl. 8.7.1.2) + max_b = 20 * t_stiff * epsilon + + # Practical min width check (e.g., related to thickness or web) + min_b = 50 # minimal practical width? + + if b_stiff <= max_b: + if b_stiff < min_b: b_stiff = min_b # Enforce min width + if b_stiff > max_b: continue # Cannot satisfy both min and max + + # Found a valid size! + selected_thickness = t_stiff + selected_width = b_stiff + + # Calculate Provided + I_provided_1 = t_stiff * b_stiff**3 / 3 + I_provided_2 = I_provided_1 + + safe_1 = (I_provided_1 >= I_req_1) + safe_2 = True + if num_stiffeners == 2: + safe_2 = (I_provided_2 >= I_req_2) + + if safe_1 and safe_2: + return True, selected_thickness, selected_width, x1, x2, I_req_1, I_provided_1, I_req_2, I_provided_2 + else: + continue + else: + continue + + return False, selected_thickness, selected_width, x1, x2, I_req_1, I_provided_1, I_req_2, I_provided_2 \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/checks/web_buckling.py b/osdag_core/design_type/plate_girder/checks/web_buckling.py new file mode 100644 index 000000000..d2f056f59 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/web_buckling.py @@ -0,0 +1,14 @@ +from ....utils.common.is800_2007 import IS800_2007 + +def web_buckling_laterally_supported_thick_web(Fy, gamma_m0, D, tw, tf_top, tf_bot, E, b1, shear_force, debug=False): + eff_depth = D - (tf_bot + tf_top) + n1 = eff_depth / 2 + Ac = (b1 + n1) * tw + slenderness_input = 2.5 * eff_depth / tw + fcd = IS800_2007.cl_7_1_2_1_design_compressisive_stress_plategirder(Fy, gamma_m0, slenderness_input, E) + Critical_buckling_load = round(Ac * fcd, 2) + web_buckling_ratio = shear_force / Critical_buckling_load if Critical_buckling_load > 0 else 100 + if debug: + print(f"[DEBUG] Web Buckling (Thick Web): Ac={Ac:.2f}, slenderness={slenderness_input:.2f}, fcd={fcd:.2f}, Pd={Critical_buckling_load:.2f}, Ratio={web_buckling_ratio:.4f}") + is_safe = Critical_buckling_load >= shear_force + return is_safe, Critical_buckling_load diff --git a/osdag_core/design_type/plate_girder/checks/web_crippling.py b/osdag_core/design_type/plate_girder/checks/web_crippling.py new file mode 100644 index 000000000..e65844d74 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/web_crippling.py @@ -0,0 +1,94 @@ +import math +import logging + + +def check_web_crippling_IS800(shear_force, b1, tw, fy, d, tf, gamma_m0, logger, debug=False): + """ + Check web crippling (local web yielding) as per IS 800:2007 Cl. 8.7.4. + + This is the CORRECTED implementation using DDCL Eq 2.45: + P_crip = (b1 + n2) * tw * fyw / gamma_m0 + + Where: + b1 = stiff bearing length at support (mm) + n2 = dispersion length through web = 2.5 * tf for thick flanges (Cl. 8.7.4) + tw = web thickness (mm) + fyw = yield strength of web (MPa) + gamma_m0 = partial safety factor + + Args: + shear_force: Applied shear/reaction force (N) + b1: Stiff bearing length (mm) + tw: Web thickness (mm) + fy: Yield strength of web (MPa) + d: Clear depth of web (mm) + tf: Flange thickness (mm) - for n2 calculation + gamma_m0: Partial safety factor (typically 1.10) + logger: Logger instance + debug: Enable debug output + + Returns: + tuple: (is_safe, P_crip) where P_crip is web crippling capacity (N) + + Reference: + IS 800:2007 Cl. 8.7.4 + DDCL Section 2.4.10, Eq. 2.45 + """ + if logger is None: + unique_logger_name = 'Osdag_plate_girder_flexure' + logger = logging.getLogger(unique_logger_name) + + try: + # Input validation + if any(val <= 0 for val in [b1, tw, fy, d, tf]): + logger.warning("Invalid input parameters for web crippling check") + return False, 0 + + # IS 800:2007 Cl. 8.7.4 - Dispersion length n2 + # For thick flanges: n2 = 2.5 * tf + n2 = 2.5 * tf + + # DDCL Eq 2.45: P_crip = (b1 + n2) * tw * fyw / gamma_m0 + P_crip = (b1 + n2) * tw * fy / gamma_m0 + + # Additional slenderness warning + if d/tw > 200: + logger.warning("Web slenderness ratio (d/tw) exceeds 200. Additional stiffening may be required.") + + # Safety check + is_safe = P_crip >= shear_force + + if debug: + print(f"[DEBUG] Web Crippling (IS 800 Cl. 8.7.4):") + print(f"[DEBUG] b1={b1:.2f}, n2={n2:.2f}, tw={tw:.2f}, fy={fy:.2f}") + print(f"[DEBUG] P_crip = ({b1:.2f} + {n2:.2f}) * {tw:.2f} * {fy:.2f} / {gamma_m0} = {P_crip:.2f} N") + print(f"[DEBUG] Applied={shear_force:.2f} N, Ratio={shear_force/P_crip if P_crip > 0 else 100:.4f}") + + if not is_safe: + logger.warning(f"Web crippling resistance ({P_crip:.2f} N) is less than factored load ({shear_force:.2f} N)") + + return is_safe, P_crip + + except Exception as e: + logger.error(f"Error in web crippling calculation: {str(e)}") + return False, 0 + + +def check_web_crippling(shear_force, b1, tw, fy, d, gamma_m0, logger, debug=False): + """ + Backward compatible wrapper - uses tf = tw as approximation for flange thickness. + For more accurate results, use check_web_crippling_IS800 directly. + """ + # Use tw as approximation for tf if not provided + tf = tw # Conservative assumption + return check_web_crippling_IS800(shear_force, b1, tw, fy, d, tf, gamma_m0, logger, debug) + + +def web_crippling_laterally_supported_thick_web(Fy, gamma_m0, tw, tf_top, b1, total_depth, bottom_flange_thickness, top_flange_thickness, E, shear_force, logger, debug=False): + """ + Web crippling check for thick web plate girders using IS 800:2007 formula. + """ + web_height = total_depth - top_flange_thickness - bottom_flange_thickness + # Use average flange thickness for n2 calculation + tf_avg = (top_flange_thickness + bottom_flange_thickness) / 2 + return check_web_crippling_IS800(shear_force, b1, tw, Fy, web_height, tf_avg, gamma_m0, logger, debug) \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/checks/web_thickness.py b/osdag_core/design_type/plate_girder/checks/web_thickness.py new file mode 100644 index 000000000..bf682ad06 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/web_thickness.py @@ -0,0 +1,68 @@ +""" +Web thickness checks for plate girders per IS 800:2007 Cl. 8.6.1 +""" + +def min_web_thickness_thick_web(eff_depth, web_thickness, epsilon, stiffener_type, c_value, debug=False): + """ + Check minimum web thickness requirements for thick web plate girders. + Per IS 800:2007 Cl. 8.6.1.1 and 8.6.1.2, this validates web slenderness limits. + + Args: + eff_depth: Effective depth of web (mm) + web_thickness: Web thickness (mm) + epsilon: Material factor sqrt(250/fy) + stiffener_type: Type of stiffener ("no_stiffener", "transverse_only", + "transverse_and_one_longitudinal_compression", + "transverse_and_two_longitudinal_neutral") + c_value: Stiffener spacing (mm), can be 0 or 'NA' for no stiffeners + + Returns: + bool: True if web thickness is adequate per IS 800:2007 + + IS 800:2007 Reference: + Cl. 8.6.1.1 - Without transverse stiffeners: d/tw <= 200Īµ + Cl. 8.6.1.2 - With transverse stiffeners: + - c >= 1.5d: d/tw <= 200Īµ + - c <= 0.74d: d/tw <= 270Īµ + - Intermediate c: interpolate between limits + Cl. 8.6.1.2 - With longitudinal stiffeners: d/tw <= 345Īµ + """ + if web_thickness <= 0 or eff_depth <= 0: + return False + + slenderness = eff_depth / web_thickness + + # Check for longitudinal stiffeners first (highest limit) + if stiffener_type in ["transverse_and_one_longitudinal_compression", + "transverse_and_two_longitudinal_neutral"]: + limit = 345 * epsilon + return slenderness <= limit + + # No stiffeners case + if stiffener_type == "no_stiffener": + limit = 200 * epsilon + return slenderness <= limit + + # Transverse stiffeners only - limit depends on c/d ratio per Cl. 8.6.1.2 + if c_value == 'NA' or c_value == 0 or c_value is None: + # If no spacing provided, use conservative limit + limit = 200 * epsilon + else: + c = float(c_value) + cd_ratio = c / eff_depth + + if cd_ratio >= 1.5: + # Widely spaced stiffeners + limit = 200 * epsilon + elif cd_ratio <= 0.74: + # Closely spaced stiffeners + limit = 270 * epsilon + else: + # Intermediate spacing - linear interpolation between limits + # High: 270Īµ at cd=0.74, Low: 200Īµ at cd=1.5 + limit = 200 * epsilon + (270 - 200) * epsilon * (1.5 - cd_ratio) / (1.5 - 0.74) + + if debug: + print(f"[DEBUG] Web Thickness Check: d/tw={slenderness:.2f}, limit={limit:.2f}, type={stiffener_type}, ok={slenderness <= limit}") + return slenderness <= limit + diff --git a/osdag_core/design_type/plate_girder/checks/welds.py b/osdag_core/design_type/plate_girder/checks/welds.py new file mode 100644 index 000000000..b877b32b7 --- /dev/null +++ b/osdag_core/design_type/plate_girder/checks/welds.py @@ -0,0 +1,87 @@ +import math +from ....utils.common.is800_2007 import IS800_2007 +from ....utils.common.common_calculation import round_up +from ..core.section import shear_stress_unsym_I + +def weld_leg_from_q_with_cl10(q_kN_per_mm, ultimate_stresses): + """ + Compute filletā€weld leg a [mm] from shear flow, + using f_wd from cl.10.5.7.1.1. + """ + # 1) get f_wd in MPa ā†’ convert to N/mmĀ² + f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress( + ultimate_stresses + ) # MPa + + # 2) convert q to N/mm + q_N_per_mm = q_kN_per_mm + + # 3) throat thickness t = q / f_wd [mm] + t_throat = q_N_per_mm / f_wd + + # 4) leg size a = tĀ·āˆš2 + return t_throat * math.sqrt(2) + +def design_welds_with_strength_web_to_flange(V_ed, b_ft, t_ft, b_fb, t_fb, t_w, h_w, ultimate_stresses, debug=False): + # compute shear flows + sf = shear_stress_unsym_I(V_ed, b_ft, t_ft, b_fb, t_fb, t_w, h_w) + min_weld_legtop = IS800_2007.cl_10_5_2_3_min_weld_size(t_ft, t_w) + min_weld_legbot = IS800_2007.cl_10_5_2_3_min_weld_size(t_fb, t_w) + max_weld_legtop = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(t_ft, t_w) + max_weld_legbot = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(t_fb, t_w) + + # Calculate required weld size from shear flow + a_top_calc = weld_leg_from_q_with_cl10(sf['q_top_kN_per_mm'], ultimate_stresses) + a_bot_calc = weld_leg_from_q_with_cl10(sf['q_bot_kN_per_mm'], ultimate_stresses) + + # Clamp to min and max: max(min_size, min(calculated, max_size)) + a_top = round_up(max(min_weld_legtop, min(a_top_calc, max_weld_legtop)), 1) + a_bot = round_up(max(min_weld_legbot, min(a_bot_calc, max_weld_legbot)), 1) + + if debug: + print(f"[DEBUG] Welds: q_top={sf['q_top_kN_per_mm']:.2f}, q_bot={sf['q_bot_kN_per_mm']:.2f}, calc_top={a_top_calc:.2f}, calc_bot={a_bot_calc:.2f}, min_top={min_weld_legtop}, max_top={max_weld_legtop}, top_leg={a_top}, bot_leg={a_bot}") + return a_top, a_bot + + +def weld_for_end_stiffener(t_st, b_st, V_ed, V_unstf, D, t_ft, t_fb, tw, ultimate_stresses): + """ + t_st : thickness of stiffener + b_st : width of stiffener + V_ed : design shear force + V_unstf : unstiffened shear force + D : depth of section + t_ft : thickness of top flange + t_fb : thickness of bottom flange + tw : thickness of web + """ + # 0) available weld length + L_weld = D - t_ft - t_fb + + # 1) min weld per side + q1 = tw ** 2 / (5 * b_st) + + # 2) stiffener shear per unit length + if V_unstf is None: + V_unstf = 0 # If unstiffened capacity wasn't calculated, assume 0 + delta_V = max(V_ed - V_unstf, 0) + q2 = delta_V / L_weld + + # 3) total on one side + q_tot = q1 + q2 + + # 4) split into two welds (each face) + q_each = q_tot / 2 + + min_weld_legtop = IS800_2007.cl_10_5_2_3_min_weld_size(t_st, tw) + + max_weld_legtop = IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(t_st, tw) + + # weld legs using cl.10 strength + weld_stiff = weld_leg_from_q_with_cl10(q_each, ultimate_stresses) + + if weld_stiff < min_weld_legtop: + weld_stiff = min_weld_legtop + if weld_stiff > max_weld_legtop: + weld_stiff = max_weld_legtop + + return weld_stiff \ No newline at end of file diff --git a/texlive/__init__.py b/osdag_core/design_type/plate_girder/core/__init__.py similarity index 100% rename from texlive/__init__.py rename to osdag_core/design_type/plate_girder/core/__init__.py diff --git a/osdag_core/design_type/plate_girder/core/plate_girder.py b/osdag_core/design_type/plate_girder/core/plate_girder.py new file mode 100644 index 000000000..f423fe7f1 --- /dev/null +++ b/osdag_core/design_type/plate_girder/core/plate_girder.py @@ -0,0 +1,2603 @@ +import logging +import math +import numpy as np +# PySide6 is only available in the desktop app; wrap import so this file +# can still be imported in the web backend where PySide6 is not installed. +try: + from PySide6.QtWidgets import QDialog + from PySide6.QtCore import Qt +except ImportError: # pragma: no cover + QDialog = None + Qt = None +from ....Common import * +from ....utils.common.material import * +from ....utils.common.load import Load +from ....utils.common.component import ISection, Material, Plate +from ...member import Member +from ....Report_functions import * +from ....utils.common.common_calculation import * +from ...tension_member import * +from ....utils.common.Section_Properties_Calculator import BBAngle_Properties +from ....utils.common import is800_2007 +from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties +# New imports +from ....Common import * +try: + from ..gui.dialogs import RangeInputDialog + from osdag_gui.ui.components.dialogs.customized_popup import CustomValueSelectPopup + from ..gui.widgets import My_ListWidget, My_ListWidgetItem +except ImportError: + pass +from .section import Section, calc_yj, shear_stress_unsym_I, classify_section +from .pso_optimizer import GlobalBestPSO +from ..optimization.intelligent_pso import IntelligentPSO +from .utils import ceil_to_nearest, get_K_from_warping_restraint, get_effective_length_factor + +# ============================================================================== +# OPTIMIZATION & DEBUG CONFIGURATION +# ============================================================================== +USE_INTELLIGENT_PSO = True # Set False to use legacy PSO +DEBUG_MODE = True # Set True to enable detail printing +# ============================================================================== +from ..checks.shear import * +from ..checks.web_buckling import * +from ..checks.web_crippling import * +from ..checks.welds import * +from ..checks.moment import * +from ..checks.moment import * +from ..checks.deflection import evaluate_deflection_kNm_mm +from ..checks import SKIP_DEFLECTION +from ..checks.web_thickness import min_web_thickness_thick_web +from ..report.latex_report import save_design +from ....custom_logger import CustomLogger + +scale = 1 + +# Standard stiffener thickness values (used for intermediate and longitudinal stiffeners) +# Values: 6, 8, 10, 12, 14, 16, 18, 20, 22, 24, 26, 28, 30, 32, 36, 40 mm +VALUES_STIFFENER_THICKNESS = ['6', '8', '10', '12', '14', '16', '18', '20', + '22', '24', '26', '28', '30', '32', '36', '40'] + +class PlateGirderWelded(Member): + int_thicklist = [] + long_thicklist = [] + # Class-level warning flags for optimization methods + _flange_warning_logged = False + _dimension_warning_logged = False + _web_crippling_warning_logged = False + + def __init__(self): + super(PlateGirderWelded, self).__init__() + self.design_status = False + self.calculated_deflection = 'N/A' + self.deflection_limit = 'N/A' + self.deflection_skipped = False + self.hover_dict = {} # Required for CAD display tooltips + self.mainmodule = 'PLATE GIRDER' # Required for CommonDesignLogic routing + + # Configuration control + self.debug = DEBUG_MODE + self.use_intelligent_pso = USE_INTELLIGENT_PSO + + # Instance-level warning flags + self.flange_warning_logged = False # Flag to log b/tf warnings only once per session + self.dimension_warning_logged = False # Flag to log dimension warnings only once per session + self.web_crippling_warning_logged = False # Flag to log web crippling warnings only once per session + + # Initialize output-related attributes (needed for output_values before design runs) + self.result_designation = 'N/A' + self.section_classification_val = 'N/A' + self.result_UR = 0 + self.effectivearea = 'N/A' + self.web_thickness = 0 + self.top_flange_thickness = 0 + self.bottom_flange_thickness = 0 + self.betab = 'N/A' + self.warping_cnst = 'N/A' + self.torsion_cnst = 'N/A' + self.critical_moment = 'N/A' + self.design_moment = 'N/A' + self.V_d = 0 + self.V_cr = 0 + self.F_q = 0 + self.x = 'N/A' # Shear buckling method + self.end_panel_stiffener_thickness = 'N/A' + self.intstiffener_thk = 'N/A' + self.intstiffener_spacing = 'N/A' + self.longstiffener_thk = 'N/A' + self.longstiffener_no = 'N/A' + self.x1 = 0 + self.x2 = 0 + + # Defining default Bounds + self.bounds_map = { + 'tf': (6, 100), + 'tf_top': (6, 100), + 'tf_bot': (6, 100), + 'tw': (6, 40), + 'bf': (100, 1000), + 'bf_top': (100, 1000, 10), # width of top flange + 'bf_bot': (100, 1000, 10), # width of bottom flange + 'D': (200, 2000, 25), # total depth + 'c': (100, 6000), # IS 800: 0.5d (min 100) to 3d (max 6000) + 't_stiff': (6, 50) # IS 800: d/50 (max 40) + margin + } + # to save bound input widgets + self.bound_widgets = {} + + ############################################### + # Design Preference Functions Start + ############################################### + def tab_list(self): + tabs = [] + + t1 = (KEY_DISP_GIRDERSEC, TYPE_TAB_1, self.tab_girder_sec) + tabs.append(t1) + + t5 = ("Optimisation", TYPE_TAB_2, self.optimization_tab_welded_plate_girder_design) + tabs.append(t5) + + t1 = ("Stiffeners", TYPE_TAB_2, self.Stiffener_design) + tabs.append(t1) + + t1 = ("Additional Girder Data", TYPE_TAB_2, self.girder_geometry) + tabs.append(t1) + + t5 = ("Design", TYPE_TAB_2, self.design_values) + tabs.append(t5) + + t6 = ("Deflection" , TYPE_TAB_2, self.deflection_values) + tabs.append(t6) + + return tabs + + def tab_value_changed(self): + change_tab = [] + + # Include Label_7 (web thickness) to get correct thickness-dependent Fy values + t1 = (KEY_DISP_GIRDERSEC, [KEY_SEC_MATERIAL, 'Label_7'], [KEY_SEC_FU, KEY_SEC_FY], TYPE_TEXTBOX, self.get_fu_fy_I_section_plate_girder) + change_tab.append(t1) + + t4 = (KEY_DISP_GIRDERSEC, ['Label_6', 'Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11',KEY_SEC_FY], + ['Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', 'Label_18', + 'Label_19', 'Label_20', 'Label_21', 'Label_22','Label_23'], TYPE_TEXTBOX, self.Unsymm_I_Section_properties) + change_tab.append(t4) + + t9 = ("Deflection", [KEY_STR_TYPE], [KEY_MEMBER_OPTIONS], TYPE_COMBOBOX, self.member_options_change) + change_tab.append(t9) + t9 = ("Deflection", [KEY_MEMBER_OPTIONS], [KEY_SUPPORTING_OPTIONS], TYPE_COMBOBOX, self.supp_options_change) + change_tab.append(t9) + t9 = ("Deflection", [KEY_STR_TYPE,KEY_DESIGN_LOAD,KEY_MEMBER_OPTIONS,KEY_SUPPORTING_OPTIONS], [KEY_MAX_DEFL], TYPE_TEXTBOX, self.max_defl_change) + change_tab.append(t9) + t10 = ("Stiffeners", [KEY_IntermediateStiffener_thickness], [KEY_IntermediateStiffener_thickness_val], TYPE_COMBOBOX, self.Int_stiffener_thickness_customized) + change_tab.append(t10) + t11 = ("Stiffeners", [KEY_LongitudnalStiffener_thickness], [KEY_LongitudnalStiffener_thickness_val], TYPE_COMBOBOX, self.Long_stiffener_thickness_customized) + change_tab.append(t11) + + return change_tab + + def edit_tabs(self): + return [] + + def input_dictionary_design_pref(self): + design_input = [] + + t1 = (KEY_DISP_GIRDERSEC, TYPE_COMBOBOX, [KEY_SEC_MATERIAL]) + design_input.append(t1) + + t1 = (KEY_DISP_GIRDERSEC, TYPE_TEXTBOX, [KEY_SEC_FU, KEY_SEC_FY]) + design_input.append(t1) + + t2 = ("Optimisation", TYPE_TEXTBOX, [KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE]) + design_input.append(t2) + + t2 = ("Optimisation", TYPE_COMBOBOX, [KEY_ALLOW_CLASS, KEY_LOAD]) + design_input.append(t2) + + t2 = ("Stiffeners", TYPE_COMBOBOX, [KEY_IntermediateStiffener,KEY_LongitudnalStiffener,KEY_IntermediateStiffener_thickness,KEY_LongitudnalStiffener_thickness]) + design_input.append(t2) + + t2 = ("Stiffeners", TYPE_TEXTBOX, [KEY_IntermediateStiffener_spacing]) + design_input.append(t2) + + t2 = ("Stiffeners", TYPE_COMBOBOX, [KEY_ShearBucklingOption,KEY_IntermediateStiffener_thickness_val,KEY_LongitudnalStiffener_thickness_val]) + design_input.append(t2) + + t2 = ("Additional Girder Data", TYPE_COMBOBOX, [KEY_IS_IT_SYMMETRIC]) + design_input.append(t2) + + t6 = ("Design", TYPE_COMBOBOX, [KEY_DP_DESIGN_METHOD]) + design_input.append(t6) + + t7 = ("Deflection",TYPE_COMBOBOX, [KEY_STR_TYPE,KEY_DESIGN_LOAD,KEY_MEMBER_OPTIONS,KEY_SUPPORTING_OPTIONS]) + design_input.append(t7) + t7 = ("Deflection",TYPE_TEXTBOX, [KEY_MAX_DEFL]) + design_input.append(t7) + + return design_input + + def input_dictionary_without_design_pref(self): + """ + This function is used to choose values of design preferences to be saved to + design dictionary if design preference is never opened by user. It sets all design + preference values to default. + + If any design preference value needs to be set to input dock value, tuple shall be: + (Key of input dock, [List of Keys from design preference], 'Input Dock') + + If the values needs to be set to default: + (None, [List of Design Preference Keys], '') + + Note: Input dock values (from input_values()) are automatically captured by design_fn() + via widget reading. This function handles ADDITIONAL INPUTS / DESIGN PREFERENCES values + that should get defaults when those dialogs are never opened. + """ + design_input = [] + + # ========================================================================== + # Input Dock -> Design Preference Synchronization + # ========================================================================== + + # Synchronize design preference material with input dock material + t1 = (KEY_MATERIAL, [KEY_SEC_MATERIAL], 'Input Dock') + design_input.append(t1) + + # ========================================================================== + # Design Preference Defaults (when Additional Inputs is never opened) + # ========================================================================== + + # Material strength properties - computed from material when design pref not opened + t_mat_props = (None, [KEY_SEC_FU, KEY_SEC_FY], '') + design_input.append(t_mat_props) + + # Optimisation tab defaults + t_opt = (None, [KEY_ALLOW_CLASS, KEY_EFFECTIVE_AREA_PARA, KEY_LENGTH_OVERWRITE, KEY_LOAD], '') + design_input.append(t_opt) + + # Stiffeners tab defaults + t_stiff = (None, [KEY_IntermediateStiffener, KEY_LongitudnalStiffener, + KEY_IntermediateStiffener_thickness, KEY_LongitudnalStiffener_thickness, + KEY_IntermediateStiffener_spacing, KEY_ShearBucklingOption, + KEY_IntermediateStiffener_thickness_val, KEY_LongitudnalStiffener_thickness_val], '') + design_input.append(t_stiff) + + # Additional Girder Data tab defaults + t_girder = (None, [KEY_IS_IT_SYMMETRIC], '') + design_input.append(t_girder) + + # Design tab defaults + t_design = (None, [KEY_DP_DESIGN_METHOD], '') + design_input.append(t_design) + + # Deflection tab defaults + t_defl = (None, [KEY_STR_TYPE, KEY_DESIGN_LOAD, KEY_MEMBER_OPTIONS, KEY_SUPPORTING_OPTIONS, KEY_MAX_DEFL], '') + design_input.append(t_defl) + + return design_input + + def refresh_input_dock(self): + add_buttons = [] + return add_buttons + + def get_values_for_design_pref(self, key, design_dictionary): + # Compute material-dependent defaults for Fu and Fy + material_grade = design_dictionary.get(KEY_MATERIAL, 'E 250 (Fe 410 W)A') + try: + mat = Material(material_grade, 20) # 20mm reference thickness + default_fu = str(int(mat.fu)) + default_fy = str(int(mat.fy)) + except: + default_fu = '410' + default_fy = '250' + + val = { + KEY_ALLOW_CLASS: 'Yes', + KEY_EFFECTIVE_AREA_PARA: '1.0', + KEY_LENGTH_OVERWRITE: 'NA', + KEY_LOAD: 'Normal', + KEY_DP_DESIGN_METHOD: "Limit State Design", + KEY_SEC_FU: default_fu, + KEY_SEC_FY: default_fy, + KEY_ShearBucklingOption: KEY_DISP_SB_Option[0], + KEY_IS_IT_SYMMETRIC: 'Symmetrical', + KEY_IntermediateStiffener_spacing:'NA', + KEY_IntermediateStiffener: 'No', + KEY_IntermediateStiffener_thickness:'All', + KEY_LongitudnalStiffener: 'No', + KEY_LongitudnalStiffener_thickness:'All', + KEY_STR_TYPE:'Highway Bridge', + KEY_DESIGN_LOAD:'Live Load', + KEY_MEMBER_OPTIONS :'Simple Span', + KEY_SUPPORTING_OPTIONS: 'NA', + KEY_MAX_DEFL : 600, + KEY_IntermediateStiffener_thickness_val : VALUES_STIFFENER_THICKNESS, + KEY_LongitudnalStiffener_thickness_val : VALUES_STIFFENER_THICKNESS + }[key] + return val + + def member_options_change(self, arg): + if arg[0] == KEY_DISP_STR_TYP3: + return {KEY_MEMBER_OPTIONS : VALUES_MEMBER_OPTIONS[1]} + elif arg[0] == KEY_DISP_STR_TYP4: + return {KEY_MEMBER_OPTIONS :VALUES_MEMBER_OPTIONS[2]} + else: + return {KEY_MEMBER_OPTIONS : VALUES_MEMBER_OPTIONS[0]} + + def supp_options_change(self, arg): + if arg[0] in ['Purlin and Girts', 'Simple span', 'Cantilever span']: + return {KEY_SUPPORTING_OPTIONS : VALUES_SUPPORTING_OPTIONS_PSC} + elif arg[0] == 'Rafter Supporting': + return {KEY_SUPPORTING_OPTIONS : VALUES_SUPPORTING_OPTIONS_RS} + elif arg[0] == 'Gantry': + return {KEY_SUPPORTING_OPTIONS : VALUES_SUPPORTING_OPTIONS_GNT} + elif arg[0] in ['Floor and roof', 'Cantilever']: + return {KEY_SUPPORTING_OPTIONS : VALUES_SUPPORTING_OPTIONS_FRC} + else: + return {KEY_SUPPORTING_OPTIONS : VALUES_SUPPORTING_OPTIONS_DEF} + + def max_defl_change(self, arg): + if arg[0] in ['Highway Bridge','Railway Bridge']: + if arg[2] == 'Simple Span': + if arg[1] == 'Live load': + return {KEY_MAX_DEFL :VALUES_MAX_DEFL[0]} + elif arg[1] == 'Dead load': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[1]} + else: + return {KEY_MAX_DEFL : 'NA'} + else: + if arg[1] == 'Live load': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[2]} + elif arg[1] == 'Dead load': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[1]} + else: + return {KEY_MAX_DEFL : 'NA'} + elif arg[0] == 'Other Building': + if arg[1] == 'Live load': + if arg[2] == 'Floor and roof': + if arg[3] == 'Elements not susceptible to cracking': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[3]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[4]} + else: + if arg[3] == 'Elements not susceptible to cracking': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[5]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[6]} + else: + return {KEY_MAX_DEFL : 'NA'} + else: + if arg[2] == 'Purlin and Girts' and arg[1] == 'Live load': + if arg[3] == 'Elastic cladding': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[5]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[6]} + elif arg[2] == 'Simple span' and arg[1] == 'Live load': + if arg[3] == 'Elastic cladding': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[7]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[3]} + elif arg[2] == 'Cantilever span' and arg[1] == 'Live load': + if arg[3] == 'Elastic cladding': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[8]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[5]} + elif arg[2] == 'Rafter Supporting' and arg[1] == 'Live load': + if arg[3] == 'Profiled Metal sheeting': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[6]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[7]} + elif arg[2] == 'Gantry' and arg[1] == 'Live load': + if arg[1] == 'Crane Load(Manual operation)': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[9]} + elif arg[1] == 'Crane load(Electric operation up to 50t)': + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[10]} + else: + return {KEY_MAX_DEFL : VALUES_MAX_DEFL[11]} + else: + return {KEY_MAX_DEFL : 'NA'} + + + def Int_stiffener_thickness_customized(self, arg): + selected_items = [] + if arg[0] == 'All': + # Reset the class-level list so next time Customized is clicked, all values are selected + PlateGirderWelded.int_thicklist = [] + return {KEY_IntermediateStiffener_thickness_val : VALUES_STIFFENER_THICKNESS} + else: + selected_items = [] + if QDialog is not None: + # Use new styled popup from osdag_gui + window = QDialog() + ui = CustomValueSelectPopup() + ui.setupUi(window, [], "") # No disabled values, no note + + # Pre-select previously selected items, or all items if first time + existing_selections = PlateGirderWelded.int_thicklist if PlateGirderWelded.int_thicklist else VALUES_STIFFENER_THICKNESS + ui.addAvailableItems(VALUES_STIFFENER_THICKNESS, existing_selections) + + window.exec() + selected_items = ui.get_right_elements() + + if selected_items: + PlateGirderWelded.int_thicklist = selected_items + else: + PlateGirderWelded.int_thicklist = selected_items + return {KEY_IntermediateStiffener_thickness_val : selected_items if selected_items else VALUES_STIFFENER_THICKNESS} + + def Long_stiffener_thickness_customized(self, arg): + selected_items = [] + if arg[0] == 'All': + # Reset the class-level list so next time Customized is clicked, all values are selected + PlateGirderWelded.long_thicklist = [] + return {KEY_LongitudnalStiffener_thickness_val : VALUES_STIFFENER_THICKNESS} + else: + selected_items2 = [] + if QDialog is not None: + # Use new styled popup from osdag_gui + window = QDialog() + ui = CustomValueSelectPopup() + ui.setupUi(window, [], "") # No disabled values, no note + + # Pre-select previously selected items, or all items if first time + existing_selections = PlateGirderWelded.long_thicklist if PlateGirderWelded.long_thicklist else VALUES_STIFFENER_THICKNESS + ui.addAvailableItems(VALUES_STIFFENER_THICKNESS, existing_selections) + + window.exec() + selected_items2 = ui.get_right_elements() + + if selected_items2: + PlateGirderWelded.long_thicklist = selected_items2 + else: + PlateGirderWelded.long_thicklist = selected_items2 + return {KEY_LongitudnalStiffener_thickness_val : selected_items2 if selected_items2 else VALUES_STIFFENER_THICKNESS} + + + @staticmethod + def module_name(): + return KEY_DISP_PLATE_GIRDER_WELDED + + def set_osdaglogger(self, key, id): + """ + Function to set Logger for FinPlate Module + """ + # @author Arsil Zunzunia + + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_plate_girder_flexure' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- + if key is not None: + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + + def customized_input(self): + c_lst = [] + t1 = (KEY_WEB_THICKNESS_PG, self.web_thickness_customized) + c_lst.append(t1) + t2 = (KEY_TOP_FLANGE_THICKNESS_PG, self.top_flange_thickness_customized) + c_lst.append(t2) + t3 = (KEY_BOTTOM_FLANGE_THICKNESS_PG, self.bottom_flange_thickness_customized) + c_lst.append(t3) + return c_lst + + @staticmethod + def web_thickness_customized(): + return [str(thk) for thk in VALUES_PLATETHK_CUSTOMIZED] + + @staticmethod + def top_flange_thickness_customized(): + return [str(thk) for thk in VALUES_PLATETHK_CUSTOMIZED] + + @staticmethod + def bottom_flange_thickness_customized(): + return [str(thk) for thk in VALUES_PLATETHK_CUSTOMIZED] + + def input_values(self): + self.module = KEY_DISP_PLATE_GIRDER_WELDED + options_list = [] + t1 = (None, KEY_DISP_PG_SectionDetail, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + t1 = (KEY_MODULE, KEY_DISP_PLATE_GIRDER_WELDED, TYPE_MODULE, None, True, "No Validator") + options_list.append(t1) + t4 = (KEY_MATERIAL, KEY_DISP_MATERIAL, TYPE_COMBOBOX, VALUES_MATERIAL, True, 'No Validator') + options_list.append(t4) + t2 = (KEY_OVERALL_DEPTH_PG_TYPE, KEY_DISP_OVERALL_DEPTH_PG_TYPE, TYPE_COMBOBOX, VALUES_DEPTH_PG, True, 'No Validator') + options_list.append(t2) + t33 = (KEY_OVERALL_DEPTH_PG, KEY_DISP_OVERALL_DEPTH_PG, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t33) + t4 = (KEY_WEB_THICKNESS_PG, KEY_DISP_WEB_THICKNESS_PG, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t4) + t2 = (KEY_TOP_Bflange_PG, KEY_DISP_TOP_Bflange_PG, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t2) + t4 = (KEY_TOP_FLANGE_THICKNESS_PG, KEY_DISP_TOP_FLANGE_THICKNESS_PG, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'Int Validator') + options_list.append(t4) + t22 = (KEY_BOTTOM_Bflange_PG, KEY_DISP_BOTTOM_Bflange_PG, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t22) + t4 = (KEY_BOTTOM_FLANGE_THICKNESS_PG, KEY_DISP_BOTTOM_FLANGE_THICKNESS_PG, TYPE_COMBOBOX, VALUES_PLATETHK_CUSTOMIZED, True, 'No Validator') + options_list.append(t4) + t2 = (KEY_LENGTH, KEY_DISP_LENGTH, TYPE_TEXTBOX ,None, True, 'No Validator') + options_list.append(t2) + t1 = (None, KEY_DISP_SECTION_DATA_PG, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t1) + t2 = (KEY_DESIGN_TYPE_FLEXURE, KEY_BEAM_SUPP_TYPE, TYPE_COMBOBOX, VALUES_SUPP_TYPE_temp, True, "No Validator") + options_list.append(t2) + t5 = (KEY_SUPPORT_WIDTH, KEY_DISP_SUPPORT_WIDTH, TYPE_TEXTBOX, None, True, 'Int Validator') + options_list.append(t5) + t4 = (KEY_WEB_PHILOSOPHY, KEY_DISP_WEB_PHILOSOPHY, TYPE_COMBOBOX, WEB_PHILOSOPHY_list, True, 'No Validator') + options_list.append(t4) + t10 = (KEY_TORSIONAL_RES, DISP_TORSIONAL_RES, TYPE_COMBOBOX, Torsion_Restraint_list, True, 'No Validator') + options_list.append(t10) + t11 = (KEY_WARPING_RES, DISP_WARPING_RES, TYPE_COMBOBOX, Warping_Restraint_list, True, 'No Validator') + options_list.append(t11) + t7 = (None, KEY_LOADING, TYPE_TITLE, None, True, 'No Validator') + options_list.append(t7) + t8 = (KEY_MOMENT, KEY_DISP_MOMENT, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + t8 = (KEY_SHEAR, KEY_DISP_SHEAR, TYPE_TEXTBOX, None, True, 'No Validator') + options_list.append(t8) + t8= (KEY_BENDING_MOMENT_SHAPE, KEY_DISP_BENDING_MOMENT_SHAPE, TYPE_COMBOBOX, Bending_moment_shape_list, True, 'No Validator' ) + options_list.append(t8) + return options_list + + def fn_torsion_warping(self, arg): + if arg[0] == Torsion_Restraint1: + return Warping_Restraint_list + elif arg[0] == Torsion_Restraint2: + return [Warping_Restraint5] + else: + return [Warping_Restraint5] + + def axis_bending_change(self, arg): + if arg[0] == KEY_DISP_DESIGN_TYPE_FLEXURE: + return ['NA'] + else: + return VALUES_BENDING_TYPE + + def fn_conn_image(self, arg): + img = arg[0] + if img == Bending_moment_shape_list[0]: + return VALUES_IMAGE_PLATEGIRDER[0] + elif img ==Bending_moment_shape_list[1]: + return VALUES_IMAGE_PLATEGIRDER[1] + elif img ==Bending_moment_shape_list[2]: + return VALUES_IMAGE_PLATEGIRDER[2] + elif img ==Bending_moment_shape_list[3]: + return VALUES_IMAGE_PLATEGIRDER[3] + else: + return VALUES_IMAGE_PLATEGIRDER[4] + + def customized_dims(self, arg): + conn = arg[0] + if conn == "Customized": + return True + else: + return False + + def customize_combo_dims(self, arg): + """Return thickness options based on Design Type. + - Customized: regular thickness dropdown + - Optimized: All/Customized dropdown for popup selection + """ + conn = arg[0] + if conn == "Customized": + return VALUES_PLATETHK_CUSTOMIZED + else: # Optimized + return VALUES_ALL_CUSTOMIZED + + def input_value_changed(self): + lst = [] + t3 = ([KEY_TORSIONAL_RES], KEY_WARPING_RES, TYPE_COMBOBOX, self.fn_torsion_warping) + lst.append(t3) + t45 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_OVERALL_DEPTH_PG, TYPE_TEXTBOX, self.customized_dims) + lst.append(t45) + t3 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_TOP_Bflange_PG, TYPE_TEXTBOX, self.customized_dims) + lst.append(t3) + t24 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_BOTTOM_Bflange_PG, TYPE_TEXTBOX, self.customized_dims) + lst.append(t24) + + t25 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_WEB_THICKNESS_PG, TYPE_COMBOBOX, self.customize_combo_dims) + lst.append(t25) + t26 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_TOP_FLANGE_THICKNESS_PG, TYPE_COMBOBOX, self.customize_combo_dims) + lst.append(t26) + t27 = ([KEY_OVERALL_DEPTH_PG_TYPE], KEY_BOTTOM_FLANGE_THICKNESS_PG, TYPE_COMBOBOX, self.customize_combo_dims) + lst.append(t27) + + t3 = ([KEY_MATERIAL], KEY_MATERIAL, TYPE_CUSTOM_MATERIAL, self.new_material) + lst.append(t3) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_T_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_T_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_W_constatnt, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_W_constatnt, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_Elastic_CM, TYPE_OUT_LABEL, self.output_modifier) + lst.append(t18) + t18 = ([KEY_DESIGN_TYPE_FLEXURE], KEY_Elastic_CM, TYPE_OUT_DOCK, self.output_modifier) + lst.append(t18) + t19 = ([KEY_WEB_PHILOSOPHY],KEY_IntermediateStiffener_thickness,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t19) + t20 = ([KEY_WEB_PHILOSOPHY],KEY_IntermediateStiffener_thickness,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t20) + t21 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudnalStiffener_thickness,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t21) + t22 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudnalStiffener_thickness,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t22) + t23 = ([KEY_WEB_PHILOSOPHY],KEY_IntermediateStiffener_spacing,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t23) + t24 = ([KEY_WEB_PHILOSOPHY],KEY_IntermediateStiffener_spacing,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t24) + t25 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudnalStiffener_numbers,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t25) + t26 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudnalStiffener_numbers,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t26) + t27 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudinalStiffener1_pos,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t27) + t27 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudinalStiffener1_pos,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t27) + t27 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudinalStiffener2_pos,TYPE_OUT_LABEL,self.output_modifier2) + lst.append(t27) + t27 = ([KEY_WEB_PHILOSOPHY],KEY_LongitudinalStiffener2_pos,TYPE_OUT_DOCK,self.output_modifier2) + lst.append(t27) + return lst + + def warning_majorbending(self, arg): + if arg[0] == VALUES_SUPP_TYPE_temp[2]: + return True + else: + return False + + def output_modifier(self, arg): + # Always show output fields regardless of support type selection + # Return False = visible, True = hidden (inverted logic in input_dock.py) + return False + + def output_modifier_long_stiffener(self, arg): + if arg[0] == 'Thin we': + return False + else: + return True + + def output_modifier2(self, arg): + # Always show stiffener output fields regardless of web philosophy + # Return False = visible, True = hidden (inverted logic in input_dock.py) + return False + + def output_values(self, flag): + out_list = [] + + # 1. Section Details + t0 = (None, KEY_DISP_PG_SectionDetail, TYPE_TITLE, None, True) + out_list.append(t0) + + t1 = (KEY_TITLE_OPTIMUM_DESIGNATION, KEY_DISP_TITLE_OPTIMUM_DESIGNATION, TYPE_TEXTBOX, + self.result_designation if flag else '', True) + out_list.append(t1) + + t2 = (KEY_OPTIMUM_SC, KEY_DISP_OPTIMUM_SC, TYPE_TEXTBOX, self.section_classification_val if flag else '', True) + out_list.append(t2) + + t3 = (KEY_OPTIMUM_UR_COMPRESSION, KEY_DISP_OPTIMUM_UR_COMPRESSION, TYPE_TEXTBOX, round(self.result_UR,3) if flag else '', True) + out_list.append(t3) + + t4 = (KEY_EFF_SEC_AREA, KEY_DISP_EFF_SEC_AREA, TYPE_TEXTBOX, self.effectivearea if flag else '', True) + out_list.append(t4) + + t_web = (KEY_WEB_THICKNESS_PG, KEY_DISP_WEB_THICKNESS_PG, TYPE_TEXTBOX, + self.web_thickness if flag else '', True) + out_list.append(t_web) + + t_tf_top = (KEY_TOP_FLANGE_THICKNESS_PG, KEY_DISP_TOP_FLANGE_THICKNESS_PG, TYPE_TEXTBOX, + self.top_flange_thickness if flag else '', True) + out_list.append(t_tf_top) + + t_tf_bot = (KEY_BOTTOM_FLANGE_THICKNESS_PG, KEY_DISP_BOTTOM_FLANGE_THICKNESS_PG, TYPE_TEXTBOX, + self.bottom_flange_thickness if flag else '', True) + out_list.append(t_tf_bot) + + # 2. Moment Design Details + t0 = (None, DISP_TITLE_MOMENT_DESIGN, TYPE_TITLE, None, True) + out_list.append(t0) + + t_beta = (KEY_betab_constatnt, KEY_DISP_betab_constatnt, TYPE_TEXTBOX, + self.betab if flag else '', True) + out_list.append(t_beta) + + t_warp = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.warping_cnst if flag else '', True) + out_list.append(t_warp) + + t_tor = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.torsion_cnst if flag else '', True) + out_list.append(t_tor) + + # Mcr + t_mcr = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.critical_moment if flag else '', True) + out_list.append(t_mcr) + + t_md = (KEY_MOMENT_STRENGTH, KEY_DISP_DESIGN_BENDING_STRENGTH, TYPE_TEXTBOX, + self.design_moment if flag else '', True) + out_list.append(t_md) + + # 3. Shear Design Details + t0 = (None, DISP_TITLE_SHEAR_DESIGN, TYPE_TITLE, None, True) + out_list.append(t0) + + # Shear Capacity (Vd) + if not hasattr(self, 'V_d') or self.V_d is None: self.V_d = 0 + t_vd = (KEY_SHEAR_STRENGTH, "Shear Capacity (kN)", TYPE_TEXTBOX, round(self.V_d/1000, 2) if flag else '', True) + out_list.append(t_vd) + + # Shear Buckling Resistance (Vcr) + if not hasattr(self, 'V_cr') or self.V_cr is None: self.V_cr = 0 + t_vcr = (KEY_BUCKLING_STRENGTH, "Shear Buckling Resistance (kN)", TYPE_TEXTBOX, round(self.V_cr/1000, 2) if flag else '', True) + out_list.append(t_vcr) + + # Web Crippling (Fq) + if not hasattr(self, 'F_q') or self.F_q is None: self.F_q = 0 + t_fq = (KEY_WEB_CRIPPLING, "Web Crippling Strength (kN)", TYPE_TEXTBOX, round(self.F_q/1000, 2) if flag else '', True) + out_list.append(t_fq) + + # 4. Stiffener Design + t0 = (None, KEY_DISP_DESIGN_STIFFER, TYPE_TITLE, None, True) + out_list.append(t0) + + # Capacity based on Method + # Assuming user means the method used? or the capacity? + # I'll display the Method Name for now as "Capacity based on..." is ambiguous if value is Vd. + method_name = "N/A" + if hasattr(self, 'x'): method_name = self.x # self.x stores the method ('Simple Post...' or 'Tension Field') + t_method = ('ShearBucklingMethod', "Method", TYPE_TEXTBOX, method_name if flag else '', True) + out_list.append(t_method) + + t_end_thk = (KEY_EndpanelStiffener_thickness, "End Panel Stiffener Thickness (mm)", TYPE_TEXTBOX, self.end_panel_stiffener_thickness if flag else '', True) + out_list.append(t_end_thk) + + # Number of End Panel Stiffeners + # Default to 2 (Pair) if designed? + if flag: + num_end = "2 (Pair)" if (self.end_panel_stiffener_thickness != "N/A" and self.end_panel_stiffener_thickness != 0) else "0" + else: + num_end = '' + t_end_no = ('EndPanelStiffenerNo', "Number of End Panel Stiffeners", TYPE_TEXTBOX, num_end, True) + out_list.append(t_end_no) + + t_int_thk = (KEY_IntermediateStiffener_thickness, KEY_DISP_IntermediateStiffener_thickness, TYPE_TEXTBOX, + self.intstiffener_thk if flag else '', True) + out_list.append(t_int_thk) + + t_int_space = (KEY_IntermediateStiffener_spacing, "Intermediate Stiffener Spacing (mm)", TYPE_TEXTBOX, + self.intstiffener_spacing if flag else '', True) + out_list.append(t_int_space) + + t_long_thk = (KEY_LongitudnalStiffener_thickness, KEY_DISP_LongitudnalStiffener_thickness, TYPE_TEXTBOX, + self.longstiffener_thk if flag else '', True) + out_list.append(t_long_thk) + + t_long_no = (KEY_LongitudnalStiffener_numbers, KEY_DISP_LongitudnalStiffener_numbers, TYPE_TEXTBOX, self.longstiffener_no if flag else '', True) + out_list.append(t_long_no) + + # Stiffener positions + t_x1 = (KEY_LongitudinalStiffener1_pos, "Stiffener 1 Pos. from Comp. Flange (mm)", TYPE_TEXTBOX, self.x1 if flag else '',True) + out_list.append(t_x1) + t_x2 = (KEY_LongitudinalStiffener2_pos, "Stiffener 2 Pos. from Comp. Flange (mm)", TYPE_TEXTBOX, self.x2 if flag else '',True) + out_list.append(t_x2) + + # 5. Deflection Check + t0 = (None, DISP_TITLE_DEFLECTION, TYPE_TITLE, None, True) + out_list.append(t0) + + t_def = (KEY_MAX_DEFL, 'Calculated Deflection (mm)', TYPE_TEXTBOX, self.calculated_deflection if flag else '', True) + out_list.append(t_def) + + t_def_limit = ('DeflectionLimit', 'Permissible Deflection (mm)', TYPE_TEXTBOX, self.deflection_limit if flag else '', True) + out_list.append(t_def_limit) + + # 6. Weld Details + t0 = (None, "Weld Details", TYPE_TITLE, None, True) + out_list.append(t0) + + # Web-to-Top Flange Weld + if not hasattr(self, 'atop') or self.atop is None: self.atop = 0 + t_weld_top = ('WeldTopFlange', "Web-to-Top Flange Weld Size (mm)", TYPE_TEXTBOX, round(self.atop, 1) if flag else '', True) + out_list.append(t_weld_top) + + # Web-to-Bottom Flange Weld + if not hasattr(self, 'abot') or self.abot is None: self.abot = 0 + t_weld_bot = ('WeldBotFlange', "Web-to-Bottom Flange Weld Size (mm)", TYPE_TEXTBOX, round(self.abot, 1) if flag else '', True) + out_list.append(t_weld_bot) + + # Stiffener Weld + if not hasattr(self, 'weld_stiff') or self.weld_stiff is None: self.weld_stiff = 0 + t_weld_stiff = ('WeldStiffener', "Stiffener Weld Size (mm)", TYPE_TEXTBOX, round(self.weld_stiff, 1) if flag and self.weld_stiff else 'N/A', True) + out_list.append(t_weld_stiff) + + return out_list + + def spacing(self, status): + spacing = [] + t2 = (KEY_T_constatnt, KEY_DISP_T_constatnt, TYPE_TEXTBOX, + self.result_tc if status else '', False) + spacing.append(t2) + t2 = (KEY_W_constatnt, KEY_DISP_W_constatnt, TYPE_TEXTBOX, self.result_wc if status else '', False) + spacing.append(t2) + t2 = (KEY_IMPERFECTION_FACTOR_LTB, KEY_DISP_IMPERFECTION_FACTOR, TYPE_TEXTBOX, self.result_IF_lt if status else '', False) + spacing.append(t2) + t2 = (KEY_SR_FACTOR_LTB, KEY_DISP_SR_FACTOR, TYPE_TEXTBOX, self.result_srf_lt if status else '', False) + spacing.append(t2) + t2 = (KEY_NON_DIM_ESR_LTB, KEY_DISP_NON_DIM_ESR, TYPE_TEXTBOX, self.result_nd_esr_lt if status else '', False) + spacing.append(t2) + t1 = (KEY_DESIGN_STRENGTH_COMPRESSION, KEY_DISP_COMP_STRESS, TYPE_TEXTBOX, + self.result_fcd__lt if status else '', False) + spacing.append(t1) + t2 = (KEY_Elastic_CM, KEY_DISP_Elastic_CM, TYPE_TEXTBOX, self.result_mcr if status else '', False) + spacing.append(t2) + + def func_for_validation(self, design_dictionary): + if self.debug: + print("\n" + "-"*40) + print("DEBUG: PLATE GIRDER - func_for_validation") + print(f"DEBUG: design_dictionary keys count: {len(design_dictionary)}") + + all_errors = [] + self.design_status = False + flag = False + self.output_values(flag) + flag1 = False + flag2 = False + flag3 = False + option_list = self.input_values() + if self.debug: + print(f"DEBUG: Checking {len(option_list)} options for validation") + missing_fields_list = [] + for option in option_list: + if option[2] == TYPE_TEXTBOX or option[0] == KEY_LENGTH or option[0] == KEY_SHEAR or option[0] == KEY_MOMENT: + try: + if design_dictionary[option[0]] == '': + if design_dictionary['Total.Design_Type'] == 'Optimized': + if design_dictionary[KEY_OVERALL_DEPTH_PG] == '' or design_dictionary[KEY_TOP_Bflange_PG] == '' or design_dictionary[KEY_BOTTOM_Bflange_PG] == '': + pass + else: + missing_fields_list.append(option[1]) + continue + else: + missing_fields_list.append(option[1]) + continue + if option[0] == KEY_LENGTH: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag1 = True + elif option[0] == KEY_SHEAR: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag2 = True + elif option[0] == KEY_MOMENT: + if float(design_dictionary[option[0]]) <= 0.0: + error = "Input value(s) cannot be equal or less than zero." + all_errors.append(error) + else: + flag3 = True + except: + error = "Input value(s) are not valid" + all_errors.append(error) + + if len(missing_fields_list) > 0: + error = self.generate_missing_fields_error_string(missing_fields_list) + all_errors.append(error) + if self.debug: + print(f"DEBUG: Validation FAILED - Missing fields: {missing_fields_list}") + else: + flag = True + + if self.debug: + print(f"DEBUG: Validation flags -> flag(fields):{flag}, flag1(length):{flag1}, flag2(shear):{flag2}, flag3(moment):{flag3}") + + if flag and flag1 and flag2 and flag3: + if self.debug: + print("DEBUG: Validation PASSED - Calling set_input_values") + self.set_input_values(design_dictionary) + else: + if self.debug: + print(f"DEBUG: Validation FAILED - Errors: {all_errors}") + return all_errors + if self.debug: + print("-"*40 + "\n") + + def get_3d_components(self): + components = [] + t1 = ('Model', self.call_3DModel) + components.append(t1) + t2 = ('Web', self.call_3DWeb) + components.append(t2) + t3 = ('Top Flange', self.call_3DTopFlange) + components.append(t3) + t4 = ('Bottom Flange', self.call_3DBottomFlange) + components.append(t4) + t5 = ('Stiffeners', self.call_3DStiffeners) + components.append(t5) + # t6 = ('Welds', self.call_3DWelds) + # components.append(t6) + return components + + def call_3DModel(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Model", bgcolor) + + def call_3DWeb(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Web", bgcolor) + + def call_3DTopFlange(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Top Flange", bgcolor) + + def call_3DBottomFlange(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Bottom Flange", bgcolor) + + def call_3DStiffeners(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Stiffeners", bgcolor) + + def call_3DWelds(self, ui, bgcolor): + ui.commLogicObj.display_3DModel("Welds", bgcolor) + + def warn_text(self): + red_list = red_list_function() + if (self.sec_profile == VALUES_SEC_PROFILE[0]) or (self.sec_profile == VALUES_SEC_PROFILE[1]): + for section in self.sec_list: + if section in red_list: + self.logger.warning(" : You are using a section ({}) (in red color) that is not available in latest version of IS 808".format(section)) + + def set_input_values(self, design_dictionary): + if self.debug: + print("\n" + "="*60) + print("DEBUG: PLATE GIRDER - set_input_values") + print("DEBUG: Input Dictionary (Sorted Keys):") + for key in sorted(design_dictionary.keys()): + print(f" {key}: {design_dictionary[key]}") + print("="*60 + "\n") + + self.module = design_dictionary[KEY_MODULE] + self.mainmodule = 'PLATE GIRDER' + self.design_type = design_dictionary[KEY_OVERALL_DEPTH_PG_TYPE] + self.section_class = None + if self.design_type == 'Optimized': + self.total_depth = 1 + if design_dictionary[KEY_WEB_THICKNESS_PG] == 'All': + self.web_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.web_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.web_thickness_list = [design_dictionary[KEY_WEB_THICKNESS_PG]] + self.web_thickness = float(design_dictionary[KEY_WEB_THICKNESS_PG]) + + self.top_flange_width = 1 + if design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG] == 'All': + self.top_flange_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.top_flange_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.top_flange_thickness_list = [design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG]] + self.top_flange_thickness = float(design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG]) + + self.bottom_flange_width = 1 + if design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG] == 'All': + self.bottom_flange_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.bottom_flange_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.bottom_flange_thickness_list = [design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG]] + self.bottom_flange_thickness = float(design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG]) + + else: + self.total_depth = float(design_dictionary[KEY_OVERALL_DEPTH_PG]) + if design_dictionary[KEY_WEB_THICKNESS_PG] == 'All': + self.web_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.web_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.web_thickness_list = [design_dictionary[KEY_WEB_THICKNESS_PG]] + self.web_thickness = float(design_dictionary[KEY_WEB_THICKNESS_PG]) + + self.top_flange_width = float(design_dictionary[KEY_TOP_Bflange_PG]) + if design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG] == 'All': + self.top_flange_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.top_flange_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.top_flange_thickness_list = [design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG]] + self.top_flange_thickness = float(design_dictionary[KEY_TOP_FLANGE_THICKNESS_PG]) + + self.bottom_flange_width = float(design_dictionary[KEY_BOTTOM_Bflange_PG]) + if design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG] == 'All': + self.bottom_flange_thickness_list = VALUES_PLATETHK_CUSTOMIZED + self.bottom_flange_thickness = float(VALUES_PLATETHK_CUSTOMIZED[0]) + else: + self.bottom_flange_thickness_list = [design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG]] + self.bottom_flange_thickness = float(design_dictionary[KEY_BOTTOM_FLANGE_THICKNESS_PG]) + + thickness_for_mat = max(self.web_thickness,self.top_flange_thickness, self.bottom_flange_thickness) + self.eff_depth = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + self.IntStiffnerwidth = min(self.top_flange_width,self.bottom_flange_width) - self.web_thickness/2 - 10 + self.material = Material(design_dictionary[KEY_MATERIAL],thickness_for_mat) + if self.debug: + print(f"DEBUG: Material Created -> Grade: {design_dictionary[KEY_MATERIAL]}, Thickness: {thickness_for_mat}mm, fy={self.material.fy} MPa, fu={self.material.fu} MPa") + self.eff_width_longitudnal = min(self.top_flange_width,self.bottom_flange_width) - self.web_thickness/2 - 10 + + # Handle intermediate stiffener thickness with safe fallback + if design_dictionary[KEY_IntermediateStiffener_thickness] == 'Customized': + customized_list = PlateGirderWelded.int_thicklist + # Fallback to default if customized list is empty (no values selected in popup) + if customized_list and len(customized_list) > 0: + design_dictionary[KEY_IntermediateStiffener_thickness_val] = customized_list + else: + design_dictionary[KEY_IntermediateStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + if self.debug: + print("DEBUG: Customized intermediate stiffener list is empty, falling back to default VALUES_STIFFENER_THICKNESS") + else: + design_dictionary[KEY_IntermediateStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + self.int_thickness_list = design_dictionary[KEY_IntermediateStiffener_thickness_val] + + # Handle longitudinal stiffener thickness with safe fallback + if design_dictionary[KEY_LongitudnalStiffener_thickness] == 'Customized': + customized_list = PlateGirderWelded.long_thicklist + # Fallback to default if customized list is empty (no values selected in popup) + if customized_list and len(customized_list) > 0: + design_dictionary[KEY_LongitudnalStiffener_thickness_val] = customized_list + else: + design_dictionary[KEY_LongitudnalStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + if self.debug: + print("DEBUG: Customized longitudinal stiffener list is empty, falling back to default VALUES_STIFFENER_THICKNESS") + else: + design_dictionary[KEY_LongitudnalStiffener_thickness_val] = VALUES_STIFFENER_THICKNESS + + self.long_thickness_list = design_dictionary[KEY_LongitudnalStiffener_thickness_val] + self.deflection_criteria= design_dictionary[KEY_MAX_DEFL] + self.support_condition = 'Simply Supported' + self.loading_case = design_dictionary[KEY_BENDING_MOMENT_SHAPE] + self.shear_type = None + self.support_type = design_dictionary[KEY_DESIGN_TYPE_FLEXURE] + self.loading_condition = design_dictionary[KEY_LOAD] + self.torsional_res = design_dictionary[KEY_TORSIONAL_RES] + self.warping = design_dictionary[KEY_WARPING_RES] + self.length = float(design_dictionary[KEY_LENGTH]) + + # Calculate effective length for lateral-torsional buckling + # LLT = k * L + d_mult * D per IS 800:2007 Table 15 + # For partial restraints, Table 15 specifies +2D offset (e.g., L + 2D, 1.2L + 2D) + if design_dictionary[KEY_DESIGN_TYPE_FLEXURE] == 'Major Laterally Supported': + self.lefactor = 0.7 + self.d_offset_mult = 0 # No +2D for laterally supported beams + elif 'Minor' in design_dictionary[KEY_DESIGN_TYPE_FLEXURE]: + # Minor axis bending - LTB does not apply, use nominal values + self.lefactor = 1.0 + self.d_offset_mult = 0 + else: + # Major Laterally Unsupported - get factors from Table 15 + self.lefactor, self.d_offset_mult = get_effective_length_factor(self.torsional_res, self.warping, self.loading_condition) + self.effective_length = self.length * self.lefactor + self.d_offset_mult * self.total_depth + self.allow_class = design_dictionary[KEY_ALLOW_CLASS] + self.loading_case = design_dictionary[KEY_BENDING_MOMENT_SHAPE] + self.beta_b_lt = None + self.web_philosophy = design_dictionary[KEY_WEB_PHILOSOPHY] + self.epsilon = math.sqrt(250 / self.material.fy) # IS 800:2007: Īµ = āˆš(250/fy), fy in MPa + self.b1 = float(design_dictionary[KEY_SUPPORT_WIDTH]) + self.c = design_dictionary[KEY_IntermediateStiffener_spacing] + self.Is = None + self.IntStiffThickness = float(self.int_thickness_list[0]) + self.LongStiffThickness = float(self.long_thickness_list[0]) + self.x1= 0 + self.x2 = 0 + self.V_cr = None + self.V_d = None + self.V_tf = None + self.long_Stiffner = design_dictionary[KEY_LongitudnalStiffener] + self.load = Load(shear_force=design_dictionary[KEY_SHEAR],axial_force="",moment=design_dictionary[KEY_MOMENT],unit_kNm=True,) + # Imperfection factor per IS 800:2007 Table 10 for welded I-sections + # tf <= 40mm: Curve c (alpha_lt = 0.49), tf > 40mm: Curve d (alpha_lt = 0.76) + max_tf = max(self.top_flange_thickness, self.bottom_flange_thickness) + if max_tf <= 40: + self.alpha_lt = 0.49 # Curve c for welded sections with tf <= 40mm + else: + self.alpha_lt = 0.76 # Curve d for welded sections with tf > 40mm + self.phi_lt = None + self.gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]["yielding"] + self.X_lt = None + self.fbd_lt = None + self.Md = None + # Note: lefactor is already calculated earlier along with effective_length + self.M_cr = None + self.F_q = None + self.Critical_buckling_load = None + self.shear_ratio = 0 + self.endshear_ratio = 0 + self.moment_ratio = 0 + self.deflection_ratio = 0 + self.It = None + self.Iw = None + self.torsion_cnst = None + self.warping_cnst = None + self.critical_moment = None + self.fcd = None + self.end_stiffthickness = 0 + self.stiffener_type = None + self.end_panel_stiffener_thickness = None + self.end_stiffwidth = min(self.top_flange_width,self.bottom_flange_width)/2 - self.web_thickness/2 - 10 + self.design_status = False + + self.shear_force_optimal = False + self.moment_optimal = False + self.min_mass = False + if self.design_type == 'Optimized': + is_thick_web = False + is_symmetric = False + if self.web_philosophy == 'Thick Web without ITS': + is_thick_web = True + else: + is_thick_web = False + + if design_dictionary[KEY_IS_IT_SYMMETRIC] == 'Symmetric Girder': + is_symmetric = True + else: + is_symmetric = False + self.optimized_method(design_dictionary, is_thick_web, is_symmetric, + viz_callback=getattr(self, '_viz_callback', None)) + else: + self.design_check(design_dictionary) + + def calculate_stiffener_spacing_IS800(self): + """ + Calculate intermediate stiffener spacing 'c' per IS 800:2007. + + Reference Clauses: + - Cl. 8.6.1.1 & 8.6.1.2: Minimum web thickness requirements based on c + - Cl. 8.7.2.4: Stiffener spacing limits + - Cl. 8.4.2.2: Shear buckling strength with K_v based on c/d ratio + + IS 800:2007 Guidelines: + - For efficient shear resistance: c ā‰¤ 1.5d (where d = effective depth) + - For buckling control: c ā‰„ d for most cases + - Minimum practical spacing: c ā‰„ 0.5d + - Maximum spacing without needing special design: c ā‰¤ 3d + + Returns: + float: Calculated stiffener spacing 'c' in mm + """ + d = self.eff_depth # Effective depth of web + tw = self.web_thickness + fy = self.material.fy # Yield strength in MPa + E = self.material.modulus_of_elasticity + shear_force = self.load.shear_force + + # Web slenderness ratio + web_slenderness = d / tw + + # Determine c based on web slenderness and IS 800:2007 limits + # For transverse stiffeners only (Cl. 8.6.1.2): + # d/tw ā‰¤ 200Īµ for c ā‰„ 1.5d + # d/tw ā‰¤ 270Īµ for c < 0.74d + + slenderness_limit_200 = 200 * self.epsilon + slenderness_limit_270 = 270 * self.epsilon + + # Calculate Avw (shear area of web) + A_vw = d * tw + + # Design shear strength without stiffeners (Cl. 8.4.1) + V_p = (fy / math.sqrt(3)) * A_vw / self.gamma_m0 + + if web_slenderness <= 67 * self.epsilon: + # Thick web - no stiffeners needed for shear buckling + # Use maximum spacing (essentially single panel) + c = 3 * d + self.logger.info(f"Thick web (d/tw = {web_slenderness:.2f} <= {67 * self.epsilon:.2f}e), c = 3d = {c:.2f} mm") + elif shear_force <= 0.6 * V_p: + # Low shear - larger spacing acceptable + c = min(1.5 * d, 3 * d) + self.logger.info(f"Low shear condition, c = 1.5d = {c:.2f} mm") + else: + # High shear - need to calculate c for required shear buckling resistance + # Target K_v value for shear buckling check (Cl. 8.4.2.2) + # Starting with c = d (optimal spacing for most cases) + + if web_slenderness <= slenderness_limit_200: + # Can use spacing c ā‰„ 1.5d + c = 1.5 * d + else: + # Need closer spacing for higher web slenderness + # Use c = d as a good starting point + c = d + + # For very slender webs, may need closer spacing + if web_slenderness > slenderness_limit_270: + # Need c < 0.74d for very slender webs + c = 0.74 * d + self.logger.warning(f"Very slender web (d/tw = {web_slenderness:.2f}), using c = 0.74d = {c:.2f} mm") + + # Apply practical limits per IS 800 Cl. 8.7.2.4 + # Minimum spacing: 0.5d for practical fabrication and stiffener design + c = max(c, 0.5 * d) + # Maximum spacing: 3d (beyond which stiffeners have limited effect) + c = min(c, 3 * d) + + # Round to nearest 25 mm for practical dimensions + c = math.ceil(c / 25) * 25 + + return c + + def section_classification(self,design_dictionary): + self.design_status = False + # Check if longitudinal stiffener is provided (affects web slenderness limits per Cl. 8.6.1.2) + has_long_stiff = self.long_Stiffner in ['Yes and 1 stiffener', 'Yes and 2 stiffeners'] + self.section_class, is_valid = classify_section( + self.top_flange_width, self.top_flange_thickness, + self.bottom_flange_width, self.bottom_flange_thickness, + self.total_depth, self.web_thickness, + self.material.fy, self.web_philosophy, + has_longitudinal_stiffener=has_long_stiff, + debug=self.debug + ) + return is_valid + + def design_check(self,design_dictionary): + if self.debug: + print("\n" + "="*50) + print("DEBUG: Starting design_check") + print(f"DEBUG: Input D={self.total_depth}, tw={self.web_thickness}, bf_top={self.top_flange_width}, tf_top={self.top_flange_thickness}") + print(f"DEBUG: Input bf_bot={self.bottom_flange_width}, tf_bot={self.bottom_flange_thickness}") + print(f"DEBUG: Load: V={self.load.shear_force}, M={self.load.moment}") + + self.design_flag = False + self.design_flag2 = False + self.shearflag1 = False + self.shearflag2 = False + self.shearflag3 = False + self.shearchecks = False + self.momentchecks = False + self.defl_check = False + self.long_check = False + self.design_flag = self.section_classification(design_dictionary) + print(f"DEBUG: section_classification result: {self.design_flag} (Class: {self.section_class})") + if self.design_flag == False: + print(f"DEBUG: !!! DESIGN REJECTED: Section is Slender. Classify parameters: D={self.total_depth}, tw={self.web_thickness}, bf_top={self.top_flange_width}, tf_top={self.top_flange_thickness}") + self.logger.error("slender section not allowed") + else: + if not hasattr(self, 'flange_warning_logged'): + self.flange_warning_logged = False + if not hasattr(self, 'dimension_warning_logged'): + self.dimension_warning_logged = False + # Design efficiency check: warn if b/tf is too small (flanges too thick for their width) + # NOTE: This is NOT an IS 800:2007 requirement. IS 800 Table 2 has MAXIMUM b/tf limits only. + # The 7.4Īµ threshold is an engineering guideline to avoid material waste. + min_b_tf = 7.4 * self.epsilon + b_tf_top = (self.top_flange_width - self.web_thickness) / (2 * self.top_flange_thickness) + if b_tf_top < min_b_tf and not self.flange_warning_logged: + self.logger.warning(f"Top flange b/tf ratio ({b_tf_top:.2f}) is below efficiency guideline ({min_b_tf:.2f}), consider using thinner flanges") + self.flange_warning_logged = True + + b_tf_bot = (self.bottom_flange_width - self.web_thickness) / (2 * self.bottom_flange_thickness) + if b_tf_bot < min_b_tf and not self.flange_warning_logged: + self.logger.warning(f"Bottom flange b/tf ratio ({b_tf_bot:.2f}) is less than minimum ({min_b_tf:.2f}), flanges may be too thick") + self.flange_warning_logged = True + + if self.bottom_flange_width < self.top_flange_width and not self.dimension_warning_logged: + self.logger.warning(f"Bottom flange width ({self.bottom_flange_width:.2f} mm) is less than top flange width ({self.top_flange_width:.2f} mm)") + self.dimension_warning_logged = True + + if self.bottom_flange_thickness < self.top_flange_thickness and not self.dimension_warning_logged: + self.logger.warning(f"Bottom flange thickness ({self.bottom_flange_thickness:.2f} mm) is less than top flange thickness ({self.top_flange_thickness:.2f} mm)") + self.dimension_warning_logged = True + + # self.beta_value(design_dictionary,self.section_class) # TODO: Extract beta_value logic if needed, or use section_class directly + + # Calculate section properties needed for moment capacity checks + from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties + + # Check for Minor Axis Design + if 'Minor' in self.support_type: + self.logger.info("Design Type is Minor Axis: Using Zpy and Zey properties") + self.plast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_PlasticModulusY( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug) + self.elast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZy( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + else: + self.plast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_PlasticModulusZ( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, + self.epsilon, debug=self.debug) + self.elast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZz( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + + # Additional Section Properties (Warping and Torsion constants) + # Calculated unconditionally for display purposes + self.Iw = Unsymmetrical_I_Section_Properties.calc_WarpingConstantIw( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + self.It = Unsymmetrical_I_Section_Properties.calc_TorsionConstantIt( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + if self.debug: + print(f"\n========== PLATE GIRDER DESIGN VALUES ==========") + print(f"Plastic Modulus (Zp): {self.plast_sec_mod_z:.2f} mmĀ³") + print(f"Elastic Modulus (Ze): {self.elast_sec_mod_z:.2f} mmĀ³") + print(f"Section Classification: {self.section_class}") + print(f"=================================================\n") + + if self.web_philosophy == 'Thick Web without ITS': + self.design_flag2 = min_web_thickness_thick_web(self.eff_depth,self.web_thickness,self.epsilon,"no_stiffener",0, debug=self.debug) + if self.debug: + print(f"[DEBUG] Thick Web Philosophy: d/tw={self.eff_depth/self.web_thickness:.2f}, thickness_ok={self.design_flag2}") + if self.design_flag2 == True: + # Print input values for debugging + if self.debug: + print(f"\n--- Input Values for Design Checks ---") + print(f" Shear Force: {self.load.shear_force:.2f} N") + print(f" Yield Strength (Fy): {self.material.fy:.2f} MPa") + print(f" Gamma_m0: {self.gamma_m0}") + print(f" Total Depth (D): {self.total_depth:.2f} mm") + print(f" Web Thickness (tw): {self.web_thickness:.2f} mm") + print(f" Top Flange Thickness: {self.top_flange_thickness:.2f} mm") + print(f" Bottom Flange Thickness: {self.bottom_flange_thickness:.2f} mm") + print(f" Effective Depth (d): {self.eff_depth:.2f} mm") + print(f"--------------------------------------\n") + + # Correct argument order: (Fy, gamma_m0, D, tw, tf_top, tf_bot, shear_force) + is_safe, self.V_d, self.shear_ratio = shear_capacity_laterally_supported_thick_web(self.material.fy, self.gamma_m0, self.total_depth, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, self.load.shear_force, debug=self.debug) + + # Determine low shear or high shear condition (IS 800:2007 Cl. 9.2.1) + low_shear_limit = 0.6 * self.V_d + if self.load.shear_force <= low_shear_limit: + self.shear_type = 'Low' + if self.debug: + print(f"\n========== SHEAR CAPACITY CHECK ==========") + print(f" Design Shear Capacity (V_d): {self.V_d:.2f} N") + print(f" Low Shear Limit (0.6 x V_d): {low_shear_limit:.2f} N") + print(f" Applied Shear Force: {self.load.shear_force:.2f} N") + print(f" >>> LOW SHEAR CONDITION (V <= 0.6 x V_d) <<<") + print(f"============================================\n") + else: + self.shear_type = 'High' + if self.debug: + print(f"\n========== SHEAR CAPACITY CHECK ==========") + print(f" Design Shear Capacity (V_d): {self.V_d:.2f} N") + print(f" Low Shear Limit (0.6 Ɨ V_d): {low_shear_limit:.2f} N") + print(f" Applied Shear Force: {self.load.shear_force:.2f} N") + print(f" >>> HIGH SHEAR CONDITION (V > 0.6 Ɨ V_d) <<<") + print(f"============================================\n") + if is_safe: + self.shearflag1 = True + self.logger.info("Shear Check passed") + else: + self.shearflag1 = False + self.logger.error("Shear Check failed") + + + # For thick web, Shear Buckling Resistance (V_cr) is effectively the Shear Capacity (V_d) + self.V_cr = self.V_d + + # Vertical Web Buckling Check (Cl. 8.7.3.1) + # Note: This is separate from Shear Buckling Resistance. + # We store the result in a local variable or a new attribute if needed for reporting, + # but for now we primarily need to check if it passes. + is_safe, self.V_wb = web_buckling_laterally_supported_thick_web(self.material.fy, self.gamma_m0, self.total_depth, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, self.material.modulus_of_elasticity, self.b1, self.load.shear_force, debug=self.debug) + + if self.debug: + print(f"Vertical Web Buckling Resistance (P_wb): {self.V_wb:.2f} N") + print(f"Shear Buckling Resistance (V_cr): {self.V_cr:.2f} N") + + if is_safe: + self.shearflag2 = True + self.logger.info("Web Buckling Check passed") + else: + self.shearflag2 = False + self.logger.error("Web Buckling Check failed") + + web_height = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + is_safe, self.F_q = check_web_crippling(self.load.shear_force, self.b1, self.web_thickness, self.material.fy, web_height, self.gamma_m0, self.logger, debug=self.debug) + if self.debug: + print(f"Crippling Resistance (F_q): {self.F_q:.2f} N") + if is_safe: + self.shearflag3 = True + self.logger.info("Web Crippling Check passed") + else: + self.shearflag3 = False + self.logger.error("Web Crippling Check failed") + + if self.shearflag1 == True and self.shearflag2 == True and self.shearflag3 == True: + self.shearchecks = True + else: + self.shearchecks = False + + if 'Unsupported' in self.support_type: + # Laterally unsupported (Major or Minor) + is_safe, self.Md, self.moment_ratio, self.V_d, self.M_cr, self.lambda_lt, self.phi_lt, self.X_lt, self.fbd_lt, self.It, self.Iw = moment_capacity_laterally_unsupported(self.material.modulus_of_elasticity,self.effective_length,self.total_depth,self.top_flange_thickness,self.bottom_flange_thickness,self.top_flange_width,self.bottom_flange_width,self.web_thickness,self.loading_case,self.gamma_m0,self.material.fy,self.load.shear_force, self.warping, self.load.moment, self.plast_sec_mod_z, self.elast_sec_mod_z, self.section_class, self.alpha_lt, debug=self.debug) + if self.debug: + print(f"Moment Capacity (Md / design_moment): {self.Md:.2f} N-mm") + if is_safe: + self.momentchecks = True + self.logger.info("Moment Check passed") + else: + self.momentchecks = False + self.logger.error("Moment Check failed") + else: + # Laterally supported + is_safe, self.Md, self.moment_ratio, self.V_d = moment_capacity_laterally_supported(self.load.shear_force,self.plast_sec_mod_z,self.elast_sec_mod_z,self.material.fy,self.gamma_m0,self.total_depth,self.web_thickness,self.top_flange_thickness,self.bottom_flange_thickness,self.section_class, self.support_condition, self.load.moment, debug=self.debug) + if self.debug: + print(f"Moment Capacity (Md / design_moment): {self.Md:.2f} N-mm") + if is_safe: + self.momentchecks = True + self.logger.info("Moment Check passed") + else: + self.momentchecks = False + self.logger.error("Moment Check failed") + if self.debug: + print(f"=================================================\n") + else: + self.logger.error("Increase the web thickness") + + else: #thin web condition + self.shear_ratio= 0 + if self.long_Stiffner == 'Yes and 1 stiffener': + self.stiffener_type = "transverse_and_one_longitudinal_compression" + elif self.long_Stiffner == 'Yes and 2 stiffeners': + self.stiffener_type = "transverse_and_two_longitudinal_neutral" + else: + self.stiffener_type = "transverse_only" + if self.stiffener_type != "transverse_only": + second_stiffener = False + if self.stiffener_type == "transverse_and_two_longitudinal_neutral": + second_stiffener = True + + # Longitudinal stiffener design per IS 800:2007 Cl. 8.7.13 + # Position: First at 0.2d from compression flange, second at 0.5d (neutral axis) if needed + num_long_stiff = 1 + if self.stiffener_type == "transverse_and_two_longitudinal_neutral": + num_long_stiff = 2 + self.longstiffener_no = num_long_stiff + + # Use stiffener spacing if available, otherwise design_longitudinal_stiffener handles default + c_input = self.c + + is_safe_long, t_long_sel, b_long_sel, x1, x2, I_req1, I_prov1, I_req2, I_prov2 = design_longitudinal_stiffener( + self.eff_depth, self.web_thickness, c_input, num_long_stiff, + self.long_thickness_list, self.web_philosophy, self.epsilon, + self.gamma_m0, self.material.fy, debug=self.debug + ) + + if is_safe_long: + self.long_check = True + self.longstiffener_thk = t_long_sel + self.x1 = round(x1, 2) + if num_long_stiff == 2: + self.x2 = round(x2, 2) + else: + self.x2 = 0 + self.logger.info(f"Longitudinal Stiffener Check passed (t={t_long_sel}mm)") + else: + self.long_check = False + self.logger.error("Longitudinal Stiffener Check failed (available thickness insufficient)") + + if self.c == 'NA': + # Calculate c per IS 800:2007 Cl. 8.6.1.1, 8.6.1.2 and 8.7 + # For thin webs with intermediate transverse stiffeners: + # The spacing c should satisfy web slenderness limits and provide adequate shear buckling resistance + self.c = self.calculate_stiffener_spacing_IS800() + self.logger.info(f"Calculated stiffener spacing (c) per IS 800:2007: {self.c:.2f} mm") + else: + self.c = float(self.c) + + self.design_flag2 = min_web_thickness_thick_web(self.eff_depth,self.web_thickness,self.epsilon,self.stiffener_type,self.c, debug=self.debug) + if self.design_flag2 == True: + self.x= design_dictionary[KEY_ShearBucklingOption] + + + # Initialize governing shear capacity for restoration later + V_governing = None + + if design_dictionary[KEY_ShearBucklingOption] == 'Simple Post Critical': + is_safe, self.V_d, self.shear_ratio = shear_buckling_check_simple_postcritical(self.eff_depth, self.total_depth, self.top_flange_thickness, self.bottom_flange_thickness, self.web_thickness, self.load.shear_force, self.web_philosophy, self.material.modulus_of_elasticity, self.material.fy, self.load.shear_force, self.c, debug=self.debug) + self.V_cr = self.V_d # Capture V_cr for reporting (V_d = V_cr here) + V_governing = self.V_d # Store governing capacity + if is_safe: + self.shearflag1 = True + self.logger.info("Shear Check passed") + else: + self.logger.info("Shear Check Failed, add end stiffeners") + result = end_panel_stiffener_calc(self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.end_stiffthickness, + self.material.fy, self.gamma_m0, self.eff_depth, + self.top_flange_thickness, self.total_depth, + self.effective_length, self.bottom_flange_thickness, + self.material.modulus_of_elasticity, self.epsilon, self.c, self.web_philosophy, self.load.moment, self.load.shear_force, + self.int_thickness_list, self.end_stiffwidth, self.end_stiffthickness, self.logger, debug=self.debug) + is_safe_end = result[0] + self.end_stiffwidth = result[1] + self.end_stiffthickness = result[2] + if is_safe_end: + self.logger.info("End Panel Stiffener Check passed") + else: + self.logger.error("End Panel Stiffener Check failed") + + # Iterate through available stiffener thicknesses to find one that passes + is_safe_int = False + for stiff_thickness in self.int_thickness_list: + self.IntStiffThickness = float(stiff_thickness) + is_safe_int, Pd, _, self.IntStiffnerwidth, self.V_cr_new = shear_buckling_check_intermediate_stiffener( + self.eff_depth, self.web_thickness, self.c, self.epsilon, + self.IntStiffThickness, self.IntStiffnerwidth, self.load.shear_force, + self.gamma_m0, self.material.fy, self.material.modulus_of_elasticity, + self.web_philosophy, self.lefactor, self.load.shear_force, debug=self.debug) + if self.V_cr_new is not None: + self.V_cr = self.V_cr_new + if is_safe_int: + self.logger.info(f"Shear Buckling Check passed with intermediate stiffener thickness = {self.IntStiffThickness} mm") + break + + if is_safe_int: + self.shearflag2 = True + self.logger.info("Shear Buckling Check passed with intermediate stiffeners") + else: + self.shearflag2 = False + self.logger.error("Shear Buckling Check failed with all available intermediate stiffener thicknesses") + + # Web Crippling Check (Added for Thin Web with ITS/Simple Post Critical) + web_height = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + is_safe_crip, self.F_q = check_web_crippling(self.load.shear_force, self.b1, self.web_thickness, self.material.fy, web_height, self.gamma_m0, self.logger, debug=self.debug) + if is_safe_crip: + self.shearflag3 = True + self.logger.info("Web Crippling Check passed") + else: + self.shearflag3 = False + self.logger.error("Web Crippling Check failed") + + + + else: #tension field + is_safe_tf, self.V_tf, self.shear_ratio, self.V_cr = shear_buckling_check_tension_field(self.eff_depth, self.total_depth, self.top_flange_thickness, self.bottom_flange_thickness, self.web_thickness, self.c, self.web_philosophy, self.material.modulus_of_elasticity, self.material.fy, self.load.shear_force, self.load.moment, self.top_flange_width, self.top_flange_thickness, self.bottom_flange_width, self.bottom_flange_thickness, self.gamma_m0, debug=self.debug) + V_governing = self.V_tf # Store governing capacity + if is_safe_tf: + self.shearflag1 = True + self.logger.info("Shear Buckling Check passed") + else: + self.logger.error("Shear Buckling Check failed, provide end panel stiffeners") + result_tf = tension_field_end_stiffener(self.eff_depth, self.web_thickness, self.material.fy, + self.load.shear_force, self.load.moment, + self.c, self.web_philosophy, self.material.modulus_of_elasticity, + self.top_flange_thickness, self.bottom_flange_thickness, + self.top_flange_width, self.bottom_flange_width, + self.gamma_m0, self.int_thickness_list, self.IntStiffnerwidth, self.IntStiffThickness, self.epsilon, self.lefactor, debug=self.debug) + is_safe_end_tf = result_tf[0] + self.end_stiffthickness = result_tf[5] if len(result_tf) > 5 else 0 + if is_safe_end_tf: + self.shearflag1 = True + self.logger.info("Tension Field Check passed with stiffeners") + else: + self.shearflag1 = False + self.logger.error("Tension Field Check failed, increase stiffener thickness") + + # Iterate through available stiffener thicknesses to find one that passes + is_safe_int_tf = False + for stiff_thickness in self.int_thickness_list: + self.IntStiffThickness = float(stiff_thickness) + is_safe_int_tf, self.V_tf, _, self.IntStiffnerwidth, self.V_cr_new = tension_field_intermediate_stiffener( + self.eff_depth, self.web_thickness, self.c, self.epsilon, + self.IntStiffThickness, self.IntStiffnerwidth, self.load.shear_force, + self.gamma_m0, self.material.fy, self.material.modulus_of_elasticity, + self.web_philosophy, self.lefactor, self.load.shear_force, debug=self.debug) + if self.V_cr_new is not None: + self.V_cr = self.V_cr_new + if is_safe_int_tf: + self.logger.info(f"Tension Field Check passed with intermediate stiffener thickness = {self.IntStiffThickness} mm") + break + + if is_safe_int_tf: + self.shearflag2 = True + self.logger.info("Shear Buckling Check passed with intermediate stiffeners") + else: + self.shearflag2 = False + self.logger.error("Shear Buckling Check failed with all available stiffener thicknesses") + + # Web Crippling Check (Added for Thin Web with ITS/Tension Field) + web_height = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + is_safe_crip, self.F_q = check_web_crippling(self.load.shear_force, self.b1, self.web_thickness, self.material.fy, web_height, self.gamma_m0, self.logger, debug=self.debug) + if is_safe_crip: + self.shearflag3 = True + self.logger.info("Web Crippling Check passed") + else: + self.shearflag3 = False + self.logger.error("Web Crippling Check failed") + + if self.shearflag1 == True and self.shearflag2 == True and self.shearflag3 == True: + self.shearchecks = True + else: + self.shearchecks = False + + if 'Unsupported' in self.support_type: + # Laterally unsupported (Major or Minor) + is_safe, self.Md, self.moment_ratio, self.V_d, self.M_cr, self.lambda_lt, self.phi_lt, self.X_lt, self.fbd_lt, self.It, self.Iw = moment_capacity_laterally_unsupported(self.material.modulus_of_elasticity,self.effective_length,self.total_depth,self.top_flange_thickness,self.bottom_flange_thickness,self.top_flange_width,self.bottom_flange_width,self.web_thickness,self.loading_case,self.gamma_m0,self.material.fy,self.load.shear_force, self.warping, self.load.moment, self.plast_sec_mod_z, self.elast_sec_mod_z, self.section_class, self.alpha_lt, debug=self.debug) + if self.debug: + print(f"Moment Capacity (Md / design_moment): {self.Md:.2f} N-mm") + if is_safe: + self.momentchecks = True + self.logger.info("Moment Check passed") + else: + self.momentchecks = False + self.logger.error("Moment Check failed") + else: + # Laterally supported + is_safe, self.Md, self.moment_ratio, self.V_d = moment_capacity_laterally_supported(self.load.shear_force,self.plast_sec_mod_z,self.elast_sec_mod_z,self.material.fy,self.gamma_m0,self.total_depth,self.web_thickness,self.top_flange_thickness,self.bottom_flange_thickness,self.section_class, self.support_condition, self.load.moment, debug=self.debug) + if self.debug: + print(f"Moment Capacity (Md / design_moment): {self.Md:.2f} N-mm") + if is_safe: + self.momentchecks = True + self.logger.info("Moment Check passed") + else: + self.momentchecks = False + self.logger.error("Moment Check failed") + + # Restore governing shear capacity for reporting + if V_governing is not None: + self.V_d = V_governing + + else: + pass + + # Deflection checks per IS 800:2007 Table 6 + if not SKIP_DEFLECTION: + # Note: self.load.moment is in NĀ·mm, but evaluate_deflection_kNm_mm expects kNĀ·m + moment_kNm = self.load.moment / 1e6 # Convert NĀ·mm to kNĀ·m + # Note: self.length is in meters, but evaluate_deflection_kNm_mm expects mm + length_mm = self.length * 1000 # Convert m to mm + is_safe, self.deflection_ratio, delta, allowable = evaluate_deflection_kNm_mm( + moment_kNm, length_mm, self.material.modulus_of_elasticity, + self.loading_case, self.deflection_criteria, self.total_depth, + self.top_flange_width, self.bottom_flange_width, self.web_thickness, + self.top_flange_thickness, self.bottom_flange_thickness, + debug=self.debug + ) + self.calculated_deflection = round(delta, 2) + self.deflection_limit = round(allowable, 2) + + if is_safe: + self.defl_check = True + self.logger.info("Deflection Check passed") + else: + self.defl_check = False + self.logger.error("Deflection Check failed") + else: + self.defl_check = True + self.deflection_ratio = 0.0 + self.calculated_deflection = "Skipped" + self.deflection_limit = "Skipped" + self.logger.info("Deflection Check skipped (SKIP_DEFLECTION=True)") + + if self.design_flag == True and self.design_flag2 == True and self.defl_check == True and self.shearchecks == True and self.momentchecks == True: + self.design_status = True + else: + self.design_status = False + self.final_format(design_dictionary) + + self.flange_warning_logged = False + self.dimension_warning_logged = False + + def save_design(self, popup_summary): + """ + Generate design report for plate girder + """ + from ..report.latex_report import save_design + popup_summary['plate_girder_object'] = self + save_design(popup_summary) + + def generate_missing_fields_error_string(self, missing_fields_list): + error_string = "Please provide input for the following fields:\n" + for field in missing_fields_list: + error_string += f"- {field}\n" + return error_string + + def generate_first_particle(self,L, M, fy,is_thick_web, is_symmetric,k=67): + D_empirical = L / 25 # span in mm + d_opt = ((M * k) / fy) ** (1/3) # mm + D_final = max(D_empirical, d_opt) + + bf_top = 0.3 * D_final + bf_bot = 0.3 * D_final + bf = 0.3 * D_final + + e = math.sqrt(250 / fy) + tf_top = max(bf_top / 24 , bf_top / 8.4 * e ) + tf_bot = max(bf_bot / 24 , bf_bot / 8.4 * e) + tf = max(bf / 24, bf_bot / 8.4 * e) + + + d = D_final - 2 * tf + if is_thick_web: + tw = max(d / 200, d /( 84 * e ), 8) + else: + tw = max( d / 200, d / ( 105 * e ), 8) + + + c = 200 # min panel length (if used) + t_stiff = 6 # min stiffener thickness (if used) + # Order must match your variable list below + varlst = [] + if is_symmetric: + if is_thick_web: + varlst += [tf,tw,bf,D_final] + else: + varlst += [tf,tw,bf,D_final,c,t_stiff] + else: + if is_thick_web: + varlst += [tf_top,tf_bot,tw,bf_top,bf_bot,D_final] + else: + varlst += [tf_top,tf_bot,tw,bf_top,bf_bot,D_final,c,t_stiff] + print(varlst) + return varlst + + # 2. Build the list of variables + def build_variable_structure(self, is_thick_web=True, is_symmetric=True): + variables = [] + if is_symmetric: + # tf, tw, bf, D + variables += ['tf', 'tw', 'bf', 'D'] + else: + variables += ['tf_top', 'tf_bot', 'tw', 'bf_top', 'bf_bot', 'D'] + + if not is_thick_web: + variables += ['c', 't_stiff'] + + return variables + + # 3. Create bounds array + def get_bounds(self,variable_list): + lower = [self.bounds_map[v][0] for v in variable_list] + upper = [self.bounds_map[v][1] for v in variable_list] + return (np.array(lower), np.array(upper)) + + + # 4. Assign a particle vector to your section object + def assign_particle_to_section(self,particle, variable_list, section): + for name, value in zip(variable_list, particle): + setattr(section, name, value) + + # handle symmetric naming if needed + print("Particle",particle) + print("Variable list",variable_list) + if 'tf' in variable_list: + section.tf_top = section.tf_bot = section.tf + section.bf_top = section.bf_bot = section.bf + + self.top_flange_thickness = section.tf_top + self.bottom_flange_thickness = section.tf_bot + self.web_thickness = section.tw + self.top_flange_width = section.bf_top + self.bottom_flange_width = section.bf_bot + self.total_depth = section.D + self.eff_depth = section.D - section.tf_top - section.tf_bot + self.IntStiffnerwidth = min(self.top_flange_width,self.bottom_flange_width) - self.web_thickness/2 - 10 + self.end_stiffwidth = self.IntStiffnerwidth + # Only update c and t_stiff if they were in the variable list (thin web case) + if section.c is not None: + self.c = section.c + if section.t_stiff is not None: + self.IntStiffThickness = section.t_stiff + + def _calc_particle_area(self, particle, variable_list): + """ + Calculate cross-sectional area (in cmĀ²) from particle position. + Used for weight calculation in visualization. + + Args: + particle: Particle position array + variable_list: List of variable names corresponding to particle dimensions + + Returns: + Cross-sectional area in cmĀ² + """ + # Extract dimensions from particle based on variable list + var_dict = dict(zip(variable_list, particle)) + + # Get dimensions, handling symmetric vs asymmetric cases + if 'tf' in var_dict: + tf_top = tf_bot = var_dict['tf'] + bf_top = bf_bot = var_dict.get('bf', 200) + else: + tf_top = var_dict.get('tf_top', 10) + tf_bot = var_dict.get('tf_bot', 10) + bf_top = var_dict.get('bf_top', 200) + bf_bot = var_dict.get('bf_bot', 200) + + tw = var_dict.get('tw', 8) + D = var_dict.get('D', 1000) + + # Web height + d_web = D - tf_top - tf_bot + + # Area in mmĀ² + area_mm2 = (tf_top * bf_top) + (tf_bot * bf_bot) + (tw * d_web) + + # Convert to cmĀ² + area_cm2 = area_mm2 / 100 + + return area_cm2 + + + def evaluate_particle_cost(self, particle, variable_list, design_dictionary, is_symmetric, is_thick_web): + sec = Section() + self.assign_particle_to_section(particle, variable_list, sec) + # Only call optimized version for PSO iterations (design_check has side effects) + max_ratio, slender_ok, thickness_ok = self.design_check_optimized_version(design_dictionary) + + area = ((self.top_flange_thickness * self.top_flange_width) + + (self.bottom_flange_thickness * self.bottom_flange_width) + + (self.web_thickness * (self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness))) + volume = area * self.length # mmĀ³ + mass = volume * 7.85e-6 # kg + P = 1e6 # penalty coefficient (tune as needed) + penalty = 0.0 + + # Section classification failure (slender sections not allowed) + if not slender_ok: + penalty += 2.0 # Heavy penalty for slender section + + # Web thickness check failure + if not thickness_ok: + penalty += 1.5 # Penalty for web thickness violation + + # Shear capacity (shear_ratio > 1.0 means failure) + if self.shear_ratio > 1.0: + penalty += (self.shear_ratio - 1.0) + + # Moment capacity (moment_ratio > 1.0 means failure) + if self.moment_ratio > 1.0: + penalty += (self.moment_ratio - 1.0) + + # Web buckling & crippling (shearchecks==False means any web failure) + if not self.shearchecks: + penalty += 1.0 + + # Deflection serviceability + if not self.defl_check: + penalty += 1.0 + + # --- DDCL Constraint Penalties for Thin Web / Stiffeners --- + if not is_thick_web: + # 1. Stiffener Spacing Limits (IS 800 Cl. 8.7.2.4) + # 0.5d <= c <= 3d + eff_d = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + min_c = 0.5 * eff_d + max_c = 3.0 * eff_d + + if self.c < min_c: + penalty += 1.0 + (min_c - self.c)/100.0 # Proportional penalty + elif self.c > max_c: + penalty += 1.0 + (self.c - max_c)/100.0 + + # 2. Stiffener Thickness Limit (IS 800 Cl. 8.7.1.3) + # t >= d/50 + min_t = eff_d / 50.0 + if self.IntStiffThickness < min_t: + penalty += 1.0 + (min_t - self.IntStiffThickness) # Strong penalty + + # 5) Return penalized objective + final_cost = mass + P * penalty + if self.debug: + print(f"[PSO] dims: D={self.total_depth}, tw={self.web_thickness}, bf={self.top_flange_width}, tf={self.top_flange_thickness}, c={ getattr(self, 'c', 'NA') } | Mass={mass:.2f}, Penalty={penalty:.4f} (S:{self.shear_ratio:.2f}, M:{self.moment_ratio:.2f}, B:{not self.shearchecks}, D:{not self.defl_check}), Cost={final_cost:.2e}") + return final_cost + + def design_check_optimized_version(self,design_dictionary): + self.design_flag = False + self.design_flag2 = False + self.shearflag1 = False + self.shearflag2 = False + self.shearflag3 = False + self.shearchecks = False + self.momentchecks = False + self.defl_check = False + self.moment_ratio = 0.0 + self.shear_ratio = 0.0 + self.deflection_ratio = 0.0 + self.long_check = False + self.design_flag = self.section_classification(design_dictionary) + if self.design_flag == False: + print(f"[DEBUG] Slender Section Detected: D={self.total_depth}, tw={self.web_thickness}") + pass + # self.logger.error("slender section not allowed") + + else: + # Ensure flange warning flag is initialized + if not hasattr(self, 'flange_warning_logged'): + self.flange_warning_logged = False + if not hasattr(self, 'dimension_warning_logged'): + self.dimension_warning_logged = False + # Design efficiency check: warn if b/tf is too small (flanges too thick for their width) + # NOTE: This is NOT an IS 800:2007 requirement. IS 800 Table 2 has MAXIMUM b/tf limits only. + min_b_tf = 7.4 * self.epsilon + b_tf_top = (self.top_flange_width - self.web_thickness) / (2 * self.top_flange_thickness) + if b_tf_top < min_b_tf and not self.flange_warning_logged: + self.logger.warning(f"Top flange b/tf ratio ({b_tf_top:.2f}) is below efficiency guideline ({min_b_tf:.2f}), consider using thinner flanges") + self.flange_warning_logged = True + + b_tf_bot = (self.bottom_flange_width - self.web_thickness) / (2 * self.bottom_flange_thickness) + if b_tf_bot < min_b_tf and not self.flange_warning_logged: + self.logger.warning(f"Bottom flange b/tf ratio ({b_tf_bot:.2f}) is less than minimum ({min_b_tf:.2f}), flanges may be too thick") + self.flange_warning_logged = True + + # Check that bottom flange dimensions are not less than top flange dimensions + if self.bottom_flange_width < self.top_flange_width and not self.dimension_warning_logged: + self.logger.warning(f"Bottom flange width ({self.bottom_flange_width:.2f} mm) is less than top flange width ({self.top_flange_width:.2f} mm)") + self.dimension_warning_logged = True + + if self.bottom_flange_thickness < self.top_flange_thickness and not self.dimension_warning_logged: + self.logger.warning(f"Bottom flange thickness ({self.bottom_flange_thickness:.2f} mm) is less than top flange thickness ({self.top_flange_thickness:.2f} mm)") + self.dimension_warning_logged = True + + # self.beta_value(design_dictionary,self.section_class) + + # Calculate section properties needed for moment capacity checks + # CRITICAL: Must recalculate for each particle in PSO optimization + from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties + + # Check for Minor Axis Design - must match design_check logic + if 'Minor' in self.support_type: + self.plast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_PlasticModulusY( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug) + self.elast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZy( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + else: + self.plast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_PlasticModulusZ( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, + self.epsilon, debug=self.debug) + self.elast_sec_mod_z = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZz( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + + if self.web_philosophy == 'Thick Web without ITS': + print('THICK WEB') + self.design_flag2 = min_web_thickness_thick_web(self.eff_depth,self.web_thickness,self.epsilon,"no_stiffener",0, debug=self.debug) + + if self.design_flag2 == True: + + #shear check - Correct argument order: (Fy, gamma_m0, D, tw, tf_top, tf_bot, shear_force) + is_safe, self.V_d, self.shear_ratio = shear_capacity_laterally_supported_thick_web(self.material.fy, self.gamma_m0, self.total_depth, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, self.load.shear_force) + if is_safe: + self.shearflag1 = True + # self.logger.info("Shear Check passed") + + else: + self.shearflag1 = False + # self.logger.error("Shear Check failed") + + + # For thick web, Shear Buckling Resistance (V_cr) is effectively the Shear Capacity (V_d) + self.V_cr = self.V_d + + # Vertical Web Buckling Check + is_safe, self.V_wb = web_buckling_laterally_supported_thick_web(self.material.fy, self.gamma_m0, self.total_depth, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, self.material.modulus_of_elasticity, self.b1, self.load.shear_force, debug=self.debug) + if is_safe: + self.shearflag2 = True + # self.logger.info("Web Buckling Check passed") + else: + self.shearflag2 = False + # self.logger.error("Web Buckling Check failed") + + #web crippling check + web_height = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + is_safe, self.F_q = check_web_crippling(self.load.shear_force, self.b1, self.web_thickness, self.material.fy, web_height, self.gamma_m0, self.logger, debug=self.debug) + if is_safe: + self.shearflag3 = True # Fixed from False to True + # self.logger.info("Web Crippling Check passed") + else: + self.shearflag3 = False + # self.logger.error("Web Crippling Check failed") + + if self.shearflag1 == True and self.shearflag2 == True and self.shearflag3 == True: + self.shearchecks = True + else: + self.shearchecks = False + + #support type supp or unsupp + if 'Unsupported' in self.support_type: + # Laterally unsupported (Major or Minor) + is_safe, self.Md, self.moment_ratio, self.V_d, self.M_cr, self.lambda_lt, self.phi_lt, self.X_lt, self.fbd_lt, self.It, self.Iw = moment_capacity_laterally_unsupported(self.material.modulus_of_elasticity,self.effective_length,self.total_depth,self.top_flange_thickness,self.bottom_flange_thickness,self.top_flange_width,self.bottom_flange_width,self.web_thickness,self.loading_case,self.gamma_m0,self.material.fy,self.load.shear_force, self.warping, self.load.moment, self.plast_sec_mod_z, self.elast_sec_mod_z, self.section_class, self.alpha_lt) + if self.debug: + print(f"[DEBUG] Moment Check (PSO Unsupported): Md={self.Md:.2e}, Ratio={self.moment_ratio:.4f}") + if is_safe: + self.momentchecks = True + # self.logger.info("Moment Check passed") + else: + self.momentchecks = False + # self.logger.error("Moment Check failed") + else: + # Laterally supported + is_safe, self.Md, self.moment_ratio, self.V_d = moment_capacity_laterally_supported(self.load.shear_force,self.plast_sec_mod_z,self.elast_sec_mod_z,self.material.fy,self.gamma_m0,self.total_depth,self.web_thickness,self.top_flange_thickness,self.bottom_flange_thickness,self.section_class, self.support_condition, self.load.moment) + if self.debug: + print(f"[DEBUG] Moment Check (PSO Supported): Md={self.Md:.2e}, Ratio={self.moment_ratio:.4f}") + if is_safe: + self.momentchecks = True + # self.logger.info("Moment Check passed") + else: + self.momentchecks = False + # self.logger.error("Moment Check failed") + else: + # self.logger.error("Increase the web thickness") + pass + + else: #thin web condition + self.shear_ratio = 0 + if self.long_Stiffner == 'Yes and 1 stiffener': + self.stiffener_type = "transverse_and_one_longitudinal_compression" + elif self.long_Stiffner == 'Yes and 2 stiffeners': + self.stiffener_type = "transverse_and_two_longitudinal_neutral" + else: + self.stiffener_type = "transverse_only" + if self.stiffener_type != "transverse_only": + second_stiffener = False + if self.stiffener_type == "transverse_and_two_longitudinal_neutral": + second_stiffener = True + # Placeholder for longitudinal stiffener check + pass + + if self.c == 'NA': + # Calculate c per IS 800:2007 when not provided + self.c = self.calculate_stiffener_spacing_IS800() + else: + self.c = float(self.c) + self.design_flag2 = min_web_thickness_thick_web(self.eff_depth,self.web_thickness,self.epsilon,self.stiffener_type,self.c, debug=self.debug) + print('DESIGN FLAG2',self.design_flag2) + if self.design_flag2 == True: + + if design_dictionary[KEY_ShearBucklingOption] == 'Simple Post Critical': + #shear check + is_safe, self.V_d, self.shear_ratio = shear_buckling_check_simple_postcritical(self.eff_depth, self.total_depth, self.top_flange_thickness, self.bottom_flange_thickness, self.web_thickness, self.load.shear_force, self.web_philosophy, self.material.modulus_of_elasticity, self.material.fy, self.load.shear_force, self.c) + if is_safe: + self.shearflag1 = True + + # self.logger.info("Shear Check passed") + else: + + result = end_panel_stiffener_calc(self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.end_stiffthickness, + self.material.fy, self.gamma_m0, self.eff_depth, + self.top_flange_thickness, self.total_depth, + self.effective_length, self.bottom_flange_thickness, + self.material.modulus_of_elasticity, self.epsilon, self.c, self.web_philosophy, self.load.moment, self.load.shear_force, + self.int_thickness_list, self.end_stiffwidth, self.end_stiffthickness, self.logger) + is_safe_end = result[0] + self.end_stiffwidth = result[1] + self.end_stiffthickness = result[2] + if is_safe_end: + self.shearflag1 = True + else: + + self.shearflag1 = False + # self.logger.error("End Panel Stiffener Check failed") + + is_safe_int, self.V_cr, _, self.IntStiffnerwidth, _ = shear_buckling_check_intermediate_stiffener(self.eff_depth, self.web_thickness, self.c, self.epsilon, self.IntStiffThickness, self.IntStiffnerwidth, self.load.shear_force, self.gamma_m0, self.material.fy, self.material.modulus_of_elasticity, self.web_philosophy, self.lefactor, self.load.shear_force) + if is_safe_int: + self.shearflag2 = True + + # self.logger.info("Shear Buckling Check passed"). + else: + + self.shearflag2 = False + # self.logger.error("Shear Buckling Check failed") + + else: #tension field + + is_safe_tf, self.V_tf, self.shear_ratio, self.V_cr = shear_buckling_check_tension_field(self.eff_depth, self.total_depth, self.top_flange_thickness, self.bottom_flange_thickness, self.web_thickness, self.c, self.web_philosophy, self.material.modulus_of_elasticity, self.material.fy, self.load.shear_force, self.load.moment, self.top_flange_width, self.top_flange_thickness, self.bottom_flange_width, self.bottom_flange_thickness, self.gamma_m0) + if is_safe_tf: + self.shearflag1 = True + # self.logger.info("Shear Buckling Check passed") + else: + result_tf = tension_field_end_stiffener(self.eff_depth, self.web_thickness, self.material.fy, + self.load.shear_force, self.load.moment, + self.c, self.web_philosophy, self.material.modulus_of_elasticity, + self.top_flange_thickness, self.bottom_flange_thickness, + self.top_flange_width, self.bottom_flange_width, + self.gamma_m0, self.int_thickness_list, self.IntStiffnerwidth, self.IntStiffThickness, self.epsilon, self.lefactor) + is_safe_end_tf = result_tf[0] + self.end_stiffthickness = result_tf[5] if len(result_tf) > 5 else 0 + if is_safe_end_tf: + self.shearflag1 = True + else: + self.shearflag1 = False + # self.logger.error("Tension Field Check failed, increase stiffener thickness") + is_safe_int_tf, self.V_tf, _, self.IntStiffnerwidth, _ = tension_field_intermediate_stiffener(self.eff_depth, self.web_thickness, self.c, self.epsilon, self.IntStiffThickness, self.IntStiffnerwidth, self.load.shear_force, self.gamma_m0, self.material.fy, self.material.modulus_of_elasticity, self.web_philosophy, self.lefactor, self.load.shear_force) + if is_safe_int_tf: + self.shearflag2 = True + else: + self.shearflag2 = False + + # Web Crippling Check for thin web (same as thick web path) + web_height = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + is_safe_crip, self.F_q = check_web_crippling( + self.load.shear_force, self.b1, self.web_thickness, + self.material.fy, web_height, self.gamma_m0, self.logger + ) + self.shearflag3 = is_safe_crip + + if self.shearflag1 == True and self.shearflag2 == True and self.shearflag3 == True: + self.shearchecks = True + else: + self.shearchecks = False + + # support type supp or unsupp + if 'Unsupported' in self.support_type: + # Laterally unsupported (Major or Minor) + is_safe, self.Md, self.moment_ratio, self.V_d, self.M_cr, self.lambda_lt, self.phi_lt, self.X_lt, self.fbd_lt, self.It, self.Iw = moment_capacity_laterally_unsupported(self.material.modulus_of_elasticity,self.effective_length,self.total_depth,self.top_flange_thickness,self.bottom_flange_thickness,self.top_flange_width,self.bottom_flange_width,self.web_thickness,self.loading_case,self.gamma_m0,self.material.fy,self.load.shear_force, self.warping, self.load.moment, self.plast_sec_mod_z, self.elast_sec_mod_z, self.section_class, self.alpha_lt) + if is_safe: + self.momentchecks = True + # self.logger.info("Moment Check passed") + else: + self.momentchecks = False + # self.logger.error("Moment Check failed") + else: + # Laterally supported + is_safe, self.Md, self.moment_ratio, self.V_d = moment_capacity_laterally_supported(self.load.shear_force,self.plast_sec_mod_z,self.elast_sec_mod_z,self.material.fy,self.gamma_m0,self.total_depth,self.web_thickness,self.top_flange_thickness,self.bottom_flange_thickness,self.section_class, self.support_condition, self.load.moment) + if is_safe: + self.momentchecks = True + # self.logger.info("Moment Check passed") + else: + self.momentchecks = False + # self.logger.error("Moment Check failed") + + else: + # self.logger.error("Increase the web thickness") + pass + + # Deflection checks + if not SKIP_DEFLECTION: + # Note: self.load.moment is in NĀ·mm, but evaluate_deflection_kNm_mm expects kNĀ·m + moment_kNm = self.load.moment / 1e6 # Convert NĀ·mm to kNĀ·m + # Note: self.length is in meters, but evaluate_deflection_kNm_mm expects mm + length_mm = self.length * 1000 # Convert m to mm + is_safe, self.deflection_ratio, delta, allowable = evaluate_deflection_kNm_mm(moment_kNm, length_mm, self.material.modulus_of_elasticity, self.loading_case, self.deflection_criteria, self.total_depth, self.top_flange_width, self.bottom_flange_width, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness) + self.calculated_deflection = round(delta, 2) + self.deflection_limit = round(allowable, 2) + if is_safe: + self.defl_check = True + else: + self.defl_check = False + else: + self.defl_check = True + self.deflection_ratio = 0.0 + self.calculated_deflection = "Skipped" + self.deflection_limit = "Skipped" + + #in pso check for self.moment_checks and self.shearchecks + + #for customized + print(f"RATIOS moment {self.moment_ratio} shear {self.shear_ratio} deflection {self.deflection_ratio}") + return max(self.moment_ratio,self.shear_ratio,self.deflection_ratio),self.design_flag,self.design_flag2 + + def optimized_method(self, design_dictionary, is_thick_web, is_symmetric, viz_callback=None): + """ + Perform PSO optimization to find optimal plate girder dimensions. + + Args: + design_dictionary: Design input dictionary + is_thick_web: True if thick web design + is_symmetric: True if symmetric flanges + viz_callback: Optional callback(depth, ur, weight, iteration, particle_idx) + for real-time visualization + """ + variable_list = self.build_variable_structure(is_thick_web, is_symmetric) + lb, ub = self.get_bounds(variable_list) + + # Get index of 'D' (depth) in variable list for visualization + depth_idx = variable_list.index('D') if 'D' in variable_list else -1 + + # Create PSO progress callback for visualization + def pso_progress_callback(iteration, particle_idx, position, cost): + if viz_callback and depth_idx >= 0: + # Extract depth from particle position + depth = position[depth_idx] + + # Get current utilization ratio - use max of all constraint ratios. + # If a particle fails a non-ratio check (section class, thickness, + # buckling, deflection flag, etc.) keep it visibly infeasible in + # the live plot by placing it just beyond the UR=1 boundary. + def safe_ratio(value): + try: + return float(value or 0) + except (TypeError, ValueError): + return 0.0 + + moment_r = safe_ratio(getattr(self, 'moment_ratio', 0)) + shear_r = safe_ratio(getattr(self, 'shear_ratio', 0)) + defl_r = safe_ratio(getattr(self, 'deflection_ratio', 0)) + raw_ur = max(moment_r, shear_r, defl_r) + particle_passes_checks = all([ + bool(getattr(self, 'design_flag', False)), + bool(getattr(self, 'design_flag2', False)), + bool(getattr(self, 'momentchecks', False)), + bool(getattr(self, 'shearchecks', False)), + bool(getattr(self, 'defl_check', False)), + ]) + ur = raw_ur if (particle_passes_checks or raw_ur > 1.0) else 1.01 + + # Calculate weight: Area (cmĀ²ā†’mĀ²) Ɨ 7850 kg/mĀ³ Ɨ Length (mmā†’m) + area_cm2 = self._calc_particle_area(position, variable_list) + area_m2 = area_cm2 / 10000 # cmĀ² to mĀ² + length_m = self.length / 1000 # mm to m + weight_kg = area_m2 * 7850 * length_m + + # Emit to visualization + # Pass full position, variable names, and BOUNDS for accurate Parallel Coordinates + viz_callback(depth, ur, weight_kg, iteration, particle_idx, list(position), variable_list, list(lb), list(ub)) + + if self.use_intelligent_pso: + # Prepare discrete lists for Intelligent PSO + discrete_map = {} + for i, var in enumerate(variable_list): + if var in ['tf', 'tf_top', 'tf_bot']: + discrete_map[i] = [float(x) for x in self.top_flange_thickness_list] # Assuming top/bot lists are same or merged + elif var == 'tw': + discrete_map[i] = [float(x) for x in self.web_thickness_list] + elif var == 't_stiff': + discrete_map[i] = [float(x) for x in self.int_thickness_list] # Assuming stiff lists are available + # Dimensions like Depth (D) and Width (bf) could be continuous or step-based. + # For now, let's keep them continuous or snapped to 5mm? + # User did not specify standard lists for D/B, only thicknesses usually matter heavily for stock. + + optimizer = IntelligentPSO( + n_particles=50, + dimensions=len(variable_list), + options={'c1': 1.5, 'c2': 1.5, 'w': 0.4, 'debug': self.debug}, + bounds=(lb, ub), + discrete_lists=discrete_map + ) + else: + optimizer = GlobalBestPSO( + n_particles=50, + dimensions=len(variable_list), + options={'c1': 1.5, 'c2': 1.5, 'w': 0.4}, + bounds=(lb, ub) + ) + + fp = self.generate_first_particle(float(self.length), float(self.load.moment), float(self.material.fy),is_thick_web,is_symmetric) + + # Debug: Log PSO input parameters + self.logger.info(f"PSO Input - Length: {self.length} mm, Moment: {self.load.moment} N-mm, Fy: {self.material.fy} MPa") + self.logger.info(f"PSO Bounds - Lower: {lb}, Upper: {ub}") + self.logger.info(f"PSO First Particle (before clip): {fp}") + + # Inject knowledge (first particle) + if self.use_intelligent_pso: + optimizer.X[0] = np.clip(fp, lb, ub) + self.logger.info(f"PSO First Particle (after clip): {optimizer.X[0]}") + else: + optimizer.swarm.position[0] = np.clip(fp, lb, ub) + self.logger.info(f"PSO First Particle (after clip): {optimizer.swarm.position[0]}") + + + best_cost, best_pos = optimizer.optimize( + objective_func=lambda particle: self.objective_function(particle, variable_list, design_dictionary, is_symmetric, is_thick_web), + iters=100, + debug=self.debug, + progress_callback=pso_progress_callback + ) + + self.logger.info("PSO calculation successfully completed") + if self.debug: + print(f"\n[PSO RESULT] Best Cost (Mass + Penalty): {best_cost:.2f}") + + best_design_var = dict(zip(variable_list, best_pos)) + + if self.debug: + print(f"[PSO RESULT] Best Dimensions: {best_design_var}") + + if is_symmetric: + self.bottom_flange_thickness = self.top_flange_thickness = float(best_design_var['tf']) + for i in self.bottom_flange_thickness_list: + if float(i) > self.bottom_flange_thickness: + self.bottom_flange_thickness = float(i) + self.top_flange_thickness = float(i) + break + self.web_thickness = float(best_design_var['tw']) + for i in self.web_thickness_list: + if float(i) > self.web_thickness: + self.web_thickness = float(i) + break + + self.top_flange_width = self.bottom_flange_width = round(float(best_design_var['bf']),0) + self.top_flange_width = self.bottom_flange_width = ceil_to_nearest(self.top_flange_width,25) + self.total_depth = round(float(best_design_var['D']),0) + self.total_depth = ceil_to_nearest(self.total_depth,25) + + + else: + self.bottom_flange_thickness = float(best_design_var['tf_bot']) + for i in self.bottom_flange_thickness_list: + if float(i) > self.bottom_flange_thickness: + self.bottom_flange_thickness = float(i) + break + self.top_flange_thickness = float(best_design_var['tf_top']) + for i in self.top_flange_thickness_list: + if float(i) > self.top_flange_thickness: + self.top_flange_thickness = float(i) + break + self.web_thickness = float(best_design_var['tw']) + for i in self.web_thickness_list: + if float(i) > self.web_thickness: + self.web_thickness = float(i) + break + + self.bottom_flange_width = round(float(best_design_var['bf_bot']),0) + self.bottom_flange_width = ceil_to_nearest(self.bottom_flange_width,25) + self.top_flange_width = round(float(best_design_var['bf_top']),0) + self.top_flange_width = ceil_to_nearest(self.top_flange_width,25) + self.total_depth = round(float(best_design_var['D']),0) + self.total_depth = ceil_to_nearest(self.total_depth,25) + + self.eff_depth = self.total_depth - self.top_flange_thickness - self.bottom_flange_thickness + + if not is_thick_web: + # Enforce IS 800 Cl. 8.7.1.3: t_stiff >= d/50 + min_t_stiff = self.eff_depth / 50.0 + + self.IntStiffThickness = float(best_design_var['t_stiff']) + + # Start search from the discrete list closest to optim result or min_t_stiff + start_thickness = max(self.IntStiffThickness, min_t_stiff) + + found_thickness = False + for i in self.int_thickness_list: + if float(i) >= start_thickness: # strictly >= min_t_stiff + self.IntStiffThickness = float(i) + found_thickness = True + break + + # If no thickness in list satisfies d/50, take the largest available + if not found_thickness and len(self.int_thickness_list) > 0: + self.IntStiffThickness = float(self.int_thickness_list[-1]) + + # Enforce IS 800 Cl. 8.7.2.4: 0.5d <= c <= 3d + min_c = 0.5 * self.eff_depth + max_c = 3.0 * self.eff_depth + + raw_c = round(float(best_design_var['c']), 0) + + # Clamp c to valid range + self.c = max(min_c, min(raw_c, max_c)) + self.c = ceil_to_nearest(self.c, 25) + + self.logger.info(f"Optimized values : Flange width top and bottom {self.top_flange_width} {self.bottom_flange_width} flange thickness top and bottom {self.top_flange_thickness} { self.bottom_flange_thickness} web_thickness {self.web_thickness} total depth { self.total_depth} C value {self.c} thickness stiffener { self.IntStiffThickness}") + + # Print Plastic Modulus for PSO optimization + from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties + + # Use correct axis for section modulus display + if 'Minor' in self.support_type: + pso_plastic_modulus = Unsymmetrical_I_Section_Properties.calc_PlasticModulusY( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug) + pso_elastic_modulus = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZy( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + else: + pso_plastic_modulus = Unsymmetrical_I_Section_Properties.calc_PlasticModulusZ( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, + self.epsilon, debug=self.debug) + pso_elastic_modulus = Unsymmetrical_I_Section_Properties.calc_ElasticModulusZz( + self.total_depth, self.top_flange_width, self.bottom_flange_width, + self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness, debug=self.debug + ) + if self.debug: + print(f"\n========== PSO OPTIMIZED SECTION PROPERTIES ==========") + print(f" Total Depth (D): {self.total_depth:.2f} mm") + print(f" Web Thickness (tw): {self.web_thickness:.2f} mm") + print(f" Top Flange Width: {self.top_flange_width:.2f} mm") + print(f" Top Flange Thickness: {self.top_flange_thickness:.2f} mm") + print(f" Bottom Flange Width: {self.bottom_flange_width:.2f} mm") + print(f" Bottom Flange Thickness: {self.bottom_flange_thickness:.2f} mm") + print(f" Stiffener Spacing (c): {self.c} mm") + print(f" Intermediate Stiffener Thickness: {self.IntStiffThickness} mm") + print(f" ---") + print(f" Plastic Modulus (Zp): {pso_plastic_modulus:.2f} mmĀ³") + print(f" Elastic Modulus (Ze): {pso_elastic_modulus:.2f} mmĀ³") + print(f"======================================================\n") + + self.design_check(design_dictionary) + + # 5. Objective function + def objective_function(self, particle, variable_list, design_dictionary, is_symmetric, is_thick_web): + """ + particle: 1D array of design variables for a single particle + returns: scalar cost + """ + cost = self.evaluate_particle_cost(particle, variable_list, design_dictionary, is_symmetric, is_thick_web) + return cost + + def final_format(self,design_dictionary): + + # Format: "D x tw x Bf_bot x tf_bot x Bf_top x tf_top" with dimension labels for clarity + self.result_designation = f"PG {int(self.total_depth)}x{int(self.web_thickness)}x{int(self.bottom_flange_width)}x{int(self.bottom_flange_thickness)}x{int(self.top_flange_width)}x{int(self.top_flange_thickness)}" + if self.moment_ratio == None: + self.moment_ratio = 0 + if self.shear_ratio == None: + self.shear_ratio = 0 + + self.result_UR = max(self.moment_ratio,self.shear_ratio, self.deflection_ratio) + self.section_classification_val = self.section_class + + # Fix: Beta value should be 1.0 for Plastic/Compact sections + if self.beta_b_lt is None or self.beta_b_lt == 0: + if self.section_class == KEY_Plastic or self.section_class == KEY_Compact: + self.beta_b_lt = 1.0 + elif self.section_class == KEY_SemiCompact: + # Assuming Ze and Zp are available + if hasattr(self, 'elast_sec_mod_z') and hasattr(self, 'plast_sec_mod_z') and self.plast_sec_mod_z > 0: + self.beta_b_lt = self.elast_sec_mod_z / self.plast_sec_mod_z + else: + self.beta_b_lt = 1.0 # Fallback + else: + self.beta_b_lt = 1.0 # Fallback + + self.betab = round(self.beta_b_lt,2) + + # Area already divided by 100 in logic, just need to ensure unit label in Common.py is correct (cm^2) + # Note: Unsymmetrical_I_Section_Properties.calc_area returns mm^2. Division by 100 gives cm^2? No, mm^2 to cm^2 is /100. + self.effectivearea = round(Unsymmetrical_I_Section_Properties.calc_area(self.total_depth, self.top_flange_width, self.bottom_flange_width, self.web_thickness, self.top_flange_thickness, self.bottom_flange_thickness)/100, 2) + + if self.Md == None: + self.Md = 0 + + if self.M_cr == None: + self.M_cr = 0 + if self.V_cr == None: + self.V_cr = 0 + if self.It == None: + self.It = 0 + if self.Iw == None: + self.Iw = 0 + + if self.shear_type == 'Low': + self.design_moment = round(self.Md/1000000,1) + else: + self.design_moment = round(self.Md/1000000,1) + + + self.critical_moment = 'N/A' + # Warping and Torsion Constants are section properties, should be displayed for all cases + if self.It is not None: + self.torsion_cnst = round(self.It/10000,1) + else: + self.torsion_cnst = 'N/A' + + if self.Iw is not None: + self.warping_cnst = round(self.Iw/1000000,1) + else: + self.warping_cnst = 'N/A' + + if self.support_type == 'Major Laterally Unsupported' or self.support_type == 'Minor Laterally Unsupported': + self.critical_moment = round(self.M_cr/1000000,1) + + # Stiffener Logic Fixes + if self.web_philosophy == 'Thick Web without ITS': + self.intstiffener_thk = "N/A" + self.longstiffener_thk = "N/A" + self.intstiffener_spacing = "N/A" + self.end_panel_stiffener_thickness = "N/A" + self.x1 = "N/A" + self.x2 = "N/A" + else: + self.intstiffener_thk = self.IntStiffThickness + self.longstiffener_thk = self.LongStiffThickness + self.intstiffener_spacing = self.c + + # End panel stiffener logic + if self.end_panel_stiffener_thickness is None or self.end_panel_stiffener_thickness == 0: + if self.end_stiffthickness == 0: + self.end_panel_stiffener_thickness = self.IntStiffThickness # Fallback to min + else: + self.end_panel_stiffener_thickness = self.end_stiffthickness + else: + pass # already set correctly + + if isinstance(self.end_panel_stiffener_thickness, (int, float)): + self.end_panel_stiffener_thickness = round(self.end_panel_stiffener_thickness, 2) + + # Longitudinal Stiffener Position Calculation per IS 800:2007 Cl. 8.7.13 / DDCL 1.5.3 + # Automatically determine if stiffeners are required based on d/tw ratio limits + num_long_required, x1_auto, x2_auto, long_reason = check_longitudinal_stiffener_required( + self.eff_depth, self.web_thickness, self.c, self.epsilon, debug=self.debug + ) + + # Log the automatic check result + self.logger.info(f"Longitudinal Stiffener Check: {long_reason}") + + # Get user preference + user_num = 0 + if self.long_Stiffner == 'Yes and 1 stiffener': + user_num = 1 + elif self.long_Stiffner == 'Yes and 2 stiffeners': + user_num = 2 + + # Respect user preference, but warn if codal requirements differ + if user_num == 0 and num_long_required > 0: + self.logger.warning(f"User selected 'No' for longitudinal stiffener, but IS 800:2007 Cl. 8.7.13 requires {num_long_required} stiffener(s) for d/tw = {self.eff_depth/self.web_thickness:.1f}") + self.longstiffener_no = "Not Required" + self.longstiffener_thk = "Not Required" + self.x1 = "Not Required" + self.x2 = "Not Required" + elif user_num == 0 and num_long_required == 0: + # User selected No and code also says not required + self.logger.info("Longitudinal stiffener not required per IS 800:2007 Cl. 8.7.13") + self.longstiffener_no = "Not Required" + self.longstiffener_thk = "Not Required" + self.x1 = "Not Required" + self.x2 = "Not Required" + elif user_num >= 1: + # User explicitly requested stiffeners + self.longstiffener_no = user_num + self.longstiffener_thk = self.LongStiffThickness + # First stiffener at 0.2d from compression flange per Cl. 8.7.13 + self.x1 = x1_auto if x1_auto is not None else round(0.2 * self.eff_depth, 2) + if user_num >= 2: + # Second stiffener at neutral axis (0.5d) per Cl. 8.7.13 + self.x2 = x2_auto if x2_auto is not None else round(0.5 * self.eff_depth, 2) + self.logger.info(f"Longitudinal stiffeners provided: x1={self.x1}mm (0.2d), x2={self.x2}mm (0.5d)") + else: + self.x2 = "Not Required" + self.logger.info(f"Longitudinal stiffener provided: x1={self.x1}mm (0.2d from compression flange)") + + # Redundant safety for calculated_deflection in case missed + if not hasattr(self, 'calculated_deflection'): + self.calculated_deflection = "Skipped" + if not hasattr(self, 'deflection_limit'): + self.deflection_limit = "Skipped" + + self.atop= 0 + self.abot= 0 + self.weld_stiff= None + self.atop, self.abot= design_welds_with_strength_web_to_flange(self.load.shear_force, self.top_flange_width, self.top_flange_thickness, self.bottom_flange_width, self.bottom_flange_thickness, self.web_thickness, self.eff_depth, [self.material.fu], debug=self.debug) + self.weld_stiff = weld_for_end_stiffener(self.end_stiffthickness if self.end_stiffthickness > 0 else self.IntStiffThickness, self.end_stiffwidth, self.load.shear_force, self.V_d, self.total_depth, self.top_flange_thickness, self.bottom_flange_thickness, self.web_thickness, [self.material.fu]) + diff --git a/osdag_core/design_type/plate_girder/core/pso_optimizer.py b/osdag_core/design_type/plate_girder/core/pso_optimizer.py new file mode 100644 index 000000000..53fbe43b9 --- /dev/null +++ b/osdag_core/design_type/plate_girder/core/pso_optimizer.py @@ -0,0 +1,128 @@ +import numpy as np +import math + +# PSO implementation +class GlobalBestPSO: + def __init__(self, n_particles, dimensions, options, bounds): + self.n_particles = n_particles + self.dimensions = dimensions + self.options = options + self.bounds = bounds + self.swarm = type('Swarm', (), {'position': np.random.uniform(bounds[0], bounds[1], (n_particles, dimensions))}) + + def optimize(self, objective_func, iters, debug=True, progress_callback=None): + xopt, fopt = pso(objective_func, self.bounds[0], self.bounds[1], + swarmsize=self.n_particles, + maxiter=iters, + omega=self.options.get('w', 0.5), + phip=self.options.get('c1', 0.5), + phig=self.options.get('c2', 0.5), + debug=debug, + progress_callback=progress_callback) + return fopt, xopt + + +def pso(func, lb, ub, ieqcons=[], f_ieqcons=None, args=(), kwargs={}, + swarmsize=600, omega=0.5, phip=0.5, phig=0.5, maxiter=1000, + minstep=1e-8, minfunc=1e-8, debug=False, progress_callback=None): + assert len(lb) == len(ub) + lb = np.array(lb) + ub = np.array(ub) + vhigh = np.abs(ub - lb) + vlow = -vhigh + + obj = lambda x: func(x, *args, **kwargs) + if f_ieqcons is None: + cons = (lambda x: np.array([0])) if not len(ieqcons) \ + else (lambda x: np.array([y(x, *args, **kwargs) for y in ieqcons])) + else: + cons = lambda x: np.array(f_ieqcons(x, *args, **kwargs)) + + def is_feasible(x, eps=1e-12): + cons_val = cons(x) + if debug: + print(f'Constraint values: {cons_val}') + return np.all(cons_val >= -eps) # strictly >=0; small epsilon for numeric tolerance + + # Helper: generate a feasible position + def random_feasible_point(): + for _ in range(10000): + candidate = lb + np.random.rand(len(lb)) * (ub - lb) + if is_feasible(candidate): + return candidate + raise RuntimeError("Cannot find feasible initial particle!") + + # Initialize + S, D = swarmsize, len(lb) + x = np.zeros((S, D)) + v = np.zeros_like(x) + p = np.zeros_like(x) + fp = np.full(S, np.inf) + g = None + fg = np.inf + + # Feasible initialization + for i in range(S): + x[i, :] = random_feasible_point() + p[i, :] = x[i, :].copy() + fp[i] = obj(p[i, :]) + if i == 0 or (fp[i] < fg and is_feasible(p[i, :])): + g = p[i, :].copy() + fg = fp[i] + v[i, :] = vlow + np.random.rand(D) * (vhigh - vlow) + + # Main loop + it = 1 + while it <= maxiter: + rp = np.random.uniform(size=(S, D)) + rg = np.random.uniform(size=(S, D)) + for i in range(S): + v[i, :] = omega * v[i, :] + phip * rp[i, :] * (p[i, :] - x[i, :]) + phig * rg[i, :] * (g - x[i, :]) + x[i, :] = x[i, :] + v[i, :] + + # Project to bounds + x[i, :] = np.clip(x[i, :], lb, ub) + + # Ensure feasibility + if not is_feasible(x[i, :]): + # Option 1: resample until feasible + x[i, :] = random_feasible_point() + # Option 2 (alternative): reflect or repair (optional) + + fx = obj(x[i, :]) + + # Emit progress for visualization + if progress_callback: + progress_callback(it, i, x[i, :], fx) + + # Personal best update + if is_feasible(x[i, :]) and (fx < fp[i] or not is_feasible(p[i, :])): + p[i, :] = x[i, :].copy() + fp[i] = fx + + # Global best update + if fx < fg or not is_feasible(g): + if debug: + print(f'New best for swarm at iteration {it}: {x[i, :]} {fx}') + pass + tmp = x[i, :].copy() + stepsize = np.sqrt(np.sum((g - tmp) ** 2)) if g is not None else np.inf + if np.abs(fg - fx) <= minfunc: + print(f'Stopping search: Swarm best objective change less than {minfunc}') + return tmp, fx + elif stepsize <= minstep: + print(f'Stopping search: Swarm best position change less than {minstep}') + return tmp, fx + else: + g = tmp.copy() + fg = fx + if debug: + print(f'Best after iteration {it}: {g} {fg}') + pass + it += 1 + + print(f'Stopping search: maximum iterations reached --> {maxiter}') + if not is_feasible(g): + print("However, the optimization couldn't find a feasible design. Sorry") + pass + return g, fg diff --git a/osdag_core/design_type/plate_girder/core/section.py b/osdag_core/design_type/plate_girder/core/section.py new file mode 100644 index 000000000..116e952d7 --- /dev/null +++ b/osdag_core/design_type/plate_girder/core/section.py @@ -0,0 +1,188 @@ + +from ....utils.common.is800_2007 import IS800_2007 +from ....Common import * + +class Section: + def __init__(self): + self.tf = self.tw = self.bf = self.D = self.tf_top = self.tf_bot = self.bf_top = self.bf_bot = self.c = self.t_stiff = None + +def calc_yj(Bf_top, tf_top, Bf_bot, tf_bot, D): + """ + Calculate yj per IS 800:2007 Clause E.3.2.2. Returns 0 for symmetric sections. + """ + if Bf_top == Bf_bot and tf_top == tf_bot: + return 0 # symmetric section + h = D - (tf_top + tf_bot) + Ift = (Bf_top * tf_top**3) / 12 + Ifc = (Bf_bot * tf_bot**3) / 12 + beta_f = Ifc / (Ifc + Ift) + alpha = 0.8 if beta_f > 0.5 else 1.0 + yj= alpha * (2 * beta_f - 1) * h / 2 + return yj + +def shear_stress_unsym_I(V_ed, b_ft, t_ft, b_fb, t_fb, t_w, h_w): + # Part areas [mm^2] + A_t = b_ft * t_ft + A_b = b_fb * t_fb + A_w = t_w * h_w + + # Section total depth & area + D = t_fb + h_w + t_ft + A = A_t + A_b + A_w + + # Centroid yā€coords from bottom of bottom flange [mm] + y_b = t_fb / 2 + y_w = t_fb + h_w / 2 + y_t = t_fb + h_w + t_ft / 2 + + # Neutral axis from bottom [mm] + y_na = (A_b * y_b + A_w * y_w + A_t * y_t) / A + + # Second moment I_z [mm^4] + I_b = b_fb * t_fb ** 3 / 12 + A_b * (y_b - y_na) ** 2 + I_w = t_w * h_w ** 3 / 12 + A_w * (y_w - y_na) ** 2 + I_t = b_ft * t_ft ** 3 / 12 + A_t * (y_t - y_na) ** 2 + I_z = I_b + I_w + I_t + + # First moments Q [mm^3] + Q_bot = A_b * abs(y_na - y_b) + Q_top = A_t * abs(y_t - y_na) + + # Shear flows q = V*Q / I [kNĀ·mm^3 / mm^4 = kN/mm] + q_bot = V_ed * Q_bot / I_z + q_top = V_ed * Q_top / I_z + + return { + 'y_na_mm': y_na, 'I_z_mm4': I_z, + 'Q_top_mm3': Q_top, 'Q_bot_mm3': Q_bot, + 'q_top_kN_per_mm': q_top, + 'q_bot_kN_per_mm': q_bot, + } + +def classify_section(top_flange_width, top_flange_thickness, bottom_flange_width, bottom_flange_thickness, total_depth, web_thickness, fy, web_philosophy, has_longitudinal_stiffener=False, debug=False): + """ + Classify plate girder section per IS 800:2007. + + For plate girders, the web slenderness limits are governed by Clause 8.6.1.2: + - d/tw <= 200Īµ: Valid with transverse stiffeners only + - d/tw <= 250Īµ: Valid with transverse + longitudinal stiffeners + + This is DIFFERENT from Table 2 limits (126Īµ for Semi-Compact) which apply + to unstiffened sections for moment capacity calculations. + + Flanges must always satisfy Table 2 limits (not slender). + + Args: + top_flange_width: Width of top flange (mm) + top_flange_thickness: Thickness of top flange (mm) + bottom_flange_width: Width of bottom flange (mm) + bottom_flange_thickness: Thickness of bottom flange (mm) + total_depth: Total depth of plate girder (mm) + web_thickness: Web thickness (mm) + fy: Yield strength (MPa) + web_philosophy: 'Thick Web without ITS' or 'Thin Web with ITS' + has_longitudinal_stiffener: Whether longitudinal stiffener is provided + + Returns: + tuple: (section_class, is_valid) where section_class is the classification + and is_valid indicates if the section can be used + """ + import math + + # Calculate epsilon per IS 800:2007 + epsilon = math.sqrt(250 / fy) + + # IS 800:2007 Table 2, Sr. No. (i): Outstanding element of compression flange + # For welded I-sections, outstand b = (B - tw)/2 + outstand_top = (top_flange_width - web_thickness) / 2 + outstand_bottom = (bottom_flange_width - web_thickness) / 2 + + flange_class_top = IS800_2007.Table2_i(outstand_top, top_flange_thickness, fy, 'Welded')[0] + flange_class_bottom = IS800_2007.Table2_i(outstand_bottom, bottom_flange_thickness, fy, 'Welded')[0] + if debug: + print(f"DEBUG: Section Classification -> Top Flange Outstand={outstand_top:.2f}, Bottom Flange Outstand={outstand_bottom:.2f}") + print(f"DEBUG: Flange Classes -> Top: {flange_class_top}, Bottom: {flange_class_bottom}") + + # Calculate web d/tw ratio + web_depth = total_depth - top_flange_thickness - bottom_flange_thickness + d_tw = web_depth / web_thickness + + # Web classification per Table 2 (used for thick webs and moment capacity) + web_class = IS800_2007.Table2_iii(web_depth, web_thickness, fy) + if debug: + print(f"DEBUG: Web Classification -> d={web_depth:.2f}, tw={web_thickness:.2f}, d/tw={d_tw:.2f}") + print(f"DEBUG: Web Class (Table 2): {web_class}, Limit (Semi-Compact): {126 * epsilon:.2f}") + + # Check if flanges are slender (never allowed) + flanges_slender = (flange_class_top == "Slender" or flange_class_bottom == "Slender") + + if flanges_slender: + # Flanges are slender - not allowed regardless of web philosophy + if debug: + print("DEBUG: Classification Result -> FAILED (Slender Flanges)") + return "Slender", False + + if web_philosophy == 'Thin Web with ITS': + # For stiffened plate girders, use Clause 8.6.1.2 limits + # These are MORE RELAXED than Table 2 limits + if has_longitudinal_stiffener: + # With transverse + longitudinal stiffeners: d/tw <= 250Īµ + max_d_tw = 250 * epsilon + else: + # With transverse stiffeners only: d/tw <= 200Īµ + max_d_tw = 200 * epsilon + + if debug: + print(f"DEBUG: Thin Web Philosophy -> Limit d/tw={max_d_tw:.2f}") + if d_tw > max_d_tw: + # Web exceeds even the plate girder limits + if debug: + print(f"DEBUG: Classification Result -> FAILED (Web d/tw {d_tw:.2f} > {max_d_tw:.2f})") + return "Slender", False + else: + # Web is valid per Cl. 8.6.1.2 + # Classify section based on flanges for moment capacity + section_class = determine_section_class_from_flanges(flange_class_top, flange_class_bottom) + if debug: + print(f"DEBUG: Classification Result -> PASSED (Class based on flanges: {section_class})") + return section_class, True + else: + # Thick Web without ITS: Use Table 2 limits + # Both web and flanges must be non-slender per Table 2 + if web_class == "Slender": + if debug: + print(f"DEBUG: Classification Result -> FAILED (Slender Web per Table 2)") + return "Slender", False + else: + section_class = determine_overall_section_class(flange_class_top, flange_class_bottom, web_class) + if debug: + print(f"DEBUG: Classification Result -> PASSED (Overall Class: {section_class})") + return section_class, True + + +def determine_section_class_from_flanges(flange_class_top, flange_class_bottom): + """ + Determine section class based on flanges only (for stiffened webs). + The section class is the most restrictive of the two flanges. + """ + class_order = [KEY_Plastic, KEY_Compact, KEY_SemiCompact] + + top_idx = class_order.index(flange_class_top) if flange_class_top in class_order else 2 + bot_idx = class_order.index(flange_class_bottom) if flange_class_bottom in class_order else 2 + + return class_order[max(top_idx, bot_idx)] + + +def determine_overall_section_class(flange_class_top, flange_class_bottom, web_class): + """ + Determine overall section class based on all elements (web and flanges). + The section class is the most restrictive of all elements. + """ + class_order = [KEY_Plastic, KEY_Compact, KEY_SemiCompact] + + top_idx = class_order.index(flange_class_top) if flange_class_top in class_order else 2 + bot_idx = class_order.index(flange_class_bottom) if flange_class_bottom in class_order else 2 + web_idx = class_order.index(web_class) if web_class in class_order else 2 + + return class_order[max(top_idx, bot_idx, web_idx)] + diff --git a/osdag_core/design_type/plate_girder/core/utils.py b/osdag_core/design_type/plate_girder/core/utils.py new file mode 100644 index 000000000..14c6937b6 --- /dev/null +++ b/osdag_core/design_type/plate_girder/core/utils.py @@ -0,0 +1,92 @@ + +import math + +def ceil_to_nearest(x, multiple): + return float(math.ceil(x / multiple) * multiple) + +def get_K_from_warping_restraint(warping_condition): + """ + Return effective length factor K based on exact warping restraint description (IS 800:2007, Clause E.1). + """ + if warping_condition == "Both flanges fully restrained": + return 0.5 + elif warping_condition == "Compression flange fully restrained": + return 0.7 + elif warping_condition == "Compression flange partially restrained": + return 0.85 + elif warping_condition == "Warping not restrained in both flanges": + return 1.0 + else: + raise ValueError("Invalid warping restraint. Use one of the four standard conditions.") + +def get_effective_length_factor(torsional_res, warping_res, load_type): + """ + Calculate Effective Length Factor (k) and depth offset for Lateral Torsional Buckling + Based on IS 800:2007 Table 15 (Effective Length for Simply Supported Beams, LLT) + + Effective Length LLT = k * L + d_mult * D + where: + L = span length + D = total depth of section + k = length multiplier factor + d_mult = depth offset multiplier (0 for most cases, 2 for partial restraints) + + Returns: + tuple: (k_factor, d_multiplier) + k_factor: multiplier for span L + d_multiplier: multiplier for depth D (to add as offset, e.g., 2 means add 2D) + """ + # Keys from Common.py + # Torsional Restraint + TR_FULL = 'Fully Restrained' + TR_PARTIAL_CONN = 'Partially Restrained-support connection' + TR_PARTIAL_BEARING = 'Partially Restrained-bearing support' + + # Warping Restraint + WR_BOTH_FULL = 'Both flanges fully restrained' + WR_COMP_FULL = 'Compression flange fully restrained' + WR_COMP_PARTIAL = 'Compression flange partially restrained' + WR_NONE = 'Warping not restrained in both flanges' + + # Loading Condition + LOAD_NORMAL = 'Normal' + LOAD_DESTAB = 'Destabilizing' + + k = 1.0 # Default length factor + d_mult = 0 # Default depth offset multiplier (no +2D term) + + if torsional_res == TR_FULL: + # Fully restrained torsion - no +2D term + d_mult = 0 + if warping_res == WR_BOTH_FULL: + k = 0.70 if load_type == LOAD_NORMAL else 0.85 + elif warping_res == WR_COMP_FULL: + k = 0.75 if load_type == LOAD_NORMAL else 0.90 + elif warping_res == WR_COMP_PARTIAL: + k = 0.85 if load_type == LOAD_NORMAL else 1.00 + elif warping_res == WR_NONE: + k = 1.00 if load_type == LOAD_NORMAL else 1.20 + + elif torsional_res == TR_PARTIAL_CONN: + # Partially restrained by bottom flange support connection + # LLT = L + 2D (Normal) or 1.2L + 2D (Destabilizing) + if warping_res == WR_NONE: + k = 1.0 if load_type == LOAD_NORMAL else 1.2 + d_mult = 2 # Add 2D offset + else: + # For other warping conditions with partial torsion, use fully restrained values + k = 1.0 if load_type == LOAD_NORMAL else 1.20 + d_mult = 0 + + elif torsional_res == TR_PARTIAL_BEARING: + # Partially restrained by bottom flange bearing support + # LLT = 1.2L + 2D (Normal) or 1.4L + 2D (Destabilizing) + if warping_res == WR_NONE: + k = 1.2 if load_type == LOAD_NORMAL else 1.4 + d_mult = 2 # Add 2D offset + else: + # For other warping conditions with partial torsion, use conservative values + k = 1.2 if load_type == LOAD_NORMAL else 1.4 + d_mult = 0 + + return (k, d_mult) \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/gui/__init__.py b/osdag_core/design_type/plate_girder/gui/__init__.py new file mode 100644 index 000000000..563067c9a --- /dev/null +++ b/osdag_core/design_type/plate_girder/gui/__init__.py @@ -0,0 +1,9 @@ +""" +Plate Girder GUI Components +=========================== +UI-related components for the Plate Girder design module. +""" + +from .pso_ui_manager import PSOUIManager + +__all__ = ['PSOUIManager'] diff --git a/osdag_core/design_type/plate_girder/gui/dialogs.py b/osdag_core/design_type/plate_girder/gui/dialogs.py new file mode 100644 index 000000000..be05c8288 --- /dev/null +++ b/osdag_core/design_type/plate_girder/gui/dialogs.py @@ -0,0 +1,248 @@ +from PySide6 import QtCore, QtWidgets +from PySide6.QtWidgets import QDialog, QLabel, QLineEdit, QPushButton, QFormLayout, QMessageBox +from PySide6.QtGui import QFont +from PySide6.QtCore import Qt +from .widgets import My_ListWidget + +scale = 1 # For resizing components + +class RangeInputDialog(QDialog): + def __init__(self): + super().__init__() + self.setWindowTitle("Custom Range Input") + self.setFixedSize(350, 200) + self.set_styles() + + self.values = [] + + self.lower_input = QLineEdit() + self.upper_input = QLineEdit() + self.step_input = QLineEdit() + + for widget in [self.lower_input, self.upper_input, self.step_input]: + widget.setFont(QFont("Segoe UI", 11)) # Slightly larger font + widget.setFixedHeight(32) # Increased height + + # Form layout + form_layout = QFormLayout() + form_layout.setLabelAlignment(Qt.AlignRight) + form_layout.setFormAlignment(Qt.AlignCenter) + + lower_label = QLabel("Lower Bound:") + upper_label = QLabel("Upper Bound:") + step_label = QLabel("Step:") + + for label in [lower_label, upper_label, step_label]: + label.setFont(QFont("Segoe UI", 10)) + + form_layout.addRow(lower_label, self.lower_input) + form_layout.addRow(upper_label, self.upper_input) + form_layout.addRow(step_label, self.step_input) + + self.submit_button = QPushButton("Add") + self.submit_button.setFont(QFont("Segoe UI", 10, QFont.Bold)) + self.submit_button.clicked.connect(self.validate_and_submit) + + form_layout.addRow(self.submit_button) + self.setLayout(form_layout) + + def set_styles(self): + self.setStyleSheet(""" + QDialog { + background-color: white; + } + QLabel { + font-size: 10pt; + } + QLineEdit { + font-size: 11pt; + padding: 4px 6px; + border: 1px solid #aaa; + border-radius: 3px; + } + QPushButton { + background-color: #814c4c; + color: white; + font-size: 10pt; + font-weight: bold; + height: 28px; + border-radius: 4px; + } + QPushButton:hover { + background-color: #a05c5c; + } + """) + + def validate_and_submit(self): + lower_text = self.lower_input.text().strip() + upper_text = self.upper_input.text().strip() + step_text = self.step_input.text().strip() + + if not lower_text or not upper_text or not step_text: + self.show_error("All fields must be filled.") + return + + try: + lower = float(lower_text) + upper = float(upper_text) + step = float(step_text) + + if step <= 0: + self.show_error("Step must be greater than 0.") + return + + self.values = [lower, upper, step] + self.accept() + + except ValueError: + self.show_error("Please enter valid numeric values.") + + def show_error(self, message): + QMessageBox.warning(self, "Input Error", message) + + def get_values(self): + return self.values + +class PopupDialog(QDialog): + def __init__(self, disabled_values=[], note="", parent=None): + super().__init__(parent) + self.disabled_values = disabled_values + self.note = note + self.setWindowTitle("Customized") + self.resize(int(scale*540), int(scale*470)) + self.init_ui() + self.set_styles() + + def init_ui(self): + self.label = QtWidgets.QLabel("Available:", self) + self.label.setGeometry(QtCore.QRect(20, 20, 150, 30)) + + self.label_2 = QtWidgets.QLabel("Selected:", self) + self.label_2.setGeometry(QtCore.QRect(int(scale * 320), 20, 150, 30)) + + self.listWidget = My_ListWidget(self) + self.listWidget.setGeometry(QtCore.QRect(20, 50, int(scale*180), int(scale*300))) + self.listWidget.setSelectionMode(QtWidgets.QAbstractItemView.ExtendedSelection) + self.listWidget.itemDoubleClicked.connect(self.move_to_selected) + + self.listWidget_2 = My_ListWidget(self) + self.listWidget_2.setGeometry(QtCore.QRect(int(scale*320), 50, int(scale*180), int(scale*300))) + self.listWidget_2.setSelectionMode(QtWidgets.QAbstractItemView.ExtendedSelection) + self.listWidget_2.itemDoubleClicked.connect(self.move_to_available) + + self.pushButton = QtWidgets.QPushButton(">>", self) + self.pushButton.setGeometry(QtCore.QRect(int(scale*225), int(scale*140), int(scale*70), int(scale*30))) + + self.pushButton_2 = QtWidgets.QPushButton(">", self) + self.pushButton_2.setGeometry(QtCore.QRect(int(scale*225), int(scale*180), int(scale*70), int(scale*30))) + + self.pushButton_3 = QtWidgets.QPushButton("<", self) + self.pushButton_3.setGeometry(QtCore.QRect(int(scale*225), int(scale*220), int(scale*70), int(scale*30))) + + self.pushButton_4 = QtWidgets.QPushButton("<<", self) + self.pushButton_4.setGeometry(QtCore.QRect(int(scale*225), int(scale*260), int(scale*70), int(scale*30))) + + self.pushButton_5 = QtWidgets.QPushButton("Submit", self) + self.pushButton_5.setGeometry(QtCore.QRect(int(scale*190), int(scale*400), int(scale*140), int(scale*35))) + self.pushButton_5.setDefault(True) + + self.pushButton.clicked.connect(self.move_all_to_selected) + self.pushButton_2.clicked.connect(self.move_selected_to_selected) + self.pushButton_3.clicked.connect(self.move_selected_to_available) + self.pushButton_4.clicked.connect(self.move_all_to_available) + self.pushButton_5.clicked.connect(self.accept) + + self.listWidget.itemSelectionChanged.connect(self.update_buttons_status) + self.listWidget_2.itemSelectionChanged.connect(self.update_buttons_status) + + self.update_buttons_status() + + def update_buttons_status(self): + self.pushButton_2.setDisabled(not bool(self.listWidget.selectedItems())) + self.pushButton_3.setDisabled(not bool(self.listWidget_2.selectedItems())) + + def move_selected_to_selected(self): + for item in self.listWidget.selectedItems(): + self.listWidget_2.addItem(item.text()) + for item in self.listWidget.selectedItems(): + self.listWidget.takeItem(self.listWidget.row(item)) + + def move_selected_to_available(self): + for item in self.listWidget_2.selectedItems(): + self.listWidget.addItem(item.text()) + for item in self.listWidget_2.selectedItems(): + self.listWidget_2.takeItem(self.listWidget_2.row(item)) + + def move_all_to_selected(self): + while self.listWidget.count() > 0: + self.listWidget_2.addItem(self.listWidget.takeItem(0).text()) + + def move_all_to_available(self): + while self.listWidget_2.count() > 0: + self.listWidget.addItem(self.listWidget_2.takeItem(0).text()) + + def move_to_selected(self, item): + self.listWidget_2.addItem(item.text()) + self.listWidget.takeItem(self.listWidget.row(item)) + + def move_to_available(self, item): + self.listWidget.addItem(item.text()) + self.listWidget_2.takeItem(self.listWidget_2.row(item)) + + def get_selected_items(self): + return [self.listWidget_2.item(i).text() for i in range(self.listWidget_2.count())] + + def set_styles(self): + brown = "#925a5b" + grey = "#8e8e8e" + white = "#ffffff" + + button_style = f""" + QPushButton {{ + background-color: {brown}; + color: {white}; + border-radius: 6px; + font-size: 22px; + padding: 6px 18px; + border: none; + }} + QPushButton:disabled {{ + background-color: {grey}; + color: {white}; + }} + """ + for btn in [self.pushButton, self.pushButton_2, self.pushButton_3, self.pushButton_4, self.pushButton_5]: + btn.setStyleSheet(button_style) + + list_item_style = """ + QListWidget::item { + font-size: 24px; + color: black; + margin: 2px 0px; + } + """ + scrollbar_style = f""" + QScrollBar:vertical {{ + border: none; + background: #f5f5f5; + width: 12px; + border-radius: 6px; + }} + QScrollBar::handle:vertical {{ + background: {grey}; + min-height: 20px; + border-radius: 6px; + }} + QScrollBar::add-line:vertical, QScrollBar::sub-line:vertical {{ + background: none; + height: 0px; + }} + QScrollBar::add-page:vertical, QScrollBar::sub-page:vertical {{ + background: none; + }} + QScrollBar:horizontal {{ + height: 0px; + }} + """ + self.listWidget.setStyleSheet(list_item_style + scrollbar_style) + self.listWidget_2.setStyleSheet(list_item_style + scrollbar_style) diff --git a/osdag_core/design_type/plate_girder/gui/pso_ui_manager.py b/osdag_core/design_type/plate_girder/gui/pso_ui_manager.py new file mode 100644 index 000000000..b49f71966 --- /dev/null +++ b/osdag_core/design_type/plate_girder/gui/pso_ui_manager.py @@ -0,0 +1,468 @@ +""" +PSO UI Manager for Plate Girder Module +======================================= +Manages PSO visualization lifecycle including CAD/PSO widget swapping, +cleanup, and toggle functionality. + +This module encapsulates all plate girder-specific UI logic that was +previously scattered in template_page.py for better maintainability. +""" + +from typing import TYPE_CHECKING, Optional, Callable +import time + +# PySide6 is only available in the desktop GUI application. +# Guard imports so that backend/web usage (where PySide6 is not installed) +# can still import this module without failing. The actual UI features +# depending on these classes simply won't be usable there. +try: + from PySide6.QtWidgets import QApplication, QComboBox, QWidget + from PySide6.QtCore import QTimer +except ImportError: + QApplication = None + QComboBox = None + QWidget = None + QTimer = None + +# Import safe_processEvents for thread-safe UI updates during CAD operations +try: + from osdag_gui.OS_safety_protocols import safe_processEvents +except ImportError: + # Fallback to direct call if not available + def safe_processEvents(): + QApplication.processEvents() + +if TYPE_CHECKING: + from osdag_gui.ui.windows.template_page import TemplatePage + + +class PSOUIManager: + """Manages PSO visualization UI for Plate Girder module. + + Encapsulates all the CAD/PSO widget swapping, cleanup, and toggle + functionality for the PSO optimization visualization. + + Attributes: + parent: The TemplatePage instance that owns this manager + pso_viz: The PSOVisualizerWidget instance (when active) + """ + + def __init__(self, parent: 'TemplatePage'): + """Initialize PSO UI Manager. + + Args: + parent: The TemplatePage instance that owns this manager + """ + self.parent = parent + self.pso_viz: Optional[QWidget] = None + self._hidden_cad_widget: Optional[QWidget] = None + self._hidden_pso_widget: Optional[QWidget] = None + self._pso_viz_widget: Optional[QWidget] = None + self._last_pso_iter: int = -1 + self._pso_data_for_replay = None + + def is_plate_girder_optimized(self) -> bool: + """Check if current module is Plate Girder with Optimized design type. + + Returns: + True if Plate Girder module with Optimized design type selected + """ + try: + module_name = self.parent.backend.module_name() + is_plate_girder = module_name.upper() == "PLATE GIRDER" + + if not is_plate_girder: + return False + + # Read design type from the actual input widget (combobox) + design_type = 'Unknown' + if hasattr(self.parent, 'input_dock') and self.parent.input_dock: + design_type_widget = self.parent.input_dock.input_widget.findChild( + QComboBox, 'Total.Design_Type' + ) + if design_type_widget: + design_type = design_type_widget.currentText() + + return design_type == 'Optimized' + except Exception: + return False + + def start_visualization(self, data: dict) -> bool: + """Start PSO optimization with real-time 3D visualization. + + Uses a background thread for optimization so UI updates in real-time. + PSO widget replaces CAD widget in the splitter layout directly. + + Args: + data: Design input data dictionary + + Returns: + True if visualization started successfully, False otherwise + """ + # Cleanup any previous visualization first + self.cleanup() + + # Restore the initial horizontal splitter layout + self._restore_initial_layout() + + try: + from osdag_core.design_type.plate_girder.visualization.pso_visualizer import ( + PSOVisualizerWidget + ) + except ImportError as e: + print(f"[WARNING] PSO Visualization not available: {e}") + return False + + # Build complete design dictionary + option_list = self.parent.backend.input_values() + for data_key_tuple in self.parent.backend.customized_input(): + data_key = data_key_tuple[0] + "_customized" + if data_key in data.keys() and len(data_key_tuple) == 4: + data[data_key] = [data_values for data_values in data[data_key] + if data_values not in data_key_tuple[2]] + + # Populate design_inputs + self.parent.design_fn(option_list, data, self.parent.backend) + + # VALIDATION CHECK: Prevent starting visualization if inputs are invalid + # This mirrors the check in template_page.py's common_function_for_save_and_design + error = self.parent.backend.func_for_validation(self.parent.design_inputs) + status = self.parent.backend.design_status + + if status is False or error is not None: + print("[DEBUG] PSO Validation Failed - Returning to standard design flow") + # Returning False causes template_page to call _run_standard_design + # which will handle the error display and logging + return False + + # Create visualization widget + try: + # Create PSO viz popup window (fixed size, stays on top) + self.pso_viz = PSOVisualizerWidget(None, max_iterations=100) + + # Show as popup window - CAD widget stays visible underneath + self.pso_viz.show() + + # Center popup on main window + if self.parent.window(): + main_geom = self.parent.window().geometry() + popup_geom = self.pso_viz.geometry() + x = main_geom.x() + (main_geom.width() - popup_geom.width()) // 2 + y = main_geom.y() + (main_geom.height() - popup_geom.height()) // 2 + self.pso_viz.move(x, y) + + # Store reference for toggle + self._pso_viz_widget = self.pso_viz + + # Connect close signal to cleanup + self.pso_viz.switch_to_cad.connect(self._on_popup_closed) + + # Throttle state for UI updates + self._last_pso_iter = -1 + + # Callback for real-time updates (throttled to once per iteration) + def viz_callback(depth, ur, weight, iteration, particle_idx, position=None, variables=None, lb=None, ub=None): + if self.pso_viz: + self.pso_viz.add_particle_data(depth, ur, weight, iteration, particle_idx, position, variables, lb, ub) + # Update graph and cross-section once per iteration (not per particle) + # Must manually flush buffer and update canvas since timer can't fire during sync optimization + if iteration != self._last_pso_iter: + self._last_pso_iter = iteration + # Flush the particle data buffer + self.pso_viz._flush_buffer() + # Force synchronous canvas redraw (not draw_idle which may be deferred) + self.pso_viz._update_canvas_immediate() + # Process Qt events to actually render the update + safe_processEvents() + + self.parent.backend._viz_callback = viz_callback + + # Force UI update before starting design (safe version) + safe_processEvents() + + except Exception as e: + import traceback + traceback.print_exc() + print(f"[WARNING] Failed to create visualization widget: {e}") + self.parent.cad_widget.show() + return False + + # Disable input dock during optimization + if hasattr(self.parent, 'input_dock'): + self.parent.input_dock.setEnabled(False) + + # Output dock stays visible throughout PSO - no hide/show needed + + # Run design SYNCHRONOUSLY on main thread (required for OpenGL safety) + # The viz_callback includes processEvents() to update UI in real-time + try: + self.parent.common_function_for_save_and_design( + self.parent.backend, data, "Design" + ) + finally: + if hasattr(self.parent, 'input_dock'): + self.parent.input_dock.setEnabled(True) + + # CRITICAL: Sync final design data to visualizer (after adjustments like rounding) + # This ensures the visualization shows the same values as the Output Dock + if self.pso_viz and hasattr(self.parent, 'backend'): + backend = self.parent.backend + try: + # Get final adjusted values from backend + final_d = getattr(backend, 'total_depth', 0) + final_tw = getattr(backend, 'web_thickness', 0) + final_bf_top = getattr(backend, 'top_flange_width', 0) + final_bf_bot = getattr(backend, 'bottom_flange_width', 0) + final_tf_top = getattr(backend, 'top_flange_thickness', 0) + final_tf_bot = getattr(backend, 'bottom_flange_thickness', 0) + final_ur = getattr(backend, 'result_UR', 0) or 0 + + # Calculate final weight + area_mm2 = (final_tf_top * final_bf_top) + (final_tf_bot * final_bf_bot) + \ + (final_tw * (final_d - final_tf_top - final_tf_bot)) + area_m2 = area_mm2 / 1e6 + length_m = getattr(backend, 'length', 0) / 1000 + final_weight = area_m2 * 7850 * length_m + + # Use the data processor lock for thread safety + dp = self.pso_viz.data_processor + with dp.lock: + # Build position vector matching the EXISTING variable_names from PSO + existing_names = dp.variable_names or [] + + # Map from variable name to backend value + var_to_value = { + 'D': final_d, 'd': final_d, + 'tw': final_tw, + 'bf': final_bf_top, 'bf_top': final_bf_top, 'bf_bot': final_bf_bot, + 'tf': final_tf_top, 'tf_top': final_tf_top, 'tf_bot': final_tf_bot, + 'c': getattr(backend, 'c', 0) or 0, + 't_stiff': getattr(backend, 'IntStiffThickness', 0) or 0 + } + + # Build position vector in same order as PSO variable_names + if existing_names: + final_position = [var_to_value.get(name, 0) for name in existing_names] + else: + # Fallback: simple symmetric girder layout + final_position = [final_d, final_tw, final_bf_top, final_tf_top] + dp.variable_names = ['D', 'tw', 'bf', 'tf'] + + # Update best data + dp.best_weight = final_weight + dp.best_pos = (final_d, final_ur, final_weight) + dp.best_position_vector = final_position + + except Exception as e: + import traceback + traceback.print_exc() + print(f"[WARNING] Failed to sync final data: {e}") + + # Mark PSO visualization as complete + if self.pso_viz: + self.pso_viz.set_complete() + + # Auto-close popup after 1.5 second delay + QTimer.singleShot(1500, self._close_popup_and_render) + + # Log message about Alt+G to see graph (after delay) + def log_alt_g_message(): + if hasattr(self.parent, 'backend') and hasattr(self.parent.backend, 'logger'): + self.parent.backend.logger.info( + "Optimization complete. Press Alt+G to view the optimization graph." + ) + QTimer.singleShot(1500, log_alt_g_message) + + # Enable toggle action + if hasattr(self.parent, 'toggle_opt_action'): + self.parent.toggle_opt_action.setEnabled(True) + + return True + + def _on_popup_closed(self): + """Handle popup close without regenerating model (user closed manually).""" + # Just update the reference - don't trigger model regen + if self.pso_viz: + self._hidden_pso_widget = self.pso_viz + # Don't delete - user might want to toggle back + self.pso_viz = None + + def _close_popup_and_render(self): + """Close popup and trigger 3D model generation.""" + if self.pso_viz: + self._hidden_pso_widget = self.pso_viz + self.pso_viz.hide() + self.pso_viz = None + + # Trigger 3D model generation + if hasattr(self.parent, '_render_3d_result'): + self.parent._render_3d_result(self.parent.backend.design_status, self.parent.backend) + + def restore_cad_from_pso(self, regenerate_model=False): + """Close PSO popup window (CAD is already visible). + + Args: + regenerate_model: If True, triggers 3D model generation + """ + # Hide the popup window, store for later toggle + if self.pso_viz: + self.pso_viz.hide() + self._hidden_pso_widget = self.pso_viz + self.pso_viz = None + + # Trigger 3D model generation if requested + if regenerate_model: + print("[DEBUG] Triggering 3D model generation") + if hasattr(self.parent, '_render_3d_result'): + self.parent._render_3d_result(self.parent.backend.design_status, self.parent.backend) + + + def show_pso_from_cad(self) -> bool: + """Show PSO visualization popup window. + + Returns: + True if popup was shown, False if no PSO widget available + """ + # Only works if we have a hidden PSO widget + if not self._hidden_pso_widget: + return False + + # Show the popup window + self.pso_viz = self._hidden_pso_widget + self._hidden_pso_widget = None + self.pso_viz.show() + + # Center on main window + if self.parent.window(): + main_geom = self.parent.window().geometry() + popup_geom = self.pso_viz.geometry() + x = main_geom.x() + (main_geom.width() - popup_geom.width()) // 2 + y = main_geom.y() + (main_geom.height() - popup_geom.height()) // 2 + self.pso_viz.move(x, y) + + return True + + def toggle_view(self): + """Toggle PSO visualization popup window visibility. + + Called by Alt+G keyboard shortcut. + """ + # Check if PSO popup is currently visible + if self.pso_viz and self.pso_viz.isVisible(): + # PSO is visible, hide it + self.pso_viz.hide() + self._hidden_pso_widget = self.pso_viz + self.pso_viz = None + else: + # PSO is hidden, try to show it + self.show_pso_from_cad() + + def cleanup(self): + """Clean up PSO visualization resources safely. + + Simply closes popup window and clears references. + """ + # First, clear the callback to prevent any more updates + if hasattr(self.parent, 'backend') and hasattr(self.parent.backend, '_viz_callback'): + self.parent.backend._viz_callback = None + + # Cleanup visible PSO popup + if self.pso_viz: + try: + self.pso_viz.cleanup() + except Exception: + pass + + try: + self.pso_viz.hide() + self.pso_viz.deleteLater() + except Exception: + pass + + self.pso_viz = None + + # Cleanup hidden PSO widget + if self._hidden_pso_widget: + try: + self._hidden_pso_widget.cleanup() + except Exception: + pass + + try: + self._hidden_pso_widget.hide() + self._hidden_pso_widget.deleteLater() + except Exception: + pass + + self._hidden_pso_widget = None + + # Clear widget references + self._pso_viz_widget = None + self._pso_data_for_replay = None + self._last_pso_iter = -1 + + def _restore_initial_layout(self): + """Restore the initial horizontal splitter layout for Plate Girder module. + + This ensures proper splitter sizing when pressing Design. + Keeps all docks visible - PSO graph displays in central area without layout changes. + Preserves the horizontal splitter sizes so output dock maintains its width. + """ + try: + # Ensure input dock is visible and enabled + if hasattr(self.parent, 'input_dock') and self.parent.input_dock: + self.parent.input_dock.show() + self.parent.input_dock.setEnabled(True) + # Unlock input dock for editing during PSO + if hasattr(self.parent.input_dock, 'toggle_lock'): + self.parent.input_dock.toggle_lock(set_locked_state=False) + + # Ensure output dock stays visible (no changes to layout) + if hasattr(self.parent, 'output_dock') and self.parent.output_dock: + self.parent.output_dock.show() + + # Hide dock indicator labels since docks are visible + if hasattr(self.parent, 'input_dock_label'): + self.parent.input_dock_label.setVisible(False) + if hasattr(self.parent, 'output_dock_label'): + self.parent.output_dock_label.setVisible(False) + + # Preserve horizontal splitter sizes - like CAD viewing area behavior + # This ensures output dock maintains its width during PSO visualization + if hasattr(self.parent, 'splitter') and self.parent.splitter: + splitter = self.parent.splitter + current_sizes = splitter.sizes() + + # Only adjust if splitter has 3 widgets (input, central, output) + if len(current_sizes) == 3 and sum(current_sizes) > 0: + # Get preferred dock widths + input_w = self.parent.input_dock.sizeHint().width() if self.parent.input_dock.isVisible() else 0 + output_w = self.parent.output_dock.sizeHint().width() if self.parent.output_dock.isVisible() else 0 + + total_w = splitter.width() + if total_w > 0: + # Calculate central area width (remaining after docks) + central_w = max(0, total_w - input_w - output_w) + splitter.setSizes([input_w, central_w, output_w]) + splitter.refresh() + + except Exception as e: + print(f"[WARNING] Failed to restore initial layout: {e}") + + + def on_pso_complete(self, data, success: bool): + """Handle PSO optimization completion (legacy method). + + Args: + data: Optimization result data + success: Whether optimization was successful + """ + # Switch to CAD view + if self.pso_viz: + self.pso_viz.hide() + if hasattr(self.parent, 'cad_widget') and self.parent.cad_widget: + self.parent.cad_widget.show() + + # Enable toggle + if hasattr(self.parent, 'toggle_opt_action'): + self.parent.toggle_opt_action.setEnabled(True) \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/gui/widgets.py b/osdag_core/design_type/plate_girder/gui/widgets.py new file mode 100644 index 000000000..e14f4057d --- /dev/null +++ b/osdag_core/design_type/plate_girder/gui/widgets.py @@ -0,0 +1,20 @@ +from PySide6.QtWidgets import QListWidget, QListWidgetItem +import re + +class My_ListWidget(QListWidget): + def addItems(self, Iterable, p_str=None): + super().addItems(Iterable) + self.sortItems() + + def addItem(self, *__args): + super().addItem(My_ListWidgetItem(__args[0])) + self.sortItems() + +class My_ListWidgetItem(QListWidgetItem): + def __lt__(self, other): + try: + self_text = str(re.sub("[^0-9.]", "", self.text())) + other_text = str(re.sub("[^0-9.]", "", other.text())) + return float(self_text) < float(other_text) + except Exception: + return super().__lt__(other) diff --git a/osdag_core/design_type/plate_girder/optimization/intelligent_pso.py b/osdag_core/design_type/plate_girder/optimization/intelligent_pso.py new file mode 100644 index 000000000..4da006258 --- /dev/null +++ b/osdag_core/design_type/plate_girder/optimization/intelligent_pso.py @@ -0,0 +1,133 @@ + +import numpy as np +import random + +class IntelligentPSO: + """ + Intelligent Particle Swarm Optimization + Features: + 1. Discrete Variable Support: Snaps dimensions to nearest standard values provided in discrete_lists. + 2. Smart Boundary Handling: Clamps particles to valid bounds instead of random resampling. + 3. Soft Constraints: Returns high penalty instead of crashing/resetting. + """ + def __init__(self, n_particles, dimensions, options, bounds, discrete_lists=None): + self.n_particles = n_particles + self.dimensions = dimensions + self.bounds = bounds + self.discrete_lists = discrete_lists # Dict: {index: [sorted_values]} + + # Options + self.w = options.get('w', 0.5) # Inertia + self.c1 = options.get('c1', 0.5) # Cognitive (Personal) + self.c2 = options.get('c2', 0.5) # Social (Global) + self.debug = options.get('debug', False) + + # Initialize Swarm + # Position: Continuous [0, 1] scale or Real scale? Real scale is easier for now. + self.lb = np.array(bounds[0]) + self.ub = np.array(bounds[1]) + + # Random init within bounds + self.X = self.lb + np.random.rand(n_particles, dimensions) * (self.ub - self.lb) + self.V = np.zeros_like(self.X) # Initial velocity 0 + + # Personal Best + self.P = self.X.copy() + self.P_best_scores = np.full(n_particles, np.inf) + + # Global Best + self.G = self.X[0].copy() + self.G_best_score = np.inf + + def snap_to_discrete(self, particle): + """ + Snap a particle's continuous dimensions to the nearest values in discrete_lists. + Returns a NEW snapped particle (does not modify the continuous one used for physics). + """ + if not self.discrete_lists: + return particle + + snapped = particle.copy() + for idx, standards in self.discrete_lists.items(): + if idx < len(snapped): + val = snapped[idx] + # Find nearest standard value + # Assuming standards is sorted + # np.searchsorted finds insertion point. + # But simple absolute difference logic is robust. + closest = min(standards, key=lambda x: abs(x - val)) + snapped[idx] = closest + return snapped + + def optimize(self, objective_func, iters, debug=False, progress_callback=None): + """ + Run the optimization loop. + + Args: + objective_func: Objective function to minimize + iters: Number of iterations + debug: Enable debug printing + progress_callback: Optional callback(iteration, particle_idx, position, score) + for real-time visualization + """ + for i in range(iters): + # 1. Evaluate Particles + for j in range(self.n_particles): + # Snap current position to discrete values for evaluation + # This treats the continuous space as a "Search" space and discrete as "Reality" + real_position = self.snap_to_discrete(self.X[j]) + + # Evaluate + score = objective_func(real_position) + + # Emit progress for visualization + if progress_callback: + progress_callback(i, j, real_position, score) + + # Update Personal Best + if score < self.P_best_scores[j]: + self.P_best_scores[j] = score + self.P[j] = self.X[j].copy() # Store the continuous position that generated good result + + # Update Global Best + if score < self.G_best_score: + self.G_best_score = score + self.G = self.X[j].copy() # Continuous G + if debug: + # Print REAL dimensions + print(f"[IntelligentPSO] New Global Best at iter {i}: Score={score:.2f}") + # print(f" Real Dims: {real_position}") + + # 2. Update Velocity and Position + r1 = np.random.rand(self.n_particles, self.dimensions) + r2 = np.random.rand(self.n_particles, self.dimensions) + + # Velocity Update + # V = w*V + c1*r1*(PersonalBest - Current) + c2*r2*(GlobalBest - Current) + self.V = self.w * self.V + \ + self.c1 * r1 * (self.P - self.X) + \ + self.c2 * r2 * (self.G - self.X) + + # Position Update + self.X = self.X + self.V + + # 3. Intelligent Boundary Handling (Clamping) + # If a particle hits the wall, stop it there. + # This is better than teleporting because it keeps the particle "looking" at the boundary. + + # Check Lower Bounds + # Check Lower Bounds + lower_violation = self.X < self.lb + self.X = np.where(lower_violation, self.lb, self.X) + self.V[lower_violation] = 0 # Zero velocity at the wall (inelastic collision) + + # Check Upper Bounds + upper_violation = self.X > self.ub + self.X = np.where(upper_violation, self.ub, self.X) + self.V[upper_violation] = 0 + + # Optional: Convergence Check (if variance is very low) + + # Return the best DISCRETE solution + final_best = self.snap_to_discrete(self.G) + return self.G_best_score, final_best diff --git a/osdag_core/design_type/plate_girder/pso.py b/osdag_core/design_type/plate_girder/pso.py new file mode 100644 index 000000000..9fa969dbd --- /dev/null +++ b/osdag_core/design_type/plate_girder/pso.py @@ -0,0 +1,98 @@ +import numpy as np + +def pso(func, lb, ub, ieqcons=[], f_ieqcons=None, args=(), kwargs={}, + swarmsize=600, omega=0.5, phip=0.5, phig=0.5, maxiter=1000, + minstep=1e-8, minfunc=1e-8, debug=False): + assert len(lb) == len(ub) + lb = np.array(lb) + ub = np.array(ub) + vhigh = np.abs(ub - lb) + vlow = -vhigh + + obj = lambda x: func(x, *args, **kwargs) + if f_ieqcons is None: + cons = (lambda x: np.array([0])) if not len(ieqcons) \ + else (lambda x: np.array([y(x, *args, **kwargs) for y in ieqcons])) + else: + cons = lambda x: np.array(f_ieqcons(x, *args, **kwargs)) + + def is_feasible(x, eps=1e-12): + cons_val = cons(x) + print(f'Constraint values: {cons_val}') + return np.all(cons_val >= -eps) # strictly >=0; small epsilon for numeric tolerance + + # Helper: generate a feasible position + def random_feasible_point(): + for _ in range(10000): + candidate = lb + np.random.rand(len(lb)) * (ub - lb) + if is_feasible(candidate): + return candidate + raise RuntimeError("Cannot find feasible initial particle!") + + # Initialize + S, D = swarmsize, len(lb) + x = np.zeros((S, D)) + v = np.zeros_like(x) + p = np.zeros_like(x) + fp = np.full(S, np.inf) + g = None + fg = np.inf + + # Feasible initialization + for i in range(S): + x[i, :] = random_feasible_point() + p[i, :] = x[i, :].copy() + fp[i] = obj(p[i, :]) + if i == 0 or (fp[i] < fg and is_feasible(p[i, :])): + g = p[i, :].copy() + fg = fp[i] + v[i, :] = vlow + np.random.rand(D) * (vhigh - vlow) + + # Main loop + it = 1 + while it <= maxiter: + rp = np.random.uniform(size=(S, D)) + rg = np.random.uniform(size=(S, D)) + for i in range(S): + v[i, :] = omega * v[i, :] + phip * rp[i, :] * (p[i, :] - x[i, :]) + phig * rg[i, :] * (g - x[i, :]) + x[i, :] = x[i, :] + v[i, :] + + # Project to bounds + x[i, :] = np.clip(x[i, :], lb, ub) + + # Ensure feasibility + if not is_feasible(x[i, :]): + # Option 1: resample until feasible + x[i, :] = random_feasible_point() + # Option 2 (alternative): reflect or repair (optional) + + fx = obj(x[i, :]) + + # Personal best update + if is_feasible(x[i, :]) and (fx < fp[i] or not is_feasible(p[i, :])): + p[i, :] = x[i, :].copy() + fp[i] = fx + + # Global best update + if fx < fg or not is_feasible(g): + if debug: + print(f'New best for swarm at iteration {it}: {x[i, :]} {fx}') + tmp = x[i, :].copy() + stepsize = np.sqrt(np.sum((g - tmp) ** 2)) if g is not None else np.inf + if np.abs(fg - fx) <= minfunc: + print(f'Stopping search: Swarm best objective change less than {minfunc}') + return tmp, fx + elif stepsize <= minstep: + print(f'Stopping search: Swarm best position change less than {minstep}') + return tmp, fx + else: + g = tmp.copy() + fg = fx + if debug: + print(f'Best after iteration {it}: {g} {fg}') + it += 1 + + print(f'Stopping search: maximum iterations reached --> {maxiter}') + if not is_feasible(g): + print("However, the optimization couldn't find a feasible design. Sorry") + return g, fg diff --git a/utils/__init__.py b/osdag_core/design_type/plate_girder/report/__init__.py similarity index 100% rename from utils/__init__.py rename to osdag_core/design_type/plate_girder/report/__init__.py diff --git a/osdag_core/design_type/plate_girder/report/latex_report.py b/osdag_core/design_type/plate_girder/report/latex_report.py new file mode 100644 index 000000000..c7b0a8949 --- /dev/null +++ b/osdag_core/design_type/plate_girder/report/latex_report.py @@ -0,0 +1,1378 @@ +""" +Module: latex_report.py +Description: DDCL-COMPLIANT Design Report Generator for Plate Girder (Updated) +Author: Roushan Raj +Date: 2026-01-16 +""" + +import logging +from pylatex import Math +from pylatex.utils import NoEscape +from ....design_report.reportGenerator_latex import CreateLatex +from ....Common import KEY_DISP_SEC_PROFILE +from ....utils.common.Unsymmetrical_Section_Properties import Unsymmetrical_I_Section_Properties +import os +import math +from ..checks.shear import tension_field_unequal_I_corrected, calc_K_v +from ....utils.common.is800_2007 import IS800_2007 + +def save_design(popup_summary): + """Generate LaTeX design report for Plate Girder module""" + unique_logger_name = 'Osdag_plate_girder_flexure' + logger = logging.getLogger(unique_logger_name) + logger.info(" :=========Start of design report generation===========") + + try: + pg_obj = popup_summary.get('plate_girder_object') + if pg_obj is None: + logger.error("Plate Girder Object is None") + return False + + if not pg_obj.design_status: + logger.warning("Design is not complete/failed checks. Generating report with failures.") + + report_input = prepare_report_input(pg_obj, logger) + report_check = prepare_design_checks(pg_obj, logger) + + # Prepare report summary + report_summary = popup_summary.copy() + if 'ProfileSummary' not in report_summary: + report_summary['ProfileSummary'] = { + 'CompanyName': report_summary.get('CompanyName', ''), + 'CompanyLogo': report_summary.get('CompanyLogo', ''), + 'Group/TeamName': report_summary.get('Group/TeamName', ''), + 'Designer': report_summary.get('Designer', '') + } + + report_summary.setdefault('ProjectTitle', 'Plate Girder Design') + report_summary.setdefault('Subtitle', 'Welded Plate Girder') + report_summary.setdefault('JobNumber', '') + report_summary.setdefault('Client', '') + report_summary['does_design_exist'] = pg_obj.design_status + report_summary.setdefault('logger_messages', '') + + # Image paths + Disp_2d_image = [] + Disp_3D_image = "/ResourceFiles/images/3d.png" + rel_path = os.path.abspath(".").replace("\\", "/") + fname_no_ext = popup_summary.get("filename", "ButtJointWeldedReport") + folder = popup_summary.get('folder', './reports') + os.makedirs(folder, exist_ok=True) + + CreateLatex.save_latex( + CreateLatex(), report_input, report_check, + popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, + module="Plate Girder" + ) + logger.info(f"Report generated successfully: {fname_no_ext}.pdf") + + pdf_file_path = os.path.join(folder, f"{fname_no_ext}.pdf") + if os.path.exists(pdf_file_path): + file_size = os.path.getsize(pdf_file_path) + print(f"SUCCESS: Report generated: {pdf_file_path} ({file_size} bytes)") + return True + else: + print("ERROR: PDF not found") + return False + + except Exception as e: + logger.error(f"Report generation failed: {str(e)}") + return False + + +def prepare_report_input(pg_obj, logger): + """ + Prepare input section - ONLY user inputs, NO calculations + """ + report_input = {} + + try: + report_input['Module'] = 'PLATE GIRDER' + report_input['Main Module'] = 'Flexural Member' + # ==================== 1. General Inputs ==================== + report_input['General Inputs'] = 'TITLE' + + # Material + material = getattr(pg_obj, 'material', None) + report_input['Material Grade'] = getattr(material, 'designation', 'E 250') if material else 'E 250' + + # Structure Type + # Try to get from attributes, fallback to reasonable default if missing + report_input['Type of Structure'] = getattr(pg_obj, 'structure_type', 'Industrial Structure') + + # Torsional Restraint + report_input['Torsional Restraint'] = getattr(pg_obj, 'torsional_restraint', 'Fully Restrained') + + # Warping Restraint + report_input['Warping Restraint'] = getattr(pg_obj, 'warping_restraint', 'No Restraint') + + # Span + report_input['Span (mm)'] = round(getattr(pg_obj, 'length', 0), 1) + + if hasattr(pg_obj, 'max_deflection'): + report_input['Maximum deflection observed (mm)'] = getattr(pg_obj, 'max_deflection', '-') + + # ==================== Girder Properties ==================== + girder_props = {} + girder_props[KEY_DISP_SEC_PROFILE] = 'ISection' + + # Material Properties + if material: + girder_props['Material'] = getattr(material, 'designation', 'E 250') + girder_props['Ultimate Strength (MPa)'] = getattr(material, 'fu', 410) + girder_props['Yield Strength (MPa)'] = getattr(material, 'fy', 250) + E = getattr(material, 'modulus_of_elasticity', 200000) + girder_props['Modulus of Elasticity (MPa)'] = E + mu = getattr(material, 'poisson_ratio', 0.3) + girder_props["Poisson's Ratio"] = mu + # Calculate G if not present + if hasattr(material, 'shear_modulus'): + girder_props['Modulus of Rigidity (MPa)'] = getattr(material, 'shear_modulus') + else: + girder_props['Modulus of Rigidity (MPa)'] = round(E / (2 * (1 + mu)), 2) + + girder_props['Thermal Expansion'] = getattr(material, 'coeff_thermal_expansion', 12e-6) + + girder_props['Type'] = 'Welded' + + # Geometry for Calculation + D = getattr(pg_obj, 'total_depth', 0) + bf_top = getattr(pg_obj, 'top_flange_width', 0) + bf_bot = getattr(pg_obj, 'bottom_flange_width', 0) + tw = getattr(pg_obj, 'web_thickness', 0) + tf_top = getattr(pg_obj, 'top_flange_thickness', 0) + tf_bot = getattr(pg_obj, 'bottom_flange_thickness', 0) + + # Section Properties Calculations + girder_props['Mass (kg/m)'] = Unsymmetrical_I_Section_Properties.calc_mass(D, bf_top, bf_bot, tw, tf_top, tf_bot) + girder_props['Area (cm$^2$)' ] = round(Unsymmetrical_I_Section_Properties.calc_area(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 100, 2) + + girder_props['Moment of Area, Iz (cm$^4$)' ] = round(Unsymmetrical_I_Section_Properties.calc_MomentOfAreaZ(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 10000, 2) + girder_props['Moment of Area, Iy (cm$^4$)' ] = round(Unsymmetrical_I_Section_Properties.calc_MomentOfAreaY(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 10000, 2) + + girder_props['Radius of Gyration, rz (cm)'] = round(Unsymmetrical_I_Section_Properties.calc_RadiusOfGyrationZ(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 10, 2) + girder_props['Radius of Gyration, ry (cm)'] = round(Unsymmetrical_I_Section_Properties.calc_RadiusOfGyrationY(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 10, 2) + + girder_props['Elastic Modulus, Zez (cm$^3$)' ] = round(Unsymmetrical_I_Section_Properties.calc_ElasticModulusZz(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 1000, 2) + girder_props['Elastic Modulus, Zey (cm$^3$)' ] = round(Unsymmetrical_I_Section_Properties.calc_ElasticModulusZy(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 1000, 2) + + girder_props['Plastic Modulus, Zpz (cm$^3$)' ] = round(Unsymmetrical_I_Section_Properties.calc_PlasticModulusZ(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 1000, 2) + girder_props['Plastic Modulus, Zpy (cm$^3$)' ] = round(Unsymmetrical_I_Section_Properties.calc_PlasticModulusY(D, bf_top, bf_bot, tw, tf_top, tf_bot) / 1000, 2) + + report_input['Girder Properties'] = girder_props + + # ==================== 2. Dimensions Inputs ==================== + report_input['Dimensions Inputs'] = 'TITLE' + + report_input['Top Flange Width (mm)'] = round(getattr(pg_obj, 'top_flange_width', 0), 1) + report_input['Top Flange Thickness (mm)'] = round(getattr(pg_obj, 'top_flange_thickness', 0), 1) + report_input['Bottom Flange Width (mm)'] = round(getattr(pg_obj, 'bottom_flange_width', 0), 1) + report_input['Bottom Flange Thickness (mm)'] = round(getattr(pg_obj, 'bottom_flange_thickness', 0), 1) + report_input['Depth of Section (mm)'] = round(getattr(pg_obj, 'total_depth', 0), 1) + report_input['Web Thickness (mm)'] = round(getattr(pg_obj, 'web_thickness', 0), 1) + + # ==================== 3. Load Inputs ==================== + report_input['Load Inputs'] = 'TITLE' + + load = getattr(pg_obj, 'load', None) + if load: + report_input['Maximum Bending Moment (kN-m)'] = round(getattr(load, 'moment', 0) * 1e-6, 2) + report_input['Maximum Shear Force (kN)'] = round(getattr(load, 'shear_force', 0) * 1e-3, 2) + else: + report_input['Maximum Bending Moment (kN-m)'] = 0 + report_input['Maximum Shear Force (kN)'] = 0 + + report_input['Bending moment diagram shape'] = getattr(pg_obj, 'moment_diagram_type', 'Uniform Loading') + + # ==================== 4. Support Condition Inputs ==================== + report_input['Support Condition Inputs'] = 'TITLE' + + report_input['Support Condition'] = getattr(pg_obj, 'support_type', 'Major Laterally Supported') + report_input['Bearing length (mm)'] = round(getattr(pg_obj, 'bearing_length', 0), 1) + + # ==================== 5. Web Philosophy Inputs ==================== + report_input['Web Philosophy Inputs'] = 'TITLE' + + report_input['Web Type'] = getattr(pg_obj, 'web_philosophy', 'Thick Web without ITS') + + # Additional Material Details (Standard) + if material: + report_input['Yield Strength, fy (MPa)'] = round(getattr(material, 'fy', 0), 1) + report_input['Ultimate Strength, fu (MPa)'] = round(getattr(material, 'fu', 0), 1) + + except Exception as e: + logger.error(f"Error preparing report input: {str(e)}") + + return report_input + +def prepare_design_checks(pg_obj, logger): + """ + Prepare design checks - DDCL compliant with multi-line equations + All equations formatted per lap_joint_bolted.py pattern + """ + report_check = [] + table_format = '|p{4cm}|p{4.5cm}|p{6cm}|p{1.5cm}|' + + try: + # ==================== GET VALUES FROM PG_OBJ ==================== + # Material + material = getattr(pg_obj, 'material', None) + fy = round(material.fy, 1) if material else 250 + fu = round(material.fu, 1) if material else 410 + E = getattr(material, 'modulus_of_elasticity', 200000) if material else 200000 + + # Loads + load = getattr(pg_obj, 'load', None) + M_applied = round(getattr(load, 'moment', 0) * 1e-6, 2) if load else 0 + V_applied = round(getattr(load, 'shear_force', 0) * 1e-3, 2) if load else 0 + + # Dimensions + D = getattr(pg_obj, 'total_depth', 0) + d = getattr(pg_obj, 'eff_depth', 0) + tw = getattr(pg_obj, 'web_thickness', 0) + tf_top = getattr(pg_obj, 'top_flange_thickness', 0) + tf_bot = getattr(pg_obj, 'bottom_flange_thickness', 0) + bf_top = getattr(pg_obj, 'top_flange_width', 0) + bf_bot = getattr(pg_obj, 'bottom_flange_width', 0) + L = getattr(pg_obj, 'length', 0) + + # Design parameters + gamma_m0 = getattr(pg_obj, 'gamma_m0', 1.1) + epsilon = getattr(pg_obj, 'epsilon', 1.0) + + # Design decisions from pg_obj + section_class = getattr(pg_obj, 'section_class', None) + if section_class is None: + section_class = getattr(pg_obj, 'section_classification_val', 'NA') + + design_status = getattr(pg_obj, 'design_status', False) + shear_flag1 = getattr(pg_obj, 'shearflag1', False) + shear_flag2 = getattr(pg_obj, 'shearflag2', False) + shear_flag3 = getattr(pg_obj, 'shearflag3', False) + moment_checks = getattr(pg_obj, 'momentchecks', False) + defl_check = getattr(pg_obj, 'defl_check', False) + web_philosophy = getattr(pg_obj, 'web_philosophy', '') + + # ==================== SECTION CLASSIFICATION ==================== + report_check.append(['SubSection', 'Section Classification', table_format]) + + # Top flange slenderness + if bf_top > 0 and tf_top > 0: + btf_top = round((bf_top - tw) / (2 * tf_top), 2) + + btf_eq = Math(inline=True) + btf_eq.append(NoEscape(r'\begin{aligned}\\')) + btf_eq.append(NoEscape(rf'\dfrac{{b_f - t_w}}{{2 t_f}} &= \dfrac{{{bf_top:.1f} - {tw:.1f}}}{{2 \times {tf_top:.1f}}}\\')) + btf_eq.append(NoEscape(rf'&= {btf_top:.2f}\\')) + btf_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 2]}\\')) + btf_eq.append(NoEscape(r'\end{aligned}')) + + # Determine Class + outstand_top = (bf_top - tw) / 2 + class_top = IS800_2007.Table2_i(outstand_top, tf_top, fy, 'Welded')[0] + + report_check.append([ + 'Top Flange Slenderness Ratio', + '', + btf_eq, + class_top + ]) + + # Bottom flange slenderness + if bf_bot > 0 and tf_bot > 0: + btf_bot = round((bf_bot - tw) / (2 * tf_bot), 2) + + btf_bot_eq = Math(inline=True) + btf_bot_eq.append(NoEscape(r'\begin{aligned}\\')) + btf_bot_eq.append(NoEscape(rf'\dfrac{{b_f - t_w}}{{2 t_f}} &= \dfrac{{{bf_bot:.1f} - {tw:.1f}}}{{2 \times {tf_bot:.1f}}}\\')) + btf_bot_eq.append(NoEscape(rf'&= {btf_bot:.2f}\\')) + btf_bot_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 2]}\\')) + btf_bot_eq.append(NoEscape(r'\end{aligned}')) + + # Determine Class + outstand_bot = (bf_bot - tw) / 2 + class_bot = IS800_2007.Table2_i(outstand_bot, tf_bot, fy, 'Welded')[0] + + report_check.append([ + 'Bottom Flange Slenderness Ratio', + '', + btf_bot_eq, + class_bot + ]) + + # Web slenderness + d_tw_ratio = round(d / tw, 2) if tw > 0 else 0 + + dtw_eq = Math(inline=True) + dtw_eq.append(NoEscape(r'\begin{aligned}\\')) + dtw_eq.append(NoEscape(rf'\dfrac{{d}}{{t_w}} &= \dfrac{{{d:.1f}}}{{{tw:.1f}}}\\')) + dtw_eq.append(NoEscape(rf'&= {d_tw_ratio:.2f}\\')) + dtw_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 2]}\\')) + dtw_eq.append(NoEscape(r'\end{aligned}')) + + web_depth = d + class_web = IS800_2007.Table2_iii(web_depth, tw, fy) + + report_check.append([ + 'Web Slenderness Ratio', + '', + dtw_eq, + class_web + ]) + + # Overall section classification + overall_eq = Math(inline=True) + overall_eq.append(NoEscape(r'\begin{aligned}\\')) + overall_eq.append(NoEscape(r'&\text{Governing classification based on}\\')) + overall_eq.append(NoEscape(r'&\text{most critical element}\\')) + overall_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 2]}\\')) + overall_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Overall Section Classification', + overall_eq, + str(section_class), + '' + ]) + + # ==================== SHEAR CAPACITY CHECK ==================== + report_check.append(['SubSection', 'Shear Capacity Check', table_format]) + + V_d_N = getattr(pg_obj, 'V_d', 0) + V_d = round(V_d_N / 1000, 2) if V_d_N else 0 + + # Shear area + Avw = round(d * tw, 2) + + avw_eq = Math(inline=True) + avw_eq.append(NoEscape(r'\begin{aligned}\\')) + avw_eq.append(NoEscape(rf'A_{{vw}} &= d \times t_w\\')) + avw_eq.append(NoEscape(rf'&= {d:.1f} \times {tw:.1f}\\')) + avw_eq.append(NoEscape(rf'&= {Avw:.2f} \text{{ mm}}^2\\')) + avw_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4]}\\')) + avw_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Shear Area'), + '', + avw_eq, + '' + ]) + + # Design shear strength + if web_philosophy == 'Thick Web without ITS': + vd_eq = Math(inline=True) + vd_eq.append(NoEscape(r'\begin{aligned}\\')) + vd_eq.append(NoEscape(r'V_d &= \dfrac{A_{vw} \times f_y}{\sqrt{3} \times \gamma_{m0}}\\')) + vd_eq.append(NoEscape(rf'&= \dfrac{{{Avw:.2f} \times {fy:.1f}}}{{\sqrt{{3}} \times {gamma_m0}}}\\')) + vd_eq.append(NoEscape(rf'&= {V_d:.2f} \text{{ kN}}\\')) + vd_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.1]}\\')) + vd_eq.append(NoEscape(r'\end{aligned}')) + + shear_status = 'Pass' if shear_flag1 else 'Fail' + + report_check.append([ + NoEscape(r'Design Shear Strength'), + f'{V_applied:.2f}', + vd_eq, + shear_status + ]) + else: + # Thin web - Check if Tension Field or Simple Post Critical + shear_method = getattr(pg_obj, 'x', 'Simple Post Critical') + + # Common parameters for both methods + d_eff = getattr(pg_obj, 'eff_depth', 0) + c_val = getattr(pg_obj, 'c', 0) + if c_val == 'NA': c_val = 0 + + kv = calc_K_v(c_val, d_eff, web_philosophy) + + kv_nm = 5.35 + kv_m = 4.0 + a_ratio = c_val / d_eff if d_eff != 0 else 0 + + kv_calc_eq = Math(inline=True) + kv_calc_eq.append(NoEscape(r'\begin{aligned}\\')) + kv_calc_eq.append(NoEscape(rf'\dfrac{{c}}{{d}} &= \dfrac{{{c_val:.1f}}}{{{d_eff:.1f}}} = {a_ratio:.2f}\\\\')) + + if a_ratio < 1.0: + kv_calc_eq.append(NoEscape(r'k_v &= 4.0 + \dfrac{5.35}{(c/d)^2}\\\\')) + kv_calc_eq.append(NoEscape(rf'&= 4.0 + \dfrac{{5.35}}{{({a_ratio:.2f})^2}} = {kv:.3f}\\')) + else: + kv_calc_eq.append(NoEscape(r'k_v &= 5.35 + \dfrac{4.0}{(c/d)^2}\\\\')) + kv_calc_eq.append(NoEscape(rf'&= 5.35 + \dfrac{{4.0}}{{({a_ratio:.2f})^2}} = {kv:.3f}\\')) + + kv_calc_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + kv_calc_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Buckling Coefficient'), + '', + kv_calc_eq, + '' + ]) + + # Calculate Tau_crc, Lambda_w, Tau_b generically first using IS800 module logic + # (replicating shear.py logic for consistency) + mu = 0.3 + tau_crc = IS800_2007.cl_8_4_2_2_tau_crc_Simple_postcritical(kv, E, mu, d_eff, tw) + lambda_w = IS800_2007.cl_8_4_2_2_lambda_w_Simple_postcritical(fy, tau_crc) + tau_b = IS800_2007.cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fy) + + # Display Lambda_w + lambda_eq = Math(inline=True) + lambda_eq.append(NoEscape(r'\begin{aligned}\\')) + lambda_eq.append(NoEscape(r'\lambda_w &= \sqrt{\dfrac{f_{yw}}{\sqrt{3} \tau_{cr,e}}}\\\\')) + lambda_eq.append(NoEscape(rf'&= \sqrt{{\dfrac{{{fy:.2f}}}{{\sqrt{{3}} \times {tau_crc:.2f}}}}}\\\\')) + lambda_eq.append(NoEscape(rf'&= {lambda_w:.3f}\\')) + lambda_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + lambda_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Web Slenderness'), + '', + lambda_eq, + '' + ]) + + if lambda_w <= 0.8: + tau_b = round(fy / (3**0.5), 2) + tau_b_eq = Math(inline=True) + tau_b_eq.append(NoEscape(r'\begin{aligned}\\')) + tau_b_eq.append(NoEscape(rf'\lambda_w \leq 0.8: \quad \tau_b &= \dfrac{{f_{{yw}}}}{{\sqrt{{3}}}}\\\\')) + tau_b_eq.append(NoEscape(rf'&= \dfrac{{{fy:.1f}}}{{\sqrt{{3}}}}\\\\')) + tau_b_eq.append(NoEscape(rf'&= {tau_b:.2f} \text{{ MPa}}\\\\')) + tau_b_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2, Eq. 1.21]}\\')) + tau_b_eq.append(NoEscape(r'\end{aligned}')) + elif 0.8 < lambda_w < 1.2: + tau_b = round((1 - 0.8 * (lambda_w - 0.8)) * (fy / (3**0.5)), 2) + tau_b_eq = Math(inline=True) + tau_b_eq.append(NoEscape(r'\begin{aligned}\\')) + tau_b_eq.append(NoEscape(r'0.8 < \lambda_w < 1.2: \quad \tau_b &= [1 - 0.8(\lambda_w - 0.8)]\dfrac{f_{yw}}{\sqrt{3}}\\\\')) + tau_b_eq.append(NoEscape(rf'&= [1 - 0.8({lambda_w:.3f} - 0.8)] \times \dfrac{{{fy:.1f}}}{{\sqrt{{3}}}}\\\\')) + tau_b_eq.append(NoEscape(rf'&= {tau_b:.2f} \text{{ MPa}}\\\\')) + tau_b_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2, Eq. 1.21]}\\')) + tau_b_eq.append(NoEscape(r'\end{aligned}')) + else: + tau_b = round(fy / (3**0.5 * lambda_w), 2) + tau_b_eq = Math(inline=True) + tau_b_eq.append(NoEscape(r'\begin{aligned}\\')) + tau_b_eq.append(NoEscape(r'\lambda_w \geq 1.2: \quad \tau_b &= \dfrac{f_{yw}}{\sqrt{3}\lambda_w}\\\\')) + tau_b_eq.append(NoEscape(rf'&= \dfrac{{{fy:.1f}}}{{\sqrt{{3}} \times {lambda_w:.3f}}}\\\\')) + tau_b_eq.append(NoEscape(rf'&= {tau_b:.2f} \text{{ MPa}}\\\\')) + tau_b_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + tau_b_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Design Shear Stress', + '', + tau_b_eq, + '' + ]) + + V_cr_val = round(Avw * tau_b / 1000, 2) + + Vcr_eq = Math(inline=True) + Vcr_eq.append(NoEscape(r'\begin{aligned}\\')) + Vcr_eq.append(NoEscape(r'V_{cr} &= A_{vw} \times \tau_b\\\\')) + Vcr_eq.append(NoEscape(rf'&= {Avw:.2f} \times {tau_b:.2f}\\\\')) + Vcr_eq.append(NoEscape(rf'&= {V_cr_val:.2f} \text{{ kN}}\\\\')) + Vcr_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.1]}\\')) + Vcr_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Shear Buckling Resistance', + '', + Vcr_eq, + '' + ]) + + if shear_method == 'Tension Field Action': + # --- TENSION FIELD ACTION REPORTING --- + + # Recalculate Tension Field parameters + V_cr = IS800_2007.cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, Avw) + + # We need M_applied (calculated/user) but for calculation of N_f, shear.py uses load.moment (N-mm) + # Ensure units are correct. M_applied earlier is in kNm. + # tension_field_unequal_I_corrected expects M in N-mm + M_design_Nmm = M_applied * 1e6 + + Nf_val = M_design_Nmm / (d_eff + (tf_top + tf_bot) / 2) + + phi, Mfr_t, Mfr_b, s_t, s_b, w_tf, psi, fv, V_tf_val = tension_field_unequal_I_corrected( + c_val, d_eff, tw, fy, bf_top, tf_top, bf_bot, tf_bot, Nf_val, gamma_m0, Avw, tau_b + ) + + V_tf_final = round(V_tf_val / 1000, 2) + + # 1. Tension Field Angle (phi) - DDCL Eq 1.29 + phi_eq = Math(inline=True) + phi_eq.append(NoEscape(r'\begin{aligned}\\')) + phi_eq.append(NoEscape(r'\phi &= \tan^{-1} \left( \dfrac{d}{c} \right)\\\\')) + phi_eq.append(NoEscape(rf'&= \tan^{{-1}} \left( \dfrac{{{d_eff:.1f}}}{{{c_val:.1f}}} \right)\\\\')) + phi_eq.append(NoEscape(rf'&= {phi:.2f}^\circ\\')) + phi_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2a]}\\')) + phi_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Tension Field Angle'), + '', + phi_eq, + '' + ]) + + # 2. Width of Tension Field (w_tf) - DDCL Eq 1.30 + # w_tf = d*cos(phi) + (c - sc - st)*sin(phi) + # Note: 'sc' in code is 's_b' (anchor length bottom/compression?) or s_t/s_b generically + # The function returns s_t (top) and s_b (bottom). DDCL uses sc and st. + # Just show the formula with values. + + wtf_eq = Math(inline=True) + wtf_eq.append(NoEscape(r'\begin{aligned}\\')) + wtf_eq.append(NoEscape(r'w_{tf} &= d \cos \phi + (c - s_c - s_t) \sin \phi\\\\')) + wtf_eq.append(NoEscape(rf'&= {d_eff:.1f} \cos({phi:.2f}) + ({c_val:.1f} - {s_b:.1f} - {s_t:.1f}) \sin({phi:.2f})\\\\')) + wtf_eq.append(NoEscape(rf'&= {w_tf:.2f} \text{{ mm}}\\')) + wtf_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2a]}\\')) + wtf_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Width of Tension Field'), + '', + wtf_eq, + '' + ]) + + # 3. Yield Strength of Tension Field (fv) - DDCL Eq 1.31 + # fv = sqrt(fy^2 - 3*tau_b^2 + psi^2) - psi + # psi = 1.5 * tau_b * sin(2phi) + + fv_eq = Math(inline=True) + fv_eq.append(NoEscape(r'\begin{aligned}\\')) + fv_eq.append(NoEscape(r'\psi &= 1.5 \tau_b \sin(2\phi)\\\\')) + fv_eq.append(NoEscape(rf'&= 1.5 \times {tau_b:.2f} \times \sin(2 \times {phi:.2f}) = {psi:.2f}\\\\')) + fv_eq.append(NoEscape(r'f_v &= \sqrt{f_{yw}^2 - 3 \tau_b^2 + \psi^2} - \psi\\\\')) + fv_eq.append(NoEscape(rf'&= \sqrt{{{fy:.1f}^2 - 3({tau_b:.2f})^2 + ({psi:.2f})^2}} - {psi:.2f}\\\\')) + fv_eq.append(NoEscape(rf'&= {fv:.2f} \text{{ MPa}}\\')) + fv_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2a]}\\')) + fv_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Yield Strength of Web'), + '', + fv_eq, + '' + ]) + + # 4. Design Shear Strength (V_tf) - DDCL Eq 1.28 + vtf_eq = Math(inline=True) + vtf_eq.append(NoEscape(r'\begin{aligned}\\')) + vtf_eq.append(NoEscape(r'V_{tf} &= A_{vm} \tau_b + 0.9 w_{tf} t_w f_v \sin \phi\\\\')) # A_vm typically Avw + vtf_eq.append(NoEscape(rf'&= {Avw:.2f} \times {tau_b:.2f} + 0.9 \times {w_tf:.2f} \times {tw:.1f} \times {fv:.2f} \times \sin({phi:.2f})\\\\')) + vtf_eq.append(NoEscape(rf'&= {V_tf_final:.2f} \text{{ kN}}\\')) + vtf_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2a]}\\')) + vtf_eq.append(NoEscape(r'\end{aligned}')) + + shear_status = 'Pass' if shear_flag1 else 'Fail' + + report_check.append([ + NoEscape(r'Design Shear Strength'), + f'{V_applied:.2f}', # Applied Load + vtf_eq, + shear_status + ]) + + # Web crippling + if hasattr(pg_obj, 'F_q') and pg_obj.F_q not in [None, 'NA', 0]: + Fq = round(pg_obj.F_q / 1000, 2) + b1 = getattr(pg_obj, 'b1', 0) + bearing_note = "" + if b1 <= 0 or b1 < pg_obj.web_thickness * 2: + bearing_note = " (min. assumed)" + + fq_eq = Math(inline=True) + fq_eq.append(NoEscape(r'\begin{aligned}\\')) + + # Calculate n2 for display purpose if not explicitly available, based on Fq equation + # Fq = (b1 + n2) * tw * fy / gamma_m0 + # (b1 + n2) = Fq * gamma_m0 / (tw * fy) + # n2 = [Fq * 1000 * gamma_m0 / (tw * fy)] - b1 + # Note: Fq in pg_obj is in N. b1 in mm. + + n2_disp = 0 + if tw > 0 and fy > 0: + try: + n2_disp = (pg_obj.F_q * gamma_m0) / (tw * fy) - b1 + except Exception: + n2_disp = 0 + + fq_eq.append(NoEscape(r'F_q &= \dfrac{(b_1 + n_2) t_w f_y}{\gamma_{m0}}\\\\')) + fq_eq.append(NoEscape(rf'&= \dfrac{{({b1:.1f} + {n2_disp:.1f}) \times {tw:.1f} \times {fy:.1f}}}{{{gamma_m0}}}\\\\')) + fq_eq.append(NoEscape(rf'&= {Fq:.2f} \text{{ kN}}\\')) + fq_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.1.1]}\\')) + fq_eq.append(NoEscape(r'\end{aligned}')) + + fq_status = 'Pass' if shear_flag3 else 'Fail' + + report_check.append([ + NoEscape(r'Web Crippling Strength'), + '', + fq_eq, + fq_status + ]) + + # ==================== MOMENT CAPACITY CHECK ==================== + report_check.append(['SubSection', 'Moment Capacity Check', table_format]) + + # READ Md from pg_obj + Md_val = getattr(pg_obj, 'Md', 0) + Md = round(Md_val * 1e-6, 2) if Md_val and Md_val > 0 else 0 + + Zp_val = getattr(pg_obj, 'plast_sec_mod_z', 0) + Zp = round(Zp_val * 1e-3, 2) if Zp_val and Zp_val > 0 else 0 + + Ze_val = getattr(pg_obj, 'elast_sec_mod_z', 0) + Ze = round(Ze_val * 1e-3, 2) if Ze_val and Ze_val > 0 else 0 + + beta_b_val = getattr(pg_obj, 'betab', 1.0) + beta_b = round(beta_b_val, 3) if beta_b_val else 1.0 + + if section_class in ['Plastic', 'Compact']: + Z_used = Zp + Z_label = 'Z_p' + else: + Z_used = Ze + Z_label = 'Z_e' + + # Beta_b + beta_eq = Math(inline=True) + beta_eq.append(NoEscape(r'\begin{aligned}\\')) + beta_eq.append(NoEscape(rf'\beta_b &= {beta_b:.2f}\\')) + beta_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Betab Factor'), + '', + beta_eq, + '' + ]) + + # Design moment capacity + md_eq = Math(inline=True) + md_eq.append(NoEscape(r'\begin{aligned}\\')) + + support_type = getattr(pg_obj, 'support_type', '') + if support_type == 'Major Laterally Unsupported': + md_eq.append(NoEscape(r'M_d &= \beta_b Z_p f_{bd}\\\\')) + md_eq.append(NoEscape(rf'&= {beta_b} \times {Z_used:.2f} \times f_{{bd}}\\\\')) + else: + md_eq.append(NoEscape(r'M_d &= \dfrac{\beta_b Z_p f_y}{\gamma_{m0}}\\')) + md_eq.append(NoEscape(rf'&= \dfrac{{{beta_b} \times {Z_used:.2f} \times {fy}}}{{{gamma_m0}}}\\\\')) + + md_eq.append(NoEscape(rf'&= {Md:.2f} \text{{ kN-m}}\\\\')) + + if support_type == 'Major Laterally Unsupported': + md_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.2.2]}\\')) + else: + md_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.2.1]}\\')) + + md_eq.append(NoEscape(r'\end{aligned}')) + + moment_status = 'Pass' if moment_checks else 'Fail' + + report_check.append([ + NoEscape(r'Design Moment Capacity'), + NoEscape(rf'{M_applied:.2f}\text{{ kN-m}}'), + md_eq, + moment_status + ]) + + # ==================== LATERAL TORSIONAL BUCKLING ==================== + support_type = getattr(pg_obj, 'support_type', '') + if support_type in ['Major Laterally Unsupported', 'Minor Laterally Unsupported']: + report_check.append(['SubSection', 'Lateral Torsional Buckling Check', table_format]) + + L_eff = getattr(pg_obj, 'effective_length', 0) + Mcr_val = getattr(pg_obj, 'M_cr', 0) + Mcr = round(Mcr_val * 1e-6, 2) if Mcr_val and Mcr_val > 0 else 'NA' + lambda_LT = round(getattr(pg_obj, 'lambda_lt', 0), 3) if hasattr(pg_obj, 'lambda_lt') else 'NA' + chi_LT = round(getattr(pg_obj, 'X_lt', 1.0), 3) if hasattr(pg_obj, 'X_lt') else 'NA' + fbd = round(getattr(pg_obj, 'fbd_lt', 0), 2) if hasattr(pg_obj, 'fbd_lt') else 'NA' + + # Effective length + leff_eq = Math(inline=True) + leff_eq.append(NoEscape(r'\begin{aligned}\\')) + leff_eq.append(NoEscape(rf'L_{{LT}} &= {L_eff:.1f} \text{{ mm}}\\')) + leff_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 14]}\\')) + leff_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Effective Length'), + '', + leff_eq, + '' + ]) + + # Critical moment + if Mcr != 'NA': + # Calculate properties for Mcr breakdown + try: + Iy = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaY(D, bf_top, bf_bot, tw, tf_top, tf_bot) + # Mcr,z (Euler) in kNm + # Mcr_z = (pi^2 * E * Iy) / L_LT^2 + if L_eff > 0: + Mcr_z_Nmm = (math.pi**2 * E * Iy) / (L_eff**2) + Mcr_z = Mcr_z_Nmm * 1e-6 + else: + Mcr_z = 0 + + # Back-calculate Mcr,T -> Mcr = sqrt(Mcr_z * Mcr_T) => Mcr_T = Mcr^2 / Mcr_z + if Mcr_z > 0: + Mcr_T = (Mcr)**2 / Mcr_z + else: + Mcr_T = 0 + except Exception as m_e: + # Fallback if calc fails + Mcr_z = 0 + Mcr_T = 0 + + mcr_eq = Math(inline=True) + mcr_eq.append(NoEscape(r'\begin{aligned}\\')) + mcr_eq.append(NoEscape(r'M_{cr} &= \sqrt{M_{cr,z} \times M_{cr,T}}\\')) + if Mcr_z > 0 and Mcr_T > 0: + mcr_eq.append(NoEscape(rf'&= \sqrt{{{Mcr_z:.2f} \times {Mcr_T:.2f}}}\\')) + mcr_eq.append(NoEscape(rf'&= {Mcr:.2f} \text{{ kN-m}}\\')) + mcr_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Annex E]}\\')) + mcr_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Elastic Critical Moment'), + '', + mcr_eq, + '' + ]) + + # Lambda_LT + if lambda_LT != 'NA': + lambda_eq = Math(inline=True) + lambda_eq.append(NoEscape(r'\begin{aligned}\\')) + lambda_eq.append(NoEscape(rf'\lambda_{{LT}} &= {lambda_LT:.3f}\\')) + lambda_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.2.2]}\\')) + lambda_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Slenderness Ratio'), + '', + lambda_eq, + '' + ]) + + # f_bd + if fbd != 'NA' and chi_LT != 'NA': + fbd_eq = Math(inline=True) + fbd_eq.append(NoEscape(r'\begin{aligned}\\')) + fbd_eq.append(NoEscape(r'f_{bd} &= \dfrac{\chi_{LT} \times f_y}{\gamma_{m0}}\\')) + fbd_eq.append(NoEscape(rf'&= \dfrac{{{chi_LT:.3f} \times {fy}}}{{{gamma_m0}}}\\\\')) + fbd_eq.append(NoEscape(rf'&= {fbd:.2f} \text{{ MPa}}\\\\')) + fbd_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.2.2]}\\')) + fbd_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Design Bending Strength'), + '', + fbd_eq, + '' + ]) + + # ==================== DEFLECTION CHECK ==================== + report_check.append(['SubSection', 'Deflection Check', table_format]) + + defl_val = getattr(pg_obj, 'deflection_criteria', 600) + try: + defl_limit_ratio = float(defl_val) + if defl_limit_ratio <= 0: + defl_limit_ratio = 600 + except (ValueError, TypeError): + defl_limit_ratio = 600 + + if L > 0: + + # Allowable deflection + delta_allow = round(L / defl_limit_ratio, 2) + + allow_eq = Math(inline=True) + allow_eq.append(NoEscape(r'\begin{aligned}\\')) + allow_eq.append(NoEscape(rf'\delta_{{allow}} &= \dfrac{{L}}{{{defl_limit_ratio}}}\\\\')) + allow_eq.append(NoEscape(rf'&= \dfrac{{{L:.1f}}}{{{defl_limit_ratio}}}\\\\')) + allow_eq.append(NoEscape(rf'&= {delta_allow:.2f} \text{{ mm}}\\\\')) + allow_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 6]}\\')) + allow_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + NoEscape(r'Allowable Deflection'), + '', + allow_eq, + '' + ]) + + # Actual deflection + delta_actual_str = getattr(pg_obj, 'calculated_deflection', 'NA') + if delta_actual_str not in ['NA', 'Skipped']: + try: + delta_actual = round(float(delta_actual_str), 2) + + # Calculate Iz for formula display + try: + Iz_mm4 = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaZ( + D, bf_top, bf_bot, tw, tf_top, tf_bot + ) + except: + Iz_mm4 = 1 + + # Calculate w (N/mm) from M_applied (kNm) assuming UDL + # M = w L^2 / 8 => w = 8 M / L^2 + if L > 0: + M_Nmm = M_applied * 1e6 + w_udl = 8 * M_Nmm / (L**2) + else: + w_udl = 0 + + actual_eq = Math(inline=True) + actual_eq.append(NoEscape(r'\begin{aligned}\\')) + actual_eq.append(NoEscape(r'\delta &= \dfrac{5 w L^4}{384 E I_{z}}\\\\')) + actual_eq.append(NoEscape(rf'&= \dfrac{{5 \times {w_udl:.2f} \times {L:.1f}^4}}{{384 \times {E} \times {Iz_mm4:.2e}}}\\\\')) + actual_eq.append(NoEscape(rf'&= {delta_actual:.2f} \text{{ mm}}\\\\')) + actual_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Table 6]}')) + actual_eq.append(NoEscape(r'\end{aligned}')) + + defl_status = 'Pass' if defl_check else 'Fail' + report_check.append([ + 'Actual Deflection', + NoEscape(rf'{delta_allow:.2f} \text{{ mm}}'), + actual_eq, + defl_status + ]) + except (ValueError, TypeError): + pass + + # ==================== WELD DESIGN ==================== + report_check.append(['SubSection', 'Weld Design', table_format]) + + weld_top = getattr(pg_obj, 'atop', 0) + weld_bot = getattr(pg_obj, 'abot', 0) + t_min = min(tw, tf_top, tf_bot) if tw > 0 and tf_top > 0 and tf_bot > 0 else 0 + weld_stiff = getattr(pg_obj, 'weld_stiff', None) + + # Minimum weld size per IS 800:2007 Table 21 + if t_min < 10: + s_min = 3 + elif t_min <= 20: + s_min = 5 + else: + s_min = 6 + + minweld_eq = Math(inline=True) + minweld_eq.append(NoEscape(r'\begin{aligned}\\')) + minweld_eq.append(NoEscape(rf'\text{{Thinner plate}} &= {t_min:.1f} \text{{ mm}}')) + minweld_eq.append(NoEscape(r'\text{[Ref: IS 800:2007, Table 21]}\\')) + minweld_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Minimum Weld Size', + '', + NoEscape(rf'{round(s_min, 1):.1f}\text{{ mm}}'), + '' + ]) + + # Weld sizes - design outputs + if weld_top > 0: + wtop_eq = Math(inline=True) + wtop_eq.append(NoEscape(r'\begin{aligned}\\')) + wtop_eq.append(NoEscape(rf's_{{top}} &= {round(weld_top, 1):.1f} \text{{ mm}}\\')) + wtop_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Weld Size - Web to Top Flange', + '', + NoEscape(rf'{round(weld_top, 1):.1f} \text{{ mm}}'), + '' + ]) + + if weld_bot > 0: + wbot_eq = Math(inline=True) + wbot_eq.append(NoEscape(r'\begin{aligned}\\')) + wbot_eq.append(NoEscape(rf's_{{bot}} &= {round(weld_bot, 1):.1f} \text{{ mm}}\\')) + wbot_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Weld Size - Web to Bottom Flange', + '', + NoEscape(rf'{round(weld_bot, 1):.1f} \text{{ mm}}'), + '' + ]) + + if weld_stiff and weld_stiff not in [None, 'NA', 0, '']: + weld_stiff_val = float(weld_stiff) + if weld_stiff_val > 0: + wstiff_eq = Math(inline=True) + wstiff_eq.append(NoEscape(r'\begin{aligned}')) + wstiff_eq.append(NoEscape(rf's_{{stiff}} &= {round(weld_stiff_val, 1):.1f} \text{{ mm}}')) + wstiff_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Weld Size - Stiffener to Web', + '', + NoEscape(rf'{round(weld_stiff_val, 1):.1f} \text{{ mm}}'), + '' + ]) + + + + + # ==================== INTERMEDIATE STIFFENER - SECTION 1.5.1 ==================== + report_check.append(['SubSection', 'Intermediate Stiffener', table_format]) + + c = getattr(pg_obj, 'c', 0) + + if d > 0: + c_d_ratio = round(c / d, 3) + sqrt_2 = 1.414 + + if c_d_ratio >= sqrt_2: + I_s_min = round(0.75 * d * (tw**3), 2) + + I_s_eq = Math(inline=True) + I_s_eq.append(NoEscape(r'\begin{aligned}\\')) + I_s_eq.append(NoEscape(rf'\text{{Since }} \dfrac{{c}}{{d}} &= {c_d_ratio:.3f} \geq \sqrt{{2}}\\\\')) + I_s_eq.append(NoEscape(r'I_s &\geq 0.75 \, d \, t_w^3\\\\')) + I_s_eq.append(NoEscape(rf'&\geq 0.75 \times {d:.1f} \times ({tw:.1f})^3\\\\')) + I_s_eq.append(NoEscape(rf'&\geq {I_s_min:.2f} \text{{ mm}}^4\\\\')) + I_s_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.1.2, Eq. 1.17]}\\')) + I_s_eq.append(NoEscape(r'\end{aligned}')) + else: + # condition_status = rf'Since \dfrac{{c}}{{d}} = {c_d_ratio:.3f} < \sqrt{{2}}' + I_s_min = round((1.5 * (d**3) * (tw**3)) / (c**2), 2) + + I_s_eq = Math(inline=True) + I_s_eq.append(NoEscape(r'\begin{aligned}\\')) + I_s_eq.append(NoEscape(rf'\text{{Since }} \dfrac{{c}}{{d}} &= {c_d_ratio:.3f} < \sqrt{{2}}\\\\')) + I_s_eq.append(NoEscape(r'I_s &\geq 1.5 \, \dfrac{d^3 t_w^3}{c^2}\\\\')) + I_s_eq.append(NoEscape(rf'&\geq 1.5 \times \dfrac{{({d:.1f})^3 \times ({tw:.1f})^3}}{{({c:.1f})^2}}\\\\')) + I_s_eq.append(NoEscape(rf'&\geq {I_s_min:.2f} \text{{ mm}}^4\\\\')) + I_s_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.1.2, Eq. 1.18]}\\')) + I_s_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Minimum Moment of Inertia', + '', + I_s_eq, + '' + ]) + + mu = 0.3 + tau_crc = round((kv * (3.14159**2) * E) / (12 * (1 - mu**2) * ((d/tw)**2)), 2) + + tau_crc_eq = Math(inline=True) + tau_crc_eq.append(NoEscape(r'\begin{aligned}\\')) + tau_crc_eq.append(NoEscape(r'\tau_{cr,e} &= \dfrac{K_v \pi^2 E}{12(1-\mu^2)(d/t_w)^2}\\\\')) + tau_crc_eq.append(NoEscape(rf'&= \dfrac{{{kv:.3f} \times \pi^2 \times {E}}}{{12(1-{mu}^2)({d:.1f}/{tw:.1f})^2}}\\\\')) + tau_crc_eq.append(NoEscape(rf'&= {tau_crc:.2f} \text{{ MPa}}\\\\')) + tau_crc_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2, Eq. 1.23]}\\')) + tau_crc_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Critical Buckling Stres', + NoEscape(rf'$\mu = {mu}$'), + tau_crc_eq, + '' + ]) + + + # ==================== END PANEL STIFFENER - SECTION 1.5.2 ==================== + report_check.append(['SubSection', 'End Panel Stiffener', table_format]) + + # Vertical Anchor Force + Vp = round((d * tw * fy) / (3**0.5), 2) + Vp_kN = round(Vp / 1000, 2) + + Vp_eq = Math(inline=True) + Vp_eq.append(NoEscape(r'\begin{aligned}\\')) + Vp_eq.append(NoEscape(r'V_p &= \dfrac{d \cdot t_w \cdot f_y}{\sqrt{3}}\\\\')) + Vp_eq.append(NoEscape(rf'&= \dfrac{{{d:.1f} \times {tw:.1f} \times {fy:.1f}}}{{\sqrt{{3}}}}\\\\')) + Vp_eq.append(NoEscape(rf'&= {Vp_kN:.2f} \text{{ kN}}\\\\')) + Vp_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + Vp_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Vertical Anchor Force', + '', + Vp_eq, + '' + ]) + + # Tension Flange Reaction + Rtf = round(Vp_kN / 2, 2) + + Rtf_eq = Math(inline=True) + Rtf_eq.append(NoEscape(r'\begin{aligned}\\')) + Rtf_eq.append(NoEscape(r'R_{tf} &= \dfrac{V_p}{2}\\\\')) + Rtf_eq.append(NoEscape(rf'&= \dfrac{{{Vp_kN:.2f}}}{{2}}\\\\')) + Rtf_eq.append(NoEscape(rf'&= {Rtf:.2f} \text{{ kN}}\\\\')) + Rtf_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + Rtf_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Tension Flange Reaction', + '', + Rtf_eq, + '' + ]) + + # Tension Flange Moment + Mtf = round(Vp_kN * d / 10, 2) + + Mtf_eq = Math(inline=True) + Mtf_eq.append(NoEscape(r'\begin{aligned}\\')) + Mtf_eq.append(NoEscape(r'M_{tf} &= \dfrac{V_p \cdot d}{10}\\\\')) + Mtf_eq.append(NoEscape(rf'&= \dfrac{{{Vp_kN:.2f} \times {d:.1f}}}{{10}}\\\\')) + Mtf_eq.append(NoEscape(rf'&= {Mtf:.2f} \text{{ kN-mm}}\\\\')) + Mtf_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.4.2.2]}\\')) + Mtf_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Tension Flange Moment', + '', + Mtf_eq, + '' + ]) + + if web_philosophy != "Thick Web without ITS": + # Calculate end panel stiffener thickness based on tension flange reaction + Vp = (d * tw * fy) / math.sqrt(3) + Rtf = Vp / 2 # Tension flange reaction + + # Design stiffener for Rtf + # Assume stiffener is a pair on both sides of web + endstiffwidth = getattr(pg_obj, 'end_stiffwidth', 0) + stiff_width = endstiffwidth + + # Required thickness based on bearing stress + # Ļƒ_bearing = Rtf / (2 Ɨ stiff_width Ɨ t_stiff) ā‰¤ fy / Ī³m0 + # Solving for t_stiff: t_stiff ā‰„ (Rtf Ɨ Ī³m0) / (2 Ɨ stiff_width Ɨ fy) + + if stiff_width > 0: + t_req = (Rtf * gamma_m0) / (2 * stiff_width * fy) + + # Use thickness from pg_obj if available (Optimization source of truth) + t_provided_obj = getattr(pg_obj, 'end_stiffthickness', 0) + + if t_provided_obj and t_provided_obj > 0: + pg_obj.endstiffthickness = float(t_provided_obj) + else: + # Fallback design logic if not provided + available_thk = [8, 10, 12, 16, 20, 25, 32, 40, 50] + + endstiffthickness = None + for thk in available_thk: + if float(thk) >= t_req: + pg_obj.endstiffthickness = float(thk) + break + + if pg_obj.endstiffthickness is None: + pg_obj.endstiffthickness = float(available_thk[-1]) # Use maximum if all fail + logger.warning(f"End stiffener thickness {pg_obj.endstiffthickness}mm may be insufficient") + else: + pg_obj.endstiffthickness = 50.0 + + pg_obj.endpanelstiffenerthickness = pg_obj.endstiffthickness + logger.info(f"End Panel Stiffener Thickness: {pg_obj.endpanelstiffenerthickness} mm") + else: + # Thick web without stiffeners + pg_obj.endpanelstiffenerthickness = "NA" + pg_obj.endstiffthickness = 0 + + # ==================== LONGITUDINAL STIFFENER - SECTION 1.5.3 ==================== + report_check.append(['SubSection', 'Longitudinal Stiffener', table_format]) + + # Calculate epsilon and limits + epsilon_w = round((250 / fy)**0.5, 3) + limit_200_eps = round(200 * epsilon_w, 2) + limit_250_eps = round(250 * epsilon_w, 2) + limit_400_eps = round(400 * epsilon_w, 2) + + d_tw_ratio = round(d / tw, 2) + + # Row 1: Web Thickness Limits (Check for Longitudinal Stiffener Requirement) + req_check_eq = Math(inline=True) + req_check_eq.append(NoEscape(r'\begin{aligned}\\')) + req_check_eq.append(NoEscape(rf'1.&\text{{Transverse Stiffeners only: }}\\')) + req_check_eq.append(NoEscape((rf'&\dfrac{{d}}{{t_w}} \leq 200 \epsilon_w = {limit_200_eps:.2f}\\\\'))) + req_check_eq.append(NoEscape(rf'2.&\text{{With 1st Longitudinal Stiffener: }}\\')) + req_check_eq.append(NoEscape(rf'&\dfrac{{d}}{{t_w}} \leq 250 \epsilon_w = {limit_250_eps:.2f}\\\\')) + req_check_eq.append(NoEscape(rf'3.&\text{{With 2nd Longitudinal Stiffener: }}\\')) + req_check_eq.append(NoEscape(rf'&\dfrac{{d}}{{t_w}} \leq 400 \epsilon_w = {limit_400_eps:.2f}\\\\')) + req_check_eq.append(NoEscape(rf'4.&\text{{Actual Web Slenderness: }}\\\\')) + req_check_eq.append(NoEscape(rf'&\dfrac{{d}}{{t_w}} = {d_tw_ratio:.2f}\\\\')) + + long_stiff_required = False + second_stiff_required = False + + if d_tw_ratio <= limit_200_eps: + req_check_eq.append(NoEscape(rf'&\text{{Since }} {d_tw_ratio:.2f} \leq {limit_200_eps:.2f}, \text{{ Limit Satsified.}}\\\\')) + req_check_eq.append(NoEscape(r'&\text{Longitudinal Stiffeners NOT Required.}\\')) + req_check_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Web Thickness Limits', + '', + req_check_eq, + '' + ]) + + # Add placeholder rows for consistency + report_check.append(['First Stiffener Placement', '', 'Not Required', '']) + report_check.append(['First Stiffener - Moment of Inertia', '', 'Not Required', '']) + report_check.append(['Second Stiffener (Neutral Axis)', '', 'Not Required', '']) + + else: + long_stiff_required = True + req_check_eq.append(NoEscape(rf'&\text{{Since }} {d_tw_ratio:.2f} > {limit_200_eps:.2f}, \text{{ Limit NOT Satsified.}}\\\\')) + req_check_eq.append(NoEscape(r'&\text{Longitudinal Stiffeners REQUIRED.}\\\\')) + req_check_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Web Thickness Limits', + '', + req_check_eq, + '' + ]) + + # First Stiffener Placement + y_comp = round((D - tf_top - tf_bot) / 5, 2) + + y_comp_eq = Math(inline=True) + y_comp_eq.append(NoEscape(r'\begin{aligned}\\')) + y_comp_eq.append(NoEscape(r'y &= \dfrac{1}{5}(D - t_f - t_f)\\\\')) + y_comp_eq.append(NoEscape(rf'&= \dfrac{{1}}{{5}}({D:.1f} - {tf_top:.1f} - {tf_bot:.1f})\\\\')) + y_comp_eq.append(NoEscape(rf'&= {y_comp:.2f} \text{{ mm}}\\\\')) + y_comp_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.1.3]}\\')) + y_comp_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'First Stiffener Placement', + 'Distance from compression flange', + y_comp_eq, + '' + ]) + + # First Stiffener Design (Is_1 calculation) + Is_1 = round(4 * c * (tw**3), 2) + + Is1_eq = Math(inline=True) + Is1_eq.append(NoEscape(r'\begin{aligned}\\')) + Is1_eq.append(NoEscape(r'I_s &\geq 4 c t_w^3\\\\')) + Is1_eq.append(NoEscape(rf'&\geq 4 \times {c:.1f} \times ({tw:.1f})^3\\\\')) + Is1_eq.append(NoEscape(rf'&\geq {Is_1:.2f} \text{{ mm}}^4\\\\')) + Is1_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.2.4]}\\')) + Is1_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'First Stiffener - Moment of Inertia', + '', + Is1_eq, + '' + ]) + + # Check for Second Stiffener Requirement + Is2_check_eq = Math(inline=True) + Is2_check_eq.append(NoEscape(r'\begin{aligned}\\')) + Is2_check_eq.append(NoEscape(r'\text{Limit for single longitudinal stiffener:}\\\\')) + Is2_check_eq.append(NoEscape(rf'\dfrac{{d}}{{t_w}} \leq 250 \epsilon_w = {limit_250_eps:.2f}\\\\')) + Is2_check_eq.append(NoEscape(r'\text{Actual Web Slenderness:}\\\\')) + Is2_check_eq.append(NoEscape(rf'\dfrac{{d}}{{t_w}} &= {d_tw_ratio:.2f}\\\\')) + + if d_tw_ratio > limit_250_eps: + second_stiff_required = True + Is2_check_eq.append(NoEscape(rf'\text{{Since }} {d_tw_ratio:.2f} > {limit_250_eps:.2f}, \text{{ Limit NOT Satsified.}}\\\\')) + Is2_check_eq.append(NoEscape(r'\text{Second Stiffener at N.A. REQUIRED.}\\')) + + # Add 2nd stiffener calculation to the same block or next + d_2 = round(D - tf_top - tf_bot, 2) + Is_2 = round(d_2 * (tw**3), 2) + Is2_check_eq.append(NoEscape(r'I_s &\geq d_2 \times t_w^3\\\\')) + Is2_check_eq.append(NoEscape(rf'&\geq {d_2:.2f} \times ({tw:.1f})^3\\\\')) + Is2_check_eq.append(NoEscape(rf'&\geq {Is_2:.2f} \text{{ mm}}^4\\\\')) + Is2_check_eq.append(NoEscape(r'&\text{[Ref: IS 800:2007, Cl.8.7.13.2, Eq. 1.42]}\\')) + Is2_check_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Second Stiffener (Neutral Axis)', + '', + Is2_check_eq, + '' + ]) + else: + Is2_check_eq.append(NoEscape(rf'\text{{Since }} {d_tw_ratio:.2f} \leq {limit_250_eps:.2f}, \text{{ Limit Satsified.}}\\\\')) + Is2_check_eq.append(NoEscape(r'\text{NOT Required.}\\')) + Is2_check_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Second Stiffener (Neutral Axis)', + '', + Is2_check_eq, + '' + ]) + + + # ==================== STIFFENER DESIGN SUMMARY ==================== + report_check.append(['SubSection', 'Stiffener Design Summary', table_format]) + + # Get all stiffener parameters from pg_obj + t_int_stiff = getattr(pg_obj, 'IntStiffThickness', 0) + t_end_stiff = getattr(pg_obj, 'endstiffthickness', 0) + + # Determine Longitudinal Stiffener values based on requirement + if long_stiff_required: + t_long_stiff = getattr(pg_obj, 'longstiffenerthk', 'NA') + num_long = getattr(pg_obj, 'longstiffenerno', 'Not Required') + stiff_1_pos = getattr(pg_obj, 'x1', 'Not Required') + stiff_2_pos = getattr(pg_obj, 'x2', 'Not Required') + else: + t_long_stiff = 'Not Required' + num_long = 'Not Required' + stiff_1_pos = 'Not Required' + stiff_2_pos = 'Not Required' + + method_name = getattr(pg_obj, 'x', 'Simple Post Critical') + int_spacing = getattr(pg_obj, 'c', 0) + + # Calculate number of end panel stiffeners + if isinstance(t_end_stiff, (int, float)) and t_end_stiff > 0: + num_end = "2 (Pair)" + else: + num_end = "0" + + summary_data = [ + ['Method', str(method_name)], + ['End Panel Stiffener Thickness (mm)', f'{t_int_stiff:.1f}' if isinstance(t_int_stiff, (int, float)) else str(t_int_stiff)], + ['Number of End Panel Stiffeners', num_end], + ['Intermediate Stiffener Thickness (mm)', f'{t_int_stiff:.1f}' if isinstance(t_int_stiff, (int, float)) else str(t_int_stiff)], + ['Intermediate Stiffener Spacing (mm)', f'{int_spacing:.1f}' if isinstance(int_spacing, (int, float)) else str(int_spacing)], + ['Longitudinal Stiffener Thickness (mm)', f'{t_long_stiff:.1f}' if isinstance(t_long_stiff, (int, float)) else str(t_long_stiff)], + ['Number of Longitudinal Stiffeners', str(num_long)], + ['Stiffener 1 Pos. from Comp. Flange (mm)', f'{stiff_1_pos:.2f}' if isinstance(stiff_1_pos, (int, float)) else str(stiff_1_pos)], + ['Stiffener 2 Pos. from Comp. Flange (mm)', f'{stiff_2_pos:.2f}' if isinstance(stiff_2_pos, (int, float)) else str(stiff_2_pos)] + ] + + # Create formatted table + for item in summary_data: + param_name = item[0] + param_value = item[1] + + summary_eq = Math(inline=True) + summary_eq.append(NoEscape(r'\begin{aligned}\\')) + summary_eq.append(NoEscape(rf'\text{{{param_value}}}')) + summary_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + param_name, + '', + summary_eq, + '' + ]) + + + # ==================== OVERALL DESIGN CHECK ==================== + report_check.append(['SubSection', 'Overall Design Check', table_format]) + + # READ utilization ratios from pg_obj + ur_moment = round(getattr(pg_obj, 'moment_ratio', 0), 3) + ur_shear = round(getattr(pg_obj, 'shear_ratio', 0), 3) + ur_deflection = round(getattr(pg_obj, 'deflection_ratio', 0), 3) + + # Moment utilization - show calculation + moment_ur_eq = Math(inline=True) + moment_ur_eq.append(NoEscape(r'\begin{aligned}\\')) + moment_ur_eq.append(NoEscape(r'UR_M &= \dfrac{M_{applied}}{M_d}\\')) + if Md > 0: + moment_ur_eq.append(NoEscape(rf'&= \dfrac{{{M_applied:.2f}}}{{{Md:.2f}}}\\\\')) + moment_ur_eq.append(NoEscape(rf'&= {ur_moment:.3f}\\\\')) + moment_ur_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Moment Utilization Ratio', + moment_ur_eq, + f'{ur_moment:.3f}', + '' + ]) + + # Shear utilization - show calculation + shear_ur_eq = Math(inline=True) + shear_ur_eq.append(NoEscape(r'\begin{aligned}\\')) + shear_ur_eq.append(NoEscape(r'UR_V &= \dfrac{V_{applied}}{V_d}\\\\')) + if V_d > 0: + shear_ur_eq.append(NoEscape(rf'&= \dfrac{{{V_applied:.2f}}}{{{V_d:.2f}}}\\\\')) + shear_ur_eq.append(NoEscape(rf'&= {ur_shear:.3f}\\\\')) + shear_ur_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Shear Utilization Ratio', + shear_ur_eq, + f'{ur_shear:.3f}', + '' + ]) + + # Deflection utilization - show calculation if applicable + if ur_deflection > 0: + delta_actual_str = getattr(pg_obj, 'calculated_deflection', 'NA') + if delta_actual_str not in ['NA', 'Skipped']: + try: + delta_actual = round(float(delta_actual_str), 2) + delta_allow = round(L / defl_limit_ratio, 2) + + defl_ur_eq = Math(inline=True) + defl_ur_eq.append(NoEscape(r'\begin{aligned}\\')) + defl_ur_eq.append(NoEscape(r'UR_{\delta} &= \dfrac{\delta_{actual}}{\delta_{allowable}}\\\\')) + if delta_allow > 0: + defl_ur_eq.append(NoEscape(rf'&= \dfrac{{{delta_actual:.2f}}}{{{delta_allow:.2f}}}\\\\')) + defl_ur_eq.append(NoEscape(rf'&= {ur_deflection:.3f}\\\\')) + defl_ur_eq.append(NoEscape(r'\end{aligned}')) + + report_check.append([ + 'Deflection Utilization Ratio', + defl_ur_eq, + f'{ur_deflection:.3f}', + '' + ]) + except (ValueError, TypeError): + pass + + # Overall design status - calculate and display + overall_ur = max(ur_moment, ur_shear, ur_deflection) + + overall_eq = Math(inline=True) + overall_eq.append(NoEscape(r'\begin{aligned}\\')) + overall_eq.append(NoEscape(r'UR_{overall} &= \max(UR_M, UR_V, UR_{\delta})\\\\')) + overall_eq.append(NoEscape(rf'&= \max({ur_moment:.3f}, {ur_shear:.3f}, {ur_deflection:.3f})\\\\')) + overall_eq.append(NoEscape(rf'&= {round(overall_ur, 3):.3f}\\')) + overall_eq.append(NoEscape(r'\end{aligned}')) + + final_status = 'Pass' if design_status else 'Fail' + + ur_text = "< 1" if overall_ur < 1 else "> 1" + report_check.append([ + 'Overall Design Status', + overall_eq, + NoEscape(rf'{round(overall_ur, 3):.3f}\text{{ {ur_text}}}'), + final_status + ]) + + logger.info("DDCL-compliant design checks prepared successfully") + + except Exception as e: + logger.error(f"Error preparing design checks: {str(e)}") + import traceback + logger.error(f"Traceback: {traceback.format_exc()}") + + return report_check \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/visualization/__init__.py b/osdag_core/design_type/plate_girder/visualization/__init__.py new file mode 100644 index 000000000..4d8c20875 --- /dev/null +++ b/osdag_core/design_type/plate_girder/visualization/__init__.py @@ -0,0 +1 @@ +# Visualization module for Plate Girder PSO optimization diff --git a/osdag_core/design_type/plate_girder/visualization/pso_visualizer.py b/osdag_core/design_type/plate_girder/visualization/pso_visualizer.py new file mode 100644 index 000000000..8cfc539ed --- /dev/null +++ b/osdag_core/design_type/plate_girder/visualization/pso_visualizer.py @@ -0,0 +1,890 @@ +""" +PSO Visualizer - 3D Cloud Plot + Cross-Section View +===================================================== +Visualization of Particle Swarm Optimization results with: +- 3D scatter plot: Utilization Ratio vs Weight vs Depth +- Engineering cross-section view with dimension labels +- Global best particle tracking with iteration and particle ID +""" + +from typing import List, Dict, Tuple, Optional +import numpy as np +from collections import deque +from threading import RLock + +from matplotlib.figure import Figure +from matplotlib.patches import Rectangle, FancyBboxPatch, FancyArrowPatch, Arc +from matplotlib.collections import PatchCollection +from matplotlib.colors import Normalize +from mpl_toolkits.mplot3d import Axes3D +import matplotlib + +# The desktop GUI uses the interactive Qt backend, but web/Celery workers run +# headless where Qt is unavailable. Try the Qt backend/canvas and fall back to +# the non-interactive 'Agg' backend so this module imports cleanly on the server. +try: + matplotlib.use('QtAgg') + from matplotlib.backends.backend_qtagg import FigureCanvasQTAgg as FigureCanvas +except Exception: + matplotlib.use('Agg') + from matplotlib.backends.backend_agg import FigureCanvasAgg as FigureCanvas + +import matplotlib.pyplot as plt + +# PySide6 is only available in the desktop GUI application. +# Guard imports so backend/web usage can still safely import this module. +try: + from PySide6.QtCore import Qt, Signal, QTimer + from PySide6.QtWidgets import ( + QWidget, QVBoxLayout, QHBoxLayout, QLabel, + QPushButton, QApplication, QFrame, QSlider, + QSizePolicy, QFileDialog, QRadioButton, QDialog + ) + from PySide6.QtGui import QFont +except ImportError: + Qt = None + # Dummy callable so class-level `x = Signal()` declarations don't crash on import. + def Signal(*args, **kwargs): + return None + QTimer = None + QWidget = None + QVBoxLayout = None + QHBoxLayout = None + QLabel = None + QPushButton = None + QApplication = None + QFrame = None + QSlider = None + QSizePolicy = None + QFileDialog = None + QRadioButton = None + QFont = None + # Fallback base so `class PSOVisualizerWidget(QDialog)` still defines headless. + QDialog = object + +# Import safe_processEvents for thread-safe UI updates during CAD operations + +try: + from osdag_gui.OS_safety_protocols import safe_processEvents +except ImportError: + # Fallback to direct call if not available + def safe_processEvents(): + QApplication.processEvents() + + +# ============== COLORS (matching Osdag theme) ============== +SAFE_COLOR = '#4ADE80' # Green for feasible (UR <= 1) +FAIL_COLOR = '#F87171' # Red for infeasible (UR > 1) +OPTIMAL_COLOR = '#FFD700' # Gold for global best +ACCENT_BLUE = '#2563EB' # Strong blue for cross-section +OSDAG_GREEN = '#2E9F4F' # Osdag theme green +HEADER_GREEN = '#6B7D20' # Osdag olive header +SECTION_FILL = '#4A90D9' # Blue fill for I-beam section +SECTION_EDGE = '#1E3A8A' # Dark blue edge + + +# Memory limit constants for 8GB RAM compatibility +MAX_HISTORY_ENTRIES = 10000 +MAX_PARTICLES = 100 + + +class DataProcessor: + """Data processor for particle updates with memory limits.""" + + def __init__(self): + self.lock = RLock() + self._disposed = False + + # Ranges for normalization + self.depth_range = [float('inf'), float('-inf')] + self.ur_range = [0.0, 2.0] + self.weight_range = [float('inf'), float('-inf')] + + # History + self.history: List[Dict] = [] + + # Current visible particles + self.particles: Dict[int, Dict] = {} + + # Variable Metadata + self.variable_names = [] + self.variable_bounds = {'lb': [], 'ub': []} + + # Best Solution Tracking + self.best_weight = float('inf') + self.best_pos = None + self.best_position_vector = None + self.best_iteration = 0 + self.best_particle_id = 0 + + def add_particle_data(self, depth: float, ur: float, weight: float, + iteration: int, particle_idx: int, position: list = None, + variables: list = None, lb: list = None, ub: list = None): + """Add new particle data (called from optimization thread).""" + if self._disposed: + return + + with self.lock: + # Store variable names and bounds if provided (once) + if variables and not self.variable_names: + self.variable_names = variables + + if lb and ub and not self.variable_bounds['lb']: + self.variable_bounds['lb'] = lb + self.variable_bounds['ub'] = ub + + # Memory limit: cap history + if len(self.history) < MAX_HISTORY_ENTRIES: + entry = { + 'depth': depth, 'ur': ur, 'weight': weight, + 'iteration': iteration, 'particle_idx': particle_idx + } + if position: + entry['position'] = list(position) # Store a copy + self.history.append(entry) + + # Update ranges for dynamic scaling + self.depth_range[0] = min(self.depth_range[0], depth) + self.depth_range[1] = max(self.depth_range[1], depth) + self.weight_range[0] = min(self.weight_range[0], weight) + self.weight_range[1] = max(self.weight_range[1], weight) + self.ur_range[1] = max(self.ur_range[1], ur) + + # Update best tracking (feasible solutions only) + # CRITICAL: Update ALL best fields atomically when a new best is found + if weight < self.best_weight and ur <= 1.0: + self.best_weight = weight + self.best_pos = (depth, ur, weight) + self.best_iteration = iteration + self.best_particle_id = particle_idx + # Always update position vector when best changes + if position: + self.best_position_vector = list(position) + else: + # Position not passed - try to find from current entry or keep existing + # This shouldn't happen in normal flow, but guard against it + pass + + # Update particle trails (keep last 15 points) + if particle_idx not in self.particles: + self.particles[particle_idx] = {'trail': deque(maxlen=15)} + self.particles[particle_idx]['trail'].append((depth, ur, weight)) + self.particles[particle_idx]['current'] = (depth, ur, weight) + self.particles[particle_idx]['iteration'] = iteration + if position: + self.particles[particle_idx]['position'] = list(position) + + def get_render_data(self) -> dict: + """Get current state for rendering.""" + with self.lock: + d_range = list(self.depth_range) + w_range = list(self.weight_range) + ur_range = list(self.ur_range) + + # Ensure valid ranges + if d_range[0] == float('inf'): + d_range = [0, 2000] + else: + padding = max(50, (d_range[1] - d_range[0]) * 0.1) + d_range[0] = max(0, d_range[0] - padding) + d_range[1] = d_range[1] + padding + + if w_range[0] == float('inf'): + w_range = [0, 50000] + else: + padding = max(1000, (w_range[1] - w_range[0]) * 0.1) + w_range[0] = max(0, w_range[0] - padding) + w_range[1] = w_range[1] + padding + + return { + 'particles': dict(self.particles), + 'depth_range': d_range, + 'ur_range': ur_range, + 'weight_range': w_range, + 'best_pos': self.best_pos, + 'global_best_position': self.best_position_vector, + 'best_weight': self.best_weight, + 'best_iteration': self.best_iteration, + 'best_particle_id': self.best_particle_id, + 'history': list(self.history), + 'iteration': max((p.get('iteration', 0) for p in self.particles.values()), default=0), + 'variable_names': self.variable_names, + 'variable_bounds': self.variable_bounds + } + + def get_history_length(self) -> int: + with self.lock: + return len(self.history) + + def clear(self): + """Reset all data and mark as disposed.""" + self._disposed = True + with self.lock: + self.history.clear() + self.history = [] + self.particles.clear() + self.particles = {} + self.best_weight = float('inf') + self.best_pos = None + self.best_position_vector = None + self.depth_range = [float('inf'), float('-inf')] + self.ur_range = [0.0, 2.0] + self.weight_range = [float('inf'), float('-inf')] + + +class MatplotlibCanvas(FigureCanvas): + """Two-Panel Visualization: 3D Cloud Plot + Cross-Section View.""" + + def __init__(self, parent=None): + # Larger figure for better visualization + self.fig = Figure(figsize=(12, 6.5), dpi=90, facecolor='#ffffff') + super().__init__(self.fig) + self.setParent(parent) + self.setSizePolicy(QSizePolicy.Expanding, QSizePolicy.Expanding) + self.setMinimumSize(400, 300) + self.updateGeometry() + + # Initialize Layout + self._setup_layout() + + def _setup_layout(self): + """Create the 2-panel layout: 3D plot + Cross-section with tables at bottom.""" + # GridSpec: Optimized layout with better margins + # Increased bottom margin for info table + self.gs = self.fig.add_gridspec(1, 5, wspace=0.12, + left=0.06, right=0.96, top=0.90, bottom=0.18) + + # 1. 3D Cloud Scatter Plot (Left - 60%) + self.ax_3d = self.fig.add_subplot(self.gs[0, :3], projection='3d') + + # 2. Cross-Section View (Right - 40%) + self.ax_sect = self.fig.add_subplot(self.gs[0, 3:]) + + def update_plot(self, data: dict): + """Update both panels with new data.""" + # Clear Axes + self.ax_3d.cla() + self.ax_sect.cla() + + # Clear any previous figure texts (tables) + for txt in self.fig.texts: + txt.remove() + + # 1. 3D Cloud Plot + self._setup_3d_axes(data) + self._plot_3d_cloud(data) + + # 2. Cross-Section View + self._setup_section_axes() + self._plot_cross_section(data) + + # 3. Add tables at bottom + self._add_bottom_tables(data) + + self.draw_idle() + + def _setup_3d_axes(self, data): + """Configure 3D axes appearance.""" + ax = self.ax_3d + + # Title (larger for better visibility) + ax.set_title('3D Scatter: Utilization Ratio vs Depth vs Weight', + fontsize=11, fontweight='bold', pad=10) + + # Axis labels with units (larger) + ax.set_xlabel('Utilization Ratio', fontsize=10, labelpad=6) + ax.set_ylabel('Depth (mm)', fontsize=10, labelpad=6) + ax.set_zlabel('Weight (kg)', fontsize=10, labelpad=6) + + # Set axis ranges from data + ur_range = data.get('ur_range', [0, 2]) + depth_range = data.get('depth_range', [0, 2000]) + weight_range = data.get('weight_range', [0, 50000]) + + ax.set_xlim(0, max(1.5, ur_range[1])) + ax.set_ylim(depth_range[0], depth_range[1]) + ax.set_zlim(weight_range[0], weight_range[1]) + + # Background style (white, clean) + ax.xaxis.pane.fill = False + ax.yaxis.pane.fill = False + ax.zaxis.pane.fill = False + ax.xaxis.pane.set_edgecolor('lightgray') + ax.yaxis.pane.set_edgecolor('lightgray') + ax.zaxis.pane.set_edgecolor('lightgray') + + # Grid + ax.grid(True, alpha=0.3, linestyle='--') + + # View angle (same as reference) + ax.view_init(elev=20, azim=225) + + # Add UR=1.0 plane reference (feasibility boundary) + ur_limit = 1.0 + d_vals = np.linspace(depth_range[0], depth_range[1], 2) + w_vals = np.linspace(weight_range[0], weight_range[1], 2) + DV, WV = np.meshgrid(d_vals, w_vals) + UV = np.ones_like(DV) * ur_limit + ax.plot_surface(UV, DV, WV, alpha=0.1, color='red', linewidth=0) + + def _plot_3d_cloud(self, data): + """Render 3D scatter cloud plot.""" + ax = self.ax_3d + history = data.get('history', []) + + if not history: + ax.text2D(0.5, 0.5, "Waiting for data...", + transform=ax.transAxes, ha='center', fontsize=12, color='gray') + return + + # Separate feasible and infeasible points + feasible_pts = [] + infeasible_pts = [] + + for entry in history: + ur = entry.get('ur', 0) + depth = entry.get('depth', 0) + weight = entry.get('weight', 0) + + if ur <= 1.0: + feasible_pts.append((ur, depth, weight)) + else: + infeasible_pts.append((ur, depth, weight)) + + # Plot infeasible points (red hollow circles) - more transparent + if infeasible_pts: + inf_ur, inf_d, inf_w = zip(*infeasible_pts) + ax.scatter(inf_ur, inf_d, inf_w, + facecolors='none', edgecolors=FAIL_COLOR, s=25, alpha=0.4, + marker='o', linewidths=1.0, depthshade=False, + label='Utilization > 1') + + # Plot feasible points (olive green hollow circles) - more transparent + if feasible_pts: + feas_ur, feas_d, feas_w = zip(*feasible_pts) + ax.scatter(feas_ur, feas_d, feas_w, + facecolors='none', edgecolors='#6B8E23', s=30, alpha=0.5, + marker='o', linewidths=1.0, depthshade=False, + label='Utilization ā‰¤ 1') + + # Plot global best (gold star, prominent - rendered as solid with no depth shading) + best_pos = data.get('best_pos') + best_weight = data.get('best_weight', float('inf')) + + if best_pos and best_weight != float('inf'): + b_depth, b_ur, b_weight = best_pos + + # Large gold star marker - solid fill, no depth shading for consistent visibility + # depthshade=False ensures it maintains full opacity regardless of position + ax.scatter([b_ur], [b_depth], [b_weight], + c=OPTIMAL_COLOR, s=350, marker='*', + edgecolors='#8B4513', linewidths=1.5, + label='Global Best', depthshade=False) + + # Draw trajectory line from origin to best + ax.plot([0, b_ur], [b_depth, b_depth], [b_weight, b_weight], + color=OPTIMAL_COLOR, linewidth=2, linestyle='-', alpha=0.8) + + # Annotation box + best_vector = data.get('global_best_position') + names = data.get('variable_names', []) + best_iter = data.get('best_iteration', 0) + best_pid = data.get('best_particle_id', 0) + + # Legend (larger for better visibility) + ax.legend(loc='upper right', fontsize=9, framealpha=0.9) + + def _setup_section_axes(self): + """Configure cross-section view axes.""" + ax = self.ax_sect + ax.set_title('Best Cross-Section (I-Beam)', fontsize=11, fontweight='bold', pad=8) + ax.set_aspect('equal') + ax.axis('off') + + def _plot_cross_section(self, data): + """Render I-beam cross-section with engineering labels.""" + ax = self.ax_sect + names = data.get('variable_names', []) + best_vector = data.get('global_best_position') + best_iter = data.get('best_iteration', 0) + best_pid = data.get('best_particle_id', 0) + best_weight = data.get('best_weight', float('inf')) + best_pos = data.get('best_pos') + + if not best_vector or not names: + ax.text(0.5, 0.5, "No Feasible Solution Yet\n(Searching...)", + ha='center', va='center', transform=ax.transAxes, + fontsize=14, color='gray') + return + + # Extract dimensions from best solution + dims = dict(zip(names, best_vector)) + + D = dims.get('D', dims.get('d', 1000)) + tw = dims.get('tw', 10) + + # Handle symmetric or asymmetric flanges + if 'bf' in dims and 'tf' in dims: + bf_top = bf_bot = dims['bf'] + tf_top = tf_bot = dims['tf'] + else: + bf_top = dims.get('bf_top', 200) + bf_bot = dims.get('bf_bot', 200) + tf_top = dims.get('tf_top', 15) + tf_bot = dims.get('tf_bot', 15) + + # Fillet radii (if available, else defaults) + R1 = dims.get('R1', min(tw, tf_top) * 0.5) + R2 = dims.get('R2', min(tw, tf_bot) * 0.5) + + # Draw I-beam cross-section + # Scale factor for visibility + max_dim = max(D, bf_top, bf_bot) + + # Bottom flange + bot_flange = Rectangle((-bf_bot/2, 0), bf_bot, tf_bot, + facecolor=SECTION_FILL, edgecolor=SECTION_EDGE, linewidth=2) + ax.add_patch(bot_flange) + + # Web + web_height = D - tf_top - tf_bot + web = Rectangle((-tw/2, tf_bot), tw, web_height, + facecolor=SECTION_FILL, edgecolor=SECTION_EDGE, linewidth=2) + ax.add_patch(web) + + # Top flange + top_flange = Rectangle((-bf_top/2, D - tf_top), bf_top, tf_top, + facecolor=SECTION_FILL, edgecolor=SECTION_EDGE, linewidth=2) + ax.add_patch(top_flange) + + # Set view limits - increased bottom margin for B label visibility + margin = max_dim * 0.4 + ax.set_xlim(-max(bf_top, bf_bot)/2 - margin, max(bf_top, bf_bot)/2 + margin) + ax.set_ylim(-margin * 0.7, D + margin * 0.5) + + # ===== CLEAN DIMENSION LABELS ===== + label_offset = max_dim * 0.06 + arrow_props = dict(arrowstyle='<->', color='#333', lw=1.2) + + # Y-Y Axis (vertical, through center) - subtle dashed line + ax.plot([0, 0], [-margin * 0.2, D + margin * 0.15], + color='#C41E3A', lw=1.2, linestyle='--', alpha=0.7) + ax.text(label_offset * 0.4, D + margin * 0.2, 'Y', fontsize=10, fontweight='bold', color='#C41E3A') + ax.text(label_offset * 0.4, -margin * 0.28, 'Y', fontsize=10, fontweight='bold', color='#C41E3A') + + # Z-Z Axis (horizontal, through mid-height) - subtle dashed line + mid_y = D / 2 + half_w = max(bf_top, bf_bot) / 2 + ax.plot([-half_w - margin * 0.15, half_w + margin * 0.15], [mid_y, mid_y], + color='#C41E3A', lw=1.2, linestyle='--', alpha=0.7) + ax.text(half_w + margin * 0.2, mid_y, 'Z', fontsize=10, fontweight='bold', color='#C41E3A') + ax.text(-half_w - margin * 0.25, mid_y, 'Z', fontsize=10, fontweight='bold', color='#C41E3A') + + # D (Total Depth) - right side, clean arrow + x_d = half_w + label_offset * 2.5 + ax.annotate('', xy=(x_d, 0), xytext=(x_d, D), arrowprops=arrow_props) + ax.text(x_d + label_offset * 0.8, D/2, f'D={D:.0f}', fontsize=9, ha='left', va='center', fontweight='bold') + + # B (Flange Width) - bottom, clean arrow + y_b = -label_offset * 2.5 + ax.annotate('', xy=(-bf_bot/2, y_b), xytext=(bf_bot/2, y_b), arrowprops=arrow_props) + ax.text(0, y_b - label_offset * 1.2, f'B={bf_bot:.0f}', fontsize=9, ha='center', va='top', fontweight='bold') + + # ===== DIMENSION TABLE (below B label, under the I-beam) ===== + table_y = -margin * 0.70 # Lower position, under B label + table_text = f"tw={tw:.1f} ā”‚ tf={tf_top:.1f} ā”‚ R1={R1:.1f} ā”‚ R2={R2:.1f}" + ax.text(0, table_y, table_text, fontsize=8, ha='center', va='top', + color='#555', fontfamily='monospace', + bbox=dict(boxstyle='round,pad=0.3', facecolor='#f8f8f8', edgecolor='#ddd', alpha=0.9)) + + # Cross-section info is now shown in bottom table instead of floating box + + def _add_bottom_tables(self, data): + """Add tabular information at the bottom of the figure.""" + best_pos = data.get('best_pos') + best_weight = data.get('best_weight', float('inf')) + best_iter = data.get('best_iteration', 0) + best_pid = data.get('best_particle_id', 0) + best_vector = data.get('global_best_position') + names = data.get('variable_names', []) + + # Extract dimensions for display + if best_vector and names: + dims = dict(zip(names, best_vector)) + D = dims.get('D', dims.get('d', 0)) + tw = dims.get('tw', 0) + bf = dims.get('bf', dims.get('bf_top', 0)) + tf = dims.get('tf', dims.get('tf_top', 0)) + else: + D = tw = bf = tf = 0 + + # Get UR + b_ur = best_pos[1] if best_pos else 0 + + # === SINGLE COMBINED TABLE (larger font for better readability) === + table_text = ( + f"Global Best ā”‚ Iter: {best_iter + 1} ā”‚ Particle: {best_pid + 1} ā”‚ " + f"Weight: {best_weight:.1f} kg ā”‚ D: {D:.0f} mm ā”‚ B: {bf:.0f} mm ā”‚ " + f"tw: {tw:.1f} mm ā”‚ tf: {tf:.1f} mm ā”‚" + ) + self.fig.text(0.50, 0.07, table_text, + fontsize=10, ha='center', va='top', + fontfamily='monospace', fontweight='bold', + bbox=dict(boxstyle='round,pad=0.4', + facecolor='#fffef0', edgecolor='#bbb', alpha=0.95)) + + def cleanup(self): + """Clean up matplotlib resources.""" + try: + plt.close(self.fig) + except Exception: + pass + + +class PSOVisualizerWidget(QDialog): + """Main PSO Visualizer Widget with 3D Cloud Plot + Cross-Section. + + Displayed as a fixed-size popup window (not dockable). + Uses CustomTitleBar to match Osdag style. + """ + switch_to_cad = Signal() + closed = Signal() # Emitted when the popup is closed + + def __init__(self, parent=None, max_iterations=100): + super().__init__(parent) + print("DEBUG: Loading PSO Visualizer V6 (Custom QDialog)") + + # Window flags: Frameless to use CustomTitleBar + self.setWindowFlags( + Qt.Dialog | + Qt.FramelessWindowHint | + Qt.WindowStaysOnTopHint + ) + self.setAttribute(Qt.WA_StyledBackground, True) + + # Fixed size popup - prevents resizing issues (larger for aesthetics) + self.setFixedSize(1100, 700) + + self.max_iter = max_iterations + self.is_complete = False + + # Data processor + self.data_processor = DataProcessor() + + # Batch buffer for performance + self.batch_buffer = {'d': [], 'u': [], 'w': [], 'i': [], 'p': [], + 'pos': [], 'vars': [], 'lb': [], 'ub': []} + + # Setup UI + self.setup_ui() + + # Render timer (update canvas from data) + self.render_timer = QTimer() + self.render_timer.timeout.connect(self._update_canvas) + self.render_timer.start(80) # ~12 FPS for smoother real-time updates + + def setup_ui(self): + """Setup the UI components.""" + self.setStyleSheet(""" + QDialog { + background-color: white; + font-family: 'Segoe UI', 'SF Pro Display', sans-serif; + border: 1px solid #ccc; + } + """) + + layout = QVBoxLayout(self) + layout.setContentsMargins(1, 1, 1, 1) # Thin border margin + layout.setSpacing(0) + + # ===== HEADER: Custom Title Bar ===== + # Matches "Additional Inputs" style + self.titleBar = CustomTitleBar(max_res_btn=False, min_res_btn=False, parent=self) + self.titleBar.setTitle("PSO Optimization Visualization") + + # Customize title bar colors to match PSO theme (optional, staying with default Osdag style is safer) + # But we need to add the info labels (Iter, Best, Particle) below the title bar or inside it? + # The CustomTitleBar occupies the top. We'll put the info panel BELOW it. + + layout.addWidget(self.titleBar) + + # ===== INFO PANEL (was part of header) ===== + info_panel = QFrame() + info_panel.setFixedHeight(34) + info_panel.setStyleSheet(f""" + QFrame {{ + background-color: {HEADER_GREEN}; + border-bottom: 2px solid #556619; + }} + """) + info_layout = QHBoxLayout(info_panel) + info_layout.setContentsMargins(15, 0, 15, 0) + + # Info labels (Iter, Best, Particle) + + # Iteration label + self.lbl_iter = QLabel("ITERATION: 0") + self.lbl_iter.setStyleSheet(""" + color: rgba(255,255,255,0.95); + font-size: 12px; + font-weight: bold; + """) + + # Best weight label + self.lbl_best = QLabel("BEST: --- kg") + self.lbl_best.setStyleSheet(""" + color: #FFD700; + font-size: 12px; + font-weight: bold; + """) + + # Best particle info + self.lbl_particle = QLabel("PARTICLE: ---") + self.lbl_particle.setStyleSheet(""" + color: rgba(255,255,255,0.85); + font-size: 11px; + """) + + info_layout.addWidget(self.lbl_iter) + info_layout.addSpacing(20) + info_layout.addWidget(self.lbl_best) + info_layout.addSpacing(15) + info_layout.addWidget(self.lbl_particle) + info_layout.addStretch() + + layout.addWidget(info_panel) + + # ===== MAIN CONTENT: Matplotlib Canvas ===== + self.canvas = MatplotlibCanvas(self) + # Canvas uses Preferred policy set in MatplotlibCanvas.__init__ + # This prevents the matplotlib figure from demanding excessive space + layout.addWidget(self.canvas, 1) + + # ===== BOTTOM TOOLBAR (Compact) ===== + bottom_bar = QFrame() + bottom_bar.setFixedHeight(28) # Compact footer + bottom_bar.setStyleSheet(""" + QFrame { + background-color: white; + border-top: 1px solid #ddd; + } + """) + bottom_layout = QHBoxLayout(bottom_bar) + bottom_layout.setContentsMargins(8, 2, 8, 2) + bottom_layout.setSpacing(15) + + # Status label + self.lbl_status = QLabel("Optimizing...") + self.lbl_status.setStyleSheet("color: #666; font-size: 10px;") + + # Save button + btn_style = """ + QPushButton { + background-color: #f0f0f0; + color: #333; + border: 1px solid #ccc; + border-radius: 3px; + padding: 2px 8px; + font-size: 10px; + } + QPushButton:hover { background-color: #e0e0e0; } + QPushButton:pressed { background-color: #d0d0d0; } + QPushButton:disabled { background-color: #f8f8f8; color: #aaa; } + """ + + self.btn_save = QPushButton("šŸ’¾ Save Plot") + self.btn_save.setStyleSheet(btn_style) + self.btn_save.clicked.connect(self.save_plot) + self.btn_save.setEnabled(False) + + # Legend - updated to match hollow circle markers + legend_text = QLabel( + "ā˜… Best " + "ā—Æ Feasible " + "ā—Æ Infeasible" + ) + legend_text.setStyleSheet("color: #333; font-size: 9px;") + + bottom_layout.addWidget(self.lbl_status) + bottom_layout.addStretch() + bottom_layout.addWidget(legend_text) + bottom_layout.addSpacing(10) + bottom_layout.addWidget(self.btn_save) + + layout.addWidget(bottom_bar) + + def add_particle_data(self, depth: float, ur: float, weight: float, + iteration: int, particle_idx: int, position: list = None, + variables: list = None, lb: list = None, ub: list = None): + """Add particle data (called from optimization).""" + if self.is_complete: + return + + # Buffer for batch processing + self.batch_buffer['d'].append(depth) + self.batch_buffer['u'].append(ur) + self.batch_buffer['w'].append(weight) + self.batch_buffer['i'].append(iteration) + self.batch_buffer['p'].append(particle_idx) + self.batch_buffer['pos'].append(position) + self.batch_buffer['vars'].append(variables) + self.batch_buffer['lb'].append(lb) + self.batch_buffer['ub'].append(ub) + + # Flush when buffer is full + if len(self.batch_buffer['d']) >= 20: + self._flush_buffer() + + def _flush_buffer(self): + """Process buffered data.""" + if not self.batch_buffer['d']: + return + + for i in range(len(self.batch_buffer['d'])): + self.data_processor.add_particle_data( + self.batch_buffer['d'][i], + self.batch_buffer['u'][i], + self.batch_buffer['w'][i], + self.batch_buffer['i'][i], + self.batch_buffer['p'][i], + self.batch_buffer['pos'][i], + self.batch_buffer['vars'][i], + self.batch_buffer['lb'][i], + self.batch_buffer['ub'][i] + ) + + self.batch_buffer = {'d': [], 'u': [], 'w': [], 'i': [], 'p': [], + 'pos': [], 'vars': [], 'lb': [], 'ub': []} + + def _update_canvas(self): + """Update canvas with latest data (uses draw_idle for background updates).""" + data = self.data_processor.get_render_data() + if data: + self.canvas.update_plot(data) + + # Update header labels + self.lbl_iter.setText(f"ITERATION: {data['iteration'] + 1}") + + if data['best_weight'] != float('inf'): + self.lbl_best.setText(f"BEST: {data['best_weight']:.0f} kg") + self.lbl_particle.setText( + f"PARTICLE: {data['best_particle_id'] + 1} @ Iter {data['best_iteration'] + 1}" + ) + + def _update_canvas_immediate(self): + """Force immediate canvas update (synchronous redraw for real-time per-iteration updates). + + Uses draw() instead of draw_idle() to guarantee the canvas redraws synchronously. + This ensures the global best cross-section updates visibly each iteration. + """ + data = self.data_processor.get_render_data() + if data: + # Clear and rebuild plots + self.canvas.ax_3d.cla() + self.canvas.ax_sect.cla() + + # Clear any previous figure texts (tables) + for txt in self.canvas.fig.texts: + txt.remove() + + # Rebuild all plots + self.canvas._setup_3d_axes(data) + self.canvas._plot_3d_cloud(data) + self.canvas._setup_section_axes() + self.canvas._plot_cross_section(data) + self.canvas._add_bottom_tables(data) + + # Force synchronous redraw (not deferred) + self.canvas.draw() + self.canvas.flush_events() + + # Update header labels + self.lbl_iter.setText(f"ITERATION: {data['iteration'] + 1}") + + if data['best_weight'] != float('inf'): + self.lbl_best.setText(f"BEST: {data['best_weight']:.0f} kg") + self.lbl_particle.setText( + f"PARTICLE: {data['best_particle_id'] + 1} @ Iter {data['best_iteration'] + 1}" + ) + + def save_plot(self): + """Save the current visualization as PNG.""" + file_path, _ = QFileDialog.getSaveFileName( + self, "Save Plot", "pso_visualization.png", + "PNG Files (*.png);;All Files (*)" + ) + + if not file_path: + return + + self.btn_save.setText("Saving...") + self.btn_save.setEnabled(False) + safe_processEvents() # Use safe version to prevent AIS context race conditions + + try: + self.canvas.fig.savefig(file_path, dpi=150, bbox_inches='tight', facecolor='white') + self.btn_save.setText("āœ“ Saved!") + except Exception as e: + print(f"[WARNING] Failed to save: {e}") + self.btn_save.setText(" Failed") + finally: + QTimer.singleShot(2000, lambda: self.btn_save.setText("šŸ’¾ Save Plot")) + QTimer.singleShot(2000, lambda: self.btn_save.setEnabled(True)) + + def set_complete(self): + """Mark optimization as complete.""" + self._flush_buffer() + self.is_complete = True + + # CRITICAL: Force final canvas update with latest data + data = self.data_processor.get_render_data() + if data: + # Update the canvas with final data + self.canvas.update_plot(data) + + # Update header labels + best_iter = data.get('best_iteration', 0) + best_pid = data.get('best_particle_id', 0) + self.lbl_iter.setText(f"COMPLETE: {data['iteration'] + 1} iterations") + self.lbl_best.setText(f"BEST: {data['best_weight']:.0f} kg") + self.lbl_particle.setText(f"PARTICLE: {best_pid + 1} @ Iter {best_iter + 1}") + self.lbl_status.setText( + f"Optimization Complete | Best found at Iteration {best_iter + 1}, Particle {best_pid + 1}" + ) + + # Enable save button + self.btn_save.setEnabled(True) + + def cleanup(self): + """Clean up resources safely.""" + try: + if hasattr(self, 'render_timer') and self.render_timer: + self.render_timer.stop() + except Exception: + pass + + try: + if hasattr(self, 'canvas') and self.canvas: + self.canvas.cleanup() + except Exception as e: + print(f"[WARNING] Canvas cleanup error: {e}") + + try: + if hasattr(self, 'data_processor') and self.data_processor: + self.data_processor.clear() + except Exception as e: + print(f"[WARNING] Data processor cleanup error: {e}") + + try: + if hasattr(self, 'batch_buffer'): + self.batch_buffer = {'d': [], 'u': [], 'w': [], 'i': [], 'p': []} + except Exception: + pass + + self.is_complete = True + + def closeEvent(self, event): + """Handle window close button click.""" + self.closed.emit() + self.switch_to_cad.emit() + event.accept() \ No newline at end of file diff --git a/osdag_core/design_type/plate_girder/weldedPlateGirder.py b/osdag_core/design_type/plate_girder/weldedPlateGirder.py new file mode 100644 index 000000000..314e00829 --- /dev/null +++ b/osdag_core/design_type/plate_girder/weldedPlateGirder.py @@ -0,0 +1,2 @@ +from .core.plate_girder import PlateGirderWelded +from .core.pso_optimizer import GlobalBestPSO diff --git a/utils/calculations/__init__.py b/osdag_core/design_type/tension_member/__init__.py similarity index 100% rename from utils/calculations/__init__.py rename to osdag_core/design_type/tension_member/__init__.py diff --git a/design_type/tension_member/tension_bolted.py b/osdag_core/design_type/tension_member/tension_bolted.py similarity index 91% rename from design_type/tension_member/tension_bolted.py rename to osdag_core/design_type/tension_member/tension_bolted.py index 5f9ae350c..70c083e48 100644 --- a/design_type/tension_member/tension_bolted.py +++ b/osdag_core/design_type/tension_member/tension_bolted.py @@ -12,26 +12,28 @@ """ -from design_report.reportGenerator_latex import CreateLatex -from utils.common.Section_Properties_Calculator import * -from utils.common.component import * -# from cad.common_logic import CommonDesignLogic -from utils.common.material import * -from Report_functions import * -from utils.common.load import Load -from utils.common.Section_Properties_Calculator import * - -import logging -from design_type.member import Member - - - +from ...design_report.reportGenerator_latex import CreateLatex +from ...utils.common.Section_Properties_Calculator import * +from ...utils.common.component import * +# from ...cad.common_logic import CommonDesignLogic +from ...utils.common.material import * +from ...Report_functions import * +from ...utils.common.load import Load +from ...utils.common.Section_Properties_Calculator import * + +from ...custom_logger import CustomLogger +from ..member import Member +from django.conf import settings class Tension_bolted(Member): def __init__(self): + print(f'Entering Tension_bolted') super(Tension_bolted, self).__init__() + self.mainmodule = "Member" self.design_status = False + self.hover_dict = {} + ############################################### # Design Preference Functions Start ############################################### @@ -91,7 +93,7 @@ def tab_value_changed(self): """ change_tab = [] - t1 = (DISP_TITLE_ANGLE, [KEY_SECSIZE, KEY_SEC_MATERIAL,'Label_0'], + t1 = (DISP_TITLE_ANGLE, [KEY_SECSIZE, KEY_SEC_MATERIAL, 'Label_0'], [KEY_SECSIZE_SELECTED, KEY_SEC_FY, KEY_SEC_FU, 'Label_1', 'Label_2', 'Label_3', 'Label_4', 'Label_5', 'Label_7', 'Label_8', 'Label_9', 'Label_10', 'Label_11', 'Label_12', 'Label_13', 'Label_14', 'Label_15', 'Label_16', 'Label_17', @@ -222,40 +224,58 @@ def refresh_input_dock(self): # Design Preference Functions End #################################### - def set_osdaglogger(key): - + def set_osdaglogger(self, key, id): """ - Function to set Logger for Tension Module + Function to set Logger for FinPlate Module """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_tension_bolted' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%Y-%m-%d %H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): - - """ - Function to call the module name - """ - + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) + @staticmethod + def module_name(): return KEY_DISP_TENSION_BOLTED def customized_input(self): @@ -279,12 +299,12 @@ def customized_input(self): return c_lst - def fn_profile_section(self): + def fn_profile_section(self, args): "Function to populate combobox based on the section type selected" # print(self,"2") - profile = self[0] + profile = args[0] if profile == 'Beams': return connectdb("Beams", call_type="popup") elif profile == 'Columns': @@ -374,19 +394,19 @@ def input_value_changed(self): lst.append(t9) return lst - def fn_conn_type(self): + def fn_conn_type(self, args): "Function to populate section size based on the type of section " - conn = self[0] + conn = args[0] if conn in ['Angles', 'Back to Back Angles', 'Star Angles']: return VALUES_LOCATION_1 elif conn in ["Channels", "Back to Back Channels"]: return VALUES_LOCATION_2 - def fn_conn_image(self): + def fn_conn_image(self,args): "Function to populate section images based on the type of section " - img = self[0] + img = args[0] if img == VALUES_SEC_PROFILE_2[0]: return VALUES_IMG_TENSIONBOLTED[0] elif img ==VALUES_SEC_PROFILE_2[1]: @@ -398,17 +418,17 @@ def fn_conn_image(self): else: return VALUES_IMG_TENSIONBOLTED[4] - def out_bolt_bearing(self): + def out_bolt_bearing(self, args): - bolt_type= self[0] + bolt_type= args[0] if bolt_type != TYP_BEARING: return True else: return False - def out_intermittent(self): + def out_intermittent(self,args): - sec_type = self[0] + sec_type = args[0] if sec_type in [VALUES_SEC_PROFILE_2[0],VALUES_SEC_PROFILE_2[3]]: return True else: @@ -485,8 +505,25 @@ def spacing(self, status): t00 = (None, "", TYPE_NOTE, "Representative image for Spacing Details based on member's depth \n (root radius not included in edge distance)") spacing.append(t00) - t99 = (None, 'Spacing Details', TYPE_SECTION, - ['./ResourceFiles/images/spacing_1.png', 400, 278, "3 x 3 pattern considered"]) # [image, width, height, caption] + # t99 = (None, 'Spacing Details', TYPE_SECTION, + # [str(files("osdag_core.data.ResourceFiles.images").joinpath("spacing_1.png")), 400, 278, "3 x 3 pattern considered"]) # [image, width, height, caption] + + image_path = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "spacing_1.png" + ) + + t99 = ( + None, + "Spacing Details", + TYPE_SECTION, + [image_path, 400, 278, "3 x 3 pattern considered"] + ) + spacing.append(t99) if self.sec_profile == 'Star Angles': @@ -519,17 +556,30 @@ def spacing(self, status): def memb_pattern(self, status): if self.sec_profile in ['Angles', 'Back to Back Angles', 'Star Angles']: - image = './ResourceFiles/images/L.png' + image = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "L.png" + ) x, y = 400, 202 - else: - image = './ResourceFiles/images/U.png' + image = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "U.png" + ) x, y = 400, 202 pattern = [] - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern - 2 x 3 Bolts pattern considered") + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") pattern.append(t00) t99 = (None, 'Failure Pattern due to Tension in Member', TYPE_IMAGE, @@ -542,11 +592,26 @@ def plate_pattern(self, status): pattern = [] - t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern - 2 x 3 Bolts pattern considered") + t00 = (None, "", TYPE_NOTE, "Representative image for Failure Pattern") pattern.append(t00) - t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_IMAGE, - ['./ResourceFiles/images/L.png',400,202, "Plate Block Shear Pattern"]) # [image, width, height, caption] + # t99 = (None, 'Failure Pattern due to Tension in Plate', TYPE_IMAGE, + # [str(files("osdag_core.data.ResourceFiles.images").joinpath("L.png")),400,202, "Plate Block Shear Pattern"]) # [image, width, height, caption] + image_path = os.path.join( + settings.BASE_DIR, + "osdag_core", + "data", + "ResourceFiles", + "images", + "L.png" + ) + + t99 = ( + None, + 'Failure Pattern due to Tension in Plate', + TYPE_IMAGE, + [image_path, 400, 202, "Plate Block Shear Pattern"] + ) pattern.append(t99) return pattern @@ -579,8 +644,8 @@ def output_values(self, flag): round((self.section_size_1.block_shear_capacity_axial/1000),2) if flag else '', True) out_list.append(t5) - t17 = (KEY_OUT_PATTERN_1, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.memb_pattern], True) - out_list.append(t17) + # t17 = (KEY_OUT_PATTERN_1, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.memb_pattern], True) + # out_list.append(t17) t6 = (KEY_TENSION_CAPACITY, KEY_DISP_TENSION_CAPACITY, TYPE_TEXTBOX, round((self.section_size_1.tension_capacity/1000),2) if flag else '', True) @@ -589,7 +654,7 @@ def output_values(self, flag): t6 = (KEY_SLENDER, KEY_DISP_SLENDER, TYPE_TEXTBOX, self.section_size_1.slenderness if flag else '', True) out_list.append(t6) - + t7 = (KEY_EFFICIENCY, KEY_DISP_EFFICIENCY, TYPE_TEXTBOX, self.efficiency if flag else '', True) out_list.append(t7) @@ -633,10 +698,8 @@ def output_values(self, flag): t14 = (KEY_OUT_BOLT_FORCE, KEY_OUT_DISP_BOLT_FORCE, TYPE_TEXTBOX, round(self.plate.bolt_force / 1000, 2) if flag else '', True) out_list.append(t14) - - - t17 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) - out_list.append(t17) + # t17 = (KEY_OUT_SPACING, KEY_OUT_DISP_SPACING, TYPE_OUT_BUTTON, ['Spacing Details', self.spacing], True) + # out_list.append(t17) t18 = (None, DISP_TITLE_GUSSET_PLATE, TYPE_TITLE, None, True) out_list.append(t18) @@ -662,8 +725,8 @@ def output_values(self, flag): (round(self.plate.block_shear_capacity/ 1000, 2)) if flag else '', True) out_list.append(t21) - t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) - out_list.append(t17) + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) + # out_list.append(t17) t21 = (KEY_OUT_PLATE_CAPACITY, KEY_DISP_TENSION_CAPACITY, TYPE_TEXTBOX, (round(self.plate_tension_capacity/1000, 2)) if flag else '', True) @@ -709,6 +772,13 @@ def output_values(self, flag): t21 = (KEY_OUT_INTER_PLATE_LENGTH, KEY_OUT_DISP_INTER_PLATE_LENGTH, TYPE_TEXTBOX,int(round(self.inter_plate_length, 0)) if flag else '',False) out_list.append(t21) + # Populate Hover Dict + self.hover_dict["Bolt"] = f"Bolt
    Grade: {self.bolt.bolt_grade_provided if flag else ''}
    Diameter: {int(self.bolt.bolt_diameter_provided) if flag else ''} mm
    No. of Bolts: {int(self.plate.bolts_one_line)*int(self.plate.bolt_line) if flag else ''}" + + self.hover_dict["Plate"] = f"Plate
    {float(self.plate.length) if flag else ''} mm x {float(self.plate.height) if flag else ''} mm x {self.plate.thickness_provided if flag else ''} mm" + + self.hover_dict["Member"] = f"Member: {self.section_size_1.designation if flag else ''}" + return out_list @@ -728,9 +798,15 @@ def func_for_validation(self, design_dictionary): option_list = self.input_values(self) missing_fields_list = [] + print(f'\n func_for_validation option list = {option_list}' + f'\n design_dictionary {design_dictionary}') + for option in option_list: if option[2] == TYPE_TEXTBOX: if design_dictionary[option[0]] == '': + + print(f"\n option {option}") + missing_fields_list.append(option[1]) else: if option[2] == TYPE_TEXTBOX and option[0] == KEY_LENGTH: @@ -754,7 +830,7 @@ def func_for_validation(self, design_dictionary): if len(missing_fields_list) > 0: - error = self.generate_missing_fields_error_string(self, missing_fields_list) + error = self.generate_missing_fields_error_string(missing_fields_list) all_errors.append(error) # flag = False else: @@ -762,7 +838,7 @@ def func_for_validation(self, design_dictionary): # print (all_errors,"ysdgh") # print (flag,flag1,flag2) if flag and flag1 and flag2: - self.set_input_values(self, design_dictionary) + self.set_input_values(design_dictionary) # print(design_dictionary) else: return all_errors @@ -774,19 +850,18 @@ def warn_text(self): """ # @author Arsil Zunzunia - global logger red_list = red_list_function() if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") def set_input_values(self, design_dictionary): "initialisation of components required to design a tension member along with connection" - super(Tension_bolted,self).set_input_values(self, design_dictionary) + super(Tension_bolted,self).set_input_values(design_dictionary) self.module = design_dictionary[KEY_MODULE] self.sizelist = design_dictionary[KEY_SECSIZE] self.sec_profile = design_dictionary[KEY_SEC_PROFILE] @@ -821,20 +896,22 @@ def set_input_values(self, design_dictionary): print("The input values are set. Performing preliminary member check(s).") # self.i = 0 - self.initial_member_capacity(self,design_dictionary) + self.initial_member_capacity(design_dictionary) def select_section(self, design_dictionary, selectedsize): "selecting components class based on the section passed " - + print(f" \n select_section started \n") if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Back to Back Angles', 'Star Angles']: + print(f"\n selectedsize {selectedsize},\n design_dictionary[KEY_SEC_MATERIAL]{design_dictionary[KEY_SEC_MATERIAL]}") self.section_size = Angle(designation=selectedsize, material_grade=design_dictionary[KEY_SEC_MATERIAL]) elif design_dictionary[KEY_SEC_PROFILE] in ['Channels', 'Back to Back Channels']: self.section_size = Channel(designation=selectedsize, material_grade=design_dictionary[KEY_SEC_MATERIAL]) else: pass - + print(f"\n select_section done \n") + return self.section_size def max_section(self, design_dictionary, sizelist): @@ -846,7 +923,7 @@ def max_section(self, design_dictionary, sizelist): for section in sizelist: if design_dictionary[KEY_SEC_PROFILE] in ['Angles']: self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self,designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION],D_a=self.section.a,B_b=self.section.b,T_t=self.section.thickness) sec_gyr[self.section.designation] = self.min_radius_gyration if self.loc == "Long Leg": @@ -856,7 +933,7 @@ def max_section(self, design_dictionary, sizelist): elif design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Angles', 'Star Angles']: self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self,designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION], D_a=self.section.a, B_b=self.section.b, T_t=self.section.thickness) @@ -869,7 +946,7 @@ def max_section(self, design_dictionary, sizelist): else: self.section = Channel(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self,designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION], D_a=self.section.depth, B_b=self.section.flange_width, T_t=self.section.flange_thickness,t = self.section.web_thickness) @@ -907,7 +984,7 @@ def max_force_length(self,section): self.section_size_max.tension_member_yielding(A_g=(self.section_size_max.area), F_y=self.section_size_max.fy) self.max_member_force = self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile,subkey=self.loc, D_a=self.section_size_max.a, B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) self.max_length = 400 * self.min_radius_gyration @@ -918,7 +995,7 @@ def max_force_length(self,section): self.section_size_max.tension_member_yielding(A_g=(2*self.section_size_max.area), F_y=self.section_size_max.fy) # self.max_member_force = self.section_size_max.tension_yielding_capacity * 2 - self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.a, B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) self.max_length = 400 * self.min_radius_gyration @@ -932,7 +1009,7 @@ def max_force_length(self,section): F_y=self.section_size_max.fy) self.max_member_force = self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile,subkey=self.loc, D_a=self.section_size_max.depth, B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, t=self.section_size_max.web_thickness) @@ -944,7 +1021,7 @@ def max_force_length(self,section): self.section_size_max.tension_member_yielding(A_g=(2*self.section_size_max.area), F_y=self.section_size_max.fy) # self.max_member_force = 2 * self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self,designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.depth, B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, t=self.section_size_max.web_thickness) @@ -1018,9 +1095,9 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): min_yield = 0 if self.count == 0: - self.max_section(self,design_dictionary,self.sizelist) - [self.force1, self.len1, self.slen1, self.gyr1]= self.max_force_length(self, self.max_area) - [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length(self, self.max_gyr) + self.max_section(design_dictionary,self.sizelist) + [self.force1, self.len1, self.slen1, self.gyr1]= self.max_force_length( self.max_area) + [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length( self.max_gyr) else: pass @@ -1034,10 +1111,10 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): else: pass - + print(f" self.sizelist {self.sizelist}") for selectedsize in self.sizelist: - # print('selectedsize',self.sizelist) - self.section_size = self.select_section(self,design_dictionary,selectedsize) + + self.section_size = self.select_section(design_dictionary,selectedsize) self.bolt_diameter_min= min(self.bolt.bolt_diameter) self.edge_dist_min = IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt_diameter_min,self.bolt.bolt_hole_type, @@ -1091,11 +1168,11 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): # print(self.section_size.rad_of_gy_z) if design_dictionary[KEY_SEC_PROFILE] in ['Angles','Star Angles','Back to Back Angles']: # print(selectedsize) - self.min_rad_gyration_calc(self,designation=self.section_size.designation, material_grade=self.material, + self.min_rad_gyration_calc(designation=self.section_size.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size.a, B_b=self.section_size.b, T_t=self.section_size.thickness) else: - self.min_rad_gyration_calc(self,designation=self.section_size.designation, material_grade=self.material, + self.min_rad_gyration_calc(designation=self.section_size.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size.depth, B_b=self.section_size.flange_width, T_t=self.section_size.flange_thickness, t=self.section_size.web_thickness) @@ -1110,16 +1187,16 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): self.member_design_status = True if min_yield == 0: min_yield = min_yield_current - self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + self.section_size_1 = self.select_section(design_dictionary, selectedsize) self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -1131,15 +1208,15 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif min_yield_current < min_yield: min_yield = min_yield_current - self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + self.section_size_1 = self.select_section( design_dictionary, selectedsize) self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self,designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -1155,9 +1232,9 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif (self.load.axial_force*1000 > self.force1) : self.max_limit_status_1 = True # self.design_status = False - logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " + self.logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " "member size {}.".format(round(self.load.axial_force,2),round(self.force1/1000,2),self.max_area)) - logger.info(" : Define member(s) with a higher cross sectional area.") + self.logger.info(" : Define member(s) with a higher cross sectional area.") # logge r.error(": Design is not safe. \n ") # logger.info(" :=========End Of design===========") break @@ -1167,9 +1244,9 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif self.length > self.len2: self.max_limit_status_2 = True # self.design_status = False - logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " + self.logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " "member size {}.".format(self.length,round(self.len2,2),self.max_gyr)) - logger.info(" : Select member(s) with a higher radius of gyration value.") + self.logger.info(" : Select member(s) with a higher radius of gyration value.") # logger.error(": Design is not safe. \n ") # logger.info(" :=========End Of design===========") break @@ -1178,20 +1255,20 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): pass if self.member_design_status == False and self.max_limit_status_1!=True and self.max_limit_status_2!=True: - logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " + self.logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " "minimum spacing limit [Ref. Cl. 10.2, IS 800:2007].".format(self.bolt_diameter_min)) - logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") + self.logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") # logger.error(": Design is not safe. \n ") # logger.info(" :=========End Of design===========") if self.member_design_status == True: print("pass") self.design_status = True - self.select_bolt_dia(self, design_dictionary) + self.select_bolt_dia( design_dictionary) else: self.design_status = False - logger.error(": Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") def select_bolt_dia(self,design_dictionary,dia_remove =None): @@ -1290,7 +1367,7 @@ def select_bolt_dia(self,design_dictionary,dia_remove =None): if len(self.bolt_diameter_possible) ==0.0: self.design_status = False - logger.warning(" : The combined thickness ({} mm) exceeds the allowable large grip limit check (of {} mm) for the minimum available " + self.logger.warning(" : The combined thickness ({} mm) exceeds the allowable large grip limit check (of {} mm) for the minimum available " "bolt diameter of {} mm [Ref. Cl.10.3.3.2, IS 800:2007]." .format((self.plate.thickness_provided + self.thick),(8*self.bolt.bolt_diameter[-1]),self.bolt.bolt_diameter[-1])) # logger.error(": Design is not safe. \n ") @@ -1380,14 +1457,14 @@ def select_bolt_dia(self,design_dictionary,dia_remove =None): if self.bolt_design_status == True: self.design_status = True print("bolt ok") - self.get_bolt_grade(self, design_dictionary) + self.get_bolt_grade(design_dictionary) else: self.design_status = False if self.plate.reason != "": - logger.warning(self.plate.reason) - logger.error(": Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.warning(self.plate.reason) + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") def get_bolt_grade(self,design_dictionary): @@ -1497,7 +1574,8 @@ def get_bolt_grade(self,design_dictionary): self.plate.edge_dist_provided = round(((self.max_plate_height - ((self.plate.bolts_one_line -1) * self.plate.gauge_provided))/2),2) print(self.plate.bolt_line) - self.member_check(self, design_dictionary) + self.member_check(design_dictionary) + print(f"") @@ -1639,9 +1717,9 @@ def member_check(self,design_dictionary): self.section_size_1.design_check_for_slenderness(K = self.K, L = design_dictionary[KEY_LENGTH], r = self.min_radius_gyration) self.section_size_1.tension_capacity_calc(self.section_size_1.tension_yielding_capacity,self.section_size_1.tension_rupture_capacity,self.section_size_1.block_shear_capacity_axial) - self.member_recheck(self, design_dictionary) + self.member_recheck(design_dictionary) - def member_recheck(self,design_dictionary): + def member_recheck(self,design_dictionary): "Comparing applied force and tension capacity and if falsed, it return to initial member selection which selects member of higher area" @@ -1653,24 +1731,24 @@ def member_recheck(self,design_dictionary): if self.section_size_1.tension_capacity >= self.load.axial_force *1000: self.design_status = True self.efficiency = round((self.load.axial_force*1000 / self.section_size_1.tension_capacity), 2) - self.get_plate_thickness(self,design_dictionary) + self.get_plate_thickness(design_dictionary) else: # print("recheck") # previous_size = self.section_size_1.designation - # self.initial_member_capacity(self, design_dictionary, previous_size) + # self.initial_member_capacity(design_dictionary, previous_size) if len(self.sizelist)>=2: size = self.section_size_1.designation print("recheck",size ) - self.initial_member_capacity(self, design_dictionary, size) + self.initial_member_capacity(design_dictionary, size) else: self.design_status = False - logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " + self.logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " "member size {}." .format(round(self.load.axial_force,2),round(self.section_size_1.tension_rupture_capacity/1000,2),self.max_area)) - logger.info(" : Select member(s) with a higher cross sectional area.") - logger.error(": Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.info(" : Select member(s) with a higher cross sectional area.") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") def get_plate_thickness(self,design_dictionary): @@ -1854,10 +1932,10 @@ def get_plate_thickness(self,design_dictionary): # print(self.plate.tension_yielding_capacity, self.plate.tension_rupture_capacity,self.plate.block_shear_capacity,"darshan") if (2 * self.plate.length) > self.length: self.design_status = False - logger.warning (":The plate length of {} mm is larger than the member length of {} mm.". format(2*self.plate.length,self.length)) - logger.info(":Try a bolt of larger diameter and/or increase the member length.") - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.warning (":The plate length of {} mm is larger than the member length of {} mm.". format(2*self.plate.length,self.length)) + self.logger.info(":Try a bolt of larger diameter and/or increase the member length.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") elif (8 * self.bolt.bolt_diameter_provided) > self.comb_thick: print("bolt check") @@ -1883,86 +1961,86 @@ def get_plate_thickness(self,design_dictionary): self.plate.length = (self.plate.bolt_line - 1) * self.plate.pitch_provided + 2 * self.plate.end_dist_provided else: status = True - self.status_pass(self, design_dictionary) + self.status_pass(design_dictionary) elif (8 * self.bolt.bolt_diameter_provided) < self.comb_thick: if len(self.sizelist) >= 2: size = self.section_size_1.designation # dia = self.bolt.bolt_diameter_provided print("recheck", size) - self.initial_member_capacity(self, design_dictionary, size) + self.initial_member_capacity(design_dictionary, size) else: self.design_status = False - logger.warning(":Design is unsuccessful due to long joint and/or large grip length, bolt reduction factors.") - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.warning(":Design is unsuccessful due to long joint and/or large grip length, bolt reduction factors.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") else: pass else: print(self.plate_tension_capacity, "hsdvdhsd") if self.plate_tension_capacity < max_tension_yield and self.res_force < max_tension_yield: print(self.section_size_1.designation, "hsdvdhsd") - # self.initial_member_capacity(self, design_dictionary, previous_size=self.section_size_1.designation) + # self.initial_member_capacity(design_dictionary, previous_size=self.section_size_1.designation) if len(self.sizelist) >= 2: size = self.section_size_1.designation print("recheck", size) - self.initial_member_capacity(self, design_dictionary, size) + self.initial_member_capacity(design_dictionary, size) else: self.design_status = False - logger.warning(":The tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available plate " + self.logger.warning(":The tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available plate " "thickness of {} mm." . format(round(self.res_force/1000,2),round(self.plate_tension_capacity/1000,2),max(self.plate.thickness))) - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") else: self.design_status = False - logger.warning(":The tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available plate " + self.logger.warning(":The tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available plate " "thickness of {} mm." .format(round(self.res_force / 1000, 2), round(self.plate_tension_capacity / 1000, 2), max(self.plate.thickness))) - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") print(self.design_status) def status_pass(self,design_dictionary): if (2 * self.plate.length) > self.length: self.design_status = False - logger.warning(":The plate length of {} mm is larger than the member length of {} mm.".format(2 * self.plate.length, + self.logger.warning(":The plate length of {} mm is larger than the member length of {} mm.".format(2 * self.plate.length, self.length)) - logger.info(":Try a bolt of larger diameter and/or increase the member length.") - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.info(":Try a bolt of larger diameter and/or increase the member length.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") else: self.plate_design_status = True self.design_status = True - self.intermittent_bolt(self, design_dictionary) - logger.info(":In the case of reverse loading, the slenderness value shall be less than 180 [Ref. Table 3, IS 800:2007].") + self.intermittent_bolt(design_dictionary) + self.logger.info(":In the case of reverse loading, the slenderness value shall be less than 180 [Ref. Table 3, IS 800:2007].") if self.sec_profile not in ["Angles", "Channels"] and self.length > 1000: - logger.info(":In the case of reverse loading for double sections, spacing of the intermittent connection shall be less than 600 " + self.logger.info(":In the case of reverse loading for double sections, spacing of the intermittent connection shall be less than 600 " "[Ref. Cl. 10.2.5.5, IS 800:2007].") else: pass - logger.info(":To reduce the quantity of bolts, define a list of diameter, plate thickness and/or member size higher than the " + self.logger.info(":To reduce the quantity of bolts, define a list of diameter, plate thickness and/or member size higher than the " "one currently defined.") if self.load.axial_force < (self.res_force / 1000): - logger.info(":The minimum design force based on the member size is used for performing the connection design, i.e. {} kN " + self.logger.info(":The minimum design force based on the member size is used for performing the connection design, i.e. {} kN " "[Ref. Cl. 10.7, IS 800:2007].".format(round(self.res_force / 1000, 2))) else: pass - logger.info(":Overall bolted tension member design is safe. \n") - logger.info(":=========End Of design===========") + self.logger.info(":Overall bolted tension member design is safe. \n") + self.logger.info(":=========End Of design===========") if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -2174,10 +2252,10 @@ def save_design(self, popup_summary): gyration = self.min_radius_gyration else: if self.max_limit_status_2 == True: - [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self, self.max_gyr) + [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self.max_gyr) member_yield_kn = round(member_yield_kn / 1000,2) else: - [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self, self.max_area) + [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self.max_area) member_yield_kn = round(member_yield_kn / 1000,2) # if self.member_design_status == True: @@ -2346,7 +2424,7 @@ def save_design(self, popup_summary): # "Section": "TITLE", "Selected Section Details":self.report_supporting, # "Supported Section Details": "TITLE", - # "Beam Details": r'/ResourceFiles/images/ColumnsBeams".png', + # "Beam Details": str(files("osdag_core.data.ResourceFiles.images").joinpath("ColumnsBeams".png")), KEY_DISP_SEC_PROFILE: self.sec_profile, KEY_DISP_SECSIZE : str(self.sizelist), "Section Material": section_size.material, @@ -2354,8 +2432,8 @@ def save_design(self, popup_summary): KEY_DISP_YIELD_STRENGTH_REPORT: round(section_size.fy, 2), "Bolt Details - Input and Design Preference": "TITLE", - KEY_DISP_D: str(list(np.int_(self.bolt.bolt_diameter))), - KEY_DISP_GRD: str(self.bolt.bolt_grade), + KEY_DISP_D: str([int(d) for d in self.bolt.bolt_diameter]), + KEY_DISP_GRD: str([float(d) for d in self.bolt.bolt_grade]), KEY_DISP_TYP: self.bolt.bolt_type, KEY_DISP_DP_BOLT_HOLE_TYPE: self.bolt.bolt_hole_type, # KEY_DISP_DP_BOLT_FU: round(self.bolt.bolt_fu,2), @@ -2369,7 +2447,7 @@ def save_design(self, popup_summary): KEY_DISP_DP_DETAILING_CORROSIVE_INFLUENCES_BEAM: self.bolt.corrosive_influences, "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_PLATETHK: str(list(np.int_(self.plate.thickness))), + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), KEY_DISP_MATERIAL: self.plate.material, KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.plate.fu, 2), KEY_DISP_YIELD_STRENGTH_REPORT: round(self.plate.fy, 2), @@ -2740,6 +2818,7 @@ def save_design(self, popup_summary): print(sys.path[0]) rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] @@ -2747,5 +2826,4 @@ def save_design(self, popup_summary): CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - - + return True \ No newline at end of file diff --git a/design_type/tension_member/tension_welded.py b/osdag_core/design_type/tension_member/tension_welded.py similarity index 88% rename from design_type/tension_member/tension_welded.py rename to osdag_core/design_type/tension_member/tension_welded.py index 952b7d5a3..060a8ea8b 100644 --- a/design_type/tension_member/tension_welded.py +++ b/osdag_core/design_type/tension_member/tension_welded.py @@ -10,25 +10,26 @@ 2) Design of Steel Structures by N. Subramanian (Fifth impression, 2019, Chapter 6) """ -from design_report.reportGenerator_latex import CreateLatex -from Report_functions import * -from utils.common.component import * -# from cad.common_logic import CommonDesignLogic -from Common import * -from utils.common.load import Load -from design_type.member import Member +from ...design_report.reportGenerator_latex import CreateLatex +from ...Report_functions import * +from ...utils.common.component import * +# from ...cad.common_logic import CommonDesignLogic +from ...Common import * +from ...utils.common.load import Load +from ..member import Member import logging -from utils.common.Section_Properties_Calculator import * -from design_type.main import Main - +from ...utils.common.Section_Properties_Calculator import * +from ..main import Main +from ...custom_logger import CustomLogger class Tension_welded(Member): def __init__(self): super(Tension_welded, self).__init__() - + self.mainmodule = "Member" self.design_status = False + self.hover_dict = {} ############################################### # Design Preference Functions Start @@ -217,39 +218,60 @@ def refresh_input_dock(self): # Design Preference Functions End #################################### - def set_osdaglogger(key): + def set_osdaglogger(self, key, id): """ - Function to set Logger for Tension Module + Function to set Logger for FinPlate Module """ - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('Osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) + # Set Custom logger + logging.setLoggerClass(CustomLogger) + + # Create unique logger name per instance + unique_logger_name = 'Osdag_tension_welded' + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + if not isinstance(self.logger, CustomLogger): + logging.getLogger(unique_logger_name).manager.loggerDict.pop(unique_logger_name, None) + self.logger = logging.getLogger(f"{unique_logger_name}_{id}") + + # Clear any existing handlers + self.logger.handlers.clear() + self.logger.setLevel(logging.DEBUG) + + # Shared formatter for all handlers + formatter = logging.Formatter( + fmt='%(asctime)s - Osdag - %(levelname)s - %(message)s', + datefmt='%Y-%m-%d %H:%M:%S' + ) + + # ---------- CONSOLE HANDLER ---------- + console_handler = logging.StreamHandler() + console_handler.setFormatter(formatter) + self.logger.addHandler(console_handler) + + # ---------- FILE HANDLER (CLEAR & RESTART LOG) ---------- + log_dir = Path("ResourceFiles") / "logs" + log_dir.mkdir(parents=True, exist_ok=True) + log_file_path = log_dir / f"{unique_logger_name}.log" + + file_handler = logging.FileHandler( + log_file_path, + mode="w", # clears previous log + encoding="utf-8" + ) + file_handler.setFormatter(formatter) + self.logger.addHandler(file_handler) + + # ---------- GUI HANDLER ---------- if key is not None: - handler = OurLog(key) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - - def module_name(self): + gui_handler = OurLog(key) + gui_handler.setFormatter(formatter) + self.logger.addHandler(gui_handler) - """ - Function to call the module name - """ + @staticmethod + def module_name(): return KEY_DISP_TENSION_WELDED def customized_input(self): @@ -275,10 +297,10 @@ def customized_input(self): return c_lst - def fn_profile_section(self): + def fn_profile_section(self, args): "Function to populate combobox based on the section type selected" - conn = self[0] + conn = args[0] if conn == 'Beams': return connectdb("Beams", call_type="popup") elif conn == 'Columns': @@ -336,19 +358,19 @@ def input_value_changed(self): return lst - def fn_conn_type(self): + def fn_conn_type(self, args): "Function to populate section size based on the type of section " - profile = self[0] + profile = args[0] if profile in ['Angles', 'Back to Back Angles', 'Star Angles']: return VALUES_LOCATION_1 elif profile in ["Channels", "Back to Back Channels"]: return VALUES_LOCATION_2 - def fn_conn_image(self): + def fn_conn_image(self, args): "Function to populate section size based on the type of section " - img = self[0] + img = args[0] if img == VALUES_SEC_PROFILE_2[0]: return VALUES_IMG_TENSIONWELDED[0] elif img ==VALUES_SEC_PROFILE_2[1]: @@ -361,9 +383,9 @@ def fn_conn_image(self): return VALUES_IMG_TENSIONWELDED[4] - def out_intermittent(self): + def out_intermittent(self, args): - sec_type = self[0] + sec_type = args[0] if sec_type in [VALUES_SEC_PROFILE_2[0], VALUES_SEC_PROFILE_2[3]]: return True else: @@ -410,7 +432,7 @@ def input_values(self): t6 = (None, DISP_TITLE_FSL, TYPE_TITLE, None, True, 'No Validator') options_list.append(t6) - t7 = (KEY_AXIAL, KEY_DISP_AXIAL, TYPE_TEXTBOX, None, True, 'Int Validator') + t7 = (KEY_AXIAL, KEY_DISP_AXIAL_STAR, TYPE_TEXTBOX, None, True, 'Int Validator') options_list.append(t7) t13 = (None, DISP_TITLE_PLATE, TYPE_TITLE, None, True, 'No Validator') @@ -550,8 +572,8 @@ def output_values(self, flag): (round(self.plate.block_shear_capacity / 1000, 2)) if flag else '', True) out_list.append(t21) - t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) - out_list.append(t17) + # t17 = (KEY_OUT_PATTERN_2, KEY_OUT_DISP_PATTERN, TYPE_OUT_BUTTON, ['Shear Pattern ', self.plate_pattern], True) + # out_list.append(t17) t21 = (KEY_OUT_PLATE_CAPACITY, KEY_DISP_TENSION_CAPACITY, TYPE_TEXTBOX, (round(self.plate_tension_capacity / 1000, 2)) if flag else '', True) @@ -589,8 +611,30 @@ def output_values(self, flag): int(round(self.inter_plate_length, 0)) if flag else '', False) out_list.append(t21) + + # Populate Hover Dict (Tension Welded) + self.hover_dict["Weld"] = ( + f"Weld
    " + f"Size: {self.weld.size if flag else ''} mm
    " + f"Strength: {self.weld.strength if flag else ''} N/mmĀ²
    " + f"Stress: {self.weld.stress if flag else ''} N/mm
    " + f"Eff. Length: {self.weld.length if flag else ''} mm" + ) + + self.hover_dict["Plate"] = ( + f"Plate
    " + f"{float(self.plate.length) if flag else ''} mm x " + f"{float(self.plate.height) if flag else ''} mm x " + f"{self.plate.thickness_provided if flag else ''} mm" + ) + + self.hover_dict["Member"] = f"Member: {self.section_size_1.designation if flag else ''}" + return out_list + + + def plate_pattern(self, status): pattern = [] @@ -599,7 +643,7 @@ def plate_pattern(self, status): pattern.append(t00) t99 = (None, 'Failure Pattern Due to Tension Force in the Plate', TYPE_SECTION, - ['./ResourceFiles/images/Lw.png', 400, 202, "Plate Block Shear Pattern"]) # [image, width, height, caption] + [str(files("osdag_core.data.ResourceFiles.images").joinpath("Lw.png")), 400, 202, "Plate Block Shear Pattern"]) # [image, width, height, caption] pattern.append(t99) t9 = (KEY_OUT_Lw, KEY_OUT_DISP_Lw, TYPE_TEXTBOX, round(int(self.plate.length-max((2 * self.weld.size),15)),2) if status else '') @@ -620,7 +664,7 @@ def func_for_validation(self, design_dictionary): flag = False flag1 = False flag2 = False - option_list = self.input_values(self) + option_list = self.input_values() missing_fields_list = [] for option in option_list: if option[2] == TYPE_TEXTBOX: @@ -647,7 +691,7 @@ def func_for_validation(self, design_dictionary): pass if len(missing_fields_list) > 0: - error = self.generate_missing_fields_error_string(self, missing_fields_list) + error = self.generate_missing_fields_error_string(missing_fields_list) all_errors.append(error) # flag = False else: @@ -655,7 +699,7 @@ def func_for_validation(self, design_dictionary): # print(all_errors, "ysdgh") # print(flag, flag1, flag2) if flag and flag1 and flag2: - self.set_input_values(self, design_dictionary) + self.set_input_values(design_dictionary) # print(design_dictionary) else: return all_errors @@ -693,19 +737,19 @@ def warn_text(self): """ # @author Arsil Zunzunia - global logger + red_list = red_list_function() if self.supported_section.designation in red_list or self.supporting_section.designation in red_list: - logger.warning( + self.logger.warning( " : You are using a section (in red color) that is not available in latest version of IS 808") - logger.info( + self.logger.info( " : You are using a section (in red color) that is not available in latest version of IS 808") def set_input_values(self, design_dictionary): "initialisation of components required to design a tension member along with connection" - super(Tension_welded,self).set_input_values(self, design_dictionary) + super(Tension_welded,self).set_input_values(design_dictionary) print(design_dictionary,"input values are set. Doing preliminary member checks") self.module = design_dictionary[KEY_MODULE] self.sizelist = design_dictionary[KEY_SECSIZE] @@ -736,7 +780,7 @@ def set_input_values(self, design_dictionary): self.weld_design_status = False self.thick_design_status = False self.plate_design_status = False - self.initial_member_capacity(self,design_dictionary) + self.initial_member_capacity(design_dictionary) def select_section(self, design_dictionary, selectedsize): @@ -761,7 +805,7 @@ def max_section(self, design_dictionary, sizelist): for section in sizelist: if design_dictionary[KEY_SEC_PROFILE] in ['Angles']: self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self, designation=section, + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION], D_a=self.section.a, @@ -770,7 +814,7 @@ def max_section(self, design_dictionary, sizelist): elif design_dictionary[KEY_SEC_PROFILE] in ['Back to Back Angles', 'Star Angles']: self.section = Angle(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self, designation=section, + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION], D_a=self.section.a, @@ -780,7 +824,7 @@ def max_section(self, design_dictionary, sizelist): else: self.section = Channel(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL]) - self.min_rad_gyration_calc(self, designation=section, + self.min_rad_gyration_calc(designation=section, material_grade=design_dictionary[KEY_SEC_MATERIAL], key=design_dictionary[KEY_SEC_PROFILE], subkey=design_dictionary[KEY_LOCATION], D_a=self.section.depth, @@ -814,7 +858,7 @@ def max_force_length(self, section): self.section_size_max.tension_member_yielding(A_g=(self.section_size_max.area), F_y=self.section_size_max.fy) self.max_member_force = self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self, designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.a, B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) self.max_length = 400 * self.min_radius_gyration @@ -824,7 +868,7 @@ def max_force_length(self, section): self.section_size_max.tension_member_yielding(A_g=(2 * self.section_size_max.area), F_y=self.section_size_max.fy) # self.max_member_force = self.section_size_max.tension_yielding_capacity * 2 - self.min_rad_gyration_calc(self, designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.a, B_b=self.section_size_max.b, T_t=self.section_size_max.thickness) self.max_length = 400 * self.min_radius_gyration @@ -835,7 +879,7 @@ def max_force_length(self, section): F_y=self.section_size_max.fy) self.max_member_force = self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self, designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.depth, B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, @@ -848,7 +892,7 @@ def max_force_length(self, section): self.section_size_max.tension_member_yielding(A_g=(2 * self.section_size_max.area), F_y=self.section_size_max.fy) # self.max_member_force = 2 * self.section_size_max.tension_yielding_capacity - self.min_rad_gyration_calc(self, designation=section, material_grade=self.material, + self.min_rad_gyration_calc(designation=section, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_max.depth, B_b=self.section_size_max.flange_width, T_t=self.section_size_max.flange_thickness, @@ -920,9 +964,9 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): min_yield = 0 if self.count == 0: - self.max_section(self, design_dictionary, self.sizelist) - [self.force1, self.len1, self.slen1, self.gyr1] = self.max_force_length(self, self.max_area) - [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length(self, self.max_gyr) + self.max_section(design_dictionary, self.sizelist) + [self.force1, self.len1, self.slen1, self.gyr1] = self.max_force_length(self.max_area) + [self.force2, self.len2, self.slen2, self.gyr2] = self.max_force_length(self.max_gyr) else: pass @@ -938,7 +982,7 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): for selectedsize in self.sizelist: # print(self.sizelist) - self.section_size = self.select_section(self,design_dictionary,selectedsize) + self.section_size = self.select_section(design_dictionary,selectedsize) # print(self.section_size) if design_dictionary[KEY_SEC_PROFILE] =='Angles' or design_dictionary[KEY_SEC_PROFILE] =='Channels': @@ -954,12 +998,12 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): # print(self.section_size.rad_of_gy_z) if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: # print(selectedsize) - self.min_rad_gyration_calc(self, designation=self.section_size.designation, + self.min_rad_gyration_calc(designation=self.section_size.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size.a, B_b=self.section_size.b, T_t=self.section_size.thickness) else: - self.min_rad_gyration_calc(self, designation=self.section_size.designation, + self.min_rad_gyration_calc(designation=self.section_size.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size.depth, B_b=self.section_size.flange_width, T_t=self.section_size.flange_thickness, @@ -975,16 +1019,16 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): self.member_design_status = True if min_yield == 0: min_yield = min_yield_current - self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + self.section_size_1 = self.select_section(design_dictionary, selectedsize) self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -996,15 +1040,15 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif min_yield_current < min_yield: min_yield = min_yield_current - self.section_size_1 = self.select_section(self, design_dictionary, selectedsize) + self.section_size_1 = self.select_section(design_dictionary, selectedsize) self.section_size_1.tension_member_yielding(A_g=self.cross_area, F_y=self.section_size.fy) if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -1020,9 +1064,9 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif (self.load.axial_force * 1000 > self.force1): self.max_limit_status_1 = True # self.design_status = False - logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " + self.logger.warning(" : The factored tension force ({} kN) exceeds the tension capacity ({} kN) with respect to the maximum available " "member size {}.".format(round(self.load.axial_force,2),round(self.force1/1000,2),self.max_area)) - logger.info(" : Define member(s) with a higher cross sectional area.") + self.logger.info(" : Define member(s) with a higher cross sectional area.") # logge r.error(": Design is not safe. \n ") # logger.info(" :=========End Of design===========") break @@ -1033,28 +1077,28 @@ def initial_member_capacity(self,design_dictionary,previous_size = None): elif self.length > self.len2: self.max_limit_status_2 = True # self.design_status = False - logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " + self.logger.warning(" : The member length ({} mm) exceeds the maximum allowable length ({} mm) with respect to the maximum available " "member size {}.".format(self.length,round(self.len2,2),self.max_gyr)) - logger.info(" : Select member(s) with a higher radius of gyration value.") + self.logger.info(" : Select member(s) with a higher radius of gyration value.") break else: pass if self.member_design_status == False and self.max_limit_status_1 != True and self.max_limit_status_2 != True: - logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " + self.logger.warning(" : The available depth of the member cannot accommodate the minimum available bolt diameter of {} mm considering the " "minimum spacing limit [Ref. Cl. 10.2, IS 800:2007].".format(self.bolt_diameter_min)) - logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") + self.logger.info(" : Reduce the bolt diameter or increase the member depth and re-design.") # logger.error(": Design is not safe. \n ") # logger.info(" :=========End Of design===========") if self.member_design_status == True: print("pass") self.design_status = True - self.initial_plate_check(self, design_dictionary) + self.initial_plate_check(design_dictionary) else: self.design_status = False - logger.error(": Design is unsafe. \n ") - logger.info(" :=========End Of design===========") + self.logger.error(": Design is unsafe. \n ") + self.logger.info(" :=========End Of design===========") def initial_plate_check(self, design_dictionary): @@ -1114,7 +1158,7 @@ def initial_plate_check(self, design_dictionary): print(self.plate.thickness_provided) self.thick_design_status = True self.design_status = True - self.select_weld(self, design_dictionary) + self.select_weld(design_dictionary) else: if tension_capacity < self.max_tension_yield and self.res_force < self.max_tension_yield: @@ -1122,21 +1166,21 @@ def initial_plate_check(self, design_dictionary): if len(self.sizelist) >= 2: size = self.section_size_1.designation print("recheck", size) - self.initial_member_capacity(self, design_dictionary, size) + self.initial_member_capacity(design_dictionary, size) else: self.design_status = False - logger.warning(":Tension force {} kN exceeds tension capacity of {} kN for maximum available plate thickness of 80 mm.".format( + self.logger.warning(":Tension force {} kN exceeds tension capacity of {} kN for maximum available plate thickness of 80 mm.".format( round(self.res_force / 1000, 2), round(self.max_tension_yield/1000,2))) - logger.error(":Design is not safe. \n ") - logger.info(":=========End Of design===========") + self.logger.error(":Design is not safe. \n ") + self.logger.info(":=========End Of design===========") else: self.design_status = False - logger.warning(": The tension force ({} kN) exceeds the tension capacity of {} kN for maximum available plate thickness of 80 mm." + self.logger.warning(": The tension force ({} kN) exceeds the tension capacity of {} kN for maximum available plate thickness of 80 mm." .format(round(self.res_force / 1000, 2), round(self.max_tension_yield/1000,2))) - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") def select_weld(self,design_dictionary): @@ -1151,19 +1195,19 @@ def select_weld(self,design_dictionary): self.weld.weld_size(plate_thickness = self.plate.thickness_provided, member_thickness= self.thick , edge_type= "Rolled") - self.get_weld_strength(self,connecting_fu= [self.section_size_1.fu,self.plate.fu,self.weld.fu], weld_fabrication = self.weld.fabrication , t_weld = self.weld.size, force = (self.res_force)) + self.get_weld_strength(connecting_fu= [self.section_size_1.fu,self.plate.fu,self.weld.fu], weld_fabrication = self.weld.fabrication , t_weld = self.weld.size, force = (self.res_force)) print (self.weld.effective, "weld eff") - self.weld_plate_length(self, design_dictionary) + self.weld_plate_length(design_dictionary) self.weld.get_weld_stress(weld_shear=0,weld_axial=self.res_force, l_weld=self.weld.length) # print(self.plate.length, self.weld.throat, "xfsf") if self.plate.length > (150 * self.weld.throat) and design_dictionary[KEY_SEC_PROFILE] in ["Channels", 'Back to Back Channels']: - logger.info(" To satisfy the long joint limit, weld is provided only on the flanges.") + self.logger.info(" To satisfy the long joint limit, weld is provided only on the flanges.") self.web_weld_status = False self.weld.weld_size(plate_thickness=self.plate.thickness_provided, member_thickness=self.thick_1,edge_type="Rolled") - self.get_weld_strength(self, connecting_fu=[self.section_size_1.fu, self.plate.fu, self.weld.fu], + self.get_weld_strength(connecting_fu=[self.section_size_1.fu, self.plate.fu, self.weld.fu], weld_fabrication=self.weld.fabrication, t_weld=self.weld.size, force=(self.res_force)) - self.weld_plate_length(self, design_dictionary,"web_weld") + self.weld_plate_length(design_dictionary,"web_weld") self.weld.get_weld_stress(weld_shear=0,weld_axial=self.res_force, l_weld=self.weld.length) # "Check for long joint" @@ -1181,11 +1225,11 @@ def select_weld(self,design_dictionary): self.weld.get_weld_stress(weld_shear=0,weld_axial = self.res_force, l_weld = self.weld.length) if self.weld.strength_red> self.weld.stress: - self.weld_plate_length(self, design_dictionary) + self.weld_plate_length(design_dictionary) break else: self.weld.effective = round_up((self.res_force/self.weld.strength),100,1) - self.weld_plate_length(self, design_dictionary) + self.weld_plate_length(design_dictionary) # if self.weld.strength < self.weld.stress and Btw <= 0.6: # previous_size = self.section_size_1.designation @@ -1195,12 +1239,12 @@ def select_weld(self,design_dictionary): if self.weld.strength_red > self.weld.stress: self.weld_design_status = True self.design_status = True - self.member_check(self, design_dictionary) + self.member_check(design_dictionary) else: self.design_status = False - logger.warning(": The member fails in long joint. \n ") - logger.error(": Design is unsafe.\n ") - logger.info(" :=========End Of design===========") + self.logger.warning(": The member fails in long joint. \n ") + self.logger.error(": Design is unsafe.\n ") + self.logger.info(" :=========End Of design===========") def get_weld_strength(self,connecting_fu, weld_fabrication, t_weld, force, weld_angle = 90): @@ -1220,73 +1264,107 @@ def weld_plate_length (self,design_dictionary, web = None): "Function to calculate weld length, plate length and plate height" + # Warn if the heel/toe force split yields a non-positive flange weld. + def _check_flange_positive(l_heel, l_toe, label): + if l_toe <= 0 or l_heel <= 0: + self.logger.warning( + ": weld_plate_length ā€” {}: heel/toe weld length is non-positive " + "(heel={:.1f} mm, toe={:.1f} mm). The web weld is consuming more " + "than its share of the effective length.".format(label, l_heel, l_toe) + ) + if design_dictionary[KEY_SEC_PROFILE] == "Channels": - if web == None: + if web is None: self.web_weld = self.section_size_1.depth - 2 * self.weld.size else: self.web_weld = 0.0 - self.flange_weld = round_up(((self.weld.effective - self.web_weld ) / 2), 1, 50) - self.weld.length = (self.web_weld + 2 * self.flange_weld) + equal_flange = round_up((self.weld.effective - self.web_weld) / 2, 1, 10) + self.flange_weld_heel = equal_flange + self.flange_weld_toe = equal_flange + self.flange_weld = equal_flange + self.weld.length = self.web_weld + 2 * self.flange_weld elif design_dictionary[KEY_SEC_PROFILE] == 'Back to Back Channels': - if web == None: + if web is None: self.web_weld = 2 * (self.section_size_1.depth - 2 * self.weld.size) else: self.web_weld = 0.0 - self.flange_weld = round_up(((self.weld.effective - self.web_weld ) / 4), 1, 50) - self.weld.length = (self.web_weld + 4 * self.flange_weld) + equal_flange = round_up((self.weld.effective - self.web_weld) / 4, 1, 10) + self.flange_weld_heel = equal_flange + self.flange_weld_toe = equal_flange + self.flange_weld = equal_flange + self.weld.length = self.web_weld + 4 * self.flange_weld elif design_dictionary[KEY_SEC_PROFILE] in ["Star Angles", "Back to Back Angles"] and design_dictionary[ KEY_LOCATION] == "Long Leg": - - if web == None: + if web is None: self.web_weld = 2 * (self.section_size_1.max_leg - 2 * self.weld.size) else: self.web_weld = 0.0 - length_weld = self.section_size_1.angle_weld_length(self.weld.strength,self.web_weld/2,self.res_force/2,self.section_size_1.Cy,self.section_size_1.max_leg ) - self.flange_weld = round_up((length_weld), 1, 50) - self.weld.length = (self.web_weld + 4 * self.flange_weld) + l_heel, l_toe = self.section_size_1.angle_weld_length( + self.weld.strength, self.web_weld / 2, self.res_force / 2, + self.section_size_1.Cy, self.section_size_1.max_leg) + _check_flange_positive(l_heel, l_toe, "B2B/Star Angles ā€” Long Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + 2 * self.flange_weld_heel + 2 * self.flange_weld_toe elif design_dictionary[KEY_SEC_PROFILE] in ["Star Angles", "Back to Back Angles"] and design_dictionary[ KEY_LOCATION] == "Short Leg": - if web == None: + if web is None: self.web_weld = 2 * (self.section_size_1.min_leg - 2 * self.weld.size) else: self.web_weld = 0.0 - length_weld = self.section_size_1.angle_weld_length(self.weld.strength,self.web_weld/2,self.res_force/2,self.section_size_1.Cz,self.section_size_1.min_leg ) - self.flange_weld = round_up((length_weld), 1, 50) - self.weld.length = (self.web_weld + 4 * self.flange_weld) + l_heel, l_toe = self.section_size_1.angle_weld_length( + self.weld.strength, self.web_weld / 2, self.res_force / 2, + self.section_size_1.Cz, self.section_size_1.min_leg) + _check_flange_positive(l_heel, l_toe, "B2B/Star Angles ā€” Short Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + 2 * self.flange_weld_heel + 2 * self.flange_weld_toe elif design_dictionary[KEY_SEC_PROFILE] == "Angles" and design_dictionary[KEY_LOCATION] == "Long Leg": - if web == None: - self.web_weld = (self.section_size_1.max_leg - 2 * self.weld.size) + if web is None: + self.web_weld = self.section_size_1.max_leg - 2 * self.weld.size else: self.web_weld = 0.0 - length_weld = self.section_size_1.angle_weld_length(self.weld.strength,self.web_weld,self.res_force,self.section_size_1.Cy,self.section_size_1.max_leg ) - self.flange_weld = round_up((length_weld), 1, 50) - self.weld.length = (self.web_weld + 2 * self.flange_weld) + l_heel, l_toe = self.section_size_1.angle_weld_length( + self.weld.strength, self.web_weld, self.res_force, + self.section_size_1.Cy, self.section_size_1.max_leg) + _check_flange_positive(l_heel, l_toe, "Single Angle ā€” Long Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + self.flange_weld_heel + self.flange_weld_toe else: - if web == None: - self.web_weld = (self.section_size_1.min_leg - 2 * self.weld.size) + if web is None: + self.web_weld = self.section_size_1.min_leg - 2 * self.weld.size else: self.web_weld = 0.0 - length_weld = self.section_size_1.angle_weld_length(self.weld.strength,self.web_weld,self.res_force,self.section_size_1.Cz,self.section_size_1.min_leg ) - self.flange_weld = round_up((length_weld), 1, 50) - self.weld.length = (self.web_weld + 2 * self.flange_weld) - - - self.plate.length = self.flange_weld + max((4 * self.weld.size),30) + l_heel, l_toe = self.section_size_1.angle_weld_length( + self.weld.strength, self.web_weld, self.res_force, + self.section_size_1.Cz, self.section_size_1.min_leg) + _check_flange_positive(l_heel, l_toe, "Single Angle ā€” Short Leg") + self.flange_weld_heel = round_up(l_heel, 1, 10) + self.flange_weld_toe = round_up(l_toe, 1, 10) + self.flange_weld = self.flange_weld_heel + self.weld.length = self.web_weld + self.flange_weld_heel + self.flange_weld_toe + + end_return = max(4 * self.weld.size, 30) + self.plate.length = self.flange_weld + end_return if design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == "Long Leg": - self.plate.height = 2 * self.section_size_1.max_leg + max((4 * self.weld.size),30) + self.plate.height = 2 * self.section_size_1.max_leg + end_return elif design_dictionary[KEY_SEC_PROFILE] == "Star Angles" and design_dictionary[KEY_LOCATION] == "Short Leg": - self.plate.height = 2 * self.section_size_1.min_leg + max((4 * self.weld.size),30) + self.plate.height = 2 * self.section_size_1.min_leg + end_return elif design_dictionary[KEY_SEC_PROFILE] in ["Back to Back Angles", "Angles"] and design_dictionary[KEY_LOCATION] == "Short Leg": - self.plate.height = self.section_size_1.min_leg + max((4 * self.weld.size),30) + self.plate.height = self.section_size_1.min_leg + end_return elif design_dictionary[KEY_SEC_PROFILE] in ["Back to Back Angles","Angles"] and design_dictionary[KEY_LOCATION] == "Long Leg": - self.plate.height = self.section_size_1.max_leg + max((4 * self.weld.size),30) + self.plate.height = self.section_size_1.max_leg + end_return else: - self.plate.height = self.section_size_1.depth + max((4 * self.weld.size),30) + self.plate.height = self.section_size_1.depth + end_return def member_check(self,design_dictionary): @@ -1337,7 +1415,7 @@ def member_check(self,design_dictionary): self.section_size_1.design_check_for_slenderness(K = self.K, L = design_dictionary[KEY_LENGTH], r = self.min_radius_gyration) self.section_size_1.tension_capacity = min (self.section_size_1.tension_yielding_capacity, self.section_size_1.tension_rupture_capacity) - self.member_recheck(self, design_dictionary) + self.member_recheck(design_dictionary) def member_recheck(self,design_dictionary): @@ -1352,7 +1430,7 @@ def member_recheck(self,design_dictionary): self.design_status = True self.efficiency = round((self.load.axial_force*1000 / self.section_size_1.tension_capacity), 2) - self.get_plate_thickness(self,design_dictionary) + self.get_plate_thickness(design_dictionary) else: print("recheck") @@ -1361,15 +1439,15 @@ def member_recheck(self,design_dictionary): if len(self.sizelist) >= 2: size = self.section_size_1.designation print("recheck", size) - self.initial_member_capacity(self, design_dictionary, size) + self.initial_member_capacity(design_dictionary, size) else: self.design_status = False - logger.warning(":The factored tension force ({} kN) exceeds the tension capacity of {} kN with respect to the maximum available " + self.logger.warning(":The factored tension force ({} kN) exceeds the tension capacity of {} kN with respect to the maximum available " "member size {}.".format( round(self.load.axial_force, 2), round(self.section_size_1.tension_rupture_capacity / 1000, 2), self.max_area)) - logger.info(":Select members with a higher cross sectional area.") - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.info(":Select members with a higher cross sectional area.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") def get_plate_thickness(self,design_dictionary): @@ -1415,47 +1493,47 @@ def get_plate_thickness(self,design_dictionary): elif (self.plate_tension_capacity < self.res_force) and self.plate.thickness_provided == self.plate_last: self.design_status = False - logger.warning(": The factored tension force ({} kN) exceeds the tension capacity of {} kN with respect to the maximum available " + self.logger.warning(": The factored tension force ({} kN) exceeds the tension capacity of {} kN with respect to the maximum available " "plate thickness of {} mm.".format( round(self.res_force / 1000, 2), round(self.max_tension_yield/1000,2),self.plate_last)) - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") else: pass if self.plate_tension_capacity > self.res_force: if (2 * self.plate.length) > self.length: self.design_status = False - logger.warning(":The plate length of {} mm is higher than the member length of {} mm".format(2 * self.plate.length, self.length)) - logger.info(":Try a larger diameter of bolt and/or increase the member length.") - logger.error(":Design is unsafe. \n ") - logger.info(":=========End Of design===========") + self.logger.warning(":The plate length of {} mm is higher than the member length of {} mm".format(2 * self.plate.length, self.length)) + self.logger.info(":Try a larger diameter of bolt and/or increase the member length.") + self.logger.error(":Design is unsafe. \n ") + self.logger.info(":=========End Of design===========") else: self.plate_design_status = True self.design_status = True - self.intermittent_bolt(self, design_dictionary) + self.intermittent_bolt(design_dictionary) - logger.info(":In the case of reverse loading, slenderness value shall be less than 180 [Ref. Table 3, IS 800:2007].") + self.logger.info(":In the case of reverse loading, slenderness value shall be less than 180 [Ref. Table 3, IS 800:2007].") if self.sec_profile not in ["Angles", "Channels"] and self.length > 1000: - logger.info(":In the case of reverse loading for double sections, spacing of the intermittent connection shall be less than 600 " + self.logger.info(":In the case of reverse loading for double sections, spacing of the intermittent connection shall be less than 600 " "[Ref. Cl. 10.2.5.5, IS 800:2007].") else: pass if self.load.axial_force < (self.res_force/1000): - logger.info(":The minimum design force based on the member size is used for performing the connection design, i.e. {} kN " + self.logger.info(":The minimum design force based on the member size is used for performing the connection design, i.e. {} kN " "[Ref. Cl. 10.7, IS 800:2007].".format(round(self.res_force / 1000, 2))) else: pass - logger.info(self.weld.reason) - logger.info(":Overall welded tension member design is safe. \n") - logger.info(" :=========End Of design===========") + self.logger.info(self.weld.reason) + self.logger.info(":Overall welded tension member design is safe. \n") + self.logger.info(" :=========End Of design===========") if design_dictionary[KEY_SEC_PROFILE] in ['Angles', 'Star Angles', 'Back to Back Angles']: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.a, B_b=self.section_size_1.b, T_t=self.section_size_1.thickness) else: - self.min_rad_gyration_calc(self, designation=self.section_size_1.designation, + self.min_rad_gyration_calc(designation=self.section_size_1.designation, material_grade=self.material, key=self.sec_profile, subkey=self.loc, D_a=self.section_size_1.depth, B_b=self.section_size_1.flange_width, @@ -1467,8 +1545,8 @@ def get_plate_thickness(self,design_dictionary): else: self.design_status = False - logger.error(": Design is not safe. \n ") - logger.info(" :=========End Of design===========") + self.logger.error(": Design is not safe. \n ") + self.logger.info(" :=========End Of design===========") def intermittent_bolt(self, design_dictionary): @@ -1614,7 +1692,7 @@ def save_design(self, popup_summary): # row = 1 # # if self.loc == "Long Leg": # depth = 2 * self.edge_dist_min_round - + # if self.sec_profile in ["Channels", "Back to Back Channels"]: # image = "Channel" @@ -1631,10 +1709,10 @@ def save_design(self, popup_summary): gyration = self.min_radius_gyration else: if self.max_limit_status_2 == True: - [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self, self.max_gyr) + [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self.max_gyr) member_yield_kn = round(member_yield_kn / 1000,2) else: - [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self, self.max_area) + [member_yield_kn, l, slenderness, gyration] = self.max_force_length(self.max_area) member_yield_kn = round(member_yield_kn / 1000,2) if self.sec_profile == "Channels": @@ -1803,12 +1881,12 @@ def save_design(self, popup_summary): # "Section": "TITLE", "Selected Section Details": self.report_supporting, # "Supported Section Details": "TITLE", - # "Beam Details": r'/ResourceFiles/images/ColumnsBeams".png', + # "Beam Details": str(files("osdag_core.data.ResourceFiles.images").joinpath("ColumnsBeams.png")), KEY_DISP_SEC_PROFILE: self.sec_profile, KEY_DISP_SECSIZE: str(self.sizelist), "Plate Details - Input and Design Preference": "TITLE", - KEY_DISP_PLATETHK: str(list(np.int_(self.plate.thickness))), + KEY_DISP_PLATETHK: str([int(d) for d in self.plate.thickness]), KEY_DISP_MATERIAL: self.plate.material, KEY_DISP_ULTIMATE_STRENGTH_REPORT: round(self.plate.fu, 2), KEY_DISP_YIELD_STRENGTH_REPORT: round(self.plate.fy, 2), @@ -2142,6 +2220,7 @@ def save_design(self, popup_summary): print(sys.path[0]) rel_path = str(sys.path[0]) + rel_path = os.path.abspath(".") # TEMP rel_path = rel_path.replace("\\", "/") fname_no_ext = popup_summary['filename'] @@ -2149,5 +2228,4 @@ def save_design(self, popup_summary): CreateLatex.save_latex(CreateLatex(), self.report_input, self.report_check, popup_summary, fname_no_ext, rel_path, Disp_2d_image, Disp_3D_image, module=self.module) - - + return True \ No newline at end of file diff --git a/utils/common/__init__.py b/osdag_core/design_type/truss/__init__.py similarity index 100% rename from utils/common/__init__.py rename to osdag_core/design_type/truss/__init__.py diff --git a/osdag_core/resource_paths.py b/osdag_core/resource_paths.py new file mode 100644 index 000000000..3f0d021bf --- /dev/null +++ b/osdag_core/resource_paths.py @@ -0,0 +1,16 @@ +""" +Filesystem paths to bundled data files. + +importlib.resources.files() can fail when a subpackage has no __file__ / spec.origin +(e.g. namespace layout), so web/backend uses these helpers for stable paths. +""" +import os + +import osdag_core + +_ROOT = os.path.dirname(os.path.abspath(osdag_core.__file__)) + + +def resource_image_path(filename: str) -> str: + """Absolute path to a file under data/ResourceFiles/images/.""" + return os.path.join(_ROOT, "data", "ResourceFiles", "images", filename) diff --git a/texlive/Design_wrapper.py b/osdag_core/texlive/Design_wrapper.py similarity index 91% rename from texlive/Design_wrapper.py rename to osdag_core/texlive/Design_wrapper.py index ce1f596ef..74d03c9a7 100644 --- a/texlive/Design_wrapper.py +++ b/osdag_core/texlive/Design_wrapper.py @@ -1,5 +1,3 @@ - - import logging import os import sys @@ -15,7 +13,7 @@ def check_callable(_callable): def init_display(backend_str=None, size=(1024, 768)): - + if os.getenv("PYTHONOCC_SHUNT_GUI") == "1": # define a dumb class and an empty method from OCC.Display import OCCViewer @@ -65,10 +63,11 @@ def __getattr__(self, name): return Dumb else: return do_nothing - + return BlindViewer(), do_nothing, do_nothing, call_function used_backend = load_backend(backend_str) - + print("used_backend ",used_backend) + if used_backend == 'wx': import wx from wxDisplay import wxViewer3d @@ -90,7 +89,7 @@ def add_menu(self, menu_name): self._menus[menu_name] = _menu def add_function_to_menu(self, menu_name, _callable): - + _id = wx.NewId() check_callable(_callable) try: @@ -117,8 +116,8 @@ def add_function_to_menu(*args, **kwargs): def start_display(): app.MainLoop() - - elif 'qt' in used_backend: + + elif 'qt' in used_backend or 'pyside' in used_backend: from OCC.Display.qtDisplay import qtViewer3d QtCore, QtGui, QtWidgets, QtOpenGL = get_qt_modules() @@ -140,9 +139,11 @@ def __init__(self, *args): def centerOnScreen(self): '''Centers the window on the screen.''' - resolution = QtWidgets.QDesktopWidget().screenGeometry() - self.move((resolution.width() / 2) - (self.frameSize().width() / 2), - (resolution.height() / 2) - (self.frameSize().height() / 2)) + from PySide6.QtGui import QGuiApplication + screen = QGuiApplication.primaryScreen() + resolution = screen.availableGeometry() + self.move((resolution.width() // 2) - (self.frameSize().width() // 2), + (resolution.height() // 2) - (self.frameSize().height() // 2)) def add_menu(self, menu_name): _menu = self.menu_bar.addMenu("&" + menu_name) @@ -159,8 +160,8 @@ def add_function_to_menu(self, menu_name, _callable): except KeyError: raise ValueError('the menu item %s does not exist' % menu_name) - app = QtWidgets.QApplication.instance() - if not app: + app = QtWidgets.QApplication.instance() + if not app: app = QtWidgets.QApplication(sys.argv) win = MainWindow() win.showMinimized() @@ -180,6 +181,6 @@ def add_function_to_menu(*args, **kwargs): win.add_function_to_menu(*args, **kwargs) def start_display(): - win.raise_() + win.raise_() app.exec_() return display, start_display, add_menu, add_function_to_menu diff --git a/Connections/Moment/BCEndPlate/WeldBelwFlang.py b/osdag_core/texlive/__init__.py similarity index 100% rename from Connections/Moment/BCEndPlate/WeldBelwFlang.py rename to osdag_core/texlive/__init__.py diff --git a/texlive/texlive.profile b/osdag_core/texlive/texlive.profile similarity index 100% rename from texlive/texlive.profile rename to osdag_core/texlive/texlive.profile diff --git a/texlive/texlive_install.sh b/osdag_core/texlive/texlive_install.sh similarity index 100% rename from texlive/texlive_install.sh rename to osdag_core/texlive/texlive_install.sh diff --git a/texlive/texlive_packages b/osdag_core/texlive/texlive_packages similarity index 100% rename from texlive/texlive_packages rename to osdag_core/texlive/texlive_packages diff --git a/osdag_core/utilities/__init__.py b/osdag_core/utilities/__init__.py new file mode 100644 index 000000000..7de6ffb96 --- /dev/null +++ b/osdag_core/utilities/__init__.py @@ -0,0 +1,176 @@ +from OCC.Core.AIS import AIS_Shape +from OCC.Core.TopAbs import TopAbs_EDGE +from OCC.Core.TopExp import TopExp_Explorer +from OCC.Core.TopoDS import topods, TopoDS_Shape + +import os +import os.path +import time +import sys +import math +import itertools + +import OCC +from OCC.Core.Aspect import Aspect_GFM_VER +from OCC.Core.AIS import AIS_Shape, AIS_Shaded, AIS_TexturedShape, AIS_WireFrame +from OCC.Core.TopoDS import TopoDS_Shape +from OCC.Core.gp import gp_Dir, gp_Pnt, gp_Pnt2d, gp_Vec +from OCC.Core.BRepBuilderAPI import (BRepBuilderAPI_MakeVertex, + BRepBuilderAPI_MakeEdge, + BRepBuilderAPI_MakeEdge2d, + BRepBuilderAPI_MakeFace) +from OCC.Core.TopAbs import (TopAbs_FACE, TopAbs_EDGE, TopAbs_VERTEX, + TopAbs_SHELL, TopAbs_SOLID) +from OCC.Core.Geom import Geom_Curve, Geom_Surface +from OCC.Core.Geom2d import Geom2d_Curve +from OCC.Core.Visualization import Display3d +from OCC.Core.V3d import (V3d_ZBUFFER, V3d_Zpos, V3d_Zneg, V3d_Xpos, + V3d_Xneg, V3d_Ypos, V3d_Yneg, V3d_XposYnegZpos,) +from OCC.Core.TCollection import TCollection_ExtendedString, TCollection_AsciiString +from OCC.Core.Quantity import (Quantity_Color, Quantity_TOC_RGB, Quantity_NOC_WHITE, + Quantity_NOC_BLACK, Quantity_NOC_BLUE1, + Quantity_NOC_CYAN1, Quantity_NOC_RED, + Quantity_NOC_GREEN, Quantity_NOC_ORANGE, Quantity_NOC_YELLOW) +from OCC.Core.Prs3d import Prs3d_Arrow, Prs3d_Presentation, Prs3d_Text, Prs3d_TextAspect +from OCC.Core.Graphic3d import (Graphic3d_NOM_NEON_GNC, Graphic3d_NOT_ENV_CLOUDS, + Graphic3d_Camera, Graphic3d_RM_RAYTRACING, + Graphic3d_RM_RASTERIZATION, + Graphic3d_StereoMode_QuadBuffer, + Graphic3d_RenderingParams, + Graphic3d_AspectLine3d) +from OCC.Core.Aspect import Aspect_TOTP_RIGHT_LOWER, Aspect_FM_STRETCH, Aspect_FM_NONE +import traceback + +def color_the_edges(shp, display, color, width): + """ + Colors the edges of a given shape. + + :param shp: The shape to color (TopoDS_Shape). + :param display: The display context for rendering the shape. + :param color: The color to apply to the edges (Quantity_Color or predefined constant like Quantity_NOC_BLACK). + :param width: The width of the edges. + """ + if not isinstance(shp, TopoDS_Shape): + raise TypeError("The 'shp' parameter must be a valid TopoDS_Shape.") + # shapeList = [] + try: + # Initialize the edge explorer for the given shape + Ex = TopExp_Explorer(shp, TopAbs_EDGE) + # Get the display context + ctx = display.Context + # Iterate over the edges in the shape + while Ex.More(): + # Extract the current edge + aEdge = topods.Edge(Ex.Current()) + + # Create an AIS_Shape for the edge + ais_shape = AIS_Shape(aEdge) + # Set the color + ais_shape.SetColor(color) + # Display the edge + ctx.Display(ais_shape, False) + + # Store the edge for tracking + # shapeList.append(aEdge) + + # Move to the next edge + Ex.Next() + + except Exception as e: + print(f"An error occurred: {e}") + traceback.print_exc() # This will print the full traceback + + raise RuntimeError(f"Error while coloring edges: {e}") + + # return shapeList + + +def set_default_edge_style(shp, display): + try: + color_the_edges(shp, display, Quantity_Color(Quantity_NOC_BLACK), 0.5) + except Exception as e: + # Edge styling is optional - don't crash if it fails + pass + + +def osdag_display_shape(display, shapes, material=None, texture=None, color=None, transparency=None, update=False, label=[], canvas=None): + """ + Display a shape (or list of shapes) with edge styling and register with memory manager. + + All shapes and AIS objects are registered with OCCMemoryManager to prevent + Python's garbage collector from freeing them while OCC/OpenGL are using them. + """ + if isinstance(shapes, list): + for shape in shapes: + osdag_display_shape(display, shape, material, texture, color, transparency, update, label, canvas) + return + + # Register shape with memory manager to prevent GC + try: + from osdag_gui.OS_safety_protocols import get_occ_memory_manager + manager = get_occ_memory_manager() + widget_id = id(canvas) + # Register both the widget context and the shape itself + manager.register_widget(widget_id, display.Context) + manager.register_shape(widget_id, shapes) + except Exception: + pass # Memory manager not available, continue without it + + set_default_edge_style(shapes, display) + ais_object = display.DisplayShape(shapes, material, texture, color, transparency, update=update) + ais = ais_object[0] if isinstance(ais_object, list) else ais_object + + # Register AIS object with memory manager + try: + manager.register_ais_object(widget_id, ais) + except Exception: + pass + + # Track object in canvas for label management + if canvas: + if canvas.model_ais_objects.get(label[0]) is None: + canvas.model_ais_objects[label[0]] = [ais] + else: + canvas.model_ais_objects[label[0]] += [ais] + + # Activate selection mode for whole entity + # display.Context.Activate(ais, 0) + + + +def rgb_color(r, g, b): + return Quantity_Color(r, g, b, Quantity_NOC_BLACK) + +def to_string(_string): + return TCollection_ExtendedString(_string) + + +def DisplayMsg(display, point, text_to_write, height=None, message_color=None, update=False): + """ + :point: a gp_Pnt or gp_Pnt2d instance + :text_to_write: a string + :message_color: triple with the range 0-1 + """ + aPresentation = Prs3d_Presentation(display._struc_mgr) + text_aspect = Prs3d_TextAspect() + + if message_color is not None: + text_aspect.SetColor(rgb_color("RED")) + # if height is not None: + text_aspect.Aspect() + # if isinstance(point, None): + point = gp_Pnt(point.X(), point.Y(), point.Z()) + Prs3d_Text.Draw(aPresentation, + text_aspect, + to_string(text_to_write), + point) + aPresentation.Display() + # @TODO: it would be more coherent if a AIS_InteractiveObject + # is be returned + if update: + display.Repaint() + return aPresentation + +# def osdag_display_msg(display, shapes, material=None, texture=None, color=None, transparency=None, update=False): +# set_default_edge_style(shapes, display) +# display.DisplayShape(shapes, material, texture, color, transparency, update=update) \ No newline at end of file diff --git a/Connections/Moment/BCEndPlate/WeldSideWeb.py b/osdag_core/utils/__init__.py similarity index 100% rename from Connections/Moment/BCEndPlate/WeldSideWeb.py rename to osdag_core/utils/__init__.py diff --git a/osdag_core/utils/calculations/__init__.py b/osdag_core/utils/calculations/__init__.py new file mode 100644 index 000000000..e69de29bb diff --git a/osdag_core/utils/calculations/fin_plate_calculator.py b/osdag_core/utils/calculations/fin_plate_calculator.py new file mode 100644 index 000000000..2c88b1ef3 --- /dev/null +++ b/osdag_core/utils/calculations/fin_plate_calculator.py @@ -0,0 +1,11 @@ +from ..common.output import FinPlateConnectionOutput + + +def calculate(input_object, design_preferences): + a = input_object.a + b = input_object.b + + fpoo = FinPlateConnectionOutput() + fpoo.c = a + b + + return fpoo diff --git a/utils/common/Section_Properties_Calculator.py b/osdag_core/utils/common/Section_Properties_Calculator.py similarity index 99% rename from utils/common/Section_Properties_Calculator.py rename to osdag_core/utils/common/Section_Properties_Calculator.py index 288403a02..0d472fd84 100644 --- a/utils/common/Section_Properties_Calculator.py +++ b/osdag_core/utils/common/Section_Properties_Calculator.py @@ -1,5 +1,5 @@ import math -from utils.common.component import Angle, Column,Beam,Channel +from .component import Angle, Column,Beam,Channel from abc import ABC, abstractmethod @@ -58,7 +58,7 @@ class I_sectional_Properties(Section_Properties): def calc_Mass(self, D, B, t_w, t_f, alpha=90, r_1=0, r_2=0): self.A = ((2 * B * t_f) + ((D - 2 * t_f) * t_w)) / 100 - self.M = 7850 * self.A / 10000 + self.M = (7850 * self.A) / 10000 return round(self.M, 2) def calc_Area(self, D, B, t_w, t_f, alpha=90, r_1=0, r_2=0): diff --git a/osdag_core/utils/common/Unsymmetrical_Section_Properties.py b/osdag_core/utils/common/Unsymmetrical_Section_Properties.py new file mode 100644 index 000000000..07b7e08c8 --- /dev/null +++ b/osdag_core/utils/common/Unsymmetrical_Section_Properties.py @@ -0,0 +1,227 @@ +import math +class Unsymmetrical_I_Section_Properties: + """ + Parameters: + D : Total depth of the section + B_top : Width of the top flange + B_bot : Width of the bottom flange + t_w : Thickness of the web + t_f_top : Thickness of the top flange + t_f_bot : Thickness of the bottom flange + + """ + + @staticmethod + def calc_mass(D, B_top, B_bot, t_w, t_f_top, t_f_bot): + A = Unsymmetrical_I_Section_Properties.calc_area(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + M = (7850 * A) / 1000000 # Convert to kg from mm^2 + return round(M, 2) + + @staticmethod + def calc_area(D, B_top, B_bot, t_w, t_f_top, t_f_bot): + A = (B_top * t_f_top + B_bot * t_f_bot + (D - t_f_top - t_f_bot) * t_w) + return round(A, 2) + + @staticmethod + def calc_centroid(D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + A_top = B_top * t_f_top + A_bot = B_bot * t_f_bot + A_web = (D - t_f_top - t_f_bot) * t_w + + y_top = D - t_f_top / 2 + y_bot = t_f_bot / 2 + y_web = t_f_bot + (D - t_f_top - t_f_bot) / 2 + + y_neutral = (A_top * y_top + A_bot * y_bot + A_web * y_web) / (A_top + A_bot + A_web) + if debug: + print(f"Centroid Calc: D={D}, B_top={B_top}, B_bot={B_bot}, tw={t_w}, tf_top={t_f_top}, tf_bot={t_f_bot}") + print(f" Areas: top={A_top}, bot={A_bot}, web={A_web}") + print(f" Y-centers: top={y_top}, bot={y_bot}, web={y_web}") + print(f" Y_neutral={y_neutral}") + return y_neutral + + @staticmethod + def calc_MomentOfAreaZ(D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + y_neutral = Unsymmetrical_I_Section_Properties.calc_centroid(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + + I_top = (B_top * t_f_top ** 3) / 12 + B_top * t_f_top * (D - t_f_top / 2 - y_neutral) ** 2 + I_bot = (B_bot * t_f_bot ** 3) / 12 + B_bot * t_f_bot * (y_neutral - t_f_bot / 2) ** 2 + I_web = (t_w * (D - t_f_top - t_f_bot) ** 3) / 12 + t_w * (D - t_f_top - t_f_bot) * ( + y_neutral - (t_f_bot + (D - t_f_top - t_f_bot) / 2)) ** 2 + + I_zz = (I_top + I_bot + I_web) + if debug: + print(f"I_zz Calc: I_top={I_top}, I_bot={I_bot}, I_web={I_web}, I_zz={I_zz}") + return round(I_zz, 2) + + @staticmethod + def calc_MomentOfAreaY(D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + I_top = (t_f_top * B_top ** 3) / 12 + I_bot = (t_f_bot * B_bot ** 3) / 12 + I_web = ((D - t_f_top - t_f_bot) * t_w ** 3) / 12 + + I_yy = (I_top + I_bot + I_web) + if debug: + print(f"I_yy Calc: I_top={I_top}, I_bot={I_bot}, I_web={I_web}, I_yy={I_yy}") + return round(I_yy, 2) + + @staticmethod + def calc_ElasticModulusZz( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + I_zz = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaZ(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + y_neutral = Unsymmetrical_I_Section_Properties.calc_centroid(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + Z_ez_top = I_zz / (D - y_neutral) + Z_ez_bot = I_zz / y_neutral + if debug: + print(f"Elastic Modulus Z: Izz={I_zz}, y_neutral={y_neutral}, Z_top={Z_ez_top}, Z_bot={Z_ez_bot}") + return round(min(Z_ez_top, Z_ez_bot), 2) + + @staticmethod + def calc_ElasticModulusZy( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + I_yy = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaY(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + B_max = max(B_top, B_bot) + Z_ey = (I_yy * 2 ) / B_max + if debug: + print(f"Elastic Modulus Y: Iyy={I_yy}, B_max={B_max}, Z_ey={Z_ey}") + return round(Z_ey, 2) + + @staticmethod + def calc_PlasticModulusZ( D, bf_top, bf_bot, tw, tf_top, tf_bot, eps=1.0, debug=False): + """ + Plastic section modulus Zp about strong axis for unsymmetrical I-sections. + + For plastic modulus, we find the plastic neutral axis (PNA) which divides + the cross-section into two equal areas. Then Zp = sum of (Ai Ɨ yi) where + yi is the distance from PNA to centroid of each element. + + D : total section depth between outer flange faces (mm) + bf_top : top flange width (mm) + bf_bot : bottom flange width (mm) + tw : web thickness (mm) + tf_top : top flange thickness (mm) + tf_bot : bottom flange thickness (mm) + eps : epsilon factor (not used directly for Zp, kept for API compatibility) + """ + # Web clear height between flanges + h_w = D - tf_top - tf_bot + + # Calculate areas + A_top = bf_top * tf_top + A_bot = bf_bot * tf_bot + A_web = h_w * tw + A_total = A_top + A_bot + A_web + half_area = A_total / 2.0 + + # Find plastic neutral axis location (from bottom of section) + # PNA divides the section into two equal areas + if A_bot >= half_area: + # PNA is in bottom flange + y_pna = half_area / bf_bot + if debug: + print(f" PNA in bottom flange: y_pna={y_pna}") + elif A_bot + A_web >= half_area: + # PNA is in web + y_pna = tf_bot + (half_area - A_bot) / tw + if debug: + print(f" PNA in web: y_pna={y_pna}") + else: + # PNA is in top flange + y_pna = D - (A_total - half_area) / bf_top + if debug: + print(f" PNA in top flange: y_pna={y_pna}") + + # Calculate plastic section modulus Zp + # Zp = sum of (area Ɨ distance from PNA to centroid of that area) + # Using the formula: Zp = (bf_bot*y_pnaĀ² - (bf_bot-tw)*(y_pna-tf_bot)Ā² + + # bf_top*(D-y_pna)Ā² - (bf_top-tw)*(D-tf_top-y_pna)Ā²) / 2 + + # This formula works when PNA is in the web + if y_pna >= tf_bot and y_pna <= D - tf_top: + Zp = ( + bf_bot * y_pna**2 - + (bf_bot - tw) * max(0, y_pna - tf_bot)**2 + + bf_top * (D - y_pna)**2 - + (bf_top - tw) * max(0, D - tf_top - y_pna)**2 + ) / 2.0 + if debug: + print(f" Zp (PNA in web) formula result: {Zp}") + else: + # PNA is in a flange - use component method + Zp = 0.0 + # Bottom flange contribution + if y_pna > 0: + if y_pna <= tf_bot: + # PNA is in bottom flange + Zp += bf_bot * y_pna * (y_pna / 2) # area below PNA + Zp += bf_bot * (tf_bot - y_pna) * ((tf_bot - y_pna) / 2 + y_pna - tf_bot) # area above + else: + Zp += A_bot * abs(y_pna - tf_bot / 2) # whole bottom flange + + # Web contribution + if y_pna > tf_bot and y_pna < D - tf_top: + web_below = (y_pna - tf_bot) * tw + web_above = (D - tf_top - y_pna) * tw + Zp += web_below * (y_pna - tf_bot) / 2 + Zp += web_above * (D - tf_top - y_pna) / 2 + elif y_pna <= tf_bot: + Zp += A_web * (tf_bot + h_w / 2 - y_pna) + else: # y_pna >= D - tf_top + Zp += A_web * (y_pna - tf_bot - h_w / 2) + + # Top flange contribution + if y_pna >= D - tf_top: + # PNA is in top flange + above_pna = D - y_pna + below_pna = y_pna - (D - tf_top) + Zp += bf_top * above_pna * (above_pna / 2) + Zp += bf_top * below_pna * (below_pna / 2) + else: + Zp += A_top * abs(D - tf_top / 2 - y_pna) + + return round(Zp, 2) + + @staticmethod + def calc_PlasticModulusY( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + Zpy = (t_f_top * B_top ** 2 / 2 + t_f_bot * B_bot ** 2 / 2 + (D - t_f_top - t_f_bot) * t_w ** 2 / 2) + if debug: + print(f"Plastic Modulus Y (Zpy): {Zpy}") + return round(Zpy, 2) + + @staticmethod + def calc_TorsionConstantIt( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + h = D - ((t_f_top + t_f_bot)/2) + It = (1 / 3) * ( B_top * t_f_top ** 3 + B_bot * t_f_bot ** 3 + h * t_w ** 3 ) + if debug: + print(f"Torsion Constant (It): {It}") + return round(It, 2) + + @staticmethod + def calc_WarpingConstantIw( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + h = D - ((t_f_top + t_f_bot)/2) + numerator_Iw = (h ** 2) * t_f_top * t_f_bot * (B_top ** 3) * (B_bot ** 3) + denominator_Iw = 12 * (t_f_top * B_top ** 3 + t_f_bot * B_bot ** 3) + Iw = numerator_Iw / denominator_Iw + if debug: + print(f"Warping Constant (Iw): {Iw}") + return round(Iw, 2) + + @staticmethod + def calc_RadiusOfGyrationZ( D, B_top, B_bot, t_w, t_f_top, t_f_bot, debug=False): + """ + Radius of gyration about z-axis (major axis) + """ + I_zz = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaZ(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + A = Unsymmetrical_I_Section_Properties.calc_area(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + r_z = math.sqrt(I_zz / A) + if debug: + print(f"Radius of Gyration Z (rz): {r_z}") + return round(r_z, 2) + + @staticmethod + def calc_RadiusOfGyrationY( D, B_top, B_bot, t_w, t_f_top, t_f_bot): + """ + Radius of gyration about y-axis (minor axis) + """ + I_yy = Unsymmetrical_I_Section_Properties.calc_MomentOfAreaY(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + A = Unsymmetrical_I_Section_Properties.calc_area(D, B_top, B_bot, t_w, t_f_top, t_f_bot) + r_y = math.sqrt(I_yy / A) + return round(r_y, 2) \ No newline at end of file diff --git a/osdag_core/utils/common/__init__.py b/osdag_core/utils/common/__init__.py new file mode 100644 index 000000000..e69de29bb diff --git a/utils/common/common_calculation.py b/osdag_core/utils/common/common_calculation.py similarity index 100% rename from utils/common/common_calculation.py rename to osdag_core/utils/common/common_calculation.py diff --git a/utils/common/component.py b/osdag_core/utils/common/component.py similarity index 86% rename from utils/common/component.py rename to osdag_core/utils/common/component.py index 8899f286b..a780b10b2 100644 --- a/utils/common/component.py +++ b/osdag_core/utils/common/component.py @@ -1,18 +1,18 @@ -from utils.common.is800_2007 import IS800_2007 -from utils.common.is800_2007 import IS800_2007 -from utils.common.material import * -from utils.common.other_standards import * -from Common import connectdb +from .is800_2007 import IS800_2007 +from .is800_2007 import IS800_2007 +from .material import * +from .other_standards import * +from ...Common import connectdb import sqlite3 import logging -from utils.common.material import Material +from .material import Material from builtins import str -from Common import * +from ...Common import * from pylatex import Math, TikZ, Axis, Plot, Figure, Matrix, Alignat from pylatex.utils import italic, NoEscape import math import numpy as np -from utils.common.common_calculation import * +from .common_calculation import * class Bolt: @@ -22,10 +22,10 @@ def __init__(self, grade=None, diameter=None, bolt_type="", bolt_hole_type="Stan bolt_tensioning=""): if grade is not None: - self.bolt_grade = list(np.float_(grade)) + self.bolt_grade = list(np.float64(grade)) self.bolt_grade.sort(key=float) if diameter is not None: - self.bolt_diameter = list(np.float_(diameter)) + self.bolt_diameter = list(np.float64(diameter)) self.bolt_diameter.sort(key=float) self.bolt_type = bolt_type self.bolt_hole_type = bolt_hole_type @@ -132,8 +132,7 @@ def __repr__(self): repr += "Maximum End Distance: {}\n".format(self.max_end_dist) repr += "Maximum Spacing: {}\n".format(self.max_spacing) repr += "Bolt Shear Capacity: {}\n".format(self.bolt_shear_capacity) - repr += "Bolt Bearing Capacity: {}\n".format( - self.bolt_bearing_capacity) + repr += "Bolt Bearing Capacity: {}\n".format(self.bolt_bearing_capacity) repr += "Bolt Capacity: {}\n".format(self.bolt_capacity) return repr @@ -164,8 +163,7 @@ def calculate_bolt_capacity(self, bolt_diameter_provided, bolt_grade_provided, c self.bolt_diameter_provided = bolt_diameter_provided self.bolt_grade_provided = bolt_grade_provided - [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area( - self.bolt_diameter_provided) + [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area(self.bolt_diameter_provided) [self.bolt_fu, self.bolt_fy] = IS1367_Part3_2002.get_bolt_fu_fy(self.bolt_grade_provided, self.bolt_diameter_provided) @@ -179,8 +177,7 @@ def calculate_bolt_capacity(self, bolt_diameter_provided, bolt_grade_provided, c if t_fu <= t_fu_prev: thk_considered = i[0] fu_considered = i[1] - self.d_0 = IS800_2007.cl_10_2_1_bolt_hole_size( - self.bolt_diameter_provided, self.bolt_hole_type) + self.d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_provided, self.bolt_hole_type) if self.bolt_type == "Bearing Bolt": self.bolt_shear_capacity = IS800_2007.cl_10_3_3_bolt_shear_capacity( f_ub=self.bolt_fu, A_nb=self.bolt_net_area, A_sb=self.bolt_shank_area, n_n=n_planes, n_s=0) @@ -192,21 +189,18 @@ def calculate_bolt_capacity(self, bolt_diameter_provided, bolt_grade_provided, c self.bolt_bearing_capacity = IS800_2007.cl_10_3_4_bolt_bearing_capacity( f_u=fu_considered, f_ub=self.bolt_fu, t=thk_considered, d=self.bolt_diameter_provided, e=e, p=p, bolt_hole_type=self.bolt_hole_type) - self.bolt_capacity = min( - self.bolt_shear_capacity, self.bolt_bearing_capacity) + self.bolt_capacity = min(self.bolt_shear_capacity, self.bolt_bearing_capacity) self.fu_considered = fu_considered self.thk_considered = thk_considered # Since field or shop both is 1.25 we are not taking safety_factor_parameter as input self.gamma_mb = 1.25 if p > 0.0: - self.kb = min(e / (3.0 * self.d_0), p / (3.0 * - self.d_0) - 0.25, self.bolt_fu / fu_considered, 1.0) + self.kb = min(e / (3.0 * self.d_0), p / (3.0 * self.d_0) - 0.25, self.bolt_fu / fu_considered, 1.0) else: self.kb = min(e / (3.0 * self.d_0), self.bolt_fu / fu_considered, 1.0) # calculate k_b when there is no pitch (p = 0) - self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip( - d=self.bolt_diameter_provided, l_g=t_sum) + self.beta_lg = IS800_2007.cl_10_3_3_2_bolt_large_grip(d=self.bolt_diameter_provided, l_g=t_sum) elif self.bolt_type == "Friction Grip Bolt": self.bolt_shear_capacity, self.kh, self.gamma_mf = IS800_2007.cl_10_4_3_bolt_slip_resistance( @@ -231,8 +225,7 @@ def calculate_kb(self, e, p, d_0, f_ub, f_u): if p > 0.0: kb = min(e / (3.0 * d_0), p / (3.0 * d_0) - 0.25, f_ub / f_u, 1.0) else: - # calculate k_b when there is no pitch (p = 0) - kb = min(e / (3.0 * d_0), f_ub / f_u, 1.0) + kb = min(e / (3.0 * d_0), f_ub / f_u, 1.0) # calculate k_b when there is no pitch (p = 0) return round(kb, 2) @@ -247,8 +240,7 @@ def calculate_bolt_tension_capacity(self, bolt_diameter_provided, bolt_grade_pro self.bolt_diameter_provided = bolt_diameter_provided self.bolt_grade_provided = bolt_grade_provided - [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area( - self.bolt_diameter_provided) + [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area(self.bolt_diameter_provided) [self.bolt_fu, self.bolt_fy] = IS1367_Part3_2002.get_bolt_fu_fy(self.bolt_grade_provided, self.bolt_diameter_provided) @@ -262,23 +254,17 @@ def calculate_bolt_tension_capacity(self, bolt_diameter_provided, bolt_grade_pro def calculate_bolt_spacing_limits(self, bolt_diameter_provided, conn_plates_t_fu_fy, n=1): self.single_conn_plates_t_fu_fy = [] - self.single_conn_plates_t_fu_fy.append(tuple([list(conn_plates_t_fu_fy[0])[ - 0]/n, conn_plates_t_fu_fy[0][1], conn_plates_t_fu_fy[0][2]])) + self.single_conn_plates_t_fu_fy.append(tuple([list(conn_plates_t_fu_fy[0])[0]/n, conn_plates_t_fu_fy[0][1], conn_plates_t_fu_fy[0][2]])) self.single_conn_plates_t_fu_fy.append(conn_plates_t_fu_fy[1]) - self.connecting_plates_tk = [i[0] - for i in self.single_conn_plates_t_fu_fy] + self.connecting_plates_tk = [i[0] for i in self.single_conn_plates_t_fu_fy] self.bolt_diameter_provided = bolt_diameter_provided - self.min_pitch = round(IS800_2007.cl_10_2_2_min_spacing( - self.bolt_diameter_provided), 2) - self.min_gauge = round(IS800_2007.cl_10_2_2_min_spacing( - self.bolt_diameter_provided), 2) - self.min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist( - self.bolt_diameter_provided, self.bolt_hole_type, self.edge_type), 2) + self.min_pitch = round(IS800_2007.cl_10_2_2_min_spacing(self.bolt_diameter_provided), 2) + self.min_gauge = round(IS800_2007.cl_10_2_2_min_spacing(self.bolt_diameter_provided), 2) + self.min_edge_dist = round(IS800_2007.cl_10_2_4_2_min_edge_end_dist(self.bolt_diameter_provided, self.bolt_hole_type, self.edge_type), 2) self.min_end_dist = self.min_edge_dist - self.max_spacing = round( - IS800_2007.cl_10_2_3_1_max_spacing(self.connecting_plates_tk), 2) + self.max_spacing = round(IS800_2007.cl_10_2_3_1_max_spacing(self.connecting_plates_tk), 2) self.max_edge_dist = round(IS800_2007.cl_10_2_4_3_max_edge_dist(self.single_conn_plates_t_fu_fy, self.corrosive_influences), 2) @@ -290,19 +276,15 @@ def calculate_bolt_spacing_limits(self, bolt_diameter_provided, conn_plates_t_fu self.max_spacing_round = round_down(self.max_spacing, 5) self.max_edge_dist_round = round_down(self.max_edge_dist, 5) self.max_end_dist_round = round_down(self.max_end_dist, 5) - self.dia_hole = IS800_2007.cl_10_2_1_bolt_hole_size( - self.bolt_diameter_provided, self.bolt_hole_type) + self.dia_hole = IS800_2007.cl_10_2_1_bolt_hole_size(self.bolt_diameter_provided, self.bolt_hole_type) def calculate_bolt_proof_load(self, bolt_diameter_provided, bolt_grade_provided): """ calculate proof load of bolt: F_0 = A_nb*f_0 (f_0 = 0.7*f_ub) """ - [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area( - bolt_diameter_provided) - [self.bolt_fu, self.bolt_fy] = IS1367_Part3_2002.get_bolt_fu_fy( - bolt_grade_provided, bolt_diameter_provided) + [self.bolt_shank_area, self.bolt_net_area] = IS1367_Part3_2002.bolt_area(bolt_diameter_provided) + [self.bolt_fu, self.bolt_fy] = IS1367_Part3_2002.get_bolt_fu_fy(bolt_grade_provided, bolt_diameter_provided) - self.proof_load = (self.bolt_net_area * 0.7 * - self.bolt_fu) / 1000 # kN + self.proof_load = (self.bolt_net_area * 0.7 * self.bolt_fu) / 1000 # kN def calculate_combined_shear_tension_capacity(self, shear_demand, shear_capacity, tension_demand, tension_capacity, bolt_type='Bearing Bolt'): """ """ @@ -311,7 +293,7 @@ def calculate_combined_shear_tension_capacity(self, shear_demand, shear_capacity tension_capacity) # kN else: # "Friction Grip Bolt" self.bolt_combined_capacity = IS800_2007.cl_10_4_6_friction_bolt_combined_shear_and_tension(shear_demand, shear_capacity, tension_demand, - tension_capacity) # kN + tension_capacity) # kN def calculate_beta_for_prying(self, bolt_tensioning): """ """ @@ -337,7 +319,7 @@ def __repr__(self): class Weld: - def __init__(self, material_g_o="", type=KEY_DP_WELD_TYPE_FILLET, fabrication=KEY_DP_FAB_SHOP): + def __init__(self, material_g_o="", type=KEY_DP_WELD_TYPE_FILLET, fabrication= KEY_DP_FAB_SHOP): self.design_status = True self.type = type self.fabrication = fabrication @@ -365,6 +347,7 @@ def __init__(self, material_g_o="", type=KEY_DP_WELD_TYPE_FILLET, fabrication=KE self.reason = 0.0 self.beta_lw = 1.0 + def __repr__(self): repr = "Weld\n" repr += "Size: {}\n".format(self.size) @@ -382,34 +365,28 @@ def set_size(self, weld_size, fusion_face_angle=90): fillet_size=self.size, fusion_face_angle=fusion_face_angle) self.eff_length = IS800_2007.cl_10_5_4_1_fillet_weld_effective_length( fillet_size=self.size, available_length=self.length) - self.lj_factor = IS800_2007.cl_10_5_7_3_weld_long_joint( - l_j=self.eff_length, t_t=self.throat_tk) + self.lj_factor = IS800_2007.cl_10_5_7_3_weld_long_joint(l_j=self.eff_length, t_t=self.throat_tk) def set_min_max_sizes(self, part1_thickness, part2_thickness, special_circumstance=False, fusion_face_angle=90): - self.min_size = IS800_2007.cl_10_5_2_3_min_weld_size( - part1_thickness, part2_thickness) - k = IS800_2007.cl_10_5_3_2_factor_for_throat_thickness( - fusion_face_angle) - self.max_size = (IS800_2007.cl_10_5_3_1_max_weld_throat_thickness( - part1_thickness, part2_thickness, special_circumstance)) / k + self.min_size = IS800_2007.cl_10_5_2_3_min_weld_size(part1_thickness, part2_thickness) + k = IS800_2007.cl_10_5_3_2_factor_for_throat_thickness(fusion_face_angle) + self.max_size = (IS800_2007.cl_10_5_3_1_max_weld_throat_thickness(part1_thickness, part2_thickness, special_circumstance)) / k def get_weld_strength(self, connecting_fu, weld_fabrication, t_weld, weld_angle): # connecting_fu.append(self.fu) - f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress( - connecting_fu, weld_fabrication) + f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress(connecting_fu, weld_fabrication) self.throat_tk = \ - round(IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness - (t_weld, weld_angle), 2) + round(IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness \ + (t_weld, weld_angle), 2) weld_strength = round(f_wd * self.throat_tk, 2) self.strength = weld_strength def get_weld_strength_lj(self, connecting_fu, weld_fabrication, t_weld, weld_angle, length): - f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress( - connecting_fu, weld_fabrication) + f_wd = IS800_2007.cl_10_5_7_1_1_fillet_weld_design_stress(connecting_fu, weld_fabrication) self.throat_tk = \ - round(IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness - (t_weld, weld_angle), 2) + round(IS800_2007.cl_10_5_3_2_fillet_weld_effective_throat_thickness \ + (t_weld, weld_angle), 2) weld_strength = round(f_wd * self.throat_tk, 2) self.strength = weld_strength @@ -424,8 +401,7 @@ def get_weld_stress(self, weld_shear, weld_axial, l_weld, weld_twist=0.0, Ip_wel V_wv = weld_shear / l_weld A_wh = weld_axial / l_weld - weld_stress = round( - math.sqrt((T_wh + A_wh) ** 2 + (T_wv + V_wv) ** 2), 2) + weld_stress = round(math.sqrt((T_wh + A_wh) ** 2 + (T_wv + V_wv) ** 2), 2) self.stress = weld_stress def weld_size(self, plate_thickness, member_thickness, edge_type="Square"): @@ -491,7 +467,7 @@ def __init__(self, thickness=[], height=0.0, Innerheight=0.0, length=0.0, Innerl self.design_status_capacity = False self.reason = "" if thickness: - self.thickness = list(np.float_(thickness)) + self.thickness = list(np.float64(thickness)) self.thickness.sort(key=float) else: self.thickness = 0.0 @@ -581,15 +557,11 @@ def get_spacing_adjusted(self, gauge_pitch, edge_end, max_spacing): def get_web_plate_l_bolts_one_line(self, web_plate_h_max, web_plate_h_min, bolts_required, edge_dist, gauge, min_bolts_one_line=2, min_bolt_line=1): - max_bolts_one_line = int( - ((web_plate_h_max - (2 * edge_dist)) / gauge) + 1) + max_bolts_one_line = int(((web_plate_h_max - (2 * edge_dist)) / gauge) + 1) if max_bolts_one_line >= min_bolts_one_line: - bolt_line = max(int( - math.ceil((float(bolts_required) / float(max_bolts_one_line)))), min_bolt_line) - bolts_one_line = max( - int(math.ceil(float(bolts_required) / float(bolt_line))), min_bolts_one_line) - height = max(web_plate_h_min, self.get_web_plate_h_req( - bolts_one_line, gauge, edge_dist)) + bolt_line = max(int(math.ceil((float(bolts_required) / float(max_bolts_one_line)))), min_bolt_line) + bolts_one_line = max(int(math.ceil(float(bolts_required) / float(bolt_line))), min_bolts_one_line) + height = max(web_plate_h_min, self.get_web_plate_h_req(bolts_one_line, gauge, edge_dist)) self.spacing_status = True return bolt_line, bolts_one_line, height else: @@ -602,9 +574,7 @@ def get_flange_plate_l_bolts_one_line(self, flange_plate_h_max, flange_plate_h_m gauge, web_thickness, root_radius): # todo anjalinew # max_bolts_one_line = int(((flange_plate_h_max - (2 * edge_dist)) / gauge) + 1) - # print("max_bolts_one_line", max_bolts_one_line) - possible_bolt = (flange_plate_h_max / 2 - - web_thickness / 2 - 2 * edge_dist) - root_radius + possible_bolt = (flange_plate_h_max / 2 - web_thickness / 2 - 2 * edge_dist) - root_radius if possible_bolt > 0: bolt_one_side = int(possible_bolt / gauge + 1) max_bolts_one_line = 2 * bolt_one_side @@ -612,8 +582,7 @@ def get_flange_plate_l_bolts_one_line(self, flange_plate_h_max, flange_plate_h_m if max_bolts_one_line >= 2: print("bolts_required", bolts_required) - bolt_line = max( - int(math.ceil((float(bolts_required) / float(max_bolts_one_line)))), 1) + bolt_line = max(int(math.ceil((float(bolts_required) / float(max_bolts_one_line)))), 1) bolts_one_line = min(round_up(int(math.ceil(float(bolts_required) / float(bolt_line))), 2, 2), max_bolts_one_line) print("bbbb1", bolt_line, bolts_one_line) @@ -646,7 +615,7 @@ def get_flange_plate_l_bolts_one_line(self, flange_plate_h_max, flange_plate_h_m height = 0 return bolt_line, bolts_one_line, height - def get_gauge_edge_dist(self, web_plate_h, bolts_one_line, edge_dist, max_spacing, max_edge_dist, rounddown=False): + def get_gauge_edge_dist(self, web_plate_h, bolts_one_line, edge_dist, max_spacing, max_edge_dist,rounddown=False): """ :param web_plate_l: height of plate @@ -660,17 +629,14 @@ def get_gauge_edge_dist(self, web_plate_h, bolts_one_line, edge_dist, max_spacin if bolts_one_line > 1: if rounddown is True: - gauge = round_down( - (web_plate_h - (2 * edge_dist)) / (bolts_one_line - 1), multiplier=5) + gauge = round_down((web_plate_h - (2 * edge_dist)) / (bolts_one_line - 1), multiplier=5) else: - gauge = round_up((web_plate_h - (2 * edge_dist)) / - (bolts_one_line - 1), multiplier=5) + gauge = round_up((web_plate_h - (2 * edge_dist)) / (bolts_one_line - 1), multiplier=5) web_plate_h = gauge * (bolts_one_line - 1) + edge_dist * 2 if gauge > max_spacing: - gauge, edge_dist = self.get_spacing_adjusted( - gauge, edge_dist, max_spacing) + gauge, edge_dist = self.get_spacing_adjusted(gauge, edge_dist, max_spacing) if edge_dist >= max_edge_dist: # TODO: add maximum plate height limit # TODO: add one more bolt to satisfy spacing criteria?? Its better to give false as output, @@ -702,21 +668,18 @@ def get_gauge_edge_dist_flange(self, flange_plate_h, gauge = (int( (flange_plate_h / 2 - web_thickness / 2 - (2 * edge_dist) - root_radius) / (bolts_one_line / 2 - 1))) # edge_dist = round( - float((flange_plate_h / 2 - web_thickness / 2 - - root_radius - ((bolts_one_line / 2 - 1) * gauge)) / 2), + float((flange_plate_h / 2 - web_thickness / 2 - root_radius - ((bolts_one_line / 2 - 1) * gauge)) / 2), 2) else: gauge = 0 edge_dist = round( - float((flange_plate_h / 2 - web_thickness / 2 - - root_radius - ((bolts_one_line / 2 - 1) * gauge)) / 2), + float((flange_plate_h / 2 - web_thickness / 2 - root_radius - ((bolts_one_line / 2 - 1) * gauge)) / 2), 2) # multiplier=5) # web_plate_h = gauge*(bolts_one_line - 1) + edge_dist*2 if gauge > max_spacing: - gauge, edge_dist = self.get_spacing_adjusted( - gauge, edge_dist, max_spacing) + gauge, edge_dist = self.get_spacing_adjusted(gauge, edge_dist, max_spacing) if edge_dist >= max_edge_dist: # TODO: add one more bolt to satisfy spacing criteria flange_plate_h = False @@ -752,7 +715,6 @@ def get_vres(self, bolts_one_line, pitch, gauge, bolt_line, shear_load, axial_lo tmv = moment_demand * xmax / sigma_r_sq abh = axial_load / (bolts_one_line * bolt_line) vres = math.sqrt((vbv + tmv) ** 2 + (tmh + abh) ** 2) - print('rsq,vres', sigma_r_sq, vres) self.ymax = ymax self.xmax = xmax self.sigma_r_sq = sigma_r_sq @@ -768,7 +730,7 @@ def get_vres(self, bolts_one_line, pitch, gauge, bolt_line, shear_load, axial_lo def get_bolt_red(self, bolts_one_line, gauge, bolts_line, pitch, bolt_capacity, bolt_dia, end_dist=0.0, gap=0.0, edge_dist=0.0, root_radius=0.0, - web_thickness=0.0, beta_lg=1.0): + web_thickness=0.0, beta_lg = 1.0): """ :param bolts_one_line: bolts in one line :param gauge: gauge @@ -777,8 +739,7 @@ def get_bolt_red(self, bolts_one_line, gauge, bolts_line, :return: reduced bolt capacity if long joint condition is met """ if end_dist == 0.0 and gap == 0.0: - self.length_avail = max( - ((bolts_one_line - 1) * gauge), ((bolts_line - 1) * pitch)) + self.length_avail = max(((bolts_one_line - 1) * gauge), ((bolts_line - 1) * pitch)) if self.length_avail > 15 * bolt_dia: self.beta_lj = 1.075 - self.length_avail / (200 * bolt_dia) print('long joint case') @@ -795,30 +756,30 @@ def get_bolt_red(self, bolts_one_line, gauge, bolts_line, else: if web_thickness == 0.0: self.length_avail = max((2 * (((bolts_line - 1) * pitch) + end_dist) + (2 * gap)), - ((bolts_one_line - 1) * gauge)) + ((bolts_one_line - 1) * gauge)) else: midgauge = 2 * (edge_dist + root_radius) + web_thickness self.length_avail = max((2 * (((bolts_line - 1) * pitch) + end_dist) + (2 * gap)), - (((bolts_one_line / 2 - 1) * gauge) + midgauge)) + (((bolts_one_line / 2 - 1) * gauge) + midgauge)) if self.length_avail > 15 * bolt_dia: self.beta_lj = 1.075 - self.length_avail / (200 * bolt_dia) - if self.beta_lj > 1: + if self.beta_lj > 1: self.beta_lj = 1.0 - elif self.beta_lj < 0.75: + elif self.beta_lj < 0.75: self.beta_lj = 0.75 else: - self.beta_lj = round(self.beta_lj, 2) - bolt_capacity_red = round(self.beta_lj, 2) * bolt_capacity - print('beta', round(self.beta_lj, 2)) + self.beta_lj = round(self.beta_lj, 2) + bolt_capacity_red = round( self.beta_lj, 2) * bolt_capacity + print('beta', round( self.beta_lj, 2)) else: self.beta_lj = 1.0 bolt_capacity_red = bolt_capacity self.beta_lg = beta_lg - if self.beta_lg >= self.beta_lj and self.beta_lg != 1: + if self.beta_lg >= self.beta_lj and self.beta_lg !=1: self.beta_lg = self.beta_lj bolt_capacity_red = bolt_capacity_red * self.beta_lg - elif self.beta_lg < self.beta_lj and self.beta_lg != 1: + elif self.beta_lg < self.beta_lj and self.beta_lg !=1: bolt_capacity_red = bolt_capacity_red * self.beta_lg else: bolt_capacity_red = bolt_capacity_red * self.beta_lg @@ -839,7 +800,8 @@ def get_bolt_red(self, bolts_one_line, gauge, bolts_line, def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt_capacity, min_edge_dist, min_gauge, max_spacing, max_edge_dist, shear_load=0.0, axial_load=0.0, web_moment=0.0, gap=0.0, shear_ecc=False, bolt_line_limit=math.inf, min_bolts_one_line=2, min_bolt_line=1, - joint=None, min_pitch=None, beta_lg=1.0, min_end_dist=0.0): + joint=None, min_pitch=None, beta_lg = 1.0 ,min_end_dist =0.0): + """ :param bolt_dia: diameter of bolt @@ -861,11 +823,10 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt length = 0.0 count = 0.0 resultant_force = math.sqrt(shear_load ** 2 + axial_load ** 2) - bolts_required = max(int(math.ceil( - resultant_force / bolt_capacity)), min_bolt_line * min_bolts_one_line) + bolts_required = max(int(math.ceil(resultant_force / bolt_capacity)), min_bolt_line * min_bolts_one_line) [bolt_line, bolts_one_line, web_plate_h] = \ - self.get_web_plate_l_bolts_one_line( - web_plate_h_max, web_plate_h_min, bolts_required, min_edge_dist, min_gauge, min_bolts_one_line, min_bolt_line) + self.get_web_plate_l_bolts_one_line(web_plate_h_max, web_plate_h_min, bolts_required + , min_edge_dist, min_gauge, min_bolts_one_line, min_bolt_line) count = 0 if min_end_dist == 0.0: end_dist = min_edge_dist @@ -880,10 +841,8 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt self.gauge_provided = min_gauge self.edge_dist_provided = min_edge_dist self.end_dist_provided = end_dist - self.length = gap + self.end_dist_provided * 2 + \ - self.pitch_provided * (self.bolt_line - 1) - self.height = self.get_web_plate_h_req( - self.bolts_one_line, self.gauge_provided, self.edge_dist_provided) + self.length = gap + self.end_dist_provided * 2 + self.pitch_provided * (self.bolt_line - 1) + self.height = self.get_web_plate_h_req(self.bolts_one_line, self.gauge_provided , self.edge_dist_provided) self.reason = "Can't fit two bolts in one line. Select lower diameter." elif bolt_line < min_bolt_line: self.design_status = False @@ -907,6 +866,7 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt else: pitch = min_gauge + if shear_ecc is True: # If check for shear eccentricity is true, resultant force in bolt is calculated ecc = (pitch * max((bolt_line - 1)/2, 0)) + end_dist + gap @@ -929,8 +889,7 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt while (bolt_line <= bolt_line_limit and vres > bolt_capacity_red) or web_plate_h == False: if web_plate_h is not False: - print("entered web plate details loop for bolt force:", vres, "bolt capaity reduced:", - bolt_capacity_red) + # bolt_capacity_red) [gauge, edge_dist, web_plate_h_recalc] = self.get_gauge_edge_dist(web_plate_h + 10, bolts_one_line, min_edge_dist, max_spacing, max_edge_dist) @@ -962,6 +921,7 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt else: pitch = min_gauge + if shear_ecc is True: # If check for shear eccentricity is true, resultant force in bolt is calculated ecc = (pitch * max((bolt_line - 1)/2, 0)) + end_dist + gap @@ -972,6 +932,7 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt moment_demand = 0.0 vres = resultant_force / (bolt_line * bolts_one_line) + if joint == None: bolt_capacity_red = self.get_bolt_red(bolts_one_line, gauge, bolt_line, pitch, bolt_capacity, @@ -985,8 +946,6 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt self.design_status = False self.reason = "Bolt line limit is reached. Select higher grade/Diameter or choose different connection" else: - print("passed the web plate details loop for bolt force:", vres, "bolt capaity reduced:", - bolt_capacity_red, "no. of bolts:", bolt_line * bolts_one_line, "height", web_plate_h) self.design_status = True self.length = gap + end_dist * 2 + pitch * (bolt_line - 1) @@ -1004,7 +963,7 @@ def get_web_plate_details(self, bolt_dia, web_plate_h_min, web_plate_h_max, bolt def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_max, bolt_capacity, min_edge_dist, min_gauge, max_spacing, max_edge_dist, web_thickness, root_radius, - shear_load=0.0, axial_load=0.0, gap=0.0, bolt_line_limit=math.inf, joint=None, beta_lg=1.0): + shear_load=0.0, axial_load=0.0, gap=0.0, bolt_line_limit=math.inf, joint=None,beta_lg = 1.0): # todo anjali """ @@ -1026,6 +985,7 @@ def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_ res_force = math.sqrt(shear_load ** 2 + axial_load ** 2) bolts_required = max(int(math.ceil(res_force / bolt_capacity)), 2) + [bolt_line, bolts_one_line, flange_plate_h] = self.get_flange_plate_l_bolts_one_line(flange_plate_h_max, flange_plate_h_min, bolts_required, @@ -1057,11 +1017,11 @@ def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_ if joint == None: bolt_capacity_red = self.get_bolt_red(bolts_one_line, gauge, bolt_line, pitch, bolt_capacity, - bolt_dia, beta_lg=beta_lg) + bolt_dia,beta_lg= beta_lg) else: bolt_capacity_red = self.get_bolt_red(bolts_one_line, gauge, bolt_line, pitch, bolt_capacity, - bolt_dia, end_dist, gap, edge_dist, root_radius, web_thickness, beta_lg=beta_lg) + bolt_dia, end_dist, gap, edge_dist, root_radius, web_thickness, beta_lg= beta_lg) # while bolt_line <= bolt_line_limit and vres > bolt_capacity_red: # [gauge, edge_dist, flange_plate_h] = \ @@ -1079,8 +1039,6 @@ def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_ min_edge_dist, max_spacing, max_edge_dist, web_thickness, root_radius) - print("boltdetailsasaa", bolt_line, - bolts_one_line, flange_plate_h) if bolt_line == 1: pitch = 0.0 else: @@ -1089,13 +1047,12 @@ def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_ if joint == None: bolt_capacity_red = self.get_bolt_red(bolts_one_line, gauge, bolt_line, pitch, bolt_capacity, - bolt_dia, beta_lg=beta_lg) + bolt_dia,beta_lg= beta_lg) else: bolt_capacity_red = self.get_bolt_red(bolts_one_line, gauge, bolt_line, pitch, bolt_capacity, bolt_dia, end_dist, gap, edge_dist, root_radius, - web_thickness, beta_lg=beta_lg) - print("boltforce", vres, bolt_capacity_red) + web_thickness,beta_lg= beta_lg) # convergence = bolt_capacity_red - vres # # if convergence < 0: @@ -1132,8 +1089,8 @@ def get_flange_plate_details(self, bolt_dia, flange_plate_h_min, flange_plate_h_ self.edge_dist_provided = edge_dist self.end_dist_provided = end_dist - # Function for block shear capacity calculation l_g =length_g + # Function for block shear capacity calculation l_g =length_g def blockshear(self, numrow, numcol, pitch, gauge, thk, end_dist, edge_dist, dia_hole, fy, fu): ''' @@ -1153,11 +1110,9 @@ def blockshear(self, numrow, numcol, pitch, gauge, thk, end_dist, edge_dist, dia ''' Avg = thk * ((numrow - 1) * gauge + edge_dist) - Avn = thk * ((numrow - 1) * gauge + edge_dist - - (numrow - 0.5) * dia_hole) + Avn = thk * ((numrow - 1) * gauge + edge_dist - (numrow - 0.5) * dia_hole) Atg = thk * (pitch * (numcol - 1) + end_dist) - Atn = thk * (pitch * (numcol - 1) + end_dist - - (numcol - 0.5) * dia_hole) + Atn = thk * (pitch * (numcol - 1) + end_dist - (numcol - 0.5) * dia_hole) Tdb1 = (Avg * fy / (math.sqrt(3) * 1.1) + 0.9 * Atn * fu / 1.25) Tdb2 = (0.9 * Avn * fu / (math.sqrt(3) * 1.25) + Atg * fy / 1.1) @@ -1188,10 +1143,8 @@ def tension_blockshear_area_input(self, A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ - 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / \ - (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) # Tdb = round(Tdb, 3) self.block_shear_capacity = round(Tdb, 2) @@ -1253,23 +1206,18 @@ def shear_rupture_b(self, length, thickness, bolts_one_line, dia_hole, fu): self.shear_rupture_capacity = round(R_n, 2) def get_moment_cacacity(self, fy, plate_tk, plate_len): - self.moment_capacity = 1.2 * \ - (fy / 1.1) * (plate_tk * plate_len ** 2) / 6 + self.moment_capacity = 1.2 * (fy / 1.1) * (plate_tk * plate_len ** 2) / 6 def cleat_angle_check(self, h, t, nr, nc, p, en, g, ed, dh, fu, fy, m_d, h_max, v, n=2): self.design_status = False - self.cleat_shear_capacity = IS800_2007.cl_8_4_design_shear_strength( - n*h*t, fy) - self.cleat_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength( - n*t*h*h/6, n*t*h*h/4, fy, 'plastic') + self.cleat_shear_capacity = IS800_2007.cl_8_4_design_shear_strength(n*h*t, fy) + self.cleat_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(n*t*h*h/6, n*t*h*h/4, fy, 'plastic') self.blockshear(nr, nc, g, p, n*t, ed, en, dh, fy, fu) while (self.cleat_shear_capacity < v or self.block_shear_capacity < v or self.cleat_moment_capacity < m_d) and h_max-h >= 10: h += 10 ed += 5 - self.cleat_shear_capacity = IS800_2007.cl_8_4_design_shear_strength( - n*h*t, fy) - self.cleat_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength( - n*t*h*h/6, n*t*h*h/4, fy, 'plastic') + self.cleat_shear_capacity = IS800_2007.cl_8_4_design_shear_strength(n*h*t, fy) + self.cleat_moment_capacity = IS800_2007.cl_8_2_1_2_design_moment_strength(n*t*h*h/6, n*t*h*h/4, fy, 'plastic') self.blockshear(nr, nc, g, p, n*t, ed, en, dh, fy, fu) self.height = h if self.cleat_shear_capacity < v or self.block_shear_capacity < v or self.cleat_moment_capacity < m_d: @@ -1295,17 +1243,12 @@ def __repr__(self): repr += "End Distance Provided: {}\n".format(self.end_dist_provided) repr += "Block Shear Capacity: {}\n".format(self.block_shear_capacity) - repr += "Shear Yielding Capacity: {}\n".format( - self.shear_yielding_capacity) - repr += "Shear Rupture Capacity: {}\n".format( - self.shear_rupture_capacity) - - repr += "shear_capacity_web_plate: {}\n".format( - self.shear_capacity_web_plate) - repr += "tension_capacity_web plate: {}\n".format( - self.tension_capacity_web_plate) - repr += "tension_capacity_flange_plate: {}\n".format( - self.tension_capacity_flange_plate) + repr += "Shear Yielding Capacity: {}\n".format(self.shear_yielding_capacity) + repr += "Shear Rupture Capacity: {}\n".format(self.shear_rupture_capacity) + + repr += "shear_capacity_web_plate: {}\n".format(self.shear_capacity_web_plate) + repr += "tension_capacity_web plate: {}\n".format(self.tension_capacity_web_plate) + repr += "tension_capacity_flange_plate: {}\n".format(self.tension_capacity_flange_plate) repr += "Moment Capacity: {}\n".format(self.moment_capacity) return repr @@ -1315,12 +1258,13 @@ class ISection(Material): def __init__(self, designation, material_grade="", table=""): if table == "": - table = "Beams" if designation in connectdb( - "Beams", "popup") else "Columns" - # table = "Beams" if designation in connectdb( - # "Beams", "popup") else "Columns" - self.connect_to_database_update_other_attributes( - table, designation, material_grade) + table = "Beams" if designation in connectdb("Beams", "popup") else "Columns" + if table == "Channels": + self.connect_to_database_update_other_attributes_channels(table, designation, material_grade) + elif table == "Beams and Columns": + self.connect_to_database_update_other_attributes(table, designation, material_grade, tables_combined=True) + else: + self.connect_to_database_update_other_attributes(table, designation, material_grade) self.design_status = True self.designation = designation self.type = "Rolled" @@ -1359,15 +1303,23 @@ def __init__(self, designation, material_grade="", table=""): # self.member_rup_eqn = 0.0 # self.member_block_eqn = 0.0 - def connect_to_database_update_other_attributes(self, table, designation, material_grade=""): + def connect_to_database_update_other_attributes(self, table, designation, material_grade="", tables_combined=False): conn = sqlite3.connect(PATH_TO_DATABASE) - if table == "": - table = "Beams" if designation in connectdb( - "Beams", "popup") else "Columns" - db_query = "SELECT * FROM " + table + " WHERE Designation = ?" - cur = conn.cursor() - cur.execute(db_query, (designation,)) + if tables_combined: + db_query = f"SELECT * FROM Beams WHERE Designation = ? UNION SELECT * FROM Columns WHERE Designation = ?" + cur = conn.cursor() + cur.execute(db_query, (designation, designation)) + else: + db_query = "SELECT * FROM " + table + " WHERE Designation = ?" + cur = conn.cursor() + cur.execute(db_query, (designation,)) row = cur.fetchone() + if row is None: + conn.close() + raise ValueError( + f"Section '{designation}' not found in " + f"{'Beams/Columns' if tables_combined else table} table of the database." + ) self.mass = row[2] self.area = row[3] * 100 self.depth = row[4] @@ -1386,7 +1338,7 @@ def connect_to_database_update_other_attributes(self, table, designation, materi self.elast_sec_mod_z = round(row[15] * 1000, 2) self.elast_sec_mod_y = round(row[16] * 1000, 2) self.plast_sec_mod_z = round(row[17], 2) - from utils.common.Section_Properties_Calculator import I_sectional_Properties + from .Section_Properties_Calculator import I_sectional_Properties if self.plast_sec_mod_z is None: # Todo: add in database self.plast_sec_mod_z = round(I_sectional_Properties().calc_PlasticModulusZpz(self.depth, self.flange_width, self.web_thickness, @@ -1405,17 +1357,77 @@ def connect_to_database_update_other_attributes(self, table, designation, materi self.plast_sec_mod_y = round(row[18] * 1000, 2) self.It = round(I_sectional_Properties().calc_TorsionConstantIt(self.depth, self.flange_width, - self.web_thickness, - self.flange_thickness) * 10 ** 4, 2) \ + self.web_thickness, + self.flange_thickness) * 10 ** 4, 2) \ if row[19] is None else round(row[19] * 10 ** 4, 2) self.Iw = I_sectional_Properties().calc_WarpingConstantIw(self.depth, self.flange_width, - self.web_thickness, self.flange_thickness) * 10 ** 6 \ + self.web_thickness, self.flange_thickness) * 10 ** 6 \ if row[20] is None else round(row[20] * 10 ** 6, 2) self.source = row[21] self.type = 'Rolled' if row[22] is None else row[22] conn.close() + def connect_to_database_update_other_attributes_channels(self, table, designation, material_grade=""): + conn = sqlite3.connect(PATH_TO_DATABASE) + db_query = "SELECT * FROM " + table + " WHERE Designation = ?" + cur = conn.cursor() + cur.execute(db_query, (designation,)) + row = cur.fetchone() + if row is None: + conn.close() + raise ValueError( + f"Section '{designation}' not found in '{table}' table of the database." + ) + self.mass = row[2] + self.area = row[3] * 100 + self.depth = row[4] + self.flange_width = row[5] + self.web_thickness = row[6] + self.flange_thickness = row[7] + max_thickness = max(self.flange_thickness, self.web_thickness) + super(ISection, self).__init__(material_grade, max_thickness) + self.flange_slope = row[8] + self.root_radius = round(row[9], 2) + self.toe_radius = round(row[10], 2) + self.centre_of_greavity = round(row[11], 2) + self.mom_inertia_z = round(row[12] * 10000, 2) + self.mom_inertia_y = round(row[13] * 10000, 2) + self.rad_of_gy_z = round(row[14] * 10, 2) + self.rad_of_gy_y = round(row[15] * 10, 2) + self.elast_sec_mod_z = round(row[16] * 1000, 2) + self.elast_sec_mod_y = round(row[17] * 1000, 2) + self.plast_sec_mod_z = round(row[18], 2) + from .Section_Properties_Calculator import I_sectional_Properties + if self.plast_sec_mod_z is None: # Todo: add in database + self.plast_sec_mod_z = round(I_sectional_Properties().calc_PlasticModulusZpz(self.depth, self.flange_width, + self.web_thickness, + self.flange_thickness) * 1000, + 2) + else: + self.plast_sec_mod_z = round(row[18] * 1000, 2) + + self.plast_sec_mod_y = round(row[19] * 1000, 2) + if self.plast_sec_mod_y is None: # Todo: add in database + self.plast_sec_mod_y = round(I_sectional_Properties().calc_PlasticModulusZpy(self.depth, self.flange_width, + self.web_thickness, + self.flange_thickness) * 1000, + 2) + else: + self.plast_sec_mod_y = round(row[19] * 1000, 2) + + self.It = round(I_sectional_Properties().calc_TorsionConstantIt(self.depth, self.flange_width, + self.web_thickness, + self.flange_thickness) * 10 ** 4, 2) \ + if row[19] is None else round(row[20] * 10 ** 4, 2) + self.Iw = I_sectional_Properties().calc_WarpingConstantIw(self.depth, self.flange_width, + self.web_thickness, self.flange_thickness) * 10 ** 6 \ + if row[20] is None else round(row[21] * 10 ** 6, 2) + self.source = row[22] + self.type = 'Rolled' if row[23] is None else row[23] + + conn.close() + def tension_member_yielding(self, A_g, F_y): "design strength of members under axial tension,T_dg,as governed by yielding of gross section" "A_g = gross area of cross-section" @@ -1469,8 +1481,7 @@ def tension_member_design_due_to_rupture_of_critical_section(self, A_nc, A_go, F self.beta = round(self.beta, 2) - T_dn = (0.9 * A_nc * F_u / gamma_m1) + \ - (self.beta * A_go * F_y / gamma_m0) + T_dn = (0.9 * A_nc * F_u / gamma_m1) + (self.beta * A_go * F_y / gamma_m0) # w = str(w) # t = str(t) # fy = str(F_y) @@ -1516,10 +1527,8 @@ def tension_blockshear_area_input(self, A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ - 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / \ - (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) # Tdb = round(Tdb, 3) # A_vg = str(A_vg) @@ -1595,10 +1604,11 @@ def design_check_for_slenderness(self, K, L, r): self.slenderness = round(slender, 2) + def plastic_moment_capacty(self, beta_b, Z_p, fy): gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - self.plastic_moment_capactiy = beta_b * \ - Z_p * fy / (gamma_m0) # Nm # for section + self.plastic_moment_capactiy = beta_b * Z_p * fy / (gamma_m0) # Nm # for section + def moment_d_deformation_criteria(self, fy, Z_e): """ @@ -1614,14 +1624,11 @@ def __repr__(self): repr += "fu: {}\n".format(self.fu) # repr += "shear yielding capacity: {}\n".format(self.shear_yielding_capacity) - repr += "tension yielding capacity: {}\n".format( - self.tension_yielding_capacity) + repr += "tension yielding capacity: {}\n".format(self.tension_yielding_capacity) - repr += "tension_capacity_flange: {}\n".format( - self.tension_capacity_flange) + repr += "tension_capacity_flange: {}\n".format(self.tension_capacity_flange) repr += "tension_capacity_web: {}\n".format(self.tension_capacity_web) - repr += "shear_capacity_flange: {}\n".format( - self.shear_capacity_flange) + repr += "shear_capacity_flange: {}\n".format(self.shear_capacity_flange) repr += "shear_capacity_web: {}\n".format(self.shear_capacity_web) return repr @@ -1629,24 +1636,23 @@ def __repr__(self): class Beam(ISection): def __init__(self, designation, material_grade): - super(Beam, self).__init__(designation, material_grade, "Beams") + super(Beam, self).__init__(designation, material_grade, "Beams and Columns") def min_plate_height(self): - return 0.6 * (self.depth - 2*self.root_radius - 2*self.flange_thickness) + return 0.6 * (self.depth- 2*self.root_radius - 2*self.flange_thickness) def max_plate_height(self, connectivity=None, notch_height=0.0): if connectivity in VALUES_CONN_1 or connectivity == None: clear_depth = self.depth - 2 * self.flange_thickness - 2 * self.root_radius else: - clear_depth = self.depth - notch_height - \ - self.flange_thickness - self.root_radius + clear_depth = self.depth - notch_height - self.flange_thickness - self.root_radius return clear_depth class Column(ISection): def __init__(self, designation, material_grade): - super(Column, self).__init__(designation, material_grade, "Columns") + super(Column, self).__init__(designation, material_grade, "Beams and Columns") def min_plate_height(self): return 0.6 * self.depth @@ -1659,8 +1665,7 @@ def max_plate_height(self): class Channel(Material): def __init__(self, designation, material_grade): - self.connect_to_database_update_other_attributes( - designation, material_grade) + self.connect_to_database_update_other_attributes(designation, material_grade) # self.length =0.0 def connect_to_database_update_other_attributes(self, designation, material_grade): @@ -1691,7 +1696,7 @@ def connect_to_database_update_other_attributes(self, designation, material_grad self.plast_sec_mod_z = row[18] * 1000 self.plast_sec_mod_y = row[19] * 1000 self.It = row[20] * 10 ** 4 - self.Iw = row[21] * 10 ** 6 + self.Iw = row[21] * 10 ** 6 self.source = row[22] self.type = 'Rolled' if row[23] is None else row[23] @@ -1757,8 +1762,7 @@ def tension_member_design_due_to_rupture_of_critical_section(self, A_nc, A_go, F self.beta = round(self.beta, 2) - T_dn = (0.9 * A_nc * F_u / gamma_m1) + \ - (self.beta * A_go * F_y / gamma_m0) + T_dn = (0.9 * A_nc * F_u / gamma_m1) + (self.beta * A_go * F_y / gamma_m0) # w = str(w) # t = str(t) # fy = str(F_y) @@ -1804,10 +1808,8 @@ def tension_blockshear_area_input(self, A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ - 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / \ - (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) # Tdb = round(Tdb, 3) # A_vg = str(A_vg) @@ -1841,36 +1843,31 @@ def min_rad_gyration_calc(self, key, subkey, mom_inertia_y, mom_inertia_z, area, min_rad = min(rad_y, rad_z) elif key == 'Back to Back Channels' and subkey == "Web": - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = 2 * mom_inertia_z I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == "Back to Back Angles" and subkey == 'Long Leg': - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = 2 * mom_inertia_z I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Back to Back Angles' and subkey == 'Short Leg': - Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) - * (Cg_2 + thickness / 2))) * 2 + Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) * (Cg_2 + thickness / 2))) * 2 Iyy = 2 * mom_inertia_y I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Star Angles' and subkey == 'Long Leg': - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = (mom_inertia_z + (area * Cg_2 * Cg_2)) * 2 I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Star Angles' and subkey == 'Short Leg': - Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) - * (Cg_2 + thickness / 2))) * 2 + Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) * (Cg_2 + thickness / 2))) * 2 Iyy = (mom_inertia_y + (area * Cg_1 * Cg_1)) * 2 I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) @@ -1890,8 +1887,7 @@ def design_check_for_slenderness(self, K, L, r): def plastic_moment_capacty(self, beta_b, Z_p, fy): gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - self.plastic_moment_capactiy = beta_b * \ - Z_p * fy / (gamma_m0) # Nm # for section + self.plastic_moment_capactiy = beta_b * Z_p * fy / (gamma_m0) # Nm # for section def moment_d_deformation_criteria(self, fy, Z_e): """ @@ -1904,8 +1900,7 @@ def moment_d_deformation_criteria(self, fy, Z_e): class Angle(Material): def __init__(self, designation, material_grade=""): self.designation = designation - self.connect_to_database_update_other_attributes( - designation, material_grade) + self.connect_to_database_update_other_attributes(designation, material_grade) self.block_shear_capacity_axial = 0.0 # self.length = 0.0 @@ -1915,6 +1910,7 @@ def connect_to_database_update_other_attributes(self, designation, material_grad # db_query = "SELECT AXB, t FROM Angles WHERE Designation = ?" db_query = "SELECT * FROM Angles WHERE Designation = ?" cur = conn.cursor() + cur.execute(db_query, (designation,)) row = cur.fetchone() @@ -1953,17 +1949,19 @@ def connect_to_database_update_other_attributes(self, designation, material_grad self.It = row[24] * 10 ** 4 self.source = row[25] self.type = 'Rolled' if row[26] is None else row[26] - conn.close() def angle_weld_length(self, weld_strength, depth_weld, force, C, depth): - "Function to calculate weld length for angles based on the force transfer pattern" - f2 = weld_strength * depth_weld - f3 = force * (1 - C / depth) - f2 / 2 - l3 = f3 / weld_strength + "Weld lengths for angles, distributing force between heel and toe sides" - return l3 + f_web = weld_strength * depth_weld + f_heel = force * (1 - C / depth) - f_web / 2 + f_toe = force * (C / depth) - f_web / 2 + l_heel = f_heel / weld_strength + l_toe = f_toe / weld_strength + + return l_heel, l_toe def get_available_seated_list(self, input_angle_list, max_leg_length=math.inf, min_leg_length=0.0, position="outer", t_min=0.0): @@ -1980,10 +1978,7 @@ def get_available_seated_list(self, input_angle_list, max_leg_length=math.inf, m if operator.le(max(leg_a_length, leg_b_length), max_leg_length_outer) and operator.ge( min(leg_a_length, leg_b_length), min_leg_length_outer) and leg_a_length == leg_b_length \ and operator.eq(t, t_min): - # print("appended", designation) available_angles.append(designation) - else: - print("popped", designation) return available_angles def tension_member_yielding(self, A_g, F_y): @@ -2008,6 +2003,7 @@ def tension_member_yielding(self, A_g, F_y): # self.member_yield_eqn = member_yield_eqn # logger.warning(" : You are using a section (in red color) that is not available in latest version of IS 808") + def tension_member_design_due_to_rupture_of_critical_section(self, A_nc, A_go, F_u, F_y, L_c, w, b_s, t): "design strength,T_dn,as governed by rupture at net section" "A_n = net area of the total cross-section" @@ -2023,6 +2019,7 @@ def tension_member_design_due_to_rupture_of_critical_section(self, A_nc, A_go, F "gamma_m0 = partial safety factor for failure in tension by yielding" "F_y = yield stress of the material" + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] @@ -2039,8 +2036,7 @@ def tension_member_design_due_to_rupture_of_critical_section(self, A_nc, A_go, F self.beta = round(self.beta, 2) - T_dn = (0.9 * A_nc * F_u / gamma_m1) + \ - (self.beta * A_go * F_y / gamma_m0) + T_dn = (0.9 * A_nc * F_u / gamma_m1) + (self.beta * A_go * F_y / gamma_m0) # w = str(w) # t = str(t) # fy = str(F_y) @@ -2087,10 +2083,8 @@ def tension_blockshear_area_input(self, A_vg, A_vn, A_tg, A_tn, f_u, f_y): """ gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] - T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + \ - 0.9 * A_tn * f_u / gamma_m1 - T_db2 = 0.9 * A_vn * f_u / \ - (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 Tdb = min(T_db1, T_db2) # Tdb = round(Tdb, 3) # A_vg = str(A_vg) @@ -2104,6 +2098,7 @@ def tension_blockshear_area_input(self, A_vg, A_vn, A_tg, A_tn, f_u, f_y): # member_block_eqn = Math(inline=True) # member_block_eqn.append(NoEscape(r'\begin{aligned}T_{db1} &= \frac{A_{vg} f_y}{\sqrt{3} \gamma_{m0}} + \frac{0.9 A_{tn} f_u}{\gamma_{m1}} \end{aligned}')) + # member_block_eqn.append(NoEscape(r'&= \frac{' + A_vg + '*' + f_y + '}{" 1.732*' + gamma_m0 + 'r'} + &+ +'\frac{"0.9*" + A_vn + '*' + f_u + '}{'+1.732+'*' + gamma_m0 + r'} '\\')) # member_block_eqn.append(NoEscape(r'&= ' + memb_yield + r'\end{aligned}')) # self.member_block_eqn =member_block_eqn @@ -2122,36 +2117,31 @@ def min_rad_gyration_calc(self, key, subkey, mom_inertia_y, mom_inertia_z, area, min_rad = min(rad_y, rad_z) elif key == 'Back to Back Channels' and subkey == "Web": - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = 2 * mom_inertia_z I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == "Back to Back Angles" and subkey == 'Long Leg': - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = 2 * mom_inertia_z I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Back to Back Angles' and subkey == 'Short Leg': - Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) - * (Cg_2 + thickness / 2))) * 2 + Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) * (Cg_2 + thickness / 2))) * 2 Iyy = 2 * mom_inertia_y I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Star Angles' and subkey == 'Long Leg': - Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) - * (Cg_1 + thickness / 2))) * 2 + Iyy = (mom_inertia_y + (area * (Cg_1 + thickness / 2) * (Cg_1 + thickness / 2))) * 2 Izz = (mom_inertia_z + (area * Cg_2 * Cg_2)) * 2 I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) elif key == 'Star Angles' and subkey == 'Short Leg': - Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) - * (Cg_2 + thickness / 2))) * 2 + Izz = (mom_inertia_z + (area * (Cg_2 + thickness / 2) * (Cg_2 + thickness / 2))) * 2 Iyy = (mom_inertia_y + (area * Cg_1 * Cg_1)) * 2 I = min(Iyy, Izz) min_rad = math.sqrt(I / (2 * area)) @@ -2166,11 +2156,13 @@ def design_check_for_slenderness(self, K, L, r): "r = radius of gyration of member" slender = (float(K) * float(L)) / float(r) self.slenderness = round(slender, 2) + return self.slenderness + def plastic_moment_capacty(self, beta_b, Z_p, fy): gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] - self.plastic_moment_capactiy = beta_b * \ - Z_p * fy / (gamma_m0) # Nm # for section + self.plastic_moment_capactiy = beta_b * Z_p * fy / (gamma_m0) # Nm # for section + def moment_d_deformation_criteria(self, fy, Z_e): """ @@ -2189,14 +2181,12 @@ def __repr__(self): class HollowSection(Material): def __init__(self, designation, material_grade, table): - self.connect_to_database_update_other_attributes( - table, designation, material_grade) + self.connect_to_database_update_other_attributes(table, designation, material_grade) # super(HollowSection, self).__init__(designation, material_grade) + self.type = "Rolled" def connect_to_database_update_other_attributes(self, table, designation, material_grade=""): conn = sqlite3.connect(PATH_TO_DATABASE) - table = "Beams" if designation in connectdb( - "Beams", "popup") else "Columns" db_query = "SELECT * FROM " + table + " WHERE Designation = ?" cur = conn.cursor() cur.execute(db_query, (designation,)) @@ -2205,11 +2195,9 @@ def connect_to_database_update_other_attributes(self, table, designation, materi self.area = row[6] * 100 # mm^2 self.depth = row[2] # mm self.flange_width = row[3] # mm (width is referred as flange width) - # mm (thickness of the section is referred as flange thickness) - self.flange_thickness = row[4] + self.flange_thickness = row[4] # mm (thickness of the section is referred as flange thickness) self.web_thickness = self.flange_thickness - super(HollowSection, self).__init__( - material_grade, self.flange_thickness) + super(HollowSection, self).__init__(material_grade, self.flange_thickness) self.mom_inertia_z = row[7] * 10000 # mm^4 self.mom_inertia_y = row[8] * 10000 # mm^4 self.rad_of_gy_z = row[9] * 10 # mm @@ -2228,7 +2216,7 @@ def connect_to_database_update_other_attributes(self, table, designation, materi class SHS(HollowSection): def __init__(self, designation, material_grade): - super(SHS, self).__init__(designation, material_grade, "SHS") + super(SHS, self).__init__(designation, material_grade,"SHS") class RHS(HollowSection): @@ -2236,12 +2224,11 @@ class RHS(HollowSection): def __init__(self, designation, material_grade): super(RHS, self).__init__(designation, material_grade, "RHS") - class CHS(Material): def __init__(self, designation, material_grade): - self.connect_to_database_update_other_attributes( - designation, material_grade) + self.connect_to_database_update_other_attributes(designation, material_grade) + self.type = "Rolled" def connect_to_database_update_other_attributes(self, designation, material_grade=""): conn = sqlite3.connect(PATH_TO_DATABASE) @@ -2254,17 +2241,14 @@ def connect_to_database_update_other_attributes(self, designation, material_grad self.nominal_bore = row[2] # mm self.out_diameter = row[3] # mm self.depth = self.out_diameter # mm, OD is referred as the depth of the CHS - # mm, OD is referred as the flange width of the CHS - self.flange_width = self.out_diameter - # mm, thickness of the CHS is referred as flange thickness - self.flange_thickness = row[4] - # mm, thickness of the CHS is referred as web thickness - self.web_thickness = self.flange_thickness + self.flange_width = self.out_diameter # mm, OD is referred as the flange width of the CHS + self.flange_thickness = row[4] # mm, thickness of the CHS is referred as flange thickness + self.web_thickness = self.flange_thickness # mm, thickness of the CHS is referred as web thickness self.root_radius = 0 self.toe_radius = 0 super(CHS, self).__init__(material_grade, self.flange_thickness) - from utils.common.Section_Properties_Calculator import CHS_Properties + from .Section_Properties_Calculator import CHS_Properties self.internal_vol = row[7] # cm^3/m if self.internal_vol is None: @@ -2274,26 +2258,25 @@ def connect_to_database_update_other_attributes(self, designation, material_grad self.mom_inertia = row[10] # cm^4/m if self.mom_inertia is None: - self.mom_inertia = round(CHS_Properties().calc_MomentOfAreaZ( - self.depth, self.flange_width, self.flange_thickness, self.web_thickness), 2) + self.mom_inertia = round(CHS_Properties().calc_MomentOfAreaZ(self.depth, self.flange_width, self.flange_thickness, self.web_thickness), 2) else: self.mom_inertia = row[10] # cm^4/m self.elast_sec_mod = row[11] * 1000 # mm^3 if self.elast_sec_mod is None: - self.elast_sec_mod = CHS_Properties().calc_ElasticModulusZz( - self.depth, self.flange_width, self.flange_thickness, self.web_thickness) + self.elast_sec_mod = CHS_Properties().calc_ElasticModulusZz(self.depth, self.flange_width, self.flange_thickness, self.web_thickness) self.elast_sec_mod = round(self.elast_sec_mod * 1e3, 2) # mm3 else: self.elast_sec_mod = row[11] * 1000 # mm^3 self.rad_of_gy = row[12] * 10 # mm if self.rad_of_gy is None: - self.rad_of_gy = round(CHS_Properties().calc_R( - self.depth, self.flange_width) * 10, 2) # mm + self.rad_of_gy = round(CHS_Properties().calc_R(self.depth, self.flange_width) * 10, 2) # mm else: self.rad_of_gy = row[12] * 10 # mm + self.rad_of_gy_z = self.rad_of_gy + self.rad_of_gy_y = self.rad_of_gy self.flange_slope = 'N/A' self.source = row[14] # IS 1161:2014 diff --git a/utils/common/design_preferences.py b/osdag_core/utils/common/design_preferences.py similarity index 100% rename from utils/common/design_preferences.py rename to osdag_core/utils/common/design_preferences.py diff --git a/utils/common/input.py b/osdag_core/utils/common/input.py similarity index 92% rename from utils/common/input.py rename to osdag_core/utils/common/input.py index aee77a09e..673a92413 100644 --- a/utils/common/input.py +++ b/osdag_core/utils/common/input.py @@ -1,6 +1,6 @@ -from app.utils.common.component import Bolt, Weld, Plate, Angle, Beam, Column -from app.utils.common.load import Load -from app.utils.common.material import Material +from .component import Bolt, Weld, Plate, Angle, Beam, Column +from .load import Load +from .material import Material class Main(object): @@ -16,12 +16,14 @@ class ShearConnectionInput(ConnectionInput): def __init__(self, connectivity, supporting_member_section, supported_member_section, fu, fy, shear_load, bolt_diameter, bolt_type, bolt_grade): self.connectivity = connectivity - if connectivity == "column_flange_beam_web" or "column_web_beam_web": + self.material = Material() + self.material.fy=fy + self.material.fu=fu + if connectivity in ("column_flange_beam_web", "column_web_beam_web"): self.supporting_member = Column(supporting_member_section, self.material) elif connectivity == "beam_beam": self.supporting_member = Beam(supporting_member_section, self.material) self.supported_member = Beam(supported_member_section, self.material) - self.material = Material(fy=fy, fu=fu) self.shear_load = Load(shear_force=shear_load) self.bolt = Bolt(diameter=bolt_diameter, grade=bolt_grade, bolt_type=bolt_type) self.bolt_diameter_list = [] diff --git a/osdag_core/utils/common/is800_2007.py b/osdag_core/utils/common/is800_2007.py new file mode 100644 index 000000000..5ef9931e8 --- /dev/null +++ b/osdag_core/utils/common/is800_2007.py @@ -0,0 +1,2445 @@ +"""Module for Indian Standard, IS 800 : 2007 + +Started on 01 - Nov - 2018 + +@author: ajmalbabums +""" +import math +from ...Common import * +import pandas as pd +# from ...Common import KEY_DP_FAB_SHOP + + +class IS800_2007(object): + """Perform calculations on steel design as per IS 800:2007 + + """ + + # ========================================================================== + """ SECTION 1 GENERAL """ + # ========================================================================== + """ SECTION 2 MATERIALS """ + # ------------------------------------------------------------- + # 5.4 Strength + # ------------------------------------------------------------- + + # Clause 3.7 - Classification of cross-section, Table 2, Limiting width to thickness ratio + @staticmethod + def Table2_web_OfI_H_box_section(depth, web_thickness, f_y, axial_load, load_type='Compression', section_class='Plastic'): + """ Calculate the limiting width to thickness ratio; for web of an I, H or Box section in accordance to Table 2 + + Args: + depth: depth of the web in mm (float or int) + web_thickness: thickness of the web in mm (float or int) + f_y: yield stress of the section material in N/MPa (float or int) + axial_load: Axial load (Tension or Compression) acting on the member (i.e. web) in N (float or int) + load_type: Type of axial load (Tension or Compression) (string) + section_class: Class of the section (Class1 - Plastic, Class2 - Compact or Class3 - Semi-compact) (string) + + Returns: + Results of the checks; 1. Neutral axis at mid-depth, 2. Generally (when there is axial tension or compression force acting on the section), + and 3. Axial compression, in the form of (list) + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + epsilon = math.sqrt(250 / f_y) + + ratio = depth / web_thickness # ratio of the web/component + + # Check 1: Neutral axis at mid-depth + if section_class == 'Plastic': + if ratio <= (84 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + elif section_class == 'Compact': + if ratio <= (105 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + else: # 'Semi-compact' + if ratio <= (126 * epsilon): + check_1 = 'Pass' + else: + check_1 = 'Fail' + + # Check 2: Generally (when there is axial tension or compression force acting on the section) + actual_avg_stress = axial_load / (depth * web_thickness) # N/mm^2 or MPa + design_compressive_stress = f_y / gamma_m0 # N/mm^2 or MPa, design compressive stress only of web (cl. 7.1.2.1, IS 800:2007) + r_1 = actual_avg_stress / design_compressive_stress # stress ratio + + if load_type == 'Compression': + r_1 = r_1 + else: + r_1 = - r_1 # r_1 is negative for axial tension + + if section_class == 'Plastic': + if ratio <= (min(((84 * epsilon) / (1 + r_1)), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + elif section_class == 'Compact': + if r_1 < 0: + if ratio <= ((105 * epsilon) / (1 + r_1)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + else: + if ratio <= (min(((105 * epsilon) / (1 + (1.5 * r_1))), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + else: # 'Semi-compact' + if ratio <= (min(((126 * epsilon) / (1 + (2 * r_1))), 42 * epsilon)): + check_2 = 'Pass' + else: + check_2 = 'Fail' + + # Check 3: Axial compression + if section_class == 'Semi-compact': + if ratio <= (42 * epsilon): + check_3 = 'Pass' + else: + check_3 = 'Fail' + else: + check_3 = 'Pass' # Not-applicable to Plastic and Compact sections (hence, Pass) + + return [check_1, check_2, check_3] + + @staticmethod + def Table2_hollow_tube(diameter, thickness, f_y, load='Axial Compression', section_class='Plastic'): + """ Calculate the limiting width to thickness ratio; for a hollow tube section in accordance to Table 2 + + Args: + diameter: diameter of the tube in mm (float or int) + thickness: thickness of the tube in mm (float or int) + f_y: yield stress of the section material in N/MPa (float or int) + load: Type of load ('Axial Compression' or 'Moment') (string) + section_class: Class of the section (Class1 - Plastic, Class2 - Compact or Class3 - Semi-compact) (string) + + Returns: + Results of the section classification check(s) + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = diameter / thickness # ratio of the web/component + + # Check 1: If the load acting is Moment + if load == 'Moment': + + if section_class == 'Plastic': + if ratio <= (42 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + elif section_class == 'Compact': + if ratio <= (52 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + else: + if ratio <= (146 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + + # Check 1: If the load acting is Axial Compression + elif load == 'Axial Compression': + + if section_class == 'Plastic': + check = 'Pass' + elif section_class == 'Compact': + check = 'Pass' + else: + if ratio <= (88 * epsilon ** 2): + check = 'Pass' + else: + check = 'Fail' + else: + pass + + return check + + @staticmethod + def Table2_i(width, thickness, f_y, section_type='Rolled'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Outstanding element of compression flange + + Args: + width: width of the element in mm (float or int) + thickness: thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + section_type: Type of section ('Rolled' or 'Welded') (string) + + Returns: + A list of values with; + 1- The class of the section as Plastic, Compact, Semi-compact or Slender on account of the flange + 2- Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = width / thickness + + if section_type == 'Rolled': + if ratio <= (9.4 * epsilon): + section_class = 'Plastic' + elif ratio <= (10.5 * epsilon): + section_class = 'Compact' + elif ratio <= (15.7 * epsilon): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + else: + if ratio <= (8.4 * epsilon): + section_class = 'Plastic' + elif ratio <= (9.4 * epsilon): + section_class = 'Compact' + elif ratio <= (13.6 * epsilon): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + # print(f" flange_class" + # f" width {width}" + # f" thickness {thickness}" + # f" epsilon {epsilon}" + # ) + # print(f" section_type {section_type}" + # f" section_class {section_class}") + return [section_class, ratio] + + @staticmethod + def Table2_iii(depth, thickness, f_y, classification_type='Neutral axis at mid-depth'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no iii) Web of an I, H or box section for axial compression + + Args: + depth: width of the element in mm (float or int) + thickness: thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + classification_type: Type of classification required (Neutral axis at mid-depth, Generaly, Axial Compression) (string) + + Returns: + The class of the section as Plastic, Compact, Semi-compact or Slender on account of the web + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = depth / thickness + + # print(f" web_class \n" + # f" depth {depth} \n" + # f" thickness {thickness} \n" + # f" epsilon {epsilon} \n" + # f" classification_type {classification_type}\n" + # ) + + if classification_type == 'Neutral axis at mid-depth': + if ratio < (84 * epsilon): + section_class = KEY_Plastic + elif ratio < (105 * epsilon): + section_class = KEY_Compact + elif ratio < (126 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + elif classification_type == 'Generally': + pass + elif classification_type == 'Axial compression': + if ratio > (42 * epsilon): + section_class = 'Slender' + else: + section_class = 'Semi-Compact' + # print(f" section_class {section_class}") + + return section_class + + @staticmethod + def Table2_iv(depth, thickness_web, f_y): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + d_t = depth / thickness_web + + if d_t <= (42 * epsilon) : + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, d_t] + + @staticmethod + def Table2_vi(width, depth, thickness, f_y, force_type = "Axial Compression"): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + + b_t = width / thickness + d_t = depth / thickness + bd_t = (width + depth) / thickness + + + if force_type == 'Axial Compression': + if b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon) and bd_t<= (25 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + else: + if b_t <= (9.4 * epsilon) and d_t<= (9.4 * epsilon): + section_class = KEY_Plastic + elif b_t <= (10.5 * epsilon) and d_t<= (10.5 * epsilon): + section_class = KEY_Compact + elif b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, b_t,d_t, bd_t ] + + @staticmethod + def Table2_vii(width, depth, thickness, f_y, force_type = "Axial Compression"): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no i) Members subjected to Axial Compression + sr. no ii)Members subjected to Compression due to bending + + Args: + width(b): width of the element in mm (float or int) + depth(d): depth of the element in mm (float or int) + thickness(t): thickness of the element in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + force_type: Type of failure in member ('Axial') ('Compression') + section_type: Type of section ('Angle') (string) + + Returns: + A list of values with; + 1- The class of the section as Semi-compact or Slender on account of the + b/t, d/t, (b+d)/t Ratio + + ['Section Class', 'Ratio'] + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / int(f_y)) + + b_t = width / thickness + d_t = depth / thickness + bd_t = (width + depth) / thickness + + if force_type == 'Axial Compression': + if d_t<= (15.7 * epsilon) : + '''When adding more cases, you need to modify Strut angle''' + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + else: + if b_t <= (9.4 * epsilon) and d_t<= (9.4 * epsilon): + section_class = KEY_Plastic + elif b_t <= (10.5 * epsilon) and d_t<= (10.5 * epsilon): + section_class = KEY_Compact + elif b_t <= (15.7 * epsilon) and d_t<= (15.7 * epsilon): + section_class = KEY_SemiCompact + else: + section_class = 'Slender' + + return [section_class, b_t,d_t, bd_t ] + + + @staticmethod + def Table2_x(outer_diameter, tube_thickness, f_y, load_type='axial compression'): + """ Calculate the limiting width to thickness ratio as per Table 2 for; + sr. no x) Circular hollow tube + + Args: + outer_diameter: outer diameter of the tube in mm (float or int) + tube_thickness: thickness of the tube in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load_type: Type of loading (moment, axial compression) (string) + + Returns: + The class of the section as Plastic, Compact, Semi-compact or Slender + + Reference: Table 2 and Cl.3.7.2, IS 800:2007 + + """ + epsilon = math.sqrt(250 / f_y) + + ratio = outer_diameter / tube_thickness + + print(f"outer_diameter{outer_diameter},tube_thickness{tube_thickness}") + + if load_type == 'axial compression': + if ratio > (88 * epsilon**2): + section_class = 'Slender' + else: + section_class = 'Semi-Compact' + else: + if ratio <= (42 * epsilon**2): + section_class = 'Plastic' + elif (ratio > (42 * epsilon**2)) and (ratio <= (52 * epsilon**2)): + section_class = 'Compact' + elif ratio <= (146 * epsilon**2): + section_class = 'Semi-Compact' + else: + section_class = 'Slender' + + return section_class + + + # ========================================================================== + """ SECTION 3 GENERAL DESIGN REQUIREMENTS """ + + @staticmethod + def cl_3_8_max_slenderness_ratio(Type = 1): + """ + 1) A member carrying compressive loads + resulting from dead loads and imposed + loads + 2) A tension member in which a reversal + of direct stress occurs due to loads other + than wind or seismic forces + 3) A member subjected to compression + forces resulting only from combination + with wind/earthquake actions, provided + the deformation of such member does + not adversely affect tbe stress in any + part of the structure + 4) Compression flange of a beam against + lateral torsional buckling + 5) A member normally acting m a tie in a + roof truss or a bracing system not + considered effective when subject to + possible reversal of stress into + compression resulting from the action + of wind or earthquake forces]] + 6) Members always under tensionā€™) (other + than pre-tensioned members) + """ + if Type == 1: + return 180 + elif Type == 2: + return 180 + elif Type == 3: + return 180 + elif Type == 4: + return 180 + elif Type == 5: + return 180 + elif Type == 6: + return 180 + # ========================================================================== + """ SECTION 4 METHODS OF STRUCTURAL ANALYSIS """ + # ========================================================================== + """ SECTION 5 LIMIT STATE DESIGN """ + # ------------------------------------------------------------- + # 5.4 Strength + # ------------------------------------------------------------- + + # Table 5 Partial Safety Factors for Materials, gamma_m (dict) + cl_5_4_1_Table_5 = {"gamma_m0": {'yielding': 1.10, 'buckling': 1.10}, + "gamma_m1": {'ultimate_stress': 1.25}, + "gamma_mf": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mb": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mr": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.25}, + "gamma_mw": {KEY_DP_FAB_SHOP: 1.25, KEY_DP_FAB_FIELD: 1.50} + } + + # ------------------------------------------------------------ + # 5.6.1 Deflection + # ------------------------------------------------------------- + +# cl_5_6_1_vertical_deflection_Table_6 = { + +# Type of structure Load Type Member Supporting Deflection Limit +# Industrial building Live Load Purlins and Girts Elastic cladding Span/150 +# Industrial building Live Load Purlins and Girts Brittle cladding Span/180 +# Industrial building Live Load Simple span Elastic cladding Span/240 +# Industrial building Live Load Simple span Brittle cladding Span/300 +# Industrial building Live Load Cantilever span Elastic cladding Span/120 +# Industrial building Live Load Cantilever span Brittle cladding Span/150 +# Industrial building Live Load Rafter supporting Profiled Metal Sheeting Span/180 +# Industrial building Live Load Rafter supporting Plastered Sheeting Span/240 +# Industrial building Crane Load(Manual operation) Gantry Crane Span/500 +# Industrial building Crane load(Electric operation up to 50t) Gantry Crane Span/750 +# Industrial building Crane load(Electric operation over 50t) Gantry Crane Span/1000 +# Other buildings Live Load Floor and Roof Elements not susceptible to cracking Span/300 +# Other buildings Live Load Floor and Roof Element susceptible to cracking Span/360 +# Other buildings Live Load Cantilever Span Elements not susceptible to cracking Span/150 +# Other buildings Live Load Cantilever Span Element susceptible to cracking Span/180 +# Highway Bridges Live Load Simple span NA Span/600 +# Railway Bridges Live Load Simple span NA Span/600 +# Highway Bridges Dead Load Simple span NA Span/800 +# Railway Bridges Dead Load Simple span NA Span/800 +# Highway Bridges Live Load Cantilever span NA Span/400 +# Railway Bridges Live Load Cantilever span NA Span/400 +# Highway Bridges Dead Load Cantilever span NA Span/800 +# Railway Bridges Dead Load Cantilever span NA Span/800 + + + # } + + # ========================================================================== + """ SECTION 6 DESIGN OF TENSION MEMBERS """ + + # ------------------------------------------------------------ + # 6.2 Design Strength Due to Yielding of Gross Section + # ------------------------------------------------------------- + + @staticmethod + def cl_6_2_tension_yielding_strength(A_g, f_y): + """Calcualte the tension rupture capacity of plate as per clause 6.3.1 + :param A_g: gross area of cross section + :param f_y: yield stress of the material + :return: design strength in tension yielding + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + T_dg = A_g * f_y / gamma_m0 + return T_dg + # ------------------------------------------------------------ + # 6.3 Design Strength Due to Rupture of Critical Section + # ------------------------------------------------------------- + + # cl.6.3.1 Plates + @staticmethod + def cl_6_3_1_tension_rupture_strength(A_n,f_u): + """Calcualte the tension rupture capacity of plate as per clause 6.3.1 + :param A_n: net effective area of member + :param f_u: ultimate stress of the material + :return: design strength in tension rupture + """ + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_dn = 0.9*A_n*f_u/gamma_m1 + return T_dn + # 6.4 Design Strength Due to Block Shear + # ------------------------------------------------------------- + + # cl. 6.4.1 Block shear strength of bolted connections + @staticmethod + def cl_6_4_1_block_shear_strength(A_vg, A_vn, A_tg, A_tn, f_u, f_y): + """Calculate the block shear strength of bolted connections as per cl. 6.4.1 + + Args: + A_vg: Minimum gross area in shear along bolt line parallel to external force [in sq. mm] (float) + A_vn: Minimum net area in shear along bolt line parallel to external force [in sq. mm] (float) + A_tg: Minimum gross area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + A_tn: Minimum net area in tension from the bolt hole to the toe of the angle, + end bolt line, perpendicular to the line of force, respectively [in sq. mm] (float) + f_u: Ultimate stress of the plate material in MPa (float) + f_y: Yield stress of the plate material in MPa (float) + + Return: + block shear strength of bolted connection in N (float) + + Note: + Reference: + IS 800:2007, cl. 6.4.1 + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5["gamma_m1"]['ultimate_stress'] + T_db1 = A_vg * f_y / (math.sqrt(3) * gamma_m0) + 0.9 * A_tn * f_u / gamma_m1 + T_db2 = 0.9 * A_vn * f_u / (math.sqrt(3) * gamma_m1) + A_tg * f_y / gamma_m0 + return min(T_db1, T_db2) + + # ========================================================================== + """ SECTION 7 DESIGN OF COMPRESS1ON MEMBERS """ + + # ------------------------------------------------------------- + # 7.4 Column Bases + # ------------------------------------------------------------- + + # cl. 7.4.1, General + @staticmethod + def cl_7_4_1_bearing_strength_concrete(concrete_grade): + """ + Args: + concrete_grade: grade of concrete used for pedestal/footing (str). + + Returns: + maximum permissible bearing strength of concrete pedestal/footing (float). + + Note: + cl 7.4.1 suggests the maximum bearing strength equal to 0.60 times f_ck, + but, the value is amended to 0.45 times f_ck (f_ck is the characteristic strength of concrete) + """ + f_ck = { + 'M10': 10, + 'M15': 15, + 'M20': 20, + 'M25': 25, + 'M30': 30, + 'M35': 35, + 'M40': 40, + 'M45': 45, + 'M50': 50, + 'M55': 55, + }[str(concrete_grade)] + + bearing_strength = 0.45 * f_ck # MPa (N/mm^2) + return bearing_strength + + # cl. 7.1, Design strength + @staticmethod + def cl_7_1_2_design_compressisive_strength_member( effective_area , design_compressive_stress , axial_load ): + """ + Args: + effective_area:effective sectional area as defined in 7.3.2 (float) + design_compressive_stress:design compressive stress, obtained as per 7.1.2.1 (float) + axial_load:Load acting on column (float) + + Returns: + Design compressive strength + 'Pass', if the section qualifies as the required section_class, 'Fail' if it does not + + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + design_compressive_strength= effective_area * design_compressive_stress #area in mm2,stress in kN/mm2 + if axial_load < design_compressive_strength: #kN + check = 'pass' + else: + check = 'fail' + return check #str + + # cl. 7.2.2 Effective Length of Prismatic Compression Members + @staticmethod + def cl_7_2_2_effective_length_of_prismatic_compression_members(unsupported_length, end_1='Fixed', end_2='Fixed'): + """ + Calculate the effective length of the member as per Cl. 7.2.2 (Table 11) of IS 800:2007 + + Args: + unsupported_length: unsupported length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + + Returns: + Effective length in mm + """ + + if end_1 == 'Fixed' and end_2 == 'Fixed': + effective_length = 0.65 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Hinged': + effective_length = 0.8 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Roller': + effective_length = 1.2 * unsupported_length + elif end_1 == 'Hinged' and end_2 == 'Hinged': + effective_length = 1.0 * unsupported_length + elif end_1 == 'Hinged' and end_2 == 'Roller': + effective_length = 2.0 * unsupported_length + elif end_1 == 'Fixed' and end_2 == 'Free': + effective_length = 2.0 * unsupported_length + else: + effective_length = 2.0 * unsupported_length + + return effective_length + + @staticmethod + def cl_7_2_4_effective_length_of_truss_compression_members(length, section_profile = 'Angles'): + """ + Calculate the effective length of the member as per Cl. 7.5.2.1 (Table 11) of IS 800:2007 + + Args: + unsupported_length: actual length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + + Returns: + Effective length in mm + """ + + if section_profile == 'Angles': + effective_length = 1 * length + elif section_profile == 'Back to Back Angles': + effective_length = 0.85 * length + elif section_profile == 'Channels': + print('NEED TO CHECK AGAIN') + effective_length = 1 * length + elif section_profile == 'Back to Back Channels': + print('NEED TO CHECK AGAIN') + effective_length = 0.85 * length + else: + effective_length = 1 * length + + return effective_length + + # cl. 7.1.2.1, Design stress + @staticmethod + def cl_7_1_2_1_design_compressisive_stress(f_y, gamma_mo, effective_slenderness_ratio , imperfection_factor, modulus_of_elasticity, check_type ): + """ + Args: + f_y:Yield stress (float) + gamma_mo:Effective length of member (float) + effective_slenderness_ratio:Euler buckling class (float) + imperfection_factor + modulus_of_elasticity + + Returns: + list of euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor, design_compressive_stress_fr .design_compressive_stress, design_compressive_stress_min + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + # 2.4 - Euler buckling stress + euler_buckling_stress = (math.pi ** 2 * modulus_of_elasticity) / effective_slenderness_ratio ** 2 + if 'Concentric' in check_type: + # 2.5 - Non-dimensional effective slenderness ratio + nondimensional_effective_slenderness_ratio = math.sqrt(f_y / euler_buckling_stress) + elif 'Leg' in check_type: + nondimensional_effective_slenderness_ratio = check_type[1] + phi = 0.5 * (1 + imperfection_factor * (nondimensional_effective_slenderness_ratio - 0.2) + nondimensional_effective_slenderness_ratio ** 2) + # 2.6 - Design compressive stress + stress_reduction_factor = 1/(phi + math.sqrt(phi**2 - nondimensional_effective_slenderness_ratio**2)) + design_compressive_stress_fr = f_y * stress_reduction_factor / gamma_mo + design_compressive_stress_max = f_y / gamma_mo + design_compressive_stress = min(design_compressive_stress_fr , design_compressive_stress_max) + return [euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor,design_compressive_stress_fr, design_compressive_stress, design_compressive_stress_max] #kN/cm2 + + # Cl. 7.1.1, Cl.7.1.2.1, Imperfection Factor + @staticmethod + def cl_7_1_2_1_imperfection_factor(buckling_class=''): + """ + Determine the Imperfection Factor of the cross-section as per Cl 7.1.1, Cl.7.1.2.1 (Table 7) of IS 800:2007 + + Args: + buckling_class (string) + + Returns: Imperfection factor value (string) + """ + imperfection_factor = { + 'a': 0.21, + 'b': 0.34, + 'c': 0.49, + 'd': 0.76 + }[buckling_class] + + return imperfection_factor + + # cl. 7.1.2.1, Buckling Class of Cross-Sections + @staticmethod + def cl_7_1_2_2_buckling_class_of_crosssections(b, h, t_f, cross_section='Rolled I-sections', section_type='Hot rolled'): + """ + Determine the buckling class of the cross-section as per Cl 7.1.2.2 (Table 10) of IS 800:2007 + + Args: + b: width of the flange + h: depth of the section + t_f: thickness of the flange + cross_section: type of cross-section + section_type: Hot rolled or Cold formed + + Returns: Buckling class values about z-z and y-y axis (dictionary) + """ + + if cross_section == 'Rolled I-sections': + if h / b > 1.2: + if t_f <= 40: + buckling_class = { + 'z-z': 'a', + 'y-y': 'b' + } + elif 40 <= t_f <= 100: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + else: # this case if not derived from the code (for t_f >100mm, buckling class d is assumed about both the axis) + buckling_class = { + 'z-z': 'd', + 'y-y': 'd' + } + elif h / b <= 1.2: + if t_f <= 100: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + if t_f > 100: + buckling_class = { + 'z-z': 'd', + 'y-y': 'd' + } + + elif cross_section == 'Welded I-section': + if t_f <= 40: + buckling_class = { + 'z-z': 'b', + 'y-y': 'c' + } + if t_f > 40: + buckling_class = { + 'z-z': 'c', + 'y-y': 'd' + } + + elif cross_section == 'Hollow Section': + if section_type == 'Hot rolled': + buckling_class = { + 'z-z': 'a', + 'y-y': 'a' + } + else: + buckling_class = { + 'z-z': 'b', + 'y-y': 'b' + } + + return buckling_class + + @staticmethod + def cl_7_1_2_1_design_compressisive_stress_plategirder(f_y, gamma_mo, effective_slenderness_ratio, + modulus_of_elasticity): + """ + Args: + f_y:Yield stress (float) + gamma_mo:Effective length of member (float) + effective_slenderness_ratio:Euler buckling class (float) + imperfection_factor + modulus_of_elasticity + + Returns: + list of euler_buckling_stress, nondimensional_effective_slenderness_ratio, phi, stress_reduction_factor, design_compressive_stress_fr .design_compressive_stress, design_compressive_stress_min + Note: + Reference: IS 800 pg34 + @author:Rutvik Joshi + """ + # 2.4 - Euler buckling stress + imperfection_factor = 0.49 + euler_buckling_stress = (math.pi ** 2 * modulus_of_elasticity) / effective_slenderness_ratio ** 2 + nondimensional_effective_slenderness_ratio = math.sqrt(f_y / euler_buckling_stress) + phi = 0.5 * (1 + imperfection_factor * ( + nondimensional_effective_slenderness_ratio - 0.2) + nondimensional_effective_slenderness_ratio ** 2) + # 2.6 - Design compressive stress + stress_reduction_factor = 1 / (phi + math.sqrt(phi ** 2 - nondimensional_effective_slenderness_ratio ** 2)) + design_compressive_stress_fr = f_y * stress_reduction_factor / gamma_mo + design_compressive_stress_max = f_y / gamma_mo + design_compressive_stress = min(design_compressive_stress_fr, design_compressive_stress_max) + # print(f"euler_buckling_stress {euler_buckling_stress} , nondimensional_effective_slenderness_ratio {nondimensional_effective_slenderness_ratio} , phi {phi} , stress_reduction_factor {stress_reduction_factor} , design_compressive_stress_fr {design_compressive_stress_fr} , design_compressive_stress_max {design_compressive_stress_max} , design_compressive_stress {design_compressive_stress}") + return design_compressive_stress + + @staticmethod + def cl_7_1_2_1_design_compressisive_stress_fcd_buckling_class_c(): + data = { + 200: [182.00, 182.00, 172.00, 163.00, 153.00, 142.00, 131.00, 120.00, 108.00, 97.50, 87.30, 78.20, 70.00, 62.90, + 56.60, 51.10, 46.40, 42.20, 38.50, 35.30, 32.40, 29.90, 27.60, 25.60, 23.80], + 210: [191.00, 190.00, 180.00, 170.00, 159.00, 148.00, 136.00, 123.00, 111.00, 100.00, 89.00, 79.40, 71.00, 63.60, + 57.20, 51.60, 46.80, 42.50, 38.80, 35.50, 32.60, 30.10, 27.80, 25.70, 23.90], + 220: [200.00, 199.00, 188.00, 177.00, 165.00, 153.00, 140.00, 127.00, 114.00, 102.00, 90.50, 80.60, 71.90, 64.40, + 57.80, 52.10, 47.10, 42.80, 39.00, 35.70, 32.80, 30.20, 27.90, 25.90, 24.00], + 230: [209.00, 207.00, 196.00, 184.00, 172.00, 158.00, 144.00, 130.00, 116.00, 104.00, 92.00, 81.70, 72.80, 65.00, + 58.30, 52.50, 47.50, 43.10, 39.30, 35.90, 33.00, 30.40, 28.00, 26.00, 24.10], + 240: [218.00, 216.00, 204.00, 191.00, 178.00, 163.00, 148.00, 133.00, 119.00, 105.00, 93.30, 82.70, 73.50, 65.60, + 58.80, 52.90, 47.80, 43.40, 39.50, 36.10, 33.10, 30.50, 28.20, 26.10, 24.20], + 250: [227.00, 224.00, 211.00, 198.00, 183.00, 168.00, 152.00, 136.00, 121.00, 107.00, 94.60, 83.70, 74.30, 66.20, + 59.20, 53.30, 48.10, 43.60, 39.70, 36.30, 33.30, 30.60, 28.30, 26.20, 24.30], + 260: [236.00, 233.00, 219.00, 205.00, 189.00, 173.00, 156.00, 139.00, 123.00, 109.00, 95.70, 84.60, 75.00, 66.70, + 59.70, 53.60, 48.40, 43.90, 39.90, 36.50, 33.40, 30.80, 28.40, 26.30, 24.40], + 280: [255.00, 250.00, 234.00, 218.00, 201.00, 182.00, 163.00, 145.00, 127.00, 112.00, 97.90, 86.20, 76.20, 67.70, + 60.40, 54.20, 48.90, 44.30, 40.30, 36.80, 33.70, 31.00, 28.60, 26.40, 24.50], + 300: [273.00, 266.00, 249.00, 231.00, 212.00, 191.00, 170.00, 149.00, 131.00, 114.00, 100.00, 87.60, 77.30, 68.60, + 61.10, 54.80, 49.30, 44.70, 40.60, 37.00, 33.90, 31.20, 28.80, 26.60, 24.70], + 320: [291.00, 283.00, 264.00, 244.00, 222.00, 199.00, 176.00, 154.00, 134.00, 116.00, 102.00, 88.90, 78.30, 69.30, + 61.70, 55.30, 49.80, 45.00, 40.90, 37.30, 34.10, 31.40, 28.90, 26.70, 24.80], + 340: [309.00, 299.00, 278.00, 256.00, 232.00, 207.00, 182.00, 158.00, 137.00, 119.00, 103.00, 90.10, 79.20, 70.00, + 62.30, 55.70, 50.10, 45.30, 41.10, 37.50, 34.30, 31.50, 29.10, 26.90, 24.90], + 360: [327.00, 316.00, 293.00, 268.00, 242.00, 215.00, 187.00, 162.00, 140.00, 120.00, 104.00, 91.10, 80.00, 70.70, + 62.80, 56.10, 50.50, 45.60, 41.40, 37.70, 34.50, 31.70, 29.20, 27.00, 25.00], + 380: [345.00, 332.00, 307.00, 280.00, 252.00, 222.00, 192.00, 165.00, 142.00, 122.00, 106.00, 92.10, 80.70, 71.20, + 63.30, 56.50, 50.80, 45.80, 41.60, 37.90, 34.70, 31.80, 29.30, 27.10, 25.10], + 400: [364.00, 348.00, 321.00, 292.00, 261.00, 228.00, 197.00, 169.00, 144.00, 124.00, 107.00, 93.00, 81.40, 71.80, + 63.70, 56.90, 51.10, 46.10, 41.80, 38.10, 34.80, 31.90, 29.40, 27.20, 25.20], + 420: [382.00, 364.00, 335.00, 304.00, 270.00, 235.00, 202.00, 172.00, 146.00, 125.00, 108.00, 93.80, 82.00, 72.30, + 64.10, 57.20, 51.30, 46.30, 42.00, 38.20, 34.90, 32.10, 29.50, 27.30, 25.30], + 450: [409.00, 388.00, 355.00, 320.00, 282.00, 244.00, 208.00, 176.00, 149.00, 127.00, 110.00, 94.90, 82.90, 72.90, + 64.60, 57.60, 51.70, 46.60, 42.20, 38.40, 35.10, 32.20, 29.70, 27.40, 25.40], + 480: [436.00, 412.00, 376.00, 337.00, 295.00, 252.00, 213.00, 180.00, 152.00, 129.00, 111.00, 95.90, 83.60, 73.50, + 65.10, 58.00, 52.00, 46.90, 42.50, 38.60, 35.30, 32.40, 29.80, 27.50, 25.50], + 510: [464.00, 435.00, 395.00, 352.00, 306.00, 260.00, 218.00, 183.00, 154.00, 131.00, 112.00, 96.80, 84.30, 74.10, + 65.50, 58.40, 52.30, 47.10, 42.70, 38.80, 35.40, 32.50, 29.90, 27.60, 25.60], + 540: [491.00, 458.00, 415.00, 367.00, 317.00, 267.00, 223.00, 186.00, 156.00, 132.00, 113.00, 97.60, 84.90, 74.60, + 65.90, 58.70, 52.60, 47.30, 42.90, 39.00, 35.60, 32.60, 30.00, 27.70, 25.70] +} + slenderness_ratios = [10, 20, 30, 40, 50, 60, 70, 80, 90, 100, 110, 120, 130, 140, 150, 160, 170, 180, 190, 200, 210, + 220, 230, 240, 250] + df = pd.DataFrame(data, index=slenderness_ratios) + return df + + + + @staticmethod + def cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg(length, r_min, b1, b2, t, f_y, bolt_no = 2, fixity = 'Fixed'): + """ + Calculate the equivalent slenderness ratio of the member as per Cl. 7.5.1.2 (Table 12) of IS 800:2007 + + Args: + length: actual length of the member about any axis in mm (float) + end_1: End condition at end 1 of the member (string) + end_2: End condition at end 2 of the member (string) + r_min: minimum radius of gyration of the section(angle) + b1: leg of section(angle) (float) + b2: another leg of section(angle) (float) + t : thickness (float) + f_y: yield strength (float) + bolt_no: number of bolt in the connection (float) + fixity = depends on end_1 and end_2 (string) + + Returns: + list of + equivalent_slenderness_ratio + lambda_vv, lambda_psi defined in clause + k1, k2, k3 + """ + e = math.sqrt(250/f_y ) + E = 2 * 10 ** 5 + if bolt_no >= 2: + if fixity == 'Fixed': + k1 = 0.2 + k2 = 0.35 + k3 = 20 + elif fixity == 'Hinged': + k1 = 0.7 + k2 = 0.6 + k3 = 5 + elif fixity == 'Partial': + # For partial fixity, interpolate between Fixed and Hinged cases using + # recursive calls to this same staticmethod. We must qualify the call + # with the class name; an unqualified name here would look for a + # module-level function and raise NameError. + temp = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Fixed' + ) + temp2 = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Hinged' + ) + k1 = (temp[3] + temp2[3]) / 2 + k2 = (temp[4] + temp2[4]) / 2 + k3 = (temp[5] + temp2[5]) / 2 + + elif bolt_no == 1: + if fixity == 'Fixed': + k1 = 0.75 + k2 = 0.35 + k3 = 20 + elif fixity == 'Hinged': + k1 = 1.25 + k2 = 0.5 + k3 = 60 + elif fixity == 'Partial': + temp = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Fixed' + ) + temp2 = IS800_2007.cl_7_5_1_2_equivalent_slenderness_ratio_of_truss_compression_members_loaded_one_leg( + length, r_min, b1, b2, t, f_y, bolt_no, fixity='Hinged' + ) + k1 = (temp[3] + temp2[3]) / 2 + k2 = (temp[4] + temp2[4]) / 2 + k3 = (temp[5] + temp2[5]) / 2 + + lambda_vv = (length/ r_min)/(e* math.sqrt(math.pi**2 * E/250)) + lambda_psi = ((b1 + b2)/(2 * t) )/(e* math.sqrt(math.pi**2 * E/250)) + equivalent_slenderness_ratio = math.sqrt(k1 + k2 * lambda_vv **2 + k3 * lambda_psi**2) + return [equivalent_slenderness_ratio, lambda_vv, lambda_psi, k1, k2, k3] + # ========================================================================== + """ SECTION 8 DESIGN OF MEMBERS SUBJECTED TO BENDING """ + + # ------------------------------------------------------------- + # 8.4 Shear + # ------------------------------------------------------------- + @staticmethod + def cl_8_2_1_web_buckling(d, tw, e): + d_tw = d / tw + if d_tw <= 67*e: + return False + return True + + @staticmethod + def cl_8_2_1_2_design_bending_strength(section_class, Zp, Ze, fy, gamma_mo, support): + beta_b = 1.0 if section_class == KEY_Plastic or KEY_Compact else Ze/Zp + Md = beta_b * Zp * fy / gamma_mo + if support == KEY_DISP_SUPPORT1 : + if Md < 1.2 * Ze * fy / gamma_mo: + return Md + else: + return 1.2 * Ze * fy / gamma_mo + elif support == KEY_DISP_SUPPORT2 : + if Md < 1.5 * Ze * fy / gamma_mo: + return Md + else: + return 1.5 * Ze * fy / gamma_mo + + + @staticmethod + def cl_8_2_1_2_high_shear_check(V, Vd): + if V > 0.6 * Vd : + print('High shear') + return True + else: + print('Low shear') + return False + + @staticmethod + def cl_8_2_1_4_holes_tension_zone(Anf_Agf, fy, fu, gamma_mo, gamma_m1): + if Anf_Agf > (fy/fu) * (gamma_m1/gamma_mo) / 0.9 : + return Anf_Agf + else : + return (fy/fu) * (gamma_m1/gamma_mo) / 0.9 + + @staticmethod + def cl_8_2_1_5_shear_lag(b0,b1, L0, type): + if type == 'outstand': + if b0<= L0/20 : + return b0 + else : + return L0/20 + else: + if b1<= L0/10 : + return b1 + else : + return L0/10 + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_strength(Zp, Ze, fcd, section_class): + if section_class == KEY_Plastic or section_class == KEY_Compact: + return Zp * fcd + else: + return Ze * fcd + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_compressive_stress(X_lt, fy, gamma_mo): + return X_lt * fy / gamma_mo + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_stress_reduction_factor(phi_lt, lambda_lt): + si = 1 / ( phi_lt + (phi_lt **2 - lambda_lt **2) ** 0.5) + if si > 1.0: + si = 1.0 + return si + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_phi_lt(alpha_lt, lambda_lt): + a = 0.5 * ( 1 + alpha_lt * ( lambda_lt - 0.2) + lambda_lt ** 2) + # print(alpha_lt, lambda_lt, a) + return a + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_non_slenderness( E, meu,Iy, It, Iw, Llt,beta_b, Zp, hf,ry, tf): + ''' Author : Rutvik Joshi + Clauses: 8.2.2.1 and Annex E + ''' + G = E/(2+2*meu) + fcrb = (1.1 * math.pi**2 * E/(Llt/ry)**2) * math.sqrt(1 + (((Llt/ry)/(hf/tf))**2) / 20) + _ = math.sqrt((math.pi**2 * E * Iy/Llt**2)*(G *It + (math.pi**2 * E * Iw/Llt**2) )) + __ = beta_b * Zp * fcrb + ___ = (math.pi**2 * E * Iy * hf/Llt**2)/2 * math.sqrt(1 + (((Llt/ry)/(hf/tf))**2) / 20 ) + return [min(_,__,___), fcrb] + + @staticmethod + def cl_8_2_2_Unsupported_beam_bending_fcrb(E, Llt_ry, hf_tf): + ''' Author : Rutvik Joshi + Clauses: 8.2.2.1 and Annex E + ''' + fcrb = 1.1 * math.pi**2 * E * (1 + (Llt_ry/hf_tf)**2/20)**0.5 / Llt_ry + return fcrb + @staticmethod + def cl_8_2_2_1_elastic_buckling_moment(betab, Zp, Ze, fy, Mcr, fcrb = 0): + if (betab * Zp * fy / Mcr) ** 0.5 <= (1.2 * Ze * fy / Mcr) ** 0.5: + return (betab * Zp * fy / Mcr) ** 0.5 + else: + return (1.2 * Ze * fy / Mcr) ** 0.5 + + @staticmethod + def cl_8_2_2_1_elastic_buckling_moment_fcrb( fy, fcrb=0): + + return math.sqrt(fy/fcrb) + @staticmethod + def cl_8_3_1_EffLen_Simply_Supported(Torsional, Warping, length, depth, load) : + """ Calculate the Effective Length for Simply Supported Beams as per Table 15 Cl 8.3.1 + + Args: + Torsional Restraint: Type of Restraint (string) + Warping Restraint: Type of Restraint (string) + depth(d): depth of the element in mm (float or int) + length(l): length of span in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load: Type of load in member ('Normal') ('Destabilizing') + + + Returns: + Effective length (float) + + Reference: Table 15 Cl 8.3.1, IS 800:2007 + + """ + if load == KEY_DISP_LOAD1: + if Torsional == Torsion_Restraint1: + if Warping == Warping_Restraint1 : + length = 0.80 * length + elif Warping == Warping_Restraint2 : + length = 0.75 * length + # elif Warping ==Warping_Restraint1 : + # length = 0.80 * length + elif Warping == Warping_Restraint4 : + length = 0.85 * length + elif Warping == Warping_Restraint5 : + length = 1.00 * length + elif Torsional == Torsion_Restraint2 and Warping == Warping_Restraint5 : + length = length + 2 * depth + elif Torsional == Torsion_Restraint3 and Warping == Warping_Restraint5 : + length = 1.2 * length + 2 * depth + elif load == KEY_DISP_LOAD2: + if Torsional == Torsion_Restraint1: + if Warping == Warping_Restraint1 : + length = 0.85 * length + if Warping == Warping_Restraint2 : + length = 0.9 * length + if Warping == Warping_Restraint1 : + length = 0.95 * length + if Warping == Warping_Restraint4 : + length = 1.00 * length + if Warping == Warping_Restraint5 : + length = 1.20 * length + elif Torsional == Torsion_Restraint2 and Warping == Warping_Restraint5 : + length = 1.2 * length + 2 * depth + elif Torsional == Torsion_Restraint3 and Warping == Warping_Restraint5 : + length = 1.4 * length + 2 * depth + return length + + @staticmethod + def cl_8_3_3_EffLen_Cantilever(Support, Top, length, load) -> float: + """ Calculate the Effective Length for Simply Supported Beams as per Table 16 Cl 8.3.3 + + Args: + Support Restraint: Type of Restraint (string) + Warping Restraint: Type of Restraint (string) + depth(d): depth of the element in mm (float or int) + length(l): length of span in mm (float or int) + f_y: yield stress of the section material in MPa (float or int) + load: Type of load in member ('Normal') ('Destabilizing') + + + Returns: + Effective length (float) + + Reference: Table 15 Cl 8.3.1, IS 800:2007 + + """ + if load == KEY_DISP_LOAD1: + if Support == Support1: + if Top == Top1: + length = 3.00 * length + if Top == Top2: + length = 2.7 * length + if Top == Top3: + length = 2.40 * length + if Top == Top4: + length = 2.1 * length + + elif Support == Support2: + if Top == Top1: + length = 2.00 * length + if Top == Top2: + length = 1.8 * length + if Top == Top3: + length = 1.60 * length + if Top == Top4: + length = 1.4 * length + + + elif Support == Support3: + + if Top == Top1: + length = 1.00 * length + + if Top == Top2: + length = 0.9 * length + + if Top == Top3: + length = 0.80 * length + + if Top == Top4: + length = 0.7 * length + + elif Support == Support4: + if Top == Top1: + length = 0.80 * length + if Top == Top2: + length = 0.7 * length + if Top == Top3: + length = 0.6 * length + if Top == Top4: + length = 0.5 * length + elif load == KEY_DISP_LOAD2: + if Support == Support1: + if Top == Top1: + length = 7.50 * length + if Top == Top2: + length = 7.5 * length + if Top == Top3: + length = 4.50 * length + if Top == Top4: + length = 3.6 * length + + elif Support == Support2: + if Top == Top1: + length = 5.00 * length + if Top == Top2: + length = 5 * length + if Top == Top3: + length = 3.0 * length + if Top == Top4: + length = 2.4 * length + + + elif Support == Support3: + + if Top == Top1: + length = 2.50 * length + + if Top == Top2: + length = 2.5 * length + + if Top == Top3: + length = 1.50 * length + + if Top == Top4: + length = 1.2 * length + + elif Support == Support4: + if Top == Top1: + length = 1.40 * length + if Top == Top2: + length = 1.4 * length + if Top == Top3: + length = 0.6 * length + if Top == Top4: + length = 0.5 * length + return length + # cl. 8.4.1 shear strength of bolted connections + @staticmethod + def cl_8_4_design_shear_strength(A_vg, f_y): + """ Calculate the design shear strength in yielding as per cl. 8.4 + + Args: + A_vg: Gross area of the component in square mm (float) + f_y: Yield stress of the component material in MPa (float) + + Returns: + Design shear strength in yielding of the component in N + + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + V_d = ((A_vg * f_y) / (math.sqrt(3) * gamma_m0)) # N + + return V_d + + # cl 8.2.1.2 design bending strength of the cross-section + @staticmethod + def cl_8_2_1_2_design_moment_strength(Z_e, Z_p, f_y, section_class=''): + """ Calculate the design bending strength as per cl. 8.2.1.2 + Args: + Z_e: Elastic section modulus of the cross-section in cubic mm (float) + Z_p: Plastic section modulus of the cross-section in cubic mm (float) + f_y: Yield stress of the component material in MPa (float) + section_class: Classification of the section (plastic, compact or semi-compact) as per Table 2 (str) + Returns: + Design bending strength of the cross-section in N-mm (float) + """ + gamma_m0 = IS800_2007.cl_5_4_1_Table_5["gamma_m0"]['yielding'] + + if section_class == 'semi-compact': + M_d = (Z_e * f_y) / gamma_m0 # N-mm + else: # 'compact' + M_d = (1.0 * Z_p * f_y) / gamma_m0 # N-mm + + return M_d + + @staticmethod + def cl_8_4_2_1_web_buckling_stiff(d, tw, e,type = 1, kv = None): + '''nominal shear strength, Vn,of webs with or without + intermediate stiffeners as governed by buckling + + Author: Rutvik Joshi ''' + d_tw = d / tw + if type == 1 and d_tw <= 67 * e: + return False + elif type == 2 and d_tw <= 67 * e * math.sqrt(kv/5.35): + return False + return True + + # @staticmethod + # def cl_8_4_2_2_ShearBuckling_Simple_postcritical(d, tw,c,mu,fyw,A_v,support): + # '''based on the shear + # buckling strength can be used for webs of Isection + # girders, with or without intermediate + # transverse stiffener, provided that the web has + # transverse stiffeners at the supports. + # + # Author: Rutvik Joshi ''' + + @staticmethod + def cl_8_4_2_2_K_v_Simple_postcritical(support, c = 0, d = 1): + + if support == 'only support': + K_v = 5.35 + else: + if c/d < 1: + K_v = 4 + 5.35/(c/d)**2 + else: + K_v = 5.35 + 4/(c/d)**2 + return K_v + + @staticmethod + def cl_8_4_2_2_tau_crc_Simple_postcritical(K_v, E,mu, d, tw): + # print('K_v',K_v,'\n E',E,'\nmu',mu,' d',d,' tw',tw) + tau_crc = (K_v * math.pi**2 * E)/(12*(1-mu**2)*(d/tw)**2) + + return tau_crc + + @staticmethod + def cl_8_4_2_2_lambda_w_Simple_postcritical(fyw, tau_crc): + # print('fyw',fyw,'\n tau_crc',tau_crc) + + lambda_w = math.sqrt(fyw/(math.sqrt(3) * tau_crc)) + + return lambda_w + + @staticmethod + def cl_8_4_2_2_tau_b_Simple_postcritical(lambda_w, fyw): + # print('fyw',fyw,' lambda_w',lambda_w) + if lambda_w <= 0.8: + tau_b = fyw / math.sqrt(3) + elif lambda_w < 1.2 and lambda_w > 0.8: + tau_b = (1 - 0.8*(lambda_w - 0.8)) * fyw / math.sqrt(3) + elif lambda_w >= 1.2: + tau_b = fyw / (math.sqrt(3) * lambda_w ** 2) + + return tau_b + + @staticmethod + def cl_8_4_2_2_Vcr_Simple_postcritical(tau_b, A_v): + # print('tau_b',tau_b,'\n A_v',A_v) + + V_cr = A_v * tau_b + + return V_cr + + @staticmethod + def cl_8_4_2_2_Mfr_TensionField(bf, tf, fyf, Nf, gamma_mo): + '''based on the post-shear buckling + strength, may be used for webs with + intermediate transverse stiffeners, in addition + to the transverse stiffeners at supports, provided + the panels adjacent to the panel under tension + field action, or the end posts provide anchorage + for the tension fields + + Author: Rutvik Joshi ''' + + M_fr = 0.25 * bf * tf ** 2 * fyf * (1 - (Nf / (bf * tf * fyf / gamma_mo)) ** 2) + print(M_fr, 'M_fr') + return M_fr + @staticmethod + def cl_8_4_2_2_TensionField( c, d, tw, fyw, bf,tf, fyf,Nf, gamma_mo, A_v,tau_b,V_p): + '''based on the post-shear buckling + strength, may be used for webs with + intermediate transverse stiffeners, in addition + to the transverse stiffeners at supports, provided + the panels adjacent to the panel under tension + field action, or the end posts provide anchorage + for the tension fields + + Author: Rutvik Joshi ''' + + if c == 0: + phi = 90 + else: + phi = math.atan(d/c) * 180/math.pi + M_fr = 0.25 * bf * tf**2 * fyf*(1-(Nf/(bf * tf * fyf / gamma_mo))**2) + print('phi',phi,'\n Nf',Nf,M_fr,'M_fr',phi*math.pi/180) + s = 2 * math.sqrt(M_fr / (fyw * tw)) / math.sin(phi*math.pi/180) + if s <= c: + pass + else: + s == c + w_tf = d * math.cos(phi*math.pi/180) + (c-2*s)*math.sin(phi*math.pi/180) + sai = 1.5 * tau_b * math.sin(2*phi*math.pi/180) + fv = math.sqrt(fyw**2 - 3 * tau_b**2 + sai**2) - sai + V_tf = A_v * tau_b + 0.9 * w_tf * tw * fv * math.sin(phi*math.pi/180)/ 10 ** 3 + if V_tf <= V_p: + pass + else: + V_tf == V_p + print('phi',phi,'\n M_fr',M_fr,'\n s',s, '\n c',c, '\n w_tf', w_tf, '\n sai',sai,'\n fv',fv,'\n V_tf',V_tf,'\n V_p',V_p) + return phi,M_fr,s, w_tf,sai,fv,V_tf + + @staticmethod + def cl_8_4_2_2_TensionField_unequal_Isection( + c, d, tw, fyw, + bf_top, tf_top, bf_bot, tf_bot, + Nf, gamma_m0, A_v, tau_b): + """ + Tensionā€field method per IS 800:2007 Cl. 8.4.2.2 for unequal flanges. + + Parameters: + c : float : panel width (mm) + d : float : web depth (mm) + tw : float : web thickness (mm) + fyw : float : web yield stress (N/mmĀ²) + bf_top : float : top flange width (mm) + tf_top : float : top flange thickness (mm) + bf_bot : float : bottom flange width (mm) + tf_bot : float : bottom flange thickness (mm) + Nf : float : axial force in each flange (kN ā†’ NĀ·mm units consistent) + gamma_m0: float : partial safety factor + A_v : float : gross web area = d*tw (mmĀ²) + tau_b : float : postā€buckling shear stress of web (N/mmĀ²) + V_p : float : plastic shear strength V_np (kN) + + Returns: + tuple: (phi, Mfr_top, Mfr_bot, s_top, s_bot, w_tf, psi, fv, V_tf) + """ + + # 1) Tensionā€field angle Ļ† + if c == 0: + phi = 90.0 + else: + phi = math.degrees(math.atan((d / c) / 1.5)) + + # 2) Reduced plastic moment of each flange + def Mfr(bf, tf): + Mp = 0.25 * bf * tf**2 * fyw + ratio = Nf / (bf * tf * fyw / gamma_m0) + if ratio >= 1: + return 0 + else: + return Mp * (1 - ratio**2) + + Mfr_t = Mfr(bf_top, tf_top) + Mfr_b = Mfr(bf_bot, tf_bot) + + # 3) sā€values for each flange, limited to c + + sinĻ† = math.sin(math.radians(phi)) + if sinĻ† == 0: + s_t= 0 + s_b= 0 + else: + s_t = min(2 * math.sqrt(Mfr_t / (fyw * tw)) / sinĻ†, c) + s_b = min(2 * math.sqrt(Mfr_b / (fyw * tw)) / sinĻ†, c) + + + # 4) Width of the tension field w_tf + w_tf = d * math.cos(math.radians(phi)) - (c - s_t - s_b) * sinĻ† + + # 5) Field yield strength f_v + psi = 1.5 * tau_b * math.sin(2 * math.radians(phi)) + fv = math.sqrt(fyw**2 - 3 * tau_b**2 + psi**2) - psi + + # 6) Nominal shear resistance V_tf (kN) + V_tf = (A_v * tau_b + 0.9 * w_tf * tw * fv * sinĻ†) + V_p = d * tw * fyw / (math.sqrt(3) * gamma_m0) # Plastic shear strength + V_tf = min(V_tf, V_p) + + return phi, Mfr_t, Mfr_b, s_t, s_b, w_tf, psi, fv, V_tf + + @staticmethod + def cl_8_5_1_EndPanel(c, d, tw, fyw, bf, tf, fyf, Nf, gamma_mo, A_v, tau_b, V_p): + '''The design of end panels in girders in which the interior + panel (panel A) is designed using tension field action + shall be carried in accordance with the provisions given + herein. + only simple post critical method design + Author: Rutvik Joshi ''' + + phi = math.atan(d / c) * 180 / math.pi + M_fr = 0.25 * bf * tf ** 3 * fyf * (1 - (Nf / (bf * tf * fyf / gamma_mo)) ** 2) + print('phi', phi, '\n Nf', Nf, M_fr, 'M_fr', phi * math.pi / 180) + s = 2 * math.sqrt(M_fr / (fyw * tw)) / math.sin(phi * math.pi / 180) + if s <= c: + pass + else: + s == c + w_tf = d * math.cos(phi * math.pi / 180) + (c - 2 * s) * math.sin(phi * math.pi / 180) + sai = 1.5 * tau_b * math.sin(2 * phi * math.pi / 180) + fv = math.sqrt(fyw ** 2 - 3 * tau_b ** 2 + sai ** 2) - sai + V_tf = A_v * tau_b + 0.9 * w_tf * tw * fv * math.sin(phi * math.pi / 180) / 10 ** 3 + if V_tf <= V_p: + pass + else: + V_tf == V_p + return phi, M_fr, s, w_tf, sai, fv, V_tf + + + @staticmethod + def cl_8_6_1_1_plate_girder_minimum_web_a(D,tw,epsilon,tf_top,tf_bot): + d = D - (tf_top + tf_bot) + if d/tw < 200 * epsilon: + return True + else: + return False + + @staticmethod + def cl_8_6_1_1_and_8_6_1_2_web_thickness_check(d, tw, eps, stiffener_type, c=None): + """ + Check minimum web thickness requirements as per IS 800:2007 Cl. 8.6.1.1 & 8.6.1.2 + + Parameters: + d (float): Depth of web (mm) + tw (float): Thickness of web (mm) + eps (float): Īµ = sqrt(250/fy) where fy is yield strength of steel (N/mm^2) + stiffener_type (str): Type of stiffening provided. Options: + - "no_stiffener" + - "transverse_only" + - "transverse_and_two_longitudinal_neutral" + - "transverse_and_one_longitudinal_compression" + c (float): Spacing of transverse stiffeners (mm), required for some types + + Returns: + dict: Dictionary with result of the web thickness check. + """ + + results = {} + # print(stiffener_type) + if stiffener_type == "no_stiffener" or c > 3 * d: + ratio = d / tw + # print("Web Ratio:", ratio) + limit_serv = 200 * eps + limit_buckling = 345 * (eps ** 2) + limit = min(limit_serv, limit_buckling) + results["Limit"] = limit + if ratio <= limit: + return True + else: + return False + + elif stiffener_type == "transverse_only": + if c is None: + + return False #{"Error": "Spacing 'c' is required for 'transverse_only' stiffeners."} + # print("c:", c, "d:", d, "tw:", tw, "eps:", eps) + if 3 * d >= c and c >= 1.5 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * (eps ** 2) + elif 1.5 * d > c and c >= d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * eps + elif 0.74 * d <= c and c < d: + ratio_serv = c / tw + ratio_buckling = d / tw + limit_serv = 200 * eps + limit_buckling = 345 * eps + elif c < 0.74 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 270 * eps + limit_buckling = 345 * eps + else: + # print('Transverse only') + return False #{"Error": "Invalid range for spacing 'c'."} + + + if ratio_serv <= limit_serv and ratio_buckling <= limit_buckling: + return True + else: + return False + + elif stiffener_type == "transverse_and_two_longitudinal_neutral": + if c >= 1.5 * d : + ratio = d / tw + limit_serv = 400 * eps + limit_buckling = 345 * (eps ** 2) + limit = min(limit_serv, limit_buckling) + + else: + ratio = d / tw + limit_serv = 400 * eps + limit_buckling = 345 * eps + limit = min(limit_serv, limit_buckling) + + if ratio <= limit: + return True + else: + return False + + elif stiffener_type == "transverse_and_one_longitudinal_compression": + if c is None: + return False #{"Error": "Spacing 'c' is required for compression flange restraint."} + + if 2.4 * d >= c and c >= 1.5 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * (eps ** 2) + elif 1.5 * d > c and c >= d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * eps + elif 0.74 * d <= c and c < d: + ratio_serv = c / tw + ratio_buckling = d / tw + limit_serv = 250 * eps + limit_buckling = 345 * eps + elif c < 0.74 * d: + ratio_serv = d / tw + ratio_buckling = d / tw + limit_serv = 340 * eps + limit_buckling = 345 * eps + else: + return False #{"Error": "Invalid range for spacing 'c'."} + + if ratio_serv <= limit_serv and ratio_buckling <= limit_buckling: + return True + else: + return False + + else: + return False #{"Error": "Invalid stiffener_type provided."} + + # ========================================================================== + """ SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES """ + + @staticmethod + def cl_9_2_2_high_shear_moment(Md, Mfd, b, Ze, fy, gamma_mo): + Mdv=Md - b(Md-Mfd) + if Mdv <= 1.2*Ze*fy/gamma_mo: + return Mdv + else: + print('Reduced elastic buckling moment error') + return 0 + # ========================================================================== + """ SECTION 10 CONNECTIONS """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.2 Location Details of Fasteners + # ------------------------------------------------------------- + + # cl. 10.2.1 Clearances for Holes for Fasteners + + @staticmethod + def cl_8_7_1_3_stiff_bearing_length(shear_force, web_thickness, flange_thickness, root_radius, fy): + # This function returns the stiff bearing length, b1 for web local yielding and web crippling check + # Minimum value of b1 is not defined in IS 800, reference has been made to AISC for such cases (CL. J10-2) + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + bearing_length = round((float(shear_force) * 1000) * gamma_m0 / web_thickness / fy, 3) + b1_req = bearing_length - (flange_thickness + root_radius) + k = flange_thickness + root_radius + b1 = max(b1_req, k) + return b1 + + # ========================================================================== + """ SECTION 9 MEMBER SUBJECTED TO COMBINED FORCES """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + + + + + + + # ========================================================================== + """ SECTION 10 CONNECTIONS """ + + # ------------------------------------------------------------- + # 10.1 General + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.2 Location Details of Fasteners + # ------------------------------------------------------------- + + # cl. 10.2.1 Clearances for Holes for Fasteners + @staticmethod + def cl_10_2_1_bolt_hole_size(d, bolt_hole_type='Standard'): + """Calculate bolt hole diameter as per Table 19 of IS 800:2007 + Args: + d - Nominal diameter of fastener in mm (float) + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + Returns: + bolt_hole_size - Diameter of the bolt hole in mm (float) + Note: + Reference: + IS 800, Table 19 (Cl 10.2.1) + TODO:ADD KEY_DISP for for Standard/oversize etc and replace these strings + """ + table_19 = { + "12-14": {'Standard': 1.0, 'Over-sized': 3.0, 'short_slot': 4.0, 'long_slot': 2.5}, + "16-22": {'Standard': 2.0, 'Over-sized': 4.0, 'short_slot': 6.0, 'long_slot': 2.5}, + "24": {'Standard': 2.0, 'Over-sized': 6.0, 'short_slot': 8.0, 'long_slot': 2.5}, + "24+": {'Standard': 3.0, 'Over-sized': 8.0, 'short_slot': 10.0, 'long_slot': 2.5} + } + import re + # d = str(re.sub("[^0-9]", "", str(d))) + d = int(d) + + if d < 12: + clearance = 0 + elif d <= 14: + clearance = table_19["12-14"][bolt_hole_type] + elif d <= 22: + clearance = table_19["16-22"][bolt_hole_type] + elif d <= 24: + clearance = table_19["24"][bolt_hole_type] + else: + clearance = table_19["24+"][bolt_hole_type] + if bolt_hole_type == 'long_slot': + bolt_hole_size = (clearance + 1) * d + else: + bolt_hole_size = clearance + d + return bolt_hole_size + + # cl. 10.2.2 Minimum Spacing + @staticmethod + def cl_10_2_2_min_spacing(d): + """Calculate minimum distance between centre of fasteners + Args: + d - Nominal diameter of fastener in mm (float) + Returns: + Minimum distance between centre of fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.2 + """ + return 2.5 * d + + # cl. 10.2.3.1 Maximum Spacing + @staticmethod + def cl_10_2_3_1_max_spacing(plate_thicknesses): + """Calculate maximum distance between centre of fasteners + Args: + plate_thicknesses- List of thicknesses in mm of connected plates (list or tuple) + Returns: + Maximum distance between centres of adjacent fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.3.1 + """ + # print(plate_thicknesses) + t = min(plate_thicknesses) + return min(32 * t, 300.0) + + # cl. 10.2.3.2 Maximum pitch in tension and compression members + @staticmethod + def cl_10_2_3_2_max_pitch_tension_compression(d, plate_thicknesses, member_type): + """Calculate maximum pitch between centre of fasteners lying in the direction of stress + Args: + d - Nominal diameter of fastener in mm (float) + plate_thicknesses - List of thicknesses in mm of connected plates (list or tuple) + member_type - Either 'tension' or 'compression' or 'compression_butting' (str) + Returns: + Maximum distance between centres of adjacent fasteners in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.3.2 + """ + t = min(plate_thicknesses) + if member_type == 'tension': + return min(16 * t, 200.0) + elif member_type == 'compression': + return min(12 * t, 200.0) + else: + # TODO compression members wherein forces are transferred through butting faces is given in else + return 4.5 * d + + # cl. 10.2.4.2 Minimum Edge and End Distances + @staticmethod + def cl_10_2_4_2_min_edge_end_dist(d, bolt_hole_type='Standard', edge_type='Sheared or hand flame cut'): + """Calculate minimum end and edge distance + Args: + d - Nominal diameter of fastener in mm (float) + edge_type - Either 'hand_flame_cut' or 'machine_flame_cut' (str) + Returns: + Minimum edge and end distances from the centre of any hole to the nearest edge of a plate in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.4.2 + """ + + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type) + if edge_type == 'Sheared or hand flame cut': + return 1.7 * d_0 + else: + # TODO : bolt_hole_type == 'machine_flame_cut' is given in else + return 1.5 * d_0 + + # cl. 10.2.4.3 Maximum Edge Distance + @staticmethod + def cl_10_2_4_3_max_edge_dist(conn_plates_t_fu_fy, corrosive_influences=False): + """Calculate maximum end and edge distance + Args: + conn_plates_t_fu_fy - List of tuples with plate thicknesses in mm, fu in MPa, fy in MPa (list of tuples) + example:- [ (12, 410, 250), (10, 440, 300) ] + corrosive_influences - Whether the members are exposed to corrosive influences or not (Boolean) + Returns: + Maximum edge distance to the nearest line of fasteners from an edge of any un-stiffened part in mm (float) + Note: + Reference: + IS 800:2007, cl. 10.2.4.3 + """ + # TODO : Differentiate outer plates and connected plates. + t_epsilon_considered = conn_plates_t_fu_fy[0][0] * math.sqrt(250 / float(conn_plates_t_fu_fy[0][2])) + t_considered = conn_plates_t_fu_fy[0][0] + t_min = t_considered + for i in conn_plates_t_fu_fy: + t = i[0] + f_y = i[2] + if f_y > 0: + epsilon = math.sqrt(250 / f_y) + if t * epsilon <= t_epsilon_considered: + t_epsilon_considered = t * epsilon + t_considered = t + if t < t_min: + t_min = t + + # epsilon = math.sqrt(250 / f_y) + + if corrosive_influences is True: + return 40.0 + (4 * t_min) + else: + return 12 * t_epsilon_considered + + # ------------------------------------------------------------- + # 10.3 Bearing Type Bolts + # ------------------------------------------------------------- + + # cl. 10.3.2 Design strength of bearing type bolt + @staticmethod + def cl_10_3_2_bolt_design_strength(V_dsb, V_dpb): + """Calculate design strength of bearing type bolt + Args: + V_dsb - Design shear strength of bearing bolt in N (float) + V_dpb - Design bearing strength of bolt on the plate in N (float) + Returns: + V_db - Design strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.2 + """ + V_db = min(V_dsb, V_dpb) + return V_db + + # cl. 10.3.3 Shear Capacity of Bearing Bolt + + @staticmethod + def cl_10_3_3_bolt_shear_capacity(f_ub, A_nb, A_sb, n_n, n_s=0, safety_factor_parameter=None): + """Calculate design shear strength of bearing bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + A_nb - Net shear area of the bolt at threads in sq. mm (float) + A_sb - Nominal plain shank area of the bolt in sq. mm (float) + n_n - Number of shear planes with threads intercepting the shear plane (int) + n_s - Number of shear planes without threads intercepting the shear plane (int) + safety_factor_parameter - Either 'field' or 'shop' (str) + return: + V_dsb - Design shear strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.3 + """ + V_nsb = f_ub / math.sqrt(3) * (n_n * A_nb + n_s * A_sb) + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][KEY_DP_FAB_SHOP] + V_dsb = V_nsb / gamma_mb + return V_dsb + + # cl. 10.3.3.1 Long joints + @staticmethod + def cl_10_3_3_1_bolt_long_joint(d, l_j): + """ Calculate reduction factor for long joints. + Args: + l_j = Length of joint of a splice or end connection as defined in cl. 10.3.3.1 (float) + d = Nominal diameter of the fastener (float) + Return: + beta_lj = Reduction factor for long joints (float) + Note: + Reference: + IS 800:2007, cl 10.3.3.1 + """ + beta_lj = 1.075 - 0.005 * l_j / d + if beta_lj <= 0.75: + beta_lj = 0.75 + elif beta_lj >= 1.0: + beta_lj = 1.0 + if l_j >= 15.0 * d: + return beta_lj + else: + return 1.0 + + # 10.3.3.2 Large grip lengths + @staticmethod + def cl_10_3_3_2_bolt_large_grip(d, l_g, l_j=0.0): + """ Calculate reduction factor for large grip lengths. + Args: + l_g = Grip length equal to the total thickness of the connected plates as defined in cl. 10.3.3.2 (float) + d = Nominal diameter of the fastener (float) + Return: + beta_lg = Reduction factor for large grip lengths (float) if applicable + Note: + Reference: + IS 800:2007, cl 10.3.3.2 + """ + beta_lg = 8.0 / (3.0 + l_g / d) + if l_j != 0.0: + if beta_lg >= IS800_2007.cl_10_3_3_1_bolt_long_joint(d, l_j): + beta_lg = IS800_2007.cl_10_3_3_1_bolt_long_joint(d, l_j) + else: + pass + if l_g <= 5.0 * d: + beta_lg = 1.0 + # TODO: Check the maximum limit of 8d in each individual modules + # elif l_g > 8.0 * d: + # return "GRIP LENGTH TOO LARGE" + return round(beta_lg,2) + + # 10.3.3.3 Packing Plates + @staticmethod + def cl_10_3_3_3_packing_plates(t=0.0): + """ Calculate reduction factor for packing plates. + Args: + t = thickness of the thickest packing plate, in mm + Return: + beta_pk = Reduction factor for packing plates (float) if applicable + Note: + Reference: + IS 800:2007, cl 10.3.3.3 + """ + if t > 6.0: + beta_pk = (1.0 - 0.0125 * t) + else: + beta_pk = 1.0 + return beta_pk + + # cl. 10.3.4 Bearing Capacity of the Bolt + @staticmethod + def cl_10_3_4_bolt_bearing_capacity(f_u, f_ub, t, d, e, p, bolt_hole_type='Standard', + safety_factor_parameter=KEY_DP_FAB_FIELD): + + """Calculate design bearing strength of a bolt on any plate. + Args: + f_u - Ultimate tensile strength of the plate in MPa (float) + f_ub - Ultimate tensile strength of the bolt in MPa (float) + t - Summation of thicknesses of the connected plates in mm as defined in cl. 10.3.4 (float) + d - Diameter of the bolt in mm (float) + e - End distance of the fastener along bearing direction in mm (float) + p - Pitch distance of the fastener along bearing direction in mm (float) + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + safety_factor_parameter - Either 'Field' or 'Shop' (str) + return: + V_dpb - Design bearing strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.4 + """ + d_0 = IS800_2007.cl_10_2_1_bolt_hole_size(d, bolt_hole_type) + + if p > 0.0: + k_b = min(e / (3.0 * d_0), p / (3.0 * d_0) - 0.25, f_ub / f_u, 1.0) + else: + k_b = min(e / (3.0 * d_0), f_ub / f_u, 1.0) # calculate k_b when there is no pitch (p = 0) + + k_b = round(k_b, 2) + V_npb = 2.5 * k_b * d * t * f_u + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][safety_factor_parameter] + V_dpb = V_npb / gamma_mb + + if bolt_hole_type == 'Over-sized' or bolt_hole_type == 'short_slot': + V_dpb *= 0.7 + elif bolt_hole_type == 'long_slot': + V_dpb *= 0.5 + + return V_dpb + + @staticmethod + def cl_10_3_5_bearing_bolt_tension_resistance(f_ub, f_yb, A_sb, A_n, safety_factor_parameter=KEY_DP_FAB_FIELD): + """Calculate design tensile strength of bearing bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + f_yb - Yield strength of the bolt in MPa (float) + A_sb - Shank area of bolt in sq. mm (float) + A_n - Net tensile stress area of the bolts as per IS 1367 in sq. mm (float) + return: + T_db - Design tensile strength of bearing bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.3.5 + """ + gamma_mb = IS800_2007.cl_5_4_1_Table_5['gamma_mb'][safety_factor_parameter] + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + T_nb = min(0.90 * f_ub * A_n, f_yb * A_sb * gamma_mb / gamma_m0) + return T_nb / gamma_mb + + # cl. 10.3.6 Bolt subjected to combined shear and tension of bearing bolts + + @staticmethod + def cl_10_3_6_bearing_bolt_combined_shear_and_tension(V_sb, V_db, T_b, T_db): + """Check for bolt subjected to combined shear and tension + Args: + V_sb - factored shear force acting on the bolt, + V_db - design shear capacity, + T_b - factored tensile force acting on the bolt, + T_db - design tension capacity. + return: combined shear and friction value + Note: + Reference: + IS 800:2007, cl 10.3.6 + """ + return (V_sb / V_db) ** 2 + (T_b / T_db) ** 2 + + # ------------------------------------------------------------- + # 10.4 Friction Grip Type Bolting + # ------------------------------------------------------------- + + # cl. 10.4.3 Slip Resistance + @staticmethod + def cl_10_4_3_bolt_slip_resistance(f_ub, A_nb, n_e, mu_f, bolt_hole_type='Standard', slip_resistance='ultimate_load'): + # TODO : Ensure default slip_resistance = 'service_load' or 'ultimate_load' + """Calculate design shear strength of friction grip bolt as governed by slip + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + A_nb - Net area of the bolt at threads in sq. mm (float) + n_e - Number of effective interfaces offering frictional resistance to slip (int) + mu_f - coefficient of friction (slip factor) as specified in Table 20 + bolt_hole_type - Either 'Standard' or 'Over-sized' or 'short_slot' or 'long_slot' (str) + slip_resistance - whether slip resistance is required at service load or ultimate load + Either 'service_load' or 'ultimate_load' (str) + return: + V_dsf - Design shear strength of friction grip bolt as governed by slip in N (float) + Note: + Reference: + IS 800:2007, cl 10.4.3 + AMENDMENT NO. 1 (JANUARY 2012) to IS 800:2007 + """ + f_0 = 0.70 * f_ub + F_0 = A_nb * f_0 + if slip_resistance == 'service_load': + gamma_mf = 1.10 + else: + # TODO : slip _resistance for 'ultimate_load' is given in else + gamma_mf = 1.25 + if bolt_hole_type == 'Standard': + K_h = 1.0 + elif bolt_hole_type == 'Over-sized' or bolt_hole_type == 'short_slot' or bolt_hole_type == 'long_slot': + K_h = 0.85 + else: + # TODO : long_slot bolt loaded parallel to slot is given in else + K_h = 0.7 + if mu_f >= 0.55: + mu_f = 0.55 + V_nsf = mu_f * n_e * K_h * F_0 + V_dsf = V_nsf / gamma_mf + return V_dsf, K_h, gamma_mf + + # Table 20 Typical Average Values for Coefficient of Friction, mu_f (list) + cl_10_4_3_Table_20 = [0.20, 0.50, 0.10, 0.25, 0.30, 0.52, 0.30, 0.30, 0.50, 0.33, 0.48, 0.1] + + # cl. 10.4.5 Tension Resistance + @staticmethod + def cl_10_4_5_friction_bolt_tension_resistance(f_ub, f_yb, A_sb, A_n, + safety_factor_parameter=KEY_DP_FAB_FIELD): + """Calculate design tensile strength of friction grip bolt + Args: + f_ub - Ultimate tensile strength of the bolt in MPa (float) + f_yb - Yield strength of the bolt in MPa (float) + A_sb - Shank area of bolt in sq. mm (float) + A_n - Net tensile stress area of the bolts as per IS 1367 in sq. mm (float) + return: + T_df - Design tensile strength of friction grip bolt in N (float) + Note: + Reference: + IS 800:2007, cl 10.4.5 + AMENDMENT NO. 1 (JANUARY 2012) to IS 800:2007 + """ + gamma_mf = IS800_2007.cl_5_4_1_Table_5['gamma_mf'][safety_factor_parameter] + gamma_m0 = IS800_2007.cl_5_4_1_Table_5['gamma_m0']['yielding'] + gamma_m1 = IS800_2007.cl_5_4_1_Table_5['gamma_m1']['ultimate_stress'] + + T_nf = min(0.9 * f_ub * A_n, f_yb * A_sb * gamma_m1 / gamma_m0) + return T_nf / gamma_mf + + # cl. 10.4.6 Combined shear and Tension for friction grip bolts + @staticmethod + def cl_10_4_6_friction_bolt_combined_shear_and_tension(V_sf, V_df, T_f, T_df): + """Calculate combined shear and tension of friction grip bolt + Args: + V_sf - applied factored shear at design load + V_df - design shear strength + T_f - externally applied factored tension at design load + T_df - design tension strength + return: + combined shear and friction value + Note: + Reference: + IS 800:2007, cl 10.4.6 + """ + return (V_sf / V_df) ** 2 + (T_f / T_df) ** 2 + + @staticmethod + def cl_10_4_7_bolt_prying_force(T_e, l_v, f_o, b_e, t, f_y, end_dist, pre_tensioned='', eta=1.5): + """Calculate prying force of friction grip bolt + Args: + 2 * T_e - Force in 2 bolts on either sides of the web/plate + l_v - distance from the bolt centre line to the toe of the fillet weld or to half + the root radius for a rolled section, + beta - 2 for non pre-tensioned bolt and 1 for pre-tensioned bolt + eta - 1.5 + b_e - effective width of flange per pair of bolts + f_o - proof stress in consistent units + t - thickness of the end plate + return: + Prying force of friction grip bolt + Note: + Reference: + IS 800:2007, cl 10.4.7 + """ + if pre_tensioned == 'Pre-tensioned': + beta = 1 + else: + beta = 2 + + le_1 = end_dist + le_2 = (1.1 * t) * math.sqrt((beta * f_o) / f_y) # here f_o is taken as N/mm^2 + l_e = min(le_1, le_2) + + # # Note: In the below equation of Q, f_o is taken as kN since the value of T_e is in kN + # Q = (l_v / (2 * l_e)) * (T_e - ((beta * eta * f_o * b_e * 1e-3 * t ** 4) / (27 * l_e * l_v ** 2))) # kN + + # All Calculations are in N-mm. Please pass arguments accordingly. + Q = (l_v / (2 * l_e)) * (T_e - ((beta * eta * f_o * b_e * t ** 4) / (27 * l_e * l_v ** 2))) # N + + if Q < 0: + Q = 0.0 + + return round(Q, 2) # N + + # ------------------------------------------------------------- + # 10.5 Welds and Welding + # ------------------------------------------------------------- + + # cl. 10.5.2.3 Minimum Size of First Run or of a Single Run Fillet Weld + @staticmethod + def cl_10_5_2_3_min_weld_size(part1_thickness, part2_thickness): + """Calculate minimum size of fillet weld as per Table 21 of IS 800:2007 + Args: + part1_thickness - Thickness of either plate element being welded in mm (float) + part2_thickness - Thickness of other plate element being welded in mm (float) + Returns: + min_weld_size - Minimum size of first run or of a single run fillet weld in mm (float) + Note: + Reference: + IS 800, Table 21 (Cl 10.5.2.3) : Minimum Size of First Run or of a Single Run Fillet Weld + """ + thicker_part_thickness = max(part1_thickness, part2_thickness) + thinner_part_thickness = min(part1_thickness, part2_thickness) + + if thicker_part_thickness <= 10.0: + min_weld_size = 3 + elif thicker_part_thickness <= 20.0: + min_weld_size = 5 + elif thicker_part_thickness <= 32.0: + min_weld_size = 6 + else: # thicker_part_thickness <= 50.0: + min_weld_size = 10 + # TODO else: + if min_weld_size > thinner_part_thickness: + min_weld_size = thinner_part_thickness + return min_weld_size + + @staticmethod + def cl_10_5_3_1_max_weld_throat_thickness(part1_thickness, part2_thickness, special_circumstance=False): + + """Calculate maximum effective throat thickness of fillet weld + Args: + part1_thickness - Thickness of either plate element being welded in mm (float) + part2_thickness - Thickness of other plate element being welded in mm (float) + special_circumstance - (Boolean) + Returns: + maximum effective throat thickness of fillet weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.3.1 + """ + + if special_circumstance is True: + return min(part1_thickness, part2_thickness) + else: + return 0.7 * min(part1_thickness, part2_thickness) + + @staticmethod + def cl_10_5_3_2_factor_for_throat_thickness(fusion_face_angle=90): + + table_22 = {'60-90': 0.70, '91-100': 0.65, '101-106': 0.60, '107-113': 0.55, '114-120': 0.50} + fusion_face_angle = int(round(fusion_face_angle)) + if 60 <= fusion_face_angle <= 90: + K = table_22['60-90'] + elif 91 <= fusion_face_angle <= 100: + K = table_22['91-100'] + elif 101 <= fusion_face_angle <= 106: + K = table_22['101-106'] + elif 107 <= fusion_face_angle <= 113: + K = table_22['107-113'] + elif 114 <= fusion_face_angle <= 120: + K = table_22['114-120'] + else: + K = "NOT DEFINED" + try: + K = float(K) + except ValueError: + return + + return K + + + @staticmethod + def cl_10_5_3_2_fillet_weld_effective_throat_thickness(fillet_size, fusion_face_angle=90): + + """Calculate effective throat thickness of fillet weld for stress calculation + Args: + fillet_size - Size of fillet weld in mm (float) + fusion_face_angle - Angle between fusion faces in degrees (int) + Returns: + Effective throat thickness of fillet weld for stress calculation in mm (float) + Note: + Reference: + + IS 800:2007, cl 10.5.3.2 + + """ + K = IS800_2007.cl_10_5_3_2_factor_for_throat_thickness(fusion_face_angle) + + throat = max(round((K * fillet_size),2), 3) + + return throat + + @staticmethod + def cl_10_5_3_2_fillet_weld_effective_throat_thickness_constant(fusion_face_angle=90): + + """Calculate effective throat thickness of fillet weld for stress calculation + + Args: + fusion_face_angle - Angle between fusion faces in degrees (int) + + Returns: + Effective throat thickness of fillet weld constant + + Note: + Reference: + IS 800:2007, cl 10.5.3.2zzz + + """ + table_22 = {'60-90': 0.70, '91-100': 0.65, '101-106': 0.60, '107-113': 0.55, '114-120': 0.50} + fusion_face_angle = int(round(fusion_face_angle)) + if 60 <= fusion_face_angle <= 90: + K = table_22['60-90'] + elif 91 <= fusion_face_angle <= 100: + K = table_22['91-100'] + elif 101 <= fusion_face_angle <= 106: + K = table_22['101-106'] + elif 107 <= fusion_face_angle <= 113: + K = table_22['107-113'] + elif 114 <= fusion_face_angle <= 120: + K = table_22['114-120'] + else: + K = "NOT DEFINED" + try: + K = float(K) + except ValueError: + return + + return K + + # Cl. 10.5.3.3 Effective throat size of groove (butt) welds + + @staticmethod + def cl_10_5_3_3_groove_weld_effective_throat_thickness(*args): + + """Calculate effective throat thickness of complete penetration butt welds + *args: + Thicknesses of each plate element being welded in mm (tuple of float) + Returns: + Effective throat thickness of CJP butt weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.3.3 + """ + return min(*args) + + @staticmethod + def cl_10_5_4_1_fillet_weld_effective_length(fillet_size, available_length): + + """Calculate effective length of fillet weld from available length to weld in practice + Args: + #fillet_size - Size of fillet weld in mm (float) + available_length - Available length in mm to weld the plates in practice (float) + Returns: + Effective length of fillet weld in mm (float) + Note: + Reference: + IS 800:2007, cl 10.5.4.1 + """ + if available_length <= 4 * fillet_size: + effective_length = 0 + else: + effective_length = available_length - 2 * fillet_size + return effective_length + + # cl. 10.5.7.1.1 Design stresses in fillet welds + @staticmethod + def cl_10_5_7_1_1_fillet_weld_design_stress(ultimate_stresses, fabrication=KEY_DP_FAB_SHOP): + + """Calculate the design strength of fillet weld + Args: + ultimate_stresses - Ultimate stresses of weld and parent metal in MPa (list or tuple) + fabrication - Either 'shop' or 'field' (str) + Returns: + Design strength of fillet weld in MPa (float) + Note: + Reference: + IS 800:2007, cl 10.5.7.1.1 + """ + f_u = min(ultimate_stresses) + f_wn = (f_u / math.sqrt(3)) + gamma_mw = IS800_2007.cl_5_4_1_Table_5['gamma_mw'][fabrication] + f_wd = f_wn / gamma_mw + return f_wd + + # cl. 10.5.7.3 Long joints + @staticmethod + def cl_10_5_7_3_weld_long_joint(l_j, t_t): + + """Calculate the reduction factor for long joints in welds + Args: + l_j - length of joints in the direction of force transfer in mm (float) + t_t - throat size of the weld in mm (float) + Returns: + Reduction factor, beta_lw for long joints in welds (float) + Note: + Reference: + IS 800:2007, cl 10.5.7.3 + """ + if l_j <= 150 * t_t: + return 1.0 + beta_lw = 1.2 - ((0.2 * l_j) / (150 * t_t)) + if beta_lw >= 1.0: + beta_lw = 1.0 + elif beta_lw <= 0.6: + beta_lw = 0.6 + return beta_lw + + + # ------------------------------------------------------------- + # 10.6 Design of Connections + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.7 Minimum Design Action on Connection + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.8 Intersections + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.9 Choice of Fasteners + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.10 Connection Components + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.11 Analysis of a Bolt/Weld Group + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # 10.12 Lug Angles + # ------------------------------------------------------------- + # ------------------------------------------------------------- + # ========================================================================== + """ SECTION 11 WORKING STRESS DESIGN """ + # ========================================================================== + """ SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE """ + # ========================================================================== + """ SECTION 13 FATIGUE """ + # ========================================================================== + """ SECTION 14 DESIGN ASSISTED BY TESTING """ + # ========================================================================== + """ SECTION 15 DURABILITY """ + # ========================================================================== + """ SECTION 16 FIRE RESISTANCE """ + # ========================================================================== + """ SECTION 17 FABRICATION AND ERECTION """ + # ========================================================================== + """ ANNEX A LIST OF REFERRED INDIAN STANDARDS """ + # ========================================================================== + """ ANNEX B ANALYSIS AND DESIGN METHODS """ + # ========================================================================== + """ ANNEX C DESIGN AGAINST FLOOR VIBRATION """ + # ========================================================================== + """ ANNEX D DETERMINATION OF EFFECTIVE LENGTH OF COLUMNS """ + # ========================================================================== + """ ANNEX E ELASTIC LATERAL TORSIONAL BUCKLING """ + # ========================================================================== + """ ANNEX F CONNECTIONS """ + # ========================================================================== + """ ANNEX G GENERAL RECOMMENDATIONS FOR STEELWORK TENDERS AND CONTRACTS """ + # ========================================================================== + """ ANNEX H PLASTIC PROPERTIES OF BEAMS """ + # ========================================================================== + """ ------------------END------------------ """ + \ No newline at end of file diff --git a/osdag_core/utils/common/load.py b/osdag_core/utils/common/load.py new file mode 100644 index 000000000..9311046da --- /dev/null +++ b/osdag_core/utils/common/load.py @@ -0,0 +1,71 @@ +class Load(object): + + def __init__(self, + axial_force=0.0, + shear_force=0.0, + shear_force_zz=0.0, + shear_force_yy=0.0, + moment=0.0, + moment_zz=0.0, + moment_yy=0.0, + moment_minor=0.0, + unit_kNm=False): + + force_multiplier = 1.0 + moment_multiplier = 1.0 + if unit_kNm is True: + force_multiplier = 1e3 + moment_multiplier = 1e6 + print(force_multiplier, "is force multiplier") + if axial_force != "": + self.axial_force = force_multiplier * float(axial_force) + else: + self.axial_force = 0.0 + + ''' + Shear force + ''' + if shear_force != "": + self.shear_force = force_multiplier * float(shear_force) + else: + self.shear_force = 0.0 + if shear_force_zz != "": + self.shear_force_zz = force_multiplier * float(shear_force_zz) + else: + self.shear_force_zz = 0.0 + if shear_force_yy != "": + self.shear_force_yy = force_multiplier * float(shear_force_yy) + else: + self.shear_force_yy = 0.0 + + ''' + Moment force + ''' + if moment != "": + self.moment = moment_multiplier * float(moment) + self.moment_minor = moment_multiplier * float(moment_minor) + else: + self.moment = 0.0 + self.moment_minor = 0.0 + if moment_yy != "": + self.moment_yy = moment_multiplier * float(moment_yy) + self.moment_minor = moment_multiplier * float(moment_minor) + else: + self.moment_yy = 0.0 + self.moment_minor = 0.0 + if moment_zz != "": + self.moment_zz = moment_multiplier * float(moment_zz) + self.moment_minor = moment_multiplier * float(moment_minor) + else: + self.moment_zz = 0.0 + self.moment_minor = 0.0 + print("setting factored input loads as, axial force = {0} N, shear force = {1} N, moment = {2} Nmm".format( + self.axial_force, self.shear_force, self.moment)) + + def __repr__(self): + repr = "Load\n" + repr += "Axial Force: {}\n".format(self.axial_force) + repr += "Shear Force: {}\n".format(self.shear_force) + repr += "Moment: {}\n".format(self.moment) + repr += "Moment Minor: {}\n".format(self.moment_minor) + return repr \ No newline at end of file diff --git a/utils/common/material.py b/osdag_core/utils/common/material.py similarity index 76% rename from utils/common/material.py rename to osdag_core/utils/common/material.py index 2ec2133d1..e20297a31 100644 --- a/utils/common/material.py +++ b/osdag_core/utils/common/material.py @@ -1,13 +1,12 @@ import sqlite3 -from Common import * +from ...Common import * import logging -from utils.common.is800_2007 import IS800_2007 +from .is800_2007 import IS800_2007 class Material(object): def __init__(self, material_grade='', thickness=41): - self.fy_20 = 0.0 self.fy_20_40 = 0.0 self.fy_40 = 0.0 @@ -16,6 +15,8 @@ def __init__(self, material_grade='', thickness=41): # if material_grade not in ["Select Material", "Custom"] and "Custom" not in material_grade: self.connect_to_database_to_get_fy_fu(grade=material_grade, thickness=thickness) self.material = material_grade + self.modulus_of_elasticity = 200000 # MPa + self.unit_mass = 7850 # kg/m3 # if material_grade.split(" ")[0] == "Custom": # material = material_grade.split(" ") # if len(material) == 3: @@ -104,37 +105,3 @@ def connect_to_database_to_get_fy_fu(self, grade, thickness): # Tdb = min(T_db1, T_db2) # # Tdb = round(Tdb, 3) # self.block_shear_capacity_axial = round(Tdb/1000,2) - - def set_osdaglogger(key): - - """ - Function to set Logger for Tension Module - """ - - # @author Arsil Zunzunia - global logger - logger = logging.getLogger('osdag') - - logger.setLevel(logging.DEBUG) - handler = logging.StreamHandler() - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - - handler.setFormatter(formatter) - logger.addHandler(handler) - handler = logging.FileHandler('logging_text.log') - - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - # handler.setLevel(logging.INFO) - # formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - # handler.setFormatter(formatter) - # logger.addHandler(handler) - handler = OurLog(key) - # handler.setLevel(logging.DEBUG) - formatter = logging.Formatter(fmt='%(asctime)s - %(name)s - %(levelname)s - %(message)s', datefmt='%H:%M:%S') - handler.setFormatter(formatter) - logger.addHandler(handler) - diff --git a/osdag_core/utils/common/other_standards.py b/osdag_core/utils/common/other_standards.py new file mode 100644 index 000000000..3fe1a273f --- /dev/null +++ b/osdag_core/utils/common/other_standards.py @@ -0,0 +1,497 @@ +"""Module for Indian Standards other than IS 800 : 2007 + +Included standards, + IS 1363 - Part 1 : 2002 + IS 1363 - Part 3 : 2002 + IS 1367 - Part 3 : 2002 + IS 3757 : 1985 + IS 6623 : 2004 + IS 5624:1993, Foundation Bolts - Specification + +Started on 15 - Nov - 2018 + +@author: ajmalbabums, Danish Ansari, Sourabh Das +""" +import sqlite3 +import math +# FIXME: Keeping os and sys even if not used here. They are used in importing files without being explicitly imported themselves. +import os +import sys +from importlib.resources import files + +PATH_TO_DATABASE = files("osdag_core.data.ResourceFiles.Database").joinpath("Intg_osdag.sqlite") + +# IS 1363 - Part 1 : 2002 +class IS1363_part_1_2002(object): + """Perform calculations as per IS 1363 (Part 1) : 2002 [ISO 4016: 1999] + Hexagon head bolts, screws, and nuts of product grade C + Part 1 : Hexagon head bolts (size M5 to M64) + """ + + # Dimensions of Metric bolts as per Table 1 and 2 of IS 1363(Part-1) :2002 (dict) + bolt_dimensions = { + 5: {'pitch': 0.80, 'head_thick': 3.5, 'head_diag': 8.630, 'head_dia': 8.0, 'thread': "preferred"}, + 6: {'pitch': 1.00, 'head_thick': 4.0, 'head_diag': 10.890, 'head_dia': 10.0, 'thread': "preferred"}, + 8: {'pitch': 1.25, 'head_thick': 5.3, 'head_diag': 14.200, 'head_dia': 13.0, 'thread': "preferred"}, + 10: {'pitch': 1.50, 'head_thick': 6.4, 'head_diag': 17.590, 'head_dia': 16.0, 'thread': "preferred"}, + 12: {'pitch': 1.75, 'head_thick': 7.5, 'head_diag': 19.850, 'head_dia': 18.0, 'thread': "preferred"}, + 16: {'pitch': 2.00, 'head_thick': 10.0, 'head_diag': 26.170, 'head_dia': 24.0, 'thread': "preferred"}, + 20: {'pitch': 2.50, 'head_thick': 12.5, 'head_diag': 32.950, 'head_dia': 30.0, 'thread': "preferred"}, + 24: {'pitch': 3.00, 'head_thick': 15.0, 'head_diag': 39.550, 'head_dia': 36.0, 'thread': "preferred"}, + 30: {'pitch': 3.50, 'head_thick': 18.7, 'head_diag': 50.850, 'head_dia': 46.0, 'thread': "preferred"}, + 36: {'pitch': 4.00, 'head_thick': 22.5, 'head_diag': 60.790, 'head_dia': 55.0, 'thread': "preferred"}, + 42: {'pitch': 4.50, 'head_thick': 26.0, 'head_diag': 71.300, 'head_dia': 65.0, 'thread': "preferred"}, + 48: {'pitch': 5.00, 'head_thick': 30.0, 'head_diag': 82.600, 'head_dia': 75.0, 'thread': "preferred"}, + 56: {'pitch': 5.50, 'head_thick': 35.0, 'head_diag': 93.560, 'head_dia': 85.0, 'thread': "preferred"}, + 64: {'pitch': 6.00, 'head_thick': 40.0, 'head_diag': 104.86, 'head_dia': 95.0, 'thread': "preferred"}, + 14: {'pitch': 2.00, 'head_thick': 8.8, 'head_diag': 22.780, 'head_dia': 21.0, 'thread': "non_preferred"}, + 18: {'pitch': 2.50, 'head_thick': 11.5, 'head_diag': 29.560, 'head_dia': 27.0, 'thread': "non_preferred"}, + 22: {'pitch': 2.50, 'head_thick': 14.0, 'head_diag': 37.290, 'head_dia': 34.0, 'thread': "non_preferred"}, + 27: {'pitch': 3.00, 'head_thick': 17.0, 'head_diag': 45.200, 'head_dia': 41.0, 'thread': "non_preferred"}, + 33: {'pitch': 3.50, 'head_thick': 21.0, 'head_diag': 55.370, 'head_dia': 50.0, 'thread': "non_preferred"}, + 39: {'pitch': 4.00, 'head_thick': 25.0, 'head_diag': 66.440, 'head_dia': 60.0, 'thread': "non_preferred"}, + 45: {'pitch': 4.50, 'head_thick': 28.0, 'head_diag': 76.950, 'head_dia': 70.0, 'thread': "non_preferred"}, + 52: {'pitch': 5.00, 'head_thick': 33.0, 'head_diag': 86.250, 'head_dia': 80.0, 'thread': "non_preferred"}, + 60: {'pitch': 5.50, 'head_thick': 38.0, 'head_diag': 99.210, 'head_dia': 90.0, 'thread': "non_preferred"} + } + + # Available lengths of bolts as per Table 1 and 2 of IS 1363(Part-1) :2002 (list) + # Preferred threads + bolt_length_preferred = [25, 30, 35, 40, 45, 50, 55, 60, 65, 70, 80, 90, 100, 110, 120, 130, 140, 150, 160, 180, + 200, 220, 240, 260, 280, 300, 320, 340, 360, 380, 400, 420, 440, 460, 480, 500] + # Non preferred threads + bolt_length_non_preferred = [60, 65, 70, 80, 90, 100, 110, 120, 130, 140, 150, 160, 180, 200, 220, 240, + 260, 280, 300, 320, 340, 360, 380, 400, 420, 440, 460, 480, 500] + + +# IS 1363 - Part 3 : 2002 +class IS1363_part_3_2002(object): + """Perform calculations as per IS 1363 (Part 3) : 2002 [ISO 4034: 1999] + Hexagon head bolts, screws, and nuts of product grade C + Part 3 : Hexagon nuts (size M5 to M64) + """ + + # Dimensions of Metric nuts as per Table 1 and 2 of IS 1363(Part-3) :2002 (dict) + nut_dimensions = { + 5: {'pitch': 0.80, 'nut_dia': 8.0, 'nut_diag': 8.630, 'nut_thick_max': 5.6, 'nut_thick_min': 4.4, + 'thread': "preferred"}, + 6: {'pitch': 1.00, 'nut_dia': 10.0, 'nut_diag': 10.890, 'nut_thick_max': 6.4, 'nut_thick_min': 4.9, + 'thread': "preferred"}, + 8: {'pitch': 1.25, 'nut_dia': 13.0, 'nut_diag': 14.200, 'nut_thick_max': 7.9, 'nut_thick_min': 6.4, + 'thread': "preferred"}, + 10: {'pitch': 1.50, 'nut_dia': 16.0, 'nut_diag': 17.590, 'nut_thick_max': 9.5, 'nut_thick_min': 8.0, + 'thread': "preferred"}, + 12: {'pitch': 1.75, 'nut_dia': 18.0, 'nut_diag': 19.850, 'nut_thick_max': 12.2, 'nut_thick_min': 10.4, + 'thread': "preferred"}, + 16: {'pitch': 2.00, 'nut_dia': 24.0, 'nut_diag': 26.170, 'nut_thick_max': 15.9, 'nut_thick_min': 14.1, + 'thread': "preferred"}, + 20: {'pitch': 2.50, 'nut_dia': 30.0, 'nut_diag': 32.950, 'nut_thick_max': 19.0, 'nut_thick_min': 16.9, + 'thread': "preferred"}, + 24: {'pitch': 3.00, 'nut_dia': 36.0, 'nut_diag': 39.550, 'nut_thick_max': 22.3, 'nut_thick_min': 20.2, + 'thread': "preferred"}, + 30: {'pitch': 3.50, 'nut_dia': 46.0, 'nut_diag': 50.850, 'nut_thick_max': 26.4, 'nut_thick_min': 24.3, + 'thread': "preferred"}, + 36: {'pitch': 4.00, 'nut_dia': 55.0, 'nut_diag': 60.790, 'nut_thick_max': 31.9, 'nut_thick_min': 29.4, + 'thread': "preferred"}, + 42: {'pitch': 4.50, 'nut_dia': 65.0, 'nut_diag': 71.300, 'nut_thick_max': 34.9, 'nut_thick_min': 32.4, + 'thread': "preferred"}, + 48: {'pitch': 5.00, 'nut_dia': 75.0, 'nut_diag': 82.600, 'nut_thick_max': 38.9, 'nut_thick_min': 36.4, + 'thread': "preferred"}, + 56: {'pitch': 5.50, 'nut_dia': 85.0, 'nut_diag': 93.560, 'nut_thick_max': 45.9, 'nut_thick_min': 43.4, + 'thread': "preferred"}, + 64: {'pitch': 6.00, 'nut_dia': 95.0, 'nut_diag': 104.860, 'nut_thick_max': 52.4, 'nut_thick_min': 49.4, + 'thread': "preferred"}, + 14: {'pitch': 2.00, 'nut_dia': 21.0, 'nut_diag': 22.780, 'nut_thick_max': 13.9, 'nut_thick_min': 12.1, + 'thread': "non_preferred"}, + 18: {'pitch': 2.50, 'nut_dia': 27.0, 'nut_diag': 29.560, 'nut_thick_max': 16.9, 'nut_thick_min': 15.1, + 'thread': "non_preferred"}, + 22: {'pitch': 2.50, 'nut_dia': 34.0, 'nut_diag': 37.290, 'nut_thick_max': 20.2, 'nut_thick_min': 18.1, + 'thread': "non_preferred"}, + 27: {'pitch': 3.00, 'nut_dia': 41.0, 'nut_diag': 45.200, 'nut_thick_max': 24.7, 'nut_thick_min': 22.6, + 'thread': "non_preferred"}, + 33: {'pitch': 3.50, 'nut_dia': 50.0, 'nut_diag': 55.370, 'nut_thick_max': 29.5, 'nut_thick_min': 27.4, + 'thread': "non_preferred"}, + 39: {'pitch': 4.00, 'nut_dia': 60.0, 'nut_diag': 66.440, 'nut_thick_max': 34.3, 'nut_thick_min': 31.8, + 'thread': "non_preferred"}, + 45: {'pitch': 4.50, 'nut_dia': 70.0, 'nut_diag': 76.950, 'nut_thick_max': 36.9, 'nut_thick_min': 34.4, + 'thread': "non_preferred"}, + 52: {'pitch': 5.00, 'nut_dia': 80.0, 'nut_diag': 88.250, 'nut_thick_max': 42.9, 'nut_thick_min': 40.4, + 'thread': "non_preferred"}, + 60: {'pitch': 5.50, 'nut_dia': 90.0, 'nut_diag': 99.210, 'nut_thick_max': 48.9, 'nut_thick_min': 46.4, + 'thread': "non_preferred"} + } + + +# IS 1367 - Part 3 : 2002 +class IS1367_Part3_2002(object): + """Perform calculations as per IS 1367 (Part 3) : 2002 [ISO 898-1:1999] + Technical supply conditions for threaded steel fasteners + Part 3 : Mechanical properties of fasteners made of carbon steel and alloy steel- + Bolts, screws and studs + """ + + @staticmethod + def get_bolt_PC(): + # Bolt grades available as per Table 1 of IS 1367(Part-3) :2002 (list) + bolt_grades = ['3.6', '4.6', '4.8', '5.6', '5.8', '6.8', '8.8', '9.8', '10.9', '12.9'] + return bolt_grades + + # Calculate bolt nominal tensile strength depending upon grade of bolt + @staticmethod + def get_bolt_fu_fy(bolt_PC, bolt_diameter): + """Calculate nominal tensile strength and yield strength of bolt + + Args: + bolt_PC: Property Class of bolt (property class as per the designation) (float) + + Return: + Nominal tensile strength of bolt in MPa and Yield strength in MPa (list) + + Note: + Reference: + IS 1367 (Part 3) :2002 cl. 3 + + """ + try: + bolt_PC = float(bolt_PC) + bolt_diameter = int(bolt_diameter) + except ValueError: + return + + conn = sqlite3.connect(PATH_TO_DATABASE) + db_query = "SELECT * FROM Bolt_fy_fu WHERE Property_Class = ? AND Diameter_min < ? AND Diameter_max >= ?" + cur = conn.cursor() + cur.execute(db_query, (bolt_PC, bolt_diameter, bolt_diameter,)) + row = cur.fetchone() + + bolt_fy = float(row[3]) + bolt_fu = float(row[4]) + + # bolt_fu = float(int(bolt_grade) * 100) + # bolt_fy = float((bolt_grade - int(bolt_grade)) * bolt_fu) + return [bolt_fu, bolt_fy] + + # Returns bolt shank area and nominal stress area depending upon diameter of bolt + @staticmethod + def bolt_area(bolt_diameter): + """Calculate shank area and nominal stress area (thread area) of bolt + + Args: + bolt_diameter: Nominal diameter of bolt in mm (float) + + Return: + Shank area and nominal stress area of bolt as given in Table 6 of IS 1367 (Part-3) : 2002 (list) + + Note: + Reference: + IS 1367 (Part 3) :2002 Table 6 + """ + try: + shank_area = round(math.pi * bolt_diameter ** 2 / 4) # mm^2 + except ValueError: + return + + #Note: The area of the bolts for diameter 48, 56, 64 and 72 has been added for base plate design + # (these might not be available in IS 1367 (Part-3) : 2002) + table_6 = {3: 5.03, 3.5: 6.78, 4: 8.78, 5: 14.2, 6: 20.1, 7: 28.9, 8: 36.6, 10: 58, + 12: 84.3, 14: 115, 16: 157, 18: 192, 20: 245, 22: 303, 24: 353, 27: 459, + 30: 561, 33: 694, 36: 817, 39: 976, 42: 1080, 45: 1240, 48: 1411, 52: 1656, 56: 1921, 60: 2205, 64: 2508, 72: 3175} + try: + return [shank_area, table_6[bolt_diameter]] + except KeyError: + return + + +# IS 3757 : 1985 +class IS3757_1985(object): + """Perform calculations as per IS 3757 : 1985 [ISO/DIS 7412] + Specifications for high strength structural bolts + """ + + # Dimensions of High Strength Structural Bolts as per Table 1 (dict) [key: Diameter of bolt] + bolt_dimensions = { + 16: {'pitch': 2.00, 'head_thick': 10.0, 'head_diag': 29.56, 'head_dia': 27.0, 'thread': "preferred"}, + 20: {'pitch': 2.50, 'head_thick': 12.5, 'head_diag': 37.29, 'head_dia': 34.0, 'thread': "preferred"}, + 22: {'pitch': 2.50, 'head_thick': 14.0, 'head_diag': 39.55, 'head_dia': 36.0, 'thread': "non_preferred"}, + 24: {'pitch': 3.00, 'head_thick': 15.0, 'head_diag': 45.20, 'head_dia': 41.0, 'thread': "preferred"}, + 27: {'pitch': 3.00, 'head_thick': 17.0, 'head_diag': 50.85, 'head_dia': 46.0, 'thread': "non_preferred"}, + 30: {'pitch': 3.50, 'head_thick': 18.7, 'head_diag': 55.37, 'head_dia': 50.0, 'thread': "preferred"}, + 36: {'pitch': 4.00, 'head_thick': 22.5, 'head_diag': 66.44, 'head_dia': 60.0, 'thread': "preferred"} + } + + # Returns a list of available bolt lengths in mm depending upon diameter of bolt + @staticmethod + def bolt_length(bolt_diameter): + """Make a list of available bolt lengths in mm for the given diameter of bolt + + Args: + bolt_diameter: Nominal diameter of bolt in mm (float) + + Return: + List of available bolt lengths in mm as per IS: 3757 : 1985 for the given diameter (list) + + Note: + Reference: + IS 3757 : 1985, Table 2 + """ + bolt_lengths = [40, 45, 50, 55, 60, 65, 70, 75, 80, 85, 90, 95, 100, 110, 120, 130, 140, 150, + 160, 170, 180, 190, 200, 210, 220, 230, 240, 250, 260, 270, 280, 290, 300] + length_index = {16: 0, 20: 1, 22: 2, 24: 3, 27: 4, 30: 5, 36: 7} + return bolt_lengths[length_index[bolt_diameter]:] + + +# IS 6623 : 2004 +class IS6623_2004(object): + """Perform calculations on steel design as per Indian Standard, IS 6623 :2004 + High Strength Structural Nuts - Specification + """ + + # Dimensions of High Strength Nuts as per Table 1 (dict) [key: Nut thread size in mm] + nut_dimensions = { + 12: {'pitch': 1.75, 'nut_dia': 21.0, 'nut_diag': 22.780, 'nut_thick_max': 12.3, 'nut_thick_min': 11.9, + 'thread': "preferred"}, + 16: {'pitch': 2.00, 'nut_dia': 27.0, 'nut_diag': 29.56, 'nut_thick_max': 17.1, 'nut_thick_min': 16.4, + 'thread': "preferred"}, + 20: {'pitch': 2.50, 'nut_dia': 34.0, 'nut_diag': 37.29, 'nut_thick_max': 20.7, 'nut_thick_min': 19.4, + 'thread': "preferred"}, + 22: {'pitch': 2.50, 'nut_dia': 35.0, 'nut_diag': 39.55, 'nut_thick_max': 23.6, 'nut_thick_min': 22.3, + 'thread': "non_preferred"}, + 24: {'pitch': 3.00, 'nut_dia': 41.0, 'nut_diag': 45.20, 'nut_thick_max': 24.2, 'nut_thick_min': 22.9, + 'thread': "preferred"}, + 27: {'pitch': 3.00, 'nut_dia': 46.0, 'nut_diag': 50.85, 'nut_thick_max': 27.6, 'nut_thick_min': 26.3, + 'thread': "non_preferred"}, + 30: {'pitch': 3.50, 'nut_dia': 50.0, 'nut_diag': 55.37, 'nut_thick_max': 30.7, 'nut_thick_min': 29.1, + 'thread': "preferred"}, + 36: {'pitch': 4.00, 'nut_dia': 60.0, 'nut_diag': 66.44, 'nut_thick_max': 36.6, 'nut_thick_min': 35.0, + 'thread': "preferred"} + } + + +# IS 5624:1993, Foundation Bolts - Specification +class IS_5624_1993(object): + """Specifications of IS 5624:1993""" + + @staticmethod + def table1(anchor_dia): + """Dimensions and preferred length dia combination of anchor bolt + + Args: anchor_dia (str) - Diameter of the anchor bolt + + Returns: anchor_length (int) - A list with the minimum and maximum length of the anchor bolt in mm + + Note: The length of the anchor bolt is decided based on the range suggested by Table 1 of IS 5624:1993. + The average value is rounded off to a higher multiple of 5. + + """ + anchor_details = { + 'M8': {'dia': 8, 'min_len': 80, 'max_len': 200, 'avg_len': 140}, + 'M10': {'dia': 10, 'min_len': 100, 'max_len': 250, 'avg_len': 175}, + 'M12': {'dia': 12, 'min_len': 125, 'max_len': 320, 'avg_len': 225}, + 'M16': {'dia': 16, 'min_len': 160, 'max_len': 500, 'avg_len': 330}, + 'M20': {'dia': 20, 'min_len': 200, 'max_len': 800, 'avg_len': 500}, + 'M24': {'dia': 24, 'min_len': 250, 'max_len': 1250, 'avg_len': 750}, + 'M30': {'dia': 30, 'min_len': 320, 'max_len': 2000, 'avg_len': 1160}, + 'M36': {'dia': 36, 'min_len': 400, 'max_len': 2500, 'avg_len': 1450}, + 'M42': {'dia': 42, 'min_len': 400, 'max_len': 2500, 'avg_len': 1450}, + 'M48': {'dia': 48, 'min_len': 630, 'max_len': 3200, 'avg_len': 1915}, + 'M56': {'dia': 56, 'min_len': 800, 'max_len': 3200, 'avg_len': 2000}, + 'M64': {'dia': 64, 'min_len': 1000, 'max_len': 3200, 'avg_len': 2100}, + 'M72': {'dia': 72, 'min_len': 1000, 'max_len': 3200, 'avg_len': 2100}, + }[str(anchor_dia)] + + anchor_details_list = [anchor_details.get('dia'), anchor_details.get('min_len'), + anchor_details.get('max_len'), anchor_details.get('avg_len')] + + return anchor_details_list + + +class AISC(object): + # TODO: This formula based on AISC guidelines, check if this should be included + @staticmethod + def cl_j_4_2_b_shear_rupture(A_vn, fu): + ''' + Args: + A_vn (float) Net area under shear + beam_fu (float) Ultimate stress of beam material + Returns: + Capacity of beam web in shear rupture + Note: + Reference: + J4.2(b) Speciļ¬cation for Structural Steel Buildings, June 22, 2010, AISC + ''' + R_n = (0.75 * fu * A_vn) + shear_rupture_capacity = round(R_n, 2) + return shear_rupture_capacity + + +class IS6649(object): + """ IS 6649:1985, Hardened and Tempered Washers for High Strength Structural Bolts and Nuts + + """ + @staticmethod + def circular_washer_dimensions(bolt_dia): + """ Calculate the dimensions - diameter (inner and outer) and thickness for circular washer (Type A) confirming to IS 6649:1985. + The washers are used for high strength structural bolts and nuts. + + Args: + bolt_dia: diameter of the bolt in mm (int) + + Returns: + inner and outer diameter of the washer in mm (dictionary) + thickness of the washer in mm (dictionary) + + Reference - Table 1, IS 6649:1985 + + Note: The IS code does not specify dimensions of washer for bolt sizes of M8, M10, M12, M16, M42, M48, M56, M64 and M72 + The dimensions of these washers are thus calculated/approximated referring to those specified by the code + """ + washer_dimensions = { + 8: {'dia_in': 10, 'dia_out': 18, 'washer_thk': 4.6}, + 10: {'dia_in': 12, 'dia_out': 20, 'washer_thk': 4.6}, + 12: {'dia_in': 14, 'dia_out': 25, 'washer_thk': 4.6}, + 16: {'dia_in': 18, 'dia_out': 34, 'washer_thk': 4.6}, + 20: {'dia_in': 22, 'dia_out': 42, 'washer_thk': 4.6}, + 22: {'dia_in': 24, 'dia_out': 44, 'washer_thk': 4.6}, + 24: {'dia_in': 26, 'dia_out': 50, 'washer_thk': 4.6}, + 27: {'dia_in': 30, 'dia_out': 66, 'washer_thk': 4.6}, + 30: {'dia_in': 33, 'dia_out': 60, 'washer_thk': 4.6}, + 36: {'dia_in': 39, 'dia_out': 72, 'washer_thk': 4.6}, + 42: {'dia_in': 45, 'dia_out': 85, 'washer_thk': 6.0}, + 48: {'dia_in': 51, 'dia_out': 100, 'washer_thk': 6.0}, + 56: {'dia_in': 59, 'dia_out': 115, 'washer_thk': 6.0}, + 64: {'dia_in': 67, 'dia_out': 130, 'washer_thk': 6.0}, + 72: {'dia_in': 75, 'dia_out': 145, 'washer_thk': 6.0}, + }[bolt_dia] + + return washer_dimensions + + @staticmethod + def square_washer_dimensions(bolt_dia): + """ Calculate the dimensions - diameter (inner and outer) and thickness for circular washer (Type B and C) confirming to IS 6649:1985. + The washers are used for high strength structural bolts and nuts. + + Args: + bolt_dia: diameter of the bolt in mm (int) + + Returns: + inner and outer diameter of the washer in mm (dictionary) + thickness of the washer in mm (dictionary) + + Reference - Table 2, IS 6649:1985 + + Note: The IS code does not specify dimensions of washer for bolt sizes of M8, M10, M12, M16, M42, M48, M56, M64 and M72 + The dimensions of these washers are thus calculated/approximated referring to those specified by the code + + Table 2 gives washer thickness for tapered washers, however for non-tapered washers, mean thickness is used. + + The sizes of the washer is adjusted such that its size is atleast greater than the bolt/anchor diameter + + The 'side' dimension of the washer is chosen maximum considering the nut size as per IS:3757(1989) and IS:1364 (PART-1) : 2002 + Adding 10 mm extra on each side + + boltHeadDia = {5: 8, 6: 10, 8: 13, 10: 16, 12: 18, 14: 21, 16: 24, 18: 27, 20: 30, 22: 34, 24: 36, 27: 41, + 30: 46, 33: 50, 36: 55, 39: 60, 42: 65, 48: 75, 56: 85, 64: 95, 72: 110} + + """ + washer_dimensions = { + 8: {'dia_in': 10, 'side': max(25, 23), 'washer_thk': 6.0}, + 10: {'dia_in': 12, 'side': max(25, 26), 'washer_thk': 6.0}, + 12: {'dia_in': 14, 'side': max(25, 28), 'washer_thk': 6.0}, + 16: {'dia_in': 18, 'side': max(45, 34), 'washer_thk': 8.5}, + 20: {'dia_in': 22, 'side': max(45, 40), 'washer_thk': 8.5}, + 22: {'dia_in': 24, 'side': max(45, 44), 'washer_thk': 8.5}, + 24: {'dia_in': 26, 'side': max(45, 46), 'washer_thk': 8.5}, + 27: {'dia_in': 30, 'side': max(58, 52), 'washer_thk': 8.5}, + 30: {'dia_in': 33, 'side': max(58, 56), 'washer_thk': 8.5}, + 36: {'dia_in': 39, 'side': max(58, 65), 'washer_thk': 8.5}, + 42: {'dia_in': 45, 'side': max(80, 75), 'washer_thk': 10.0}, + 48: {'dia_in': 51, 'side': max(80, 85), 'washer_thk': 10.0}, + 56: {'dia_in': 59, 'side': max(100, 95), 'washer_thk': 12.0}, + 64: {'dia_in': 67, 'side': max(100, 105), 'washer_thk': 12.0}, + 72: {'dia_in': 75, 'side': max(100, 120), 'washer_thk': 12.0}, + }[bolt_dia] + return washer_dimensions + + +class IS1364Part3(object): + """ Hexagon Head Bolts, Screws, and Nuts of Product Grade A, and B, Part 3: Hexagon Nuts (Size Range M5 to M64) + + """ + + @staticmethod + def nut_thick(bot_dia): + """ Returns the thickness of the hexagon nut (Grade A and B) depending upon the nut diameter as per IS1364-3(2002) - Table 1 + + Args: + bot_dia: diameter of the bolt in mm (int) + + Returns: the thickness of the hexagon nut (float) + + Note: The nut thk for 72 diameter is not available in IS code, however an approximated value is assumed. + 72 mm dia bolt is used in the base plate module. + """ + nut_thickness = { + 5: 4.7, + 6: 5.2, + 8: 6.8, + 10: 8.4, + 12: 10.8, + 14: 12.8, + 16: 14.8, + 18: 15.8, + 20: 18.0, + 22: 19.4, + 24: 21.5, + 27: 23.8, + 30: 25.6, + 33: 28.7, + 36: 31, + 39: 33.4, + 42: 34.0, + 48: 38.0, + 56: 45.0, + 64: 51.0, + 72: 60.0 + }[bot_dia] + + return nut_thickness + + @staticmethod + def nut_size(bot_dia): + """ Returns the size of the hexagon nut (Grade A and B) depending upon the nut diameter as per IS1364-3(2002) - Table 1 + + Args: + bot_dia: diameter of the bolt in mm (int) + + Returns: size of the hexagon nut [maximum of s and e, refer fig. 1 of IS 1364-3:2002] (float) + + Note: The nut size for 72 diameter is not available in IS code, however an approximated value is assumed. + 72 mm dia bolt is used in the base plate module. + """ + nut_size = { + 5: max(8.0, 8.79), + 6: max(10.0, 11.5), + 8: max(16.0, 14.38), + 10: max(16.0, 17.77), + 12: max(18.0, 20.03), + 14: max(21.0, 23.36), + 16: max(24.0, 26.75), + 18: max(27.0, 29.56), + 20: max(30.0, 32.95), + 22: max(34.0, 37.29), + 24: max(36.0, 39.55), + 27: max(41.0, 45.2), + 30: max(46.0, 50.85), + 33: max(50.0, 55.37), + 36: max(55.0, 60.79), + 39: max(60.0, 66.44), + 42: max(65.0, 71.3), + 45: max(70.0, 76.95), + 48: max(75.0, 82.6), + 52: max(80.0, 88.0), + 56: max(85.0, 93.56), + 60: max(90.0, 99.21), + 64: max(95.0, 104.86), + }[bot_dia] + + return nut_size diff --git a/utils/common/output.py b/osdag_core/utils/common/output.py similarity index 100% rename from utils/common/output.py rename to osdag_core/utils/common/output.py diff --git a/osdag_core/utils/internet_connectivity.py b/osdag_core/utils/internet_connectivity.py new file mode 100644 index 000000000..bcf9ba217 --- /dev/null +++ b/osdag_core/utils/internet_connectivity.py @@ -0,0 +1,75 @@ +from PySide6.QtCore import QObject, QTimer, Signal, QEventLoop, QUrl +from PySide6.QtNetwork import QNetworkAccessManager, QNetworkRequest, QNetworkReply + + +class InternetConnectivity(QObject): + online_status_changed = Signal(bool) + + def __init__(self, check_interval_ms=5000, parent=None): + super().__init__(parent) + self._manager = QNetworkAccessManager(self) + self._timer = QTimer(self) + self._timer.timeout.connect(self._check_once) + self._is_online = None + self._check_interval = check_interval_ms + + def start_monitoring(self): + """ + Start periodic monitoring. Always know the current connectivity without manually checking. + Feasible for Osdag Web Application. + + Check every `self._check_interval` milliseconds. + + """ + self._timer.start(self._check_interval) + self._check_once() + + def stop_monitoring(self): + """Stop periodic monitoring.""" + self._timer.stop() + + def is_online(self, timeout_ms=5000) -> bool: + """ + Synchronous one-time check. Returns True if internet is available. + + Notify when the online status changes (from offline ā†’ online or online ā†’ offline). + Connect this to any slot/function to react to connectivity changes. + + returns + --- + + bool: + `True` if internet is available, `False` otherwise. + """ + loop = QEventLoop() + reply = self._manager.get(QNetworkRequest(QUrl("http://www.google.com"))) + reply.finished.connect(loop.quit) + + # Quit the loop after timeout + timer = QTimer() + timer.setSingleShot(True) + timer.timeout.connect(loop.quit) + timer.start(timeout_ms) + + loop.exec() + + success = reply.error() == QNetworkReply.NoError if reply.isFinished() else False + + reply.deleteLater() + timer.deleteLater() + return success + + + def _check_once(self): + """Internal async check (used by timer - Internal usage).""" + reply = self._manager.get(QNetworkRequest(QUrl("http://www.google.com"))) + reply.finished.connect(lambda: self._handle_reply(reply)) + + def _handle_reply(self, reply): + """Handle the network reply and emit signal if status changed (Internal usage).""" + success = reply.error() == QNetworkReply.NoError + if success != self._is_online: + self._is_online = success + self.online_status_changed.emit(success) + reply.deleteLater() + diff --git a/utils/validator.py b/osdag_core/utils/validator.py similarity index 99% rename from utils/validator.py rename to osdag_core/utils/validator.py index f3717d5b9..baecc08fe 100644 --- a/utils/validator.py +++ b/osdag_core/utils/validator.py @@ -1,4 +1,4 @@ -from app.utils.common.is800_2007 import IS800_2007 +from .common.is800_2007 import IS800_2007 class Validator (object): diff --git a/osdag_web/asgi.py b/osdag_web/asgi.py deleted file mode 100644 index 272568099..000000000 --- a/osdag_web/asgi.py +++ /dev/null @@ -1,16 +0,0 @@ -""" -ASGI config for osdag_on_web project. - -It exposes the ASGI callable as a module-level variable named ``application``. - -For more information on this file, see -https://docs.djangoproject.com/en/3.2/howto/deployment/asgi/ -""" - -import os - -from django.core.asgi import get_asgi_application - -os.environ.setdefault('DJANGO_SETTINGS_MODULE', 'osdag_web.settings') - -application = get_asgi_application() diff --git a/osdag_web/postgres_credentials.py b/osdag_web/postgres_credentials.py deleted file mode 100644 index f380aab60..000000000 --- a/osdag_web/postgres_credentials.py +++ /dev/null @@ -1,20 +0,0 @@ -######################################################### -# Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # -######################################################### - - -def get_username() : - return "myuser" - -def get_password() : - return "mypassword" - -def get_host() : - return 'db' - - -def get_port() : - return '5432' - -def get_database_name() : - return 'mydb' \ No newline at end of file diff --git a/osdag_web/settings.py b/osdag_web/settings.py deleted file mode 100644 index c586d74f4..000000000 --- a/osdag_web/settings.py +++ /dev/null @@ -1,228 +0,0 @@ -""" -Django settings for osdag_web project. - -Generated by 'django-admin startproject' using Django 3.2.15. - -For more information on this file, see -https://docs.djangoproject.com/en/3.2/topics/settings/ - -For the full list of settings and their values, see -https://docs.djangoproject.com/en/3.2/ref/settings/ -""" - -from pathlib import Path -from osdag_web.secret_key import get_secret_key -from osdag_web.postgres_credentials import get_database_name, get_host, get_password, get_port, get_username -import os -from datetime import timedelta - -# Build paths inside the project like this: BASE_DIR / 'subdir'. -BASE_DIR = Path(__file__).resolve().parent.parent - - -# Quick-start development settings - unsuitable for production -# See https://docs.djangoproject.com/en/3.2/howto/deployment/checklist/ - -# SECURITY WARNING: keep the secret key used in production secret! -SECRET_KEY = get_secret_key() -DATABASE_NAME = get_database_name() -USER = get_username() -PASSWORD = get_password() -PORT = get_port() -HOST = get_host() - -# SECURITY WARNING: don't run with debug turned on in production! -DEBUG = True - - -ALLOWED_HOSTS = ['127.0.0.1', 'localhost'] - -CORS_ALLOWED_ORIGINS = ['http://127.0.0.1:5173', - 'http://localhost:5173'] # 5173 -> port for Vite App - -CORS_ALLOW_METHODS = ['POST', 'GET', 'OPTIONS'] - -CORS_ALLOW_HEADERS = ["accept", - "authorization", - "content-type", - "user-agent", - "x-csrftoken", - "x-requested-with", - 'access-control-allow-origin', - 'Cache-Control', - 'Pragma', - ] - -CORS_ALLOW_CREDENTIALS = True - -CORS_ORIGIN_WHITELIST = ['http://127.0.0.1:5173', 'http://localhost:5173'] - - -# Application definition - -INSTALLED_APPS = [ - 'django.contrib.admin', - 'django.contrib.auth', - 'django.contrib.contenttypes', - 'django.contrib.sessions', - 'django.contrib.messages', - 'django.contrib.staticfiles', - 'osdag', - # cors headers - 'corsheaders', - - # DRF - 'rest_framework', - - # simpleJWT - 'rest_framework_simplejwt', - 'rest_framework_simplejwt.token_blacklist' -] - -CORS_ORIGIN_ALLOW_ALL = True -ALLOWED_HOSTS = ['*'] - -MIDDLEWARE = [ - 'django.middleware.security.SecurityMiddleware', - 'django.contrib.sessions.middleware.SessionMiddleware', - 'django.middleware.common.CommonMiddleware', - 'django.middleware.csrf.CsrfViewMiddleware', - 'django.contrib.auth.middleware.AuthenticationMiddleware', - 'django.contrib.messages.middleware.MessageMiddleware', - 'django.middleware.clickjacking.XFrameOptionsMiddleware', - 'corsheaders.middleware.CorsMiddleware', - 'django.middleware.common.CommonMiddleware', -] - -ROOT_URLCONF = 'osdag_web.urls' - -SIMPLE_JWT = { - "ACCESS_TOKEN_LIFETIME": timedelta(minutes=5), - "REFRESH_TOKEN_LIFETIME": timedelta(days=1), - "ROTATE_REFRESH_TOKENS": False, - "BLACKLIST_AFTER_ROTATION": False, - "UPDATE_LAST_LOGIN": False, - - "ALGORITHM": "HS256", - "SIGNING_KEY": "", # settings.SIGNING_KEY - "VERIFYING_KEY": "", - "AUDIENCE": None, - "ISSUER": None, - "JSON_ENCODER": None, - "JWK_URL": None, - "LEEWAY": 0, - - "AUTH_HEADER_TYPES": ("Bearer",), - "AUTH_HEADER_NAME": "HTTP_AUTHORIZATION", - "USER_ID_FIELD": "id", - "USER_ID_CLAIM": "user_id", - "USER_AUTHENTICATION_RULE": "rest_framework_simplejwt.authentication.default_user_authentication_rule", - - "AUTH_TOKEN_CLASSES": ("rest_framework_simplejwt.tokens.AccessToken",), - "TOKEN_TYPE_CLAIM": "token_type", - "TOKEN_USER_CLASS": "rest_framework_simplejwt.models.TokenUser", - - "JTI_CLAIM": "jti", - - "SLIDING_TOKEN_REFRESH_EXP_CLAIM": "refresh_exp", - "SLIDING_TOKEN_LIFETIME": timedelta(minutes=5), - "SLIDING_TOKEN_REFRESH_LIFETIME": timedelta(days=1), - - "TOKEN_OBTAIN_SERIALIZER": "osdag.serializers.MyTokenObtainPairSerializer", - "TOKEN_REFRESH_SERIALIZER": "rest_framework_simplejwt.serializers.TokenRefreshSerializer", - "TOKEN_VERIFY_SERIALIZER": "rest_framework_simplejwt.serializers.TokenVerifySerializer", - "TOKEN_BLACKLIST_SERIALIZER": "rest_framework_simplejwt.serializers.TokenBlacklistSerializer", - "SLIDING_TOKEN_OBTAIN_SERIALIZER": "rest_framework_simplejwt.serializers.TokenObtainSlidingSerializer", -} - - -TEMPLATES = [ - { - 'BACKEND': 'django.template.backends.django.DjangoTemplates', - 'DIRS': [], - 'APP_DIRS': True, - 'OPTIONS': { - 'context_processors': [ - 'django.template.context_processors.debug', - 'django.template.context_processors.request', - 'django.contrib.auth.context_processors.auth', - 'django.contrib.messages.context_processors.messages', - ], - }, - }, -] - - -WSGI_APPLICATION = 'osdag_web.wsgi.application' - - -# Database -# https://docs.djangoproject.com/en/3.2/ref/settings/#databases - -DATABASES = { - 'default': { - 'ENGINE': 'django.db.backends.postgresql_psycopg2', - 'NAME': 'mydb', - 'USER': 'myuser', - 'PASSWORD': 'mypassword', - 'HOST': 'db', # This should be the name of the service - 'PORT': '5432', - } -} -# Password validation -# https://docs.djangoproject.com/en/3.2/ref/settings/#auth-password-validators - -AUTH_PASSWORD_VALIDATORS = [ - { - 'NAME': 'django.contrib.auth.password_validation.UserAttributeSimilarityValidator', - }, - { - 'NAME': 'django.contrib.auth.password_validation.MinimumLengthValidator', - }, - { - 'NAME': 'django.contrib.auth.password_validation.CommonPasswordValidator', - }, - { - 'NAME': 'django.contrib.auth.password_validation.NumericPasswordValidator', - }, -] - -REST_FRAMEWORK = { - 'DEFAULT_PARSER_CLASSES': [ - 'rest_framework.parsers.JSONParser', - ], - 'DEFAULT_AUTHENTICATION_CLASSES': ( - 'rest_framework_simplejwt.authentication.JWTAuthentication', - ) -} - - -# Internationalization -# https://docs.djangoproject.com/en/3.2/topics/i18n/ - -LANGUAGE_CODE = 'en-us' - -TIME_ZONE = 'UTC' - -USE_I18N = True - -USE_L10N = True - -USE_TZ = True - - -# Static files (CSS, JavaScript, Images) -# https://docs.djangoproject.com/en/3.2/howto/static-files/ - -STATIC_URL = '/static/' -STATICFILES_DIRS = [ - BASE_DIR / "static" -] -# Default primary key field type -# https://docs.djangoproject.com/en/3.2/ref/settings/#default-auto-field - -DEFAULT_AUTO_FIELD = 'django.db.models.BigAutoField' - -MEDIA_ROOT = os.path.join(BASE_DIR, 'file_storage/') - -SECRET_ROOT = os.path.join(BASE_DIR , 'secret/') \ No newline at end of file diff --git a/osdag_web/urls.py b/osdag_web/urls.py deleted file mode 100644 index aba57fabb..000000000 --- a/osdag_web/urls.py +++ /dev/null @@ -1,21 +0,0 @@ -# django imports -from django.contrib import admin -from django.urls import path -from django.urls import include -from django.conf import settings -from django.conf.urls.static import static - -# simplejwt imports -from rest_framework_simplejwt.views import TokenVerifyView -from rest_framework_simplejwt.views import ( - TokenObtainPairView, - TokenRefreshView, -) - -urlpatterns = [ - path('admin/', admin.site.urls), - path('', include('osdag.urls')), - path('api/token/verify/', TokenVerifyView.as_view(), name='token_verify'), - path('api/token/', TokenObtainPairView.as_view(), name='token_obtain_pair'), - path('api/token/refresh/', TokenRefreshView.as_view(), name='token_refresh'), -] + static(settings.STATIC_URL, document_root=settings.STATIC_ROOT) diff --git a/osdag_web/utils.py b/osdag_web/utils.py deleted file mode 100644 index 79fb54f33..000000000 --- a/osdag_web/utils.py +++ /dev/null @@ -1,5 +0,0 @@ -HOST = "smtp-mail.outlook.com" -PORT = 587 - -FROM_EMAIL = "osdagoncloud3@outlook.com" -PASSWORD = "osdag.developer" \ No newline at end of file diff --git a/osdagclient/Dockerfile b/osdagclient/Dockerfile deleted file mode 100644 index edbf93228..000000000 --- a/osdagclient/Dockerfile +++ /dev/null @@ -1,14 +0,0 @@ -FROM node:18-alpine - -WORKDIR /app - - -COPY package*.json ./ - -RUN npm install - -COPY . . - -EXPOSE 5173 - -CMD ["npm", "run", "dev"] diff --git a/osdagclient/index.html b/osdagclient/index.html deleted file mode 100644 index 0995e2fcd..000000000 --- a/osdagclient/index.html +++ /dev/null @@ -1,13 +0,0 @@ - - - - - - - OSDAG - - -
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"vite": "^4.3.2" - } -} diff --git a/osdagclient/src/App.css b/osdagclient/src/App.css deleted file mode 100644 index 0714a0892..000000000 --- a/osdagclient/src/App.css +++ /dev/null @@ -1,812 +0,0 @@ -* { - margin: 0; - padding: 0; - box-sizing: border-box; -} - -.app { - display: flex; - flex-direction: row; - overflow: hidden; -} - -/* Sidebar- */ -.sidebar { - height: 100vh; - width: 40vh; - background-color: #91b014; - display: flex; - flex-direction: column; - justify-content: space-between; - padding-bottom: 5px; -} - -.sidebar { - /* Other styles for the sidebar */ - transition: transform 0.3s ease; - transform: translateX(0); -} - -.sidebar.hidden { - transform: translateX(-90%); -} - -.hamburger { - position: absolute; - top: 0; - right: 0; - margin: 5px; -} - -.sidebar-container { - display: flex; - flex-direction: column; - gap: 11px; - align-content: center; - padding: 1rem; - padding-top: 3rem; -} - -.sidebar-item-logo img { - border-radius: 2%; - align-content: center; -} - -.sidebar-item { - padding: 10px; -} - -.sidebar-item button { - border-radius: 5px; - border: none; - padding: 7px 5px; - cursor: pointer; - background-color: rgb(135, 91, 91); - color: white; - font-size: 12px; -} - -.sidebar-item button:hover { - background-color: rgb(168, 121, 121); - box-shadow: rgba(0, 0, 0, 0.25) 0 8px 15px; - transform: translateY(-2px); -} - -.sidebar-setting select { - width: 230px; - margin: 0 10px; - border-radius: 4px; - position: relative; - bottom: 15px; -} - -.sidebar-setting h5 { - padding: 0; - margin-left: 3px; - margin-top: 4px; - margin-bottom: 0; - border: 2px solid #000; - text-align: center; -} - -.sidebar-item { - display: flex; - flex-direction: column; -} - -/* Main Window */ -.home-cont { - display: flex; - flex-direction: column; - height: 100vh; - width: 83vw; - justify-content: center; - align-items: center; - position: relative; - padding-bottom: 10px; -} - -.home-logos { - position: absolute; - bottom: 0; - display: flex; - max-width: 83vw; - justify-content: space-between; -} - -.iit-logo { - position: absolute; - bottom: 0; - left: 0; - width: 150px; - height: 100px; -} - -.fossee-logo { - position: absolute; - bottom: 0; - right: 0; - margin: 1rem; - height: auto; - width: auto; - -} - -@media screen and (max-width: 1009px) { - .osdag-logo { - scale: 0.7; - } - - .fossee-logo { - scale: 0.7; - } -} - -.sidebar-setting h5 { - padding: 0; - margin-left: 3px; - margin-top: 4px; - margin-bottom: 0; - border: 2px solid rgba(0, 0, 0, 0.274); - text-align: center; -} - -.sidebar-container .sidebar-item { - display: flex; - flex-direction: column; -} - -/* Connection.jsx */ -.container { - display: flex; - flex-direction: column; - position: relative; - width: 83vw; - height: 90%; - margin: 5px auto 0; - word-break: break-all; -} - -.bloc-tabs { - display: flex; - border: 1px solid rgba(0, 0, 0, 0.274); - - padding: 10px; - -} -.bloc-tabs button{ - height: 30px; -} - -.tabs { - - padding: 10px; - text-align: center; - width: 100%; - background: rgba(128, 128, 128, 0.075); - cursor: pointer; - border-bottom: 1px solid rgba(0, 0, 0, 0.274); - box-sizing: content-box; - position: relative; - outline: none; -} - -.tabs-design-pref { - padding: 0 5px; - text-align: center; - width: 120%; - background: rgba(128, 128, 128, 0.075); - cursor: pointer; - border-bottom: 1px solid rgba(0, 0, 0, 0.274); - box-sizing: content-box; - position: relative; - outline: none; - margin: 0 5px; -} - -.design-types-cont { - background-color: rgba(128, 128, 128, 0.075); - padding: 10px; - margin: 10px; -} - -.tabs:not(:last-child) { - border-right: 1px solid rgba(0, 0, 0, 0.274); -} - -.active-tabs { - background: whitesmoke; - border-bottom: 1px solid transparent; -} - -.active-tabs::before { - content: ""; - display: block; - position: absolute; - top: -5px; - left: 50%; - transform: translateX(-50%); - width: calc(100% + 2px); - height: 3px; - background: #91b014; -} - -.content-tabs { - flex-grow: 1; - padding: 10px; -} - -.content { - background: white; - padding: 5px; - width: 100%; - height: 100%; - display: none; -} - -.content h2 { - padding: 0px 0 5px 0px; -} - -.content p { - width: 100%; - height: 100%; -} - -.active-content { - display: block; -} - -.active-subtabs { - background-color: rgb(191 191 191 / 66%); -} - - -/* Grid */ - -.content-tabs { - display: grid; - grid-template-columns: auto auto; - padding: 10px; - align-content: center; - -} - -.conn-grid-item { - background-color: rgba(255, 255, 255, 0.8); - border: 1px solid rgba(0, 0, 0, 0.8); - padding: 20px; - font-size: 20px; - text-align: center; - -} -.conn-grid-item.selected { - background-color: #91b014; -} -.conn-grid-container { - display: flex; - flex-direction: column; - align-items: center; - margin: 1rem; -} - -.conn-grid-item { - /* border-radius: 10px; */ - width: 65%; -} - -.conn-grid-item img { - width: 100%; - height: 100%; - max-width: 300px; - max-height: 300px; - object-fit: contain; - padding-bottom: 2rem; -} - - - - - -/* CSS */ -.start-btn { - align-items: center; - background-color: #fff; - border-radius: 6px; - /* box-shadow: transparent 0 0 0 3px, rgba(18, 18, 18, .1) 0 6px 20px; */ - box-sizing: border-box; - color: black; - cursor: pointer; - font-family: Inter, sans-serif; - font-size: 1.1rem; - font-weight: 500; - justify-content: center; - margin: 0; - outline: none; - padding: 5px 10px; - text-align: center; - text-decoration: none; - white-space: nowrap; - border: 0; - user-select: none; - -webkit-user-select: none; - touch-action: manipulation; - border: 1px solid black; -} - - -.start-btn:hover { - background-color: whitesmoke; -} - -.solo-item { - height: max(300px); - width: max(400px); - padding: 50px; - position: relative; -} - -/* Sidebar Button */ - - -/* */ - - -.sidebar-container .sidebar-item button:disabled { - pointer-events: none; -} - -.sidebar-container .sidebar-item button:active { - box-shadow: none; - transform: translateY(0); -} - - -/* Fine Plate */ -/* -.module_nav { - margin-top: 0.1rem; - padding-left: 2rem; - display: flex; - flex-direction: row; - gap: 20px; - background-color: #d2d4d2; - width: 100%; - - display: flex; - justify-content: space-between; -} - -.module_nav div { - - padding: 0.6rem; -} - -.module_nav div:hover { - background-color: #91b014; - cursor: pointer; -} */ -.module_nav { - margin-top: 0.1rem; - padding-left: 2rem; - display: flex; - flex-direction: row; - gap: 20px; - background-color: #d2d4d2; - width: 100%; - - -} -.element -{ - margin-left: auto; - margin-right: 10vh; -} -.module_nav div { - padding: 0.6rem; -} - -.module_nav div:hover { - background-color: #91b014; - cursor: pointer; -} - -.dropdown { - position: relative; - display: inline-block; -} - -.dropdown-label { - font-weight: bold; -} - -.dropdown-menu { - position: absolute; - top: 100%; - left: 0; - background-color: #fff; - border: 1px solid #ccc; - border-top: none; - min-width: 350px; - z-index: 1; -} - -.dropdown-menu div { - padding: 0.6rem; -} - -.dropdown-menu div:hover { - background-color: #f1f1f1; - cursor: pointer; -} -.dropdown-items{ - display: flex; - width: 100%; - justify-content: space-between; - font-size: small; -} - - - -/* FinePlate Body*/ - -.superMainBody { - display: grid; - grid-template-columns: 50vh 90vh 45vh; - padding: 20px; - margin: 20px; -} - -/* -.subMainBody{ - display: flex; - flex-direction: column; -} - -.childMainBody{ - display: flex; - flex-direction: row; - gap: 80px; - margin-bottom: 30px; - - -} */ -.subMainBody { - padding: 1rem; - border: 1px solid black; - border-radius: 5px; - margin: 3px; - - -} - - -.superMainBody_left { - display: grid; - grid-template-columns: auto auto; - gap: 20px; - margin: 20px; - -} - -.superMainBody_mid { - padding: 20px; - -} - -.superMainBody_right { - display: flex; - flex-direction: column; - gap: 10px; - padding: 10px; - margin: 0px; - margin-left: 0rem; - position: relative; - bottom: 1; - right: 200px; - -} - -.superMainBody_right input { - margin-left: 10px; - border-radius: 2px; -} - -.tab-btn { - border: none; -} - -.component-grid { - display: grid; - grid-template-columns: 0.6fr 1fr; - /* Two equal columns */ - gap: 10px; -} - -.component-grid h4 { - margin-top: 5px; - margin-bottom: 5px; - font-style: italic; - font-weight: 100; - font-size: 14px; -} - -.component-grid h3 { - font-weight: 200; - margin-top: 5px; - margin-bottom: 5px; - border-bottom: 1px solid black; -} - -.inputdock-btn { - display: flex; - flex-direction: row; - gap: 2rem; - padding: 10px -} - -.outputdock-btn { - display: flex; - flex-direction: column; - gap: 1rem; - padding: 10px; - margin-left: 20%; - margin-right: 20%; -} - -.scroll-data { - - width: auto; - height: 40rem; - max-height: 43rem; - overflow-y: auto; -} - -.subMainBody h3 { - font-size: 16px; - width: 50%; - padding: 2px; -} - -.scroll-data::-webkit-scrollbar { - width: 10px; -} - -.scroll-data::-webkit-scrollbar-track { - background-color: #f1f1f1; -} - -.scroll-data::-webkit-scrollbar-thumb { - background-color: rgb(135, 91, 91); - border-radius: 5px; -} - -.scroll-data::-webkit-scrollbar-thumb:hover { - background-color: rgb(168, 121, 121); -} - - -.btn{ - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; -} - -.inputdock-btn Input { - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; -} -.inputdock-btn Input:hover { - background-color: rgb(168, 121, 121); - box-shadow: rgba(0, 0, 0, 0.25) 0 8px 15px; - transform: translateY(-2px); -} - -.outputdock-btn Input { - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; -} - -.outputdock-btn Input:hover { - background-color: rgb(168, 121, 121); - box-shadow: rgba(0, 0, 0, 0.25) 0 8px 15px; - transform: translateY(-2px); -} - -.log-box { - padding: 4px; - border: 1px solid black; - height: 150px; - overflow-y: auto; - scroll-behavior: smooth; -} - -.log-info-text { - font-weight: 500; - font-size: 12px; - text-transform: uppercase; -} - -.log-text { - font-weight: 400; - font-size: 12px; -} - -/* Pop Up Spacing - Finplate */ -.spacing-main-body { - display: flex; - border: 1px solid #ccc; -} - -.spacing-left-body { - margin: 5vh; - display: grid; - grid-template-columns: repeat(2, 2fr); - grid-template-rows: repeat(4, 2fr); - justify-items: center; - align-items: center; -} - -.spacing-right-body { - flex-grow: 1; - display: flex; - justify-content: flex-end; - align-items: center; - margin: 5vh; -} - -.grid-container { - width: 100%; -} - -/* End */ -/* Capacity popups */ - - -.Capacity-sub-body-title { - margin: 1vh; -} - -.Capacity-sub-body { - display: flex; - border: 1px solid #ccc; -} - -.Capacity-left-body { - margin: 5vh; - display: grid; - grid-template-columns: repeat(2, 2fr); - grid-template-rows: repeat(3, 2fr); - justify-items: center; - align-items: center; -} - - -.Capacity-right-body { - flex-grow: 1; - display: flex; - justify-content: flex-end; - align-items: center; - margin: 5vh; - flex-direction: column; -} - -/* end */ - - -/* Design pref container*/ -.design-pref-cont{ - margin-top: 10px; - border: 1px solid #000; - min-height: 600px; - padding: 10px; -} - -/* Column and Beam Section */ -.col-beam-cont{ - display: flex; - flex-direction: row; - justify-content: space-around; -} -.Connector-col-beam-cont{ - display: flex; - flex-direction: row; - padding: 10px; - gap: 20px; -} - -.input-cont{ - display: flex; - align-items: center; - column-gap: 5px; - justify-content: space-between; -} -.input-cont h5{ - font-weight: 400; - width: 150px; - margin-right: 10px; -} -.input-design-pref{ - width: 200px; - height: 25px; - font-size: 12px; -} -.sub-container{ - margin-top: 10px; - display: flex; - flex-direction: column; - row-gap: 8px; -} -.DesignPrefFooter{ - /* border-top: 1px solid #000; Change the color and thickness as desired */ - margin-top: 5px; - display: flex; - padding: 1rem; - flex-direction: row; - justify-content: space-between; - align-items: center; - column-gap: 5px; - font-size: 12px; - -} - -.DesignPrefFooter-btn Button { - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; - min-width: 200px; - font-size: 12px; -} -.DesignPrefFooter-btn Button:hover { - background-color: rgb(168, 121, 121); - box-shadow: rgba(0, 0, 0, 0.25) 0 8px 15px; - transform: translateY(-2px); -} - -.subDesignPrefFooter-btn Button { - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; - min-width: 200px; - font-size: 12px; -} -.primary-btn{ - background-color: rgb(135, 91, 91); - cursor: pointer; - color: #f1f1f1; - width: 100%; - font-size: 12px; -} -.primary-btn:hover{ - background-color: rgb(168, 121, 121); - box-shadow: rgba(0, 0, 0, 0.25) 0 8px 15px; - transform: translateY(-2px); -} -.subDesignPrefFooter-btn Button:hover { - transform: translateY(-2px); -} -.subDesignPrefFooter{ - border-top: 1px solid #000; /* Change the color and thickness as desired */ - margin-top: 5px; - display: flex; - padding: 1rem; - flex-direction: row; - justify-content: center; - align-items: center; - column-gap: 6rem; - font-size: 12px; - -} -.readonly-textarea { - border: 1px solid #ccc; /* Add a border to indicate it's a textarea */ - background-color: #f9f9f9; /* Set a light gray background color */ - resize: none; /* Disable textarea resizing */ - cursor: default; /* Set cursor to default (non-editable) */ -} - -#save-input-style{ - color : #91b014; - font-size: '16px'; -} \ No newline at end of file diff --git a/osdagclient/src/App.jsx b/osdagclient/src/App.jsx deleted file mode 100644 index 764c9eb76..000000000 --- a/osdagclient/src/App.jsx +++ /dev/null @@ -1,159 +0,0 @@ -import React, { useState, useContext, useEffect } from 'react'; -import { - createBrowserRouter, - createRoutesFromElements, - Route, - Outlet, - RouterProvider, - Navigate, - useNavigate, -} from 'react-router-dom'; -import { Worker } from '@react-pdf-viewer/core'; - -import Sidebar from './components/Sidebar'; -import Mainwindow from './components/Mainwindow'; -import Window from './components/Window'; -import FinePlate from './components/shearConnection/FinePlate'; -import { GlobalProvider } from './context/GlobalState'; -import { ModuleProvider } from './context/ModuleState'; -import { UserContext, UserProvider } from './context/UserState'; -import UserAccount from './components/userAccount/UserAccount'; -import { useSelector } from 'react-redux'; -// New component for the login page -import LoginPage from './components/userAuth/LoginPage'; - -// jwt imports -import jwt_decode from 'jwt-decode'; -import EndPlate from './components/shearConnection/EndPlate'; -import CleatAngle from './components/shearConnection/CleatAngle'; -import SeatedAngle from './components/shearConnection/SeatedAngle'; - -let renderedOnce = false - -function App() { - // State to track user authentication status - // const [isAuthenticated, setIsAuthenticated] = useState(false); - - // using redux variables - const {isLoggedIn , userLogin} = useContext(UserContext) - let loggedIn = false - - console.log('isLoggedIn : ' , isLoggedIn) - - useEffect(() => { - console.log('isLogged in useEffect : ' , isLoggedIn) - } , [isLoggedIn]) - - - const router = createBrowserRouter( - createRoutesFromElements( - }> - } /> - } /> - } /> - {/* Wrap FinePlate with a route that checks authentication */} - - } - /> - - } - /> - - } - /> - - } - /> - } /> - - - ) - ); - - return ( - - - - -
    - {/* Show the login page when not authenticated */} - {/* {!isLoggedIn && } */} - - {/* Render the router when authenticated */} - -
    -     -     -     -     - ); -} - -const Root = ( loggedIn ) => { - const {userLogin} = useContext(UserContext) - if(!renderedOnce){ - - // obtain the access token from the localStorage, when the user is on the main application page - // and the user nagivates to login page, the user should not have to login again - // then, implemented access_token checking and decoding - if(localStorage.getItem('access')){ - const decodedAccessToken = jwt_decode(localStorage.getItem('access')) - console.log('decodedAccessToken : ' , decodedAccessToken) - console.log('Date.now() / 1000 : ' , Date.now()/1000) - // check expiration - if(decodedAccessToken.exp > Date.now() / 1000 && decodedAccessToken.username && decodedAccessToken.password && decodedAccessToken.email ){ - // the user should automatically be logged in - loggedIn = true - console.log('loggedIn : ' , loggedIn) - userLogin(decodedAccessToken.username , decodedAccessToken.password , false , true) - }else{ - // login again - loggedIn = false - console.log('loggedIn : ' , loggedIn) - } - - console.log('isLoggedIn in root : ' , loggedIn) - }else{ - // login again - loggedIn = false - console.log('loggedIn : ' , loggedIn) - } - - renderedOnce = true - } - - const navigate = useNavigate(); - - // Check if the current pathname matches the specified path - const isDesignPage = window.location.pathname.startsWith('/design/'); - const isUserProfilePage = window.location.pathname.startsWith('/useraccount/'); - const isLoginPage = window.location.pathname === '/'; - - return ( - <> - {/* Show Sidebar when authenticated and not on a design page */} - {!isLoginPage && !isDesignPage && !isUserProfilePage &&( -
    - -
    - )} -
    - -
    - - ); -}; - -export default App; diff --git a/osdagclient/src/Variable.js b/osdagclient/src/Variable.js deleted file mode 100644 index 8b8676d2e..000000000 --- a/osdagclient/src/Variable.js +++ /dev/null @@ -1,4 +0,0 @@ -export const variables ={ - API_URL: "http://127.0.0.1:8000/", - PHOTO_URL: "http://127.0.0.1:8000/Photos/" -} \ No newline at end of file diff --git a/osdagclient/src/assets/L_shear1.png b/osdagclient/src/assets/L_shear1.png deleted file mode 100644 index d26b1c30e..000000000 Binary files a/osdagclient/src/assets/L_shear1.png and /dev/null differ diff --git a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_beam_beam.png b/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_beam_beam.png deleted file mode 100644 index d01bbd43e..000000000 Binary files a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_beam_beam.png and /dev/null differ diff --git a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cf_bw.png b/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cf_bw.png deleted file mode 100644 index 2a2175019..000000000 Binary files a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cf_bw.png and /dev/null differ diff --git a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cw_bw.png b/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cw_bw.png deleted file mode 100644 index 6e04994a5..000000000 Binary files a/osdagclient/src/assets/ShearConnection/sc_fin_plate/fin_cw_bw.png and /dev/null differ diff --git a/osdagclient/src/assets/menu_data/menuItems.json b/osdagclient/src/assets/menu_data/menuItems.json deleted file mode 100644 index e62590d2c..000000000 --- a/osdagclient/src/assets/menu_data/menuItems.json +++ /dev/null @@ -1,57 +0,0 @@ -{ - "MenuItems": [ - { - "label": "File", - "dropdown": [ - { "name": "Load Input", "shortcut": "Ctrl+L" }, - { "name": "Download Input", "shortcut": "Ctrl+D" }, - { "name": "Save Input", "shortcut": "Alt+N" }, - { "name": "Save Log Messages", "shortcut": "Alt+M" }, - { "name": "Create Design Report", "shortcut": "Alt+C" }, - { "name": "Save 3D Model", "shortcut": "Alt+3" }, - { "name": "Save Cad Image", "shortcut": "Alt+1" }, - { "name": "Save Front View", "shortcut": "Alt+Shift+F" }, - { "name": "Save Top View", "shortcut": "Alt+Shift+T" }, - { "name": "Save Side View", "shortcut": "Alt+Shift+S" }, - { "name": "Quit", "shortcut": "Shift+Q" } - ] - }, - { - "label": "Edit", - "dropdown": [ - { "name": "Design Preferences", "shortcut": "Alt+P" } - ] - }, - { - "label": "Graphics", - "dropdown": [ - { "name": "Zoom In", "shortcut": "Ctrl+I" }, - { "name": "Zoom Out", "shortcut": "Ctrl+O" }, - { "name": "Pan", "shortcut": "Ctrl+P" }, - { "name": "Rotate 3D Model", "shortcut": "Ctrl+R" }, - { "name": "Model" }, - { "name": "Beam" }, - { "name": "Column" }, - { "name": "FinePlate" }, - { "name": "Change Background" } - ] - }, - { - "label": "Database", - "dropdown": [ - { "name": "Downloads", "options": ["Column", "Beam", "Angle", "Channel"] }, - { "name": "Reset" } - ] - }, - { - "label": "Help", - "dropdown": [ - { "name": "Video Tutorials" }, - { "name": "Design Examples" }, - { "name": "Ask us a question" }, - { "name": "About Osdag" } - ] - } - ] - } - \ No newline at end of file diff --git a/osdagclient/src/components/BeamSectionModal.jsx b/osdagclient/src/components/BeamSectionModal.jsx deleted file mode 100644 index d89e3b7f2..000000000 --- a/osdagclient/src/components/BeamSectionModal.jsx +++ /dev/null @@ -1,381 +0,0 @@ -import React, { useContext, useState, useEffect } from 'react' -import { ModuleContext } from '../context/ModuleState' -import { Input, Select } from 'antd' -import ISection from '../assets/ISection.png' -import CustomSectionModal from './CustomSectionModal' - -const readOnlyFontStyle = { - color: 'rgb(0 0 0 / 67%)', fontSize: '12px', fontWeight: '600' -} - -const BeamSectionModal = ({supportedSectionData, designPrefInputs, setDesignPrefInputs }) => { - - const { materialList, updateSourceAndMechType, getMaterialDetails, supported_material_details } = useContext(ModuleContext) - const [showModal, setShowModal] = useState(false) - - useEffect(() => { - const material = materialList.filter(value => value.Grade === designPrefInputs.supported_material) - getMaterialDetails({data: material[0], type: 'supported'}) - }, []) - - return ( - <> -
    -
    -
    -
    Designation
    - -
    -
    -

    Mechanical Properties

    -
    -
    Material
    -
    - -
    -
    -
    -
    Ultimate Strength, Fu (MPa)
    - -
    -
    -
    Yield Strength, Fy (MPa)
    - -
    -
    -
    Modulus of Elasticity, E (GPa)
    - -
    -
    -
    Modulus of Rigidity, G (GPa)
    - -
    -
    -
    Poisson's Ratio, v
    - -
    -
    -
    Thermal Expansion Coefficient (x10^(-8) / C)
    - -
    -
    -
    Type
    -
    - -
    -
    -
    -
    Source
    - -
    -
    -
    - {/* */} -
    -
    -

    Dimensions

    -
    -
    Depth, D (mm)*
    - -
    -
    -
    Flange Width, B (mm)*
    - -
    -
    -
    Flange Thickness, T (mm)*
    - -
    -
    -
    Web Thickness, t (mm)*
    - -
    -
    -
    Flange Slope, a (deg.)*
    - -
    -
    -
    Root Radius, R1 (mm)*
    - -
    -
    -
    Toe Radius, R2 (mm)*
    - -
    -
    -
    -

    Section Properties

    -
    -
    Mass, M (Kg/m)
    - -
    -
    -
    Sectional Area, a (cm2)
    - -
    -
    -
    2nd Moment of Area, Iz (cm4)
    - -
    -
    -
    2nd Moment of Area, Iy (cm4)
    - -
    -
    -
    Radius of Gyration, Rz (cm4)
    - -
    -
    -
    Radius of Gyration, Ry (cm4)
    - -
    -
    -
    Elastic Modulus, Zz (cm3)
    - -
    -
    -
    - {/* */} - -
    -
    - image -
    -
    -

    Section Properties

    -
    -
    Plastic Modulus, Zpz (cm3)
    - -
    -
    -
    Plastic Modulus, Zpv (cm3)
    - -
    -
    -
    Torsion Constant, It (cm4)
    - -
    -
    -
    Warping Constant, Iw (cm6)
    - -
    -
    -
    -
    - - - ) -} - -export default BeamSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/BoltSectionModal.jsx b/osdagclient/src/components/BoltSectionModal.jsx deleted file mode 100644 index f1c6df499..000000000 --- a/osdagclient/src/components/BoltSectionModal.jsx +++ /dev/null @@ -1,87 +0,0 @@ -import { Select,Input } from 'antd' - -const BoltSectionModal = ({ designPrefInputs, setDesignPrefInputs }) => { - const Bolt_discription = ` -IS 800 Table 20 Typical Average Values for Coefficient of Friction (Āµf) - -Treatment of Surfaces Āµ_f -i) Surfaces not treated 0.2 -ii) Surfaces blasted with short or grit with any loose rust removed, no pitting 0.5 -iii) Surfaces blasted with short or grit and hot-dip galvanized 0.1 -iv) Surfaces blasted with short or grit and spray - metallized with zinc (thickness 50-70 Āµm) 0.25 -v) Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 30-60 Āµm) 0.3 -vi) Sand blasted surface, after light rusting 0.52 -vii) Surfaces blasted with shot or grit and painted with ethylzinc silicate coat (thickness 60-80 Āµm) 0.3 -viii) Surfaces blasted with shot or grit and painted with alcalizinc silicate coat (thickness 60-80 Āµm) 0.3 -ix) Surfaces blasted with shot or grit and spray metallized with aluminium (thickness >50 Āµm) 0.5 -x) Clean mill scale 0.33 -xi) Sand blasted surface 0.48 -xii) Red lead painted surface 0.1 -`; - - return ( -<> -
    -
    -
    -

    Inputs

    -
    -
    Type
    -
    - -
    -
    -
    -
    Hole Type
    -
    - -
    -
    -

    HSFG Bolt

    -
    -
    - Slip factor, (muf) -
    -
    - -
    -
    -
    -
    - {/* */} -
    -
    -

    Discription

    - -
    -
    - - -
    -
    Note: If slip is permitted under the design load design the bolt as a bearing bolt select corresponding bolt grade.
    - - ) -} - -export default BoltSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/CleatAngleOutputDock.jsx b/osdagclient/src/components/CleatAngleOutputDock.jsx deleted file mode 100644 index a0bb0d150..000000000 --- a/osdagclient/src/components/CleatAngleOutputDock.jsx +++ /dev/null @@ -1,260 +0,0 @@ -import React, { useState } from 'react'; -import { Input, Modal } from 'antd'; -import spacingIMG from '../assets/spacing_3.png'; -import capacityIMG1 from '../assets/L_shear1.png'; -import capacityIMG2 from '../assets/L.png'; - -const placeholderOutput = { - Bolt: [ - { label: "Gauge Distance (mm)", val: 0 }, - { label: "Diameter (mm)", val: 0 }, - { label: "Property Class", val: 0 }, - { label: "Bolt Columns (nos)", val: 0 }, - { label: "Bolt Rows (nos)", val: 0 }, - { label: "Bolt Force (kN)", val: 0 }, - { label: "Bolt Value (kN)", val: 0 }, - { label: "Spacing", val: 0 }, - { label: "Section Details", val: 0 }, - { label: "Capacity", val: 0 } - ], - Cleat: [ - { label: "Cleat Angle Designation", val: 0 }, - { label: "Shear Yielding Capacity (kN)", val: 0 }, - { label: "Block Shear Capacity (kN)", val: 0 }, - { label: "Moment Demand (kNm)", val: 0 }, - { label: "Moment Capacity (kNm)", val: 0 }, - { label: "Bolt Columns (nos)", val: 0 }, - { label: "Bolt Rows (nos)", val: 0 }, - { label: "Bolt Force (kN)", val: 0 } - ], - Plate: [ - { label: "Height (mm)", val: 0 }, - ] -}; - -const CleatAngleOutputDock = ({ output }) => { - const [spacingModel, setSpacingModel] = useState(false); - const [capacityModel, setCapacityModel] = useState(false); - - const handleDialogSpacing = (value) => { - if (value === 'Spacing') { - setSpacingModel(true); - } else if (value === 'Capacity') { - setCapacityModel(true); - } else { - setSpacingModel(false); - setCapacityModel(false); - } - }; - - return ( -
    -
    Output Dock
    -
    - {output && Object.keys(output).length ? ( - Object.keys(output).map((key, index) => ( - <> -
    -

    {key}

    -
    - {Object.values(output[key]).map((elm, index1) => { - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {index1 === Object.values(output[key]).length - 1 && ( - <> -
    -

    {key === "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")} - /> -
    - - )} -
    - ); - })} -
    -
    - {key === "Bolt" && ( -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - handleDialogSpacing("Capacity")} - /> -
    -
    -
    - )} - - )) - ) : ( -
    - {Object.keys(placeholderOutput).map((key, index) => ( - <> -
    -

    {key}

    -
    - {Object.values(placeholderOutput[key]).map((elm, index1) => ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {index1 === Object.values(placeholderOutput[key]).length - 1 && ( - <> -
    -

    {key === "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - -
    - - )} -
    - ))} -
    -
    - {key === "Plate" && ( -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - -
    -
    -
    - )} - - ))} -
    - )} -
    - - {/* Spacing */} - setSpacingModel(false)} footer={null} width={'100vh'}> - <> -
    -

    Spacing Details

    -
    -
    -

    - Note: Representative image for Spacing Details - 3 x 3 pattern considered -

    -
    -
    -
    - {["Pitch Distance (mm)", "End Distance (mm)", "Gauge Distance (mm)", "Edge Distance (mm)"].map( - (label) => ( -
    -

    {label}

    - val.label === label)?.val || "0"} - /> -
    - ) - )} -
    -
    - SpacingImage -
    -
    - -     - - {/* Capacity */} - setCapacityModel(false)} - footer={null} - width={'120vh'} - style={{ maxHeight: '800px', overflow: 'auto' }} - > - <> -
    -

    Capacity Details

    -
    -
    -

    - Note: Representative image for Failure Pattern (Half Plate) - 2 x 3 Bolt pattern considered -

    -
    -
    - {["Failure due Shear in Plate", "Failure due Tension in Plate", "Section 3"].map((section, idx) => ( -
    -
    -

    {section}

    -
    -
    -
    - {["Shear Yielding Capacity (kN)", "Rupture Capacity (kN)", "Block Shear Capacity (kN)"].map((label) => ( -
    -

    {label}

    - val.label === label)?.val || "0"} - /> -
    - ))} -
    -
    - {idx === 0 && capacityIMG1} - {idx === 1 && capacityIMG2} - {idx === 2 &&
    Block Shear Pattern
    } -
    -
    -
    - ))} -
    - -     -
    - ); -}; - -export default CleatAngleOutputDock; diff --git a/osdagclient/src/components/ColumnSectionModal.jsx b/osdagclient/src/components/ColumnSectionModal.jsx deleted file mode 100644 index 48e0e5229..000000000 --- a/osdagclient/src/components/ColumnSectionModal.jsx +++ /dev/null @@ -1,381 +0,0 @@ -import React, { useContext, useState, useEffect } from 'react' -import { ModuleContext } from '../context/ModuleState' -import { Input, Select } from 'antd' -import ISection from '../assets/ISection.png' -import CustomSectionModal from './CustomSectionModal' - -const readOnlyFontStyle = { - color: 'rgb(0 0 0 / 67%)', fontSize: '12px', fontWeight: '600' -} - -const ColumnSectionModal = ({ supportingSectionData, designPrefInputs, setDesignPrefInputs }) => { - - const { materialList, updateSourceAndMechType, getMaterialDetails, supporting_material_details } = useContext(ModuleContext) - const [showModal, setShowModal] = useState(false) - - useEffect(() => { - const material = materialList.filter(value => value.Grade === designPrefInputs.supporting_material) - getMaterialDetails({data: material[0], type: "supporting"}) - }, []) - - return ( - <> -
    -
    -
    -
    Designation
    - -
    -
    -

    Mechanical Properties

    -
    -
    Material
    -
    - -
    -
    -
    -
    Ultimate Strength, Fu (MPa)
    - -
    -
    -
    Yield Strength, Fy (MPa)
    - -
    -
    -
    Modulus of Elasticity, E (GPa)
    - -
    -
    -
    Modulus of Rigidity, G (GPa)
    - -
    -
    -
    Poisson's Ratio, v
    - -
    -
    -
    Thermal Expansion Coefficient (x10^(-8) / C)
    - -
    -
    -
    Type
    -
    - -
    -
    -
    -
    Source
    - -
    -
    -
    - {/* */} -
    -
    -

    Dimensions

    -
    -
    Depth, D (mm)*
    - -
    -
    -
    Flange Width, B (mm)*
    - -
    -
    -
    Flange Thickness, T (mm)*
    - -
    -
    -
    Web Thickness, t (mm)*
    - -
    -
    -
    Flange Slope, a (deg.)*
    - -
    -
    -
    Root Radius, R1 (mm)*
    - -
    -
    -
    Toe Radius, R2 (mm)*
    - -
    -
    -
    -

    Section Properties

    -
    -
    Mass, M (Kg/m)
    - -
    -
    -
    Sectional Area, a (cm2)
    - -
    -
    -
    2nd Moment of Area, Iz (cm4)
    - -
    -
    -
    2nd Moment of Area, Iy (cm4)
    - -
    -
    -
    Radius of Gyration, Rz (cm4)
    - -
    -
    -
    Radius of Gyration, Ry (cm4)
    - -
    -
    -
    Elastic Modulus, Zz (cm3)
    - -
    -
    -
    - {/* */} - -
    -
    - image -
    -
    -

    Section Properties

    -
    -
    Plastic Modulus, Zpz (cm3)
    - -
    -
    -
    Plastic Modulus, Zpv (cm3)
    - -
    -
    -
    Torsion Constant, It (cm4)
    - -
    -
    -
    Warping Constant, Iw (cm6)
    - -
    -
    -
    -
    - - - ) -} - -export default ColumnSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/Connection.jsx b/osdagclient/src/components/Connection.jsx deleted file mode 100644 index 7470c023e..000000000 --- a/osdagclient/src/components/Connection.jsx +++ /dev/null @@ -1,202 +0,0 @@ -import '../App.css' -import { useState } from "react"; -// Shear Connection -import sc1 from "../assets/ShearConnection/1.png"; -import sc2 from "../assets/ShearConnection/2.png"; -import sc3 from "../assets/ShearConnection/3.png"; -import sc4 from "../assets/ShearConnection/4.png"; - -// Moment Connection -import mcbb1 from "../assets/MomentConnection/1.png"; -import mcbb2 from "../assets/MomentConnection/2.png"; -import mcbb3 from "../assets/MomentConnection/3.png"; - -//Beam-To-Column -import mcbc1 from "../assets/MomentConnection/mcbc1.png"; - -//Column-to-columm -import mccc1 from "../assets/MomentConnection/mccc1.png"; -import mccc2 from "../assets/MomentConnection/mccc1.png"; -import mccc3 from "../assets/MomentConnection/mccc1.png"; - -//Base Plate - -import bp1 from "../assets/BasePlate/1.png"; -// import { useNavigate } from 'react-router-dom'; - - - -function Connection() { - - - const [toggleState, setToggleState] = useState(1); - - const toggleTab = (index) => { - setToggleState(index); - }; - - const [subtoggleState, setsubToggleState] = useState(1); - - const subtoggleTab = (index) => { - setsubToggleState(index); - }; - - // const openNewTab = () => { - // window.open('/connection/finplate'); - // // const popupWindow = window.open('', '_blank', 'width=500,height=500'); - // // popupWindow.location.href = '/connection/finplate'; - // }; - - - return ( -
    -
    - - - - -
    - -
    -
    -

    Shear Connection

    -
    -
    -
    Fin Plate
    -
    Cleat Angle
    -
    End Plate
    -
    Seated Angle
    -
    - -
    -
    - -
    - {/* +++++++++++++++++++ */} -
    -
    - - - - -
    - -
    -
    -

    Beam-to-Beam Splice

    -
    -
    -
    Cover Plate Bolted
    -
    Cover Plate Welded
    -
    End Plate
    -
    -
    -
    - -
    -

    Beam-to-Column

    -
    -
    -
    Cover Plate Bolted
    -
    -
    -
    -
    -

    Column-to-Column Spice

    -
    -
    -
    Cover Plate Bolted
    -
    Cover Plate Welded
    -
    End Plate
    -
    -
    -
    -
    -

    PEB

    -
    -

    - This Model is currently under Development !!! -

    -
    -
    -
    -
    -
    -

    Base Plate

    -
    -
    -
    Base Plate Connection
    - -
    -
    -
    -
    -

    Truss Connection

    -
    -

    - - This Model is currently under Development !!! -

    -
    -
    -
    - ); -} - -export default Connection \ No newline at end of file diff --git a/osdagclient/src/components/ConnectorSectionModal.jsx b/osdagclient/src/components/ConnectorSectionModal.jsx deleted file mode 100644 index d3db80a10..000000000 --- a/osdagclient/src/components/ConnectorSectionModal.jsx +++ /dev/null @@ -1,109 +0,0 @@ -import { useContext, useEffect, useState } from 'react' -import { ModuleContext } from '../context/ModuleState' -import { Input, Select } from 'antd' -import CustomSectionModal from './CustomSectionModal' - -const readOnlyFontStyle = { - color: 'rgb(0 0 0 / 67%)', fontSize: '12px', fontWeight: '600' -} - -const ConnectorSectionModal = ({ designPrefInputs, setDesignPrefInputs }) => { - - const { materialList, conn_material_details, getMaterialDetails } = useContext(ModuleContext) - const [showModal, setShowModal] = useState(false) - useEffect(() => { - const material = materialList.filter(value => value.Grade === designPrefInputs.supported_material) - getMaterialDetails({data: material[0], type: "connector"}) - }, []) - - const handleMaterialChange = value => { - if(value == -1){ - setShowModal(true) - return; - } - const material = materialList.find(item => item.id === value) - setDesignPrefInputs({ ...designPrefInputs, connector_material: material.Grade }) - - getMaterialDetails({data: material, type: "connector"}) - } - - - return ( -
    -
    -
    -
    -
    Material
    -
    - -
    -
    -
    -
    Ultimate Strength, Fu (Mpa)
    - -
    -
    -
    Yield Strength, Fy (Mpa) (0-20mm)
    - -
    -
    -
    Yield Strength, Fy (Mpa) (20-40mm)
    - -
    -
    -
    {`Yield Strength, Fy (Mpa) (>40mm)`}
    - -
    -
    -
    - -
    - ) -} - -export default ConnectorSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/CustomSectionModal.jsx b/osdagclient/src/components/CustomSectionModal.jsx deleted file mode 100644 index 4f2d3061f..000000000 --- a/osdagclient/src/components/CustomSectionModal.jsx +++ /dev/null @@ -1,228 +0,0 @@ -import React, { useState, useEffect, useContext } from 'react' -import { Modal, Input, Button } from 'antd' -import { ModuleContext } from '../context/ModuleState' - -const CustomSectionModal = ({ showModal, setShowModal, setInputValues, inputValues, type = "supported" }) => { - - const { getMaterialDetails, getColumnBeamMaterialList, currentModuleName, updateMaterialListFromCaches, materialList, addCustomMaterialToDB } = useContext(ModuleContext) - const [inputs, setInputs] = useState({ - fy_20: '', - fy_20_40: '', - fy_40: '', - fu: '' - }) - const [grade, setGrade] = useState("Cus____") - - const isLoggedIn = JSON.parse(localStorage.getItem("isLoggedIn")); - - useEffect(() => { - - let arr = ("Cus____").split("_") - if (inputs.fy_20 !== '') - arr[1] = inputs.fy_20 - if (inputs.fy_20_40 !== '') - arr[2] = inputs.fy_20_40 - if (inputs.fy_40 !== '') - arr[3] = inputs.fy_40 - if (inputs.fu !== '') - arr[4] = inputs.fu - - setGrade(arr.join("_")) - - }, [inputs]) - - const handleSubmit = (inCache = True) => { - if (!inputs.fy_20 || !inputs.fy_20_40 || !inputs.fy_40 || !inputs.fu) { - alert("Please fill the missing parameters."); - return; - } - - if(!validateInput(inputs)){ - return; - } - - if (inCache) { - const key = "osdag-custom-materials" - const customSectionData = { - id: Math.round(Math.random()*1000), - Grade: grade, - Yield_Stress_less_than_20: parseInt(inputs.fy_20), - Yield_Stress_between_20_and_neg40: parseInt(inputs.fy_20_40), - Yield_Stress_greater_than_40: parseInt(inputs.fy_40), - Ultimate_Tensile_Stress: parseInt(inputs.fu), - Elongation: null, - } - - const prevData = JSON.parse(localStorage.getItem("osdag-custom-materials")) - - let presentItemsInCaches = null; - if(prevData) presentItemsInCaches = prevData.filter(item => item.Grade === grade) - presentItemsInCaches = materialList.filter(item => item.Grade === grade) - - if(presentItemsInCaches && presentItemsInCaches.length > 0){ - alert("The material is already presend"); - setShowModal(false) - setGrade("Cus____"); - setInputs({ - fy_20: '', - fy_20_40: '', - fy_40: '', - fu: '' - }) - return; - } - - let newData = [] - if(prevData) newData = [...prevData, customSectionData]; - else newData = [customSectionData] - - localStorage.setItem(key, JSON.stringify(newData)); - alert("Data added successfuly"); - if (type == 'supported') { - setInputValues({ ...inputValues, supported_material: grade }) - } - else if (type == 'supporting') { - setInputValues({ ...inputValues, supporting_material: grade }) - } - else if (type == 'connector') { - setInputValues({ ...inputValues, connector_material: grade }) - } - - getMaterialDetails({ material: grade, type: type, data: customSectionData}) - updateMaterialListFromCaches() - } - else { - handleCustomMat() - - } - - setShowModal(false) - setGrade("Cus____"); - setInputs({ - fy_20: '', - fy_20_40: '', - fy_40: '', - fu: '' - }) - } - - const handleCustomMat = async () => { - const data = await addCustomMaterialToDB(grade, inputs, 'Column-Flange-Beam-Web', type) - if (data.success === true) { - if (type == 'supported') { - setInputValues({ ...inputValues, supported_material: grade }) - } - else if (type == 'supporting') { - setInputValues({ ...inputValues, supporting_material: grade }) - } - else if (type == 'connector') { - setInputValues({ ...inputValues, connector_material: grade }) - } - } - alert(data.message) - updateMaterialListFromCaches() - } - - // utility function - const validateInput = fields => { - const mp = ['fy_20', 'fy_20_40', 'fy_40', 'fu']; - const arr = [fields.fy_20, fields.fy_20_40, fields.fy_40, fields.fu]; - - for(let i=0; i setShowModal(false)} - footer={null} - width={400} - > -
    -
    -

    Custom Material

    -
    -
    -
    -
    Grade
    - -
    -
    -
    Fy_20
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - className='input-design-pref' - placeholder='Range: 165-1500' - value={inputs.fy_20} - onChange={e => { - setInputs({ ...inputs, fy_20: e.target.value }) - }} - /> -
    -
    -
    Fy_20_40
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - className='input-design-pref' - value={inputs.fy_20_40} - placeholder='Range: 165-1500' - onChange={e => setInputs({ ...inputs, fy_20_40: e.target.value })} - /> -
    -
    -
    Fy_40
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - className='input-design-pref' - value={inputs.fy_40} - placeholder='Range: 165-1500' - onChange={e => setInputs({ ...inputs, fy_40: e.target.value })} - /> -
    -
    -
    Fu
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - className='input-design-pref' - value={inputs.fu} - placeholder='Range: 165-1500' - onChange={e => setInputs({ ...inputs, fu: e.target.value })} - /> -
    -
    - -
    - - -
    -
    - - ) -} - -export default CustomSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/DesignPrefSections.jsx b/osdagclient/src/components/DesignPrefSections.jsx deleted file mode 100644 index 22acb5f14..000000000 --- a/osdagclient/src/components/DesignPrefSections.jsx +++ /dev/null @@ -1,186 +0,0 @@ -import React, {useState, useContext} from 'react' -import { ModuleContext } from '../context/ModuleState' -import ColumnSectionModal from './ColumnSectionModal' -import BeamSectionModal from './BeamSectionModal' -import ConnectorSectionModal from './ConnectorSectionModal' -import BoltSectionModal from './BoltSectionModal' -import WeldSectionModal from './WeldSectionModal' -import DetailingSectionModal from './DetailingSectionModal' -import DesignSectionModal from './DesignSectionModal' -import { Button , Modal} from 'antd'; - -const tabs = [ - { - name: 'Column Section*', - id: 0 - },{ - name: 'Beam Section*', - id: 1 - },{ - name: 'Connector', - id: 2 - },{ - name: 'Bolt', - id: 3, - },{ - name: 'Weld', - id: 4 - },{ - name: 'Detailing', - id: 5 - },{ - name: 'Design', - id: 6 - } -] - -const DesignPrefSections = ({inputs, setInputs, selectedOption, setDesignPrefModalStatus, setConfirmationModal, confirmationModal}) => { - - const [activeTab, setActiveTab] = useState(0) - const {designPrefData, design_pref_defaults} = useContext(ModuleContext) - const [designPrefInputs, setDesignPrefInputs] = useState({ - supported_material: inputs.supported_material, - supporting_material: inputs.supporting_material, - connector_material: inputs.connector_material, - bolt_tension_type: inputs.bolt_tension_type, - bolt_hole_type: inputs.bolt_hole_type, - bolt_slip_factor: inputs.bolt_slip_factor, - weld_fab: inputs.weld_fab, - weld_material_grade: inputs.weld_material_grade, - detailing_edge_type: inputs.detailing_edge_type, - detailing_gap: inputs.detailing_gap, - detailing_corr_status: inputs.detailing_corr_status, - design_method: inputs.design_method - }) - - const saveCoreInputs = () => { - setInputs({...inputs, ...designPrefInputs}) - setDesignPrefModalStatus(false) - setConfirmationModal(false) - } - - const resetInputs = () => { - setDesignPrefInputs(design_pref_defaults) - setInputs({...inputs, ...design_pref_defaults}) - setConfirmationModal(false) - setDesignPrefModalStatus(false) - } - - return ( -
    -
    -

    Design Preference

    -
    -
    - {tabs.map(item => { - return ( - - ) - })} -
    -
    - {activeTab == 0 && - 0 ? designPrefData.supporting_section_results[0] : designPrefData.supporting_section_results} - /> - } - {activeTab == 1 && - //

    Beam Section

    - 0 ? designPrefData.supported_section_results[0] : designPrefData.supported_section_results} - /> - } - {activeTab == 2 && - - } - {activeTab == 3 && - - } - {activeTab == 4 && - - } - {activeTab == 5 && - - } - {activeTab == 6 && - - } -
    - - {/*{ activeTab == 0 || activeTab == 1 - ? -
    - - - - - -
    - : - null - }*/} -
    - - - - -
    - - This action will discard your changes. - -
    - ) -} - -export default DesignPrefSections \ No newline at end of file diff --git a/osdagclient/src/components/DesignSectionModal.jsx b/osdagclient/src/components/DesignSectionModal.jsx deleted file mode 100644 index 4f604a403..000000000 --- a/osdagclient/src/components/DesignSectionModal.jsx +++ /dev/null @@ -1,42 +0,0 @@ -import { Select,Input } from 'antd' - -const DesignSectionModal = ({designPrefInputs, setDesignPrefInputs }) => { - - return ( -<> -
    -
    -
    -

    Inputs

    -
    -
    Design Method
    -
    - -
    -
    - -
    -
    - {/* */} - {/*
    -
    -

    Discription

    - -
    -
    */} - - -
    - - - ) -} - -export default DesignSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/DetailingSectionModal.jsx b/osdagclient/src/components/DetailingSectionModal.jsx deleted file mode 100644 index ca489f14b..000000000 --- a/osdagclient/src/components/DetailingSectionModal.jsx +++ /dev/null @@ -1,68 +0,0 @@ -import { Select,Input } from 'antd' - -const DetailingSectionModal = ({ designPrefInputs, setDesignPrefInputs }) => { -const Detailing_text =`The minimum edge and end distances from the centre of any hole to the nearest edge of a plate shall not be less than 1.7 times the hole diameter in case of [sheared or hand flame cut edges] and 1.5 times the hole diameter in case of [Rolled, machine-flame cut, sawn and planed edges] (IS 800 - cl. 10. 2. 4. 2) - -This gap should include the tolerance value of 5mm or 1.5mm. So if the assumed clearance is 5mm, then the gap should be = 10mm (= 5mm {clearance} + 5mm {tolerance} or if the assumed clearance is 1.5mm, then the gap should be = 3mm (= 1.5mm {clearance} + 1.5mm {tolerance}. These are the default gap values based on the site practice for convenience of erection and IS 7215,Clause 2.3.1. The gap value can also be zero based on the nature of connection where clearance is not required. - -Specifying whether the members are exposed to corrosive influences, here, only affects the calculation of the maximum edge distance as per cl. 10.2.4.3` - return ( -<> -
    -
    -
    -

    Inputs

    -
    -
    Edge Preparation Method
    -
    - -
    -
    -
    -
    Gap Between Beam And Support (mm)
    -
    - setDesignPrefInputs({...designPrefInputs, detailing_gap: e.target.value})} - /> -
    -
    -
    -
    Are the Member Exposed to Corrosive influences?
    -
    - -
    -
    -
    -
    - {/* */} -
    -
    -

    Discription

    - -
    -
    - - -
    - - - ) -} - -export default DetailingSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/DropdownMenu.jsx b/osdagclient/src/components/DropdownMenu.jsx deleted file mode 100644 index 67c17f93f..000000000 --- a/osdagclient/src/components/DropdownMenu.jsx +++ /dev/null @@ -1,387 +0,0 @@ -import React from 'react' -import { useContext, useRef, useState, useEffect } from 'react'; -import { ModuleContext } from '../context/ModuleState'; -import { UserContext } from '../context/UserState' - -const conn_map = { - "Column Flange-Beam-Web": "Column Flange-Beam Web", - "Column Web-Beam-Web": "Column Web-Beam Web", - "Beam-Beam": "Beam-Beam" -} - -const conn_map_inv = { - "Column Flange-Beam Web": "Column Flange-Beam-Web", - "Column Web-Beam Web": "Column Web-Beam-Web", - "Beam-Beam": "Beam-Beam" -} - -function DropdownMenu({ label, dropdown, setDesignPrefModalStatus, inputs, allSelected, selectedOption, setInputs, setSelectedOption, setAllSelected, logs, setCreateDesignReportBool, setDisplaySaveInputPopup, setSaveInputFileName}) { - - const { boltDiameterList, propertyClassList, thicknessList } = useContext(ModuleContext) - const { SaveInputValueFile} = useContext(UserContext) - - const [isOpen, setIsOpen] = useState(false); - const parentRef = useRef(null) - - const handleToggle = () => { - setIsOpen(!isOpen); - }; - - const loadInput = () => { - let element = document.createElement('input'); - element.setAttribute('type', 'file'); - parentRef.current.appendChild(element) - element.click() - - element.addEventListener('change', e => { - const file = e.target.files[0]; - const reader = new FileReader(); - - reader.onload = function(event){ - const fileContent = event.target.result; - const fileArr = fileContent.split('\n'); - let inputFromFileObj = {} - let boltDiameterIndex = -1; - let boltGradeIndex = -1; - let plateThicknessIndex = -1; - - for(let i=0; i { - let content - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - content = `Bolt.Bolt_Hole_Type: ${inputs.bolt_hole_type}\nBolt.Diameter: \n${formatArrayForText(allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter)}\nBolt.Grade: \n${formatArrayForText(allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade)}\nBolt.Slip_Factor: ${inputs.bolt_slip_factor}\nBolt.TensionType: ${inputs.bolt_tension_type}\nBolt.Type: ${inputs.bolt_type.replaceAll("_", " ")}\nConnectivity: ${conn_map[selectedOption]}\nConnector.Material: ${inputs.connector_material}\nDesign.Design_Method: ${inputs.design_method}\nDetailing.Corrosive_Influences: ${inputs.detailing_corr_status}\nDetailing.Edge_type: ${inputs.detailing_edge_type}\nDetailing.Gap: ${inputs.detailing_gap}\nLoad.Axial: ${inputs.load_axial || ''}\nLoad.Shear: ${inputs.load_shear || ''}\nMaterial: ${inputs.connector_material}\nMember.Supported_Section.Designation: ${inputs.beam_section}\nMember.Supported_Section.Material: ${inputs.supported_material}\nMember.Supporting_Section.Designation: ${inputs.column_section}\nMember.Supporting_Section.Material: ${inputs.supporting_material}\nModule: Fin Plate Connection\nWeld.Fab: ${inputs.weld_fab}\nWeld.Material_Grade_OverWrite: ${inputs.weld_material_grade}\nConnector.Plate.Thickness_List: \n${formatArrayForText(allSelected.plate_thickness ? thicknessList : inputs.plate_thickness)}\n` - - } - else{ - content = `Bolt.Bolt_Hole_Type: ${inputs.bolt_hole_type}\nBolt.Diameter: \n${formatArrayForText(allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter)}\nBolt.Grade: \n${formatArrayForText(allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade)}\nBolt.Slip_Factor: ${inputs.bolt_slip_factor}\nBolt.TensionType: ${inputs.bolt_tension_type}\nBolt.Type: ${inputs.bolt_type.replaceAll("_", " ")}\nConnectivity: ${conn_map[selectedOption]}\nConnector.Material: ${inputs.connector_material}\nDesign.Design_Method: ${inputs.design_method}\nDetailing.Corrosive_Influences: ${inputs.detailing_corr_status}\nDetailing.Edge_type: ${inputs.detailing_edge_type}\nDetailing.Gap: ${inputs.detailing_gap}\nLoad.Axial: ${inputs.load_axial || ''}\nLoad.Shear: ${inputs.load_shear || ''}\nMaterial: ${inputs.connector_material}\nMember.Supported_Section.Designation: ${inputs.secondary_beam}\nMember.Supported_Section.Material: ${inputs.supported_material}\nMember.Supporting_Section.Designation: ${inputs.primary_beam}\nMember.Supporting_Section.Material: ${inputs.supporting_material}\nModule: Fin Plate Connection\nWeld.Fab: ${inputs.weld_fab}\nWeld.Material_Grade_OverWrite: ${inputs.weld_material_grade}\nConnector.Plate.Thickness_List: \n${formatArrayForText(allSelected.plate_thickness ? thicknessList : inputs.plate_thickness)}\n` - - } - - let element = document.createElement('a') - element.setAttribute('href', 'data:application/json;charset=utf-8,' + encodeURIComponent(content)); - element.setAttribute('download', 'input_osdag.osi'); - element.style.display = 'none' - parentRef.current.appendChild(element) - element.click(); - parentRef.current.removeChild(element) - - // an API call, send the .osi file in the backend - - } - - const saveLogMessages = () => { - if(!logs){ - alert("No logs to save."); - return; - } - - let logsArr = [] - let flag = false; - - for(const log of logs){ - if(log.msg === "=== End Of Design ==="){ - flag = true; continue; - } - - logsArr.push(`${log.type}: ${log.msg}`) - } - if(flag) logsArr.push(`INFO: === End Of Design ===`) - - const content = logsArr.join('\n') - let element = document.createElement('a') - element.setAttribute('href', 'data:application/json;charset=utf-8,' + encodeURIComponent(content)); - element.setAttribute('download', 'logs_osdag.osi'); - element.style.display = 'none' - parentRef.current.appendChild(element) - element.click(); - parentRef.current.removeChild(element) - } - - const saveInput = () => { - console.log('inside save input') - let content - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - content = `Bolt.Bolt_Hole_Type: ${inputs.bolt_hole_type}\nBolt.Diameter: \n${formatArrayForText(allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter)}\nBolt.Grade: \n${formatArrayForText(allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade)}\nBolt.Slip_Factor: ${inputs.bolt_slip_factor}\nBolt.TensionType: ${inputs.bolt_tension_type}\nBolt.Type: ${inputs.bolt_type.replaceAll("_", " ")}\nConnectivity: ${conn_map[selectedOption]}\nConnector.Material: ${inputs.connector_material}\nDesign.Design_Method: ${inputs.design_method}\nDetailing.Corrosive_Influences: ${inputs.detailing_corr_status}\nDetailing.Edge_type: ${inputs.detailing_edge_type}\nDetailing.Gap: ${inputs.detailing_gap}\nLoad.Axial: ${inputs.load_axial || ''}\nLoad.Shear: ${inputs.load_shear || ''}\nMaterial: ${inputs.connector_material}\nMember.Supported_Section.Designation: ${inputs.beam_section}\nMember.Supported_Section.Material: ${inputs.supported_material}\nMember.Supporting_Section.Designation: ${inputs.column_section}\nMember.Supporting_Section.Material: ${inputs.supporting_material}\nModule: Fin Plate Connection\nWeld.Fab: ${inputs.weld_fab}\nWeld.Material_Grade_OverWrite: ${inputs.weld_material_grade}\nConnector.Plate.Thickness_List: \n${formatArrayForText(allSelected.plate_thickness ? thicknessList : inputs.plate_thickness)}\n` - - } - else{ - content = `Bolt.Bolt_Hole_Type: ${inputs.bolt_hole_type}\nBolt.Diameter: \n${formatArrayForText(allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter)}\nBolt.Grade: \n${formatArrayForText(allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade)}\nBolt.Slip_Factor: ${inputs.bolt_slip_factor}\nBolt.TensionType: ${inputs.bolt_tension_type}\nBolt.Type: ${inputs.bolt_type.replaceAll("_", " ")}\nConnectivity: ${conn_map[selectedOption]}\nConnector.Material: ${inputs.connector_material}\nDesign.Design_Method: ${inputs.design_method}\nDetailing.Corrosive_Influences: ${inputs.detailing_corr_status}\nDetailing.Edge_type: ${inputs.detailing_edge_type}\nDetailing.Gap: ${inputs.detailing_gap}\nLoad.Axial: ${inputs.load_axial || ''}\nLoad.Shear: ${inputs.load_shear || ''}\nMaterial: ${inputs.connector_material}\nMember.Supported_Section.Designation: ${inputs.secondary_beam}\nMember.Supported_Section.Material: ${inputs.supported_material}\nMember.Supporting_Section.Designation: ${inputs.primary_beam}\nMember.Supporting_Section.Material: ${inputs.supporting_material}\nModule: Fin Plate Connection\nWeld.Fab: ${inputs.weld_fab}\nWeld.Material_Grade_OverWrite: ${inputs.weld_material_grade}\nConnector.Plate.Thickness_List: \n${formatArrayForText(allSelected.plate_thickness ? thicknessList : inputs.plate_thickness)}\n` - - } - - if(localStorage.getItem('userType')=='guest'){ - alert('Cannot save, user is not loggedin in') - }else if(localStorage.getItem('userType')=='user'){ - // send the content to the Server - SaveInputValueFile(content).then((response) => { - console.log('response in dropdown : ' , response) - setDisplaySaveInputPopup(response.saveInputStatus) - setSaveInputFileName(response.saveInputFileName) - }) - }else{ - console.log('userType not matched') - } - } - - - const handleClick = (option) => { - switch (option.name) { - case `Load Input`: - loadInput(); - break; - - case `Download Input`: - downloadInput(); - break; - - case 'Save Input' : - saveInput(); - break; - - case `Save Log Messages`: - saveLogMessages(); - break; - - case `Create Design Report`: - setCreateDesignReportBool(true); - break; - - case `Save 3D Model`: console.log(`Save 3D model val ${option.name}`); - break; - - case `Save Cad Image`: console.log(`Save Cad image val ${option.name}`); - break; - - case `Save Front View`: console.log(`Save Front View val ${option.name}`); - break; - - case `Save Top View`: console.log(`Save Top View val ${option.name}`); - break; - - case `Save Side View`: console.log(`Save Side View val ${option.name}`); - break; - - case `Quit`: console.log(`Quit val ${option.name}`); - break; - // File End - // Edit Start - case `Design Preferences`: - setDesignPrefModalStatus(true); - break; - // Edit End - // Graphics Start - case `Zoom In`: console.log(`Zoom In val ${option.name}`); - break; - - case `Zoom Out`: console.log(`Zoom Out val ${option.name}`); - break; - - case `Pan`: console.log(`Pan val ${option.name}`); - break; - - case `Rotate 3D Model`: console.log(`Rotate 3D Model val ${option.name}`); - break; - - case `Model`: console.log(`Model val ${option.name}`); - break; - - case `Beam`: console.log(`Beam val ${option.name}`); - break; - - case `Column`: console.log(`Column val ${option.name}`); - break; - - case `FinePlate`: console.log(`FinePlate val ${option.name}`); - break; - // Graphics End - - case `Downloads`: console.log(`Downloads val ${option.name}`); - break; - - case `Reset`: console.log(`Reset val ${option.name}`); - break; - // Database End - // Help Start - case `Video Tutorials`: console.log(`Video Tutorials val ${option.name}`); - break; - - case `Design Examples`: console.log(`Design Examples val ${option.name}`); - break; - - case `Ask us a question`: console.log(`Ask us a question val ${option.name}`); - break; - - case `About Osdag`: console.log(`About Osdag val ${option.name}`); - break; - // Help End - - default: console.log(`Default Val: ${option.name}`); - break; - } - - }; - - // UTILITY FUNCTIONS - const formatArrayForText = (arr) => { - let text = ""; - for(let i=0; i { - let res = [] - for(let i=index+1; i { - const handleOutsideClick = (event) => { - if (parentRef.current && !parentRef.current.contains(event.target)) { - setIsOpen(false); - } - }; - - window.addEventListener('click', handleOutsideClick); - - return () => { - window.removeEventListener('click', handleOutsideClick); - }; - }, []); - - return ( - <> -
    -
    - {label} -
    - {isOpen && ( -
    - {dropdown.map((option, index) => ( -
    handleClick(option)}> - {option.name} - {option.shortcut && {option.shortcut}} -
    - ))} -
    - )} - -
    - - - ); -} - -export default DropdownMenu \ No newline at end of file diff --git a/osdagclient/src/components/EndPlateOutputDock.jsx b/osdagclient/src/components/EndPlateOutputDock.jsx deleted file mode 100644 index fee28451e..000000000 --- a/osdagclient/src/components/EndPlateOutputDock.jsx +++ /dev/null @@ -1,546 +0,0 @@ -import React from 'react' -import { useState } from 'react'; -import { Input, Modal, Row, Col } from 'antd'; -import spacingIMG from '../assets/endplate_spacing.png' -import capacityIMG1 from '../assets/L_shear1.png' -import capacityIMG2 from '../assets/L.png' -const placeholderOutput = { - Bolt: [ - { - label: "Diameter (mm)", - val: 0 - }, - { - label: "Property Class", - val: 0 - }, - { - label: "shear Capacity (KN)", - val: 0 - }, - { - label: "Bolt Force (KN)", - val: 0 - }, - { - label: "Bolt Column (nos)", - val: 0 - }, - { - label: "Bolt Rows (nos)", - val: 0 - } - ], - Plate: [ - { - label: "Thickness (mm)", - val: 0 - }, - { - label: "Height (mm)", - val: 0 - }, - { - label: "Length (mm)", - val: 0 - } - ], - Weld: [ - { - label: "Size (mm)", - val: 0 - }, - { - label: "Strength (N/mm2)", - val: 0 - }, - { - label: "Stress (N/mm)", - val: 0 - } - ] -} - - -const platePopUpFields = ['Shear Yielding Capacity (kN)', 'Rupture Capacity (kN)', 'Block Shear Capacity (kN)', 'Tension Yielding Capacity (kN)', 'Tension Rupture Capacity (kN)', 'Axial Block Shear Capacity (kN)', 'Moment Demand (kNm)', 'Moment Capacity (kNm)', 'Moment Demand per Bolt (kNm)', 'Moment Capacity per Bolt (kNm)'] -const boltPopUpFields = ['Pitch Distance (mm)', 'End Distance (mm)', 'Edge Distance (mm)', 'Gauge Distance (mm)', 'Shear Capacity (kN)', 'Bearing Capacity (kN)', 'Ī²lj', 'Ī²lg', 'Ī²pk', 'Bolt Prying Force (kN)', 'Total Bolt Tension (kN)', 'Interaction Ratio',] - -const EndPlateOutputDock = ({ output }) => { - - const [BoltspacingModel, setBoltSpacingModel] = useState(false); - const [PlatecapacityModel, setPlateCapacityModel] = useState(false); - const [BoltcapacityModel, setBoltCapacityModel] = useState(false); - - // console.log('output : ' , output, output && Object.keys(output).length) - const handleDialogSpacing = (value) => { - if (value === 'BoltSpacing') { - setBoltSpacingModel(true); - } else if (value === 'PlateCapacity') { - setPlateCapacityModel(true); - } else if (value == 'BoltCapacity') { - setBoltCapacityModel(true); - } - - else { - setBoltSpacingModel(false); - setPlateCapacityModel(false); - setBoltSpacingModel(false) - } - }; - - // console.log(output) - - return ( -
    -
    Output Dock
    -
    - {(output && Object.keys(output).length) ? Object.keys(output).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(output[key]).map((elm, index1) => { - if (key == "Plate" && platePopUpFields.includes(elm.label)) - return (<>) - else if (key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    - -
    - -
    - - {(key == "Plate" && index1 == (Object.values(output[key])?.length - 1)) && - <> -
    -

    Capacity

    -
    -
    - handleDialogSpacing("PlateCapacity")} /> -
    - } -
    - ); - })} -
    -
    - {(key == "Bolt") - && - - <> -
    -
    -

    Capacity Details

    -
    -
    - handleDialogSpacing("BoltCapacity")} /> -
    -
    -

    Spacing

    -
    -
    - handleDialogSpacing("BoltSpacing")} /> -
    -
    - } - - ); - }) : -
    - {Object.keys(placeholderOutput).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(placeholderOutput[key]).map((elm, index1) => { - if (key == "Plate" && platePopUpFields.includes(elm.label)) - return (<>) - else if (key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {(key !== "Weld" && index1 == (Object.values(placeholderOutput[key])?.length - 1)) && - <> -
    -

    {key == "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")} - disabled - /> - -
    - } -
    - ); - })} -
    -
    - { - - } - ); - })} -
    } -
    - - {/* Plate capacity details */} - setPlateCapacityModel(false)} - footer={null} - width={'70vh'} - style={{ maxHeight: '800px', overflow: 'auto' }} - bodyStyle={{ padding: '20px' }} - > - <> -
    -

    Capacity Details

    -
    - - -
    -
    -
    -

    Shear Yielding Capacity (kN)

    -
    -
    - val.label == "Shear Yielding Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Block Shear Capacity (kN)

    -
    -
    - val.label == "Block Shear Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Moment Demand per Bolt (kNm)

    -
    -
    - val.label == "Moment Demand per Bolt (kNm)")]?.val) || "0"} - /> -
    -
    -

    Moment Capacity per Bolt (kNm)

    -
    -
    - val.label == "Moment Capacity per Bolt (kNm)")]?.val) || "0"} - /> -
    - - - -
    - - -
    - {/* */} - -     - - setBoltSpacingModel(false)} - footer={null} - width={'100vh'} - > - <> -
    -

    Spacing Details

    -
    - -
    -

    - Note: Representative image for Spacing Details -3 x 3 pattern considered

    - -
    -
    -
    -
    -

    Pitch Distance (mm)

    -
    -
    - val.label == "Pitch Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    End Distance (mm)

    -
    -
    - val.label == "End Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Gauge Distance (mm)

    -
    -
    - val.label == "Gauge Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Edge Distance (mm)

    -
    -
    - val.label == "Edge Distance (mm)")]?.val) || "0"} - /> -
    - - - -
    -
    - SpacingImage -
    - -
    - {/* */} - -     - - - {/* Bolt Capacity Modal */} - setBoltCapacityModel(false)} - footer={null} - width={'70vh'} - style={{ maxHeight: '500px', overflow: 'auto' }} - bodyStyle={{ padding: '20px' }} - > - -
    -

    Details

    -
    -
    -
    -
    -

    Shear Capacity (kN)

    -
    -
    - val.label == "Shear Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Bearing Capacity (kN)

    -
    -
    - val.label == "Bearing Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Ī²lj

    -
    -
    - val.label == "Ī²lj")]?.val) || "0"} - /> -
    -
    -

    Ī²lg

    -
    -
    - val.label == "Ī²lg")]?.val) || "0"} - /> -
    -
    -

    Ī²pk

    -
    -
    - val.label == "Ī²pk")]?.val) || "0"} - /> -
    -
    -

    Bolt Value (kN)

    -
    -
    - val.label == "Bolt Value (kN)")]?.val) || "0"} - /> -
    -
    -

    Bolt Tension Capacity (kN)

    -
    -
    - val.label == "Bolt Tension Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Bolt Shear Force (kN)

    -
    -
    - val.label == "Bolt Shear Force (kN)")]?.val) || "0"} - /> -
    -
    -

    Bolt Tension Force (kN)

    -
    -
    - val.label == "Bolt Tension Force (kN)")]?.val) || "0"} - /> -
    -
    -

    Bolt Prying Force (kN)

    -
    -
    - val.label == "Bolt Prying Force (kN)")]?.val) || "0"} - /> -
    -
    -

    Total Bolt Tension (kN)

    -
    -
    - val.label == "Total Bolt Tension (kN)")]?.val) || "0"} - /> -
    -
    -

    Interaction Ratio

    -
    -
    - val.label == "Interaction Ratio")]?.val) || "0"} - /> -
    -
    - - -
    - {/* */} - -     -
    - ) -} - -export default EndPlateOutputDock \ No newline at end of file diff --git a/osdagclient/src/components/Logs.jsx b/osdagclient/src/components/Logs.jsx deleted file mode 100644 index 02d29ad1f..000000000 --- a/osdagclient/src/components/Logs.jsx +++ /dev/null @@ -1,32 +0,0 @@ -import React from 'react' - -let endOfDesignLog = "" -const Logs = ({ logs }) => { - - return ( -
    - {logs && logs.map((log, index) => { - if (log.msg.includes('=== End Of Design ===')) { - endOfDesignLog = log.msg - return <> - } - return ( -

    - {log.type}: - {log.msg} -

    - ) - })} - {endOfDesignLog &&

    - INFO: - {endOfDesignLog} -

    } -
    - ) -} - -export default Logs \ No newline at end of file diff --git a/osdagclient/src/components/Mainwindow.jsx b/osdagclient/src/components/Mainwindow.jsx deleted file mode 100644 index e2e2ec736..000000000 --- a/osdagclient/src/components/Mainwindow.jsx +++ /dev/null @@ -1,15 +0,0 @@ -import '../App.css' -import Osdag from "../assets/osdag-title.png" -import IIT from "../assets/iit.png" -import Fossee from "../assets/fossee.png" -function Mainwindow() { - return ( -
    - osdag-logo - iitb logo - fossee-logo -
    - ) -} - -export default Mainwindow \ No newline at end of file diff --git a/osdagclient/src/components/OutputDock.jsx b/osdagclient/src/components/OutputDock.jsx deleted file mode 100644 index e7c129974..000000000 --- a/osdagclient/src/components/OutputDock.jsx +++ /dev/null @@ -1,508 +0,0 @@ -import React from 'react' -import { useState } from 'react'; -import { Input, Modal } from 'antd'; -import spacingIMG from '../assets/spacing_3.png' -import capacityIMG1 from '../assets/L_shear1.png' -import capacityIMG2 from '../assets/L.png' - -const placeholderOutput = { - Bolt: [ - { - label: "Diameter (mm)", - val: 0 - }, - { - label: "Property Class", - val: 0 - }, - { - label: "shear Capacity (KN)", - val: 0 - }, - { - label: "Bolt Force (KN)", - val: 0 - }, - { - label: "Bolt Column (nos)", - val: 0 - }, - { - label: "Bolt Rows (nos)", - val: 0 - } - ], - Plate: [ - { - label: "Thickness (mm)", - val: 0 - }, - { - label: "Height (mm)", - val: 0 - }, - { - label: "Length (mm)", - val: 0 - } - ], - Weld: [ - { - label: "Size (mm)", - val: 0 - }, - { - label: "Strength (N/mm2)", - val: 0 - }, - { - label: "Stress (N/mm)", - val: 0 - } - ] -} - - -const platePopUpFields = ['Shear Yielding Capacity (kN)', 'Rupture Capacity (kN)', 'Block Shear Capacity (kN)', 'Tension Yielding Capacity (kN)', 'Tension Rupture Capacity (kN)', 'Axial Block Shear Capacity (kN)', 'Moment Demand (kNm)', 'Moment Capacity (kNm)'] -const boltPopUpFields = ['Pitch Distance (mm)', 'End Distance (mm)', 'Edge Distance (mm)'] - -const OutputDock = ({ output }) => { - - const [spacingModel, setSpacingModel] = useState(false); - const [capacityModel, setCapacityModel] = useState(false); - - // console.log('output : ' , output, output && Object.keys(output).length) - const handleDialogSpacing = (value) => { - if (value === 'Spacing') { - setSpacingModel(true); - } else if (value === 'Capacity') { - setCapacityModel(true); - } else { - setSpacingModel(false); - setCapacityModel(false); - } - }; - - // console.log(output) - - return ( -
    -
    Output Dock
    -
    - {(output && Object.keys(output).length) ? Object.keys(output).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(output[key]).map((elm, index1) => { - if(key == "Plate" && platePopUpFields.includes(elm.label)) - return (<>) - else if(key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {(key !== "Weld" && index1 == (Object.values(output[key])?.length-1)) && - <> -
    -

    {key == "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")}/> -
    - } -
    - ); - })} -
    -
    - { - (key === "Bolt") && -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - handleDialogSpacing("Capacity")}/> -
    -
    -
    - } - ); - }) : -
    - {Object.keys(placeholderOutput).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(placeholderOutput[key]).map((elm, index1) => { - if(key == "Plate" && platePopUpFields.includes(elm.label)) - return (<>) - else if(key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {(key !== "Weld" && index1 == (Object.values(placeholderOutput[key])?.length-1)) && - <> -
    -

    {key == "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")} - disabled - /> - -
    - } -
    - ); - })} -
    -
    - { - (key === "Plate") && -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - -
    -
    -
    - } - ); - })} -
    } -
    - - {/* Spacing */} - setSpacingModel(false)} - footer={null} - width= {'100vh'} - > - <> -
    -

    Spacing Details

    -
    - -
    -

    - Note: Representative image for Spacing Details -3 x 3 pattern considered

    - {/* setSpacingModel(false)} - style={{ - maxWidth: '10vh', - maxHight: 'vh', - marginLeft: "50vh" - }} - /> */} -
    -
    -
    -
    -

    Pitch Distance (mm)

    -
    -
    - val.label == "Pitch Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    End Distance (mm)

    -
    -
    - val.label == "End Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Gauge Distance (mm)

    -
    -
    - val.label == "Gauge Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Edge Distance (mm)

    -
    -
    - val.label == "Edge Distance (mm)")]?.val) || "0"} - /> -
    - - - -
    -
    - SpacingImage -
    - -
    -{/* */} - -     - {/* Capacity */} - setCapacityModel(false)} - footer={null} - width= {'120vh'} - style={{ maxHeight: '800px', overflow: 'auto' }} - > - <> -
    -

    Capacity Details

    -
    - -
    -

    - Note: Representative image for Failure Pattern (Half Pate) - 2 x 3 Bolt pattern considered

    - {/* setSpacingModel(false)} - style={{ - maxWidth: '10vh', - maxHight: 'vh', - marginLeft: "50vh" - }} - /> */} -
    -
    - -
    -
    -

    Failure due Shear in Plate

    -
    -
    -
    -
    -

    Shear Yielding Capacity (kN)

    -
    -
    - val.label == "Shear Yielding Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Rupture Capacity (kN)

    -
    -
    - val.label == "Rupture Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Block Shear Capacity (kN)

    -
    -
    - val.label == "Block Shear Capacity (kN)")]?.val) || "0"} - /> -
    - - -
    -
    - capacityIMG1 - -
    Block Shear Pattern
    -
    -
    -
    - {/* section 2 */} -
    -
    -

    Failure due Tension in Plate

    -
    -
    -
    -
    -

    Tension Yielding Capacity (kN)

    -
    -
    - val.label == "Tension Yielding Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Tension Rupture Capacity (kN)

    -
    -
    - val.label == "Tension Rupture Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Axial Block Shear Capacity (kN)

    -
    -
    - val.label == "Axial Block Shear Capacity (kN)")]?.val) || "0"} - /> -
    - - -
    -
    - capacityIMG2 - -
    Block Shear Pattern
    -
    -
    -
    - {/* Section 3 */} -
    -
    -

    Section 3

    -
    -
    -
    -
    -

    Moment Demand (kNm)

    -
    -
    - val.label == "Moment Demand (kNm)")]?.val) || "0"} - /> -
    -
    -

    Moment Capacity (kNm)

    -
    -
    - val.label == "Moment Capacity (kNm)")]?.val) || "0"} - /> -
    - - -
    -
    - {/* capacityIMG2 - -
    Block Shear Pattern
    */} -
    -
    -
    -
    - -{/* */} - -     -
    - ) -} - -export default OutputDock \ No newline at end of file diff --git a/osdagclient/src/components/SeatedAngleOutputDock.jsx b/osdagclient/src/components/SeatedAngleOutputDock.jsx deleted file mode 100644 index 349246574..000000000 --- a/osdagclient/src/components/SeatedAngleOutputDock.jsx +++ /dev/null @@ -1,520 +0,0 @@ -import React from 'react' -import { useState } from 'react'; -import { Input, Modal } from 'antd'; -import spacingIMG from '../assets/spacing_3.png' -import capacityIMG1 from '../assets/L_shear1.png' -import capacityIMG2 from '../assets/L.png' - -const placeholderOutput = { - Bolt: [ - { - label: "Rows of Bolts", - val: 0 - }, - { - label: "Columns of Bolts", - val: 0 - }, - { - label: "Gauge Distance (mm)", - val: 0 - }, - { - label: "Diameter (mm)", - val: 0 - }, - { - label: "Property Class", - val: 0 - }, - { - label: "Number of Bolts", - val: 0 - }, - { - label: "Shear Capacity (kN)", - val: 0 - }, - { - label: "Bearing Capacity (kN)", - val: 0 - }, - { - label: "Ī²lg", - val: 0 - }, - { - label: "Bolt Value (kN)", - val: 0 - }, - { - label: "Bolt Shear Force (kN)", - val: 0 - } - ], - SeatedAngle: [ - { - label: "Designation", - val: 0 - }, - { - label: "Width (mm)", - val: 0 - } - ], - TopAngle: [ - { - label: "Designation", - val: 0 - }, - { - label: "Width (mm)", - val: 0 - } - ] -} - - -const platePopUpFields = ['Shear Yielding Capacity (kN)', 'Rupture Capacity (kN)', 'Block Shear Capacity (kN)', 'Tension Yielding Capacity (kN)', 'Tension Rupture Capacity (kN)', 'Axial Block Shear Capacity (kN)', 'Moment Demand (kNm)', 'Moment Capacity (kNm)'] -const boltPopUpFields = ['Pitch Distance (mm)', 'End Distance (mm)', 'Edge Distance (mm)'] - -const SeatedAngleOutputDock = ({ output }) => { - - const [spacingModel, setSpacingModel] = useState(false); - const [capacityModel, setCapacityModel] = useState(false); - - // console.log('output : ' , output, output && Object.keys(output).length) - const handleDialogSpacing = (value) => { - if (value === 'Spacing') { - setSpacingModel(true); - } else if (value === 'Capacity') { - setCapacityModel(true); - } else { - setSpacingModel(false); - setCapacityModel(false); - } - }; - - // console.log(output) - - return ( -
    -
    Output Dock
    -
    - {(output && Object.keys(output).length) ? Object.keys(output).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(output[key]).map((elm, index1) => { - if(key == "SeatedAngle" && platePopUpFields.includes(elm.label)) - return (<>) - else if(key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {(key !== "TopAngle" && index1 == (Object.values(output[key])?.length-1)) && - <> -
    -

    {key == "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")}/> -
    - } -
    - ); - })} -
    -
    - { - (key === "Bolt") && -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - handleDialogSpacing("Capacity")}/> -
    -
    -
    - } - ); - }) : -
    - {Object.keys(placeholderOutput).map((key, index) => { - return ( - <> -
    -

    {key}

    -
    - {Object.values(placeholderOutput[key]).map((elm, index1) => { - if(key == "SeatedAngle" && platePopUpFields.includes(elm.label)) - return (<>) - else if(key == "Bolt" && boltPopUpFields.includes(elm.label)) - return (<>) - return ( -
    -
    -

    {elm.label}

    -
    -
    - -
    - {(key !== "TopAngle" && index1 == (Object.values(placeholderOutput[key])?.length-1)) && - <> -
    -

    {key == "Bolt" ? "Spacing" : "Capacity"}

    -
    -
    - handleDialogSpacing(key === "Bolt" ? "Spacing" : "Capacity")} - disabled - /> - -
    - } -
    - ); - })} -
    -
    - { - (key === "SeatedAngle") && -
    -

    Section Details

    -
    -
    -

    Capacity

    -
    -
    - -
    -
    -
    - } - ); - })} -
    } -
    - - {/* Spacing */} - setSpacingModel(false)} - footer={null} - width= {'100vh'} - > - <> -
    -

    Spacing Details

    -
    - -
    -

    - Note: Representative image for Spacing Details -3 x 3 pattern considered

    - {/* setSpacingModel(false)} - style={{ - maxWidth: '10vh', - maxHight: 'vh', - marginLeft: "50vh" - }} - /> */} -
    -
    -
    -
    -

    Pitch Distance (mm)

    -
    -
    - val.label == "Pitch Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    End Distance (mm)

    -
    -
    - val.label == "End Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Gauge Distance (mm)

    -
    -
    - val.label == "Gauge Distance (mm)")]?.val) || "0"} - /> -
    -
    -

    Edge Distance (mm)

    -
    -
    - val.label == "Edge Distance (mm)")]?.val) || "0"} - /> -
    - - - -
    -
    - SpacingImage -
    - -
    -{/* */} - -     - {/* Capacity */} - setCapacityModel(false)} - footer={null} - width= {'120vh'} - style={{ maxHeight: '800px', overflow: 'auto' }} - > - <> -
    -

    Capacity Details

    -
    - -
    -

    - Note: Representative image for Failure Pattern (Half Pate) - 2 x 3 Bolt pattern considered

    - {/* setSpacingModel(false)} - style={{ - maxWidth: '10vh', - maxHight: 'vh', - marginLeft: "50vh" - }} - /> */} -
    -
    - -
    -
    -

    Failure due Shear in Plate

    -
    -
    -
    -
    -

    Shear Yielding Capacity (kN)

    -
    -
    - val.label == "Shear Yielding Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Rupture Capacity (kN)

    -
    -
    - val.label == "Rupture Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Block Shear Capacity (kN)

    -
    -
    - val.label == "Block Shear Capacity (kN)")]?.val) || "0"} - /> -
    - - -
    -
    - capacityIMG1 - -
    Block Shear Pattern
    -
    -
    -
    - {/* section 2 */} -
    -
    -

    Failure due Tension in Plate

    -
    -
    -
    -
    -

    Tension Yielding Capacity (kN)

    -
    -
    - val.label == "Tension Yielding Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Tension Rupture Capacity (kN)

    -
    -
    - val.label == "Tension Rupture Capacity (kN)")]?.val) || "0"} - /> -
    -
    -

    Axial Block Shear Capacity (kN)

    -
    -
    - val.label == "Axial Block Shear Capacity (kN)")]?.val) || "0"} - /> -
    - - -
    -
    - capacityIMG2 - -
    Block Shear Pattern
    -
    -
    -
    - {/* Section 3 */} -
    -
    -

    Section 3

    -
    -
    -
    -
    -

    Moment Demand (kNm)

    -
    -
    - val.label == "Moment Demand (kNm)")]?.val) || "0"} - /> -
    -
    -

    Moment Capacity (kNm)

    -
    -
    - val.label == "Moment Capacity (kNm)")]?.val) || "0"} - /> -
    - - -
    -
    - {/* capacityIMG2 - -
    Block Shear Pattern
    */} -
    -
    -
    -
    - -{/* */} - -     -
    - ) -} - -export default SeatedAngleOutputDock \ No newline at end of file diff --git a/osdagclient/src/components/Sidebar.jsx b/osdagclient/src/components/Sidebar.jsx deleted file mode 100644 index 7bc697ee0..000000000 --- a/osdagclient/src/components/Sidebar.jsx +++ /dev/null @@ -1,92 +0,0 @@ -import '../App.css' -import Osdag_logo from "../assets/logo-osdag.png" -import { useNavigate } from 'react-router-dom' -import { useState } from 'react' - -import { GlobalContext } from '../context/GlobalState' -import { useContext } from 'react' - -let initialRender = false; - -function Sidebar() { - - const [isSidebarVisible, setSidebarVisible] = useState(true); - const { data, getInitialData } = useContext(GlobalContext) - - const isGuestOrnot = localStorage.getItem('userType') - - if (!initialRender) { - getInitialData() - initialRender = true; - } - - - - function handleSelectChange(event) { - const selectedOptionValue = event.target.value; - if (selectedOptionValue === "1") { - window.open("https://osdag.fossee.in/resources/videos", "_blank"); - } - else if (selectedOptionValue === "2") { - window.open("https://www.youtube.com/channel/UCnSZ7EjhDwNi3eCPcSKpgJg", "_blank") - } - else if (selectedOptionValue === "3") { - window.open("https://static.fossee.in/html_page/", "_blank") - } - else if (selectedOptionValue === "4") { - window.open("https://osdag.fossee.in/forum", "_blank") - } - } - - const navigate = useNavigate(); - return ( - <> -
    - - -
    - { - data && data.data && data.data.map((item) => { - return ( -
    - - -
    - ) - }) - } - - {isGuestOrnot === 'guest' ? ( -
    - -
    - ) : ( -
    - -
    - )} -
    -
    - -
    -
    - - ) -} - -export default Sidebar \ No newline at end of file diff --git a/osdagclient/src/components/WeldSectionModal.jsx b/osdagclient/src/components/WeldSectionModal.jsx deleted file mode 100644 index dd36af4a2..000000000 --- a/osdagclient/src/components/WeldSectionModal.jsx +++ /dev/null @@ -1,56 +0,0 @@ -import { Select,Input } from 'antd' - -const WeldSectionModal = ({ inputs, setInputs, designPrefInputs, setDesignPrefInputs }) => { - - const Weld_text=`Shop weld takes a material safety factor of 1.25 -Field weld takes a material safety factor of 1.5 -(IS 800 - cl. 5. 4. 1 or Table 5)` - - return ( -<> -
    -
    -
    -

    Inputs

    -
    -
    Type of Weld Fabrication
    -
    - -
    -
    -
    -
    Material Grade Overwrite, Fu (MPa)
    -
    - setDesignPrefInputs({...designPrefInputs, weld_material_grade: e.target.value})} - /> -
    -
    -
    -
    - {/* */} -
    -
    -

    Discription

    - -
    -
    - - -
    - - - ) -} - -export default WeldSectionModal \ No newline at end of file diff --git a/osdagclient/src/components/Window.jsx b/osdagclient/src/components/Window.jsx deleted file mode 100644 index 06a5c204e..000000000 --- a/osdagclient/src/components/Window.jsx +++ /dev/null @@ -1,295 +0,0 @@ -import { useState, useEffect, useContext } from 'react' -import { useParams, useNavigate } from 'react-router-dom' - -import { GlobalContext } from '../context/GlobalState' -import { ModuleContext } from '../context/ModuleState' - -// importing images -import bolted_to_end from '../assets/TensionMember/bolted_to_end.png' -import welded_to_end from '../assets/TensionMember/welded_to_end.png' -import sc_fin_plate from '../assets/ShearConnection/sc_fin_plate.png' -import sc_end_plate from '../assets/ShearConnection/sc_end_plate.png' -import sc_cleat_angle from '../assets/ShearConnection/sc_cleat_angle.png' -import sc_seated_angle from '../assets/ShearConnection/sc_seated_angle.png' -import mc_btb_cpb from '../assets/MomentConnection/mc_btb_cpb.png' -import mc_btb_cpw from '../assets/MomentConnection/mc_btb_cpw.png' -import mc_btb_ep from '../assets/MomentConnection/mc_btb_ep.png' -import mc_ctc_cpb from '../assets/MomentConnection/mc_ctc_cpb.png' -import mc_ctc_cpw from '../assets/MomentConnection/mc_ctc_cpw.png' -import mc_ctc_ep from '../assets/MomentConnection/mc_ctc_ep.png' -import mc_btc_ep from '../assets/MomentConnection/mc_btc_ep.png' -import base_plate from '../assets/BasePlate/base_plate.png' - - - -const image_map = { - bolted_to_end, - welded_to_end, - sc_cleat_angle, - sc_end_plate, - sc_fin_plate, - sc_seated_angle, - mc_btb_cpb, - mc_btb_cpw, - mc_btb_ep, - mc_ctc_cpb, - mc_ctc_cpw, - mc_ctc_ep, - mc_btc_ep, - base_plate -} - -const Window = () => { - const navigate = useNavigate(); - const { designType } = useParams(); - const [activeTab, setActiveTab] = useState(1) - const [subActiveTab, setSubActiveTab] = useState(1) - const [selectedDesign, setSelectedDesign] = useState(null) - - const { results, getDesignTypes, getSubDesignTypes, subDesignTypes, leafLevelDesignType, getLeafLevelDesignType, error_message } = useContext(GlobalContext) - const { setTheCookie , cookieSetter } = useContext(ModuleContext) - - // Radio selected ,Background change -const [selectedItemBack, setSelectedItemBack] = useState(null); - const wrapper = () => { - getDesignTypes(designType) - } - - useEffect(() => { - if (!results) return; - if (results.has_subtypes === true) { - const { name } = results.data[0] - getSubDesignTypes(designType, name) - setActiveTab(1) - } - }, [results]) - - useEffect(() => { - if (!subDesignTypes) return; - - if (subDesignTypes.has_subtypes === true) { - const { name: prev_item } = results.data[activeTab - 1] - const { name } = subDesignTypes.data[0] - getLeafLevelDesignType(designType, prev_item, name) - setSubActiveTab(1) - } - - }, [subDesignTypes]) - - useEffect(() => { - wrapper() - }, [designType]) - - useEffect(() => { - if (!results || !subDesignTypes) return; - - if (subDesignTypes.has_subtypes === true) { - const { name: prev_item } = results.data[activeTab - 1] - const { name } = subDesignTypes.data[subActiveTab - 1] - getLeafLevelDesignType(designType, prev_item, name) - } - - }, [subActiveTab]) - - useEffect(() => { - if (!results) return; - const { name } = results.data[activeTab - 1] - getSubDesignTypes(designType, name) - }, [activeTab]) - - if (!results) return
    Module Under Development
    - - - return ( -
    -
    -
    - {results && results.has_subtypes && results.data.map((item) => { - return ( - - ); - })} -
    -
    - {subDesignTypes && subDesignTypes.has_subtypes && ( - <> - {subDesignTypes.data.map((item) => { - return ( - - ); - })} - - )} -
    -
    - {results && !results.has_subtypes && - <> - {/* Tension Member Items */} -
    - {results.data.map((item) => { - return ( -
    -
    -
    - { - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - }} - /> - {item.name.replaceAll("_", " ")}
    - {item.name} { - const radioInput = document.querySelector( - `input[type="radio"][value="${item.name}"]` - ); - if (radioInput) { - radioInput.checked = true; - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - } - }} - /> -
    -
    - -
    - ) - })} - -
    -
    - - } - {subDesignTypes && !subDesignTypes.has_subtypes && - <> - {/* Share Connection base plate and truss connection items */} -
    - {subDesignTypes.data.map((item) => { - return ( -
    -
    - -
    - { - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - }} - /> - {item.name.replaceAll("_", " ")}
    - {item.name} { - const radioInput = document.querySelector( - `input[type="radio"][value="${item.name}"]` - ); - if (radioInput) { - radioInput.checked = true; - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - } - }} - /> -
    -
    - -
    - ) - })} - -
    -
    - - } - {leafLevelDesignType && !leafLevelDesignType.has_subtypes && - <> - {/* Moment Connection */} -
    - {leafLevelDesignType.data.map((item) => { - return ( -
    - -
    -
    - { - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - }} - /> - {item.name.replaceAll("_", " ")}
    - {item.name} { - const radioInput = document.querySelector( - `input[type="radio"][value="${item.name}"]` - ); - if (radioInput) { - radioInput.checked = true; - setSelectedDesign(item.name.toLowerCase()); - setSelectedItemBack(item.name); - } - }} - /> -
    -
    - -
    - ) - })} - -
    -
    -
    - -
    -
    - - } -
    -
    - {error_message &&
    {error_message}
    } -
    -
    -
    - ) -} - -export default Window \ No newline at end of file diff --git a/osdagclient/src/components/shearConnection/CleatAngle.jsx b/osdagclient/src/components/shearConnection/CleatAngle.jsx deleted file mode 100644 index 45b34a050..000000000 --- a/osdagclient/src/components/shearConnection/CleatAngle.jsx +++ /dev/null @@ -1,1401 +0,0 @@ -import "../../App.css"; -import { useContext, useEffect, useState } from "react"; -import "react-toastify/dist/ReactToastify.css"; -import { Select, Input, Modal, Button, Row, Col } from "antd"; -import { useNavigate } from "react-router-dom"; -import CFBW from "../../assets/ShearConnection/sc_fin_plate/fin_cf_bw.png"; -import CWBW from "../../assets/ShearConnection/sc_fin_plate/fin_cw_bw.png"; -import BB from "../../assets/ShearConnection/sc_fin_plate/fin_beam_beam.png"; -import ErrorImg from "../../assets/notSelected.png"; -// import OutputDock from "../OutputDock"; -import CleatAngleOutputDock from "../CleatAngleOutputDock"; -import Logs from "../Logs"; -import Model from "./threerender"; -import { Canvas } from "@react-three/fiber"; -import { ModuleContext } from "../../context/ModuleState"; -import { Viewer } from "@react-pdf-viewer/core"; -import { Transfer } from "antd"; -//import menu items for sidebars -import menuData from "../../assets/menu_data/menuItems.json"; -// Import the styles -import "@react-pdf-viewer/core/lib/styles/index.css"; - -// import assets -import cad_background from "../../assets/cad_empty_image.png"; -import { Tube } from "@react-three/drei"; -import DesignPrefSections from "../DesignPrefSections"; -import CustomSectionModal from "../CustomSectionModal"; - -// drop down -import DropdownMenu from "../DropdownMenu"; - -const { Option } = Select; - -const conn_map = { - "Column Flange-Beam-Web": "Column Flange-Beam Web", - "Column Web-Beam-Web": "Column Web-Beam Web", - "Beam-Beam": "Beam-Beam", -}; - -function CleatAngle() { - console.log('Cleat Angle component is opening'); - const { MenuItems } = menuData; - - const [selectedOption, setSelectedOption] = useState( - "Column Flange-Beam-Web" - ); - const [imageSource, setImageSource] = useState(""); - const [isModalOpen, setModalOpen] = useState(false); - const [output, setOutput] = useState(null); - const [logs, setLogs] = useState(null); - const [displayOutput, setDisplayOutput] = useState(); - const [boltDiameterSelect, setBoltDiameterSelect] = useState("All"); - const [connectorAngleSelect, setAngleSelect] = useState("All"); - const [propertyClassSelect, setPropertyClassSelect] = useState("All"); - const [designPrefModalStatus, setDesignPrefModalStatus] = useState(false); - const [showModal, setShowModal] = useState(false); - const [confirmationModal, setConfirmationModal] = useState(false); - const [displaySaveInputPopup, setDisplaySaveInputPopup] = useState(false); - const [saveInputFileName, setSaveInputFileName] = useState(""); - const { - connectivityList, - beamList, - columnList, - materialList, - boltDiameterList, - propertyClassList, - angleList, - designLogs, - designData, - displayPDF, - renderCadModel, - createSession, - createDesign, - createDesignReport, - getDesingPrefData, - deleteSession - } = useContext(ModuleContext); - const [angleModal, setAngleModal] = useState(false); - - if (displaySaveInputPopup) - [setTimeout(() => setDisplaySaveInputPopup(false), 4000)]; - - const [inputs, setInputs] = useState({ - bolt_diameter: [], - bolt_grade: [], - bolt_type: "Bearing Bolt", - connector_material: "E 250 (Fe 410 W)A", - load_shear: "70", - load_axial: "30", - module: "Cleat Angle Connection", - beam_section: "MB 300", - column_section: "HB 150", - primary_beam: "JB 200", - secondary_beam: "JB 150", - supported_material: "E 165 (Fe 290)", - supporting_material: "E 165 (Fe 290)", - bolt_hole_type: "Standard", - bolt_slip_factor: "0.3", - weld_fab: "Shop Weld", - weld_material_grade: "410", - detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", - detailing_gap: "10", - detailing_corr_status: "No", - design_method: "Limit State Design", - bolt_tension_type: "Pre-tensioned", - angle_list: [], - }); - - const [isModalpropertyClassListOpen, setModalpropertyClassListOpen] = - useState(false); - const [allSelected, setAllSelected] = useState({ - bolt_diameter: true, - bolt_grade: true - }); - - const [renderBoolean, setRenderBoolean] = useState(false); - - useEffect(() => { - createSession("Cleat Angle Connection"); - }, []); - - useEffect(() => { - return () => { - if(location.pathname!="/design/connections/cleat_angle"){ - deleteSession('Cleat Angle Connection'); - } - }; - - }, []); - - const handleSelectChangePropertyClass = (value) => { - if (value === "Customized") { - // check, if the bolt_grade already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_grade.length != 0) { - setInputs({ ...inputs, bolt_grade: inputs.bolt_grade }); - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_grade: [] }); - } - setPropertyClassSelect("Customized"); - setAllSelected({ ...allSelected, bolt_grade: false }); - setModalpropertyClassListOpen(true); - } else { - setPropertyClassSelect("All"); - setAllSelected({ ...allSelected, bolt_grade: true }); - setModalpropertyClassListOpen(false); - } - }; - - const handleSelectChangeBoltBeam = (value) => { - if (value === "Customized") { - // check, if the bolt_diameter already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_diameter.length != 0) { - setInputs({ ...inputs, bolt_diameter: inputs.bolt_diameter }); - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_diameter: [] }); - } - setBoltDiameterSelect("Customized"); - setAllSelected({ ...allSelected, bolt_diameter: false }); - setModalOpen(true); - } else { - setBoltDiameterSelect("All"); - setAllSelected({ ...allSelected, bolt_diameter: true }); - setModalOpen(false); - } - }; - - const handleAllSelectAngle = (value) => { - if (value === "Customized") { - if (inputs.angle_list.length != 0) { - setInputs({ ...inputs, angle_list: inputs.angle_list }); - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, angle_list: [] }); - } - setAngleSelect("Customized"); - setAllSelected({ ...allSelected, angle_list: false }); - setAngleModal(true); - } else { - setAngleSelect("All"); - setAllSelected({ ...allSelected, angle_list: true }); - setAngleModal(false); - } - }; - - useEffect(() => { - if (!selectedOption) return; - - if (selectedOption === "Column Flange-Beam-Web") { - setImageSource(CFBW); - } else if (selectedOption === "Column Web-Beam-Web") { - setImageSource(CWBW); - } else if (selectedOption === "Beam-Beam") { - setImageSource(BB); - } else if (selectedOption === "") { - setImageSource(ErrorImg); - } - }, [selectedOption]); - - const handleSelectChange = (value) => { - setOutput(null); - setSelectedOption(value); - }; - - useEffect(() => { - if (displayOutput) { - try { - setLogs(designLogs); - } catch (error) { - console.log(error); - setOutput(null); - } - } - }, [designLogs]); - - useEffect(() => { - if (displayOutput) { - try { - const formatedOutput = {}; - - for (const [key, value] of Object.entries(designData)) { - const newKey = key.split(".")[0]; - const label = value.label; - const val = value.value; - - if (val) { - if (!formatedOutput[newKey]) - formatedOutput[newKey] = [{ label, val }]; - else formatedOutput[newKey].push({ label, val }); - } - } - - setOutput(formatedOutput); - } catch (error) { - console.log(error); - setOutput(null); - } - } - }, [designData]); - - const handleSubmit = async () => { - let param = {}; - console.log(allSelected, boltDiameterList); - if ( - selectedOption === "Column Flange-Beam-Web" || - selectedOption === "Column Web-Beam-Web" - ) { - if ( - !inputs.beam_section || - !inputs.column_section || - inputs.beam_section === "Select Section" || - inputs.column_section === "Select Section" - ) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter - ? boltDiameterList - : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade - ? propertyClassList - : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - Connectivity: conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || "", - "Load.Shear": inputs.load_shear || "", - Material: inputs.connector_material, - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - Module: "Cleat Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - }; - } else { - if (!inputs.primary_beam || !inputs.secondary_beam) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter - ? boltDiameterList - : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade - ? propertyClassList - : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - Connectivity: conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || "", - "Load.Shear": inputs.load_shear || "", - Material: "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - Module: "Cleat Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - }; - } - createDesign(param, "Cleat-Angle-Connection"); - setDisplayOutput(true); - }; - // Create design report ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ - const [CreateDesignReportBool, setCreateDesignReportBool] = useState(false); - const [designReportInputs, setDesignReportInputs] = useState({ - companyName: "Your company", - groupTeamName: "Your team", - designer: "You", - projectTitle: "", - subtitle: "", - jobNumber: "1", - client: "Someone else", - additionalComments: "No comments", - companyLogo: null, - companyLogoName: "", - }); - - const handleCreateDesignReport = () => { - setCreateDesignReportBool(true); - }; - useEffect(() => { - if (renderCadModel) { - setRenderBoolean(true); - } else if (!renderCadModel) { - setRenderBoolean(false); - } - }, [renderCadModel]); - const handleCancel = () => { - setCreateDesignReportBool(false); - }; - const convertToCSV = (data) => { - const keys = Object.keys(data); - const values = Object.values(data); - - const csvData = keys.map((key, index) => { - const escapedValue = values[index].toString().replace(/"/g, '\\"'); - return `"${key}","${escapedValue}"`; - }); - - return csvData.join("\n"); - }; - - const handleOk = () => { - // Handle OK button logic - if (!output) { - alert("Please submit the design first."); - return; - } - console.log("designreportInputs : ", designReportInputs); - createDesignReport(designReportInputs); - handleCancelProfile(); - }; - - const handleCancelProfile = () => { - // Handle Cancel button logic - setDesignReportInputs({ - companyName: "Your company", - groupTeamName: "Your team", - designer: "You", - projectTitle: "", - subtitle: "", - jobNumber: "1", - client: "Someone else", - additionalComments: "No comments", - companyLogo: null, - companyLogoName: "", - }); - setCreateDesignReportBool(false); - }; - - const saveOutput = () => { - let data = {}; - - if ( - selectedOption === "Column Flange-Beam-Web" || - selectedOption === "Column Web-Beam-Web" - ) { - if (!inputs.beam_section || !inputs.column_section || !output) { - alert("Please submit the design first."); - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter - ? boltDiameterList - : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade - ? propertyClassList - : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - Connectivity: conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || "", - "Load.Shear": inputs.load_shear || "", - Material: "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - Module: "Cleat Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - }; - } else { - if (!inputs.primary_beam || !inputs.secondary_beam || !output) { - alert("Please submit the design first."); - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter - ? boltDiameterList - : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade - ? propertyClassList - : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - Connectivity: conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || "", - "Load.Shear": inputs.load_shear || "", - Material: "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - Module: "Cleat Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - }; - } - - Object.keys(output).map((key, index) => { - Object.values(output[key]).map((elm, index1) => { - data[key + "." + elm.label.split(" ").join("_")] = elm.val; - }); - }); - - data = convertToCSV(data); - const csvContent = - "data:text/csv;charset=utf-8," + encodeURIComponent(data); - const link = document.createElement("a"); - link.setAttribute("href", csvContent); - link.setAttribute("download", "output.csv"); - document.body.appendChild(link); - link.click(); - document.body.removeChild(link); - }; - - // Spacing model - const [spacingModel, setSpacingModel] = useState(true); - - const handleDialogSpacing = (value) => { - alert("ji"); - - if (value === "Spacing") { - setSpacingModel(true); - } else { - setSpacingModel(false); - } - }; - - const handleReset = () => { - if ( - conn_map[selectedOption] == "Column Flange-Beam Web" || - conn_map[selectedOption] == "Column Web-Beam Web" - ) { - // resetting the inputs - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Cleat Angle Connection", - beam_section: "Select Section", - column_section: "Select Section", - }); - } else if (conn_map[selectedOption] == "Beam-Beam") { - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Cleat Angle Connection", - primary_beam: "JB 200", - secondary_beam: "JB 150", - }); - } - - // reset setAllSelected - setAllSelected({ - bolt_diameter: true, - bolt_grade: true, - angle_list: true, - }); - - setBoltDiameterSelect("All"); - setPropertyClassSelect("All"); - setAngleSelect("All"); // for cleat angle - handleAllSelectAngle("All"); // for cleat angle - handleSelectChangePropertyClass("All"); // for property Class - handleSelectChangeBoltBeam("All"); // for bolt diameter - - // reset CAD model - setRenderBoolean(false); - - // reset Output values dock - setOutput(null); - }; - - // Diameter mm - // const [selectedItems, setSelectedItems] = useState([]); - const [selectedDiameterNewItems, setSelectedDiameterNewItems] = useState([]); - - const handleTransferChange = (nextTargetKeys) => { - setSelectedDiameterNewItems(nextTargetKeys); - setInputs({ ...inputs, bolt_diameter: nextTargetKeys }); - }; - // - // propertyClassList - const [selectedpropertyClassListItems, setSelectedpropertyClassListItems] = - useState([]); - - const handleTransferChangeInPropertyClassList = (nextTargetKeys) => { - setSelectedpropertyClassListItems(nextTargetKeys); - setInputs({ ...inputs, bolt_grade: nextTargetKeys }); - }; - // - // cleat angle list - const [selectedAngleListItems, setselectedAngleListItems] = useState([]); - - const handleTransferChangeInAngleList = (nextTargetKeys) => { - setselectedAngleListItems(nextTargetKeys); - setInputs({ ...inputs, angle_list: nextTargetKeys }); - }; - - // Get local Stored Items - - // const storedCompanyLogo = JSON.parse(localStorage.getItem('companyLogo')); - // const storedCompanyLogoName = localStorage.getItem('companyLogoName'); - // Image file changehandler - const handleImageFileChange = (event) => { - // get the selected file from the event - const imageFile = event.target.files[0]; - let imageFileName = event.target.files[0].name; - - // Add local storage code - // localStorage.setItem('companyLogo',imageFile); - // localStorage.setItem('companyLogoName', imageFileName); - - setDesignReportInputs({ - ...designReportInputs, - companyLogo: imageFile, - companyLogoName: imageFileName, - }); - }; - - // menu actions - useEffect(() => { - const designPrefHandler = (e) => { - if (e.altKey && e.key == "p") { - setDesignPrefModalStatus(true); - } - }; - - window.addEventListener("keydown", designPrefHandler); - return () => { - setDesignPrefModalStatus(false); - window.removeEventListener("keydown", designPrefHandler); - }; - }, []); - - const [isDesignPreferencesModelOpen, setDesignPreferencesModel] = - useState(false); - - const closeDesignPreferencesModel = () => { - setDesignPreferencesModel(false); - }; - - useEffect(() => { - if ( - conn_map[selectedOption] == "Column Flange-Beam Web" || - conn_map[selectedOption] == "Column Web-Beam Web" - ) { - if (inputs.column_section != "" && inputs.beam_section != "") { - getDesingPrefData({ - supported_section: inputs.beam_section, - supporting_section: inputs.column_section, - connectivity: conn_map[selectedOption].split(" ").join("-"), - }); - } - } else if (conn_map[selectedOption] == "Beam-Beam") { - getDesingPrefData({ - supported_section: inputs.secondary_beam, - supporting_section: inputs.primary_beam, - connectivity: conn_map[selectedOption], - }); - } - }, [ - inputs.column_section, - inputs.beam_section, - inputs.primary_beam, - inputs.secondary_beam, - selectedOption, - ]); - - const obtainStoredCompanyLogoImages = () => { - console.log("obtain stored company logo images"); - - // obtaining the companyLogo - if ( - localStorage.getItem("companyLogo") && - localStorage.getItem("companyLogoName") - ) { - let storedCompanyLogo = localStorage.getItem("companyLogo"); - storedCompanyLogo = JSON.parse(storedCompanyLogo); - // stored CompanyLogo is an array, it comtains the actual file - // the file is encoded. decode it as given below - // let companyLogo = base64_decode(storedCompanyLogo[0]) - - let storedCompanyLogoName = localStorage.getItem("companyLogoName"); - storedCompanyLogoName = JSON.parse(storedCompanyLogoName); - // stored companylogoName is an array, it contains the name of the files - // the fileNaeme is encoded. decode it as given belows - // let companyLogoName = base64_decode(storedCompanyLogoName[0]) - - // an image consists of 2 parts, the companyLogo and the companyLogoName - // so the 0th index image will be formed by ( storedCompanyLogo[0] and storedCompanyLogoName[0] ) - // the 1st index image will be formed by ( storedCompanyLogo[1] and storedCompanyLogoName[1] ) - } - }; - - console.log(angleList); - - const navigate = useNavigate(); - return ( - <> -
    -
    - {MenuItems.map((item, index) => ( - - ))} - - {displaySaveInputPopup && ( - - - Saved input file as " {saveInputFileName} " - - - )} - -

    - -

    -
    - {/* */} - - {/* Main Body of code */} -
    - {/* Left */} -
    -
    - {/*

    Workspace Name :

    -
    - setInputs({ ...inputs, load_axial: event.target.value })} - /> -
    - */} -
    -
    Input Dock
    -
    - {/* Section 1 Start */} -

    Connecting Members

    -
    -
    -

    Connectivity

    -
    -
    - -
    - -
    {/*Blank*/}
    - -
    - Component -
    - - {selectedOption === "Beam-Beam" ? ( - <> -
    -

    Primary Beam*

    -
    -
    - -
    - -
    -

    Secondary Beam*

    -
    -
    - -
    - - ) : ( - <> -
    -

    Column Section*

    -
    -
    - -
    - -
    -

    Beam Section*

    -
    -
    - -
    - - )} -
    -

    Material

    -
    -
    - -
    -
    - {/* Section End */} - {/* Section Start */} -

    Factored Loads

    -
    -
    -

    Shear Force(kN)

    -
    -
    - { - event.target.value = event.target.value.replace( - /[^0-9.]/g, - "" - ); - }} - pattern="\d*" - value={inputs.load_shear} - onChange={(event) => - setInputs({ ...inputs, load_shear: event.target.value }) - } - /> -
    -
    - {/* Section End */} - {/* Section Start */} -

    Bolt

    -
    -
    -

    Diameter(mm)

    -
    -
    - -
    - {/* Diameter(mm) Pop up */} - setModalOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - }))} - targetKeys={selectedDiameterNewItems} - onChange={handleTransferChange} - render={(item) => item.label} - titles={["Available", "Selected"]} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -

    Type

    -
    -
    - -
    -
    -

    Property Class

    -
    -
    - -
    - setModalpropertyClassListOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - }))} - targetKeys={selectedpropertyClassListItems} - onChange={handleTransferChangeInPropertyClassList} - render={(item) => item.label} - titles={["Available", "Selected"]} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    - {/* Section End */} -

    Cleat Angle

    -
    -
    -

    Cleat section*

    -
    -
    - -
    - setAngleModal(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - a.toLowerCase().localeCompare(b.toLowerCase())) - .map((label) => ({ - key: label, - label:
    {label}
    , - }))} - targetKeys={selectedAngleListItems} - onChange={handleTransferChangeInAngleList} - render={(item) => item.label} - titles={["Available", "Selected"]} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -
    -
    - handleReset()} - /> - handleSubmit()} - /> -
    -
    - {/* Middle */} -
    - {renderBoolean ? ( -
    - - - -
    - ) : ( - <> -
    - { - Demo - } -
    - - )} -
    -
    - -
    -
    - {/* Right */} -
    - {} -
    - - - - -
    - - - - - - - setDesignReportInputs({ - ...designReportInputs, - companyName: e.target.value, - }) - } - /> - - - - - - - - - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - groupTeamName: e.target.value, - }) - } - /> - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - designer: e.target.value, - }) - } - /> - - - {/*
    - - - - -
    */} - - - - - - - setDesignReportInputs({ - ...designReportInputs, - projectTitle: e.target.value, - }) - } - /> - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - subtitle: e.target.value, - }) - } - /> - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - jobNumber: e.target.value, - }) - } - /> - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - client: e.target.value, - }) - } - /> - - - - - - - - - setDesignReportInputs({ - ...designReportInputs, - additionalComments: e.target.value, - }) - } - /> - - -
    - - -
    -
    -     - - {/* Nav Bar Model list */} - {designPrefModalStatus && ( - setConfirmationModal(true)} - footer={null} - minWidth={1200} - width={1400} - maxHeight={1200} - maskClosable={false} - > - - - )} - - {/* Nav Bar Model List End */} -
    -
    -
    -
    - - - - {displayPDF ? ( -
    - -
    - ) : ( -
    - )} - - ); -} - -export default CleatAngle; \ No newline at end of file diff --git a/osdagclient/src/components/shearConnection/EndPlate.jsx b/osdagclient/src/components/shearConnection/EndPlate.jsx deleted file mode 100644 index 64c8234fc..000000000 --- a/osdagclient/src/components/shearConnection/EndPlate.jsx +++ /dev/null @@ -1,1246 +0,0 @@ - -import '../../App.css' -import { useContext, useEffect, useState,useLayoutEffect } from 'react'; -import 'react-toastify/dist/ReactToastify.css'; -import { Select, Input, Modal, Button, Row, Col } from 'antd'; -import { useNavigate } from 'react-router-dom' -import CFBW from '../../assets/ShearConnection/sc_fin_plate/fin_cf_bw.png' -import CWBW from '../../assets/ShearConnection/sc_fin_plate/fin_cw_bw.png' -import BB from '../../assets/ShearConnection/sc_fin_plate/fin_beam_beam.png' -import ErrorImg from '../../assets/notSelected.png' -import EndPlateOutputDock from '../EndPlateOutputDock'; -import Logs from '../Logs'; -import Model from './threerender' -import { Canvas } from '@react-three/fiber' -import { ModuleContext } from '../../context/ModuleState'; -import { Viewer } from '@react-pdf-viewer/core'; -import { Transfer } from 'antd'; -// Import the styles -import '@react-pdf-viewer/core/lib/styles/index.css'; - -// import assets -import cad_background from '../../assets/cad_empty_image.png' -import { Tube } from '@react-three/drei'; -import DesignPrefSections from '../DesignPrefSections'; -import CustomSectionModal from '../CustomSectionModal'; - -// drop down -import DropdownMenu from '../DropdownMenu'; - -// crypto packages -import { decode as base64_decode, encode as base64_encode } from 'base-64'; -import { UserContext } from '../../context/UserState'; -import { useLocation } from 'react-router-dom'; - -const { Option } = Select; - -const conn_map = { - "Column Flange-Beam-Web": "Column Flange-Beam Web", - "Column Web-Beam-Web": "Column Web-Beam Web", - "Beam-Beam": "Beam-Beam" -} - - - -const MenuItems = [ - { - label: "File", - dropdown: [ - { name: "Load Input", shortcut: "Ctrl+L" }, - { name: "Download Input", shortcut: "Ctrl+D" }, - { name: "Save Input", shortcut: "Alt+N" }, - { name: "Save Log Messages", shortcut: "Alt+M" }, - { name: "Create Design Report", shortcut: "Alt+C" }, - { name: "Save 3D Model", shortcut: "Alt+3" }, - { name: "Save Cad Image", shortcut: "Alt+1" }, - { name: "Save Front View", shortcut: "Alt+Shift+F" }, - { name: "Save Top View", shortcut: "Alt+Shift+T" }, - { name: "Save Side View", shortcut: "Alt+Shift+S" }, - { name: "Quit", shortcut: "Shift+Q" } - ] - }, - { - label: "Edit", - dropdown: [ - { name: "Design Preferences", shortcut: "Alt+P" } - ] - }, - { - label: "Graphics", - dropdown: [ - { name: "Zoom In", shortcut: "Ctrl+I" }, - { name: "Zoom Out", shortcut: "Ctrl+O" }, - { name: "Pan", shortcut: "Ctrl+P" }, - { name: "Rotate 3D Model", shortcut: "Ctrl+R" }, - { name: "Model" }, - { name: "Beam" }, - { name: "Column" }, - { name: "FinePlate" }, - { name: "Change Background" } - ] - }, - { - label: "Database", - dropdown: [ - { name: "Downloads", options: ["Column", "Beam", "Angle", "Channel"] }, - { name: "Reset" } - ] - }, - { - label: "Help", - dropdown: [ - { name: "Video Tutorials" }, - { name: "Design Examples" }, - { name: "Ask us a question" }, - { name: "About Osdag" } - ] - } -]; - - -function EndPlate() { - - const [selectedOption, setSelectedOption] = useState("Column Flange-Beam-Web"); - const [imageSource, setImageSource] = useState("") - const [isModalOpen, setModalOpen] = useState(false); - const [output, setOutput] = useState(null) - const [logs, setLogs] = useState(null) - const [displayOutput, setDisplayOutput] = useState() - const [boltDiameterSelect, setBoltDiameterSelect] = useState("All") - const [thicknessSelect, setThicknessSelect] = useState("All") - const [propertyClassSelect, setPropertyClassSelect] = useState("All") - const [designPrefModalStatus, setDesignPrefModalStatus] = useState(false) - const [showModal, setShowModal] = useState(false) - const [confirmationModal, setConfirmationModal] = useState(false) - const [displaySaveInputPopup, setDisplaySaveInputPopup] = useState(false) - const [saveInputFileName, setSaveInputFileName] = useState("") - const { connectivityList, beamList, columnList, materialList, boltDiameterList, thicknessList, propertyClassList, designLogs, designData, displayPDF, renderCadModel, createSession, createDesign, createDesignReport, getDesingPrefData, deleteSession } = useContext(ModuleContext) - - if (displaySaveInputPopup) [ - setTimeout(() => setDisplaySaveInputPopup(false), 4000) - ] - - const [inputs, setInputs] = useState({ - bolt_diameter: [], - bolt_grade: [], - bolt_type: "Bearing Bolt", - connector_material: "E 250 (Fe 410 W)A", - load_shear: "70", - load_axial: "30", - module: "End Plate Connection", - plate_thickness: [], - beam_section: "MB 300", - column_section: "HB 150", - primary_beam: "JB 200", - secondary_beam: "JB 150", - supported_material: "E 165 (Fe 290)", - supporting_material: "E 165 (Fe 290)", - bolt_hole_type: "Standard", - bolt_slip_factor: "0.3", - weld_fab: "Shop Weld", - weld_material_grade: "410", - detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", - detailing_gap: "10", - detailing_corr_status: "No", - design_method: "Limit State Design", - bolt_tension_type: "Pre-tensioned" - }) - - const [isModalpropertyClassListOpen, setModalpropertyClassListOpen] = useState(false); - const [plateThicknessModal, setPlateThicknessModal] = useState(false) - const [allSelected, setAllSelected] = useState({ - plate_thickness: true, - bolt_diameter: true, - bolt_grade: true, - }) - - const [renderBoolean, setRenderBoolean] = useState(false) - - - useEffect(() => { - createSession('End Plate Connection') - }, []) - - useEffect(() => { - return () => { - if(location.pathname!="/design/connections/end_plate"){ - deleteSession('End Plate Connection'); - } - }; - - }, []); - const handleSelectChangePropertyClass = (value) => { - if (value === 'Customized') { - // check, if the bolt_grade already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_grade.length != 0) { - setInputs({ ...inputs, bolt_grade: inputs.bolt_grade }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_grade: [] }) - } - setPropertyClassSelect("Customized") - setAllSelected({ ...allSelected, bolt_grade: false }) - setModalpropertyClassListOpen(true); - } else { - setPropertyClassSelect("All") - setAllSelected({ ...allSelected, bolt_grade: true }) - setModalpropertyClassListOpen(false); - } - }; - - const handleSelectChangeBoltBeam = (value) => { - if (value === 'Customized') { - // check, if the bolt_diameter already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_diameter.length != 0) { - setInputs({ ...inputs, bolt_diameter: inputs.bolt_diameter }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_diameter: [] }) - } - setBoltDiameterSelect("Customized") - setAllSelected({ ...allSelected, bolt_diameter: false }); - setModalOpen(true); - } else { - setBoltDiameterSelect("All") - setAllSelected({ ...allSelected, bolt_diameter: true }); - setModalOpen(false); - } - }; - const handleAllSelectPT = (value) => { - if (value === 'Customized') { - // check, if the plate_thickness already has a value, then set it to that value - // else, set it to an empty list - if (inputs.plate_thickness.length != 0) { - setInputs({ ...inputs, plate_thickness: inputs.plate_thickness }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, plate_thickness: [] }) - } - setThicknessSelect("Customized") - setAllSelected({ ...allSelected, plate_thickness: false }); - setPlateThicknessModal(true); - } else { - setThicknessSelect("All") - setAllSelected({ ...allSelected, plate_thickness: true }); - setPlateThicknessModal(false); - } - }; - - - - useEffect(() => { - - if (!selectedOption) return; - - if (selectedOption === 'Column Flange-Beam-Web') { - setImageSource(CFBW) - } else if (selectedOption === 'Column Web-Beam-Web') { - setImageSource(CWBW); - } else if (selectedOption === 'Beam-Beam') { - setImageSource(BB); - } else if (selectedOption === '') { - setImageSource(ErrorImg); - } - - }, [selectedOption]); - - const handleSelectChange = (value) => { - setOutput(null) - setSelectedOption(value); - }; - - - ; - - useEffect(() => { - if (displayOutput) { - try { - setLogs(designLogs) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designLogs]) - - useEffect(() => { - if (displayOutput) { - try { - const formatedOutput = {} - - for (const [key, value] of Object.entries(designData)) { - - const newKey = key.split('.')[0] - const label = value.label - const val = value.value - - if (val) { - if (!formatedOutput[newKey]) - formatedOutput[newKey] = [{ label, val }] - else - formatedOutput[newKey].push({ label, val }) - } - } - - setOutput(formatedOutput) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designData]) - - - const handleSubmit = async () => { - let param = {} - console.log(allSelected, boltDiameterList) - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || (inputs.beam_section === 'Select Section') || (inputs.column_section === 'Select Section')) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": inputs.connector_material, - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "End Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "End Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - createDesign(param,"End-Plate-Connection") - setDisplayOutput(true) - } - // Create design report ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ - const [CreateDesignReportBool, setCreateDesignReportBool] = useState(false); - const [designReportInputs, setDesignReportInputs] = useState({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - - - - const [selectedFile, setSelectedFile] = useState(null); - - const handleFileChange = (file) => { - setSelectedFile(file); - }; - - const handleUseProfile = () => { - if (selectedFile) { - const reader = new FileReader(); - reader.onload = (event) => { - const contents = event.target.result; - const lines = contents.split('\n'); - - lines.forEach((line) => { - const [field, value] = line.split(':'); - const trimmedField = field.trim(); - const trimmedValue = value.trim(); - - if (trimmedField === 'CompanyName') { - setCompanyName(trimmedValue); - } else if (trimmedField === 'Designer') { - setDesigner(trimmedValue); - } else if (trimmedField === 'Group/TeamName') { - setGroupTeamName(trimmedValue); - } - }); - }; - reader.readAsText(selectedFile); - } - }; - - const handleSaveProfile = () => { - const profileSummary = `CompanyLogo: C:/Users/SURAJ/Pictures/codeup.png - CompanyName: ${companyName} - Designer: ${designer} - Group/TeamName: ${groupTeamName}`; - - const blob = new Blob([profileSummary], { type: "text/plain;charset=utf-8" }); - const url = URL.createObjectURL(blob); - - const link = document.createElement("a"); - link.href = url; - link.download = `${companyName}.txt`; - - link.style.display = "none"; - document.body.appendChild(link); - - link.click(); - - document.body.removeChild(link); - URL.revokeObjectURL(url); - }; - - const handleCreateDesignReport = () => { - setCreateDesignReportBool(true); - }; - useEffect(() => { - if (renderCadModel) { - setRenderBoolean(true) - } else if (!renderCadModel) { - setRenderBoolean(false) - } - }, [renderCadModel]) - const handleCancel = () => { - setCreateDesignReportBool(false); - }; - const convertToCSV = (data) => { - const keys = Object.keys(data); - const values = Object.values(data); - - const csvData = keys.map((key, index) => { - const escapedValue = values[index].toString().replace(/"/g, '\\"'); - return `"${key}","${escapedValue}"`; - }); - - return csvData.join('\n'); - }; - - const handleOk = () => { - // Handle OK button logic - if (!output) { - alert('Please submit the design first.') - return; - } - console.log('designreportInputs : ', designReportInputs) - createDesignReport(designReportInputs) - handleCancelProfile() - }; - - const handleCancelProfile = () => { - // Handle Cancel button logic - setDesignReportInputs({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - setCreateDesignReportBool(false); - }; - - - const saveOutput = () => { - let data = {} - - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness, - } - } - - Object.keys(output).map((key, index) => { - Object.values(output[key]).map((elm, index1) => { - data[key + '.' + elm.label.split(' ').join('_')] = elm.val - }) - }) - - data = convertToCSV(data) - const csvContent = 'data:text/csv;charset=utf-8,' + encodeURIComponent(data); - const link = document.createElement('a'); - link.setAttribute('href', csvContent); - link.setAttribute('download', 'output.csv'); - document.body.appendChild(link); - link.click(); - document.body.removeChild(link); - } - - // Spacing model - const [spacingModel, setSpacingModel] = useState(true); - - const handleDialogSpacing = (value) => { - - alert("ji") - - if (value === 'Spacing') { - setSpacingModel(true); - } else { - setSpacingModel(false); - } - }; - - const handleReset = () => { - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - // resetting the inputs - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Fin Plate Connection", - plate_thickness: inputs.plate_thickness, - beam_section: "Select Section", - column_section: "Select Section", - }) - - } else if (conn_map[selectedOption] == 'Beam-Beam') { - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Fin Plate Connection", - plate_thickness: inputs.plate_thickness, - primary_beam: "JB 200", - secondary_beam: "JB 150", - }) - } - - // reset setAllSelected - setAllSelected({ - plate_thickness: true, - bolt_diameter: true, - bolt_grade: true, - }) - - setBoltDiameterSelect("All") - setPropertyClassSelect("All") - setThicknessSelect("All") - handleAllSelectPT("All") // for thickness - handleSelectChangePropertyClass("All") // for property Class - handleSelectChangeBoltBeam("All") // for bolt diameter - - // reset CAD model - setRenderBoolean(false) - - // reset Output values dock - setOutput(null) - - } - - - // Diameter mm - // const [selectedItems, setSelectedItems] = useState([]); - const [selectedDiameterNewItems, setSelectedDiameterNewItems] = useState([]); - - const handleTransferChange = (nextTargetKeys) => { - setSelectedDiameterNewItems(nextTargetKeys); - setInputs({ ...inputs, bolt_diameter: nextTargetKeys }) - }; - // - // propertyClassList - const [selectedpropertyClassListItems, setSelectedpropertyClassListItems] = useState([]); - - const handleTransferChangeInPropertyClassList = (nextTargetKeys) => { - setSelectedpropertyClassListItems(nextTargetKeys); - setInputs({ ...inputs, bolt_grade: nextTargetKeys }) - }; - // - // plate_thickness - const [selectedPlateThicknessItems, setSelectedPlateThicknessItems] = useState([]); - - const handleTransferChangeInPlateThickness = (nextTargetKeys) => { - setSelectedPlateThicknessItems(nextTargetKeys); - setInputs({ ...inputs, plate_thickness: nextTargetKeys }) - }; - - const handleImageFileChange = (event) => { - - - const imageFile = event.target.files[0] - let imageFileName = event.target.files[0].name - - - - setDesignReportInputs({ ...designReportInputs, companyLogo: imageFile, companyLogoName: imageFileName }) - } - - // menu actions - useEffect(() => { - - const designPrefHandler = (e) => { - if (e.altKey && e.key == 'p') { - setDesignPrefModalStatus(true) - } - } - - window.addEventListener('keydown', designPrefHandler) - return () => { - setDesignPrefModalStatus(false) - window.removeEventListener('keydown', designPrefHandler) - } - }, []) - - const [isDesignPreferencesModelOpen, setDesignPreferencesModel] = useState(false); - - const closeDesignPreferencesModel = () => { - setDesignPreferencesModel(false); - }; - - useEffect(() => { - - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - if (inputs.column_section != "" && inputs.beam_section != "") { - getDesingPrefData({ - supported_section: inputs.beam_section, - supporting_section: inputs.column_section, - connectivity: conn_map[selectedOption].split(' ').join('-') - }) - } - } - else if (conn_map[selectedOption] == 'Beam-Beam') { - getDesingPrefData({ - supported_section: inputs.secondary_beam, - supporting_section: inputs.primary_beam, - connectivity: conn_map[selectedOption] - }) - } - - - }, [inputs.column_section, inputs.beam_section, inputs.primary_beam, inputs.secondary_beam, selectedOption]) - - - const obtainStoredCompanyLogoImages = () => { - console.log('obtain stored company logo images') - - // obtaining the companyLogo - if (localStorage.getItem('companyLogo') && localStorage.getItem('companyLogoName')) { - let storedCompanyLogo = localStorage.getItem('companyLogo') - storedCompanyLogo = JSON.parse(storedCompanyLogo) - // stored CompanyLogo is an array, it comtains the actual file - // the file is encoded. decode it as given below - // let companyLogo = base64_decode(storedCompanyLogo[0]) - - let storedCompanyLogoName = localStorage.getItem('companyLogoName') - storedCompanyLogoName = JSON.parse(storedCompanyLogoName) - // stored companylogoName is an array, it contains the name of the files - // the fileNaeme is encoded. decode it as given belows - // let companyLogoName = base64_decode(storedCompanyLogoName[0]) - - // an image consists of 2 parts, the companyLogo and the companyLogoName - // so the 0th index image will be formed by ( storedCompanyLogo[0] and storedCompanyLogoName[0] ) - // the 1st index image will be formed by ( storedCompanyLogo[1] and storedCompanyLogoName[1] ) - } - } - - const navigate = useNavigate(); - return ( - <> -
    -
    - {MenuItems.map((item, index) => ( - - ))} - - {displaySaveInputPopup && - Saved input file as " {saveInputFileName} " - } - -

    - -

    - -
    - {/* */} - - {/* Main Body of code */} -
    - {/* Left */} -
    -
    - -
    -
    Input Dock
    -
    - {/* Section 1 Start */} -

    Connecting Members

    -
    -

    Connectivity

    -
    -
    - -
    {/*Blank*/}
    - -
    - Component -
    - - {selectedOption === 'Beam-Beam' ? ( - <> -
    -

    Primary Beam*

    -
    -
    - -
    - -
    -

    Secondary Beam*

    -
    -
    - -
    - - ) : ( - <> -
    -

    Column Section*

    -
    -
    - -
    - -
    -

    Beam Section*

    -
    -
    - -
    - - )} -

    Material

    -
    - -
    -
    - {/* Section End */} - {/* Section Start */} -

    Factored Loads

    -
    -

    Shear Force(kN)

    -
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - value={inputs.load_shear} - onChange={(event) => setInputs({ ...inputs, load_shear: event.target.value })} - /> -
    -

    Axial Force(kN)

    -
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - value={inputs.load_axial} - onChange={(event) => setInputs({ ...inputs, load_axial: event.target.value })} - /> -
    -
    - {/* Section End */} - {/* Section Start */} -

    Bolt

    -
    -
    -

    Diameter(mm)

    -
    -
    - -
    - {/* Diameter(mm) Pop up */} - setModalOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedDiameterNewItems} - onChange={handleTransferChange} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -

    Type

    -
    - -
    -

    Property Class

    -
    - -
    - setModalpropertyClassListOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedpropertyClassListItems} - onChange={handleTransferChangeInPropertyClassList} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    - {/* Section End */} -

    Plate

    -
    -

    Thickness(mm)

    -
    - -
    - setPlateThicknessModal(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedPlateThicknessItems} - onChange={handleTransferChangeInPlateThickness} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -
    -
    - handleReset()} /> - handleSubmit()} /> -
    -
    - {/* Middle */} -
    - {renderBoolean ? -
    - - - -
    : - <> -
    - {Demo} -
    - - } -
    -
    - -
    - -
    - {/* Right */} -
    - {} -
    - - - - -
    - - - - - - setDesignReportInputs({ ...designReportInputs, companyName: e.target.value })} /> - - - - - - - - - - - - - - - - setDesignReportInputs({ ...designReportInputs, groupTeamName: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, designer: e.target.value })} /> - - - {/*
    - - - - -
    */} - - - - - - setDesignReportInputs({ ...designReportInputs, projectTitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, subtitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, jobNumber: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, client: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, additionalComments: e.target.value })} /> - - -
    - - -
    -
    -     - - {/* Nav Bar Model list */} - {designPrefModalStatus && ( - setConfirmationModal(true)} - footer={null} - minWidth={1200} - width={1400} - maxHeight={1200} - maskClosable={false} - > - - - )} - - {/* Nav Bar Model List End */} - -
    -
    -
    -
    - - - - {displayPDF ? -
    - -
    - :
    } - - ) -} - -export default EndPlate \ No newline at end of file diff --git a/osdagclient/src/components/shearConnection/FinePlate.jsx b/osdagclient/src/components/shearConnection/FinePlate.jsx deleted file mode 100644 index 844d131dd..000000000 --- a/osdagclient/src/components/shearConnection/FinePlate.jsx +++ /dev/null @@ -1,1298 +0,0 @@ - -import '../../App.css' -import { useContext, useEffect, useState } from 'react'; -import 'react-toastify/dist/ReactToastify.css'; -import { Select, Input, Modal, Button, Row, Col } from 'antd'; -import { useNavigate } from 'react-router-dom' -import CFBW from '../../assets/ShearConnection/sc_fin_plate/fin_cf_bw.png' -import CWBW from '../../assets/ShearConnection/sc_fin_plate/fin_cw_bw.png' -import BB from '../../assets/ShearConnection/sc_fin_plate/fin_beam_beam.png' -import ErrorImg from '../../assets/notSelected.png' -import OutputDock from '../OutputDock'; -import Logs from '../Logs'; -import Model from './threerender' -import { Canvas } from '@react-three/fiber' -import { ModuleContext } from '../../context/ModuleState'; -import { Viewer } from '@react-pdf-viewer/core'; -import { Transfer } from 'antd'; -// Import the styles -import '@react-pdf-viewer/core/lib/styles/index.css'; - -// import assets -import cad_background from '../../assets/cad_empty_image.png' -import { Tube } from '@react-three/drei'; -import DesignPrefSections from '../DesignPrefSections'; -import CustomSectionModal from '../CustomSectionModal'; - -// drop down -import DropdownMenu from '../DropdownMenu'; - -// crypto packages -import {decode as base64_decode, encode as base64_encode} from 'base-64'; -import { UserContext } from '../../context/UserState'; - - -const { Option } = Select; - -const conn_map = { - "Column Flange-Beam-Web": "Column Flange-Beam Web", - "Column Web-Beam-Web": "Column Web-Beam Web", - "Beam-Beam": "Beam-Beam" -} - - - -const MenuItems = [ - { - label: "File", - dropdown: [ - { name: "Load Input", shortcut: "Ctrl+L" }, - { name: "Download Input", shortcut: "Ctrl+D" }, - { name: "Save Input" , shortcut : "Alt+N"}, - { name: "Save Log Messages", shortcut: "Alt+M" }, - { name: "Create Design Report", shortcut: "Alt+C" }, - { name: "Save 3D Model", shortcut: "Alt+3" }, - { name: "Save Cad Image", shortcut: "Alt+1" }, - { name: "Save Front View", shortcut: "Alt+Shift+F" }, - { name: "Save Top View", shortcut: "Alt+Shift+T" }, - { name: "Save Side View", shortcut: "Alt+Shift+S" }, - { name: "Quit", shortcut: "Shift+Q" } - ] - }, - { - label: "Edit", - dropdown: [ - { name: "Design Preferences", shortcut: "Alt+P" } - ] - }, - { - label: "Graphics", - dropdown: [ - { name: "Zoom In", shortcut: "Ctrl+I" }, - { name: "Zoom Out", shortcut: "Ctrl+O" }, - { name: "Pan", shortcut: "Ctrl+P" }, - { name: "Rotate 3D Model", shortcut: "Ctrl+R" }, - { name: "Model" }, - { name: "Beam" }, - { name: "Column" }, - { name: "FinePlate" }, - { name: "Change Background" } - ] - }, - { - label: "Database", - dropdown: [ - { name: "Downloads", options: ["Column", "Beam", "Angle", "Channel"] }, - { name: "Reset" } - ] - }, - { - label: "Help", - dropdown: [ - { name: "Video Tutorials" }, - { name: "Design Examples" }, - { name: "Ask us a question" }, - { name: "About Osdag" } - ] - } -]; -// End -// Key event -// const KeyPressListener = () => { -// useEffect(() => { -// const handleKeyDown = (event) => { -// // Check for key combinations -// if (event.altKey && event.key === 'p') { - -// console.log('Alt + P pressed'); -// } -// if (event.altKey && event.key === 'q') { - -// console.log('Alt + q pressed'); -// } - -// // Listen for individual key presses -// switch (event.key) { -// case 'Enter': -// console.log('Enter key pressed'); -// break; -// case 'Escape': -// console.log('Escape key pressed'); -// break; -// default: -// break; -// } -// }; - -// window.addEventListener('keydown', handleKeyDown); - -// }, []); -// }; -// end - -function FinePlate() { - - const [selectedOption, setSelectedOption] = useState("Column Flange-Beam-Web"); - const [imageSource, setImageSource] = useState("") - const [isModalOpen, setModalOpen] = useState(false); - const [output, setOutput] = useState(null) - const [logs, setLogs] = useState(null) - const [displayOutput, setDisplayOutput] = useState() - const [boltDiameterSelect, setBoltDiameterSelect] = useState("All") - const [thicknessSelect, setThicknessSelect] = useState("All") - const [propertyClassSelect, setPropertyClassSelect] = useState("All") - const [designPrefModalStatus, setDesignPrefModalStatus] = useState(false) - const [showModal, setShowModal] = useState(false) - const [confirmationModal, setConfirmationModal] = useState(false) - const [displaySaveInputPopup , setDisplaySaveInputPopup] = useState(false) - const [saveInputFileName , setSaveInputFileName] = useState("") - const {connectivityList, beamList, columnList, materialList, boltDiameterList, thicknessList, propertyClassList, designLogs, designData, displayPDF, renderCadModel, createSession, createDesign, createDesignReport, getDesingPrefData,deleteSession } = useContext(ModuleContext) - - if(displaySaveInputPopup)[ - setTimeout(() => setDisplaySaveInputPopup(false) , 4000) - ] - - const [inputs, setInputs] = useState({ - bolt_diameter: [], - bolt_grade: [], - bolt_type: "Bearing Bolt", - connector_material: "E 250 (Fe 410 W)A", - load_shear: "70", - load_axial: "30", - module: "Fin Plate Connection", - plate_thickness: [], - beam_section: "MB 300", - column_section: "HB 150", - primary_beam: "JB 200", - secondary_beam: "JB 150", - supported_material: "E 165 (Fe 290)", - supporting_material: "E 165 (Fe 290)", - bolt_hole_type: "Standard", - bolt_slip_factor: "0.3", - weld_fab: "Shop Weld", - weld_material_grade: "410", - detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", - detailing_gap: "10", - detailing_corr_status: "No", - design_method: "Limit State Design", - bolt_tension_type: "Pre-tensioned" - }) - - const [isModalpropertyClassListOpen, setModalpropertyClassListOpen] = useState(false); - const [plateThicknessModal, setPlateThicknessModal] = useState(false) - const [allSelected, setAllSelected] = useState({ - plate_thickness: true, - bolt_diameter: true, - bolt_grade: true, - }) - - const [renderBoolean, setRenderBoolean] = useState(false) - - - - useEffect(() => { - - createSession('Fin Plate Connection') - - }, []) - - useEffect(() => { - return () => { - if(location.pathname!="/design/connections/fin_plate"){ - deleteSession('Fin Plate Connection'); - } - }; - - }, []); - - - const handleSelectChangePropertyClass = (value) => { - if (value === 'Customized') { - // check, if the bolt_grade already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_grade.length != 0) { - setInputs({ ...inputs, bolt_grade: inputs.bolt_grade }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_grade: [] }) - } - setPropertyClassSelect("Customized") - setAllSelected({ ...allSelected, bolt_grade: false }) - setModalpropertyClassListOpen(true); - } else { - setPropertyClassSelect("All") - setAllSelected({ ...allSelected, bolt_grade: true }) - setModalpropertyClassListOpen(false); - } - }; - - const handleSelectChangeBoltBeam = (value) => { - if (value === 'Customized') { - // check, if the bolt_diameter already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_diameter.length != 0) { - setInputs({ ...inputs, bolt_diameter: inputs.bolt_diameter }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_diameter: [] }) - } - setBoltDiameterSelect("Customized") - setAllSelected({ ...allSelected, bolt_diameter: false }); - setModalOpen(true); - } else { - setBoltDiameterSelect("All") - setAllSelected({ ...allSelected, bolt_diameter: true }); - setModalOpen(false); - } - }; - const handleAllSelectPT = (value) => { - if (value === 'Customized') { - // check, if the plate_thickness already has a value, then set it to that value - // else, set it to an empty list - if (inputs.plate_thickness.length != 0) { - setInputs({ ...inputs, plate_thickness: inputs.plate_thickness }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, plate_thickness: [] }) - } - setThicknessSelect("Customized") - setAllSelected({ ...allSelected, plate_thickness: false }); - setPlateThicknessModal(true); - } else { - setThicknessSelect("All") - setAllSelected({ ...allSelected, plate_thickness: true }); - setPlateThicknessModal(false); - } - }; - - - useEffect(() => { - - if (!selectedOption) return; - - if (selectedOption === 'Column Flange-Beam-Web') { - setImageSource(CFBW) - } else if (selectedOption === 'Column Web-Beam-Web') { - setImageSource(CWBW); - } else if (selectedOption === 'Beam-Beam') { - setImageSource(BB); - } else if (selectedOption === '') { - setImageSource(ErrorImg); - } - - }, [selectedOption]); - - const handleSelectChange = (value) => { - setOutput(null) - setSelectedOption(value); - }; - - - ; - - useEffect(() => { - if (displayOutput) { - try { - setLogs(designLogs) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designLogs]) - - useEffect(() => { - if (displayOutput) { - try { - const formatedOutput = {} - - for (const [key, value] of Object.entries(designData)) { - - const newKey = key.split('.')[0] - const label = value.label - const val = value.value - - if (val) { - if (!formatedOutput[newKey]) - formatedOutput[newKey] = [{ label, val }] - else - formatedOutput[newKey].push({ label, val }) - } - } - - setOutput(formatedOutput) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designData]) - - - const handleSubmit = async () => { - let param = {} - console.log(allSelected, boltDiameterList) - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || (inputs.beam_section === 'Select Section') || (inputs.column_section === 'Select Section')) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": inputs.connector_material, - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - createDesign(param,"Fin-Plate-Connection") - setDisplayOutput(true) - } - // Create design report ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ - const [CreateDesignReportBool, setCreateDesignReportBool] = useState(false); - const [designReportInputs, setDesignReportInputs] = useState({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - - - - const [selectedFile, setSelectedFile] = useState(null); - - const handleFileChange = (file) => { - setSelectedFile(file); - }; - - const handleUseProfile = () => { - if (selectedFile) { - const reader = new FileReader(); - reader.onload = (event) => { - const contents = event.target.result; - const lines = contents.split('\n'); - - lines.forEach((line) => { - const [field, value] = line.split(':'); - const trimmedField = field.trim(); - const trimmedValue = value.trim(); - - if (trimmedField === 'CompanyName') { - setCompanyName(trimmedValue); - } else if (trimmedField === 'Designer') { - setDesigner(trimmedValue); - } else if (trimmedField === 'Group/TeamName') { - setGroupTeamName(trimmedValue); - } - }); - }; - reader.readAsText(selectedFile); - } - }; - - const handleSaveProfile = () => { - const profileSummary = `CompanyLogo: C:/Users/SURAJ/Pictures/codeup.png - CompanyName: ${companyName} - Designer: ${designer} - Group/TeamName: ${groupTeamName}`; - - const blob = new Blob([profileSummary], { type: "text/plain;charset=utf-8" }); - const url = URL.createObjectURL(blob); - - const link = document.createElement("a"); - link.href = url; - link.download = `${companyName}.txt`; - - link.style.display = "none"; - document.body.appendChild(link); - - link.click(); - - document.body.removeChild(link); - URL.revokeObjectURL(url); - }; - - const handleCreateDesignReport = () => { - setCreateDesignReportBool(true); - }; - useEffect(() => { - if (renderCadModel) { - setRenderBoolean(true) - } else if (!renderCadModel) { - setRenderBoolean(false) - } - }, [renderCadModel]) - const handleCancel = () => { - setCreateDesignReportBool(false); - }; - const convertToCSV = (data) => { - const keys = Object.keys(data); - const values = Object.values(data); - - const csvData = keys.map((key, index) => { - const escapedValue = values[index].toString().replace(/"/g, '\\"'); - return `"${key}","${escapedValue}"`; - }); - - return csvData.join('\n'); - }; - - const handleOk = () => { - // Handle OK button logic - if (!output) { - alert('Please submit the design first.') - return; - } - console.log('designreportInputs : ', designReportInputs) - createDesignReport(designReportInputs) - handleCancelProfile() - }; - - const handleCancelProfile = () => { - // Handle Cancel button logic - setDesignReportInputs({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - setCreateDesignReportBool(false); - }; - - - const saveOutput = () => { - let data = {} - - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Axial": inputs.load_axial || '', - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Fin Plate Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Plate.Thickness_List": allSelected.plate_thickness ? thicknessList : inputs.plate_thickness, - } - } - - Object.keys(output).map((key, index) => { - Object.values(output[key]).map((elm, index1) => { - data[key + '.' + elm.label.split(' ').join('_')] = elm.val - }) - }) - - data = convertToCSV(data) - const csvContent = 'data:text/csv;charset=utf-8,' + encodeURIComponent(data); - const link = document.createElement('a'); - link.setAttribute('href', csvContent); - link.setAttribute('download', 'output.csv'); - document.body.appendChild(link); - link.click(); - document.body.removeChild(link); - } - - // Spacing model - const [spacingModel, setSpacingModel] = useState(true); - - const handleDialogSpacing = (value) => { - - alert("ji") - - if (value === 'Spacing') { - setSpacingModel(true); - } else { - setSpacingModel(false); - } - }; - - const handleReset = () => { - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - // resetting the inputs - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Fin Plate Connection", - plate_thickness: inputs.plate_thickness, - beam_section: "Select Section", - column_section: "Select Section", - }) - - } else if (conn_map[selectedOption] == 'Beam-Beam') { - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - load_axial: "", - module: "Fin Plate Connection", - plate_thickness: inputs.plate_thickness, - primary_beam: "JB 200", - secondary_beam: "JB 150", - }) - } - - // reset setAllSelected - setAllSelected({ - plate_thickness: true, - bolt_diameter: true, - bolt_grade: true, - }) - - setBoltDiameterSelect("All") - setPropertyClassSelect("All") - setThicknessSelect("All") - handleAllSelectPT("All") // for thickness - handleSelectChangePropertyClass("All") // for property Class - handleSelectChangeBoltBeam("All") // for bolt diameter - - // reset CAD model - setRenderBoolean(false) - - // reset Output values dock - setOutput(null) - - } - - - // Diameter mm - // const [selectedItems, setSelectedItems] = useState([]); - const [selectedDiameterNewItems, setSelectedDiameterNewItems] = useState([]); - - const handleTransferChange = (nextTargetKeys) => { - setSelectedDiameterNewItems(nextTargetKeys); - setInputs({ ...inputs, bolt_diameter: nextTargetKeys }) - }; - // - // propertyClassList - const [selectedpropertyClassListItems, setSelectedpropertyClassListItems] = useState([]); - - const handleTransferChangeInPropertyClassList = (nextTargetKeys) => { - setSelectedpropertyClassListItems(nextTargetKeys); - setInputs({ ...inputs, bolt_grade: nextTargetKeys }) - }; - // - // plate_thickness - const [selectedPlateThicknessItems, setSelectedPlateThicknessItems] = useState([]); - - const handleTransferChangeInPlateThickness = (nextTargetKeys) => { - setSelectedPlateThicknessItems(nextTargetKeys); - setInputs({ ...inputs, plate_thickness: nextTargetKeys }) - }; - - // Get local Stored Items - - // const storedCompanyLogo = JSON.parse(localStorage.getItem('companyLogo')); - // const storedCompanyLogoName = localStorage.getItem('companyLogoName'); - // Image file changehandler - const handleImageFileChange = (event) => { - - // get the selected file from the event - const imageFile = event.target.files[0] - let imageFileName = event.target.files[0].name - - // Add local storage code - // localStorage.setItem('companyLogo',imageFile); - // localStorage.setItem('companyLogoName', imageFileName); - - setDesignReportInputs({ ...designReportInputs, companyLogo: imageFile, companyLogoName: imageFileName }) - } - - // menu actions - useEffect(() => { - - const designPrefHandler = (e) => { - if (e.altKey && e.key == 'p') { - setDesignPrefModalStatus(true) - } - } - - window.addEventListener('keydown', designPrefHandler) - return () => { - setDesignPrefModalStatus(false) - window.removeEventListener('keydown', designPrefHandler) - } - }, []) - - const [isDesignPreferencesModelOpen, setDesignPreferencesModel] = useState(false); - - const closeDesignPreferencesModel = () => { - setDesignPreferencesModel(false); - }; - - useEffect(() => { - - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - if (inputs.column_section != "" && inputs.beam_section != "") { - getDesingPrefData({ - supported_section: inputs.beam_section, - supporting_section: inputs.column_section, - connectivity: conn_map[selectedOption].split(' ').join('-') - }) - } - } - else if (conn_map[selectedOption] == 'Beam-Beam') { - getDesingPrefData({ - supported_section: inputs.secondary_beam, - supporting_section: inputs.primary_beam, - connectivity: conn_map[selectedOption] - }) - } - - - }, [inputs.column_section, inputs.beam_section, inputs.primary_beam, inputs.secondary_beam, selectedOption]) - - - const obtainStoredCompanyLogoImages = () => { - console.log('obtain stored company logo images') - - // obtaining the companyLogo - if(localStorage.getItem('companyLogo') && localStorage.getItem('companyLogoName')){ - let storedCompanyLogo = localStorage.getItem('companyLogo') - storedCompanyLogo = JSON.parse(storedCompanyLogo) - // stored CompanyLogo is an array, it comtains the actual file - // the file is encoded. decode it as given below - // let companyLogo = base64_decode(storedCompanyLogo[0]) - - let storedCompanyLogoName = localStorage.getItem('companyLogoName') - storedCompanyLogoName = JSON.parse(storedCompanyLogoName) - // stored companylogoName is an array, it contains the name of the files - // the fileNaeme is encoded. decode it as given belows - // let companyLogoName = base64_decode(storedCompanyLogoName[0]) - - // an image consists of 2 parts, the companyLogo and the companyLogoName - // so the 0th index image will be formed by ( storedCompanyLogo[0] and storedCompanyLogoName[0] ) - // the 1st index image will be formed by ( storedCompanyLogo[1] and storedCompanyLogoName[1] ) - } - } - - const navigate = useNavigate(); - return ( - <> -
    -
    - {MenuItems.map((item, index) => ( - - ))} - - {displaySaveInputPopup && - Saved input file as " {saveInputFileName} " - } - -

    - -

    - -
    - {/* */} - - {/* Main Body of code */} -
    - {/* Left */} -
    -
    - - {/*

    Workspace Name :

    -
    - setInputs({ ...inputs, load_axial: event.target.value })} - /> -
    - */} -
    -
    Input Dock
    -
    - {/* Section 1 Start */} -

    Connecting Members

    -
    -

    Connectivity

    -
    -
    - -
    {/*Blank*/}
    - -
    - Component -
    - - {selectedOption === 'Beam-Beam' ? ( - <> -
    -

    Primary Beam*

    -
    -
    - -
    - -
    -

    Secondary Beam*

    -
    -
    - -
    - - ) : ( - <> -
    -

    Column Section*

    -
    -
    - -
    - -
    -

    Beam Section*

    -
    -
    - -
    - - )} -

    Material

    -
    - -
    -
    - {/* Section End */} - {/* Section Start */} -

    Factored Loads

    -
    -

    Shear Force(kN)

    -
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - value={inputs.load_shear} - onChange={(event) => setInputs({ ...inputs, load_shear: event.target.value })} - /> -
    -

    Axial Force(kN)

    -
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - value={inputs.load_axial} - onChange={(event) => setInputs({ ...inputs, load_axial: event.target.value })} - /> -
    -
    - {/* Section End */} - {/* Section Start */} -

    Bolt

    -
    -
    -

    Diameter(mm)

    -
    -
    - -
    - {/* Diameter(mm) Pop up */} - setModalOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedDiameterNewItems} - onChange={handleTransferChange} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -

    Type

    -
    - -
    -

    Property Class

    -
    - -
    - setModalpropertyClassListOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedpropertyClassListItems} - onChange={handleTransferChangeInPropertyClassList} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    - {/* Section End */} -

    Plate

    -
    -

    Thickness(mm)

    -
    - -
    - setPlateThicknessModal(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedPlateThicknessItems} - onChange={handleTransferChangeInPlateThickness} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -
    -
    - handleReset()} /> - handleSubmit()} /> -
    -
    - {/* Middle */} -
    - {renderBoolean ? -
    - - - -
    : - <> -
    - {Demo} -
    - - } -
    -
    - -
    - -
    - {/* Right */} -
    - {} -
    - - - - -
    - - - - - - setDesignReportInputs({ ...designReportInputs, companyName: e.target.value })} /> - - - - - - - - - - - - - - - - setDesignReportInputs({ ...designReportInputs, groupTeamName: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, designer: e.target.value })} /> - - - {/*
    - - - - -
    */} - - - - - - setDesignReportInputs({ ...designReportInputs, projectTitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, subtitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, jobNumber: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, client: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, additionalComments: e.target.value })} /> - - -
    - - -
    -
    -     - - {/* Nav Bar Model list */} - {designPrefModalStatus && ( - setConfirmationModal(true)} - footer={null} - minWidth={1200} - width={1400} - maxHeight={1200} - maskClosable={false} - > - - - )} - - {/* Nav Bar Model List End */} - -
    -
    -
    -
    - - - - {displayPDF ? -
    - -
    - :
    } - - ) -} - -export default FinePlate \ No newline at end of file diff --git a/osdagclient/src/components/shearConnection/SeatedAngle.jsx b/osdagclient/src/components/shearConnection/SeatedAngle.jsx deleted file mode 100644 index 78e1adb32..000000000 --- a/osdagclient/src/components/shearConnection/SeatedAngle.jsx +++ /dev/null @@ -1,1328 +0,0 @@ -import '../../App.css' -import { useContext, useEffect, useState } from 'react'; -import 'react-toastify/dist/ReactToastify.css'; -import { Select, Input, Modal, Button, Row, Col } from 'antd'; -import { useNavigate } from 'react-router-dom' -import CFBW from '../../assets/ShearConnection/sc_fin_plate/fin_cf_bw.png' -import CWBW from '../../assets/ShearConnection/sc_fin_plate/fin_cw_bw.png' -import BB from '../../assets/ShearConnection/sc_fin_plate/fin_beam_beam.png' -import ErrorImg from '../../assets/notSelected.png' -// import OutputDock from '../OutputDock'; -import SeatedAngleOutputDock from '../SeatedAngleOutputDock'; -import Logs from '../Logs'; -import Model from './threerender' -import { Canvas } from '@react-three/fiber' -import { ModuleContext } from '../../context/ModuleState'; -import { Viewer } from '@react-pdf-viewer/core'; -import { Transfer } from 'antd'; -// Import the styles -import '@react-pdf-viewer/core/lib/styles/index.css'; - -// import assets -import cad_background from '../../assets/cad_empty_image.png' -import DesignPrefSections from '../DesignPrefSections'; -import CustomSectionModal from '../CustomSectionModal'; - -// drop down -import DropdownMenu from '../DropdownMenu'; - - - - -const { Option } = Select; - -const conn_map = { - "Column Flange-Beam-Web": "Column Flange-Beam Web", - "Column Web-Beam-Web": "Column Web-Beam Web", - "Beam-Beam": "Beam-Beam" -} - - - -const MenuItems = [ - { - label: "File", - dropdown: [ - { name: "Load Input", shortcut: "Ctrl+L" }, - { name: "Download Input", shortcut: "Ctrl+D" }, - { name: "Save Input" , shortcut : "Alt+N"}, - { name: "Save Log Messages", shortcut: "Alt+M" }, - { name: "Create Design Report", shortcut: "Alt+C" }, - { name: "Save 3D Model", shortcut: "Alt+3" }, - { name: "Save Cad Image", shortcut: "Alt+1" }, - { name: "Save Front View", shortcut: "Alt+Shift+F" }, - { name: "Save Top View", shortcut: "Alt+Shift+T" }, - { name: "Save Side View", shortcut: "Alt+Shift+S" }, - { name: "Quit", shortcut: "Shift+Q" } - ] - }, - { - label: "Edit", - dropdown: [ - { name: "Design Preferences", shortcut: "Alt+P" } - ] - }, - { - label: "Graphics", - dropdown: [ - { name: "Zoom In", shortcut: "Ctrl+I" }, - { name: "Zoom Out", shortcut: "Ctrl+O" }, - { name: "Pan", shortcut: "Ctrl+P" }, - { name: "Rotate 3D Model", shortcut: "Ctrl+R" }, - { name: "Model" }, - { name: "Beam" }, - { name: "Column" }, - { name: "Seated Angle" }, - { name: "Change Background" } - ] - }, - { - label: "Database", - dropdown: [ - { name: "Downloads", options: ["Column", "Beam", "Angle", "Channel"] }, - { name: "Reset" } - ] - }, - { - label: "Help", - dropdown: [ - { name: "Video Tutorials" }, - { name: "Design Examples" }, - { name: "Ask us a question" }, - { name: "About Osdag" } - ] - } -]; - -function SeatedAngle() { - - const [selectedOption, setSelectedOption] = useState("Column Flange-Beam-Web"); - const [imageSource, setImageSource] = useState("") - const [isModalOpen, setModalOpen] = useState(false); - const [output, setOutput] = useState(null) - const [logs, setLogs] = useState(null) - const [displayOutput, setDisplayOutput] = useState() - const [boltDiameterSelect, setBoltDiameterSelect] = useState("All") - const [propertyClassSelect, setPropertyClassSelect] = useState("All") - const [designPrefModalStatus, setDesignPrefModalStatus] = useState(false) - const [showModal, setShowModal] = useState(false) - const [confirmationModal, setConfirmationModal] = useState(false) - const [displaySaveInputPopup , setDisplaySaveInputPopup] = useState(false) - const [saveInputFileName , setSaveInputFileName] = useState("") - const {connectivityList, angleList, topAngleList,beamList, columnList, materialList, boltDiameterList, propertyClassList, designLogs, designData, displayPDF, renderCadModel, createSession, createDesign, createDesignReport, getDesingPrefData,deleteSession } = useContext(ModuleContext) - const [angleModal, setAngleModal] = useState(false); - const [connectorAngleSelect, setAngleSelect] = useState("All"); - - const [topModal, setTopModal] = useState(false); - const [connectorTopSelect, setTopSelect] = useState("All"); - - - if(displaySaveInputPopup)[ - setTimeout(() => setDisplaySaveInputPopup(false) , 4000) - ] - - const [inputs, setInputs] = useState({ - bolt_diameter: [], - bolt_grade: [], - bolt_type: "Bearing Bolt", - connector_material: "E 250 (Fe 410 W)A", - load_shear: "70", - module: "Seated Angle Connection", - beam_section: "MB 300", - column_section: "HB 150", - primary_beam: "JB 200", - secondary_beam: "JB 150", - supported_material: "E 165 (Fe 290)", - supporting_material: "E 165 (Fe 290)", - bolt_hole_type: "Standard", - bolt_slip_factor: "0.3", - weld_fab: "Shop Weld", - weld_material_grade: "410", - detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", - detailing_gap: "10", - detailing_corr_status: "No", - design_method: "Limit State Design", - bolt_tension_type: "Pre-tensioned", - angle_list: [], - topangle_list: [], - }) - - const [isModalpropertyClassListOpen, setModalpropertyClassListOpen] = useState(false); - const [allSelected, setAllSelected] = useState({ - bolt_diameter: true, - bolt_grade: true, - }) - - const [renderBoolean, setRenderBoolean] = useState(false) - - - - useEffect(() => { - - createSession('Seated Angle Connection') - - }, []) - - useEffect(() => { - return () => { - if(location.pathname!="/design/connections/seated_angle"){ - deleteSession('Seated Angle Connection'); - } - }; - - }, []); - - - const handleSelectChangePropertyClass = (value) => { - if (value === 'Customized') { - // check, if the bolt_grade already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_grade.length != 0) { - setInputs({ ...inputs, bolt_grade: inputs.bolt_grade }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_grade: [] }) - } - setPropertyClassSelect("Customized") - setAllSelected({ ...allSelected, bolt_grade: false }) - setModalpropertyClassListOpen(true); - } else { - setPropertyClassSelect("All") - setAllSelected({ ...allSelected, bolt_grade: true }) - setModalpropertyClassListOpen(false); - } - }; - const handleAllSelectAngle = (value) => { - if (value === "Customized") { - if (inputs.angle_list.length != 0) { - setInputs({ ...inputs, angle_list: inputs.angle_list }); - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, angle_list: [] }); - } - setAngleSelect("Customized"); - setAllSelected({ ...allSelected, angle_list: false }); - setAngleModal(true); - } else { - setAngleSelect("All"); - setAllSelected({ ...allSelected, angle_list: true }); - setAngleModal(false); - } - }; - - const handleAllSelectTopAngle = (value) => { - if (value === "Customized") { - if (inputs.angle_list.length != 0) { - setInputs({ ...inputs, angle_list: inputs.angle_list }); - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, angle_list: [] }); - } - setTopSelect("Customized"); - setAllSelected({ ...allSelected, angle_list: false }); - setTopModal(true); - } else { - setTopSelect("All"); - setAllSelected({ ...allSelected, angle_list: true }); - setTopModal(false); - } - }; - - const handleSelectChangeBoltBeam = (value) => { - if (value === 'Customized') { - // check, if the bolt_diameter already has a value, then set it to that value - // else, set it to an empty list - if (inputs.bolt_diameter.length != 0) { - setInputs({ ...inputs, bolt_diameter: inputs.bolt_diameter }) - } else { - // if the length is 0 , then set it to an empty array - setInputs({ ...inputs, bolt_diameter: [] }) - } - setBoltDiameterSelect("Customized") - setAllSelected({ ...allSelected, bolt_diameter: false }); - setModalOpen(true); - } else { - setBoltDiameterSelect("All") - setAllSelected({ ...allSelected, bolt_diameter: true }); - setModalOpen(false); - } - }; - - - useEffect(() => { - - if (!selectedOption) return; - - if (selectedOption === 'Column Flange-Beam-Web') { - setImageSource(CFBW) - } else if (selectedOption === 'Column Web-Beam-Web') { - setImageSource(CWBW); - } else if (selectedOption === 'Beam-Beam') { - setImageSource(BB); - } else if (selectedOption === '') { - setImageSource(ErrorImg); - } - - }, [selectedOption]); - - const handleSelectChange = (value) => { - setOutput(null) - setSelectedOption(value); - }; - - useEffect(() => { - if (displayOutput) { - try { - setLogs(designLogs) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designLogs]) - - useEffect(() => { - if (displayOutput) { - try { - const formatedOutput = {} - - for (const [key, value] of Object.entries(designData)) { - - const newKey = key.split('.')[0] - const label = value.label - const val = value.value - - if (val) { - if (!formatedOutput[newKey]) - formatedOutput[newKey] = [{ label, val }] - else - formatedOutput[newKey].push({ label, val }) - } - } - - setOutput(formatedOutput) - } catch (error) { - console.log(error) - setOutput(null) - } - } - }, [designData]) - - - const handleSubmit = async () => { - let param = {} - console.log(allSelected, boltDiameterList) - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || (inputs.beam_section === 'Select Section') || (inputs.column_section === 'Select Section')) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Shear": inputs.load_shear || '', - "Material": inputs.connector_material, - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Seated Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - "Connector.Top_Angle": (connectorTopSelect == "All") - ? topAngleList - : inputs.topangle_list, - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam) { - alert("Please input all the fields"); - return; - } - param = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Seated Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - "Connector.Top_Angle": (connectorTopSelect == "All") - ? topAngleList - : inputs.topangle_list, - } - } - createDesign(param,"Seated-Angle-Connection") - setDisplayOutput(true) - } - // Create design report ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ - const [CreateDesignReportBool, setCreateDesignReportBool] = useState(false); - const [designReportInputs, setDesignReportInputs] = useState({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - - - - const [selectedFile, setSelectedFile] = useState(null); - - const handleFileChange = (file) => { - setSelectedFile(file); - }; - - const handleUseProfile = () => { - if (selectedFile) { - const reader = new FileReader(); - reader.onload = (event) => { - const contents = event.target.result; - const lines = contents.split('\n'); - - lines.forEach((line) => { - const [field, value] = line.split(':'); - const trimmedField = field.trim(); - const trimmedValue = value.trim(); - - if (trimmedField === 'CompanyName') { - setCompanyName(trimmedValue); - } else if (trimmedField === 'Designer') { - setDesigner(trimmedValue); - } else if (trimmedField === 'Group/TeamName') { - setGroupTeamName(trimmedValue); - } - }); - }; - reader.readAsText(selectedFile); - } - }; - - const handleSaveProfile = () => { - const profileSummary = `CompanyLogo: C:/Users/SURAJ/Pictures/codeup.png - CompanyName: ${companyName} - Designer: ${designer} - Group/TeamName: ${groupTeamName}`; - - const blob = new Blob([profileSummary], { type: "text/plain;charset=utf-8" }); - const url = URL.createObjectURL(blob); - - const link = document.createElement("a"); - link.href = url; - link.download = `${companyName}.txt`; - - link.style.display = "none"; - document.body.appendChild(link); - - link.click(); - - document.body.removeChild(link); - URL.revokeObjectURL(url); - }; - - const handleCreateDesignReport = () => { - setCreateDesignReportBool(true); - }; - useEffect(() => { - if (renderCadModel) { - setRenderBoolean(true) - } else if (!renderCadModel) { - setRenderBoolean(false) - } - }, [renderCadModel]) - const handleCancel = () => { - setCreateDesignReportBool(false); - }; - const convertToCSV = (data) => { - const keys = Object.keys(data); - const values = Object.values(data); - - const csvData = keys.map((key, index) => { - const escapedValue = values[index].toString().replace(/"/g, '\\"'); - return `"${key}","${escapedValue}"`; - }); - - return csvData.join('\n'); - }; - - const handleOk = () => { - // Handle OK button logic - if (!output) { - alert('Please submit the design first.') - return; - } - console.log('designreportInputs : ', designReportInputs) - createDesignReport(designReportInputs) - handleCancelProfile() - }; - - const handleCancelProfile = () => { - // Handle Cancel button logic - setDesignReportInputs({ - companyName: 'Your company', - groupTeamName: 'Your team', - designer: 'You', - projectTitle: '', - subtitle: '', - jobNumber: '1', - client: 'Someone else', - additionalComments: 'No comments', - companyLogo: null, - companyLogoName: "" - }) - setCreateDesignReportBool(false); - }; - - - const saveOutput = () => { - let data = {} - - if (selectedOption === 'Column Flange-Beam-Web' || selectedOption === 'Column Web-Beam-Web') { - if (!inputs.beam_section || !inputs.column_section || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Shear": inputs.load_shear || '', - "Material": "E 250 (Fe 410 W)A", - "Member.Supported_Section.Designation": inputs.beam_section, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.column_section, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Seated Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - "Connector.Top_Angle": (connectorTopSelect == "All") - ? topAngleList - : inputs.topangle_list, - } - } - else { - if (!inputs.primary_beam || !inputs.secondary_beam || !output) { - alert('Please submit the design first.') - return; - } - data = { - "Bolt.Bolt_Hole_Type": inputs.bolt_hole_type, - "Bolt.Diameter": allSelected.bolt_diameter ? boltDiameterList : inputs.bolt_diameter, - "Bolt.Grade": allSelected.bolt_grade ? propertyClassList : inputs.bolt_grade, - "Bolt.Slip_Factor": inputs.bolt_slip_factor, - "Bolt.TensionType": inputs.bolt_tension_type, - "Bolt.Type": inputs.bolt_type.replaceAll("_", " "), - "Connectivity": conn_map[selectedOption], - "Connector.Material": inputs.connector_material, - "Design.Design_Method": inputs.design_method, - "Detailing.Corrosive_Influences": inputs.detailing_corr_status, - "Detailing.Edge_type": inputs.detailing_edge_type, - "Detailing.Gap": inputs.detailing_gap, - "Load.Shear": inputs.load_shear || '', - "Material": "E 300 (Fe 440)", - "Member.Supported_Section.Designation": inputs.secondary_beam, - "Member.Supported_Section.Material": inputs.supported_material, - "Member.Supporting_Section.Designation": inputs.primary_beam, - "Member.Supporting_Section.Material": inputs.supporting_material, - "Module": "Seated Angle Connection", - "Weld.Fab": inputs.weld_fab, - "Weld.Material_Grade_OverWrite": inputs.weld_material_grade, - "Connector.Angle_List": (connectorAngleSelect == "All") - ? angleList - : inputs.angle_list, - "Connector.Top_Angle": (connectorTopSelect == "All") - ? topAngleList - : inputs.topangle_list, - } - } - - Object.keys(output).map((key, index) => { - Object.values(output[key]).map((elm, index1) => { - data[key + '.' + elm.label.split(' ').join('_')] = elm.val - }) - }) - - data = convertToCSV(data) - const csvContent = 'data:text/csv;charset=utf-8,' + encodeURIComponent(data); - const link = document.createElement('a'); - link.setAttribute('href', csvContent); - link.setAttribute('download', 'output.csv'); - document.body.appendChild(link); - link.click(); - document.body.removeChild(link); - } - - // Spacing model - const [spacingModel, setSpacingModel] = useState(true); - - const handleDialogSpacing = (value) => { - - alert("ji") - - if (value === 'Spacing') { - setSpacingModel(true); - } else { - setSpacingModel(false); - } - }; - - const handleReset = () => { - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - // resetting the inputs - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - module: "Seated Angle Connection", - beam_section: "Select Section", - column_section: "Select Section", - }) - - } else if (conn_map[selectedOption] == 'Beam-Beam') { - setInputs({ - bolt_diameter: inputs.bolt_diameter, - bolt_grade: inputs.bolt_grade, - bolt_type: "Bearing Bolt", - connector_material: inputs.connector_material, - load_shear: "", - module: "Seated Angle Connection", - primary_beam: "JB 200", - secondary_beam: "JB 150", - }) - } - - // reset setAllSelected - setAllSelected({ - bolt_diameter: true, - bolt_grade: true, - }) - - setBoltDiameterSelect("All") - setPropertyClassSelect("All") - handleSelectChangePropertyClass("All") // for property Class - handleSelectChangeBoltBeam("All") // for bolt diameter - - // reset CAD model - setRenderBoolean(false) - - // reset Output values dock - setOutput(null) - - } - - - // Diameter mm - // const [selectedItems, setSelectedItems] = useState([]); - const [selectedDiameterNewItems, setSelectedDiameterNewItems] = useState([]); - - //for seated angle list - const [selectedAngleListItems, setselectedAngleListItems] = useState([]); - - - //for top angle list - const [selectedTopAngleItems, setselectedTopAngleItems] = useState([]); - - const handleTransferChangeInAngleList = (nextTargetKeys) => { - setselectedAngleListItems(nextTargetKeys); - setInputs({ ...inputs, angle_list: nextTargetKeys }); - }; - - const handleTransferChangeInTopAngle = (nextTargetKeys) => { - setselectedTopAngleItems(nextTargetKeys); - setInputs({ ...inputs, topangle_list: nextTargetKeys }); - }; - - const handleTransferChange = (nextTargetKeys) => { - setSelectedDiameterNewItems(nextTargetKeys); - setInputs({ ...inputs, bolt_diameter: nextTargetKeys }) - }; - // - // propertyClassList - const [selectedpropertyClassListItems, setSelectedpropertyClassListItems] = useState([]); - - const handleTransferChangeInPropertyClassList = (nextTargetKeys) => { - setSelectedpropertyClassListItems(nextTargetKeys); - setInputs({ ...inputs, bolt_grade: nextTargetKeys }) - }; - // - - - // Get local Stored Items - - // const storedCompanyLogo = JSON.parse(localStorage.getItem('companyLogo')); - // const storedCompanyLogoName = localStorage.getItem('companyLogoName'); - // Image file changehandler - const handleImageFileChange = (event) => { - - // get the selected file from the event - const imageFile = event.target.files[0] - let imageFileName = event.target.files[0].name - - // Add local storage code - // localStorage.setItem('companyLogo',imageFile); - // localStorage.setItem('companyLogoName', imageFileName); - - setDesignReportInputs({ ...designReportInputs, companyLogo: imageFile, companyLogoName: imageFileName }) - } - - // menu actions - useEffect(() => { - - const designPrefHandler = (e) => { - if (e.altKey && e.key == 'p') { - setDesignPrefModalStatus(true) - } - } - - window.addEventListener('keydown', designPrefHandler) - return () => { - setDesignPrefModalStatus(false) - window.removeEventListener('keydown', designPrefHandler) - } - }, []) - - const [isDesignPreferencesModelOpen, setDesignPreferencesModel] = useState(false); - - const closeDesignPreferencesModel = () => { - setDesignPreferencesModel(false); - }; - - useEffect(() => { - - if (conn_map[selectedOption] == 'Column Flange-Beam Web' || conn_map[selectedOption] == 'Column Web-Beam Web') { - if (inputs.column_section != "" && inputs.beam_section != "") { - getDesingPrefData({ - supported_section: inputs.beam_section, - supporting_section: inputs.column_section, - connectivity: conn_map[selectedOption].split(' ').join('-') - }) - } - } - else if (conn_map[selectedOption] == 'Beam-Beam') { - getDesingPrefData({ - supported_section: inputs.secondary_beam, - supporting_section: inputs.primary_beam, - connectivity: conn_map[selectedOption] - }) - } - - - }, [inputs.column_section, inputs.beam_section, inputs.primary_beam, inputs.secondary_beam, selectedOption]) - - - const obtainStoredCompanyLogoImages = () => { - console.log('obtain stored company logo images') - - // obtaining the companyLogo - if(localStorage.getItem('companyLogo') && localStorage.getItem('companyLogoName')){ - let storedCompanyLogo = localStorage.getItem('companyLogo') - storedCompanyLogo = JSON.parse(storedCompanyLogo) - // stored CompanyLogo is an array, it comtains the actual file - // the file is encoded. decode it as given below - // let companyLogo = base64_decode(storedCompanyLogo[0]) - - let storedCompanyLogoName = localStorage.getItem('companyLogoName') - storedCompanyLogoName = JSON.parse(storedCompanyLogoName) - // stored companylogoName is an array, it contains the name of the files - // the fileNaeme is encoded. decode it as given belows - // let companyLogoName = base64_decode(storedCompanyLogoName[0]) - - // an image consists of 2 parts, the companyLogo and the companyLogoName - // so the 0th index image will be formed by ( storedCompanyLogo[0] and storedCompanyLogoName[0] ) - // the 1st index image will be formed by ( storedCompanyLogo[1] and storedCompanyLogoName[1] ) - } - } - - console.log(angleList) - console.log("topAngleList:", topAngleList); - const navigate = useNavigate(); - return ( - <> -
    -
    - {MenuItems.map((item, index) => ( - - ))} - - {displaySaveInputPopup && - Saved input file as " {saveInputFileName} " - } - -

    - -

    - -
    - {/* */} - - {/* Main Body of code */} -
    - {/* Left */} -
    -
    - -
    -
    Input Dock
    -
    - {/* Section 1 Start */} -

    Connecting Members

    -
    -

    Connectivity

    -
    -
    - -
    {/*Blank*/}
    - -
    - Component -
    - - {selectedOption === 'Beam-Beam' ? ( - <> -
    -

    Primary Beam*

    -
    -
    - -
    - -
    -

    Secondary Beam*

    -
    -
    - -
    - - ) : ( - <> -
    -

    Column Section*

    -
    -
    - -
    - -
    -

    Beam Section*

    -
    -
    - -
    - - )} -

    Material

    -
    - -
    -
    - {/* Section End */} - {/* Section Start */} -

    Factored Loads

    -
    -

    Shear Force(kN)

    -
    - { event.target.value = event.target.value.replace(/[^0-9.]/g, '') }} pattern="\d*" - value={inputs.load_shear} - onChange={(event) => setInputs({ ...inputs, load_shear: event.target.value })} - /> -
    -
    - {/* Section End */} - {/* Section Start */} -

    Bolt

    -
    -
    -

    Diameter(mm)

    -
    -
    - -
    - {/* Diameter(mm) Pop up */} - setModalOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedDiameterNewItems} - onChange={handleTransferChange} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -

    Type

    -
    - -
    -

    Property Class

    -
    - -
    - setModalpropertyClassListOpen(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - Number(a) - Number(b)) - .map((label) => ({ - key: label, - label:
    {label}
    , - })) - } - targetKeys={selectedpropertyClassListItems} - onChange={handleTransferChangeInPropertyClassList} - render={(item) => item.label} - titles={['Available', 'Selected']} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    - {/* Section End */} -

    Angle Section

    -
    -
    -

    Cleat section*

    -
    -
    - -
    - setAngleModal(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - a.toLowerCase().localeCompare(b.toLowerCase())) - .map((label) => ({ - key: label, - label:
    {label}
    , - }))} - targetKeys={selectedAngleListItems} - onChange={handleTransferChangeInAngleList} - render={(item) => item.label} - titles={["Available", "Selected"]} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -

    Top section*

    -
    -
    - -
    - setTopModal(false)} - footer={null} - width={700} - height={700} - > -
    -
    -
    -

    Customized

    - a.toLowerCase().localeCompare(b.toLowerCase())) - .map((label) => ({ - key: label, - label:
    {label}
    , - }))} - targetKeys={selectedTopAngleItems} - onChange={handleTransferChangeInTopAngle} - render={(item) => item.label} - titles={["Available", "Selected"]} - showSearch - listStyle={{ height: 600, width: 300 }} - /> -
    -
    -
    -     -
    -
    -
    - handleReset()} /> - handleSubmit()} /> -
    -
    - {/* Middle */} -
    - {renderBoolean ? -
    - - - -
    : - <> -
    - {Demo} -
    - - } -
    -
    - -
    - -
    - {/* Right */} -
    - {} -
    - - - - -
    - - - - - - setDesignReportInputs({ ...designReportInputs, companyName: e.target.value })} /> - - - - - - - - - - - - - - - - setDesignReportInputs({ ...designReportInputs, groupTeamName: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, designer: e.target.value })} /> - - - {/*
    - - - - -
    */} - - - - - - setDesignReportInputs({ ...designReportInputs, projectTitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, subtitle: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, jobNumber: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, client: e.target.value })} /> - - - - - - - - setDesignReportInputs({ ...designReportInputs, additionalComments: e.target.value })} /> - - -
    - - -
    -
    -     - - {/* Nav Bar Model list */} - {designPrefModalStatus && ( - setConfirmationModal(true)} - footer={null} - minWidth={1200} - width={1400} - maxHeight={1200} - maskClosable={false} - > - - - )} - - {/* Nav Bar Model List End */} - -
    -
    -
    -
    - - - - {displayPDF ? -
    - -
    - :
    } - - ) -} - -export default SeatedAngle \ No newline at end of file diff --git a/osdagclient/src/components/shearConnection/threerender.jsx b/osdagclient/src/components/shearConnection/threerender.jsx deleted file mode 100644 index d3a8f6ab2..000000000 --- a/osdagclient/src/components/shearConnection/threerender.jsx +++ /dev/null @@ -1,38 +0,0 @@ -import { OBJLoader } from 'three/examples/jsm/loaders/OBJLoader.js' -import { OrbitControls, useTexture} from '@react-three/drei' -import { useLoader } from '@react-three/fiber'; -import React, {useMemo} from "react"; -//import mdl from -function Model() { - const obj = useLoader(OBJLoader,"/output-obj.obj"); //issue is here that our .obj model is not getting loaded in the objloader - //console.log('obj loader : ' , obj) - //return - const texture = useTexture("/texture.png"); - //console.log('texture : ' , texture) - const geometry = useMemo(() => { - let g; - obj.traverse((c) => { - if (c.type === "Mesh") { - const _c = c ; - g = _c.geometry; - } - }); - //console.log("Done Loading") - return g; - }, [obj]); - - // I've used meshPhysicalMaterial because the texture needs lights to be seen properly - // AxesHelper param changing the axes lengths - // scale:model scale - return ( - - - - - - - - ); -} - -export default Model; \ No newline at end of file diff --git a/osdagclient/src/components/userAccount/UserAccount.jsx b/osdagclient/src/components/userAccount/UserAccount.jsx deleted file mode 100644 index fe5954d90..000000000 --- a/osdagclient/src/components/userAccount/UserAccount.jsx +++ /dev/null @@ -1,116 +0,0 @@ -import {React , useContext} from 'react'; -import { List, Button } from 'antd'; -import './UserAccount.css'; -import { UserContext } from '../../context/UserState'; - - -let renderOnce = false -let prevValue = localStorage.getItem('allInputValueFilesLength') - -const UserAccount = () => { - - // UserContext thunks adn variables - const {inputFilesLink , obtainAllInputValueFiles} = useContext(UserContext) - const userName = localStorage.getItem("username"); - const allInputValueFilesLength = localStorage.getItem('allInputValueFilesLength') - if(prevValue != allInputValueFilesLength){ - renderOnce = false - } - // const userEmail = localStorage.getItem("email"); - // Replace these with your actual data - /* - const osiFiles = [ - { name: 'File 1.osi', url: 'https://example.com/file1.osi' }, - { name: 'File 2.osi', url: 'https://example.com/file2.osi' }, - // Add more fila - ]; - */ - - if(!renderOnce){ - // call the thunk to obtain all the input_value_files - // alert("not input files") - obtainAllInputValueFiles() - prevValue = allInputValueFilesLength - renderOnce = true - } - - - - const onViewClick = (link) => { - // Implement view logic here - //onsole.log('View file:', url); - console.log('inside onViewClick') - - return( - - ) - }; - - - /* - const renderItem = (file) => ( - - {file.name} - - - - ); - */ - - const downloadInputFile = (link) => { - console.log('inside download input file') - link.click() - link.remove() - } - const handleLogout = () => { - - localStorage.removeItem('userType'); -localStorage.removeItem('username'); -//localStorage.removeItem('refresh'); -localStorage.removeItem('isLoggedIn'); -localStorage.removeItem('email'); -localStorage.removeItem('allInputValueFilesLength'); -localStorage.removeItem('access'); - console.log("Logged out!"); - window.location.href = '/'; - - }; - - return ( - <> -
    -
    -

    User Dashboard

    -
    - Username: {userName}
    - {/*Email: {userEmail} */} -
    -
    - -
    -
    -
    - Files in .osi format: - - {inputFilesLink.map((item , index) => ( -
  • - {item.innerHTML} - {/**/} - -
    • - ))} -     -
    -
    - - ); -}; - -export default UserAccount; diff --git a/osdagclient/src/components/userAuth/Auth.css b/osdagclient/src/components/userAuth/Auth.css deleted file mode 100644 index 5601b06d9..000000000 --- a/osdagclient/src/components/userAuth/Auth.css +++ /dev/null @@ -1,151 +0,0 @@ -.auth-section{ - - min-height: 100vh; - min-width: 100vh; - margin-left: 40% ; - background-color: #ffffff; - display: flex; - justify-content: center; - align-items: center; -} - -.auth-container-1{ - padding: 20px; - margin-right: 30px; -} - -.login-logo{ - padding: 20px 30px; -} - -.auth-container-2{ - min-width: 20%; - display: flex; - flex-direction: column; - justify-content: center; - align-items: center; - border-radius: 3rem; -} - -.auth-container-2 form{ - width: 100%; - min-width: 400px; - padding: 20px; - background-color: white; - border-radius: 10px; - display: flex; - flex-direction: column; - justify-content: space-evenly; - box-shadow: 0 10px 25px rgb(0 0 0 / 5%), - 0 20px 48px rgb(0 0 0 / 5%), - 0 1px 4px rgb(0 0 0 / 10%); - margin: 1rem; -} - -.auth-container-2 form label input{ - padding: 10px; - width: calc( 100% - 30px ); - border: solid 1px #0000003e; - font-size: 13px; - margin: 5px; -} -.verify-email-popup label input{ - padding: 10px; - width: calc( 100% - 30px ); - border: solid 1px #0000003e; - font-size: 13px; - margin: 5px; -} - - -.auth-container-2 form label:nth-child(1) h4, -.auth-container-2 form label:nth-child(2) h4, -.auth-container-2 form label:nth-child(3) h4{ - margin-bottom: 5px; - margin-top: 10px; -} - -.auth-container-2 form label:nth-child(4){ - display: flex; -} - -.auth-container-2 form label:nth-child(4) input{ - width: 15%; - margin: 13px 0px; -} - -.auth-btn{ - margin-top: 10px; - padding: 10px 5px; - background-color: #91b014; - border: solid 1px #000000; - color: white; - border-radius: 5px; - cursor: pointer; - transition: 0.2s; - font-size: 13px; - font-weight: 500; -} - -.auth-btn:hover{ - background-color: #7f9915; -} - -.handle-switch-btn{ - background-color: transparent; - color: #91b014; - border: none; - font-size: 13px; - cursor: pointer; -} - - - - .google-signin-button { - display: flex; - align-items: center; - border: 1px solid #ccc; - border-radius: 4px; - padding: 10px 16px; - background-color: #fff; - font-size: 16px; - font-weight: bold; - cursor: pointer; - } - - .google-logo { - width: 20px; - height: 20px; - margin-right: 8px; - } - /* Styling for the guest sign-in button */ -.guest-signin-button { - display: inline-block; - padding: 12px 20px; - font-size: 16px; - font-weight: bold; - color: #ffffff; - background-color: #91b014; - border: none; - border-radius: 5px; - cursor: pointer; - transition: background-color 0.3s ease; - border: solid 1px #000000; - } - - .guest-signin-button:hover { - background-color: #7f9915; - } - - .guest-signin-button:focus { - outline: none; - } - - .guest-signin-button:active { - background-color: #7f9915; - } -.google-guest-container{ - display: flex; - flex-direction: row; - gap: 1rem; -} \ No newline at end of file diff --git a/osdagclient/src/components/userAuth/LoginPage.jsx b/osdagclient/src/components/userAuth/LoginPage.jsx deleted file mode 100644 index 6f78bae5c..000000000 --- a/osdagclient/src/components/userAuth/LoginPage.jsx +++ /dev/null @@ -1,367 +0,0 @@ -import { useState, useContext, useEffect } from 'react'; -// import { useHistory } from 'react-router-dom'; -import './Auth.css'; -import icon from '../../assets/logo-osdag.png'; -// import { createJWTToken } from '../../context/ModuleState'; -import { UserContext } from '../../context/UserState'; -import { Modal, Button } from 'antd'; -import { useNavigate } from 'react-router-dom'; - -const generateRandomString = (length) => { - const charset = 'abcdefghijklmnopqrstuvwxyzABCDEFGHIJKLMNOPQRSTUVWXYZ0123456789'; - let result = ''; - for (let i = 0; i < length; i++) { - const randomIndex = Math.floor(Math.random() * charset.length); - result += charset[randomIndex]; - } - return result; - }; - let globalOTP = null; - -const LoginPage = () => { - const navigate = useNavigate(); - - const { userSignup, userLogin, loginCredValid , verifyEmail, ForgetPassword, isLoggedIn, setIsLoggedIn , LoginMessage} = useContext(UserContext) - const [isSignup, setIsSignup] = useState(false) - const [username, setUsername] = useState('') - const [email, setEmail] = useState('') - const [password, setPassword] = useState('') - const [verifyEmailModalVisible, setVerifyEmailModalVisible] = useState(false); - const [verifyEmails, setVerifyEmail] = useState('') - const [otp, setOtp] = useState('') - const [isInputDisabled, setInputDisabled] = useState(true); - const [toggleForgotPassword, setToggleForgotPassword] = useState(false) - - const [fPasswordModalVisible, setFPasswordModalVisible] = useState(false); - const [fPasswordEmail, setFPasswordEmail] = useState('') - const [fPasswordNewPass, setFPasswordNewPass] = useState('') - // const [isChecked, setIsChecked] = useState(false); - - useEffect(() => { - console.log("inside use effect in login page and isloggedin is:"+isLoggedIn) - console.log("Done Action : inside use effect in login page and isloggedin") - - if (isLoggedIn) { - console.log("isloggedin is true in side if statement of Loginpage") - navigate('/home'); - console.log("inside If in login page and isloggedin is:"+isLoggedIn) - } - }, [isLoggedIn]); - - - const handleSwitch = () => { - setIsSignup(!isSignup) - } - - // Handle EmailVerification - const handleVerifyEmailModal = () => { - setVerifyEmailModalVisible(true); - setToggleForgotPassword(true) - - }; - - const handleVerifyEmailModalClose = () => { - setVerifyEmailModalVisible(false); - setToggleForgotPassword(false) - }; - - const handleVerifyEmail = () => { - - if(verifyEmails =="") - { - alert("Enter Email") - return; - } - - try { - - const response = JSON.stringify(verifyEmail(verifyEmails)); - globalOTP = localStorage.getItem('otp') - // alert(response.message+": "+ globalOTP) - console.log("OTP received:", globalOTP); - - // Enable the input if needed - setInputDisabled(false); - } catch (error) { - console.error("Error in OTP:", error); - - } - - }; - - const handleVerify = () => { - // Get the OTP value from local storage - const storedOTP = localStorage.getItem('otp'); - - if (storedOTP === otp) { - console.log('loginCredValid : ' , loginCredValid) - console.log('OTP verification successful.'); - localStorage.removeItem('otp'); - globalOTP = null; - alert("OTP verification successful.") - if(loginCredValid && !toggleForgotPassword){ - console.log('setting isLoggedIn') - setIsLoggedIn(true) - }else if(toggleForgotPassword){ - handleFPasswordModal(); - handleVerifyEmailModalClose(); - } - - - } else { - console.log('OTP verification failed.'); - alert("Enter Validate OTP") - } - }; - -// End++++++++++++++++++++++++++++++++++++++++++ - -// Handle Forgot password -const handleFPasswordModal = () => { - setFPasswordModalVisible(true); - }; - -const handleFPasswordModalClose = () => { - setFPasswordModalVisible(false); - }; - - const handleFPassword = () => { - console.log("FP:"+fPasswordEmail) - if(fPasswordNewPass==fPasswordEmail){ - - ForgetPassword(fPasswordNewPass) - alert("Password has been Changed") - handleFPasswordModalClose(); - window.location.href = '/'; - } - else{ - alert("Enter Valid New password") - } - - - }; -// End++++++++++++++++++++++++++++++++++++++++++ - - - const handleSubmit = async (e) => { - e.preventDefault() - if(!username || !password){ - alert('Enter email and password') - return; - } - - try{ - if(isSignup){ - - if(!email){ - alert("Enter a name to continue") - return; - } - - // register - console.log('input signup data : ') - console.log('username : ' , username) - console.log('email : ' , email) - console.log('password : ' , password) - userSignup( username , email , password , false ) - setIsSignup(false) - - - }else{ - console.log('email getting passed : ' , email) - userLogin( username , password , false).then((message)=>{ - // alert("Message while Login : "+ message) - localStorage.setItem("username",username) - }) - - if(!loginCredValid){ - console.log('There is an error in loggin in ') - console.log('login message : ' , LoginMessage) - alert(LoginMessage) - }else if(loginCredValid){ - console.log('login Message ; ' , LoginMessage) - setVerifyEmailModalVisible(true) - navigate('/home'); - } - - // navigation - - - } - } - catch(error){ - console.log('Error occurred while obtaining the token', error); - alert('There was an error during login/signup.'); - } - } - - // Google Auth - const handleGoogleSignIn = () => { - console.log('Google Sign-In button clicked!'); - }; - // Guest - - const handleGuestSignIn = () => { - try{ - - let GuestEmail = `GUEST.${generateRandomString(10)}`; - GuestEmail += "@gmail.com" - const GuestUserPassword = generateRandomString(12); - console.log('Guest email : ' , GuestEmail) - console.log('guest password : ' , GuestUserPassword) - // setting the isGuest to true - userLogin( GuestEmail, GuestUserPassword, true ) - - console.log("Done and state is :"+isLoggedIn) - navigate('/home'); - - }catch(e) - { - console.log('Error occurred while guest mode', e); - alert('There was an error during login As Guest .'); - } - }; - - - return ( - <> -
    - { isSignup && stack overflow} -
    - { !isSignup && stack overflow} - -
    - {/* */} - -
    -
    - { - isSignup && ( - - - ) - } - - - -
    -

    - {/* { !isSignup &&

    Forgot Password?

    } */} -
    - { isSignup &&

    Passwords must contain at least eight
    characters, including at least 1 letter and 1
    number.

    } - { - isSignup && ( -
    - - -
    - ) - } - - { - isSignup && ( -

    - By clicking ā€œSign upā€, you agree to our - terms of
    service    , - privacy policy and - cookie policy -

    - ) - } -
    -

    - {isSignup ? 'Already have an account?' : "Don't have an account?"} - -

    -
    -
    - {/* Verify Email Popup */} - - Cancel - , - ]} - > -
    - stack overflow - - - - - - -
    -     - -{/* Forgot Password Popup */} - - Cancel - , - ]} - > -
    - stack overflow - - - - - -
    -     - - - ); -}; - -export default LoginPage; diff --git a/osdagclient/src/context/GlobalState.jsx b/osdagclient/src/context/GlobalState.jsx deleted file mode 100644 index 0829f42fb..000000000 --- a/osdagclient/src/context/GlobalState.jsx +++ /dev/null @@ -1,94 +0,0 @@ -import { createContext, useReducer, useEffect } from 'react'; -import AppReducer from './AppReducer'; - -/* - Author: Sai Charan (Fossee' 23) - This file contains the GlobalState and GlobalProvider components which are used to manage the state of the application. -*/ - -import axios from 'axios'; - -//initial state -let initialValue = { - data: [], - results: null, - subDesignTypes: null, - leafLevelDesignType: null, - error_message: null, - fetch_cache: '', -} - -const BASE_URL = 'http://127.0.0.1:8000/' - - -//create context -export const GlobalContext = createContext(initialValue); - -//provider component -export const GlobalProvider = ({ children }) => { - const [state, dispatch] = useReducer(AppReducer, initialValue); - - //action - const getInitialData = async () => { - try { - const response = await axios.get(BASE_URL + "osdag-web/"); - const data = response.data.result; - dispatch({ type: 'GET_MODULES', payload: data }); - } catch (error) { - console.error(error); - } - } - const getDesignTypes = async (conn_type) => { - const URL = `${BASE_URL}osdag-web/${conn_type}` - if (initialValue.fetch_cache === URL) return; - initialValue.fetch_cache = URL; - try { - const response = await axios.get(URL); - const data = response.data.result; - dispatch({ type: 'GET_DESIGNTYPES', payload: data }); - } catch (error) { - dispatch({ type: 'SET_ERR_MSG', payload: '' }); - console.error(error); - } - } - - const getSubDesignTypes = async (designType, name) => { - try { - const response = await axios.get(`${BASE_URL}osdag-web/${designType}/${name.toLowerCase().replaceAll("_", '-')}`); - const data = response.data.result; - // console.log(data) - dispatch({ type: 'GET_SUB_DESIGNTYPES', payload: data }); - } catch (error) { - dispatch({ type: 'SET_ERR_MSG_SUB', payload: '' }); - console.error(error); - } - } - - const getLeafLevelDesignType = async (designType, prev, name) => { - try { - const response = await axios.get(`${BASE_URL}osdag-web/${designType}/${prev.toLowerCase().replaceAll("_", '-')}/${name.toLowerCase().replaceAll("_", '-')}`); - const data = response.data.result; - // console.log(data) - dispatch({ type: 'GET_LEAF_DESIGNTYPES', payload: data }); - } catch (error) { - dispatch({ type: 'SET_ERR_MSG_LEAF', payload: '' }); - console.error(error); - } - } - - return ( - - {children} - - ) -} diff --git a/osdagclient/src/context/ModuleReducer.jsx b/osdagclient/src/context/ModuleReducer.jsx deleted file mode 100644 index 0ee7f1b48..000000000 --- a/osdagclient/src/context/ModuleReducer.jsx +++ /dev/null @@ -1,177 +0,0 @@ - -/* - ######################################################### - # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # - ######################################################### -*/ - -export default (state, action) => { - switch (action.type) { - case 'SET_CONNECTIVITY_LIST' : - return { - ...state , - connectivityList : action.payload, - error_msg : 'Error in fetching Connectivity List' - } - case 'SET_COLUMN_BEAM_MATERIAL_LIST' : - let prev = JSON.parse(localStorage.getItem("osdag-custom-materials")) - state.materialList = action.payload.materialList - if(prev == null){ - return{ - ...state , - columnList : action.payload.columnList, - beamList : action.payload.beamList, - error_msg : 'Error in fetching Column, Beam and Material List' - } - } - return{ - ...state , - columnList : action.payload.columnList, - beamList : action.payload.beamList, - materialList : [...state.materialList, ...prev], - error_msg : 'Error in fetching Column, Beam and Material List' - } - case 'SET_BEAM_MATERIAL_LIST' : - prev = JSON.parse(localStorage.getItem("osdag-custom-materials")) - state.materialList = action.payload.materialList - if(prev == null){ - return{ - ...state , - beamList : action.payload.beamList, - error_msg : 'Error in fetching Beam and Material List' - } - } - return{ - ...state , - beamList : action.payload.beamList, - materialList : [...state.materialList, ...prev], - error_msg : 'Error in fetching Beam and Material List' - } - case 'SET_COOKIE_FETCH' : - return{ - ...state, - setTheCookie : !state.setTheCookie - } - - case 'SET_BOLT_DIAMETER_LIST' : - return{ - ...state, - boltDiameterList : action.payload.boltList - } - - case 'SET_THICKNESS_LIST' : - return{ - ...state, - thicknessList : action.payload.thicknessList - } - - case 'SET_PROPERTY_CLASS_LIST' : - return{ - ...state, - propertyClassList : action.payload.propertyClassList - } - case 'SET_CLEAT_ANGLE_LIST' : - console.log("angleList", action.payload) - return{ - ...state, - angleList : action.payload.angleList || [], - } - - case 'SET_TOP_ANGLE' : - console.log("topAngleList", action.payload) - return{ - ...state, - topAngleList : action.payload.topAngleList || [], - } - - case 'SET_DESIGN_DATA_AND_LOGS' : - return{ - ...state, - designData : action.payload.data, - designLogs : action.payload.logs - } - - case 'SET_RENDER_CAD_MODEL_BOOLEAN' : - return{ - ...state, - renderCadModel : action.payload - } - case 'SET_REPORT_ID_AND_DISPLAY_PDF' : - return{ - ...state, - report_id : action.payload, - displayPDF : true - } - case 'SET_BLOBL_URL' : - return{ - ...state, - blobUrl : action.payload - } - case 'SAVE_DESIGN_PREF_DATA': - return { - ...state, - designPrefData: action.payload - } - case 'UPDATE_SUPPORTING_ST_DATA': - let {supporting_section_results} = state.designPrefData - supporting_section_results = supporting_section_results[0] - - if(action.payload.includes("Cus")){ - supporting_section_results.Source = 'Custom' - supporting_section_results.Type = 'Welded' - return { - ...state, - designPrefData: {...state.designPrefData, supporting_section_results: [supporting_section_results]} - } - } - - supporting_section_results.Source = 'IS808_Rev' - supporting_section_results.Type = 'Rolled' - return { - ...state, - designPrefData: {...state.designPrefData, supporting_section_results: [supporting_section_results]} - } - case 'UPDATE_SUPPORTED_ST_DATA': - let {supported_section_results} = state.designPrefData - supported_section_results = supported_section_results[0] - - if(action.payload.includes("Cus")){ - supported_section_results.Source = 'Custom' - supported_section_results.Type = 'Welded' - return { - ...state, - designPrefData: {...state.designPrefData, supported_section_results: [supported_section_results]} - } - } - - supported_section_results.Source = 'IS808_Rev' - supported_section_results.Type = 'Rolled' - return { - ...state, - designPrefData: {...state.designPrefData, supported_section_results: [supported_section_results]} - } - - case 'SAVE_CM_DETAILS': - return { - ...state, - conn_material_details: action.payload - } - case 'SAVE_SDM_DETAILS': - return { - ...state, - supported_material_details: action.payload - } - case 'SAVE_STM_DETAILS': - return { - ...state, - supporting_material_details: action.payload - } - case 'UPDATE_MATERIAL_FROM_CACHES': - return { - ...state, - materialList: [...state.materialList, ...action.payload] - } - default: - return state; - } -} \ No newline at end of file diff --git a/osdagclient/src/context/ModuleState.jsx b/osdagclient/src/context/ModuleState.jsx deleted file mode 100644 index 0a2af7a07..000000000 --- a/osdagclient/src/context/ModuleState.jsx +++ /dev/null @@ -1,624 +0,0 @@ -import { createContext, useReducer } from 'react'; -import ModuleReducer from './ModuleReducer' - -// crypto packages -import {decode as base64_decode, encode as base64_encode} from 'base-64'; - - - -/* - ######################################################### - # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # - ######################################################### -*/ - - - -//initial state -let initialValue = { - error_msg: '', - currentModuleName: '', - connectivityList: [], - columnList: [], - beamList: [], - materialList: [], - boltDiameterList: [], - thicknessList: [], - propertyClassList: [], - angleList: [], - topAngleList:[], - sessionCreated: false, - sendNextRequests: false, - setTheCookie: false, - connectivityListObtained: false, - designLogs: [], - designData: {}, - renderCadModel: false, - displayPDF: false, - report_id: '', - blobUrl: '', - designPrefData: {}, - conn_material_details: [], - supported_material_details: [], - supporting_material_details: [], - design_pref_defaults: { - supported_material: "E 165 (Fe 290)", - supporting_material: "E 165 (Fe 290)", - connector_material: "E 250 (Fe 410 W)A", - bolt_tension_type: "Pre-tensioned", - bolt_hole_type: "Standard", - bolt_slip_factor: "0.3", - weld_fab: "Shop Weld", - weld_material_grade: "410", - detailing_edge_type: "Rolled, machine-flame cut, sawn and planed", - detailing_gap: "10", - detailing_corr_status: "No", - design_method: "Limit State Design" - } -} - -const BASE_URL = 'http://127.0.0.1:8000/' - - -//create context -export const ModuleContext = createContext(initialValue); - -//provider component -export const ModuleProvider = ({ children }) => { - const [state, dispatch] = useReducer(ModuleReducer, initialValue); - - const cookieSetter = async () => { - dispatch({ type: 'SET_COOKIE_FETCH', payload: '' }) - } - - // actions - const getConnectivityList = async (moduleName) => { - try { - state.currentModuleName = moduleName - const response = await fetch(`${BASE_URL}populate?moduleName=${moduleName}`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - const data = jsonResponse.connectivityList - // dispatch the action to set the connectivityList - dispatch({ type: 'SET_CONNECTIVITY_LIST', payload: data }) - state.connectivityListObtained = true - - } catch (error) { - dispatch({ type: 'SET_ERR_MSG_LEAF', payload: '' }) - console.log('error', error) - } - } - - const getColumnBeamMaterialList = async (moduleName, connectivity, cmat, update=false, type) => { - console.log("here") - try { - const email = localStorage.getItem("email") - const response = await fetch(`${BASE_URL}populate?moduleName=${moduleName}&connectivity=${connectivity}&email=${email}`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }) - const jsonResponse = await response?.json() - - // diaptch the action - console.log("Material details", jsonResponse) - if(update){ - const mList = jsonResponse.materialList - const mat = mList.filter(item => item.Grade === cmat) - - if(type === 'connector') - dispatch({type: 'SAVE_CM_DETAILS', payload: mat}) - else if(type === 'supported') - dispatch({type: 'SAVE_SDM_DETAILS', payload: mat}) - else if(type === 'supporting') - dispatch({type: 'SAVE_STM_DETAILS', payload: mat}) - } - if (connectivity !== 'Beam-Beam') { - dispatch({ type: 'SET_COLUMN_BEAM_MATERIAL_LIST', payload: jsonResponse }) - } else if (connectivity === 'Beam-Beam') { - dispatch({ type: 'SET_BEAM_MATERIAL_LIST', payload: jsonResponse }) - } - } catch (error) { - dispatch({ type: 'SET_ERR_MSG_COLUMN_BEAM_MATERIAL', payload: '' }) - console.log('error : ', error) - } - } - - const addCustomMaterialToDB = async (grade, inputs, connectivity, type) => { - try { - const email = localStorage.getItem("email"); - const res = await fetch(`http://127.0.0.1:8000/materialDetails/`, { - method: 'POST', - mode: 'cors', - credentials: 'include', - headers: { - 'Content-Type': 'application/json' - }, - body: JSON.stringify({ - email: email, - materialName: grade, - fy_20: parseInt(inputs.fy_20), - fy_20_40: parseInt(inputs.fy_20_40), - fy_40: parseInt(inputs.fy_40), - fu: parseInt(inputs.fu) - }) - }) - const data = await res?.json() - await getColumnBeamMaterialList(state.currentModuleName, connectivity, grade, true, type) - //console.log(state.materialList) - /*if(param.type === 'connector') - dispatch({type: 'SAVE_CM_DETAILS', payload: [{ - Elongation: null, - Grade: grade, - Ultimate_Tensile_Stress: inputs.fu, - Yield_Stress_between_20_and_neg40: inputs.fy_20_40, - Yield_Stress_greater_than_40: inputs.fy_40, - Yield_Stress_less_than_20: inputs.fu, - id: 169 - }]}) - else if(param.type === 'supported') - dispatch({type: 'SAVE_SDM_DETAILS', payload: [param.data]}) - else if(param.type === 'supporting') - dispatch({type: 'SAVE_STM_DETAILS', payload: [param.data]})*/ - - return {success: true, message: "Material added successfuly"} - } catch (error) { - return {message: error} - } - } - - const updateMaterialListFromCaches = () => { - const data = JSON.parse(localStorage.getItem("osdag-custom-materials")) - console.log(data) - if(data && data.length > 0){ - console.log(data) - dispatch({type: "UPDATE_MATERIAL_FROM_CACHES", payload: data}) - } - } - - const getBoltDiameterList = async () => { - try { - const response = await fetch(`${BASE_URL}populate?moduleName=${state.currentModuleName}&boltDiameter=Customized`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - dispatch({ type: 'SET_BOLT_DIAMETER_LIST', payload: jsonResponse }) - - } catch (error) { - console.log('error : ', error) - } - - } - - const getThicknessList = async () => { - try { - const response = await fetch(`${BASE_URL}populate?moduleName=${state.currentModuleName}&thickness=Customized`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - dispatch({ type: 'SET_THICKNESS_LIST', payload: jsonResponse }) - - } catch (error) { - console.log('error : ', error) - } - } - - const getPropertyClassList = async () => { - try { - const response = await fetch(`${BASE_URL}populate?moduleName=${state.currentModuleName}&propertyClass=Customized`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - dispatch({ type: 'SET_PROPERTY_CLASS_LIST', payload: jsonResponse }) - } catch (error) { - console.log('error : ', error) - } - } - - const getCleatAngleList = async () => { - try { - const response = await fetch(`${BASE_URL}populate?moduleName=${state.currentModuleName}&angleList=Customized`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - dispatch({ type: 'SET_CLEAT_ANGLE_LIST', payload: jsonResponse }) - } catch (error) { - console.log('error : ', error) - } - } - - const gettopAngleList = async () => { - console.log("top angle list opened") - try { - const response = await fetch(`${BASE_URL}populate?moduleName=${state.currentModuleName}&topAngleList=Customized`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }); - const jsonResponse = await response?.json() - dispatch({ type: 'SET_TOP_ANGLE', payload: jsonResponse }) - } catch (error) { - console.log('error : ', error) - } - } - - const createSession = async (module_id) => { - try { - const requestData = { 'module_id': module_id } - console.log(requestData) - const response = await fetch(`${BASE_URL}sessions/create`, { - method: 'POST', - mode: 'cors', - headers: { - 'Content-Type': 'application/json' - }, - credentials: 'include', - body: JSON.stringify(requestData) - }) - - const data = await response.json() - if (data['status'] == 'set') { - // fetch the connectivityList - if(module_id=="Fin Plate Connection"){ - getConnectivityList('Fin-Plate-Connection') - } - else if (module_id=='Cleat Angle Connection'){ - getConnectivityList('Cleat-Angle-Connection') - getCleatAngleList('Cleat-Angle-Connection') - } - else if (module_id=='End Plate Connection'){ - getConnectivityList('End-Plate-Connection') - } - else if (module_id == 'Seated Angle Connection'){ - getConnectivityList('Seated-Angle-Connection') - getCleatAngleList('Seated-Angle-Connection') - gettopAngleList('Seated-Angle-Connection') - } - - getColumnBeamMaterialList(state.currentModuleName, 'Column-Flange-Beam-Web') - getBoltDiameterList() - getThicknessList() - getPropertyClassList() - - } else { - state.sendNextRequests = false - } - - - if (response.status == 201) { - console.log('The Session has been set in the cookie') - state.sessionCreated = true - } else if (response.status == 200) { - console.log('Already in the editing module') - state.sessionCreated = true - } else { - console.log('There is an error in setting a session in the cookie') - state.sessionCreated = false - } - } catch (err) { - console.log('Error in creating a session') - state.sessionCreated = false - } - } - - const deleteSession = async (module_id) => { - try { - const requestData = { 'module_id': module_id } - console.log(requestData) - - const response = await fetch(`${BASE_URL}sessions/delete`, { - method: 'POST', - mode: 'cors', - headers: { - 'Content-Type': 'application/json' - }, - credentials: 'include', - body: JSON.stringify(requestData) - }) - if (response.status == 200) { - console.log('The session has been deleted') - } else { - console.log('Error in deleting the session') - } - } catch (err) { - console.log('Error in deleting the session from the catch block') - } - } - - const createCADModel = async () => { - try { - const response = await fetch(`${BASE_URL}design/cad`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }) - if (response.status == 201) { - - // set the CAD rendering to true ( to render the CAD model ) - dispatch({ type: 'SET_RENDER_CAD_MODEL_BOOLEAN', payload: true }) - } else { - console.log('CAD model not created') - - // set teh render CAD to false to display the default image only - dispatch({ type: 'SET_RENDER_CAD_MODEL_BOOLEAN', payload: false }) - } - - } catch (error) { - console.log('Error in creating CAD model : ', error) - } - } - - const createDesign = async (param,module_id) => { - try { - const response = await fetch(`${BASE_URL}calculate-output/${module_id}`, { - method: 'POST', - mode: 'cors', - headers: { - 'Accept': 'application/json', - 'Content-Type': 'application/json' - }, - credentials: 'include', - body: JSON.stringify(param) - }) - const jsonResponse = await response?.json() - console.log(jsonResponse) - dispatch({ type: 'SET_DESIGN_DATA_AND_LOGS', payload: jsonResponse }) - if (response.status == 201) { - // call the thunk to create the CAD Model - try { - createCADModel() - } catch (error) { - console.log('error in creating the CAD model from createDesign') - } - }else if(response.status == 400){ - console.log('BAD input values') - - // set the render CAD to false to display the default image only - dispatch({ type: 'SET_RENDER_CAD_MODEL_BOOLEAN', payload: false }) - } - - } catch (error) { - console.log('Error in creating the design') - } - } - - const getDesingPrefData = async(param) => { - try { - const response = await fetch(`${BASE_URL}design-preferences/?supported_section=${param.supported_section}&supporting_section=${param.supporting_section}&connectivity=${param.connectivity}`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }) - const data = await response?.json() - //console.log(data) - dispatch({type: 'SAVE_DESIGN_PREF_DATA', payload: data}) - } catch (error) { - //console.log(error) - console.log("Something went wrong") - } - } - - const getMaterialDetails = async(param) => { - console.log("PARAM: ", param) - if(param.type === 'connector') - dispatch({type: 'SAVE_CM_DETAILS', payload: [param.data]}) - else if(param.type === 'supported') - dispatch({type: 'SAVE_SDM_DETAILS', payload: [param.data]}) - else if(param.type === 'supporting') - dispatch({type: 'SAVE_STM_DETAILS', payload: [param.data]}) - - return; - } - - const getPDF = async (obj) => { - try { - fetch(`${BASE_URL}getPDF?report_id=${obj.report_id}`, { - method: 'GET', - mode: 'cors', - credentials: 'include', - headers: { - 'Accept': 'application/json', - 'Cache-Control': 'no-cache', // Disable caching - 'Pragma': 'no-cache', // For older browsers - } - }).then((response) => { - if (response.ok) { - const link = document.createElement('a'); - link.href = response.url; - link.setAttribute('download', 'your_file_name.pdf'); - link.click(); - link.remove(); - } else { - console.error('Error in obtaining the PDF file:', response.status, response.statusText); - } - }); - } catch (error) { - console.log('Error in obtaining the PDF file from catch:', error); - } - }; - - const fetchCompanyLogo = async(companyLogo , companyLogoName) => { - console.log('companyLogo : ' , companyLogo) - console.log('companyLogoName : ' , companyLogoName) - - //base64 encode the companylogo and the ocmpanylogoname and store it in localStorage - // stringify the object before storing - if(!localStorage.getItem('companyLogo') && !localStorage.getItem('companyLogoName') && companyLogo && companyLogoName){ - let companyLogoArr = [base64_encode(companyLogo)] - localStorage.setItem('comapanyLogo' , JSON.stringify(companyLogoArr)) - let companyLogoNameArr = [base64_encode(companyLogoName)] - localStorage.setItem('companyLogoName' , JSON.stringify(companyLogoNameArr)) - console.log('1 companyLogo and companyLogoName stored in the localStorage') - }else if(localStorage.getItem('companyLogo') && localStorage.getItem('companyLogoName') && companyLogo && companyLogoName){ - let companyLogoArr = localStorage.getItem('companyLogo') - companyLogoArr = JSON.parse(companyLogoArr) - companyLogoArr.append(base64_encode(companyLogo)) - localStorage.setItem('companyLogo' , JSON.stringify(companyLogoArr)) - - let companyLogoNameArr = localStorage.getItem('companyLogoName') - companyLogoNameArr = JSON.parse(companyLogoNameArr) - companyLogoNameArr.append(base64_encode(companyLogoName)) - localStorage.setItem('companyLogoName' , JSON.stringify(companyLogoNameArr)) - console.log('1 companyLogo and companyLogoName stored in the localStorage') - } - - // creting a formData and appending the image in the formData - let formData = new FormData() - formData.append('file' , companyLogo , companyLogoName) - console.log('final formData ; ' , formData) - try{ - const response = await fetch(`${BASE_URL}company-logo/` , { - method : 'POST', - mode : 'cors', - credentials : 'include', - body : formData - }) - - if(response?.status==201){ - const jsonResponse = await response?.json() - // return the logogFullPath - return jsonResponse.logoFullPath - }else{ - console.log('response.status !=201, there is some error') - } - }catch(err){ - console.log('There was an error in fetching the company Logo') - } - - } - - const createDesignReport = async (params) => { - console.log('params : ' , params) - - // store the companyLogo in the server fileSystem - const logoFullPath = params.companyLogo ? await fetchCompanyLogo(params.companyLogo , params.companyLogoName) : "" - console.log('fileName received : ' , logoFullPath) - - try { - const response = await fetch(`${BASE_URL}generate-report`, { - method: 'POST', - mode: 'cors', - headers: { - 'Content-Type': 'application/json' - }, - credentials: 'include', - body: JSON.stringify( - { - metadata: { - ProfileSummary: { - CompanyName: params.companyName, - CompanyLogo : logoFullPath ? logoFullPath : "", - "Group/TeamName": params.groupTeamName, - Designer: params.designer, - }, - ProjectTitle: params.projectTitle, - Subtitle: params.subtitle, - JobNumber: params.jobNumber, - AdditionalComments: params.additionalComments, - Client: params.client, - } - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonresponse : ' , jsonResponse) - if (response.status == 201) { - // obtain the report_id and fetch the pdf file - getPDF({'report_id' : jsonResponse.report_id}) - - } else { - console.log('response.status!=201 in createDesignReport, erorr') - } - } catch (error) { - console.log('error : ', error) - } - } - - const saveCSV = async () => { - try { - const response = await fetch(`${BASE_URL}save-csv`, { - method: 'GET', - mode: 'cors', - credentials: 'include' - }) - - const jsonResponse = await response?.json() - console.log("jsonResponse : ", jsonResponse) - } catch (error) { - console.log('error : ', error) - } - } - - const updateSourceAndMechType = (id, materialValue) => { - if(id === 1){ - dispatch({type:"UPDATE_SUPPORTING_ST_DATA", payload: materialValue}) - } - else if(id === 2){ - dispatch({type:"UPDATE_SUPPORTED_ST_DATA", payload: materialValue}) - } - } - - return ( - - {children} - - ) -} \ No newline at end of file diff --git a/osdagclient/src/context/UserReducer.jsx b/osdagclient/src/context/UserReducer.jsx deleted file mode 100644 index 3277d8c2c..000000000 --- a/osdagclient/src/context/UserReducer.jsx +++ /dev/null @@ -1,62 +0,0 @@ - -/* - ######################################################### - # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # - ######################################################### -*/ - -export default (state, action) => { - switch(action.type){ - case 'SET_LOGGING_STATUS' : - console.log('action.payload : ' , action.payload) - // console.log('isLoggedIn in UserReducer : ' , isLoggedIn) - localStorage.setItem('isLoggedIn' , action.payload.isLoggedIn) - console.log('Pass the console of isLoggedIn in UserReducer : ') - return { - ...state, - isLoggedIn : action.payload.isLoggedIn, - LoginMessage : action.payload.message - - } - - case 'SET_SIGNUP_STATUS' : - console.log('action.payload : ' , action.payload) - return { - ...state, - isLoggedIn : action.payload.isLoggedIn, - SignupMessage : action.payload.message - } - case 'SET_CHECKEMAIL_STATUS' : - return{ - ...state, - OTPSent : action.payload.OTPSent, - OTPMessage : action.payload.message - } - case 'PUSH_REPORT_LINK' : - return { - ...state, - inputFilesLink : [action.payload , ...state.inputFilesLink] - } - case 'SET_FORGETPASSWORD_STATUS' : - return { - ...state, - passwordSet : action.payload.passwordSet, - passwordSetMessage : action.payload.passwordSetMessage - } - case 'SET_SAVE_INPUT_FILE_STATUS' : - return { - ...state, - saveInputFileStatus : action.payload.saveInputFileStatus, - saveInputFileName : action.payload.saveInputFileName - } - case 'SET_LOGGED_IN' : - return { - ...state, - isLoggedIn : action.payload.isLoggedIn - } - default : - return { - ...state - } - } -} \ No newline at end of file diff --git a/osdagclient/src/context/UserState.jsx b/osdagclient/src/context/UserState.jsx deleted file mode 100644 index b464561fb..000000000 --- a/osdagclient/src/context/UserState.jsx +++ /dev/null @@ -1,526 +0,0 @@ -import { createContext, useReducer } from 'react'; -import UserReducer from './UserReducer'; - -// crypto packages -import {decode as base64_decode, encode as base64_encode} from 'base-64'; - -/* - ######################################################### - # Author : Atharva Pingale ( FOSSEE Summer Fellow '23 ) # - ######################################################### -*/ - -let initialValue = { - isLoggedIn : false, - LoginMessage : "", - SignupMessage : "", - OTPSent : false, - OTPMessage : "", - passwordSet : false, - passwordSetMessage : "", - inputFilesLink : [], - inputFilesStatus : false, - inputFilesMessage : "", - saveInputFileStatus : false, - saveInputFileName : "", - loginCredValid : false -} - -const BASE_URL = 'http://127.0.0.1:8000/' - -//create context -export const UserContext = createContext(initialValue); - -export const UserProvider = ({children}) => { - const [state, dispatch] = useReducer(UserReducer, initialValue); - - // USER AUTHENTICATION AND AUTHORAZATION - const setRefreshTokenCookie = async(refresh_token) => { - console.log('Inside set refresh token thunk') - try{ - const response = await fetch(`${BASE_URL}user/set-refresh/` , { - method : 'POST', - mode : 'cors', - credentials : 'include', - headers : { - 'Content-Type' : 'application/json' - }, - body : JSON.stringify({ - 'refresh' : refresh_token - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonResponse in setRefreshToken : ' , jsonResponse) - - if(response.status==200){ - console.log('the refresh token cookie has been set') - }else{ - console.log('response.status!=200 while setting the refresh token cookie') - } - }catch(err){ - console.log('Server error while setting refresh token cookie') - } - } - const createJWTToken = async(username , password) => { - console.log('inside createJWT token ') - console.log('username : ' , username) - console.log('password : ' , password) - try{ - const response = await fetch(`${BASE_URL}api/token/` , { - method : 'POST', - mode : 'cors', - credentials : 'include', - headers : { - 'Content-Type': 'application/json; charset=UTF-8', - }, - body : JSON.stringify({ - 'username' : username, - 'password' : password - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonResposne : ' , jsonResponse) - if(response.status==200){ - console.log('token has been created') - - // obtain the refresh and the access token - const refresh_token =jsonResponse.refresh - const access_token = jsonResponse.access - - console.log('refresh_token ; ' , refresh_token) - console.log('access_token : ' , access_token) - - setRefreshTokenCookie(refresh_token) - - // set the refresh token and the access token in teh localstorage - localStorage.setItem('access' , access_token) - //localStorage.setItem('refresh' , refresh_token) - - console.log('inside token Local storage set') - // now for every next request, set the Authorization header and the access_token - // headers : {Authorization : 'Bearer {access_token}'} - - }else{ - console.log('response status !=200 for creating token') - } - - }catch(error){ - console.log('There was an error in obtainin the token') - console.log('error : ' , error) - } - } - - const refreshJWTToken = async() => { - // obtain teh refresh token and access token from the localStorage - - let refresh_token = localStorage.getItem('refresh') - console.log('refresh_token : ' , refresh_token) - let access_token = localStorage.getItem('access') - console.log('access_token : ' , access_token) - - if(!refresh_token){ - console.log('refresh token is False') - } - if(!access_token){ - console.log("access_token is False") - } - - // send the request to the server to obtain the new set of access_token - // post the refresh_token - // with Authorization bearer in the headers - try{ - const response = await fetch(`${BASE_URL}api/token/refresh` , { - method : 'POST', - mode : 'cors', - headers : { - 'Authorization' : `Bearer ${access_token}`, - 'Content-Type': 'application/json; charset=UTF-8', - }, - body : JSON.stringify({ - "refresh" : refresh_token - }), - credentials : 'include' - }) - - const jsonResponse = await response?.json() - if(response.status==200){ - console.log('new access token created : ' , jsonResponse.access) - - // set the new access_token to the localStorage - localStorage.setItem('access' , jsonResponse.access_token) - }else{ - console.log('response status!=200 when creating new access token') - } - - }catch(err){ - console.log('Cannot obtain the new access token : ' , err) - } - } - - - const userSignup = async( username , email , password , isGuest ) => { - console.log("inside the user signup thunk") - console.log('username : ' , username) - try{ - const response = await fetch(`${BASE_URL}user/signup/` , { - method : 'POST', - mode : 'cors', - headers: { - 'Content-Type': 'application/json' // Set the Content-Type header to JSON - }, - body : JSON.stringify( - { - username : username, - email : email, - password : password, - isGuest : isGuest - } - ) - }) - - const jsonResponse = await response?.json() - console.log('jsonResponse : ' , jsonResponse) - if(response.status==201){ - console.log('user successfully created') - - // call the thunk for creating the JWT token - createJWTToken(username , password) - - // call the reducer action to set the Login variable - dispatch({type : 'SET_SIGNUP_STATUS' , payload : {isLoggedIn : false , message : "User Successfully Signed up"}}) - - console.log('isloggedIn in signup thunk : ' , state.isLoggedIn) - }else{ - console.log('response.status is not 201, failed to create a new user') - dispatch({type : 'SET_SIGNUP_STATUS' , payload : {isLoggedIn : false, message : "Error in creating the User Account, please try again"}}) - } - }catch(err){ - console.log('there is an error in user signup : ' , err) - dispatch({type : 'SET_SIGNUP_STATUS', payload : {isLoggedIn : false , message : "Server Error in creating User Account, please try again"}} ) - } - } - - const userLogin = async(username, password , isGst , JWTLogin) => { - console.log('in userlogin Context - inside user login') - console.log('in userlogin Context - username : ' , username) - console.log('in userlogin Context - isGuest : ' ,isGst) - - if(JWTLogin==true){ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : true , message : "Login Successful"}}) - return - } - - try{ - const response = await fetch(`${BASE_URL}user/login/` , { - method : 'POST', - mode : 'cors', - headers: { - 'Content-Type': 'application/json', // Set the Content-Type header to JSON - }, - body : JSON.stringify({ - username : username, - password : password, - isGuest : isGst - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonResponse : ' , jsonResponse) - console.log('jsonResponse msg : ' , jsonResponse.message) - if(response.status==200){ - console.log('user logged in successfully in userLogin Context ') - console.log("isloggedin inside logging below if response 200"+ state.isLoggedIn) - - console.log('Line number 194 inside status 200 way to create token...') - // create a new jwt token - if(isGst==false){ - createJWTToken(username , password) - localStorage.setItem('userType',"user") - localStorage.setItem('username' , username) - localStorage.setItem('email' , jsonResponse.email) - localStorage.setItem('allInputValueFilesLength' , jsonResponse.allInputValueFilesLength) - } - else{ - localStorage.setItem('userType',"guest") - } - // set the login variable to true - if(isGst == true){ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : false , message : jsonResponse.message}}) - }else{ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : true , message : jsonResponse.message}}) - } - - state.loginCredValid = true - console.log('Done dispatch isLog set true ') - - console.log("Local storage set") - console.log("isloggedin inside logging below local storage "+ state.isLoggedIn) - - return jsonResponse.message - - }else{ - console.log('response.status!=200, user not logged in') - if(jsonResponse.message == "The User Account does not exists"){ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : false , message : "The User Account does not exists"}}) - return jsonResponse.message - }else if(jsonResponse.message == "Invalid credentials"){ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : false , message : "Invalid Credentials, please try again"}}) - return jsonResponse.message - }else{ - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : false , message : "Error while logging"}}) - return jsonResponse.message - } - - } - }catch(err){ - console.log('error in logging in') - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : false , message : "Server error occured while logging in, please try again"}}) - return "Server error occured while logging in, please try again" - } - } - - const setIsLoggedIn = async(value) => { - console.log('value : ', value) - dispatch({type : 'SET_LOGGED_IN' , payload : {isLoggedIn : true}}) - console.log('state.isLoggedIn : ' , state.isLoggedIn) - } - - const obtainSingleInputFile = async(fileIndex) => { - console.log('inside obtain single input file : ' , fileIndex) - const access_token = localStorage.getItem('access') - const email = localStorage.getItem('email') - try{ - console.log('fetching the input file') - fetch(`${BASE_URL}user/obtain-input-file/` , { - method : 'POST', - mode : 'cors', - credentials : 'include', - // Authorization header as well - headers : { - 'Content-Type' : 'application/json' - }, - body : JSON.stringify({ - 'email' : email, - 'fileIndex' : fileIndex - }) - }).then((response) => { - console.log('found response : ' , response) - if (response.ok) { - const link = document.createElement('a'); - console.log('response.url : ' , response.url) - const newURL = response.url + `?filename=${email}_fin_plate_connection_${fileIndex}.osi` - console.log('newURL : ' , newURL) - link.href = newURL - console.log('link.href : ' , link.url) - link.setAttribute('download', `${email}_fin_plate_connection_${fileIndex}.osi`); - link.innerHTML = `${email}_fin_plate_connection_${fileIndex}.osi` - - // store the link in an array - dispatch({type : 'PUSH_REPORT_LINK' , payload : link}) - console.log('pushed the report link') - - dispatch({type : 'SET_INPUTFILES_STATUS' , payload : {inputFiles : true , inputFilesMessage : "The files have been stored in the server"}}) - - console.log('state.inputFilesLink : ' , state.inputFilesLink) - } else { - console.error('Error in obtaining the PDF file:', response.status, response.statusText); - dispatch({type : 'SET_INPUTFILES_STATUS' , payload : {inputFiles : false , inputFilesMessage : "Failed to store the files in the server"}}) - } - }) - }catch(err){ - console.log('Server error in obtaining the file : ' , err) - } - - } - - const obtainAllInputValueFiles = async() => { - console.log('inside teh obtain All reports thunk') - state.inputFilesLink = [] - const access_token = localStorage.getItem('access') - const allInputValueFilesLength = localStorage.getItem('allInputValueFilesLength') - console.log('allInputValueFilesLength : ' , allInputValueFilesLength) - console.log('access_token : ' , access_token) - // const email = localStorage.getItem('email') - const email = "atharva0300@gmail.com" - console.log('email : ' , email) - - // calling the obtainSingleInputFile - // allInputValueFileLekngth number of times - for(let fileIndex=1;fileIndex { - console.log('inside the verify email thunk') - console.log('email : ' , email) - - try{ - const response = await fetch(`${BASE_URL}user/checkemail/` , { - method : 'POST', - mode : 'cors', - headers : { - 'Content-Type' : 'application/json' - }, - body : JSON.stringify({ - email : email - }) - }) - - const jsonResponse = await response?.json() - if(response.status==200){ - console.log('the OTP has been sent to the email') - - // obtain the OTP, hash it and store it in the localstorage - // const otp = jsonResponse.('otp') - // encode the OTP - // const encoded_otp = base64_encode(otp) - // const encoded_email = base64_encode(email) - - // set the OTP in the localStorage - console.log('OTP : ' , jsonResponse.OTP) - localStorage.setItem('otp' , jsonResponse.OTP) - localStorage.setItem('email' , email) - - dispatch({type : 'SET_CHECKEMAIL_STATUS' , payload : {OTPSent : true , message : 'The OTP has been sent'}}) - - }else{ - console.log('response.status!=200 while checking the email') - dispatch({type : 'SET_CHECKEMAIL_STATUS' , payload : {OTPSent : false , message : 'failed to send the OTP, try again'}}) - - } - }catch(err){ - console.log('There is an error in the server while checking the email : ' , err) - dispatch({type : 'SET_CHECKEMAIL_STATUS' , payload : {OTPSent : false , message : 'Server error in sending the OTP, please try again'}}) - } - } - - - const ForgetPassword = async(newPassword) => { - console.log('inside the forget password thunk') - console.log('newPassword : ' , newPassword) - // obtain the stored email from the localStorage and delete the email, OTP - let Lemail = localStorage.getItem('email') - // const email = base64_decode(encoded_email) - // localStorage.removeItem('email') - // localStorage.removeItem('otp') - console.log('email : ' , Lemail) - - try{ - const response = await fetch(`${BASE_URL}user/forgetpassword/` , { - method : 'POST', - mode : 'cors', - headers : { - 'Content-Type' : 'application/json', - }, - body : JSON.stringify({ - password : newPassword, - email : Lemail - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonResponse : ' , jsonResponse) - if(response.status==200){ - console.log('password updated') - - dispatch({type : 'SET_FORGETPASSWORD_STATE' , payload : {passwordSet : true , passwordSetMessage : 'New password has been set'}}) - - }else{ - console.log('response.status!=200 on forget password') - - dispatch({type : 'SET_FORGETPASSWORD_STATUS' , payload : {passwordSet : false , passwordSetMessage : 'Failed to update the password , please try again'}}) - } - }catch(err){ - console.log('Server error in updating the password') - - dispatch({type : 'SET_FORGETPASSWORD_STATUS' , payload : {passwordSet : false ,passwordSetMessage : 'Server error in updating the password, please try again'}}) - } - } - - const SaveInputValueFile = async(content) => { - console.log('inside saveInputValueFile thunk') - console.log('content : ' ,content) - const email = localStorage.getItem('email') - console.log('email in localStorage : ' , email) - - try{ - const response = await fetch(`${BASE_URL}user/saveinput/` , { - method : 'POST', - mode : 'cors', - headers : { - 'Content-Type' : 'application/json' - }, - credentials : 'include', - body : JSON.stringify({ - 'content' : content, - 'email' : email - }) - }) - - const jsonResponse = await response?.json() - console.log('jsonResponse : ' , jsonResponse) - if(response.status==201){ - console.log('the input file has beed stored successfully') - const allInputValueFilesLength = jsonResponse.allInputValueFilesLength - console.log('allInputValueFilesLength : ' , allInputValueFilesLength) - // set to localStorage - localStorage.setItem('allInputValueFilesLength' , allInputValueFilesLength) - - dispatch({type : 'SET_SAVE_INPUT_FILE_STATUS' , payload : {saveInputFileStatus : true , fileName : jsonResponse.fileName}}) - - return { - 'saveInputStatus' : true, - 'saveInputFileName' : jsonResponse.fileName - } - - }else{ - console.log('response.status!=200 while sending the input values files') - - dispatch({type : 'SET_SAVE_INPUT_FILE_STATUS' , payload : {saveInputFileStatus : false}}) - } - }catch(err){ - console.log('Error in sending the input files : ' , err) - - dispatch({type : 'SET_SAVE_INPUT_FILE_STATUS' , payload : {saveInputFileStatus : false}}) - } - - } - - const setJWTLogin = async(loggedIn) => { - dispatch({type : 'SET_LOGGING_STATUS' , payload : {isLoggedIn : loggedIn , message : "Login Successful"}}) - } - - - - return ( - - {children} - - ) - - -} \ No newline at end of file diff --git a/osdagclient/src/main.jsx b/osdagclient/src/main.jsx deleted file mode 100644 index d0760ecbc..000000000 --- a/osdagclient/src/main.jsx +++ /dev/null @@ -1,10 +0,0 @@ -import React from 'react' -import ReactDOM from 'react-dom/client' -import App from './App.jsx' - - -ReactDOM.createRoot(document.getElementById('root')).render( - - - -) diff --git a/osdagclient/vite.config.js b/osdagclient/vite.config.js deleted file mode 100644 index 0d8c95668..000000000 --- a/osdagclient/vite.config.js +++ /dev/null @@ -1,13 +0,0 @@ -import { defineConfig } from 'vite'; -import react from '@vitejs/plugin-react'; - -export default defineConfig({ - plugins: [react()], - server: { - host: true, - port: 5173, - watch: { - usePolling: true, - }, - }, -}); \ No newline at end of file diff --git a/osdagweb.sh b/osdagweb.sh new file mode 100755 index 000000000..14d98859c --- /dev/null +++ b/osdagweb.sh @@ -0,0 +1,140 @@ +#!/usr/bin/env bash +# ============================================================ +# osdagweb.sh ā€” Start all Osdag-Web services +# +# Usage: ./osdagweb.sh (from the repo root) +# bash osdagweb.sh +# +# What it does: +# 1. Starts the Celery worker (conda: osdag-web) +# 2. Starts the Django backend (conda: osdag-web) +# 3. Starts the Vite frontend +# +# Each service runs in its own background process. +# Press Ctrl-C (or kill the script) to stop everything. +# ============================================================ + +set -euo pipefail + +# ---------- resolve the repo root (where this script lives) ---------- +REPO_ROOT="$(cd "$(dirname "${BASH_SOURCE[0]}")" && pwd)" +BACKEND_DIR="$REPO_ROOT/backend" +FRONTEND_DIR="$REPO_ROOT/frontend" +CONDA_ENV="osdag-web" + +# ---------- colour helpers ---------- +RED='\033[0;31m' +GREEN='\033[0;32m' +YELLOW='\033[1;33m' +CYAN='\033[0;36m' +BOLD='\033[1m' +RESET='\033[0m' + +log() { echo -e "${CYAN}[osdagweb]${RESET} $*"; } +ok() { echo -e "${GREEN}[osdagweb]${RESET} $*"; } +warn() { echo -e "${YELLOW}[osdagweb]${RESET} $*"; } +err() { echo -e "${RED}[osdagweb]${RESET} $*" >&2; } + +# ---------- locate conda ---------- +CONDA_SH="" +for candidate in \ + "$HOME/miniconda3/etc/profile.d/conda.sh" \ + "$HOME/anaconda3/etc/profile.d/conda.sh" \ + "/opt/conda/etc/profile.d/conda.sh" \ + "/opt/miniconda3/etc/profile.d/conda.sh" \ + "/usr/local/anaconda3/etc/profile.d/conda.sh"; do + if [[ -f "$candidate" ]]; then + CONDA_SH="$candidate" + break + fi +done + +if [[ -z "$CONDA_SH" ]]; then + err "Could not find conda.sh. Set CONDA_SH manually in this script." + exit 1 +fi + +log "Using conda init script: $CONDA_SH" + +# ---------- helper: run a command inside the conda env ---------- +# Usage: run_in_conda